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Martz Field Pavilion Contract
PROPOSALFOR TOWN OF WAPPINGER MARTZ FIELD PAVILION CONTRACT NO. 14-010 PREPARED BY: MORRIS ASSOCIATES ENGINEERING CONSULTANTS, PLLC 9 ELKS LANE POUGHKEEPSIE, NEW YORK 12601 JUNE 2014 MA#: W21406 THIS MANUAL TO BE SUBMITTED TO TOWN CLERK WITH RESPECTIVE BID MORRIS ASSOCIATES / ENGINEERING CONSULTANTS, PLLC 9 Elks Lane,Poughkeepsie,New York 12601 Tel:(845)454-3411 Fax (845)473-1962 64 Green SVeel,Suite 1,Hudson,New York 12534 Tel(518)82 2300 Fax (518)828-3963 NOTICE TO BIDDERS NOTICE IS HEREBY GIVEN that the Town of Wappinger invites sealed bids for construction of the "MARTZ FIELD PAVILION" as set forth in Contract Documents prepared by Morris Associates, PLLC, 9 Elks Lane, Poughkeepsie, NY 12601. Separate sealed Bids completed on forms provided with the Contract Documents will be received by the Town Clerk, Town of Wappinger, 20 Middlebush Road, Wappingers Falls, NY 12590 until 11:30 a.m. (local time)on JUNE 24, 2014 at which time they will be publicly opened and read aloud. All bids shall be submitted in sealed envelopes so marked "MARTZ FIELD PAVILION", along with the associated contract(i.e. "CONTRACT NO. 14- 010, "MARTZ FIELD PAVILION"). Bids shall.be.received for the.following Contracts:. Contract No. Title 14-010 MARTZ FIELD PAVILION The Contract Documents may be reviewed at and obtained from the office of the Town Clerk,Town of Wappinger, 20 Middlebush Road, Wappingers Falls, NY 12590 Starting JUNE 9, 2014. Pursuant to the provisions of GML 102, persons desiring to take a copy may obtain them, subject to a deposit in the amount of$50.00 for each set, payable by check or money order made out to the Town of Wappinger, to guarantee their safe retum, such deposits to be refunded or partially refunded under the provisions of GML 102. Contractors can visit the site during normal park hours. Each bid shall be accompanied by an acceptable form of Bid Deposit Guarantee in the amount of five (5) percent of the amount of the Base Bid payable to the Town of Wappinger as a guarantee that if the Bid is accepted,the Bidder will complete the items bid upon in accordance with the specifications and under the terms of the contract documents. The Bid Deposit shall be in the form of a Certified Check payable to the Town of Wappinger, or Bid Bond. OWNER'S RIGHTS RESERVED: The Town of Wappinger reserves the right to reject any or all Bids and to waive any formality ortechnicality in any Bid in the interest of the Town of Wappinger. STATEMENT OF NON-COLLUSION: Bidders are required to execute the non-collusion bidding certificate attached thereto pursuantto Section 103-d ofthe General Municipal Law of the State of New York. NDDLURE ILSITµgppINGERIi N206\Nrz'a Nd472 FIELD PAVNONIZPECITICA IONSffMOWENDVAM =lF DSPEC COVER NO ICE TO BIDDERS DDC Bidders are also required to comply with the provision of Section 291-299 of the Executive Law of the State of New York. The Town of Wappinger hereby notifies all Bidders that it will affirmatively insure that in regard to any agreement entered into pursuant to this advertisement, minority business enterprises will be afforded full opportunity to submit bids in response to this invitation and will not be discriminated against on the grounds of race, color, or national origin in consideration of an award. BY ORDER OF THE TOWN BOARD EI UMEN O W&'PINGERN W0141W14%M FIEL P ILIOMl PZVHI IONWROM ENOK4VRZ F1F SP=CCOVERNOME TO 8109ERS OOC TABLE OF CONTENTS DIVISION 100.........................__.._..._.....__..............._..........._._.. Instruction to Bidders DIVISION200......................................__..__..........._....._.._............_............... Bid Form DIVISION300......................................................................... ... .............. Contract DIVISION 400 . . . . . . . . . . . . . . . . . . . . . . . . . . . . .General Conditions . . . . . . DIVISION 500............ ......Special Conditions ...................................................... DIVISION 600 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Technical Specifications E:Jry-UME SSµ'APPINGERK PAVI�IOMSPECIFICATONSV'ROFTEN1.12FlE'S$PECC]VERNOMlC 610DERS,OOJ Town of Wappinger Martz Field Pavilion 3.9 LINTELS A. Provide lintels where openings of more than 12 inches for brick-size units and 24 inches for block-size units are shown without structural steel. B. Provide minimum bearing of 8 inches at each jamb, unless otherwise indicated. 3.10 FLASHING, WEEP HOLES, CAVITY DRAINAGE, AND VENTS A. General: Install embedded flashing and weep holes in masonry at shelf angles, lintels, ledges, other obstructions to downward flow of water in wall, and where indicated. Install flashing as follows, unless otherwise indicated: 1. Prepare masonry surfaces so they are smooth and free from projections that could puncture flashing. Where flashing is within mortar joint, place through-wall flashing on sloping bed of mortar and cover with mortar. Before covering with mortar, seal penetrations in flashing with adhesive, sealant, or tape as recommended by flashing manufacturer. 2. At multhWhe masonry walls, including cavity walls, extend flashing through outer wythe, turned up a minimum of 4 inches, and through inner wythe to within 1/2 inch of the interior face of wall in exposed masonry. Where interior face of wall is to receive furring or framing, carry flashing completely through inner wythe and turn flashing up approximately 2 inches on interior face. 3. At multiwythe masonry walls, including cavity walls, extend flashing through outer wythe, turned up a minimum of 4 inches, and 1-1/2 inches into the inner wythe. Delete first subparagraph below if no masonry veneer over sheathing and studs. 4. At masonry-veneer walls, extend flashing through veneer, across air space behind veneer, and up face of sheathing at least 8 inches; with upper edge tucked under building paper or building wrap, lapping at least 4 inches. 5. At lintels and shelf angles, extend flashing a minimum of 6 inches into masonry at each end. At heads and sills, extend flashing 6 inches at ends and turn up not less than 2 inches to form end dams. 6. Interlock end joints of ribbed sheet metal flashing by overlapping ribs not less than 1-1/2 inches or as recommended by flashing manufacturer, and seal lap with elastomeric sealant complying with requirements in Division 7 Section "Joint Sealants'for application indicated. 7. Install metal drip edges with ribbed sheet metal flashing by interlocking hemmed edges to form hooked seam. Seal seam with elastomeric sealant complying with requirements in Division 7 Section "Joint Sealants" for application indicated. 8. Install metal drip edges beneath flexible flashing at exterior face of wall. Stop flexible flashing 1/2 inch back from outside face of wall and adhere flexible flashing to top of metal drip edge. UNIT MASONRY ASSEMBLIES 042000- 19 Eiaocuments\T Wappinger a W2014\W21406 Martz Field Pawhon\Specfications\Tech Specs\04200 Eoc Town of Wappinger Martz Field Pavilion 9. Install metal flashing termination beneath flexible flashing at exterior face of wall. Stop flexible flashing 1/2 inch back from outside face of wall and adhere flexible flashing to top of metal flashing termination. 10. Cut flexible flashing off flush with face of wall after masonry wall construction is completed. B. Install single-wythe CMU flashing system in bed joints of CMU walls where indicated to comply with manufacturer's written instructions. Install CMU cell pans with upturned edges located below face shells and webs of CMUs above and with weep spouts aligned with face of wall. Install CMU web covers so that they cover upturned edges of CMU cell pans at CMU webs and extend from face shell to face shell. C. Install reglets and nailers for flashing and other related construction where they are shown to be built into masonry. D. Install weep holes in head joints in exterior wythes of first course of masonry immediately above embedded flashing and as follows: 1. Use specified weep/vent products or open head joints to form weep holes. 2. Use wicking material to form weep holes above flashing under brick sills. Turn wicking down at lip of sill to be as inconspicuous as possible. 3. Space weep holes 24 inches o.c., unless otherwise indicated. 4. Space weep holes formed from plastic tubing 16 inches o.c. 5. Cover cavity side of weep holes with plastic insect screening at cavities insulated with loose-fill insulation. 6. Trim wicking material flush with outside face of wall after mortar has set. E. Install vents in head joints in exterior wythes at spacing indicated. Use specified weep/vent products or open head joints to form vents. 1. Close cavities off vertically and horizontally with blocking in manner indicated. Install through-wall flashing and weep holes above horizontal blocking. 3.11 REINFORCED UNIT MASONRY INSTALLATION A. Temporary Formwork and Shores: Construct formwork and shores as needed to support reinforced masonry elements during construction. 1. Construct formwork to provide shape, line, and dimensions of completed masonry as indicated. Make forms sufficiently tight to prevent leakage of mortar and grout. Brace, tie, and support forms to maintain position and shape during construction and curing of reinforced masonry. 2. Do not remove forms and shores until reinforced masonry members have hardened sufficiently to carry their own weight and other temporary loads that may be placed on them during construction. UNIT MASONRY ASSEMBLIES 042000- 20 E mocuments\i Wappingerta W2014\W21406 Martz Field Pa VIIIOn\$peditations7ech Specs\04200.doc Town of Wappinger Martz Field Pavilion B. Placing Reinforcement: Comply with requirements in ACI 530.1/ASCE 61TMS 602. C. Grouting: Do not place grout until entire height of masonry to be grouted has attained enough strength to resist grout pressure. 1 . Comply with requirements in ACI 530.1/ASCE 6fTMS 602 for cleanouts and for grout placement, including minimum grout space and maximum pour height. 2. Limit height of vertical grout pours to not more than 60 inches. 3.12 FIELD QUALITY CONTROL A. Concrete Masonry Unit Test: For each type of unit provided, per ASTM C 140. B. Mortar Test (Property Specification): For each mix provided, per ASTM C 780. C. Grout Test (Compressive Strength): For each mix provided, per ASTM C 1019. D. Prism Test: For each type of construction provided, per ASTM C 1314 at 7 days and at 28 days. 3.13 PARGING A. Parge masonry walls, where indicated, in 2 uniform coats to a total thickness of 3/4 inch. Dampen wall before applying first coat and scarify first coat to ensure full bond to subsequent coat. B. Use a steel-trowel finish to produce a smooth, flat, dense surface with a maximum surface variation of 1/8 inch per foot. Form a wash at top of parging and a cove at bottom. C. Damp-cure parging for at least 24 hours and protect parging until cured. 3.14 REPAIRING, POINTING, AND CLEANING A. Remove and replace masonry units that are loose, chipped, broken, stained, or otherwise damaged or that do not match adjoining units. Install new units to match adjoining units; install in fresh mortar, pointed to eliminate evidence of replacement. B. Pointing: During the tooling of joints, enlarge voids and holes, except weep holes, and completely fill with mortar. Point up joints, including corners, openings, and adjacent construction, to provide a neat, uniform appearance. Prepare joints for sealant application, where indicated. UNIT MASONRY ASSEMBLIES 042000 - 21 E\documents\T WappingeAa W2014%W21406 Mart:Field PaNlionG pecR¢ations\Tech Specs\04200 aoc Town of Wappinger Martz Field Pavilion C. In-Progress Cleaning: Clean unit masonry as work progresses by dry brushing to remove mortar fins and smears before tooling joints. D. Final Cleaning: After mortar is thoroughly set and cured, clean exposed masonry as follows: 1. Remove large mortar particles by hand with wooden paddles and nonmetallic scrape hoes or chisels. 2. Test cleaning methods on sample wall panel; leave one-half of panel uncleaned for comparison purposes. Obtain Owner's Representative approval of sample cleaning before proceeding with cleaning of masonry. 3. Protect adjacent stone and nonmasonry surfaces from contact with cleaner by covering them with liquid strippable masking agent or polyethylene film and waterproof masking tape. 4. Wet wall surfaces with water before applying cleaners; remove cleaners promptly by rinsing surfaces thoroughly with clear water. 5. Clean brick by bucket-and-brush hand-cleaning method described in BIA Technical Notes 20. 6. Clean masonry with a proprietary acidic cleaner applied according to manufacturers written instructions. 7. Clean concrete masonry by cleaning method indicated in NCMA TEK 8-2A applicable to type of stain on exposed surfaces. 8. Clean stone trim to comply with stone suppliers written instructions. 9. Clean limestone units to comply with recommendations in LI's "Indiana Limestone Handbook." 3.15 MASONRY WASTE DISPOSAL A. Salvageable Materials: Unless otherwise indicated, excess masonry materials are Contractors property. At completion of unit masonry work, remove all masonry waste material from Project site. B. Waste Disposal as Fill Material: Dispose of clean masonry waste, including excess or soil-contaminated sand, waste mortar, and broken masonry units, by crushing and mixing with fill material as fill is placed. 1. Crush masonry waste to less than 4 inches in each dimension. 2. Mix masonry waste with at least two parts of specified fill material for each part of masonry waste. Fill material is specified in Division 2 Section "Earthwork." 3. Do not dispose of masonry waste as fill within 18 inches of finished grade. C. Excess Masonry Waste: Remove excess clean masonry waste that cannot be used as fill, as described above, and other masonry waste, and legally dispose of off Owners property. UNIT MASONRY ASSEMBLIES 042000- 22 E mocuments\T Wappingena W2014\W21406 Martz Field Pavilion%Speciflcatlons\Tech Specs\04200.doc Town of Wappinger Martz Field Pavilion SECTION 05500 MISCELLANEOUS METAL PART 1 - GENERAL 1.01 DESCRIPTION A. Work Specified 1. All miscellaneous metal items not specifically described in other sections of these specifications or shown on the drawings but required for a complete and operable facility. 1.02 SUBMITTALS A. Shop Drawings 1. After the contract has been awarded and before any miscellaneous metal is delivered to the job site, shop drawings showing all locations, markings, quantities, materials, sizes and shapes including all methods of connection, anchoring,fastening, bracing,and attachment to the work of other trades shall be submitted to the Engineer for review. 1.03 FIELD MEASUREMENTS A. All measurements shall be verified in the field for all work fabricated to fit field conditions. Adjoining work shall be examined before work is started. Necessary corrective work shall be done to adjoining work to insure a proper fit. 1.04 QUALITY ASSURANCE A. Installer's Qualifications 1. Mechanics engaged in the work of this section shall be regularly involved with the installation of materials specified herein. B. Use only certified welders. C. Codes and Standards 1 . American Institute of Steel Construction (AISC) 2. American Welding Society (AWS) 3. American Society of Testing Materials (ASTM) MISCELLANEOUS METAL 05500-1 E.\documents\T Wappingeda W2014\W21406 Matl Field Pavilion\Specifications\Tech Spew\05500eec Town of Wappinger Martz Field Pavilion D. Compliance with Industry Standards 1.05 PRODUCT HANDLING A. Protection 1. Use all means necessary to protect miscellaneous metal before, during and after installation and to protect installed work and materials from other trades. B. Cleaning 1. All aluminum shall be thoroughly cleaned with plain water, a petroleum product such as white gasoline or kerosene, or an approved commercial cleaner. 2. No abrasive cleaning agent may be used. 3. Any work that has been damaged, discolored, defaced or does not comply with these specifications will not be accepted by the Engineer. C. Replacement 1. In the event of damage, immediately make all repairs and replacements necessary to the approval of the Engineer at no additional cost to the Owner. PART 2 - MATERIALS 2.01 MATERIALS A. All materials and products shall meet the latest edition of the following standards: Structural Steel ASTM A-36 Miscellaneous Steel Mild Steel Bolts and Nuts ASTM A-307 High Strength Bolts ASTM A-325 Stainless Steel Bolts ASTM A-193 Pipe Steel ASTM A-53, Grade A Sch. 40 unless otherwise shown or specified. Aluminum Structural Shapes ASTM-B-308, Alloy 6061-T6 Aluminum Extrusions ASTM-B-221, Alloy 6063-T6 Aluminum Plates and Sheets ASTM-B-209, Alloy 6061-T6 Welding Rods AWS Specifications for Arc Welding Stainless Steel Bar& Shapes ASTM A-276, Type 304, Condition A Stainless Steel Plate, Sheet ASTM A-167, Type 304 MISCELLANEOUS METAL 05500-2 EWowments\T Wappinger W2014\W21406 Mart Field Pavilion\Speofcations\Teck Specs\05500.doc Town of Wappinger Martz Field Pavilion and Shape Stainless Steel Tubing ASTM A-554, Type 304 2.02 FRAMES OF STRUCTURAL SHAPES A. Provide frames of aluminum structural shapes for floor, wall, and stair opening where shown on drawings. B. All corners shall be mitered, welded and ground smooth. C. Frames embedded in concrete slabs shall be provided with 1/2" x 1" x 8" strap anchors at 18" on center. D. Frames fastened to concrete or masonry walls shall be provided with 1/2" x 2"x 2'0"strap anchors. Ends shall be turned up 2 inches and welded to the jamb at 2'0" on center on block coursing, unless shown otherwise on the drawings. E. Temporary spreaders shall be provided at the sill, and left in place until frames are set and anchored. F. Angle frames shall be cut where required for stop plates or plank grooves. 2.03 EXPANSION ANCHORS A. All expansion anchors shall be self-drilling stainless steel type. B. All expansion anchors shall meet the requirements of U.S. Government G.S.A. Specification No. FFS-325 Group III, Type I. 2.04 OTHER MATERIALS A. All materials not specifically described, but required for a complete and proper installation of miscellaneous metal, shall be new, free from rust, best of quality of the respective kinds, and subject to the approval of the Engineer. 2.05 SURFACE CONDITIONS A. Inspection 1. Prior to all work of this section, carefully inspect the installed work of other trades and verify that all work is complete to the point where fabrication and installation of work covered under this section may commence. 2. Make all required field measurements to insure proper and adequate fit of all miscellaneous metal. MISCELLANEOUS METAL 05500-3 E.\documents\T Wappinge(a W2014\W21405 Maa Field Pavilion\Spedfir tions\Tech Specs\05500.doc Town of Wappinger Martz Field Pavilion B. Discrepancies 1. In the event of discrepancies, immediately notify the Engineer. 2. Do not proceed with fabrication and installation until areas of discrepancies have been fully resolved. 2.06 FABRICATION A. All metal work shall have smooth finish surfaces, welded joints shall be continuous, unless otherwise noted. The face of welds shall be dressed flush and smooth. B. Where possible, welding will occur on the unexposed side. Exposed joints shall be made where least conspicuous. C. Connection and accessories shall be of sufficient strength to safely withstand the stresses and strains to which they will be subjected. D. Connections to aluminum shall be aluminum or stainless steel unless otherwise noted. All bolts used for aluminum shall be stainless steel. E. Connections to cast iron and steel shall be steel unless otherwise noted. F. Fastenings shall be concealed where practicable. All exterior connections and accessories shall be stainless steel unless otherwise noted. G. Joints exposed to weather shall be formed to exclude water. H. All supporting members, and other items required to connect the work rigidly and properly to structural materials shall be provided. I. All aluminum shall be true to detail, clean, straight, and have smooth surfaces of uniform color and texture. J. Fabricate all miscellaneous metal in strict accordance with approved shop drawing and reference standards. All work shall be free from defects impairing strength or durability. 2.07 SHOP FINISHES A. All ferrous metals shall be clean and given one shop coat of primer compatible with the finish paint. MISCELLANEOUS METAL 05500-4 E Wocuments\T WappingdP W2016\W21405 Math Field Pavilion\SpecificationslTech Specs\05500 doc Town of Wappinger Martz Field Pavilion B. Anchors built into masonry shall be given a coating of asphalt paint unless specified as galvanized or stainless steel. C. Metal work to be encased in concrete shall be left unpainted unless noted otherwise. D. Metals specified as hot dip galvanized or zinc coated shall not be shop primed. E. Unpainted castings shall be clean and coated with cold tar pitch varnish, shop paint at piece marks shall not be omitted. F. Aluminum in contact with masonry, concrete or dissimilar metals shall be backpainted with bituminous paint before installation. G. Exposed aluminum surfaces shall be free from die mark, scratches,welding disco lorations and other surface blemishes. Aluminum surfaces shall receive an anodic oxide treatment in accordance with AA-MO-C22-A41 Aluminum Association Standard Finishes, unless otherwise specified. H. A coating of methacrylate lacquer shall be applied to aluminum before factory shipment. PART 3 - EXECUTION 3.01 FIELD PAINTING A. Field abrasion, welds and other places where shop coating has been removed shall be field painted with the same paint that was used for the shop coat. END OF SECTION MISCELLANEOUS METAL 05500-5 Eadocuments\T Wap,ngerta W2014\W21406 Martz Field Pavilion\Specifications\Tech Specs\05500.60c Town of Wappinger Martz Field Pavilion SECTION 06101 ROUGH CARPENTRY PART 1 - GENERAL 1.01 REFERENCES A. Standards: Comply with the following unless otherwise specified or indicated on the Drawings: 1. Lumber: American Softwood Lumber Standard PS 20 by the U.S. Department of Commerce. Comply with applicable provisions for each indicated use. 2. Plywood: Product Standard PS 1 for Softwood Plywood, Construction and Industrial by the U.S. Department of Commerce. 3. Plywood Installation: APA Design/Construction Guide, Residential & Commercial by the American Plywood Association (APA). 4. Grading Rules: a. Douglas Fir, Hem-Fir, Idaho White Pine, and other Western Woods: Western Wood Products Association (WWPA) or West Coast Lumber Inspection Bureau (WCLIB). b. Southern Pine: Southern Pine Inspection Bureau (SPIB). C. Redwood: Redwood Inspection Service (RIS). 5. Preservative Treatment: American Wood Preservers' Association (AWPA) and American Wood Preservers Bureau (AWPB) Standards, quality control methods, and inspection requirements. 6. Fire-Retardant Treatment: American Wood Preservers' Association (AWPA) Standards. 7. Framing Installation: American Forest and Paper Association (AFPA). 1.02 QUALITY ASSURANCE A. Mill and Producers Mark: Each piece of lumber and plywood shall be gradestamped indicating type, grade, mill, and grading agency certified by the Board of Review of the American Lumber Standards Committee. Mark shall appear on unfinished surface, or ends of pieces with finished surfaces. 1 . Pressure Preservative Treated Material: Accredited agency quality mark, on each piece of wood, indicating treatment. 1.03 DELIVERY STORAGE, AND HANDLING A. Keep materials dry. Make provision for air circulation around and between stacks of wood products. ROUGH CARPENTRY 06101-1 E]dmuments\T Wappingefta W2014\W21406 Mash neid Pavilion\Specfications\Tech Specs\0fi101.doc Town of Wappinger Martz Field Pavilion PART 2 - PRODUCTS 2.01 LUMBER A. General: Furnish seasoned dimension lumber dressed to nominal sizes indicated with 19 percent maximum moisture content at time of dressing, marked "S-DRY". Comply with dry size requirements of PS 20. 1 . Dress: Surfaced 4 sides (S4S) unless otherwise indicated. B. Framing Lumber: Species: Douglas Fir (structural), Southern Pine fir, unless otherwise indicated. 1. Light Framing; 2 inches through 4 inches thick, less than 6 inches wide: Standard and Better grade, except Stud grade for stud framing. 2. Structural Framing; 2 inches through 4 inches thick, 6 inches wide and wider: Douglas Fir, No. 2 grade. C. Board Lumber; less than 2 inches thick: 1 . Exposed Board Lumber, for Paint Finish: Southern Pine No. 1 (SPIB), Douglas Fir 2 Common (WWPA) or Select Merchantable (WCLIB). 2. Concealed Board Lumber: Southern Pine No. 3 (SPIB), any species No. 4 (WWPA) or any species Standard (WCLIB). D. Miscellaneous Lumber: Standard grade, No. 3 grade, or better grade of the following species unless otherwise indicated: 1 . Nailers and Blocking: Douglas Fir, Hem-Fir, Idaho White Pine or Southern Pine. 2. Furring: Spruce or Hem-Fir, except Douglas Fir or Southern Pine for furring required to receive preservative treatment. 2.02 PLYWOOD A. Sheathing: APA RATED SHEATHING, EXPOSURE 1. Furnish APA PS 1 veneered panels, with span ratings for the required thicknesses as listed below unless otherwise indicated. ROUGH CARPENTRY 06101-2 E:\documents\T Wappingela W2014\W21406 Martz Field Pavilion\Specifications\Tecfi SpeW06101.doc Town of Wappinger Martz Field Pavilion THICKNESS SPAN RATING 3/8 inch 24/0 1/2 inch 32/16 5/8 40/20 a/. 48/24 2.03 MISCELLANEOUS MATERIALS A. Underlayment Patching Compound: Hardsetting, quicksetting type with latex or polyvinyl acetate binder. B. Asphalt Felt: Asphalt-saturated felt, No. 15, without perforations, complying with ASTM D 226. C. Rosin Paper: Commercial, rosin-sized building paper, 0.010 inch thick. 2.04 PRESERVATIVE TREATMENT A. Treat lumber and plywood where indicated and as specified. Comply with applicable AWPA and AWPB Standards and quality control and inspection requirements. B. Complete fabrication of items to be treated to the greatest extent possible prior to treatment. Where items must be cut after treatment, coat cut surfaces with heavy brush coat of the same chemical used for treatment or other solution recommended by AWPA Standards for the treatment. C. Pressure Treatment (Above Ground Use): Treat the following wood items with waterbourne preservatives for above ground use, complying with AWPB LP-2. Redry wood to a maximum moisture content of 19 percent after treatment. 1. Nailers, blocking, cants, shim stock, and similar members used in conjunction with roofing (including related flashings, trim and vapor barrier) and coping. 2. Nailers, blocking, furring, stripping, and similar concealed members in contact with exterior masonry and concrete (including interior wythe of exterior walls). 3. Wood items indicated or scheduled on the Drawings to be preservative treated. D. Pressure Treatment (Ground Contact Use): Treat the following wood items with waterbourne preservatives for below ground use, complying with AWPB LP-22: 1. Wood members placed in the ground. ROUGH CARPENTRY 06101-3 Ek ecumen s\T Wappingeea W2014XW21406 Martz Field PavllioMSpecif¢ations\Tech Spec,\06101.doc Town of Wappinger Martz Field Pavilion 2. Wood members immersed in fresh water. 3. Wood members encased in concrete. E. Dip Treatment: Treat the following wood items with a 3 minute dip in 5 percent solution of pentachlorophenol with water repellant added: 2.05 FASTENERS AND ANCHORING DEVICES A. Select and furnish items of type, size, style, grade, and class as required for secure installation of the Work. Items shall be galvanized for exterior locations, high humidity locations, and for use with treated wood. Unless shown or specified otherwise, comply with the following: 1. Nails and Staples: FS FF-N-105. 2. Wood Screws: FS FF-S-111. 3. Bolts and Studs: FS FF-B-575. 4. Nuts: FS FF-N-836. 5. Washers: FS FF-W-92. 6. Lag Bolts or Lag Screws: FS FF-B-561. 7. Masonry Anchoring Devices: Expansion shields, masonry nails and drive screws: FS FF-S-325. 8. Toggle Bolts: FS FF-B-588. 9. Bar or Strap Anchors: ASTM A575 carbon steel bars. 10. Wall Plugs: Corrugated type, galvanized steel, 24 USS gage min, not less than 2 inches wide x 2-1/2 inches deep. 11. Metal Hangers and Framing Anchors: Size and type for intended use, galvanized finish, manufacturer's recommended fasteners. PART 3 - EXECUTION 3.01 INSTALLATION A. Wood Framing: Install in accordance with applicable provisions of the AFPA "Manual for Wood Frame Construction", unless otherwise indicated. B. Plywood: 1 . Install in accordance with APA Design/Construction Guide, Residential & Commercial, unless otherwise indicated. 2. Fasten in accordance with APA recommendations. C. Nailers and Blocking: Attach to substrate as required to support applied loading. ROUGH CARPENTRY 06101-4 E\eocumentscr Wappinget\a W2014\W21406 Mai z Field Pavilion\Specifications\Tech Specs\06101.doc Town of Wappinger Martz Field Pavilion D. Wood Framing: Install true to lines within a tolerance of 1/8 inch in 10 feet. E. Treated Wood: Brush-coat field cut surfaces with same treatment material. END OF SECTION ROUGH CARPENTRY 06101-5 E:Wocuments\T Wappingetla W2014\W21406 Martz Field Pavilion\Specifications\Tech Specs\06101.doc Town of Wappinger Martz Field Pavilion SECTION 06102 WOOD NAILERS AND BLOCKING PART1 - GENERAL 1.01 QUALITY ASSURANCE A. Mill and Producer's Stamp: Each piece of lumber shall bear a stamp indicating type, grade, mill, and grading agency. 1.02 STORAGE A. Store lumber a minimum of 6 inches off the ground, in a dry, well- ventilated place, protected from the weather. PART 2 - PRODUCTS 2.01 MATERIALS A. Lumber: "Standard" Grade Douglas Fir, Hem-Fir, White Pine, Southern Pine, or Spruce-Pine-Fir pressure preservative treated in accordance with the American Wood Preservers Bureau (AWPB) LP-2 treatment and kiln dried to 19 percent moisture content after treatment. B. Nails, Screws, and Bolts: Galvanized, or zinc or cadmium plated. 1. Screws and Bolts for fastening to Aluminum: Stainless steel. C. Expansion Anchors: Galvanized steel wedge anchors, FS FF-S- 325, Group Il, Type 4, Class 1. D. Toggle Bolts: Cadmium or zinc plated tumble -wing type; FS FF-B- 588. E. Self Threading Masonry Screws: Zinc Plated; "Tapcon" by Elco Industries, Inc., 1111 Samuelson Rd., PO Box 7009, Rockford, IL 61125-7009, (815) 397-5151. PART 3 EXECUTION 3.01 INSTALLATION A. Install nailers and blocking true to line and plane within a tolerance of 1/8 inch in 10 feet. WOOD NAILERS AND BLOCKING 06102 - 1 E:\eocumedWT Wappinger\a W2014\W41406 Manz Field Pavilion\Sdecifi.tiona\Tectl Sidd.M6102 dd, Town of Wappinger Martz Field Pavilion B. Fit joints neatly with no more than 1/16 inch space between abutting members. C. Do not install nailers or blocking across bonding expansion joints. D. Attach nailers and blocking securely as required to properly support the items that will be attached to them. E. Space fasteners equally at not more than 16 inches oc and 4 inches from each end of each member. Secure the nailers and blocking with the following types of fasteners: 1. To Cast-In-Place Concrete, Solid Concrete Masonry Units, and Brick: Use expansion anchors or self-threading masonry screws. 2. To Faces of Hollow Concrete Masonry Units: Use toggle bolts. 3. To Tops of Hollow Concrete Masonry Units: Use anchor bolts extending to course below, embedded in 3000 psi concrete filled cores. 4. To Wood: Use nails or screws. 5. To Metal: Use bolts or self-tapping screws. F. Countersink fasteners if they interfere with the proper installation of items to be attached to the nailers and blocking. END OF SECTION WOOD NAILERS AND BLOCKING 06102- 2 E:VlmumeMs%T Wappingeia W20141W21406 Martz Field Pavilion\Specifications\Tech Spear\06102,doc Town of Wappinger Martz Field Pavilion SECTION 06200 FINISH CARPENTRY PART GENERAL 1.01 REFERENCES A. Comply with the applicable provisions of the "Architectural Woodwork Quality Standards, Guide Specifications and Quality Certification Program" (Fifth Edition) of the Architectural Woodwork Institute (AWI) except as otherwise specified herein. References to "Premium", "Custom" and "Economy" Grades herein, shall be as defined in that Standard. B. Lumber Standard: AWI Section 100. C. Lumber Standard; American Softwood Lumber Standard: U.S. Dept. of Commerce Product Standard PS-20. D. Panel Products: AWI Section 200. E. Preservative Treatment Standard: American Wood Preservers Bureau (AWPB), by the American Wood Preservers Institute (AWPI). 1.02 SUBMITTALS A. Shop Drawings: Show fabrication details and connections to adjacent Work. B. Samples: 1. Transparent Finish Samples: 12 inches long x full width, 6 inch width for panels; each type wood species and item to receive finish: C. Quality Control Submittals: 1. Dip Treatment Certificates: Certification by treating plant stating chemical solutions used, submersion period, and conformance with specified standards. 2. Pressure Treatment Certificates: Certification by treating plant stating chemicals and process used, net amount of salts retained, and conformance with specified standards. 1.03 QUALITY ASSURANCE FINISH CARPENTRY 06200-1 E\documenWT Wappinger\a W2014IW21406 Manz Field Pavilion\Specifications\Tech Specs\05200 doc Town of Wappinger Martz Field Pavilion A. Mill and Producer's Label: Each lumber and panel item shall bear label indicating type, grade, mill, and grading agency on unfinished surface, or on end of material with finished surfaces. 1. Panels shall bear APA or equivalent grade-mark; each panel. 1.04 DELIVERY, STORAGE, AND HANDLING A. Store materials and completed fabricated wood items in a dry, well ventilated area completely protected from the weather. Comply with temperature and humidity requirements for storage and installation as specified in the applicable quality standards. B. Protect sanded and prefinished surfaces during handling and installation. Keep such surfaces covered with polyethylene film or other suitable protective covering. 1.05 PROJECT CONDITIONS A. Environmental Requirements: Maintain constant minimum temperature of 60 degrees F and maximum relative humidity of 55 percent in spaces to receive the Work of this Section. PART PRODUCTS 2.01 MATERIALS A. Lumber: Kiln-dried to 12 percent average moisture content for exterior Work; 8 percent for interior Work. B. Fasteners: 1. Nails, Spikes, and Staples: Size and type to suit application; non-ferrous metal or galvanized steel for exterior locations, high humidity locations, treated wood, and wood to receive transparent finishes; plain finish for other interior locations. 2. Bolts, Nuts, Washers, Lags, and Screws: Medium carbon steel; size and type to suit application; galvanized for exterior locations, high humidity locations, and treated wood; plain finish for other interior locations. 3. Anchors: Toggle bolt type for anchorage to hollow masonry; expansion shield and lag bolt type for anchorage to solid masonry or concrete; galvanized steel or stainless steel. 2.02 STANDING AND RUNNING TRIM FINISH CARPENTRY 06200-2 E%documents%T Wappingerla W20141W21406 Martz Field Pavilion\Specfications\Tech SpemW6200.doc Town of Wappinger Martz Field Pavilion A. Comply with AWI Sections 300, 700, or 900 as applicable, and as otherwise specified herein. B. Exterior Woodwork (to receive transparent finish): AWI Custom Grade. 1. Species; Solid Wood: a. Redwood, all heart. b. Western Red Cedar, all heart. C. Redwood, "Select Heart" (RIS). 2. Cut; Solid Wood: Plain sawn. 3. Panel Products: Veneer core or particleboard core plywood. a. Face and Back Veneer Species: Redwood, Special Exterior A-B. a. Face and Back Veneer Species: Any Group 1 Species, A-C EXT-APA. b. Cut; Face and Back Veneer: Plain sliced. C. Exterior Woodwork (to receive paint finish): AWI Custom Grade. 1. Species; Solid Wood: Any softwood species complying with AWI Section 100, for the quality grade specified. 2. Panel Products: Veneer core or particleboard core plywood. a. Face and Back Veneer Species: Any Group 1 species, A-C EXT-APA for exposed pieces; C-C EXT- APA for concealed pieces. b. Plywood Face: Overlaid; MDO EXT-APA. C. Cut; Face and Back Veneer: Plain sliced. D. Interior Woodwork (to receive transparent finish): AWI Custom Grade. 1. Species; Solid Wood: clean select pine. 2. Cut; Solid Wood: Plain sawn. E. Interior Woodwork (to receive paint finish): AWI Custom Grade. 1. Species; Solid Wood: Any softwood species complying with AWI Section 100 for the quality grade specified. 2.03 CLOSET AND UTILITY SHELVING A. Comply with AWI Section 600 and as otherwise specified herein. B. Shelving: AWI Economy Grade; unassembled shop fabricated units, oversize length for field fitting. FINISH CARPENTRY 06200-3 E:\dowmenlsJ Wappingerta W2014\W21406 Martz Field Pav14oMSredfi=tions7ech Specs\06200.doc Town of Wappinger Martz Field Pavilion 1. Panel Products: Veneer core or particleboard core plywood, or medium density particleboard. a. Plywood Face and Back Veneer Species: Any Group 1 species, A-D-INT APA, Exterior glue. b. Plywood Cut; Face and Back Veneer: Plain sliced. 2. Exposed Edges: Voids filled and edges sanded smooth. 2.04 PRESERVATIVE TREATMENT A. Dip Treatment: Comply with AWI Section 100 and as otherwise specified. 1. Inspect wood items after treatment. Discard warped or twisted items. 2. Treat interior wood items where indicated. B. Pressures Treatment: AWPB LP-4; pentachlorophenol, with water repellant added, kiln-dried to required moisture content after treatment. Inspect wood items after treatment, discard warped or twisted items. Treat the following items: 2.05 FABRICATION A. Machine and sand wood surfaces to comply with the requirements of the AWI Quality Grade specified. B. Mill assemble items to largest sizes practicable, to minimize field cutting and jointing. Allow for cutting and fitting where necessary to fit at the Site. PART 3 EXECUTION 3.01 EXAMINATION A. Verification of Conditions: Examine substrate conditions and surfaces upon which finish Work is to be installed. Do not proceed with finish Work until unsatisfactory substrate conditions are corrected. 3.02 PREPARATION A. Condition the Work of this Section to average prevailing humidity conditions in installation areas prior to installing. FINISH CARPENTRY 06200-4 EWocumen[s\T Wappingetla W2014\W21406 Me=Field Pavilion\Specifications\Tech Specs\06200,doc Town of Wappinger Martz Field Pavilion 3.03 INSTALLATION A. Comply with workmanship and finishing standard requirements of the AWI Quality Grade specified herein. B. Install the Work plumb, level, and free of distortion. Shim where required, with concealed shims. C. Cut wood items to fit unless specified to be shop-fabricated, or shop-cut to exact size. Scribe and cut for accurate fit where Work abuts other finish Work. Drill pilot holes at corners before making cutouts. D. Distribute defects to the greatest appearance advantage possible. E. Trim and Mouldings: Install in single, unjointed lengths at openings and for runs less than the maximum lumber length available. For long runs, use only 1 piece less than the maximum length available in any straight run. Stagger joints in adjacent members. Cope mouldings at returns. Miter at corners. F. Attach the Work securely in place. 1. Nailing: Blind nail where possible. Use finishing nails where exposed. Set nail heads for filling, except for exterior wood scheduled to receive natural finish (if any). 2. Anchoring: Secure the Work to anchors or to blocking which is built-into or directly attached to substrates. G. Treated Wood: Coat exposed surfaces of treated field-cut wood items with a heavy brush coating of the same preservative. 3.04 CLEANING A. Clean exposed surfaces of prefinished Work. 3.05 PROTECTION A. Protect installed Work from damage by Work of other trades. Maintain temperature and humidity requirements during the construction period in interior installation areas. END OF SECTION FINISH CARPENTRY 06200-5 E:\documemsR Wappinger\a W2014\W21406 Martz Field Pavillon\Specifications\Tech SpecsW,5200.doc Town of Wappinger Martz Field Pavilion SECTION 07900 JOINT SEALERS PART 1 -GENERAL 1.01 SUBMITTALS A. Product Data: Catalog sheets, specifications, and installation instructions for each product specified except miscellaneous materials. B. Samples: 1. Sealants: One pint or standard tube. 2. Joint Primer/Sealer/Conditioners: One pint. 1.02 QUALITY ASSURANCE A. Container Labels: Include manufacturer's name, product trade name, kind of material, federal specification number (if applicable), expiration date (if applicable) and packaging date or batch number. 1.03 PROJECT CONDITIONS A. Environmental Requirements: 1. Temperature: Unless otherwise approved or recommended in writing by sealant manufacturer, do not install sealants at temperatures below 40 degrees F or above 85 degrees F. 2. Humidity and Moisture: Do not install the Work of this Section under conditions detrimental to application, curing, and performance of materials. 3. Ventilation: Provide sufficient ventilation wherever sealants, primers and other similar materials are installed in enclosed spaces. Follow manufacturer's recommendations. B. Protection: 1. Protect surfaces adjacent to sealants with non-staining removable tape or other approved covering to prevent soiling or staining. 2. Protect other surfaces in Work area with tarps, plastic sheets or other approved coverings to prevent defacement from droppings. JOINT SEALERS 07900-1 E\dowments\T Wappinger a W20141W21406 Mead Field Pavilion\Specifications\Tech Specs\07900Aoc Town of Wappinger Martz Field Pavilion PART 2 - PRODUCTS 2.01 SEALANTS A. Type 1 Sealant, any of the following generic types: 1. One-part, low modulus, silicone sealant: Dow Corning's 790, General Electric's Silpruf, Pecora's 864, or Sonneborn's Omniseal, 2. One-part, non-sag polyurethane sealant: Pecora's Dynatrol I, Sika's Sikaflex la, Sonneborn's Sonolastic NP 1, or Tremco's DyMonic. 3. Two-part, non-sag polyurethane sealant: Pecora's Dynatrol II, Sonneborn's Sonolastic NP Il, or Tremco's DYmeric. B. Type 1C Sealant: 1. One-part, non-sag polysulfide base sealant: Pecora's Synthacalk GC-9, Products Research and Chemical's PRC Rubber Calk 7000, or Sonneborn's Sonolastic One Part Polysulfde Sealant. 2. Two-part, non-sag polysulfide base sealant: W.R. Meadow's CM- 60 2-Part, Pecora's Synthacalk GC-5, or Sonneborn's Sonolastic Two Part Polysulfide Sealant. C. Type 1D Sealant: One-part, mildew resistant silicone sealant; Dow Corning's 786, General Electric's Sanitary 1700, or Bostik's Silicone Rubber Bathroom Caulk. D. Type 2 Sealant: One-part acrylic polymer sealant; Pecora's 60+ Unicrylic, PTI's 738, or Tremco's Mono. E. Type 3 Sealant: One-part butyl rubber sealant; Pecora's BC-158, PTI's 707, or Bostik's Chem-Calk 300. F. Type 4 Sealant: One-part silicone sealant for high temperatures; Dow Corning's Silastic 736 RTV or General Electric's RTV 106. G. Sealant Colors: For exposed materials provide color as indicated or, if not indicated, as selected by the Owner from manufacturer's standard colors. For concealed materials, provide natural color with best overall performance characteristics. 2.02 MISCELLANEOUS MATERIALS A. Joint Primer/Sealer/Conditioner: As recommended by sealant manufacturer for the particular joint surface materials and conditions. JOINT SEALERS 07900-2 E:\documents\T Wappinger a W20141W21406 Manz Field Pavillon\Specifications\TecM1 Specs\07900 tloc Town of Wappinger Martz Field Pavilion 1. For Type 6 Sealant: a. Pecora's No. 120 for steel/tile. b. Pecora's No. 200 for masonry, etc. B. Backer Rod: Compressible rod stock of expanded, extruded polyethylene. C. Bond Breaker Tape: Polyethylene or other plastic tape as recommended by sealant manufacturer; non-bonding to sealant; self adhesive where applicable. D. Cleaning Solvents: Oil free solvents as recommended by sealant manufacturer. Do not use re-claimed solvents. E. Masking Tape: Removable paper or fiber tape, self-adhesive, non- staining. PART 3 - EXECUTION 3.01 EXAMINATION A. Examine joint surfaces for conditions that may be detrimental to performance of completed Work. Do not proceed until satisfactory corrections have been made. 3.02 PREPARATION A. Clean joint surfaces immediately before installation of sealant. Remove lacquers, protective coatings and similar materials from joint faces with manufacturer's recommended and approved solvents. B. Priming Joint Surfaces: 1. Prime joints if so recommended by manufacturer's printed instructions. 2. Prime joints of friable (crumbly, chalky) masonry surfaces which are to receive Type 1 Sealant. 3. Prime joints which are to receive Type 6 Sealant. 4. Do not allow primer/sealer to spill or migrate onto adjoining surfaces. 3.03 JOINT BACKING INSTALLATION A. Install bond breaker tape in relaxed condition as it comes off roll. Do not stretch tape. Lap individual lengths. JOINT SEALERS 07900-3 EWacuments\T Wappingena W2014\W21406 Mail Re10 Pavillon\SpeciFlcations\Tech Speos\079W.doc Town of Wappinger Martz Field Pavilion B. Install backer rod of sufficient size to fill joint width at all points in a compressed state. Compress backer rod at widest part of joint by minimum of 25 percent. Do not cut or puncture surface skin of rod. 3.04 SEALANT INSTALLATION A. Except as shown or specified otherwise, install sealants in accordance with manufacturer's printed instructions. B. Install sealants with ratchet hand gun or other approved mechanical gun. Where gun application is impractical, apply sealant with knife. C. Type 2 Sealant: If low temperature makes application difficult, preheat sealant using manufacturer's recommended heating equipment. D. Type 4 Sealant: Allow sealant to cure for 3 days minimum before backfilling. E. Finishing: Tool vertical, non-sag sealants so as to compress sealant, eliminating air voids and providing neat, smoothly finished joints. Provide slightly concave joint surface, unless otherwise indicated or recommended by the manufacturer. 1. Use tool wetting agents as recommended by sealant manufacturer. 3.05 CLEANING A. Immediately remove misapplied sealant and droppings from metal surfaces with solvents and wiping cloths. On other materials, remove misapplied sealant and droppings by methods and materials recommended in writing by sealant manufacturer. B. After sealants are applied and before skin begins to form on sealant, remove masking and other protection and clean up remaining defacement caused by the Work. END OF SECTION JOINT SEALERS 07900-4 E\documents\T Wappingetla W2014\W21406 Martz Field Pavilion\Speclf¢ations\Tech Spea107900 aoc Town of Wappinger Martz Field Pavilion SECTION 08550 WOOD WINDOWS PART GENERAL 1.01 SUBMITTALS A. Product Data: Catalog sheets, specifications, and installation instructions for each type of window unit. B. Samples: 1. One complete window unit of each type, fully glazed, with specified accessories. This sample will be returned and if approved may be used in the Work. 1. One corner sample of frame and sash, with glazing; each type. 2. Color Samples: Manufacturer's standard colors for screen members and cladding. 1.02 QUALITY ASSURANCE A. Comply with NWWDA I S 2. B. Performance Testing: Provide windows which have been tested by the manufacturer for structural performance (ASTM E 330), air infiltration (ASTM E 283), and water penetration (ASTM E 547); and with results complying with NWWDA I S 2. Test typical units of each type and size required for project, or if identical units have been tested previously, furnish certified test reports showing compliance with specified NWWDA Grade. C. Window Classification: Provide window units conforming to the following NWWDA I S 2 Grade requirements: 1. Double Hung Window Units: 40/20. 2. Each window unit shall bear the manufacturer's certificate of inspection and testing indicating compliance with NWWDA Grade requirements. PART PRODUCTS 2.01 MATERIALS A. Comply with NWWDA I S 2 except as otherwise specified. Fabricate wood window units complete with sash, frame stops, sill WOOD WINDOWS 08550-1 E bocumentff Wappingeha W2014\W21406 Martz Reld Padlion\Speccifications\Tech SI M550Aoc Town of Wappinger Martz Field Pavilion (including undersill or nosing, if any), exterior casing, integral mullions and muntins (if any), hardware and required accessories. Conform to minimum size and profile limitations indicated on the Drawings. 1. Where custom sizes are indicated, coordinate dimensions with actual measure of window openings. B. Fasteners: Comply with NWWDA requirements for fabrication; and with manufacturer's printed recommendations for type and size of installation fasteners except as follows: 1. Zinc-coated or non-ferrous nails and screws for installation of wood window units. 2. Brass screws for installation of hardware and accessory items. C. Compression Weatherstripping: Manufacturers standard non- ferrous spring metal or vinyl gasket type, designed for permanently resilient sealing under bumper or wiper action, completely concealed when window sash is closed. D. Sliding Weatherstripping: Woven pile type of wool, polypropylene or nylon, with nylon backing fabric and aluminum backing strip, complying with AAMA 701.2. E. Insect Screens (For Vent Sash); Manufacturers Removable Units: 1. Frame: Formed or extruded aluminum with manufacturer's standard color finish. 2. Retainer Spline: Vinyl. 3. Screen Mesh; Either of the Following Types: It. Glass fiber mesh, plastic coated, 18 x 14, 0.013 inch filament diameter; FS L-S-125, Type II, Class 2. F. Hardware: Manufacturers standard design for the operation indicated or specified herein. G. Grilles (False Muntins): Manufacturers standard style; extruded rigid polyvinylchloride, permanent white paintable finish; or unfinished wood. H. Trim Members For Replacement Windows: 1. Trim members for aluminum clad window units may be either aluminum clad wood or extruded or formed aluminum members at window manufacturer's option. 2. Trim members for vinyl clad window units may be either vinyl clad wood or extruded vinyl at window manufacturer's option. WOOD WINDOWS 08550-2 E WocumenteT WappingeAa W2014\W21406 Martz Field Pavillon\Specifications\Tech Specs08550 doc Town of Wappinger Martz Field Pavilion 2.02 WOOD WINDOWS A. Furnish wood window units of the following operational types as indicated on the Drawings, of sizes shown or scheduled. B. All windows shall be as manufactured by Anderson or approved equal. Window units must meet or exceed the requirements of the State Energy Conservation Code. C. Double Hung Windows: Units containing 2 balanced, vertically- sliding sash; with 2 pair of manufacturers standard concealed counter balancing mechanisms, lift handle in lower rail, and latch at meeting rail. 1. Manufacturers standard mechanism for either removal of sash (without tools) or pivoting of sash to facilitate cleaning of glass entirely from inside. 2.03 GLAZING A. Preglaze sash units. Use non-removable or removable nailed-on or snap-on type glazing stops (beads) coordinated with glass selection and glazing system indicated. B. Low E Insulating Glass; Either of the Following: 1. Fused glass-edged insulating glass using either single- strength or double-strength glass, as recommended by the manufacturer, with a minimum 3/16 inch air space and low emissivity (molecular metallic oxide) coating on exterior side of interior glass. 2. Organically sealed metal edged insulating glass using either single-strength or double strength glass, as recommended by the manufacturer, with a minimum 3/16 inch air space and low emissivity (molecular metallic oxide) coating on exterior side of interior glass. 2.04 FACTORY FINISHING A. Cladding: 1. Vinyl Cladding: Manufacturers standard bonded vinyl cladding on exterior exposure of all wood members, consisting of a rigid polyvinylchloride sheath, not less than 35-mil average thickness, permanent finish color as selected by the Director. a. High Performance Coating For Exterior Sash Surfaces of Double Hung Windows: Minimum 1 dry WOOD WINDOWS 08550-3 E\documents\T wapping ha W2014\W21406 Ma0z Field Pavilion\SpecBications\Tech Spec\08550.doc Town of Wappinger Martz Field Pavilion mil basecoat and 1.25 dry mil topcoat, color and performance to match vinyl cladding. B. Prime Paint Finish: Manufacturer's standard primer for exposed exterior wood surfaces. PART 3 EXECUTION 3.01 INSTALLATION A. Install Work of this Section in accordance with the manufacturer's printed installation instructions, except as otherwise specified. B. Set units plumb, level and true to line (within 1/4 inch), without warp or rack of frames or sash. Provide required support and anchor securely in place. Seal entire perimeter of each window unit. 3.02 ADJUSTING AND CLEANING A. Restore major visual damage to cladding in a manner to match the appearance and performance of the original finish. B. When directed, or just before the Project is turned over to the State, remove dirt and other foreign material finished surfaces and both sides of glass. Wash and polish glass on both sides. C. Adjust operating sash and hardware to provide a smooth operation with tight, weatherproof closure. Lubricate hardware and moving parts. END OF SECTION WOOD WINDOWS 08550-4 EidocumenN\T Wappil W2014\W21406 Mai z Field Pavilion\Specifications\Tech Spe¢\08550 aoc Town of Wappinger Martz Field Pavilion SECTION 08710 FINISH HARDWARE PART 1 - GENERAL 1.01 SCOPE A. Furnish all labor, materials, equipment, transportation, services and appliances necessary to complete the following: 1. Finish hardware installation including necessary screws, bolts, special fasteners, expansion shields, and other devices necessary and required for proper hardware application. 2. Includes cylinder locks for folding grilles. 1.02 RELATED WORK SPECIFIED ELSEWHERE A. Hollow Metal Doors, Ref.: Section 08110. 1.03 SUBMITTALS A. Submit necessary templates to hollow metal and wood door manufacturer, and to any other manufacturers as needed. 1.04 DELIVERY AND STORAGE A. Packing and Marking: Package each item of hardware and each lock set separately in individual containers, complete with necessary screws, keys, instructions, and installation template for spotting mortising tools. Mark each container, identifying installation location of each item. Keep knobs suitably covered during construction period. PART 2 — PRODUCTS 2.01 MATERIALS A. Bolts, screws and other fastenings required for the application of the finish hardware shall be of size and type to ft requirements and shall be of same material and finish as the exposed parts of the hardware which they fasten. B. Strikes: Furnish curved lip strikes with dust box of sufficient length to protect trim on all locks or latches. FINISH HARDWARE 08710-1 Eldocuments\T Wappingef a W2014\W21406 Martz Field Pavilion\Speciflcalions\Tech Specs\08710.doc Town of Wappinger Martz Field Pavilion C. All locks, locksets, latchsets, and bolts shall conform to ANSI A156. All locks shall accept interchangeable, removable cores as manufactured by Best Lock Corp. Locks by other Manufacturers that accept Best cores may be acceptable. All exterior locks require the best high security cylinder protecting device. 2.02 APPROVED MANUFACTURERS A. Butts and hinges: H1 — Stanley FBB191-32 or equal, H5 — Stanley FBB98 or equal, H6 — Stanley FBB113 or equal. B. Door holders and closers: LCN, Ct — LCN 4110 series or equal. C. Latchset: Best, Locks, Locksets and L1 — Best 45H7A15MV, L3 — Best 93K7D15C — Best 93K7N156, L8 — Best 9K7E15D, 1-8-Best 9K7R15D. D. Panic hardware: Von Duprin, XI — Vonduprin 99L or equal, X4 — Vonduprin 9947L or equal. E. Stops and Holders: S1 — BBW WC9X or equal. F. Kickplates: K1 — BBW 10" H x 0.05" thick or equal. G. Threshold: T1 — Pemko 175A or equal. H. Weatherstrip: W1 — Pemko 588D or equal., W2 — Pemko 588D with 222AV Door Shoe or equal. I. Silencers: Ives, at each hinged door frame, 3 required, each. J. Mechanical Pushbutton Locks: ILCO Simplex, L10-ILCO Series LP-1000, L11-ILCO Series LP-1000, or equal. PART 3 - EXECUTION 3.01 INSTALLATION A. For installation, removal for purpose of painting, and re-installing, refer to Section 06200, "Finish Carpentry." END OF SECTION FINISH HARDWARE 08710-2 E\d.c,me is\T WappingeA\ W2014\W21406 Manz Field Pavilion\Specifications\Tech SmmQ8710.doc Town of Wappinger Martz Field Pavilion SECTION 08721 THRESHOLDS, WEATHERSTRIPPING AND SEALS PART 1 - GENERAL 1.01 RELATED WORK SPECIFIED ELSEWHERE A. Section: 07900- Joint Sealants 1.02 REFERENCES A. Handicapped/Barrier Free: ANSI A117.1, 4:13.8 Pt 2, Title 24, CAC Sec 2-3303(1). B. Sound Tested Seals: ASTM E 90, Sound Transmission Constant (STC) Opening Rating -ASTM E 413. C. Builders Hardware Manufacturers Association Standards for fasteners. 1.03 SUBMITTALS A. Product Data: Catalog sheets, specifications, installation and maintenance instructions for each item and type. B. Samples: 1. 6 inch long section, each item and type. 2. Fasteners: Each type. 3. Color Samples: a. Color Anodized Aluminum: Manufacturer's standard colors. 1.04 QUALITY ASSURANCE A. Use resilient or flexible stripping and seals that are easily replaceable and available during the anticipated life of the building. PART 2 - PRODUCTS 2.01 MATERIALS A. Metals: 1. Extruded Aluminum: Alloy 6063, hardness T5 or T6. B. Neoprene: Minimum chlorine content 12 percent. THRESHOLDS, WEATHERSTRIPPING AND SEALS 08721-1 E\documents\T Wappinger\a W2014\W214M Martz Field Pavilion\Specrricalions\Tech Spece\00721.doc Town of Wappinger Martz Field Pavilion 1. Closed Cell Neoprene: Mil R6130B, Type II, Grade A, B, C. C. Fasteners: Builders Hardware Manufacturers Association Standard 1001, unless otherwise specified. 2.02 EXTRUDED THRESHOLDS A. Types: 1. Type 1: Single piece saddle. B. Metal: Extruded aluminum. C. Surface Pattern: Grooved tread. D. Finishes: 1. Aluminum: Clear anodized. E. Fasteners: 1. Aluminum Thresholds: Phillips flathead wood screws, stainless steel, or flathead machine screws and anchors as appropriate for the substrate, and type of threshold specified. 2.03 SPECIAL ACCESSORIES A. Cover Plates for Door Closers: Construction and finish to match threshold type. Openings and cutouts for hardware unit spindles. Coordinate fabrication with final approved hardware schedule and necessary templates. 2.04 THRESHOLD FABRICATION A. Fabricate thresholds of length required for a tight fit against door frames. Cope to provide fitting around obstructions. Leave edges free of burrs. B. Factory miter corners and ft with end returns to close exposed ends of thresholds not covered by door frame. C. Drill holes 3 inches from each end of threshold and intermediate holes 12 inches maximum oc for required fasteners. Prepare holes for countersunk fasteners. 2.05 DOOR BOTTOM PROTECTION THRESHOLDS, WEATHERSTRIPPING AND SEALS 08721-2 E:\Documents\T Wappinger\a W2014\W21406 Matin Field Pavilion\Specilcations\Tech Specs\06721 aoc Town of Wappinger Martz Field Pavilion A. Sweep Type: 1. Mounting: Surface. 2. Housing: Extruded aluminum, main walls and flanges, minimum 0.062 inches thick. 3. Finish: Clear anodized. 4. Seal: Solid neoprene. 5. Fasteners: Manufacturer's standard or recommended fasteners in compatible material and matching finish, unless otherwise specified. 2.06 DRIP CAPS A. Types: 1. Sill Protection. 2. Top Protection. a. Extended rain drip cap. B. Metal: Extruded aluminum. C. Finish: Anodized. D. Fasteners: Manufacturer's standard or recommended fasteners in compatible material and matching finish, unless otherwise specified. 2.07 HEAD AND JAMB WEATHERSTRIPPING AND SEALS A. Resilient Insert Type: 1. Mounting: Surface. 2. Housing: Extruded aluminum; main walls and flanges, minimum 0.06 inch thick. 3. Finish: a. Aluminum: Clear anodized. 4. Seals: Closed cell sponge neoprene. a. 3/16 inch x 5/8 inch. 5. Fasteners: Manufacturers standard or recommended fasteners in compatible material and matching finish, unless otherwise specified. 2.08 MEETING STILE PROTECTION -ASTRAGALS A. Meeting Stiles Seals: THRESHOLDS, WEATHERSTRIPPING AND SEALS 08721-3 E:aocuments\T Wappinyer\a W20141W21406 Martz Field PwlioMSpecfications\Tech Specs\08721.doc Town of Wappinger Martz Field Pavilion 1 . Types: a. Weather. 2. Mounting: a. Surface. 3. Housing: Extruded aluminum, main walls and flanges, minimum 0.062 inches thick. a. Finish: Mill. 4. Housing: Stainless steel, manufacturer's standard thickness. 5. Seal: Extruded neoprene. 6. Fasteners: Manufacturer's standard or recommended fasteners in compatible material and matching finish, unless otherwise specified. 7. Adhesive: Manufacturer's recommended adhesive strip. B. Adjustable Astragals: 1. Mounting: Surface. 2. Housing: Extruded aluminum, main walls and flanges, minimum 0.062 inches thick. 3. Finish: Clear anodized aluminum. 4. Seal: All metal. 5. Fasteners: Manufacturers standard or recommended fasteners in compatible material and matching finish, unless otherwise specified. PART 3 - EXECUTION 3.01 INSTALLATION A. Install the Work of this Section in accordance with the manufacturers printed instructions, except as shown or specified otherwise. B. Level and align thresholds with frames and doors. Where required, use non-corrosive shims. 1. Exterior Doors: Set thresholds in a solid bed of Type 3 sealant. 2. Secure thresholds to substrate with countersunk fasteners. C. Install surface mounted automatic door bottom between stops with activating rod on hinge side of door. D. Mount sweep type door bottom protection/drip caps on exterior side of doors. 1. Before mounting apply Type 2 sealant on the back side of bearing surface. Secure to door with required fasteners. THRESHOLDS, WEATHERSTRIPPING AND SEALS 08721-4 E\documents\T Wappingerta W2014\W21406 Martz Field Pavilion\Specification Tech Specs108721.tloc Town of Wappinger Martz Field Pavilion E. Weatherstripping and Seals: 1. Starting at the head, install continuous stripping at each opening without unnecessary interruptions at door corners and hardware. 2. Secure fasteners for stripping and seals so they will not work loose during door operation. Exposed heads of fasteners shall be free of sharp edges. 3. Coordinate meeting seals with hardware before installation. 4. Install units plumb and level at the optimum location to maintain a permanent effective seal. F. Mount security astragals prior to attaching panic device hardware. 3.02 ADJUSTING AND CLEANING A. Adjust the stripping and seals, if necessary, to achieve an effective seal for proper operation of doors and hardware. B. Clean exposed surfaces by methods recommended in writing by the manufacturer. END OF SECTION THRESHOLDS, WEATHERSTRIPPING AND SEALS 08721-5 E\documeMsJ Wappingerla W2014,W21406 Marx Field Paiiilion\SpecRcations\Tech Specs\08721 doc PROPOSALFOR TOWN OF WAPPINGER MARTZ FIELD PAVILION CONTRACT NO. 14-010 DIVISION 100 INSTRUCTIONS TO BIDDERS PREPARED BY: MORRIS ASSOCIATES ENGINEERING CONSULTANTS, PLLC 9 ELKS LANE POUGHKEEPSIE, NEW YORK 12601 JUNE 2014 MA#: W21406 ARTICLE A: GENERAL PROVISIONS A.1 Location and Description of Protect The work proposed under Contract No. 14-010 is located at Martz field at the intersection of Montfort Road and Pye Lane in the Town of Wappinger. The work includes construction of a 3025 S.F., open air pavilion with 2, integrated, masonry storage sheds. The pavilion will be timber framed with a concrete slab. All excavation and site work is included. TIME IS OF THE ESSENCE in this contract. The work shall be completed according to the time frame contained in Division 300 of these specifications. _.. A.2. Definitions (a) Bid Documents" shall mean the Bidding Requirements and the Contract Documents, listed below, both as a whole and severally: Bidding Requirements 1) Notice to Bidders 2) Instructions to Bidders 3) Bid Form 4) Sample Contract 5) Certification of Non-Collusion by Bidders 6) Bid Bond 7) Contractor's Statement of Qualifications Contract Documents L. 1) Contract Agreement 2) Performance Bond and Labor and Material Payment Bond 3) General Conditions for Contract 4) Special Conditions for Contract 5) Technical Specifications 6) Drawings 7) All Addenda 8) All provisions required by law to be inserted in the Contract whether actually inserted or not. 9) Change Orders (b) "Bid"- a complete and properly signed proposal to do the work for the sums stated therein, submitted in complete accordance with the bid requirements. (c) "Bidder' - the individual, firm or corporation who submits a bid. (d) "Proposal" shall mean the bound volume of bidding requirements and the 1002 e:ao mentsv wappingena w214%w21405 ma�field pavihon\peaficebons%front endbnar0 fid div 1X.doc plans, specifications and addenda and all the contract documents offered by the Owner for acceptance by bidders and which will become the contract upon acceptance by the Owner of a bid. (e) other definitions listed in the General Conditions, A,3 Estimates of Bid Quantities. Bidders are warned that the estimate the approximatequantities of the various only and are given solely to be and materials as set forth hms of work e are ann used as a uniform basis for the comparison of bids. AA siteC_ond!uo'ns The Owner does not guarantee that all pipes, ducts, utilities,and other underground structures are shown on the plans. The information given is intended only as a guide to the bidder. By submission of a bid, the bidder agrees and represents that it has visited the site prior to the time of submitting the bid and has inspected and given consideration to the conditions under which the work Is to be performed. In addition,the bidder shall carefully examine the site of the proposed work and all premises adjacent thereto. The bidder shall satisfy and fully inform itself from its own investigation or research as to the nature and location of the work, * the general and local conditions, * the various means of approach to the sites, * the sites and facilities for delivering, unloading, storage,and handling of materials and equipment, the character, quality, and quantity of existing materials, * the kind and extent of equipment, labor, materials, and facilities needed, and all other items, which may in any way affect the work or its performance in accordance with the contract requirements. In addition to making the careful examination referred to above, the bidder, at its own expense and only after having received written approval from the Engineer, 1003 e bocumentsY wapp�n9er`a w2014*21406 Mrf,field e,d"am 9E tliv 106.do may make borings, test pits or such other methods as it may prefer to satisfy itself as to the character, location and amounts of water, mud, clay, sand, gravel, quicksand, boulders, conglomerate, rock and other material which may be encountered in the locations where the proposed work is to be performed. A.5 Governing Laws and Regulations The bidder shall comply with the contract requirements for labor laws, labor safety, labor rates, labor standards, and non-discrimination. A copy of the prevailing wage determinations is included with this proposal. The Town of Wappinger is an exempt organization under the Tax Laws and is exempt from payment of Sales and Compensating Use Taxes of the State of New York and cities and counties of the State for all materials which are to be incorporated into the construction, pursuant to the provisions of the contract. These are not to be included in the bid. However,this is not to be construed by bidders as relieving them from any obligation to pay a sales tax on applicable items pursuant to terms of the present Sales Tax Law. A.6 Addenda and Interpretations Any discrepancies or omissions found in the drawings or specifications shall be brought to the attention of the Engineer, Morris Associates. No interpretation of the meaning of the drawings, specifications, or other contract documents will be made to any bidder orally. Prospective bidders must request in writing such interpretation from the Engineer and such interpretation will be given in writing. To be given consideration, such request must be received at least seven(7)working days prior to the date fixed for the opening of the bids. Any and all such interpretations and any supplemental instructions will be in the form of written addenda which, if issued, will be sent by registered mail, with return receipt requested, or by fax, to all prospective bidders (at the respective addresses furnished for such purposes) not later than five (5) working days prior to the date fixed for the opening of the bids. All addenda so issued shall become part of the contract documents. 1004 e'Woumemsdwappinoena w2014\w214o mar¢field pavilionNspe iicabons\frontendMa=fldLiv10040- ARTICLE B: BIDDING PROCEDURE B.1 Form of Bid Bid Form must remain attached to and bound in this Bidding Requirements manual. A bid must be submitted only on the designated form, all blank spaces of which must be filled in, in ink,in both words and figures with the total sum for which the bid is made. In case of a discrepancy, the word description will govern. The complete form shall be without erasures, interlineations, or alterations. No oral, telegraphic or telephonic bid or bid modifications will be considered. The signature(s) on the bid and all other contract documents must be in ink and in longhand. An officer or a principal of a corporation or a partnership signing for the bidder shall print or type the legal name of the person, partnership, or corporation on the line provided and place its signature in the appropriate space. All other information required shall be typed or printed on the lines provided. The Certification of Non-Collusion by Bidders, attached hereto, shall be considered to be a part of the bid and no bid will be considered unless it remains attached to the bid and bears the signature or initials of the bidder or its authorized agent. The bidder shall also be responsible at the time of bidding for completing any other certifications required by these bid documents. Prior to submitting its bid, the bidder shall verify that it has received all addenda issued. The bidder shall acknowledge receipt of all addenda on the bid form. Failure of the bidder to receive all addenda or interpretations shall not relieve the bidder from any obligation under the bid as submitted. B.2 Bid security As assurance that the bid is made in good faith, the bid must be accompanied by: (a) A certified check drawn on a solvent bank or trust company with its principal place of business in New York State, in an amount equalto five percent(5%) of the amount bid and made payable to the Town of Wappinger; or, (b) A bond issued by a surety authorized to do business in New York State, and approved by the Owners attorney, in an amount equal to five percent(5%)of the amount bid, on the form attached hereto. Said check or bid bond shall be given as a guarantee that the bidder will enter into a 1005 e Wocumen[s wappinger w20141w214%maiu field pavihon� cdirations\front endtrar fid div 100.doc contract with the Owner within ten (10) days after notification by registered mail of the acceptance of its bid. Such bid security of the three (3) lowest bidders may be held for forty-five (45)days as permitted by State law at the discretion of the Owner '.. and then returned. Security of the other bidders will be returned within ten (10)days after the opening of the bids. In case of refusal, or of failure, of the selected bidder to enter into a contract within the stipulated time, that bidder shall be considered to have abandoned the contract and the check or bond will be declared forfeited to the Owner as liquidated damages. No plea of mistake in a bid (except excusable error as determined by Owner) shall be available to the bidder for the recovery of its bid security or as a defense to any action based on neglect or refusal to execute a contract. 6.3 Submission of Bid Bids.will.be.received.by the.Owner at the Office of the.Town Clerk of the Town of Wappinger,Town Hall,20 Middlebush Road, Wappingers Falls, New York until the date and time stated in the Notice to Contractors, at which time and place they will be publicly opened and read aloud. Any bid may be withdrawn prior to the scheduled time for the opening of bids and authorized postponement thereof. Bid modification by amendment may be considered on condition that: (1) the amendment arrives before the time set for the bid opening, (2) the amendment is in writing and signed by the bidder, and (3) the bid, as amended, conforms in all respects with the bidding requirements. Any bid received after the time set for opening will not be considered and will be returned unopened to the bidder. The bid must be submitted in a sealed envelope, bearing on the outside the name of the bidder, its mailing address and street address, and the name and number of the contract for which the bid is being submitted. If forwarded by mail, preferably by registered mail, the sealed envelope(s) containing the bid and marked as directed above must be enclosed in another envelope addressed to the Town of Wappinger, Town Hall, 20 Middlebush Road, Wappingers Falls, New York 12590. The Owner may consider as irregular any bid not prepared and submitted in accordance with the provisions hereof. Bid shall remain in force for forty-five(45)days from the bid opening date, pursuant to the provision of General Municipal Law 105. ARTICLE C: AWARD OF CONTRACT 1006 e:kxumentsB wappingerta.20141.,21406 matef.ld p.W,.Ns ,ficatnns*ont endMar fld dry 100.doc CA Award of Contract If awarded,the contract may be awarded to the lowest responsible bidder furnishing the required security. If alternates or options are described or requested by Owner in the contract documents, the Owner reserves the right to accept or reject any or all alternates or options. The lowest bid will be determined by the sum of the base bid or the accepted alternates or options. The Owner reserves the right to reject any or all bids, and advertise for new bids, if in its opinion the best interest of the Town will thereby be promoted. In the event that all bids are rejected, each bidder will be so notified. C.2 __Irregular Bids _. . Any bid,which fails to conform to the requirements of the contract documents,may be rejected. Failure to complete all required certifications may cause the bid to be considered irregular and therefore not eligible for award. The Owner may waive any informality or afford the bidder an opportunity to remedy any deficiency resulting from a minor irregularity. C.3 Determination of Contractor's Responsibility The law requires that contracts for public work in the State of New York be awarded to the lowest responsible bidder as will best promote the public interest. In order to assist the Owner in determining whether the apparent low bidder meets this standard, the Owner reserves the right to require the apparent low bidder to submit a statement containing the following: (1) a statement as to any competitively bid project on which the bidder submitted the low bid but was not awarded a contract, within the previous five years, (2) a certified financial statement showing assets (including a list of equipment owned by the bidder), liabilities and net worth, (3) a list of the officers and principals of the bidder, and a list of all subsidiary or affiliated companies in which the bidder's principals have any financial interest, (4) a list of the number of full time personnel of the bidder and a description of the construction experience of the bidders principals and supervisory personnel, 1 D07 e:mocuments\t wappingeda W 014\w214X m.=field pavilionkpecifwiionstlront enNmartz fltl tlry 100.tloc (5) a statement as to any projects which the bidder or its predecessors failed to complete or any litigation in which the bidder has been involved within the previous three fiscal years, (6) a list and description of all contracts completed by the bidder within the previous three fiscal years, including a list of project names, references and telephone numbers, (7) a list and description of the status of all uncompleted contracts of the bidder, and (8) statements of the bidder's net total billings and average backlogs of uncompleted work on outstanding contracts for each of the previous three . ..fiscal years. (9) description of experience with projects of comparable size, complexity and cost within the last 5 years. (10) disclosureofconvictionsfor violationsofany prevailingvvageoremployment regulations, OSHA requirements, unemployment insurance tax provisions, workers' compensation regulafions, or any federal, state or municipal environmental or health laws, codes, rules or regulations. (11) demonstration of ability and capacity to perform substantial portion of the project with its own forces; identification of all work to be subcontracted, and a list of all proposed subcontractors. Any of the above information with respect to proposed subcontractors may also be requested. CA Security for Faithful Performance The successful bidder, simultaneously with the execution of the contract, shall submit on the form provided herein, a performance bond in the amount of one hundred percent (100%) of the contract price, as a guarantee that it shall well,truly and faithfully perform the duties, undertakings, covenants, terms, conditions and agreements of said contract during the original term thereof and any extensions thereof which may be granted by the Owner and during the one year guaranty period. The performance bond shall serve as security forthe faithful performance of this contrail C.5 Security for Faithful Payment The successful bidder, simultaneously with the execution of the contract, shall submit on the form provided herein, a Labor and Material Payment Bond in the 1008 e do men4Vwappinger w2014\w214%maQ fieldpavilionkpecfica0ons\front end nar i dlv100doc amount of one hundred percent(100%) of the contract price, as a guarantee that it will,truly and faithfully make payment of all persons performing labor and furnishing materials in connection with the contract. Said bond shall be issued by a surety company authorized to do business in the State of New York and approved by the Owners attorney. Attorneys-in-fact who sign labor and material payment bonds must file with such bonds a certified copy of the power of attorney to sign such bonds. ARTICLE D: GENERAL INFORMATION DA Bidding and Contract Award Steps (1) Plans and specifications shall be obtained only from the Town Clerk. (2). ._ Bids will be openedby the.Town Clerk,and then taken by the.Engineer for review. (3) The Engineer will return all bids to the Town Clerk, along with a recommendation for award. The Town Attorney should also review the bids, including accompanying documents. (4) The Town Board will vote to award the contract at a Town Board meeting, following which the Town Clerk will send the Notice of Award along with three blank contract forms and blank bond forms to the successful bidder. (5) The Contractor shall complete the forms and return to the Supervisor for signature. Note that the date on the bonds shall not be earlier than the date of the Supervisors signature. (6) One original contract shall be given to the Town Clerk, and a copy shall be given to the Engineer. (7) Upon receipt of the actual bonds, the Town Clerk will issue the Notice to Proceed. A copy should be given to the Engineer. (8) Upon receipt of the Notice to Proceed, the Contractor shall request to schedule the pre-construction conference. At the meeting, the Contractor will be furnished four sets of plans, specifications and all addenda at no charge. The Contractor may purchase additional plans, specifications, and addenda at the cost to the Town for such materials. (9) Progress and final payments shall be made in accordance with the General Conditions Article 8. The applications should preferably be made on originals of AIA forms, or equivalent forms may be used. All other supporting 1009 e mocmentsV wappinger� w2014WI1 maRSeld pavilionsi afswbonsftnt endnar fid div 101am documentation shall also be on originals of the AIA forms or equivalent forms. Applications made on photocopies will not be processed. 10010 e'do^�mentsV.,,n,eee W 014\w21406 mar>z rre d endo ap fid div 100.d. PROPOSALFOR TOWN OF WAPPINGER MARTZ FIELD PAVILION --. CONTRACT NOS-14-010- DIVISION 200 BID FORM PREPARED BY: MORRIS ASSOCIATES ENGINEERING CONSULTANTS, PLLC 9 ELKS LANE POUGHKEEPSIE, NEW YORK 12601 JUNE 2014 MA#: W21406 TOWN OF WAPPINGER MARTZ FIELD PAVILION CONTRACT#14-010 BID FORM THE TOWN RESERVES THE RIGHTTO REJECTANY ORALL BIDS. EACH BID FORM SHALL BE ACCOMPANIED BY BID SECURITY(AS DESCRIBED IN THE INSTRUCTION TO BIDDERS). TO THE TOWN BOARD, TOWN OF WAPPINGER, NEW YORK Pursuant to and in compliance with your invitation to bid contained in the Notice to Contractors dated , (month) (day) (year) the undersigned hereby proposes to furnish all labor, machinery, equipment, facilities, tools, transportation, supplies, materials, insurances, permits, certificates, tests, guarantees, protection of equipment and property and life during construction; as well as competent and qualified supervision for all phases of the work, and other facilities and things necessary or proper for or incidental to, Town of Wappinger Martz Field Pavilion, Town of Wappinger, as required by and in strict accordance with the plans, specifications and all other documents relating to Contract No. 14-010, for the prices stipulated and as shown on this bid form. Name of Bidder: (Individual, Partnership, Corporation or LLC)` . Circle applicable word The undersigned declares that the bidding and contract documents have been carefully examined and that all things necessary for the completion of the work shall be provided. Receipt of the following addenda is hereby acknowledged: DATE SIGNATURE ADDENDUM NO, 1 ADDENDUM NO. 2 ADDENDUM NO. 3 ADDENDUM NO. 4 In consideration of, and to induce the award of this contract to him/her, the bidder 20001 ae�� ,,..wcWrce��.mra,n,^"�a�n�xe o�m�-..�wms4ssw„x�.emaaee a.vonmo represents and warrants that: (a) If this bid is accepted by the Town Board,Town of Wappinger, as evidenced by issuance of a Notice of Award by the Owner, and mailed by registered mail with return receipt requested to the address of the bidder as indicated on his/her bid, the bidder will execute a contract on the form of agreement herein provided and will comply with all provisions of said Notice of Award. (b) This bid is made without any understanding, agreement or connection with any other person, firm or corporation making a bid for the same work, and that it is in all respect fair and without collusion or fraud. (c) The bidder has carefully examined and fully understands all of the parts of the contract documents,and that the bidderwill execute the contract and will completely perform it in strict accordancewith the provisions thereof for the sum set forth on the bid. Unit Prices have been computed in accordance with the Contract Documents. Bidder acknowledges that estimated quantities are not guaranteed, and are solely for the purpose of comparison of Bids, and final payment for all Unit Price Bid items will be based on actual quantities, determined as provided in the Contract Documents. (d) No officer or employee of the Town Board, Town of Wappinger, or any person whose salary is payable in whole or in part by the Town Board is, shall be, or shall become interested directly or indirectly as a contracting party, partner, stockholder, surety or otherwise in this bid or in the performance of the contract or in the supplies, materials or equipment, or to work or labor to which it relates, or in any portion of the profits thereof. (e) The bidder is not in arrears to the Town Board upon debt or contract and is not a defaulter as surety, contractor, or otherwise upon any obligation to the Town Board, Town of Wappinger. (f) All work shall be completed within the time allotted,from the date specified in the Notice to Proceed or set by the contract documents, mailed to the undersigned by registered mail with return receipt requested to the legal address of the bidder as indicated on his/her bid. (g) If the bid documents contain any unlawful provision not an essential part of the bid and which shall not appear to have been a controlling or material inducement to the making thereof, the same shall be deemed of no effect and will upon notice by either the Owner or the bidder be deemed stricken from the bid documents without affecting the binding force of the remainder. (h) Each and every provision of any law and clause required by law to be inserted in the bid documents shall be deemed to be inserted herein and the 20002 e doame..,s.»ma .miaw�idw m.nn.ia>.aoaosmtioMurrd e�auNic nd d.V wo.doo bid documents shall be read and enforced as though it were included herein; and if through mistake or otherwise any such provision is not inserted or is not correctly inserted, then upon the application of either party, the bid documents shall forthwith be physically amended to make such insertion. (i) The bidder is financially solvent and sufficiently experienced and competent to perform the work. Q) The work can be performed as called for by the proposal and that the plans and specifications are in all respects suitable and adequate for the work. (k) The facts stated in his/her bid and the information given by him/her are true and correct in all respects. (1) The bidder is fully informed regarding all the conditions affecting the work to be done and labor and materials to be furnished for the completion of this contract, and that his/her information was secured by personal investigation and research. (m) In the event of a lawsuit, the bidder agrees that said suit shall be filed in the same county as the location of the project. - BID FOR CONTRACT WORK: Base Bid Install a pavilion, storage sheds and related items in accordance with the Contract Documents The signatory to this bid, for all work proposed, items furnished and strict compliance with all provisions of each and every Contract Document relating to Contract 14-010, agrees to accept(unless modified pursuant to the terms of the General Conditions) a total, final and fixed contract price not to exceed: (Words) 5 (Figures) 20003 ���.,s�m�+e.ammwn ax meaueaoaNno�Km�n.,.,n�„wmar_na�.zr a.Y Also made a part of this bid is the attached documentation per Division 100, Article C.3. Sign Bid Here AUTHORIZED SIGNATURE Print Name Title Official Company Name (Individual, Partnership, Corporation, LLC)* Circle applicable word Company Mailing Address _. __...... STREET CITY STATE ZIP CODE Federal Employer Identification No. Telephone No. (If bidder is a corporation, fill in the following blanks.) 200 4 e ocuments4 wapping"w20141w214M mal fle pavilion\pedfiotlons\Bunt en aM fid div 200doc Organized under the laws of the State of: Name and Address of President: Name and Address of Secretary: Name and Address of Treasurer. (If bidder is a Limited Liability Company, fill in the following blanks.) Organized under the laws of the State of Name of Manager or Managing Member: '.. Agent for Service of Process: '.. Address for Service of Process: 20005 STATE OF NEW YORK ) ss COUNTY OF On the day of before me,the undersigned, a Notary Public in and for said State, personally appeared personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his capacity, and that by his signature on the instrument, the individual, or the person upon behalf of which the individual acted, executed the instrument. _ _. .. NOTARY PUBLIC 20006 a�.�rtu+a�m�w.mim.naosma,asaa,A„raw���uram eraw�ena a.mae: BID BOND If a bond is used, the form bound in this manual should be used. No other form may be used except with prior approval by the Owner after review by the Town Attorney which approval may be granted or withheld, in the Owner's discretion. 20007 BID BOND KNOW ALL MEN BY THESE PRESENTS: that as Principal,and as Surety,are hereby held and firmly bound unto the Town Board, Town of Wappinger, New York in the amount of: Dollars $ for the payment whereof Principal and Surety bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. Signed this day of 20 . WHEREAS, the condition of the above obligation is such that, whereas the Principal has submitted to the Town Board a certain bid, attached hereto and hereby made a part hereof, to enter into a contract in writing forthe Water Main Extension to Route 9 Water Main Loop for the Town of Wappinger, New York, as shown and specified in Contract No. 13-010. NOW THEREFORE, (a) If said Bid shall be rejected, or in the alternate (b) If said Bid shall be accepted and the Principal shall execute and deliver a contract in the Form of an Agreement attached hereto (properly completed in accordance with said Bid) and shall in all respects perform the agreement created by the acceptance of said Bid, then this obligation shall be void. Otherwise, the same shall remain in force and effect, it being expressly understood and agreed that the liability of the Surety for any and all claims hereunder shall, in no event, exceed the amount of this obligation as herein stated. The Surety, for value received, hereby stipulates and agrees that the obligations of said Surety and its bond shall in no way be impaired or affected by any extension of the time within which the Principal may accept such bid;and said Surety does hereby waive notice of any such extension. IN WITNESS WHEREOF, the Principal and the Surety have hereunto settheir hands and seals, and such of them as are Corporations have caused their Corporate seals to be hereto affixed and these presents to be signed by their proper officers, the day and year first set forth above. (SEAL) PRINCIPAL `Insert Bidders Name —Insert Surety's Name By 20008 owo,mE,n:u.aoa•�se^<wma+rz,aa�nr ier�iwu�nra�uvam�mm.mnewmo.aQ Signed, sealed and delivered in the presence of (Corporate seal of Contractor if a corporation) Contractor By By (Title of Officer) (Corporate seal of Surety) Attest (Title of Officer) 20009 STATE OF NEW YORK ) ss: COUNTY OF On the day of , _ before me,the undersigned, a Notary Public in and for said State, personally appeared personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his capacity, and that by his signature on the instrument, the individual, or the person upon behalf of which the individual acted, executed the instrument. _. . .. _. _.. NOTARY PUBLIC 20010 e'.Wocument Vppinger w2014tw214M ma=fieri pavllonO pecifications*ont entl aR OG dw 200 aoc CERTIFICATION OF NON-COLLUSION BY BIDDER No bid will be considered unless this Certification remains attached to and is submitted with the Bid By submission of this bid,each bidder and each person signing on behalf of any bidder certifies,and in the case of a joint bid each party thereto certifies as to its own organization, under penalty of perjury, that to the best of his knowledge and belief: (1) The prices in this bid have been arrived at independently,without collusion,consultation, communication, or agreement for the purpose of restricting competition as to any matter relating to such prices, with any other bidder or with any competitor. (2) Unless otherwise required by law the prices which have been quoted in this bid have not knowingly been disclosed by the bidder and will not knowingly be disclosed by the bidder, directly or indirectly, to any otherbidder or to any competitor, before the time of the bid opening. _.. _ _. _. _. _ (3) No attempt has been made or will be made by the bidder to induce any other person, partnership or corporation to submit or not to submit a bid for the purpose of restricting competition. A bid shall not be considered for award nor shall any award be made where(1) (2)and (3)above have not been complied with; provided however, that if in any case the bidder cannot make the foregoing certification, the bidder shall so state and shall furnish with the bid a signed statement which sets forth in detail the reasons therefore. Where(1)(2) and (3) above have not been complied with,the bid shall not be considered for award nor shall any award be made unless the head of the purchasing unit of the State,public department or agency to which the bid is made, or his designee, determines that such disclosure was not made for the purpose of restricting competition. (4) The fact that a bidder(a) has published price lists, rates, or tariffs, covering items being procured,(b)has informed prospective customers of proposed or pending publication of new or revised price lists for such items, or (c) has sold the same items to other customers at the same prices being bid, does not constitute,without more,a disclosure within the meaning of subparagraph (1). (5) Any bid hereafter made to any public authority or to any official of any public authority created by the State or any political subdivision, by a corporate bidder for work of services performed or to be performed or goods sold or to be sold where competitive bidding is required by statute, rule, regulation, or local law,and where such bid contains the certification referred to in the lead paragraph of this section,shall be deemed to have been authorized by the board of directors of the bidder and such authorization shall be deemed to include the signing and submission of the bid and the inclusion therein of the certificate as to non-collusion as the act and deed of the corporation. I affirm these statements under penalty of perjury. BIDDER'S SIGNATURE: DATE: 200i e:dccumenlsq wappin9era w 014\w214g marls field pavilion\specfie5enstl09t endo a�fd div 200,dm PROPOSALFOR TOWN OF WAPPINGER MARTZ FIELD PAVILION CONTRACT NO. 14-010 _. __... DIVISION 300 CONTRACT PREPARED BY: MORRIS ASSOCIATES ENGINEERING CONSULTANTS, PLLC 9 ELKS LANE POUGHKEEPSIE, NEW YORK 12601 JUNE 2014 MA#: W21406 TOWN BOARD TOWN OF WAPPINGER, NEW YORK MARTZ FIELD PAVILION CONTRACT NO. 14010 THIS AGREEMENT, made and executed this day of , in the year Two Thousand and , by and between the Town Board, Town of Wappinger, Owner and , Contractor. This Contract Agreement includes the plans and specifications for the Project identified thereon as such prepared by Morris Associates plus the following Contract Documents: 1. Performance Bond and Labor and Material Payment Bond 2. General Conditions of Contract 3. Special Conditions for Contract 4. Technical Specifications 5. Drawings 6. All Addenda 7. All provisions required by law to be inserted in this contract whether actually inserted or not 8. Change Orders all which are hereby incorporated herein by reference and made a part hereof. Change Orders issued hereafter, and any other amendments executed by the Owner and the Contractor, shall become and be a part of this Contract. Documents not included or expressly contemplated in this Paragraph do not, and shall not, form any part of this Contract. All the above documents constitute the entire and exclusive agreements between the parties with reference to the Project, and said Contract supersedes any and all prior discussions, communications, representations, understandings, negotiations, or agreements. 30002 e ldocumentsk wappingefa w2014\w21406 mar,field pavilionzpeclnwGons\front end M2rt field div 300 doc WITNESSETH: in consideration of the mutual agreements herein contained the parties hereto have agreed and hereby agree with each other, the Owner, its successors and assigns, and the Contractor, and his/her successors and assigns, as follows: The Owner, Town of Wappinger, New York agrees to pay and the Contractor agrees to accept (unless modified pursuant to the terms set forth in the General Conditions) a total, final and fixed Contract Price of: for MARTZ FIELD PAVILION Contract No. 14-010- The Contractor will furnish all labor and materials necessary to perform the work shown, required to complete the Contract, including: all labor, supervision,machinery,equipment, facilities, tools, transportation, supplies, materials, insurance, permits, certificates, tests, guarantees, protection of equipment and property and life during construction, and all other things whether or not explicitly Shown or mentioned,.necessary and.proper for or incidental to the completion of a workmanlike job, complete in every respect and detail, left ready and in perfect condition for the Owners use, as called for in the contract documents. Within 7 days of signing this contract, the Contractor shall submitto the Engineer in writing the name of each proposed subcontractor and supplier and obtain the Engineer's written consent to such subcontractor and supplier. The names shall be submitted in ample time to permit acceptance or rejection of each proposed subcontractor and supplier by the Engineer without causing delay in the work of the Project. In order to induce the Owner to execute this Contract and recognizing that the Owner is relying thereon, the Contractor, by executing this Contract, makes the following express representations to the Owner. A. The Contractor is fully qualified to act as the contractor for the Project and has, and shall maintain, any and all licenses, permits or other authorizations necessary to act as the contractor for, and to construct, the Project; B. The Contractor has become familiar with the Project site and the local conditions under which the Project is to be constructed and operated. C. The Contractor has received, reviewed and carefully examined all of the documents which make up this Contract, including, but not limited to, the plans and specifications, and has found them in all respects to be complete, accurate, adequate, consistent, coordinated and sufficient for construction. The Contractor agrees to begin work on the day specified in the Notice to Proceed and unless the date for completion is extended pursuant to provisions of the General Conditions, he agrees to complete the work within the timeframes as indicated below. In addition to any and all other duties, obligations and responsibilities of the Contractor set 300 03 W. n%U v2pp,n,efaw2014W1405 mattfieri fied d,300.tloc forth in this Contract, the Contractor shall have and perform the following duties, obligations and responsibilities to the Owner. A. The Contractor shall not perform work without adequate plans and specifications, ' or, as appropriate, approved shop drawings or other submittals. If the Contractor performs work knowing or believing it involves an error, inconsistency or omission in the Contract without first providing written notice to the Engineer and Owner, the Contractor shall be responsible for such work and pay the cost of correcting same; B. All work shall strictly conform to the requirements of this Contract; C. The work shall be strictly supervised, the Contractor bearing full responsibility for any and all acts or omissions of those engaged in the work on behalf of the Contractor; D. The Contractor hereby warrants that all laborfurnishedunderthisContractshallbe competent to perform the task undertaken, that the product of such labor shall yield only first-class results, that all materials and equipment provided shall be new and of high quality, that the completed work will be complete, of high quality, without defects, and that all work strictly complies with the requirements of this Contract. Any work not strictly complying with the requirements of this subparagraph shall constitute a breach of the Contractor's warranty; E. The Contractor shall obtain and pay for all required permits, fees and licenses customarily obtained by the Contractor. The Contractor shall comply with all legal requirements applicable to the work; F. The Contractor shall employ and maintain at the project site only competent supervisory personnel; G. The Contractor, within fifteen (15) days of commencing the work, shall provide to the Owner and the Engineer, and comply with the Contractor's schedule for completing the work. Such schedule shall be in a form acceptable to the Owner. The Contractors schedule shall be updated no less frequently than monthly(unless the parties otherwise agree in writing) and shall be updated to reflect conditions encountered from time to time and shall apply to the total Project. Each such revision shall be furnished to the Owner and the Engineer. Strict compliance with the requirements of this Subparagraph shall be a condition precedentto paymentto the Contractor, and failure by the Contractor to strictly comply with said requirements shall constitute a material breach of this Contract; H. The Contractor shall keep an updated copy of this Contract at the site. Additionally, the Contractor shall keep a copy of approved shop drawings and other submittals. All of these items shall be available to the Owner and the Engineer at all regular businesshours. Upon final completion of the work, all of these items shall be finally updated and provided to the Owner and shall become the property of the Owner; 30004 e diocumenlsdwappm9erd w20141w21436 mart field pavilion'specifiaYonsvrom and vnar�field Civ30 add I. Shop drawings and other submittals from the Contractor do not constitute a part of the Contract. The Contractor shall not do any work requiring shop drawings or other submittals unless such shall have been approved in writing by the Engineer. All work requiring approved shop drawings or other submittals shall be done in strict compliance with such approved documents. However, approval by the Engineer or the Owner shall not be evidence that work installed pursuant thereto conforms with the requirements of this Contract. The Owner and the Engineer shall have no duty to review partial submittals or incomplete submittals. The Contractor shall maintain a submittal log which shall include, at a minimum,the date each submittal,the date of any resubmittal, the date of any approval or rejection, and the reason for any approval or rejection. The Contractor shall have the duty to carefully review, inspect and examine any and all submittals before submission of same to the Owner or the Engineer; J. The Contractor shall maintain the Project site in a reasonably clean condition during performance of the work. Upon final completion, the Contractor shall thoroughly clean the Project site of all debris, trash and excess materials or equipment; and shall hand rake all disturbed areas and seed and mulch. K. At all times relevant to this Contract, the Contractor shall permit the Owner and the Engineer to enter upon the Project site and to review or inspect the work without formality or other procedure. L. The Contractor shall furnish separate performance and payment bonds to the Owner. Each bond shall set forth a penal sum in an amount not less than 100% of the Contract Price. Each bond furnished by the Contractor shall incorporate by reference the terms of this Contract as fully as though they were set forth verbatim in such bonds. The performance and payment bonds furnished by the Contractor shall be in form suitable to the Owner and shall be executed by a surety,or sureties, reasonably acceptable to the Owner. (See forms attached hereto.) M. This Contract is governed by the law of the State of New York. The parties agree that the venue for any litigation or action concerning this contract shall be Dutchess County Supreme Court. N. The time for completion of the entire project shall be within 90 days of the Notice to Proceed. The Contractor acknowledges that a delay in the supply of the project materials may result in additional expenses to the Town and agrees, in the event he/she fails to supply all the materials within the time period as specked hereafter to reimburse the Town in the form of liquidated damages in the amount of one thousand dollars ($1,000)for each calendar day of delay in the physical completion of the work, beyond the project time period as specified in the Town's Notice to Proceed, unless said projecttime period is extended by mutual agreement in written form by both parties hereto. 30005 e Wocumenis9 wappingerra w20144214M mar¢field pavilionlspecificafionsUmnt endWa=field d w 3Wdoc O. The Contractor, by placing his/her signature on this Contract, hereby certifies that he/she is familiar with the contents of all bid documents and the contract documents and he/she agrees to abide by and be bound by their contents and by all applicable Federal, State and local laws, ordinances and statutes. P. Payment, both progress and final, will be made as detailed in the General Conditions section of the Contract Documents. Each party binds itself, its successors, assigns, executors, administrators or other representatives to the other party hereto and to successors, assigns, executors, administrators or other representatives of such other party in connection with all terms and conditions of this Contract. The Contractor shall not assign this Contract without prior written consent of the Owner. . .. . . .. . . Owner. .. ...Contractor Seal Seal (Typed Name) (Typed Name) By: By (Signature) (Signature) (Printed Name, Title and Address) (Printed Name, Title and Address) (Date of Execution) (Date of Execution) TOWN OF WAPPINGER STATE OF NEW YORK ) ss COUNTY OF DUTCHESS) 30006 e:mocumenM wappingerl w201Mw214M mare field pavili0n\dedfJMti0nS4ront end vnariz field div 3M,dod On the day of before me,the undersigned, a Notary Public in and for said State, personally appeared personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his capacity, and that by his signature on the instrument, the individual, or the person upon behalf of which the individual acted, executed the instrument. NOTARY PUBLIC CONTRACTOR STATE OF NEW YORK ) SS' COUNTY OF ) On the day of before me,the undersigned, a Notary Public in and for said State, personally appeared personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his capacity, and that by his signature on the instrument, the individual, or the person upon behalf of which the individual acted, executed the instrument. NOTARY PUBLIC 30007 e'.tdowmeWt 4wapping.m w2014W2140G field div 3DOdoc PERFORMANCE BOND The form bound in this manual should be used. No other form of performance bond or other acceptable performance security may be used except with prior approval and the Owner, after review by the Town Attorney, which approval may be granted or withheld, in the owners discretion. L. 30008 e'.\aocuments4 wappinaera.2014\.21405 mars Geld pawhon\speG(cations\front endvnaY 9ela Liv 30C 60C PERFORMANCE BOND as surety ("Surety"), ', (Insert Proper Name of Surety) and (Insert Proper Name of Contractor) as principal ("Contractor'), enter into, execute this bond ("Performance Bond"), and bind themselves in favor of (Insert Proper Name of Owner) as obligee("Owner') in the penal sum of$ _.... (Insert Penal Sum) _.... as of the . This Penal Sum shall be deemed (Insert Date of Construction Contract) increased in the same amount that the contract price increases pursuant to change orders executed by the Owner and Contractor(see Article 5 of the General Conditions of Contract). WHEREAS, the Contractor has executed a contract with the Owner of even date herewith ("Construction Contract")for construction of (Insert Description and Location of the Construction Project) and, WHEREAS, the Owner has required the Contractor to furnish this Performance Bond containing the terms and conditions set forth herein as a condition to executing the Construction Contract with the Contractor. NOW THEREFORE, the Surety and the Contractor, both jointly and severally, and for themselves, their heirs, administrators, executors and successors agree: 1. The Construction Contract is hereby incorporated herein and by reference made a art hereof to the same extent and effect as though it were copied verbatim herein. The Surety and the Contractor are bound for the full performance of the Construction Contract including without exception all of its terms and conditions, both express and implied. 2. If the Contractor is in default of the Construction Contract and the Owner, by written 3009 e^domments wappingeP w2014tw21406 mark field pavilions dfiwbonsdronl endMah field div 30pdoo notice to the Contractor and the Surety,declares the Contractor to be in default and terminates the right of the Contractor to proceed, the Surety shall thereupon promptly notify the Owner in writing as to which of the actions permitted to the Surety in Paragraph 3 it will take. 3. Upon the default and termination of the Contractor and notice to the Contractorand Surety as provided in Paragraph 2 above, the Surety shall within 30 days proceed to take one or, at its option, more than one of the following courses of action: a. Proceed itself, or through others acting on its behalf, to complete full performance of the Construction Contract including, without limitation, correction of defective and nonconforming work performed by or on behalf of the Contractor. During such performance by the Surety the Owner shall pay the Surety from its own funds only such sums as would have been due and - payable to the.Contractor in.the absence of the default and termination;. _ b. Applicable law permitting, and with the prior written consent of the Owner, obtain bids or proposals from contractors previously identified as being acceptable to the Owner, for full performance of the Construction Contract. The Surety shall furnish the Owner a copy of such bids or proposals upon receipt of same. The Surety shall promptly select,with the agreement of the Owner, the best responsive bid or proposal and shall promptly tender the - contractor submitting it together with a contract for fulfillment and completion of the Construction Contract executed by the completing contractor, to the Owner for the Owner's execution. Upon execution by the Owner of the contract for fulfillment and completion of the Construction Contract, the completing contractor shall furnish to the Owner a performance bond and a separate payment bond, each in the form of those bonds previously furnished to the Owner for the project by the Contractor. Each such bond shall be in the penal sum of the(1)fixed price for completion, (2)guaranteed maximum price for completion, or (3) estimated price for completion, whichever is applicable. The Owner shall pay the completing contractor from its own funds only such sums as would have been due and payable to the Contractor under the Construction Contract as and when they would have '. been due and payable to the Contractor in the absence of the default and termination. To the extent that the Owner is obligated to pay the completing contractor sums which would not have then been due and payable to the Contractor under the Construction Contract, the Surety shall provide the Owner with such sums in a sufficiently timely manner that the Owner can utilize such sums in making timely payment to the completing contractor; or, c. Take any and all other acts, if any, mutually agreed upon in writing by the Owner and the Surety. 4. In addition to those duties set forth hereinabove, the Surety shall promptly pay the Owner all loss, costs and expenses resulting from the Contractor's default(s), 300 10 e:Nocumente,¢ ppingena wM14\W21406 mark field pavlllon\pe fi.tf.o skfmnl enWnatlz field dry 300 doc including, without limitation, fees, expenses and costs for architects, engineers, consultants, testing, surveying and attorneys, liquidated or actual damages, as applicable, for delay in completion of the Project, and fees, expenses and costs incurred at the direction, request, or as a result of the acts of omissions of the Surety. 5. In no event shall the Surety be obligated to the Owner hereunder for any sum in excess of the Penal Sum. 6. This performance bond is provided by the Surety for the sole and exclusive benefit of the Owner and, if applicable, any dual obligee designated by rider attached hereto, together with their heirs, administrators, executors, successors or assigns. No other party, person or entity shall have any rights against the Surety hereunder. Z__ _.Anyand all noticesto_the.Surety,.the..Contractor or the Ownershall.be given by Certified Mail, Return Receipt Requested, to the address set forth for each party below. Surety: Contractor: Owner: 8. Any statutory limitation, which may be contractually superseded, to the contrary notwithstanding, any action hereon may be instituted so long as the applicable statue of limitations governing the Construction Contract has not run or expired. Contractor Surety Seal Seal 30011 e:Womme,rts\!wap,,elAa w2014*214%1atl field pavlllOn\ pecffiW!IOnS\rreM endY atl field div 300 tloc (Typed Name) (Typed Name) By By (Signature) (Signature) (Printed Name, Title and Address) (Printed Name, Title and Address) (Date of Execution) (Date of Execution) NOTES: 1. Date of Bond must not be prior to date of Contract 2. If Contractor is a Partnership all partners should execute the bond. 3. Surety Companies executing Bonds must be authorized to do business in New York State and be approved bythe Owners attorney. 4. All bonds shall be in a form acceptable in all respects to the Owners attorney and shall be approved by the Owners attorney. 30012 eidocumeMSR wappingef w2014rw2W6 mare 1lelld pavilionupacifioationsU nt endtrraY field div 300.dp STATE OF NEW YORK ) )ss COUNTY OF On the day of before me,the undersigned, a Notary Public in and for said State, personally appeared personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his capacity, and that by his signature on the instrument, the individual, or the person upon behalf of which the individual acted, executed the instrument. NOTARY PUBLIC 300 13 e Ydommentsvwappingerl x D141 214%manzfieltl e2WionBpecifi=udndd*dt enEhnarz field dw 300aee LABOR AND MATERIAL PAYMENT BOND The form bound in this manual should be used. No other form of payment bond may be used except with prior approval of the Owner, after review by the Town Attorney, which approval may be granted or withheld, in the Owner's discretion. 3DO 14 e.docmenMwappinger W Ol Mw21406 maw field pavilion`e, eMcationsVmntendnar field div 30C.doc LABOR AND MATERIAL PAYMENT BOND as surety("Surety'), (Insert Proper Name of Surety) and (Insert Proper Name of Contractor) as principal ("Contractor'), enter into, execute this bond ("Payment Bond"), and bind themselves in favor of (Insert Proper Name of Owner) as obligee ("Owner') in the penal sum of$ , (Insert Penal Sum) as of the (Insert Date of Construction Contract) WHEREAS,the Contractor has executed a contract with the Owner of even date herewith ("Construction Contract") for construction of (Insert Description and Location of the Construction Project) ("PROJECT"); and, WHEREAS, the Owner has required the Contractor to furnish this Payment Bond containing the terms and conditions set forth herein as a condition to executing the Construction Contract with the Contractor; NOW THEREFORE, the Surety and the Contractor, both jointly and severally, and for themselves, their heirs, administrators, executors and successors agree: 1. The Construction Contract is hereby incorporated herein and by reference made a part hereof to the same extent and effect as though it were copied verbatim herein. The Surety and the Contractor are bound for the full performance of the Construction Contract including without exception of all its terms and conditions, both express and implied, and, without limitation, specifically including Contractor's obligation to pay for labor, materials,services and equipment provided in connection with the Construction Contract performance; 300 15 e kocumentsV wappingera w2014tw21406 ma=field pavilionls dficationsthoM end aft field Civ 300.do 2. For purposes of this Payment Bond, Beneficiary is defined as a person or entity who has actually provided labor, material, equipment, services or other items for use in furtherance of the Construction Contract, and having: (A) a direct contract with the Contractor; or (B) a direct contract with a subcontractor of the Contractor; or (C) rights, under the laws of thejurisdiction where the Project is located, to file a lien, a claim or notice of lien, or otherwise make a claim against the Project or against funds held by the Owner, if the Project is, orwere, subject to such filing. 3. The Surety shall not be obligated hereunder to a Beneficiary other than a Beneficiary having a direct contract with the Contractor unless such Beneficiary has given written notice of its claim to the Contractor and the Surety within the longer of: (A) ninety (90) days of after such Beneficiary provided labor, material, equipment, services or other items for use in furtherance of the Construction Contract; or, (B) the period of time provided by the jurisdiction wherein the Project is located for (1) filing of a lien, claim of lien, notice of lien, if the Project is, or were, subject to such filing, or(2) otherwise making a claim against the Project or against funds held by the Owner;stating the amount claimed and identifying, by name and address, the person or entity to whom such labor, material, equipment, services or other items were provided. 4. In no event shall the Surety be obligated hereunderfor sums in excess of the Penal Sum. 5. Upon receipt of a claim from a Beneficiary hereunder,the Surety shall promptly,and in no event later than 30 days after receipt of such claim, respond to such claim in writing (furnishing a copy of such response to the Owner) by: (A) making payment of all sums not in dispute; and, (B) stating the basis for disputing any sums not paid. 6. No action shall be commenced by a Beneficiary hereunder after the passage of the longer of one (1) year following final completion of the Construction Contract or, if this bond is provided in compliance with applicable law, any limitation period provided therein. If the limitation period contained in this Paragraph is unenforceable, it shall be deemed amended to provide the minimum period for an action against the Surety on a payment bond by a third-party beneficiary thereof. 7. Any and all notices to the Surety or the Contractor shall be given by Certified Mail, Return Receipt Requested, to the address set forth for each party below: 300 16 eldocumeIM W-Mmpetla.2014\.21N 6 mart fieltl pavilion�specifcationsNon(endvnartr fw_Itl tliv 300 tloc SURETY: CONTRACTOR: OWNER: CONTRACTOR SURETY SEAL SEAL (TYPED NAME) (TYPED NAME) By By (SIGNATURE) (SIGNATURE) (PRINTED NAME, TITLE&ADDRESS) (PRINTED NAME,TITLE&ADDRESS) (DATE OF EXECUTION) (DATE OF EXECUTION) NOTES: 1. Date of Bond must not be prior to date of Contract. 2. If Contractor is a Partnership all partners should execute the bond. 3. Surety Companies executing Bonds must be authorized to do business in New York State and be approved by the Owner. 4. All bonds shall be in a form acceptable to and shall be approved by the Owner. 300 17 e UwumentsU wappingeft w M4�214W math field pavilionkpec iwbona nl endMart field Civ 300 doc STATE OF NEW YORK ) )ss: COUNTY OF On the day of before me,the undersigned, a Notary Public in and for said State, personally appeared personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his capacity, and that by his signature on the instrument, the individual, or the person upon behalf of which the individual acted, executed the instrument. NOTARY PUBLIC 300 18 e:Woumendtwaceingera wK14\w2lA mare field ravihonlcpeoficationsVroM endMaM field div WO doc PROPOSALFOR TOWN OF WAPPINGER MARTZ FIELD PAVILION CONTRACT NO. 14-010 DIVISION 400 GENERAL CONDITIONS PREPARED BY: MORRIS ASSOCIATES '.. ENGINEERING CONSULTANTS, PLLC '.. 9 ELKS LANE POUGHKEEPSIE, NEW YORK 12601 June 2014 ' MA#: W21406 GENERAL CONDITIONS ARTICLE 1:DEFT TONS ARTICLE 7:M=DN A ACCEPTANCF I Words and Expressions 7.1 Lisp tion 72 Cone—'s Obligation le�Dekcme Work ARTICLE2-ROLESANDRESPOI. JBJ=S 73 Progress Rcpone 2.1 ' cConvaztor 7A Inry tion Prior 0 Aceeptmce 21 The Own. 23 Engin." Authority ARTICLE 8'.PAYMENTS 8.1 Paymrnt ARTICLE 3-rN'IERP ATION OF WN ACf DOC[1MENT5 81 Progress payments 3.1 Conhimg Plans and Speenimios 83 Snbsmadal Completion 31 Shop Drawings and Produtt]Jere 84 Final Payment 33 Mewnda 8.5 Aee M.of Final Payment 34 Royab.and PA. 8.6 Conveq Qu . 87 Maune ..and Cr arentec ARTICLE 4PERFORMANCE OF T CONTRACT 8.8 No Es and 4.1 Resyonntility for D ag 41 Claim for Damages by Convector ARTICLE 9:BONDS AND Ml ONCE 4.3 Disputes 9.1 Ce.ma Security 44 Coordination of Separate Contractors 91 ]nswanu 4.5 Gnuanor's Supervision _..... .. 4.6 Permits end Compliance ARTICLE 10:MISCELLANEOIfS PROVISIONS 47 Boundmi. 10.1 Compliance wlW Codes and Laws 4.8 Refuse and Debris 10.2 S iceofNouces 4.9 Sebwnveaors and Supyb. 10.3 Lab.Standards 4.10 Convectors Work Requuemena 104 Recd-Reeping Ruryvesrwnt ]0.5 Non-Assignment pause ARTI >=5 CHANGE M'JU WORK 10.6 Nne .UmBidding Requirements 5.1 Procedure 107 Wege and no=P lsi.v 52 Paymmtfor Change Orders 10.8 Wor m'Compenmpcu Bmefm 109 Non-Discrimination Requimn.8 ARTICLE 6:TB OF COA4.Q4CEhfENt MOLETION AND 10.10 AmLaedo®cal Salvage TERMINATION FOR CAUSE 6l Timc of Comm mmnmt and CeWlction 62 Enc ..fTune 63 Liquidated Damages]lyra Failure to Con lee 64 T..enoe f.Canso 6.5 Tenoindion OfCenft l 's Em10,nmt for du Convenioncs efthe Own. 66 Conenemr's Default 6.7 Sunpcmion OfW.k 400-01 a' ocumentsV wappingeP w201C1 1406 maM field pavilionlapeci UonsVront end Mam field div 400 gen wnd doc ARTICLE 1: DEFINITIONS 1.1 Words And Expressions The following words and expressions, or pronouns used in their stead, shall, wherever they appear in this Contract, be construed as follows: * "Act of God"shall mean an act, event, happening, or occurrence, and disaster and effect due to natural causes and inevitable accident, or disaster, a natural and inevitable necessity which implies entire exclusion of all human agency which operates without interference or aid from man and which results from natural causes and is in no sense attributable to human agency. * "Addendum" or "Addenda" shall mean the additional contract provisions issued in _. ... . .. writing by the Engineer prior to the receipt of.bids. * "Bid" shall mean the offer or proposal of the Bidder submitted on the prescribed form setting forth the prices for the Work to be performed. "Bidder" shall mean any person, firth or corporation submitting a Bid for Work. * "Certificate of Completion" shall mean a letter or notice signed by the Owner after the Engineer has determined that no further work is to be done. ` "Certificate of Substantial Completion" shall mean a letter or notice signed by the Engineer when the work or a designated portion thereof is sufficiently complete that the Owner may occupy or use the work for the use for which it is intended. * "Change Order' shall mean the fully executed written order to the Contractor authorizing an addition, deletion or revision in the work within the general scope of the contract documents, or authorizing an adjustment in the contract price or contract time. * "Contract" or "Contract Documents" shall mean each of the items listed below, both as a whole and severally. Except for titles, sub-titles, headings, running headlines, tables of contents and indices (all of which are printed herein merely for convenience) the following, except for such portions thereof as may be specifically excluded, shall be deemed to be part of this contract: 1. Advertisement for Bids 2. Information for Bidders 3. Bid Forms 4. Bid Bond 400-02 e:Wocume sVw ppingef a (114421406 mam field pavillonkpatlfirations*ont endtr ai field db 4009en wnd.6. 5. Contract Agreement 6. Performance Bond 7. Labor and Material Payment Bond 8. Notice of Award - 9. Notice to Proceed 10.General Conditions for Contract 11.Supplemental Conditions for Contract 12.Specif cations 13.Drawings 14.All Addenda 15.All Change Orders 16.AII provisions required by law to be inserted in this contract whether actually inserted or not * "Contractor'shall mean the person partnership, firm or corporation with whom the Owner has executed the Contract Agreement. * "Contractors Representative" shall mean any officer, manager or job site foreman of the Contractor. * "Contract Sum" shall mean the total amount payable by the Owner to the Contractor for performance of the Work under the Contract Documents as stated in the Contract Agreement. * "Contract Time" shall mean the period of time, including authorized adjustments, allotted in the Contract Documents to complete the Work. * "Days" shall mean consecutive calendar days. * "Drawings" shall mean the part of the Contract Documents which show the characteristics and scope of the Work to be performed and which have been prepared or approved by the Engineer. "Engineer" shall mean the consulting engineer for the Town as designated and duly appointed by the Town, directed or assigned by them to this Contract, with the powers and duties as stated in the contract documents. (Morris Associates, PLLC) * "Extra Work" shall mean work other than that required either expressly or implicitly by the contract in its present form. It may include work in areas designated on the plans as areas of future work, or in areas within the contract limits or adjacent thereto. Extra work shall be authorized by a change order. "Final Acceptance" shall mean acceptance of the work by the Owner as evidenced by its signature upon the final Certificate of Completion. Such acceptance shall be 400-03 e'.WocumenM wappingeY w2014kW 1406 martz Id paviliontspe .ti..s nt entlMarti fieltl tliv400 gen conn tloc deemed to have taken place only if and when such signature is affixed to said Certificate of Completion. ' "Inspector" shall mean an authorized representative of the Owner assigned to make any and all necessary inspections of the work performed and materials furnished by the Contractor. ' "Owner' shall mean the party of the first part hereto, the Town, the Supervisor, or any other person designated by them to act on their behalf. ' "Project' shall mean the entire improvement to which this contract relates. "Product Data" are illustrations, standard schedules, performance charts, instructions, brochures, diagrams and other information furnished by the Contractor or a Subcontractor,_Sub subcontractor, manufacturer, supplier or distributor to illustrate some portion of the Work. "Samples' are physical examples which illustrate materials, equipment, or workmanship and establish standards by which the Work will be judged. ' "Shop Drawings" are drawings, diagrams, schedules and other data specially prepared for the Work by the Contractor or a Subcontractor, Sub-subcontractor, manufacturer, supplier or distributor to illustrate some portion of the Work. "Site" shall mean the area upon or in which the Contractors operations are carried on, and such other areas adjacent thereto as may be designated as such by the Engineer. ' "Specifications" shall mean a part of the Contract Documents consisting of written descriptions of a technical nature of materials, equipment, construction systems, standards and workmanship. ' "Subcontractor" shall mean any person, fine or corporation, other than employees of the Contractor, who or which contracts with the Contractor or any other Subcontractor to furnish, or actually furnishes, labor, materials or labor and equipment at the site. ' "Substantial Completion" shall mean that date, as certified by the Engineer when the construction of the project or a specified part thereof is sufficiently completed, in accordance with the Contract Documents, so that the Project or specked part can be utilized for the purposes for which is intended. ' "Surety" shall mean any person, firm or corporation that has executed as surety, and bond or bonds required to be executed by the Contractor as they relate to the provisions of the Contract. 400-04 e?4ocumenb V w ppinger�x 014421406 mail field pavilionlspeci =ionsftntendMa=field div400 gen mnd.doc * "Work" shall mean all labor necessary to produce the construction required by the '. Contract Documents and all materials and equipment incorporated or to be incorporated in the Project. "Written Notice" shall mean any notice to any party of the Agreement relative to any part of this Agreement in writing and considered delivered and the service thereof completed, when posted by certified or registered mail to the said party at its last given address, or delivered in person to said party or its authorized representative on the Work. * Whenever they refer to the work or its performance, the words "directed", "required", "permitted", "ordered", "designated", "prescribed", and words of like import are used, they shall imply the direction, requirement, permission, order, designation.. or prescription of the Engineer and "approved", 'acceptable', "satisfactory", "in the judgment of', and words of like import, shall mean approved by, or acceptable to, or satisfactory to, in the judgment of the Engineer. 400-05 e:Wo.,er Vwappingeda w2014&214M mare field p..I,.,$pe =10nsftnt end"2M fetid div 400 gen conddoc ARTICLE 2: ROLES AND RESPONSIBILITIES 2.1 The Contractor (1) The Contractor shall supervise, direct and perform the work in accordance with the contract documents. Unless otherwise expressly provided, the work must be performed in accordance with the best modern practice, with materials and workmanship of the highest quality, all as determined by, and entirely to the satisfaction of, the Engineer. The Contractor shall be responsible for the entire work until completed and accepted by the Owner. (2) Unless otherwise expressly provided, the means and methods of construction shall be such as the Contractor may choose, subject, however, to the approval of the Engineer. Such approval, or the Engineer's failure to exercise.its right to rejectshall not create a rause of action for damages. (3) The Contractor shall assume all risks and responsibility and shall complete the work in whatever material and under whatever conditions it may encounter or create, without extra cost to the Owner. (4) No plea of ignorance or misunderstanding of conditions that exist or that may hereafter exist, or of conditions or difficulties that may be encountered in the execution of the work under this contract, as a result of failure to make the necessary examinations and investigations, will be accepted as an excuse for any failure or omission on the part of a Contractor to full in every detail all of the requirements of the contract documents, or will be accepted as a basis for any claims whatsoever for extra compensation or an extension of time. (5) In the event the Owner or Engineer observes that the Contract Documents are not being followed, the Contractor will be ordered to stop work and make any necessary changes at no additional cost to the Owner. (6) The Contractor acknowledges that the Owner does not guarantee that all pipes, ducts, utilities and other underground structures are shown on the plans, and that the information given is intended only as a guide to the Contractor. The Contractor shall not claim damages and shall not be entitled to payment because of any omission or faulty location on the plans of any pipes, ducts, utilities or other underground structures. (7) The Contractor shall do all work and pay all costs of cutting, protecting, supporting, maintaining, relocating and restoring all surface, subsurface or overhead structures, and all other property, including pipes, conduits, ducts, tubes, chambers, and appurtenances, public or private, in the vicinity of the work (except such which by law, franchise, permit contract, consent or 400-06 e'Wocumenms wappingef w2014\w21406 mark field pavilimn pe Mmtions*uM endMaft field div 400 gen wnd.dw agreement the owner thereof is required to protect, support, maintain, relocate or restore), repairing the same if damaged and restoring to their original conditions all areas disturbed. It shall not claim or be entitled to any damages for delay or otherwise by reason of such required work, and it hereby assumes all risks in connection therewith. (8) From the survey work provided by the Owner, the Contractor shall develop and make all detailed surveys needed for construction. The Contractor shall carefully preserve the physical survey points provided by the Owner and, in the case of willful or careless destruction, it shall pay the resulting expense to recreate the points and shall be responsible for any mistakes that may be caused by their unnecessary destruction or loss. (9) The Contractor warrants to the Owner and Engineer that materials and equipment furnished under the.Contract will be of.good quality and new. unless otherwise required or permitted by the Contract Documents, that the Work will be free from defects not inherent in the quality required or permitted, and that the Work will conform to the requirements of the Contract Documents. Work not conforming to these requirements, including substitutions not propedy approved and authorized, may be considered defective. The Contractors warranty excludes remedy for damage or defect caused by abuse, modifications not executed by the Contractor, improper or insufficient maintenance, improper operation, or normal wear and tear and normal usage. If required by the Engineer, the Contractor shall furnish satisfactory evidence as to the kind and quality of materials and equipment. (10) The Contractor shall pay sales, consumer, use and similar taxes for the Work provided by the Contractor which are legally enacted when bids are received or negotiations concluded, whether or not yet effective or merely scheduled to go into effect. (11) The Contractor, promptly after being awarded the Contract, shall prepare and submit for the Owners and Engineer's information a Contractor's construction schedule for the Work. The schedule shall not exceed time limits current under the Contract Documents, shall be revised at appropriate intervals as required by the conditions of the Work and Project, shall be related to the entire Project to the extent required by the Contract Documents, and shall provide for expeditious and practicable execution of the Work. (12) The Contractor shall maintain at the site for the Owner one record copy of the drawings, Specifications, Addenda, Change Orders and other Modifications, in good order and marked currently to record field changes and selections made during construction, and one record copy of approved Shop Drawings, Product Data, Samples and similar required submittals. 400-07 e:dowmen6LL wappingera w2014\w214M maw field pavilionlspedrinfionswront end MarR field dN 400 gen condcl c (13) The Contractor shall be responsible for cutting, fitting or patching required to complete the Work or to make its parts fit together property. 2.2 The Owner The Owner, in addition to those matters expressly made subject to its determination, direction or approval in this contract, shall have the power: (1) To determine finally any and all questions in relation to this contract and its performance, which determination shall be final and conclusive upon the Contractor. (2) To modify or change this contract so as to require the performance of extra work, or the omission of contract work, or both whenever it deems it in the...._ public interest to do so. (3) To suspend the whole or any part of the work or terminate the entire project whenever, in its judgment, such suspension or termination is required (a) in the interest of the Owner generally, or (b) to coordinate the work of the various Contractors engaged in this project, or (c) to expedite the completion of the entire project even though the completion of this particular Contract may be thereby delayed, without compensation to the Contractor for such suspension other than extending the time for the completion of the work, as much as it may have been, in the opinion of the Engineer, delayed by such suspension. (4) If before the final completion of all the work contemplated herein, it shall be deemed necessary by the Owner to take over, use, occupy or operate any part of the completed or partly completed work, the Owner shall have the right to do so and the Contractor will not, in any way, interfere with or object to the use, occupation or operation of such work by the Owner after receipt of notice in writing from the Owner that such or part thereof will be used by the Owner on and after the date specified in such notice. (5) The Owner shall have the right to enter the premises for the purpose of doing work not covered by the Contract Documents. This provision shall not be construed as relieving the Contractor of the sole responsibility for the care and protection of the Work, or the restoration of any damaged Work except such as may be caused by agents or employees of the Owner. 400-08 e9Jocumer A wappingelU w2014421406 me=field pavilionlspeo tiomftnt endMaih field div 400 gen wnd.dw (6) The Owner shall furnish horizontal and vertical control survey data for use by the Contractor in locating the principal components of the Work and for determining the legal limits of the Work. 2.3 Engineer's Authority (1) The Engineer, in addition to those matters elsewhere herein expressly made subject to its determination, direction or approval, shall have the power, subject to review by the Owner: a. To inspect the performance of the work; b. To determine the amount, kind, quality, sequence, and location of the work to be paid for hereunder; C. To determine all questions in relation to the work, to interpret the ''.. Contract Documents; d. To make minor changes in the work, not involving change in Contract Time or Contract Sum, as it deems necessary, provided such changes do not result in a net increase in the cost to the Owner or to the Contractor of the work to be done under the contract, e. To amplify the plans, add explanatory information and furnish additional specifications and drawings consistent with the intent of the contract documents. f. To determine how the work of this contract shall be coordinated with the work of other Contractors engaged simultaneously on this project, including the power to suspend any part of the work. (2) The foregoing enumeration shall not imply any limitation upon the power of _ the Engineer, for it is the intent of this contract that all of the work shall be subject to its determination and approval, except where the determination or approval of someone other than the Engineer is expressly called for herein. All orders of the Engineer requiring the Contractor to perform work as contract work shall be promptly obeyed by the Contractor. (3) The Engineer will not be responsible for the construction means, controls, techniques, sequences, procedures or construction safety. (4) The Engineer shall promptly make decisions relating to interpretation of the Contract Documents. 400-09 of document \t wappingefa w20141w21405 mart field l,d".=field div 400 gen wntl.tloc ARTICLE 3: INTERPRETATION OF CONTRACT DOCUMENTS 3.1 Conflicting Plans And Specifications In the case of conflicting information within the plans and specifications as to the type of materials or workmanship to be provided, the Contractor agrees that it will accept the decision of the Engineer as to which was intended or which is in the best interest of the Owner. In the event that any provision in any of the following parts of this Contract conflicts with any provision in any other of the following parts, the provision in the part first enumerated below shall govern over any other part which follows numerically, except as may be otherwise specifically stated. Said parts are the following: 1. Addenda 2. Supplemental Conditions.for Contract _... . . 3. General Conditions for Contract 4. Detail Specifications 5. Contract Drawings 3.2 Shop Drawings and Product Data (1) The Contractor shall submit to the Engineer, shop drawings, product data '.. and similar submittals required by the Contract Documents with reasonable promptness and in such sequence as to cause no delay in the work or in the '.... activities of the Owner or of separate Contractors. (2) Where the nature of the work of the Contract makes it necessary, or where so required by the Engineer, the Contractor shall submit scale and full size shop drawings of the work for review by the Engineer. The shop drawings shall be complete in every detail and show any and all other necessary information in accordance with usual trade practice as particularly required for any special purposes. (3) Portions of the Work requiring a shop drawing, product data or sample submission shall not begin until the shop drawing, product data or sample submission has been approved by the Engineer. A copy of each approved shop drawing, product data or sample submission shall be kept in good order by the Contractor at the site and shall be available to the Engineer. (4) The Contractor shall thoroughly review all shop drawings of the various trades for measurements, sizes of members, materials and details to make sure that they conform to the intent of the plans and specifications and for any and all other contract requirements. Information found to be inaccurate or otherwise in error shall be made correct. Shop drawings, product data or sample submission prepared by or under the direction of the Contractor shall 400-010 amens u ppingaf w2014\w2140B mad¢field pavilion D9c rafonsVrmt endo ae field div 400 gen cond.doc be checked for accuracy and contract requirements by the Contractor before being forwarded to the Engineer. Shop drawings, product data or sample submission not so checked and noted will be retumed to the Contractor without being examined by the Engineer. All measurements shall be verified at the building and/or structures. (5) The Engineer will promptly review submitted shop drawings, product data, or sample submission as an aid to the Contractor but review of drawings by the Engineer shall not relieve the Contractor of its responsibility for the proper performance of the work without additional cost to the Owner, whether or not the work was installed in accordance with drawings reviewed by the Engineer. Shop drawings, product data or sample submission will be reviewed for design and general arrangement only. 3.3 Materials (1) All materials, equipment and articles (products) incorporated into the permanent work shall be new unless specifically stated or shown otherwise in the contract documents. The word "new" shall not operate to exclude recycled raw materials used in the manufacture of previously unused, i.e. new, materials, equipment and articles (products) for this contract, provided that such items comply with all other contract requirements. (2) The intent of these specifications is not to limit competition but to establish a standard of quality which the Engineer has determined is necessary. The Contractor may use any product equal to that named in the contract documents provided 1) that the Contractor has given timely notice of its intent (in accordance with the submittal and scheduling requirements of this contract) and 2) that the Engineer accepts the proposed product. (3) The Contractor may make substitutions only with the consent of the Owner, after evaluation by the Engineer and in accordance with Change Order. (4) The Engineer may establish criteria for product evaluation and shall determine whether a proposed product is to be accepted. (5) The Contractor shall have the burden of satisfying the Engineer that any substitutions are acceptable, at its own cost and expense. The Contractor shall also bear the cost and expense of preparing and providing detailed drawings showing all changes, if any, from details shown in the contract documents. Such detailed drawings shall be subject to the Engineer's evaluation and acceptance as to conformance with the overall project requirements. 400-011 efdocumen¢V wappingeds w20144214o mart field pavillonlapeafi.b.o e%fiont endM., field div 4M gen cond d. 3.4 Royalties And Patents The Contractor shall pay all royalties and license fees and include the cost thereof in its bid. It shall defend all suits or claims for infringement of any patent rights and shall save harmless the Owner from loss on account thereof, except that the Owner shall be responsible for all such loss when a particular design, process or the product of a particular manufacturer is specified and the Contractor properly acquires all royalties and license fees at no additional cost to the Owner. 400-012 e:WocumenMI wappinef w20141w21406 mart;field pavilionspeoficafionslfroM end aft field div 400 gen randdcc ARTICLE 4: PERFORMANCE OF THE CONTRACT 4.1 Responsibility For Damage The Contractor shall faithfully perform and complete all of the work required by the Contract, and has full responsibility for the following risks: (1) Loss or damage, direct or indirect, to the work including the building or structure in which the work is being performed, or any other construction in progress whether being performed by any other Contractor or the Owner, or to any plant, equipment, tools, materials or property furnished, used, installed or received by the Engineer under this contract or any other contract. The Contractor shall bear all such risk of loss or damage, until all of the work covered by the Contract has been finally accepted. In the event _. .. ofsuch loss. or.damage,_the..Contractor.shallforthwith...repair, replace, and ... .._ make good any such loss or damage at the direction of the Engineer without additional cost to the Owner. (2) Injury to persons (including death resulting therefrom), or damage to property caused by an occurrence arising out of the performance of this Contract for which the Contractor may be legally liable under the laws of torts. (3) The Contractor shall not be responsible for damages resulting from willful acts of Owners employees or from negligence resulting solely from acts or omissions of the Owner, its officers or employees. Nothing herein shall vest in third parties any right of action beyond such as may legally exist irrespective of this article. (4) The Contractor shall indemnify and save harmless the Owner, its officers, employees and agents, from suits, actions, damages, and costs of every '.. name and description relating to the performance of this Contract during its prosecution and until the acceptance thereof, and the Owner may retain such moneys from the amount due the Contractor as may be necessary to satisfy any claim for damages recovered against the Owner. The Contractor's obligations under this paragraph shall not be deemed waived by the failure of the Owner to retain the whole or any part of such moneys due the Contractor, nor shall such obligation be deemed limited or discharged by the enumeration or procurement of any insurance for liability for damages imposed by law upon the Contractor, subcontractor or the Owner. (5) The Contractor shall provide written notice to the Engineer within three (3) business days of any loss, damage or injury arising out of the Contractors performance of the Contract- 400-013 e.document d weppingeAs w2014421405 ma=field pavilions ,,edfirafiomVront endMaM field dry 400 gen wndeoc (6) No claim whatsoever shall be made by the Contractor against any officer, agent, or employee of the Town, for, on account of, or by reason of anything done, or omitted to be done, in connection with this contract. 4.2 Claim For Damages By Contractor If the Contractor shall claim compensation for any damage sustained, other than for extra or disputed work by reason of any act or omission of the Owner, its agents or of any persons, it shall, within five (5) days after sustaining such damage, make and deliver to the Engineer a written statement of the nature of the damage sustained and of the basis of the claim against the Owner. If on or before the fifteenth of the month succeeding that in which any damage is alleged to have been sustained, the Contractor shall fail to make and deliver to the Engineer an itemized, verged statement of the details and amount of such damages claimed, it is herebystipulated that all claims.for such compensation.shall be_forfeited and invalidated and the Contractor shall not be entitled to payment on account of such claims. '.. 4.3 Disputes (1) The Contractor specifically agrees to submit in writing, in the first instance, any dispute relating to the performance of this Contract to the Engineer, who shall reduce its decision to writing and furnish a copy thereof to the Contractor. The Contractor must request such decision in writing no more than fifteen days after it knew or ought to have known of the facts which are the basis of the dispute. (2) The decision of the Engineer shall be final and conclusive unless within twenty days from the date of receipt of such copy the Contractor serves upon the Board a written appeal. Upon appeal, the decision of the Owner or its duly authorized representative shall be final and conclusive unless the decision is fraudulent or capricious or arbitrary or so grossly erroneous as necessarily to imply bad faith or is not supported by substantial evidence. In connection with any appeal proceeding under this clause, the Contractor shall be afforded an opportunity to be heard and to offer evidence in support of its appeal. (3) Pending final determination of a dispute hereunder, the Contractor shall proceed diligently with the performance of the Contract, including the work being disputed, in accordance with the Engineer's decision. Nothing in this Contract shall be construed as making final the decision of any administrative official upon a question of law. 400-014 e:bocdme V wappinge�w2014\w21406 mar¢field paw liontapeaficatiomftnt endwalu field dw 400 gen cond,doo 4.4 Coordination Of Seoarate Contractors (1) The Owner may award other contracts related to the work. In that event, the Contractor shall coordinate its work with the work of other Contractors in such manner as the Owner may direct- Each Contractor shall control and coordinate the work of its subcontractors, if any. The Owner shall approve or require the modification of the work schedules of all Contractors to the end that the project may be progressed as expeditiously as the case permits. (2) If any part of the work depends for proper execution or results upon the work of any other Contractor, the Contractor shall inspect and promptly report in writing to the Engineer any defects in such work. The Contractor's failure to - inspect and report shall constitute an acceptance of the other Contractors _. work asfitand.proper.for.the.reception.of the work of this.contract _..... (3) The Owner shall issue appropriate directions and take such other measures to coordinate and progress the work as may be reserved to the Owner in the contract, and which an ordinarily reasonable project owner in similar circumstances would be expected to take. However, the Owner shall not be liable for mere errors in judgments as to the best course of action to adopt among the alternatives available in any given instance. (4) The award of more than one contract for the project requires sequential or otherwise interrelated Contractor operations, and may involve inherent delays in the progress of any individual Contractor's work. Accordingly, the Owner cannot guarantee the unimpeded operations of any Contractor. The Contractor acknowledges these conditions, and understands that it shall bear the risk of all ordinary delays caused by the presence or operations of other Contractors engaged upon the project, and ordinary delays attendant upon any Owner approved construction schedule. (5) The Owner shall not be liable for ordinary delays in any rase nor for extraordinary delays which occur by reason of any Contractor's failure to comply with directions of the Owner, or because of the neglect, failure of inability of any Contractor to perform its work efficiently, or the failure of a supplier to supply or a subcontractor to perform. (6) Any claim for extraordinary delay caused by an allegedly unreasonable or arbitrary act, or failure to act, by the Owner in the exercise of its responsibility for supervision and coordination of the work, shall be waived, released, and discharged unless the Contractor whose work is impeded or delayed thereby, shall give notice in writing to the Board as promptly as possible and in sufficient time to permit the Board to investigate and '.. formulate appropriate instructions. 400-015 e�omu nL V w ppinge.a w20141w21406 mart fe pavilionlapecifi Uon ftnl endMad fieri dn400 aen Gond dm (7) The neglect or refusal of a Contractor to comply with directions issued by the Owner pursuant to its responsibility for supervision of the work shall constitute a failure to progress the work diligently in accordance with Contract requirements and shall justify withholding payments otherwise due, or termination of the Contract. (8) The Contractor shall indemnify the Owner for damages recovered against the Owner by another Contractor to the extent that any such claim or judgment is the proximate result of the Contractor's failure to progress the work in accordance with Contract requirements. 4.5 Contractor's Supervision The Contractor shall designate, in writing, a competent supervisor for the work to represent the Contractoratthe siteatall times.with.authority to act for.him and.... ._ who can communicate effectively with the Owner's representative. All directions given to the Contractor's representative by the Engineer shall be as binding as if given to the Contractor. The work may be suspended by the Engineer in whole or in part, if the Contractor has no such representative on site. The representative shall keep on site copies of the plans and specifications and shall have full authority to supply material and labor as required. Should the Engineer deem any employees of the Contractor incompetent or negligent, or otherwise not qualified by reason of experience, or for any rause unfit for their duty, the Contractor shall '.. dismiss them and they shall not again be employed on the work. 4.6 Permits And Compliance The Contractor shall obtain, maintain and pay for all other permits, licenses, governmental fees and inspections legally required and shall give all notices, pay all fees and comply with all laws, rules and regulations applicable to the work at no additional cost to the Owner. 4.7 Boundaries The Contractor and all subcontractors shall confine their equipment, apparatus, and the storage of materials and supplies of its workmen to the limits of the Town right-of ways and the project site property and to limits indicated by law, ordinance, permits or directions of the Engineer. 4.8 Refuse And Debris .The Contractor shall at all times keep the refuse and debris at the job site to a minimum, and at the completion of the contract shall remove all debris, waste and rubbish, tools, equipment, surplus supplies and materials, temporary structures, 400-016 e:%dpa entsV wappingef w 0141w21406 mad field paNllontspeafiratomWont end"art field Civ 400 gen wnd.doc etc, and leave all areas "broom" or"rake" clean. The interiors of buildings shall be cleaned as stated in the Specifications and General Conditions. 4.9 Subcontractors And Suppliers (1) Before any part of the Contract shall be sublet or material purchased, the Contractor shall submit to the Engineer in writing the name of each proposed subcontractor and supplier and obtain the Engineer's written consent to such subcontractor and supplier. The names shall be submitted in ample time to permit acceptance or rejection of each proposed subcontractor and supplier by the Engineer without causing delay in the work of the Project. (2) The Contractors use of subcontractors and suppliers shall not diminish the Contractors obligations to complete the .work in accordance with the Contract. The Contractor shall control and coordinate the work of its subcontractors. (3) The Contractor shall be responsible for informing its subcontractors and suppliers of all the terms, conditions and requirements of the contrail documents. (4) In making payment to its subcontractors, the Contractor shall comply with the provisions of New York State General Municipal Law § 106.b. Nothing contained in this Contract shall create any contractual relationship between any subcontractor and the Owner. 4.10 Contractor's Work Requirements (1) The Contractor shall do all the work and fumish at its own cost and expense, all labor, supervision, machinery, equipment, facilities, tools, transportation, supplies, materials, insurance, permits,., certificates, tests, guarantees, protection of equipment and property and life during construction, and all other things whether or not explicitly shown or mentioned, necessary and proper for or incidental to the completion of a workmanlike job, complete in every respect and detail, left ready and in perfect condition for the Owner's use. (2) All work performed under this contract shall be according to the highest standards of the trades involved, and shall conform to the requirements of any utilities, and any and all Federal, State and local laws, codes, ordinances and statues as may be in effect at the time of bidding. Notwithstanding the foregoing, this shall not be construed herein as relieving the Contractor from complying with any of the requirements of the plans and 400-017 e:'mocumenteh wappingena w2014\w21406 mail field dN 400 gen aond.doc specifications which may be in excess of the requirements mentioned herein. 400-018 e'bowment Vwppinger x 0144214 magi field paOliw�pa mfionsV nt end" CiW dw 400 gen mnd.doc ARTICLE 5: CHANGE IN THE WORK 5.1 Procedure (1) The Owner may make changes by altering, adding to or deducting from the work, and adjusting the contract sum and contract time accordingly. All changed work shall be executed in conformity with the terms and conditions of the contract documents unless otherwise provided in the change order. Any change in the contract sum or time for completion shall be adjusted when issuing a change order. (2) No written or oral instructions shall be construed as directing a change in the work involving a change in Contract Sum or Contract Time unless in the form of a change order signed by the Owner and the Contractor. The _... _..change order shall describe or enumerate the work to be performed..and state the price to be added to or deducted from the contract sum. If the extent or cost of the work is not determinable until after the change in the work is performed, the change order shall specify the method for determining the cost and extent of the change in the work when completed. If the Contractor disagrees with any element of the change order, it shall indicate its disagreement in writing on the face of the change order and promptly proceed in accordance with the change order. If it disputes any Rem of the change order, it shall comply with Article 4.3. (3) If the Contractor encounters a situation or work for which it believes it is entitled to a change order, it shall give the Engineer or inspector written notice within one business day and shall await instructions before proceeding. (4) If the Contractor is directed to perform work for which R believes it is entitled to a change order, it shall give the Engineer prompt written notice and await instructions before proceeding to execute such work. The Engineer may order the Contractor to execute the work as contract work. If the Contractor disputes this decision, it shall give notice pursuant to the dispute provisions of Article 4.3. 5.2 Payment For Change Orders The value of a change order shall be determined by one of the following methods. (1) By lump sum or unit prices negotiated or established based on estimated cost plus fifteen percent (15%) as compensation for all other items of profit and cost or expense, including administration, overhead, superintendent, materials used in temporary structures and allowances made by the Contractor to the subcontractors. 400-019 e'.%documenM wappingeda w2014421406 mad field pavilicn�peaficatlons@mn:endMaR field d1v 400 yen mnd.dm (2) If no unit prices are set forth and rf the parties cannot agree upon a lump sum, then by the actual and reasonable net cost in money to the Contractor of the materials and of the wages of applied labor required for such extra work (including net premium for workers' compensation insurance, contributions pursuant to the State Unemployment Insurance Law, and withholding taxes pursuant to the Federal Social Security Act) , plus fifteen percent (15%) as compensation for all other items of profit and cost or expense, including administration, overhead, superintendent, materials used in temporary structures and allowances made by the Contractor to the subcontractors. (3) By prices specifically named in the specifications or on the Bid Form. (4) By estimate of the value as can be determined from the approved detailed _. . estimate. _... _... . _. The Contractor shall, upon request, furnish satisfactory proof of all labor performed, materials furnished and equipment used in the performance of extra work. 400-020 e:Nocumentq Wapping Vle w20141w21406 mart field pawdiwn pedrlretiamftntendmartz field dw400 gen cond.dw ARTICLE 6: TIME OF COMMENCEMENT COMPLETION AND TERMINATION FOR CAUSE 6.1 Time Of Commencement And Completion (1) The Contractor must commence work on the day specified therefore in a Notice to Proceed signed by the Owner. Since TIME IS OF THE ESSENCE in this Contract, the Contractor shall thereafter prosecute the work diligently, using such means and methods of construction as will assure its full completion in accordance with the requirements of the Contract Documents not later than the specified date therefore, or on the date to which the time for completion may be extended. (2) Unless the date for completion is extended pursuant to the provisions of - paragraph 6.2 .below,.the.Contractorshallcomplete theworkwithinthe time allotted as stated in the Contract Documents. The Engineer shall be the sole judge as to whether the work hereunder has been completed within the time stipulated. 6.2 Extension Of Time (1) It is mutually agreed that no extension beyond the date of completion fixed by the terms of the contract shall be effective unless consented to in writing by the Engineer. An application by the Contractor for extension of time must be in writing, setting forth in detail the reasons and causes of delay and the date upon which each such cause of delay began and ended, and must be submitted to the Engineer within five (5) days after the start of the alleged delay. If the Engineer should determine that the delay was not due to any act or omission on the part of the Contractor or was due to causes beyond the control of the Contractor, the Contractor shall be entitled to an extension of time equal to the number of days actually delayed if such extension shall be required. If, however, the Engineer should determine that the delay was caused directly or indirectly by the act or conduct of the Contractor or any of its subcontractors or suppliers, the Engineer may refuse to grant an extension of time and direct the Contractor to re-arrange its progress schedule so as to complete the work within the time set forth in the contract. (2) If the Owner deems it advisable and expedient to have the Contractor complete and finish the work after the expiration of the contract date of completion, and in order that the Owners fiscal officer may be permitted to make payment to the Contractor for work performed beyond the completion date, the Owner will grant an extension of time necessary to complete the work, conditional upon the assessment and deduction of liquidated damages from the moneys which may become due hereunder. 400-021 e Woc man4V wappingela w2014\w21406 marts rnk pawlionVsperdigtionSftnt end\ ar fleltl div 400 gen Wnddx (3) In the event of delay for cause, the Contractor's sole remedy shall be the extension of time granted as hereinabove provided, and the Contractor shall have no right to, or cause of, action for damages or additional costs resulting from any such delay. i (4) Time necessary for review by the Engineer of shop drawings and delays incurred by normal seasonal and weather conditions should be anticipated and are neither compensatory nor eligible for extensions of time. 6.3 Liquidated Damages Upon Failure To Complete It is mutually agreed between the parties that TIME IS OF THE ESSENCE in this Contract and that there will be, on the part of the Town, considerable monetary damage in the event the Contractor should fail to complete the work within the .. ..time fixed for_completion_.in..the_Contract or. within .the...time. to which such completion may have been extended. The amount stated in the Contract Agreement is hereby stipulated as the liquidated damages for each and every calendar day that the time consumed in completing the work exceeds the time allowed therefore. This amount shall in no event be considered as a penalty or otherwise than as the liquidated and adjusted damages of the Owner because of the said delay and Contractor agrees that the said sum per day for each such day shall be deducted and retained out of the monies which may become due hereunder. 6.4 Termination For Cause (1) If in the judgment of the Owner, the Contractor fails or refuses to prosecute the work in accordance with the Contract, or is failing to complete the work within the time provided by the Contract, the Owner may terminate the Contract by written notice. In such event, the Owner shall order the surety to complete the work. If the surety fails or refuses to complete the work in accordance with the contract provisions, including time of completion, the Owner may take over the work and prosecute it to completion by contract publicly let or otherwise, and may take possession of and utilize in completing the work, such of the Contractor's plant, materials, equipment, tools and supplies as may be on the site of the work. Whether or not the right to terminate is exercised, the Contractor and its surety shall be liable for any damage to the Owner resulting from its failure or refusal to complete the work in accordance with the Contract or its failure to complete the work within the time provided by the Contract. (2) If the Owner terminates the Contract, damages shall consist of liquidated damages, if any, until the work is physically completed, plus any increased costs occasioned the Owner in completing the work. 400-022 emenmv wappingerl w2014\w21406 matt field pavilion pedficationcVroM end a=field dw 40D gen onnd.doc (3) If the Owner does not terminate the Contract, the damages shall consist of liquidated damages, if any, until the work is physically completed. (4) The Contract shall not be so terminated nor the Contractor charged with resulting damage if: a) The delay in the completion of the work arises from unforeseeable causes beyond the control and without the fault or negligence of the Contractor, including but not restricted to, acts of God, acts of the public enemy, acts of the Board in either its sovereign or contractual capacity, acts of another Contractor in the performance of a contrail with the Owner, fires, floods, epidemics, quarantine restrictions, strikes, freight embargoes, unusually severe weather, or delays of subcontractors or suppliers arising from unforeseeable causes beyond the.control.and without the fault ornegligence of both.the. Contractor and such subcontractors or suppliers, and b) The Contractor shall notify the Engineer in writing of the causes of delay within fifteen (15) days from when the Contractor knew or ought to have known of any such delay. (5) The Engineer will ascertain the facts and the extent of the delay and extend the time for completing the work when, in its judgment, the findings of fad justify such an extension, and its findings of fact shall be final and conclusive. (6) If after notice of termination of the Contract, it is determined for any reason that the Contractor was not in default or that the delay was excusable, the rights and obligations of the parties shall be the same as if the notice of termination had been issued pursuant to the termination for convenience clause. (7) The rights and remedies of the Owner provided in this clause are in addition to any other rights and remedies provided by law or under this Contract, provided that damages for delay incurred by the Contractor shall be as specified in this article. 6.5 Termination Of Contractor's Employment For The Convenience Of The Owner (1) The Owner may terminate this Contract whenever in its judgment the public interest so requires by delivering to the Contractor a notice of termination specifying the extent to which performance of work under the Contract is terminated and the date upon which such termination becomes effective. Upon receipt of the notice of termination, the Contractor shall act promptly to 400-023 e:Vocuments wappinger w20141e2140 mad field wvilion�pe ficationsftnt endvnad field dm400 gen mnd.doc minimize the expenses resulting from such termination. The Owner shall pay the Contractor the sum of: a. the costs actually incurred up to the effective date of such termination, plus b. the cost of settling and paying claims arising out of the termination of work under subcontracts or orders exclusive of the amounts paid or payable on account of supplies or materials delivered or services furnished by the subcontractor prior to the effective date of the notice of termination of work under this Contract, which amounts shall be included in the cost on account of which payment is made under (1) above. - - - c. ._the..rate of..profit.and..overhead on_.(1).and_(2)_asprescribed_bythis __. . Contract for change orders, provided, however, that if it appears that the Contractor would have sustained a loss on the entire Contract had It been competed, no profit shall be included or allowed under this paragraph (3) and an appropriate adjustment shall be made reducing the amount of the settlement to reflect the indicated rate of loss. (2) In no event shall the Contractor's compensation exceed the total Contract amount. (3) The detailed estimate or amount of progress payments made to the Contractor prior to the day termination was effective shall not be conclusive evidence of costs incurred, but progress payments shall be offset against any payment which the Owner makes to the Contractor as a result of such termination. 6.6 Contractor's Default The Contractor shall be declared in default if any of the following occur. (1) if the Contractor fails to begin work when notified to do so by the Owner, or (2) if the Contractor becomes insolvent, or (3) if a petition of bankruptcy is filed by or against the Contractor, or (4) if the work to be done under this contract shall be abandoned, or (5) if this contract or any part thereof shall be subcontracted without the consent of the Owner being first obtained in writing, or 400-024 e�documenleYw dpingel x 014M 14 mm¢field pavllidnz,decificatiomVronl endlmai field div 400 gen wnd.doc (6) if this contract or any right, moneys or claim thereunder shall be assigned by the Contractor otherwise than as herein specified, or (7) if, at any time, the Engineer shall be of the opinion that the conditions herein specified as to the rate of progress are not fulfilled, or (8) that the work or any part thereof is unnecessarily or unreasonably delayed, or (9) that the Contractor is not or has not been executing the contract in good - faith, or (10) that the Contractor is violating any of the provisions of this contract; The Owner, without prejudice to anyother rights or remedy.of said Owner, shall have the right to declare the Contractor in default and so notify the Contractor by a written notice, setting forth the ground or grounds upon which such default is declared and that the Contractor shall discontinue the work, either as to a portion of the same or the whole thereof. Upon receipt of the notice, the Contractor shall immediately discontinue all further operations on the work or such portion thereof, leaving untouched all plant, materials, equipment, tools and supplies. 6.7 Suspension Of Work '.. (1) The Engineer may order the Contractor, in writing, to suspend, delay, or interrupt performance of all or any part of the work for a reasonable period of time as it, in its sole discretion, may determine. The order shall contain the reason or reasons for issuance which may include but shall not be limited to the following: latent field conditions, substantial program revisions, civil unrest, acts of God, failure to have a supervisor on site. (2) Upon receipt of a suspension order, the Contractor shall, as soon as practicable, cease performance of the work as ordered and take immediate affirmative measures to protect such work from loss or damage. (3) The Contractor specifically agrees that a suspension, interruption or delay of the performance of the work pursuant to this article shall not increase the cost of performance of the work of this Contract. (4) A suspension order issued by the Engineer pursuant to this article shall have a duration not to exceed thirty (30) calendar days. If the Contractor is not directed to resume performance of the work affected by said suspension order prior to the expiration of thirty (30) calendar days, the Contract shall be automatically terminated for the convenience of the Owner and the Contractor shall be reimbursed in accordance with the payment schedule. 400-025 e vocumen6d vappinoe,,a w2014%w214o6 ma112 field pavilion�pecficaficnstfronl endMam field drv400 gen-"d 6. ARTICLE 7: INSPECTION AND ACCEPTANCE 7.1 Inspection The Engineer or the Owner's representative will inspect and test the work at reasonable times at the site, unless the Engineer determines to make an inspection or test at the place of production, manufacture or shipment. Such inspection or test shall be conclusive as to whether the material and workmanship inspected or tested conforms to the requirements of the Contract. Such inspection or test shall not relieve the Contractor of responsibility for damages to or loss of the material prior to acceptance, nor in any way affect the continuing rights of the Engineer to reject the completed work. 7.2 Contractor's Obligation To Correct Defective Work (1) The Contractor shall, without charge, promptly correct any work which the Engineer finds does not conform to the contract documents, unless in the public interest the Owner consents to accept such work with an appropriate adjustment in the Contract sum. The Contractor shall promptly remove '.. rejected material from the premises. (2) If the Contractor does not promptly correct rejected work including the work of other Contractors destroyed or damaged by removal, replacement, or correction, the Owner may: a. correct such work and charge the cost thereof to the Contractor; or b. terminate the Contract in accordance with the section on termination in the General Conditions. (3) The Contractor shall furnish promptly and without additional charge all facilities, labor and material reasonably needed to perform in a safe and convenient manner such inspections and tests as the Engineer requires. (4) The Contractor shall promptly correct work rejected by the Engineer or failing to conform to the requirements of the contract documents, whether observed before or after substantial completion and whether or not fabricated, installed or completed. The Contractor shall bear costs of correcting such rejected work, including additional testing and inspections and compensation for the Engineer's services and expenses made necessary thereby. 400-026 ebo menls� wappinger w2014W 14 mad field paviion%spedfic omftfif endMa=field div 400 gen wnd.dw 7.3 Progress Reports The Contractor shall keep the Engineer informed of the progress of its work and particularly when it intends to cover work not yet inspected or tested. When the work is not progressed continuously, except for weekends and holidays, the Contractor shall notify the Engineer again each time before resuming work. Twenty-four hours notice shall be given. All inspection and tests by the Engineer shall be performed in a manner not to unreasonably delay the work. The Contractor shall be charged with any additional cost of inspection when the work is not ready for inspection by the Engineer at the time stated by the Contractor or agreed to by the Engineer and Contractor, 7.4 Inspection Prior To Acceptance (1) . ..If.the Contractor.covers..itsworkprior toallowinginspectionsand.tests.by.the Engineer, the Contractor shall promptly uncover and make ready all such areas for inspections and tests, and the Contractor shall be liable for and charged with any and all additional associated costs. (2) At any time before acceptance of the entire work, should the Engineer determine to examine work already completed by removing, uncovering or testing the same, the Contractor shall, on request, promptly furnish all necessary facilities, labor and materials to conduct such inspection, examination or test. If such work is found to be defective or nonconforming in any material respect, the Contractor shall pay all the expenses of such examination and satisfactory reconstruction. If the work is found to meet the requirements of the contract documents, the Owner shall compensate the Contractor for the additional services involved in such examination and reconstruction and if completion of the work has been delayed thereby, it shall, in addition, grant the Contractor a suitable extension of time. (3) No previous inspection or certificates of payment or final payment shall relieve the Contractor from the obligation to perform the work in accordance with the Contract Documents. In the event that the Contractor has in any way failed to comply with the Contract Documents, the final payment shall not act to relieve the Contractor of its responsibility to comply with the Contract Documents. 400-027 e Aomments@ ppinge,a w 01,e.21405 mem ficltl pavilione,pecfic,,Wnstlron1 endtrnare field div400 gen mnd.tloc ARTICLE 8: PAYMENTS 8.1 Payment For the Contractor's complete performance of the work, the Owner will pay, and the Contractor agrees to accept, subject to the terms and conditions hereof, the total of the lump sum prices and the unit prices at which this Contract was awarded, plus the amount required to be paid for any extra work ordered by the Engineer under Article 5, less credit for any work omitted pursuant to Article 5. 8.2 Progress Payments (1) Before the first Application for Payment, the Contractor shall submit to the Engineer a schedule of values allocated to various portions of the Work, - - -- --prepared-in--such form- and-supported-by- such-data to-substantiate-its accuracy as the Engineer may require. This schedule, unless objected to by the Engineer, shall be used as a basis for reviewing the Contractors Application for Payment. (2) The Owner will make monthly progress payments on account of this Contract, on or after the fifteenth (15th) of each month, whenever the monthly estimate of the Contractor, as approved by the Engineer, shows that the fair value of the work completed during the previous month exceeds one thousand dollars ($1,000.00). (3) Payment will be in an amount equal to ninety-five percent (95%) of the value of the work completed less the aggregate of all previous payments. (4) Payment requests shall be made on a form approved by the Engineer and shall be submitted by the first business day of the month in which payment is scheduled to be made. Payment requests shall be approved, changed or rejected by the Engineer at least three (3) days prior to the date upon which payment is scheduled to be made. (5) It is the responsibility of the Contractor to prove all quantities of labor and materials submitted for payment to the reasonable satisfaction of the Engineer. (6) When submitting payment requests, Contractor shall certify with each request that all subcontractors, suppliers and laborers have been paid in full (less 5% retainage) up to the date of the request. No payments will be made by the Owner without this certification. (7) All materials and work covered by progress payments shall become the property of the Owner; however, such payments made to the Contractor 400-028 e:WowmentsUwappingetlaw014WQ406 mariz field pavilion�peplfibtionsV ntendvnamfield dm400 gen wnd.do shall not be construed as acceptance by the Owner of any work or materials not in accordance with the Plans and Specifications. (8) Requests for payment may also include an allowance for the cost of major materials and equipment which are delivered and suitably stored at the site or near the site. 8.3 Substantial Completion (1) When the work or major portions thereof are substantially completed, the Contractor may submit a request for payment of the remaining amount of the contract amount. Upon receipt of such request for payment, the Engineer shall make an inspection and identify all work that is incomplete or otherwise not ready for final acceptance. The Owner shall approve and promptly pay - - theremainingamountofthecontractbalance.less two times the value of any remaining items to be completed (as identified in the Engineer's Certificate of Substantial Completion) and an amount necessary to satisfy any claims, liens or judgments against the Contractor which have not been suitably discharged. The Certificate of Substantial Completion may also assign responsibilities for security, maintenance, damage to the work, insurance, etc. The Certificate shall fix the time within which the Contractor shall complete all items listed as being incomplete or otherwise not ready for final acceptance. (2) As the remaining items of work (as identified in the Engineer's Certificate of Substantial Completion) are satisfactorily completed or corrected, the Contractor may prepare a request for payment, but not more often than monthly, for any such work. The Owner shall pay as in paragraph 8.2. above. 8.4 Final Payment (1) Within thirty (30) days after receiving notice from the Contractor of completion of all of the work and submission of satisfactory evidence of having repaired any and all damage to public or privately owned properties resulting from, but not a part of, the work under this contract, the Engineer will cause a final inspection to be made for approval of all the work done under this contract. If upon such inspection the Engineer determines that no further work is to be done, the Owner will issue a Certificate of Completion to the Contractor for the work done under this contract. (2) As a condition precedent to receiving final payment therefore, the Contractor shall submit verified statements similar to those required under paragraph 8.2.5. and shall also submit proof of title to the materials and equipment covered by the contract. 400-029 e:Wowmen6a w pp.nge w2014421405 m.Y fieltl e,dtr . z field div 400 gen mndd. (3) The Contractor shall also, prior to the request for final payment, supply to the Owner, affidavits and certificates of payment for labor, material and equipment (where applicable). (4) The Owner will, not later than thirty (30) days after the final acceptance of the work under this Contract, pay the Contractor the entire sum so found due thereunder after deduction of all previous payments. It is mutually agreed that all prior payments having been based on estimates made solely to '. enable the Contractor to prosecute the work advantageously, the final payment will be subject to such corrections as may be found necessary to bring the total payments into agreement with the contract price. 8.6 Acceptance Of Final Payment - --- (1) The acceptance-by-the-Contractor or by anyoneclaimingbyor through him of the final payment shall operate as and shall be a release to the Owner and every officer and agent thereof, from any and all claims and all liability to the Contractor for any thing done or furnished in connection with this work or project and for any act or neglect of the Owner or of any others relating to or affecting the work. No payment, however, final or otherwise shall operate to release the Contractor or its sureties from any obligations under this contract or the performance bond. (2) As a condition precedent to receiving final payment, the Contractor shall submit AIA fors (or similar) G706 Contractors Affidavit of Payment of Debts and Claims, G706A Contractors Affidavit of Release of Liens, and G707 Consent of Surety to Final Payment. (3) The Contractor will also, prior to request for final payment, supply to the Owner, affidavits and certificates of payment for labor, material and equipment(where applicable). 8.6 Contract Quantities The quantities actually required to complete the contract work may be less or more than estimated, and, if so, no action for damages or for loss of profits shall accrue to the Contractor by reason thereof. For unit price contracts, a change order may be prepared to bring the actual and estimated quantities and values into agreement. 8.7 Maintenance And Guarantee (1) The Contractor shall remedy all defects, paying the cost of any damage to other work resulting therefrom, which shall appear within a period of one year from the date of completion as evidenced by the Owner's Certificate of 400-030 e Viommenl Vweppinger w2014V 14 mare freta pawiionkp ifl tbonsftnt end"a=field div400 gen mnd.dm Completion. The Contractor shall, for this period, indemnify and hold harmless the Owner, its officers, and agents from any injury done to property or persons as direct or alleged result of imperfections in its work or any other claims, actions or proceedings and the Contractor shall immediately assume and take charge of the defense of such action or suits in like manner and to all intents and purposes as if said actions and suits had been brought directly against the Contractor. (2) A Maintenance Bond, in a form acceptable to the Owner, shall be provided by the Contractor for a period of one (1) year from the Written Notice of Completion. (3) If the Contractor shall fail to repair, replace, rebuild or restore such defective or damaged work promptly after receiving notice given by the Engineer not -- --- -later-than-ten (10) days subsequent to the expirationofthe one-year period,-- - the Owner shall have the right to have the work done by others and to deduct the cost thereof from the amount retained hereunder. The balance, 9 any, shall be returned to the Contractor at the end of the one year guarantee period without interest If the amount so retained be insufficient to cover the cost of such work, the Contractor shall be liable to pay such deficiency on demand by the Owner. 8.8 No Estoppel The Owner or any department, officer, agent, or employee thereof, shall not be bound, precluded, or estopped by any acceptance, return certificate or payment made or given under or in connection with this Contract by the Owner, at any time, either before or after final completion and acceptance of the work and payment therefore: (1) showing the true and correct classification amount, quality or character of I.. the work done and materials furnished by the Contractor or any other person under this agreement, or from showing at any time that any such acceptance, return certificate or payment is untrue, incorrect, or improperly made in any particular, or that the work or any part thereof does not in fact conform to the requirements of the contract documents, or (2) from demanding and recovering from the Contractor any overpayment made to him or such damages as it may sustain by reason of its failure to comply with the requirements of the contract documents, or (3) both 1 and 2 above. 400-031 e:Ao meniUwppinger� w2014\w214D6 m.a field pavilionkpeafitabonsVront entl4runz field dry 400 gen Gond aoc ARTICLE 9: BONDS AND INSURANCE 9.1 Contract Security 1, If at any time the Owner shall have become dissatisfied with any surety or sureties then upon the performance bond or if for any other reason such bond shall cease to be adequate security for the Owner, the Contractor shall, within five (5) days after notice from the Owner's attorney to do so, substitute an acceptable bond in such form and amount and signed by such other surety as may be satisfactory to the Owner's attorney. The premiums on all bonds shall be paid by the Contractor. No further payments shall be deemed due nor shall be made until the new surety shall have been qualified. 9.2 Insurance Contractor shall secure and maintain during the fife of this contract, including any guarantee period, the following insurance: COMMERCIAL GENERAL LIABILITY INSURANCE 1. Bodily Injury and Property Damage $2,000,000 per/occurrence $2,000.000 aggregate 2. Products and Completed Operations $2,000,000 Medical Payments $5,000 3. Coverages to include but not limited to: (a.) Blanket contractual (b.) Broad Form Property damage (a) Fire Legal Liability 1. 4. Conditions: (a.) Owner to be listed as additional named insured on a primary, non- 1. contributory basis. 11 (b.) Insurance to be provided by Carrier with a rating no less than"A" as rated by A. M. Best. Co. (c.) All Liability insurance is to be issued on an occurrence basis. AUTOMOBILE LIABILITY INSURANCE 1. Combined single limit $2,000,000 WORKERS COMPENSATION INSURANCE 1. Limits Statutory 2. Employers Liability $1,000,000 400-032 e'1CowmentsV wappinger w2014\v 140fi maw field pavilionkpaoficafienswont endM =field Civ 400 gen contl doe EXCESS LIABILITY INSURANCE 1. Limit $5,000,000 (1) A Certificate of Insurance shall be delivered to the Town at the time of Contract signing and prior to the commencement of the work, evidence that such insurance is in place and in full force and effect. (2) Prior to cancellation or material change in any policy, a thirty (30) day notice shall be given to the Town Clerk by registered mail, return receipt requested, at the address listed below: _ Town Clerk Town of Wappinger -- 20 Middlebush.Road_. Wappingers Falls, NY 12590 (3) Upon receipt of such notice the Owner shall have the option to cancel the 9 Agreement without further expense or liability to the Owner, or to require the Contractor to replace the cancelled insurance policy, or rectify any material change in the policy, so that the insurance coverage required is maintained continuously throughout the tens of the Agreement in form and substance acceptable to the Owner. Failure of the Contractor to take out or to maintain, or the taking out or maintenance of any required insurance, shall not relieve the Contractor from any liability under the Contract, nor shall the insurance requirements be construed to conflict with the obligations of the Contractor concerning indemnification. (4) All property losses shall be made payable to and adjusted with the Owner. (5) All insurance policies referred to above shall be underwritten by companies authorized to do business in the State of New York and acceptable to the Owner. (6) In the event that claims in excess of these amounts are filed by reason of any operations under the Agreement, the amount of excess of such claims, or any portion thereof, may be withheld from payment due or to become due the Contractor until such time as the Contractor shall furnish such additional security concerning such claims as may be determined by the Owner. 400-033 e:mocumensa wapprnger w20141w I1 mae field pavfionlsped VonsN lfiendMa=field div400 gen wntld= ARTICLE 10: MISCELLANEOUS PROVISIONS 10.1 Compliance With Codes And Laws (1) All work performed under this contract shall be according to the highest standards of the trades involved, and shall conform to the requirements of any utilities, and any and all federal, State and local laws, codes, ordinances and statutes as may be in effect at the time of bid opening. (2) This shall not be construed as relieving the Contractor from complying with any of the requirements of the plans and specifications which may be in excess of the requirements mentioned herein. (3) The organization or arrangement of the plans and specifications shall not _. . . . _... _operate todefineor-establish-the work.to .be performed by_any_trade or _. . subcontractor. 10.2 Service Of Notices (1) The Contractor hereby designates the business address specked in its bid as the place where all notices, directions or other communications to the Contractor may be delivered, or to which they may be mailed. Actual delivery of any such notice, direction or communiration to the aforesaid place, or depositing it in a postpaid wrapper addressed thereto in any post- office box regularly maintained by the United States Postal Service, shall be conclusively deemed to be sufficient service thereof upon the Contractor as of the date of such delivery or deposit. (2) Such address may be changed at any time by an instrument in writing executed and acknowledged by the Contractor and delivered to and receipted for in writing by the Engineer. (3) Nothing herein contained shall, however, be deemed to preclude or render inoperative the service of any notice, direction or other communication upon the Contractor personally, or, if the Contractor be a corporation, upon any officer or director thereof. 10.3 Labor Standards (1) The Contractor and its subcontractors shall comply with all local, State and federal rules, including, but not limited to the Occupational Safety and Health Act of 1970, the Contract Work Hours and Safety Standards Act, and the New York State Labor Law with respect to hours of work, posting of notices, deductions in wages, and apprenticeship training programs. 400-034 e? ocumentstl w ppinget W 0141 14 mare fled pavilions pedficationsU nt endMada fled Civ 400 gen conn doc (2) The Contractor and subcontractors, if any, shall keep the following information records on the site of this public works project: a. Record of hours worked by each workman, laborer and mechanic '. on each day. b. Schedule of occupation or occupations at which each workman, laborer, and mechanic on the project is employed during each work day and week. c. Schedule of hourly wage rates paid to each workman, laborer, and mechanic for each occupation. d. Schedule of hours that each piece of major equipment is being actually operated each day. e. Preference in employment shall be shown to residents of the State of New York who have been residents for a least six (6) consecutive months immediately prior to the commencement of '.. -- - -- - -- their employment, Each person so employedin the_construction of public works shall furnish satisfactory proof of residence in '. accordance with the rule adopted by the Industrial Commissioner, and each Contractor and subcontractor shall keep a list of its employees, stating whether they are residents of the State of New York, native bom cifizens or naturalized, and, in case of naturalization, the date thereof, and the name of the court in which granted. '.. Payment of wages earned by employees upon public works shall be as covered by Section 220 and 220-D of the Labor Law. Insurance against accident for all persons employed shall be as provided by the Workers Compensation Laws of the State of New York. f. The Contractor shall comply with all requirements of the State Labor Law applicable to contracts on behalf of a municipality for the construction, alterationor repair of any public building or public work, including particularly, but without limitation of the foregoing, the provisions relating to hours and wages, discrimination on account of race or color and preference in employment to citizens of the State of New York. The Contractor shall indemnify and save harmless the Town from any claim alleging a violation of the labor laws of the State of New York, including but not limited to the Contractors obligation to pay prevailing wage. g. Article 8, Section 220 of the Labor Law, as amended by Chapter 750 of the Laws of 1956, provides, among other things, that it shall be the duty of the fiscal officer to make a determination of the 400-035 e'documen4V wappingeP w2014\w21400 ma=field paV111enGpeelfieadensVmn em&na�field div400 gen wnd dm schedule of employed on public work projects. The amount for supplements listed on the enclosed schedule (see Appendix A) does not necessarily include all types of prevailing supplements in the locality, and a future determination of the Industrial Commissioner may require the Contractor to provide additional supplements. The Contract shall make provision for disability benefits, workers compensation, unemployment insurance and social security, as required by law. h. The Contractor shall comply with all provisions of the Patriot Act and all requirements of the Internal Revenue Service and the Immigration and Naturalization Service with respect to any of its employees or subcontractor employees. 10.4 Record-Keeping Requirement The Contractor shall establish and maintain complete and accurate books, records, payroll records, documents, accounts and other evidence directly pertinent to performance under this contract for a period of six (6) years following final payment or the termination of this contract, whichever is later, and any extensions thereto. The Engineer or any other person or entity authorized to conduct an examination, as well as the agency or agencies involved in this contract, shall have access to such books, records, documents, accounts and other evidential material during the contract term, extensions thereof and said six (6) year period thereafter for the purposes of inspection, auditing and copying. "Termination of this contract", as used in this clause, shall mean the later of completion of the work of the contract or the end date of the term stated in the contract. 10.5 Non-Assignment Clause This contract may not be assigned by the Contractor or its right, title or interest therein assigned, transferred, conveyed, subcontracted or otherwise disposed of without the previous consent, in writing, of the Owner and any attempts to assign the contract without the Owner's written consent are null and void. The Contractor may assign its rights to receive payment with the Owner's prior written consent. 10.6 Non-Collusive Bidding Requirements Contractor warrants, under penalty of perjury, that its bid was arrived at independently and without collusion aimed at restricting competition. Contractor further warrants that, at the time Contractor submitted its bid, an authorized and responsible person executed and delivered to the Owner a Certification of Non- Collusion by Bidders on Contractor's behalf. 400-036 e Wowments4wappingef w20144v214W maMfield paWbnlspe fiDns*wtendMa=field div400gen wnd.do 10.7 Wage And Hours Provisions Neither Contractor's employees nor the employees of its subcontractors may be required or permitted to work more than the number of hours or days, except as otherwise provided in the Labor Law and as set forth in prevailing wage and supplement schedules issued by the State Labor Department. Furthermore, Contractor and its subcontractors must pay at least the prevailing wage rate and pay or provide the prevailing supplements, including the premium rates for overtime pay, as determined by the State Labor Department in accordance with the Labor Law. 10.8 Workers' Compensation Benefits - --This.Contract shall bevoid and_of no effectunless.the Contractor shall..provide ._.. and maintain coverage during the life of this contract for the benefit of such employees as are required to be covered by the provisions of the Workers' Compensation Law. The Contractor agrees to defend, indemnify and hold harmless the Owner for any actions arising from injuries to the Contractor's employees, even if caused in whole or in part by Owner's negligence. 10.9 Nondiscrimination Requirements The Contractor shall not discriminate against any employee or applicant for employment because of race, creed, color, sex or national origin. The Contractor shall take affirmative action to insure that all employees are employed, and that employees are treated equally during employment, without regard to their race, creed, color, sex or national origin. 10.10 Archaeological Salvage Whenever during the course of construction, historical objects are encountered, suchobjectsshall not be moved or destroyed. Work shall be stopped and re- scheduled to avoid disturbing such areas and the Engineer shall be notified immediately. The Engineer will then contact the New York State Office of Parks, Recreation and Historic Preservation, who will issue instructional procedures which will govern continuation of work in the affected area. -END OF SECTION- 400-037 e momr�ntsV wapping.r w2014\w21406 mart field pavilionkpecfiralgnslfront en6v .e B Id div 400 gen cordal.. PROPOSALFOR TOWN OF WAPPINGER MARTZ FIELD PAVILION CONTRACT NO. 14-010 DIVISION 500 SPECIAL CONDITIONS PREPARED BY: MORRIS ASSOCIATES ENGINEERING CONSULTANTS, PLLC 9 ELKS LANE POUGHKEEPSIE, NEW YORK 12601 JUNE 2014 MA#: W21406 fid: �W Andrew M.Cuomo,Governor Peter M.Rivera,Commisaoner i TOWN OF WAPPINGER Schedule Year 2013 through 2014 Mark Long,Chief Inspector Date Requested OW22014 Mcrose Engineers PRC# 2014004624 9 We Lane Poughkeepsre NY 12601 Lobation Martz Field Project ID# 14-010 Project Type Open air pavilion and storage sheds PREVAILING WAGE SCHEDULE FOR ARTICLE 6 PUBLIC WORK PROJECT Attached is the current schedule(s) of the prevailing wage rates and prevailing hourly supplements for the project referenced above. A unique Prevailing Wage Case Number (PRC#) has been assigned to the schedule(s)for your project The schedule is effective from July 2013 through June 2014. All updates, corrections, posted on the 1st business day of each month, and future copies of the annual determination are available on the Department's website www.labor.state.ny.us. Updated PDF copies of your schedule can be accessed by entering your assigned PRC# at the proper location on the website. It is the responsibility of the contracting agency or its agent to annex and make part, the attached schedule, to the specifications for this project, when it is advertised for bids and /or ,, to forward said schedules to the successful bidden s), immediately upon receipt, in order to insure the proper payment of wages. Please refer to the "General Provisions of Laws Covering Workers on Public Work Contracts" provided with this schedule, for the specific details relating to other responsibilities of the Department of Jurisdiction. Upon completion or cancellation of this project, enter the required information and mail OR fax this form to the office shown at the bottom of this notice, OR fill out the electronic version via the NYSDOL website. NOTICE OF COMPLETION /CANCELLATION OF PROJECT Date Completed: Date Cancelled. Name&Title of Representative: Phone: (518)457-5589 Fax (518)485-1870 W.Averell Harriman State Office Campus, Bldg. 12, Room 130,Albany, NY 12240 w .laborstate.ny.us. PW 200 PWAsk@labor.state.ny.us General Provisions of Laws Covering Workers on Article 8 Public Work Contracts Introduction The Labor Law requires public work contractors and subcontractors to pay laborers,workers, or mechanics employed in the performance of a public work contract not less than the prevailing rate of wage and supplements(fringe benefits)in the locality where the work is performed. Responsibilities of the Department of Jurisdiction A Department of Jurisdiction (Contracting Agency) includes a state department, agency, board or commission: a county, city, town or village; a school district, board of education or board of cooperative educebonal services; a sewer,water, fire, improvement and other district corporation; a public benefit corporation; and a public authority awarding a public work contract. The Department of Jurisdiction (Contracting Agency)awarding a public work contract MUST obtain a Prevailing Rate Schedule listing the hourly rates of wages and supplements due the workers to be employed on a public work project This schedule may be obtained by completing and forwarding a"Request for wage and Supplement Information"form (PW 39)to the Bureau of Public Work The Prevailing Rate Schedule MUST be included in the specifications for the contract to be awarded and is deemed part of the public work contract. Upon the awarding of the contract the law requires that the Department of Jurisdiction (Contracting Agency)furnish the following information to the Bureau. the name and address of the contractor, the date the contract was let and the approximate dollar value of the contract.To facilitate compliance with this provision of the Labor Law,a copy of the Departments"Notice of Contract Award'form (PW 16)is provided with the original Prevailing Rate Schedule. The Department of Jurisdiction (Contracting Agency)is required to notify the Bureau of the completion or cancellation of any public work project. The Departments PW 200 form is provided for that purpose. Both the PW 16 and PW 200 forms are available for completion online. Hours No laborer, worker, or mechanic in the employ of a contractor or subcontractor engaged in the performance of any public work project shall be permitted to work more than eight hours in any day or more than five days in any week except in cases of extraordinary emergency. The contractor and the Department of Jurisdiction (Contracting Agency)may apply to the Bureau of Public Work for a dispensation permitting workers to work additional hours or days per week on a particular public work project There are very few exceptions to this rule. Complete information regarding these exceptions is available on the"4 Day/ 10 Hour Work Schedule"form(PW 30R), Wages and Supplements The wages and supplements to be paid and/or provided to laborers,workers, and mechanics employed on a public work project shall be not less than those listed in the current Prevailing Rate Schedule for the locality where the work is performed. If a prime contractor on a public work project has not been provided with a Prevailing Rate Schedule, the contractor must notify the Department of Jurisdiction (Contracting Agency)who in tum must request an original Prevailing Rate Schedule farm the Bureau of Public Work. Requests may be submitted by: mail to NYSDOL, Bureau of Public Work, State Office Bldg. Campus, Bldg. 12, Rm. 130,Albany, NY 12240; Fax to Bureau of Public Work(518)485-1870: or electronically at the NYSDOL website www.laborstate.ny.us. Upon receiving the original schedule, the Department of Jurisdiction (Contracting Agency) is REQUIRED to provide complete copies to all prime contractors who in Nm MUST, by law, provide copies of all applicable county schedules to each subcontractor and obtain from each subcontractor, an affidavit certifying such schedules were received. If the original schedule expired, the contractor may obtain a copy of the new annual determination from the NYSDOL website www.laborstate.ny.us. The Commissioner of Labor makes an annual determination of the prevailing rates. This determination is in eflect from July 1st through June 30th of the following year. The annual determination is available on the NYSDOL website www.laborstate.ry.us. Payrolls and Payroll Records Every contractor and subcontractor MUST keep original payrolls or transcripts subscribed and affirmed as true under penalty of perjury. Payrolls must be maintained for at least three(3)years from the projects date of completion. At a minimum, payrolls must show the following information for each person employed on a public work project: Name, Address, Last 4 Digits of Social Security Number, Classification(s) in which the worker was employed, Hourly wage rate(s) paid, Supplements paid or provided, and Daily and weekly number of hours worked in each classification. Every contractor and subcontractor shall submit to the Department of Jurisdiction (Contracting Agency),within thirty(30) days after issuance of its first payroll and every thirty(30)days thereafter, a transcript of the original payrolls, subscribed and affirmed as true under penalty of perjury. The Department of Jurisdiction (Contracting Agency)shall collect, review for facial validity, and maintain such payrolls. In addition,the Commissioner of Labor may require contractors to furnish, with ten (10) days of a request, payroll records sworn to as their validity and accuracy for public work and private work. Payroll records include, by are not limited to time cards,work description sheets, proof that supplements were provided, cancelled payroll checks and payrolls. Failure to provide the requested information within the allotted ten(10)days will result in the withholding of up to 25%of the contract, not to exceed $100,000.00. If the contractor or subcontractor does not maintain a place of business in New York State and the amount of the contract exceeds$25,000.DO, payroll records and certifications must be kept on the project worksite. The prime contractor is responsible for any underpayments of prevailing wages or supplements by any subcontractor. All contractors or their subcontractors shall provide to their subcontractors a copy of the Prevailing Rate Schedule specified in the public work contract as well as any subsequently issued schedules. A failure to provide these schedules by a contractor or subcontractor is a violation of Article 8, Section 220a of the Labor Law. All subcontractors engaged by a public work project contractor or its subcontractor, upon receipt of the original schedule and any subsequently issued schedules,shall provide to such contractor a verified statement attesting that the subcontractor has received the Prevailing Rate Schedule and will pay or provide the applicable rates of wages and supplements specified.therein. (See NYS Labor Laws, Article.8 . Section 220.1 _ _... Determination of Prevailing Wage and Supplement Rate Updates Applicable to All Counties The wages and supplements contained in the annual determination become effective July 1st whether or not the new determination has been received by a given contractor. Care should be taken to review the rates for obvious eros. Any corrections should be brought to the Department's attention immediately. It is the responsibility of the public work contractor to use the proper rates. If there is a question on the proper classification to be used, please call the district office located nearest the project. Any errors in the annual determination will be corrected and posted to the NYSDOL website on the first business day of each month. Contractors are responsible for paying these updated rales as well, retroactive to July 1st. When you review the schedule for a particular occupation,your attention should be directed to the dates above the column of rates. These are the dates for which a given set of rates is effective. To the extent possible,the Department posts rates in its possession that cover periods of time beyond the July 1 st to June 30th time frame covered by a particular annual determination. Rates that extend beyond that instant time period are informational ONLY and may be updated in future annual determinations that actually cover the then appropriate July 1st to June 30th time period, Withholding of Payments When a complaint is fled with the Commissioner of Labor alleging the failure of a contractor or subcontractor to pay or provide the prevailing wages or supplements, or when the Commissioner of Labor believes that unpaid wages or supplements may be due, payments on the public work contrect shall be withheld from the prime contractor in a sufficient amount to satisfy the alleged unpaid wages and supplements, including interest and civil penalty, pending a final determination. - When the Bureau of Public Work finds that a contractor or subcontractor on a public work project failed to pay or provide the requisite prevailing wages or supplements,the Bureau is authorized by Sections 220-b and 235.2 of the Labor Law to so notify the financial officer of the Department of Jurisdiction(Contracting Agency)that awarded the public work contract. Such officer MUST then withhold or cause to be withheld from any payment due the prime contractor on account of such contract the amount indicated by the Bureau as sufficient to satis the unpaid wages and supplements, including interest and any civil penalty that may be assessed by the Commissioner of Labor. The withholding continues until there is a final determination of the underpayment by the Commissioner of Labor or by the court in the event a legal proceeding is instituted for review of the determination of the Commissioner of Labor. The Department of Jurisdiction(Contracting Agency)shall comply with this order of the Commissioner of Labor or of the court with respect to the release of the funds so withheld. Summary of Notice Posting Requirements The current Prevailing Rate Schedule must be posted in a prominent and accessible place on the site of the public work project. The prevailing wage schedule must be encased in, or constructed of, materials capable of withstanding adverse weather conditions and be titled"PREVAILING RATE OF WAGES"in letters no smaller than two (2) inches by two(2) nches. The 'Public Work Project" notice must be posted at the beginning of the perfornance of every public work contract, on each job site Every employer providing workers.compensation insurance and disability benefits must post notices of such coverage in the format prescribed by the Workers. Compensation Board in a conspicuous place on the jobsite. Every employer subject to the NYS Human Rights Law must conspicuously post at its offices, places of employment, or employment training centers, notices furnished by the State Division of Human Rights. Employers liable for contributions under the Unemployment Insurance Law must conspicuously post on the jobsite notices furnished by the NYS Department of Labor. Apprentices Employees cannot be paid apprentice rates unless they are individually registered In a program registered with the NYS Commissioner of Labor. The allowable ratio of apprentices to joumeyworkers in any craft classification can be no greater than the statewide building trade ratios promulgated by the Department of Labor and included with the Prevailing Rate Schedule. An employee listed on a payroll as an apprentice who is not registered as above or is performing work outside the classification of work for which the apprentice is indentured, must be paid the prevailing joumeyworkers wage rate for the classification of work the employee is actually performing. NYSDOL Labor Law,Article 6, Section 220-3, require that only apprentices individually registered with the NYS Department of Labor may be paid apprenticeship rates on a public work project. No other Federal or State Agency of office registers apprentices in New York State. Persons wishing to verify the apprentice registration of any person must do so in writing by mail, to the NYSDOL Office of . . . ..Employability Development.1.Apprenticeship Training,State Office Bldg..Campus, Bldg. 12,Albany, NY 12240.or by Fax to NYSDOL Apprenticeship Training(518)457-7154. All requests for verification must include the name and social security number of the penton for whom the information is requested. The only conclusive proof of individual apprentice registration is written verification from the NYSDOL Apprenticeship Training Albany Central office. Neither Federal nor State Apprenticeship Training offices outside of Albany can provide conclusive registration information. It should be noted that the existence of a registered apprenticeship program is not conclusive proof that any person is registered in that program. Furthermore,the existence or possession of wallet cards, identification cards, or copies of state forms is not conclusive proof of the registration of any person as an apprentice. Interest and Penalties In the event that an underpayment of wages and/or supplements is found' - Interest shall be assessed at the rate then in effect as prescribed by the Superintendent of Banks pursuant to section 14a of the Banking Law, per annum from the date of underpayment to the date restitution is made. - A Civil Penalty may also be assessed, not to exceed 25%of the total of wages, supplements, and Interest due. Debarment Any contractor or subcontractor and/or its successor shall be ineligible to submit a bid on or be awarded any public work contract or subcontract with any state, municipal corporation or public body for a period of five(5)years when: - Two(2)willful determinations have been rendered against that contractor or subcontractor and/or its successor within any consecutive six(6)year period. - There is any willful determination that involves the falsification of payroll records or the kickback of wages or supplements. Criminal Sanctions Will violations of the Prevailing Wage Law(Article 8 of the Labor Law)may be a felony punishable by fine or imprisonment of up to 15 years, or both. Discrimination No employee or applicant for employment may be discriminated against on amount of age, race, creed,Color, national origin, sex, disability or marital status. No contractor, subcontractor nor any person acting on its behalf, shall by reason of race, creed, color,disability, sex or national origin discriminate against any citizen of the State of New York who is qualified and available to perform the work to which the employment relates(NYS Labor Law,Article 8, Section 220-e(a)). No contractor, subcontractor, nor any person acting on its behalf,shall in any manner, discriminate against or intimidate any employee on account of race, creed, color,disability, sex, or national origin (NYS Labor Law, Article 8, Section 220- e(b)). The Human Rights Law also prohibits ctscrimination in employment because of age, marital status, or religion. There may be deducted from the amount payable to the contractor under the contract a penalty of$50.00 for each calendar day during which such person was discriminated against or intimidated in violation of the provision of the contract (NYS Labor Law, Article 8, Section 220e(c) ). The contract maybe cancelled or terminated by the State or municipality. All monies due or to become due thereunder maybe forfeited for a second or any subsequent violation of the terms or conditions of the anfi-discrimmetion sections of the contract(NYS Labor Law,Article 8, Section 220e(d)). I Every employer subject to the New York State Human Rights Law must conspicuously post at its offices, places of employment, or employment training centers notices famished by the State Division of Human Rights, Workers' Compensation In accordance with Section 142 of the State Finance Law,the contractor shall maintain coverage during the life of the contract for the benefit of such employees as required by the provisions of the New York State Workers'Compensation Law. A contractor who is awarded a public work contract must provide proof of workers' compensation coverage prior to being allowed to begin work. The insurance policy must beissued by a companyauthonzed to provide-workers'compensation coverage in New York State. Proof of coverage must be on form C-105.2(Certificate of Workers'Compensation Insurance)and must name this agency as a certificate holder. If New York State coverage is added to an existing outof-state policy, it can only be added to a policy from a company authorized to write workers'compensation coverage in this state. The coverage must be listed under item 3A of the information page. The contractor must maintain proof that subcontractors doing work covered under this contract secured and maintained a workers'compensation policy for all employees working in New York State. Every employer providing worker's compensation insurance and disability benefits must post notices of such coverage in the fomrat prescribed by the Workers'Compensation Board in a conspicuous place on the jobsite. Unemployment Insurance Employers liable for contributions under the Unemployment Insurance Law must conspicuously post on thejobsite nofices furnished by the New York State Department of Labor. Andrew M.Cuomo,Governor �~ ^ — Pater M.Rivera,Cortuniaioner 'Gnt TOWN OF WAPPINGER Schedule Year 2013 through 2014 Mark Long,Chief Inspector Date Requested OW22014 Manias Engineers PRC# 2014004824 9 Elks Lane Poughkeepsie NY 12601 Location Mark Field Project ID# 14-010 Project Type Open air pavillion and storage sheds Notice of Contract Award '.. - New York State Labor Law,Article 8,Section 220.3a requires that Certain information regarding the awarding of public work contracts, be furnished to the Commissioner of Labor. One "Notice of Contract Award" (PW 16, which may be photocopied), MUST be completed for EACH prime contractor on the above referenced project. Upon notifying the successful bidder(s) of this contract, enter the required information and mail OR fax this form to the office shown at the bottom of this notice, OR fill out the electronic version via the NYSDOL website. Contractor Information All information must be supplied Federal Employer Identification Number Name: Address: City: State: Zi P: Amount of Contract: $ Contract Type: [ ] (01) General Construction Approximate Starting Date: / / [ ] (02) HeaGngAfentilabon (03) Electrical Approximate Completion Date: / / I ] [ ] (04) Plumbing [ ] (05)Other Phone: (518)457-5589 Fax: (51B)485-1870 W.Averell Harriman State Office Campus,Bldg. 12, Room 130,Albany, NY 12240 w.vw.labor.stateny.us. PW 16 PWAsk@labor.state.ny.us IMPORTANT NOTICE FOR CONTRACTORS & CONTRACTING AGENCIES Social Security Numbers on Certified Payrolls The Department of Labor is cognizant of the concerns of the potential for misuse or inadvertent disclosure of social security numbers. Identity theft is a growing problem and we are sympathetic to contractors' concerns with regard to inclusion of this information on payrolls if another identifier will suffice. For these reasons, the substitution of the use of the last four dioifs of the social security number on certified payrolls submitted to contracting agencies on public work projects is now acceptable to the Department of Labor. NOTE: This change does not affect the Department's ability to request and receive the entire social security number from employers during the course of its public work/ prevailing wage investigations. To all State Departments, Agency Heads and Public Benefit Corporations IMPORTANT NOTICE REGARDING PUBLIC WORK ENFORCEMENT FUND Budget Policy & Reporting Manual B-610 Public Work Enforcement Fund effective date December 7, 2005 1 . Purpose and Scope: This Item describes the Public Work Enforcement Fund(the Fund, PWEF)and its relevance to State agencies and public benefit corporations engaged in construction or reconstruction contracts,maintenance and repair,and announces the recently-enacted increase to the percentage of the dollar value of such contracts that must be deposited into the Fund. This item also describes the roles of the following entities with respect to the Fund: - New York State Department of Labor(DOL), - The Office of the State of Comptroller(CSC), and - State agencies and public benefit corporations. 2. Background and Statutory References: DOL uses the Fund to enforce the State's Labor Law as it relates to contracts for construction or reconstruction,maintenance and repair,as defined in subdivision two of Section 220 of the Labor Law. State agencies and public benefit corporations participating in such contracts are required to make payments to the Fund. Chapter 511 of the Laws of 1995 (as amended by Chapter 513 of the Laws of 1997, Chapter 655 of the Laws of 1999, Chapter 376 of the Laws of 2003 and Chapter 407 of the Laws of 2005) established the Fund. 3. Procedures and Agency Responsibilities: The Fund is supported by transfers and deposits based on the value of contracts for construction and reconstruction, maintenance and repair, as defined in subdivision two of Section 220 of the Labor Law, into which all State agencies and public benefit corporations enter. Chapter 407 of the Laws of 2005 increased the amount required to be provided to this fund to .10 of one-percent of the total cost of each such contract,to be calculated at the time agencies or public benefit corporations enter into a new contract or if a contract is amender- The provisions of this bill became effective August 2, 2005. To all State Departments, Agency Heads and Public Benefit Corporations IMPORTANT NOTICE REGARDING PUBLIC WORK ENFORCEMENT FUND OSC will report to DOL on all construction related("D")contracts approved during the month, including contract amendments,and then DOL will bill agencies the appropriate assessment monthly.An agency may then make a determination if any of the billed contracts are exempt and so note on the bill submitted back to DOL. For any instance where an agency is unsure if a contract is or is not exempt,they can call the Bureau of Public Work at the number noted below for a determination.Payment by check or joumal voucher is due to DOL within thirty days from the date of the billing. DOL will verify the amounts and forward them to OSC for processing. For those contracts which are not approved or administered by the Comptroller,monthly reports and payments for deposit into the Public Work Enforcement Fund must be provided to the Administrative Finance Bureau at the DOL within 30 days of the end of each month or on a payment schedule mutually agreed upon with DOL. Reports should contain the following information - Name and billing address of State agency or public benefit corporation; - State agency or public benefit corporation contact and phone number; - Name and address of contractor receiving the award; - Contract number and effective dates; - Contract amount and PWEF assessment cbarge(if contract amount has been amended,reflect increase or '.. decrease to original contract and the adjustment in the PWEF charge);and - Brief description of the work to be performed under each contract. Checks and Journal Vouchers, payable to the"New York State Department of Labor" should be sent to: Department of labor Administrative Finance Bureau-PWEF Unit Building 12,Room 464 State Office Campus Albany,NY 12240 Any questions regarding billing should be directed to NYSDOL's Administrative Finance Bureau-PWEF Unit at(518)457-3624 and any questions regarding Public Work Contracts should be directed to the Bureau of Public Work at(518)457-5589. Construction Industry Fair Play Act Required Posting For Labor Law Article 25-B § 861-d Construction industry employers must post the °Construction Industry Fair Play Act" notice in a prominent and accessible place on the job site. Failure to post the notice can result in penalties of up to $1,500 for a first offense and up to $5,000 for a second offense. The posting is included as part of this wage Schedule. Additional copies may be obtained from the NYS DOL website, www.labor.py.gov. If you have any questions concerning the Fair Play Act, please call the State Labor Department toll-free at 1-866-435-1499 or email us at: dol.misclassified@labor.state.ny.us . New York State Department of Labor Required Notice under Article 25-B of the Labor Law ATTENTION ALL EMPLOYEES, CONTRACTORS AND SUBCONTRACTORS: YOU ARE COVERED BY THE CONSTRUCTION INDUSTRY FAIR PLAY ACT The law says that you are an employee unless: • You are free from direction and control in performing your job AND • You perform work that is not part of the usual work done by the business that hired you AND • You have an independently established business Your employer cannot consider you to be an independent contractor unless all three of these fads apply to your work. IT IS AGAINST THE LAW FOR AN EMPLOYER TO MISCLASSIFY EMPLOYEES AS INDEPENDENT CONTRACTORS OR PAY EMPLOYEES OFF-THE-BOOKS. Employee rights. If you are an employee: - •- You are entitled to state-and-federal worker protections-such-as - - - - - o unemployment benefits, if unemployed through no fault of your own, able to work, and otherwise qualified o workers' compensation benefits for on-the-job injuries o payment for wages earned, minimum wage, and overtime (under certain conditions) o prevailing wages on public work projects o the provisions of the National Labor Relations Act and c a safe work environment • It is a violation of this law for employers to retaliate against anyone who asserts their rights under the law. Retaliation subjects an employer to civil penalties, a private lawsuit or both. Independent Contractors: If you are an independent contractor: • You must pay all taxes required by New York State and Federal Law. Penalties for paying off-the-books or improperly treating employees as independent contractors: • Civil Penalty First Offense: up to $2,500 per employee. Subsequent Offense(s): up to $5,000 per employee. • Criminal Penalty First Offense: Misdemeanor- up to 30 days in jail, up to a $25,000 fine and debarment from performing Public Work for up to one year. Subsequent Offense(s): Misdemeanor- up to 60 days in jail, up to a $50,000 fine and debarment from performing Public Work for up to 5 years. If you have questions about your employment status or believe that your employer may have violated your rights and you want to file a complaint, call the Department of Labor at 1(866)435-1499 or send an email to dol.misclassified aa)labor.state.ny.us. All complaints of fraud and violations are taken seriously and you can remain anonymous. Employer Name: IA 999(09/10) WORKER NOTIFICATION (Labor Law §220, paragraph a of subdivision 3-a) Effective February 24, 2008 This provision is an addition to the existing prevailing wage rate law, Labor Law §220, paragraph a of subdivision 3-a. It requires contractors and subcontractors to provide written notice to all laborers, workers or mechanics of the prevailing wage rate for their particular job classification on each pay stub*. It also requires contractors and subcontractors to post a notice at the beginning of the performance of every public work contract on each job site that includes the telephone number and address for the Department of Labor and a statement informing laborers, workers or mechanics of their right to contact the Department of Labor if he/she is not receiving the proper prevailing rate of wages and/or supplements for his/her particular job classification. The required notification will be provided with each wage schedule, may be downloaded from our website www.labor.state.nv.us or made available upon request by contacting the Bureau of Public Work at 518-457-5589. " In the event that the required information will not fit on the pay stub, an accompanying sheet or attachment of the information will suffice. �tt.u7 Now York State Department of Labor f �7;1 Bureau of Public Work Attention Employees THIS IS A: PUBLIC WORK PROJECT If you are employed on this project as a worker, laborer, or mechanic you are entitled to receive the prevailing wage and supplements rate for the classification at which you are working. Chapter 629 of These wages are set by law and must be posted the Labor Laws at the work site. They can also be found at: of 2007: www.labor.ny.aov If you feel that you have not received proper wages or benefits, please call our nearest office' Albany (518)457-2744 Patchogue (631) 6874882 Binghamton (607) 721-8005 Rochester (585) 2584505 Buffalo (716) 847-7159 Syracuse (315)4284056 Garden City (516) 228-3915 Utica (315) 793-2314 New York City (212) 775-3568 White Plains (914) 997-9507 Newburgh (845) 568-5287 • For New York City government agency construction projects, please contact the Office of the NYC Comptroller at (212) 669-4443, or www.comptroller.nyc.gov—click on Bureau of Labor Law. Contractor Name: Project Location: PW 101 (10.12) OSHA 10-hour Construction Safety and Health Course — S1537-A Effective July 18, 2008 This provision is an addition to the existing prevailing wage rate law, Labor Law §220, section 220-h. It requires that on all public work projects of at least $250,000.00, all laborers, workers and mechanics working on the site, be certified as having successfully completed the OSHA 10-hour construction safety and health course. It farther requires that the advertised bids and contracts for every public work contract of at least $250,000.00, contain a provision of this requirement. NOTE: The OSHA 10 Legislation only applies to workers on a public work project that are required, under Article 8, to receive the prevailing wage. (03.12) Page 1 oft Where to find OSHA 10-hour Construction Course L NYS Department of Labor website for scheduled outreach training at: www.labor.state.nv.w/workerprotection/safetvhealth/DOSH ONSITE CONSULTATION shim 2. OSHA Training Institute Education Centers: Rochester Institute of Technology OSHA Education Center - Rochester,NY Donna Winter '.. Fax (585)475-6292 e-mail: dlwtno(&rit.edu (866)385-7470 Ext 2919 uwv.rit.edu/—outreach/wo e.ohn3?CourseID=54 Atlantic OSHA Training Center UMDNJ—School of Public Health Piscataway, NJ Janet Crooks Fax(732)235-9460 e-mail: crooksie(a),umdnix (732)235-9455 httns://onho.umdni.edu/wcomn UShowSGhodule.a"?---GROUP--AOTCON-10— Atlantic OSHA Training Center University at Buffalo Buffalo,New York Joe Syracuse Fax(716) 829-2806 e-mail:mailto:iaps(a,buffalo.edu (716) 829-2125 htto://www.smbs.buffalo.edu/CENTERS/trc/scbedule OSHA.php Keene State College Manchester,NH Leslie Singleton e-mail: lsin d etin(ilkeene.edu (800)449-6742 www.keen.edu/courses/orinUcomses_osha.cfm 3. List of trainers and training schedules for OSHA outreach training at: www.OutreachTrainers.ore (03.12) Page 2 of 2 Requirements for OSHA 10 Compliance Chapter 282 of the Laws of 2007, codified as Labor Law 220-h took effect on July 18, 2008. The statute provides as follows: The advertised specifications for every contract for public work of$250,000.00 or more must contain a provision requiring that every worker employed in the performance of a public work contract shall be certified as having completed an OSHA 10 safety training course. The clear intent of this provision is to require that all employees of public work contractors, required to be paid prevailing rates, receive such training"prior to the performing any work on the project." The Bureau will enforce the statute as follows: All contractors and sub contractors must attach a copy of proof of completion of the OSHA 10 course to the first certified payroll submitted to the contracting agency and on each succeeding payroll where any new or additional employee is fust listed. Proof of completion may include but is not limited to: • Copies of bona fide course completion card (Note: Completion cards do not have an expiration date.) • Training roster, attendance record of other documentation from the certified trainer pending the issuance of the card. • Other valid proof **A certification by the employer attesting that all employees have completed such a course is not sufficient proof that the course has been completed. Any questions regarding this statute may be directed to the New York State Department of Labor, Bureau of Public Work at 518485-5696. Page 1 of 1 WICKS Reform 2008 (For all contracts advertised or solicited forbid on or after 7/l/08) • Raises the threshold for public work projects subject to the Wicks Law requiring separatespecifications and bidding for the plumbing, heating and electrical work. The total project's threshold would increase from $50,000 to: $3 million in Bronx, Kings, New York; Queens and Richmond counties; $1.5 million in Nassau, Suffolk and Westchester counties;.and $500,000 in all other counties. For projects below the monetary threshold, bidders must submit a sealed list naming each subcontractor for the plumbing, HVAC and electrical work and the amount to be paid to each, The list:may not be changed unless the public owner finds a legitimate construction need, including a change in specifications or costs or use of a Project Labor Agreement (PLA), and must be open to public inspection. + Allows thestate and local agencies and authorities to waive the Wicks Law and use.a PLA if it will provide the best work at the lowest:possible.price_ If a PLA is used, all contractors shall participate in apprentice training programs in the trades of work it employs that have been approved by the Department of Labor (DOL)for not less than three.years. They shall also have at least one graduate. in the last three years:and use affirmative efforts to retain minority apprentices_ PLA's would be exempt from Wicks, but deemed to bepublic work subject to prevailing wage enforcement.. • The Commissioner of Labor shall have the power to enforce separate specification requirements on projects, and may issue stop-bid orders against public owners for non-compliance. • Other new monetary thresholds, and similar sealed bidding for non-Wicks projects, would apply to certain public authorities including municipal housing authorities, NYC Construction Fund, Yonkers Educational Construction Fund, NYC Municipal Water Finance Authority, Buffalo Municipal Water Finance Authority, Westchester County Health Care Association, Nassau County Health Care Corp., Clifton-Fine Health Care Corp., Erie County Medical Center Corp., 14YC Solid Waste Management Facilities, and the Dormitory Authority. • Reduces from 15 to 7 days the period in which contractors must pay subcontractors. IMPORTANT INFORMATION Regarding Use of Form PW30R "Employer Registration for Use of 4 Day 110 Hour Work Schedule" To use the '4 Day / 10 Hour Work Schedule': There MUST be a Dispensation of Hours (PW30) in place on the project AND You MUST register your intent to work 4 / 10 hour days, by completing the PW30R Form. REMEMBER... The '4 Day/ 10 Hour Work Schedule' applies ONLY to Job Classifications and Counties listed on the PW30R Form. Do not write in any additional Classifications or Counties. (Please note : For each Job Classification checkthe individual wage schedule for specific details regarding their 4/10 hour day posting.) IL- PW30R-Notice(03.11) NYSDOL Bureau of Public Work 1 of 1 Instructions for Completing Form PW30R "Employer Registration for Use of 4 Day/ 10 Hour Work Schedule" Before completing Form PW30R check to be sure ... • There is a Dispensation of Hours in place on the project. • The 4 Day/ 10 Hour Work Schedule applies to the Job Classifications you will be using. • The 4 Day/ 10 Hour Work Schedule applies to the County!Counties where the work will take place. Instructions (Type or Print legibly): Contractor Information: • Enter the Legal Name of the business, FEIN,Street Address, City,State,Zip Code,the Company's Phone a nd Fax numbers;and the Company's email address(H applicable) • Enter the Name of a Contact Person for the Company along with their Phone and Fax numbers, and the personal email address(if applicable) Proiect Information: • Enter the Prevailing Rate Case number(PRC#) assigned to this project • Enter the Project Name/Type(i.e.Smithtown CSD—Replacement of HS Roof) • Enter the Exact Location of Project(i.e.Smithtown HS, 143 County Route#2,Smithtown,NY; Bldgs. 1&2) I. • If you are a Subcontractor,enter the name of the Prime Contractor for which you work • On the Checklist of Job Classifications- o Go to pages 2 and 3 of the form o Place a checkmark in the box to the right of the Job Classification you are choosing o Mark all Job Classifications that apply ***Do not write in any additional Classifications or Counties.*** Reauestor Information: • Enterthe name of the person submitting the registration,their title withthe company,andthe date the registration is filled out Return Completed Form: • Mail the completed PW3OR form(3 pages)to: NYSDOL Bureau of Public Work,SOBC—BIdg.12— Rm.130,Albany, NY12240 -OR- • Fax the completed PW30R form(3 pages) to: NYSDOL Bureau of Public Work at(518)485-1870 PW3aR-Inrtmttions (03.11) VSDOL Bureau nt Public Work lotl i OFW - New York State Department of Labor q" Bureau of Public Work W.Averell Harriman State Office Campus Building 12 - Room 130 Albany, New York 12240 T Phone-(518)457-5589 Fax-(518)485-1870 gpg us Before Completing Form PW30R check to be sure .. There is a Dispensation of Hours in place on the project. The 4 Day 110 Hour Work Schedule applies to the Job Classifications you will be using. The 4 Day 110 Hour Work Schedule applies to the County!Counties where the work wig take place. Please Type or Print the Requested Information When completed ._ Mail to NYSDOL Bureau of Public Work,SOBC, Bldg, 12, Rm.130,Albany, NY 12240 -or- Fax to NYS Bureau of Public Work at(518)4857870 1E` Maim Fi] 9011IC1 [f3' �'�� - - e: ..L Company Name: FEIN: Address: City: State: Zip Code: Phone Number Fax Number. Email Address: Contact Person: Phone No: Fax No: Email: Nil5 - x ,`'.:1 yr. k 'm, C-,_ -s Project PRC*: Project Name/Fype: Exact Location of Project County: (Hyou are Sutxonnmaor) Prime Contractor Name: Job Classification(s)to Work 4/10 Schedule: Khoose all that apply on Job Classification Checklist-Pages 2&3) —Do not write in any additional Classifications or Counties*'* Req_it£Rdk©ITFas Cf - Name: Title: Date PW-30R(02.14) 1 0f7 Job Classification Checklist (Place a checkmark by all classifications that will be using the 4/10 schedule) **"Do not write in any addition!Classifications or Counties*" MI ig Carpenter-Building 2768-All Allegany,Cattaaugus,Chautauqua ❑ Carpenter-Building 276B-Cat Cattaraugus,Erie Carpenter-Building 2768-DW-IJV Livingston,Monroe,Ontario,Wayne Wyoming Carpenter-Building 2768-Gen Genesee,Niagara Orleans,Wyoming Carpenter-Floor Layers 2768-FL-Uv Livingston,Monroe,Ontario,Wayne Wyoming Carpenter-Heavy&Highway 276HH-All Allegany,Cattaaugus,Chautauqua Canpenter-Heavy&Highway 276HH-All Erie Carpenter-Heavy&Highway 276HH-All Genesee,Niagara,Orleans,Wyoming EL Carpenter-Heavy&Highway 276HH-Liv Livingston,Monroe,Ontario,Wayne Carpenter-Residential 276R-All Allegany,Cataaugus,Chautauqua M Carpenter-Building 2776-CAY Cayuga,Seneca,Yates Allegany,Chemung, ❑ Carpenter-Building 277B-CS Cortland,Schuyler,Tompkins Carpenter-Building 277JLS Jefferson,Lewis,St Lawrence Carpenter-Building 277 omh Herkimer,Madison,Oneida Carpenter-Building 277 On Onondaga Carpenter-Building 277 Os Oswego Carpenter-Building/Heavy&Highway 277CDO Chenengo,Delaware,Otsego Broome,Cordand,Schuyler,Toga, ❑ Carpenter-Heavy/Hlghway 277HH-BM Tompkins Carpenter-Heavy/Highway 277-HH-CAY Cayuga Seneca,Yates Herkimer,Jefferson,Lewis,Madison, ❑ Oneida,Onondaga,Oswego, Carpenter-Heavy/Highway 277 oneida St Lawrence Albany,Fulton,Greene,Montgomery, ❑ Carpenter-Building 291 B-Alb Rensselaer,Schenectady,Schoharie Carpenter-Building 291 B-Cli Clinton,Fssez Franklin Carpenter-Building 291B-Ham Hamilton,Warren,Washingron ���ll Carpenter-Building 29t B-Sar Saratoga Il PW-3DR(02.14) NYSDOL Bureau of Public Work 2 of 7 Job Classification Checklist (Place a checkmark by all classifications that will be using the 4/10 schedule) *"Do not write in any additional Classifications or Counties— ..., -_ - . . -lam ra _ : :,R=, ,n - -la 5 ® nm. _�a4.—w_� Carpenter-Heavy&Highway 291HH-Sar Saratoga LI Albany,Fulton,Greene,Montgomery, ❑ Carpenter-Heavy&Highway 291HH-Alb Rensselaer,Schenectady,Schoharie Clinton,Essex,Franklin,Hamilton,Warren, ❑ Carpenter-Heavy&Highway 291HH-Alb Washington Carpenter-Building 276B-All Chautauqua Allegany,Canamugus Carpenter-HeavyB,Highway 276HH-All Allegany,Chautauqua Callaraugus - Carpenter=Heavy&Highway --- - 276HH-All Fie - - Cattaraoguz - - _- Electrician 25m Nassau,Suffolk Cayuga,Chenango, ❑ Cortland,Herkimer,Madison,Oneida, Onondaga,Otsego. Elechician-Teledata Cable Splicer 43 Onondaga,Oswego, Tompkins,Wayne '.. Genesee,Ontario, ❑ Orleans,Wayne, Electrician 66 Livingston,Monroe Wyoming 8401-eledata Onondaga,Ontario, ❑ Electrician and B40 Z1 Cayuga Seneca,Wayne,Yates Clinton,Essex,Franklin,Jefferson,Lewis, ❑ Electrician 910 St.Lawrence Electridan Lineman 1049Line/Gas Nassau,Queens,Suffolk Electrician Lineman 1249a Albany,Allegany,Broome,Cattaraugus, Cayuga,Chautauqua,Chemung, Chenango,Clinton,Columbia Cortland, Delaware,Dutchers,Erie,Essex,Franklin, Fulton,Genesee,Greene,Hamilton, ❑ Herkimer,Jefferson,Lewis,Livingston, Madison,Monroe,Montgomery,Niagara, Oneida,Onondaga,Ontario,Orange, Orleans,Oswego,Otsego,Rttnam, Rensselaer,Rockland,Saratoga, Schenectady,Sdiohade,Schuyler, Seneca,St.Lawrence,Steuben,Sullivan, T foga,Tompkins,Ulster,Warren, Washington,Wayne,Wyoming,Yates Electrical Lineman 1249a West Westchester PW30R(02.14) NYSDOL Bureau of Pubik Work 3 of 7 Job Classification Checklist (Place a checkmark by all classifications that will be using the 4/10 schedule) "'DO not write in anyadditional Classifications orCountiess— Albany,Allegany,Broome,Cammugus, Cayuga,Chautauqua,Chemung, Chenango,Clinton,Columbia,Cortland, Delaware,Dutchess,Ede,Essex,Franklin, Fulton,Genesee,Greene,Hamilton, ElxVkal Lineman Herkimer,Jefferson,Lewis,Livingston, 1249LT ❑ Madison,Monroe,Montgomery,Niagara, Oneida,Onondaga,Ontario,Oange, Orleans,Oswego,Otsego,Putnam, Rensselaer,Rockland,Saratoga, Schenectady,Schohade,Schuyler, - Seneca,St.Lawrence,Steuben,Sullivan, Toga,Tompkins,Ulster,Warren, Washington,Waynewyoming,Yates ectdcal Lineman 1249REG8LT dumbia,Dutchess,Orange,Putnam, ❑ oddand,Ulster ettdal Lineman 1249aWea T estchester Columbia, Dutchess,Greene,Orange, Delaware,Rockland, Elevator Constructor 138 Putnam,Sullivan,Ulster Westchester Allegany,Cattaraugus,Chautauqua,Erie, Elevator Conmuctor 14 Genesee•Niagara,Orleans,Wyoming Chemung,Livingston,Monroe,Ontada, Elevator Constructor 27 Schuyler,Seneca,Steuben,Wayne,Yates Albany,Clinton, Essex,Fulton,Hamiliton, Herkimer,Montgomery,Otsego, ❑ Rensselaer,Saratoga,Schenectady, Elevator Constructor 35 Schohade,Warren,Washin gton Broome,Cayuga,Chenango,Cortland, - Jefferson,Lewis,Madison,Oneida, Delaware,Franklin Onondaga,Oswego,St.Lawrence,Tioga, Elevator Constructor 62.1 Tompkins Allegany,Cattaraugus,Chautaugua,Erie, Glazier %Or Genesee,Niagara,Orleans,Wyoming Allegany,Cattaaugus,Chautauqua,Ede, F Glaver 660 Genesee,Niagara,Orleans,Wyoming PW-30R(02.14) NY500L Bureau of Public Work 4of] Job Classification Checklist (Place a checkmark by all classifications that will be using the 4/10 schedule) Do not write in any additional Classifications or Counties— -- _ mss'.. ��' - - - �•� :;3€�.�€..—. . A,p•���••m Jefferson,Lewis,LiAngston,Monroe, ❑ Ontario,Seneca,St.Lawrence,Wayne, Glazier 677.1 Yates Cayuga,Cortland,Herkimer,Madison, Glave, 677Z-2 Oneida,Onondaga,Oswego Broome,Chemung,Chenango,Delaware, ❑ Otsego,Schuyler,Steuben,Toga, Glazier 577z3 Tompkins Glazier 677r2 Cayuga,Cortland,Herkimer,Madison, ❑ Oneida,Onondaga,Oswego Broome,Cayuga,Chemung,Chenango, ❑ Cortland,Herkimer,Jefferson,Lewis, Madison,Oneida,Onondaga,Oswego, Otsego,Schuyler,Senem,Sc Lawrence, Insulator -Heat&Frost 30-Symcuse Tioga,Tompkins Laborer-Building 621b Allegany,Cattaraugus,Chautauqua Cattaraugus Cattaraugus Laborer-flesidential 621, Allegany,Cattaraugus,Chautauqua Genesee,Livingston,Monroe,Ontario, ❑ Mason-Building 3B-Zl Seneca,Wayne,Wyoming,Yates Broome,Chenango,Delaware,Otsego, Mason-Building 3B-Bing-Z2 Toga Mason-Building 36-Jam-Z2 Allegany,Cattaraugus,Chautauqua Ll Mason-Building 3{o-72 Allegany,Chemung,Schuyler,Steuben Mason-Building 38-Ith-Z2 Cortland,Tompkins E Mason-Building 3B-73 Cattaraugus,Erie,Niagara,Orleans Genesee,Livingston,Monroe,Ontario, ❑ Mason-Building-Residential 3B-ZtR Seneca,Wayne,Wyoming,Yates Allegany,Broome,Cattaraugus, Chemung, ❑ Chautauqua,Chenango,Cortland, Otsego,Delaware,Schuyler,Steuben, Mason-Building-Residential 3B-Jam-Z2R Toga,Tompuns R430R(02.14) NYSDOL Bureau of Public Work 5 of 7 Job Classification Checklist (Place a checkmark by all classifications that will be using the 4/10 schedule) Do not white in any additional Classifications or Counties*" Mason-Building-Residential 3B-Z3R Cattaraugus,Erie,Niagara,Orleans Allegedly,Broome,Cattaraugus,Chemung, Chautauqua,Chenadlgo,Cortland,Ede, Delaware,Genesee,Livingston,Monroe, ❑ Niagara,Ontario,(Means,Otsego,Schuyler, Seneca,Steuben,Toga,Tompkin,Wayne, Mason-Heavy Highway 3h Wyoming,Yates Genesee,Livingston,Monroe,Ontario, ❑ Mason-Tde Finisher 3TF-ZI Seneca,Wayne,Wyoming,Yates _. .. Allegany.Broome,Cattaraugus,Chemung, _. _. ❑... Chautauqua,Chenango,Cortland,Delaware, Mason-Tie Finisher 3TF-Z2 Otsego,Schuyler,Steuben,Toga,Tompkins Mason-Tile Finisher 3TF-Z3 Cattaraugus,Ede,Niagara,Orleans ❑ Mason-Tik Finisher 3TF-ZiR Genesee,Livingston,Monroe,Ontario, ❑ Seneca,Wayne,Wyoming,Yates Mason-Tile Fnisher Allegany,Broome,Catpraugus,Chenango, 3TF-Z2R Chalrtauqua,Cortlanb Delaware,Otsego, ❑ Schuyler,Steuben,Tioga,Tompkins Mason-Tie Finisher 3TF-ZBR Cattaraugus,Erie,Niagara,Orleans E Mason-Tile Setter 3TS-Z1 Genesee,Livingston,Monroe,Oni ❑ Seneca,Wayne,Wyoming,Yates Allegany,Broome,Cattaraugus,Chemung, ❑ Mason-Tile Setter 3TS-Z2 Chautauqua,Chenango,Cortland,Delaware, Otsego,Schuyler,Steuben Toga,Tompkins Mason Tile Setter 3T�Z3 Cattaraugus,Erie,Niagara,Orleans ❑ Mason-Tile Setter Residential 3TS-ZIR Genesee,( ingston,Monroe,Ontario, ❑ Seneca,Wayne,Wyoming,Yates Allegany,Broome,Cattaraugus,Chemung, Mason-Tile Setter Residential 3TS-Z2R Chautauqua,Chenango,Cortland,Delaware, ElOtsego,Schuyler,Steuben,Tioga,Tompkins Mason-Tde Setter Residential 3TS-Z3R Cattaraugus,Ede,Niagara,Odea ns ❑ Bram,Kings,Nassau,New York Queens, ❑ Mason-Building/Heavy&Highway 780 Richmond,Suffolk Opersti ng Engineer- Dmchess ❑ HeavyMighway 137H/H Putnam,Westchester Allegany,Chemung,Genesee,Gvingston, ❑ Operating Engineer - Monroe,Ontario,Schuyler,Steuben,Wayne, Genesee Heavy&Highway 832H Yates PainterLivingston Ontario ❑ I50 Livingston,Monroe,Ontario,Wayne,Vates FW-30R(02.14) NYSDOL Bureau of Pool,Wodc 6 c Job Classification Checklist (Place a checkmark by all classifications that will be using the 4(10 schedule) Do not write in anyodditional Classifications or Counties*— see am Painter 1788 Broome,Chenango,-foga Painter 178E Chemung,Sch uyler,Steuben Steuben ❑ Painter 1780 Delaware,Otsego Cayuga,Hedtimw,Lewis,Madison, Oneida,Onondaga,Ontario,Oswego, Lewis,Ontario,Oswego Painter 31 jSen. Painter 38.0 Oswego Oswego Allegany,Cattaraugus,Chautauqua,Erie, Cattaraugus, - ❑ Genesee,Livingston,Niagara Orleans, Chautauqua,Livingston, Painter 4-Buf,Nia,Olean Steuben,Wyoming Steuben Painter 4-Jamestown Cattereugus,Chautauqua Cattaraugus,Chautauqua ❑ Livingston,Monroe,Ontario,Seneca, ❑ Sheetmetal Worker 46 Wayne, Yates Albany,Columbia,Fulton,Greene, Montgomery,Rensselaer,Saratoga, ❑ Schenectady,Sthoharie,Warren, Teamsters-Heavy&Highway 294h/h Washington Allegany,Cayuga,Cortland,Seneca ❑ eamsters-Heavy&Highway 317bhh Steuben,Tompkins,Wayne,Yates Broome,Chmango,Delaware,Otsego, ❑ Teamsters-Heavy&Highway 693bhh Ting. Teamsters-Building/Heavy&Highway 456 Putnam,Westchester PW-30R(0214) NYSDOL Bureau of Public Wolk 7 of 7 Prevailing Wage Rates for 07/01/2013-08,302014 Published by the New York State oaparmrent a Labor Last Published on Jun 01 2014 PRC Number 2014004824 Introduction to the Prevailing Rate Schedule Information About Prevailing Rate Schedule This information is provided to assist you in the interpretation of particular requirements for each classification of worker contained in the attached Schedule of Prevailing Rates. Classification It is the duty of the Commissioner of Labor to make the proper classification of workers taking into account whether the work is heavy and highway,building,sewer and water,tunnel work,or residential,and to make a determination ofwages and supplements to be paid or Pro It is the responsibility of the public work conhactor to use the pproper rate. If there is a question on the proper classification to be U= please call the tlislrict office located nearest the project District office locations and phone numbers are listed below_ Prevailing Wage Schedules are issued separately for'General Construction Projects"and'Residential Construction Projects'on a county- by<ounty bass General Construction Rates apply to projects such as:Buildings,Heavy 8 Highway,and Tunnel and Water&Sewer rates. Residential Construction Rates generally apply to construction, reconstruction,repair,alteration,or demolition of one family,two family,now, housing,or rental type units intended for resdential use. Some rates listed in the Residential Construction Rate Schedule have a very limited applicability listed along with the rate Rates for occupations or locations notsb rwn on the residential schedule must be obtained from the General CormWcton Rate Schedule. Please contact the local Bureau of Public Work office before using Residential Rate Schedules,to ensure that the project meets the required criteria. Paid Holidays Paid Holidays are days for which an eligible employee receives a re ular days pay,but is not required to perform work. If an employee worksne .day listetl as a paitl holiday,this remuneration is in addttlon to payment of the required prevailing rate for the work actually performed. Overtime At a minimum,all work performed on a public work project in excess of eight hours in any one day or more than five days in a7 workweek is overtime. However,the specific overtime requirements for each trade or occupation on a public work project may differ. Specs c overtime requirements for each turtle or occupation are contained in the prevailing rate schedules. Overtime holiday pay is the premium pay that is required for work performed on spedfied holidays.It is only required where the employee actually performs work on such holidays. Theapplicable holidays are listed under HOLIDAYS:OVERTIME.The mquirad rate of pay for these covered holidays ran be found in the OVERTIME PAY section listings foreach classification. Supplemental Benefits Particular attention should be given to the supplemental benefit requirements. Although in most cases the payment or provision of i.. supplements is for each hour worked,some classifications require the payment or provision of supplements for each hour paid(inducing para holidays on which no work is performed)andfor may require supplements b be paid or provided at a premium rate for premium hours worked. Effective Dates When you review the schedule fora particular occupation,your attention should be directed to the dates above the column of rates. These are the dates for which a given set of rates is effective_ The rate listed is valid until the next effective rale change or until the new annual determination which takes effect on July 1 of each year. All contractors and subcontractors are requiretl to pay the curets prevailing rates of wages and supplements. If you have any questions please contact the Bureau of Public Work or visit the New York State Department of Labor webste(www.laber.state.ny.us)for Arent wage rate information. Apprentice Training Ratios The following are the allowable ratios of registered Apprentices to Joumey-workers. For example,the ratio 1:1,13 indicates the allowable initial ratio is one Ap reni to one Joumeyworker.The Journeyaorker must be in place on the project before an Apprentice is allowed Then three additional Joumeyworkers are needed before a second Apprentice is allowed The last ratio repeats indefinitely.Travelore,three more Joumeyworkers must be present before a third Apprentice can be hired, and so on. Please call Apprentice Training Central Office at(518)457£820 d you have any questions. Tilde(Trade) Ratio Boilermaker(Construction) 1:1,1:4 Boilermaker(Shop) 1:1,1;3 Cementer(Bldg.,H&H.Pile DMer/Dockbuilder) 1:1,1:4 Carpenter(Residentiap 11.1:3 Electrical (Outside)Lineman 1:1 12 Page 30 Pfevailing Wage Ratter for 07/01/2013-06/302014 Published by the New York State Deparknew of Labor Last Published on Jun 012014 PRC Number 2014004824 Elechlcian(Inside) 1:1,13 Elevator/Escalator Construction&Modemaer 11,12 Glazier 1:1,1:3 j Insulation&Asbestos Worker 1:1,1:3 Iron Worker 1:1,1.4 Laborer 1:1,1:3 Mason 1:1,1:4 Millwright 1:1,1:4 Op Engineer - 11 1:5 Painter 1:1,1:3 Plumber&Steamfitter 1:1,1.3 Roofer 1:1,1:2 Sheet Metal Worker 1.11.3 Sprinkler Fitter 1;112 Ifyou have any questions conceming the attached schedule or would like additional information,please contact.the.nearest BUREAU of PUBLIC WORK District Office or write to: New York State Department of labor Bureau of Public Work State Office Campus,Bldg.12 Albany,NY 12240 Distnct Office Locations: Telephone It FAX p Bureau of Public Work-Albany 518357-2744 518485-0240 Bureau of Public Work-Binghamton 607-721-8005 607-721-8004 Bureau of Public Work-Buffalo 716847-7159 716-847-7650 Bureau of Public Work-Garden City 516-228-3915 516-7943518 Bureau of Public Work-Newburgh 845-568-5287 845-565-5332 Bureau of Public Work-New York City 212-775-3568 212-775-3579 Bureau of Public Wodc-Patchogue 6318873882 6318873904 Bureau of Public Work-Rochester 585-2583505 585-2584708 Bureau of Public Work-Syracuse 315.426-0056 3153284671 Bureau of Public Work-Utica 315-793-2314 315-7932514 Bureau of Public Work-White Plains 914-997-9507 914997-9523 Bureau of Public Work-Central Office 518-4575589 518385-1870 Page 31 I Prevailing Wage Rales for 01/01/2013-06M20 14 of Lebo. Publishewe New Yak State Depament Lest Published on Jun 01 2014 d by PRC Number 2D140D482 Dutchess County General Construction I Dolchess County Boilemmaker ' 061DII2014 JOB DESCRIPTION Boilermaker DISTRICT 4 ENTIRE COUNTIES Bronx,Dutchess,Kings,Nassau,New York,Orange,Putnam,Queens, Richmond,Rockland,Suffolk,Sullivan, Ulster,Westchester WAGES Per Hour. 07/01/2013 Boilermaker $47.98 Repairs&Renovations $4798 SUPPLEMENTAL BENEFITS Per Hour, 07/01,2013 Boilermaker 33%of hourly Repairs&Renovations Wage Paid . .. .... . .'.$22.25. . __ ..... NOTE:"Hourly Wage Paid"shall induce any and all premium(s)pay, Repairs&Renovation Includes replakament of parts and repairs&renovation of existing unit OVERTIME PAY OVERTIME PAY See(D,O)on OVERTIME PAGE HOLIDAY Paid:See(8, 16,23,24)on HOLIDAY PAGE Overtime:See(5,6, 11, 12, 15,25)on HOLIDAY PAGE NOTE:'Employee must work in pay Week to receive Holiday Pay. "Boilermarker gets 4 times the hourly wage rate for working on Labor Day, Repairs&Renovation see(B,E,Q)on HOLIDAY PAGE HOLIDAY REGISTERED APPRENTICES 'REGISTERED APPRENTICES (1/2)Year Terns at the following pecentage of Boilermaker's Wage let 2nd 3rd 4th 5th 6th 7th 8th 65% 65% 70% 75% 80% 85% 90% 95% Supplemental Benefits Per Hour 07/01/2D13 Apprentice(.) 33%of Hourly Wage Paid plus amount hebw 1st 2nd 3rd 4th 5th 6th 7th 8th $17.41 $18.10 $18.79 $19.48 $20.17 $20.85 $21.55 $22.25 NOTE:'Houdy Wage Paid'shall includ any and all premium(s) 4-5 Ca center 06/01[2014 JOB DESCRIPTION Carpenter DISTRICT 8 ENTIRE COUNTIES Bronx,DutdresS,Kings,Nassau,New York,Orange, Putnam,Queens,Richmond,Rockland,Suffolk,Westchester WAGES Per Hour 07/01/2013 Page 32 Prevailing Wage Rates for 07/01/2013-M300014 Published"a New York State Department of Labor Last Publishod on Jun 01 2014 PRC Number 2D1400482A Dutchess County Marine Construction: Marine Diver $58.95 Plus$2.40' M.D.Tender 42.10 Plus$2.40' NOTE(-Additional to be added to wages or benifit) SUPPLEMENTAL BENEFITS Per Hour Paid Journeyman $42.37 OVERTIME PAY See IS, E,E2,Q)on OVERTIME PAGE HOLIDAY Paid: See(18,19)on HOLIDAY PAGE Overtime: See(5,6, 10, 11, 13,16, 18,19)on HOLIDAY PAGE 8-7456MC Carpenter - 0610112014-- JOB DESCRIPTION Carpenter DISTRICT 8 ENTIRE COUNTIES - — Bronr.Dutchese Kings,Nassau,New York,Orange,Putnam,Queens,Richmond,Rockland,Suffolk,Westchester WAGES Per hour. 0 710112 01 3 CarpellResilient Floor Coverer $45.34 Plus $240' -AddRonal to be Added to Wages or Sardine INCLUDES HANDLING&INSTALLATION OF ARTIFICIAL TURF AND SIMILAR TURF INDOORSIOUTDOORS_ SUPPLEMENTAL BENEFITS Per hour paid: Floor Coverer $38.58 OVERTIME PAY See(B,E,Q)on OVERTIME PAGE HOLIDAY Paid: See(18,19)Dn HOLIDAY PAGE, Paid:for 1st&2nd yr. Apprentices See(5,6,11.13,16,18,19,25) Overtime: See(5,6,11,13,16,18,19,25)on HOLIDAY PAGE. REGISTERED APPRENTICES Wage per hour is Pecentage of Joumeyworkers Wage (1)year terms: 1st. 2nd. 3rd. 4th. 40% 50% 65% 80% Supplemental benefits per hour. Apprentices $25A3 8-2287 .Carpeanter 06/0112014 JOB DESCRIPTION Carpenter DISTRICT 8 ENTIRE COUNTIES Dutchess,Orange Page 33 Prevailing Wage Rates for 07/01/2013-06/30!2014 Published by the New York State Departrnant of labor Last Published!on Jun 01 M14 PRC Number 2014004824 Dutchess County WAGES Per hour. 0710112013 Building: Millwright $40.53 SUPPLEMENTAL BENEFITS Per hour paid: Journeyman $36.41 OVERTIME PAY See(B,E.E2,Q)on OVERTIME PAGE HOLIDAY HOLIDAY: Paid: Be.(18,19)on HOLIDAY PAGE. Paid: See(5,6,11,13,16,18,19,25)for i st 82nd yrApprenbces Overtime: See(S,6,t 1,13,76,18,1925)on HOLIDAY PAGE- REGISTERED APPRENTICES Wages per hour. (1)year terms at the following percentage of Journeyman's wage. 1st 2nd 3rd 4th $2229 $26.34 $30.40 $38.50 Supplemental benefr6 par hour. APPRENTICES: 1st 2nd 3rd 4th $25.33 $27A8 $30.12 $33.89 8-740.2 Carpenter-Building I Heaw&Nidhwav 0610112014 JOB DESCRIPTION Carpenter-Building I HeavyBHighway DISTRICT 11 ENTIRE COUNTIES Columbia,Dutchass,Orange,Sullivan, Ulster WAGES WAGES:(per hour) 0 710 112 01 3 Carpenter $33.73 Carpenter-Floor Coverer' 33.73 DockbuildenrI iledi 33.73 Diver Tender 33.73 Diver(WET) 50.00 Dwer(DRY) 30.00 SHIFT DIFFERENTIAL When mandated by a Government Agency irregular or oft shift can be worked.The Carpenter shall receive an additional(15) percent of wage plus applicable benefits. -Note: Rate DOES NOT apply in Orange or Dulchess County. On projects for removal and/or abatement of asbestos or arty toxic or hazardous material and it is required by the employer or mandated by NYS or Federal Regulabon to wear protective equipment an additional two(2)hours pay per day including benefits on all dessifirations including apprentices.For work on smokestacks,silos,or steeples more than fifty(50)feet high,an additional$2,00 per hour,payable from the ground up. SUPPLEMENTAL BENEFITS Per hour paid: Jcumeyworker $2345 OVERTIME PAY See(B, E,Q)on OVERTIME PAGE HOLIDAY BUILDING: Paid See( 1 ) on HOLIDAY PAGE. Overtime: See(5,6 on HOLIDAY PAGE. HEAVYMIGHWAY: Paid: See(5,6.16 on HOLIDAY PAGE including benefits. Overtime: See(5,6, 16 )on HOLIDAY PAGE. Page 34 Prevailing Wage Rates for 07/0112013-0li/3012014 Published by the New York State Department of Labor Last PUNishetl on Jun 07 2014 PRC Number 2014004x24 Dutrhess County REGISTERED APPRENTICES 1 Year terms at the following wage rates. j 1st 2nd 3rd 4th $17.20 $20.10 $23.01 $25.92 Supplemental Benefits per hour paid: Appronficas All terns $ 13.65 11-2792BM&H Electrician 06/0112014: '.. JOB DESCRIPTION Electrician DISTRICT 11 ENTIRE COUNTIES Sullivan,Ulster PARTIAL COUNTIES Delaware: Only in the Townships of Andes,Harpersfielq Kor[wrighSStarford,Bovine,Roxbury,Middletown and those portions of Colchester and Hancock south of the East Bunch of the Delaware River. Dutchess[All of the county,except for the towns of Flshkill,Eesi Pishkilf,and Beacon' - - Greene: That portion of the county south of a rine following the south limits of the cr y of Catskill in a Westerly direction from the Hudson River to Highway 23A along 23A to the read following the Little Westkiil and continuing along this road be Delaware County. WAGES Perhouc 07/01/2013 Electrician WiremaNTechnician Electrical/Technician Projects under three(3)million dollars $37 DO Electriral/Techircian Projects over three(3)million dollars 41 DD— SHIFT DIFFERENTIAL:On Public Work in New York State when shift work is mandated either in the Job specifications or by the contracting agency,the following rates apply: Shit worked between 4:30pm&12:30am Electrical/Techincian Projects under three(3)million dollars $43.06 Electhcat'rechincian Projects over three(3)million dollars 4775- Shiftwolked between 12.30am&x:30am Electrical/rechincian Projects under three(3)million dollars 47.99 Electrical/Techincian Projects over three(3)million dollars 53.25' On jobs where employees are required to work from bosun chairs,swinging scaffolds,etc.,forty(40)feet or more above theground,or under compressed air, using Scatter packs,gas masks or in shafts or tunnels,they shall recelve an additional$2.00 per hour above the regular straight time rate. On jobs where employees are required to have CDL,Asbestos License,Welding Certificate,or Cable Splicing shall receive an additional$ 1.00 above the journeyman rate. SUPPLEMENTAL BENEFITS Per hour worked: 07/0112013 Journeyman $2277 plus 6%of wage OVERTIME PAY See S. E,O)on OVERTIME PAGE HOLIDAY Paid See(1)on HOLIDAY PAGE Overtime: See S.6, 13, 15, 16,25)on HOLIDAY PAGE REGISTERED APPRENTICES Wages: Page 35 Prevailing Wage Rates for 07/01/2013-05/302014 Published by the New York State Demornent of Labor Last Published on Jun 012014 PRC Number 2014(304824 Dutchess County (6)month terms at the following percentage of joumeyman's wage.- let 2nd 3rd 4th 5th 6th 7th 8th 9th 10th 30% 35% 40% 45% 50% 55% 65% 70% 75% 85% Denotes average Journeymen Wireman rate of pay of all wage nines. Supplemental Benefits Per hour worked: 07/DI/2013 1st&2nd term 38.06 plus 6%of wage 3rd&4th term 10.32 plus 6%of wage 5th&6th tern 12.58 plus 6%of wage 7th&81h tart, 15.99 plus 6%of wage 9th&10th term 19.36 plus 6%cf wage 11-363/2 Electrician 06/012014 JOB DESCRIPTION Elecbican DISTRICT 11 ENTIRE COUNTIES Orange,Putnam, Rockland PARTIAL COUNTIES Dutchess: Towns of Fishkill,East Fishkill,and Beacon, WAGES Perhour. 07/01/2013 Electrician Wham av"rechnidan $41.00" `SHIFT DIFFERENTIAL:On Public Work in New York State when shift work is mandated either in the job specifications or by the contracting agency,the following rates apply. Shift worked between 4:30pm&12:30am $4715' Shift worked between 12:30am & 8:30am $5325' "On jobs where employees are required to work from bcat immin chairs,swinging scaffolds,etc.,forty(40)feet or more above the ground,or under compressed air, using Sconair packs,gas masks or in shafts or tunnels,they shall receive an additional$2.00 per hour above the regular straight time rate. On jobs where a CDL,Asbestos License,Welding Certificate or Cable Splicing is required an additional$1 00 above the Journeymen rate is to be paid. SUPPLEMENTAL BENEFITS Per hour worked 07/01/2013 Journeyman $22.71 plus 6%of wage OVERTIME PAY See(B,E,Q)on OVERTIME PAGE HOLIDAY Paid: See(1)on HOLIDAY PAGE Overtime: Sea(5,6, 13, 15, 16,25)an HOLIDAY PAGE REGISTERED APPRENTICES Wages: (6)mnnth terms at the following percentage of Journeyman's wage' 1st 2nd 3rd 4th 5th 6th 7N 8th 9th 10th 30% 35% 40% 45% 50% 55% 65% 70% 75% 85% 'Denotes average Journeyman Wireman rate of all wage zones Supplemental Benefits per hour worked: 07/0112012 1 st&2nd term $ 8.06 plus 6%of wage 3rd&4th term 10.32 plus 6%of wage 5N&6th term 12.56 plus 6°%of wage Page 36 Prevailing Wage Rates for 07/012013-Df9302014 Published by the New York State Department of Labor Last Published on Jun 012014 PRC Number 2014004824 DutUess County 7th&8th term 15.99 plus 6%of wage 9th& 10th tent 19.36 plus 6%of wage 11-363/1 Elevator Constrictor D6701/2014 �. JOB DESCRIPTION Elevator Constructor DISTRICT 1 ENTIRE COUNTIES Columbia, Dutchess, Greene,Orange,Putnam,Sullivan, Ulster PARTIAL COUNTIES Delaware: Towns of Andes,Bovine,Colchester,Davenport,Delhi,Harpersfieid,Hendon,Koh fight,Meredith,Middletown,Roxbury, Hancock&Stamford Rockland: Only the Township of Stony Point. Westchester Only the Townships of Bedford, Lawisboro,Cor0and,Mt. Ksco,North Salem,Pound Ridge,Somers and Yorktown. WAGES Per Hour 07/012013 01/012014 01/012015 Mechanic $50.68 $51.55 $52.51 Helper 70%of Mechanic Wage Rate _. _. _.... . IMPORTANT NOTICE-EFFECTIVE D4/01/2009 Four(4),ten(ID)hour days may be worked at straight time during a week,Monday thm Thursday. NOTE-In order to use Me'4 Day/10 Hour Work Schedule;you must submit an'Employer Registration for Use of 4 Day/10 Hour Work Schedule;font PW30R,additionally,there must be a dispensation of hours in place on the pmjecL SUPPLEMENTAL BENEFITS Per hour worked 071012D13 01/012014 01/012015 Joumeyman/Helper $25.185' $26.785' $28.385' (')Plus 6%of gross wages if leas than 5 years service (')Plus 8%of gross wages if more than 5 years service OVERTIME PAY See(D,O)on OVERTIME PAGE HOLIDAY Paid: See(5,6, 15,16)on HOLIDAY PAGE Overtime: See(5,6, 15,16)on HOLIDAY PAGE Note: When a paid holiday falls on Saturday,@ shall be observed on Friday.When a paid holiday falls on Sunday,it shall be observed on Monday. REGISTERED APPRENTICES Wages per hour 0-6 mo 6-12 mo 2nd yr 3rd yr 4th yr 50% 55% 65% TO% 80% Supplemental Benefits per hour worked Same as Journeyman/Helper 1-138 Giaier - 061012014' JOB DESCRIPTION Glaser DISTRICT 8 ENTIRE COUNTIES Bronx, Dutrhess,Kings,Nassau,New York.Orange, Putnam,Queens,Richmond, Rockland,Suffolk,Sullivan. Liver,Westchester WAGES Per hour. 07/012013 II/D12013 05/072014 Additional Glazier $50.00 $50.50 $1.50— Additional Additional $A D per hour $.10 per hour for all regular for all regular Page 37 Prevailing Wage Rates for G7/01/2013-06/302014 Ian Published on Jun 012014 Published by the New York State Depam s,Of tabor PRC Number 2D1600482d Dutrhess CourRy hours worked hours worked 'Scaffolding $50.00 $50.50 Additional per Addltiorral $1.10 Per $1.10 par hour hourforall for all regular regular hour: hours worked worked -Includes swing scaffold,mechanical equipment,scissors jacks,man lifts, booms&put beets 24'or more,but not pipe scaffolding. Repair&Maintenance: —Glazier $26.50 $ 26.50 Additional$.10 per hour for all regular boom worked $ 26.60 —Repair&Maintenance-All repair&mainitrare work On a Panicelar building, whenever Performed,where the total cumulative contract value is under $100,000.00. —To be allocated SUPPLEMENTAL BENEFITS Per hour paid: 07/01/2013 11/01/2013 05/07/2014 Joumeyworkec.. $2534 $25.69 $25.69 Repair&Maintenance: Glazier' $ 15.64 $15.64 OVERTIME PAY $ 16.14 OVERTIME: Premium is applied to the respective base wage only. See(C',D'E2,OJ on OVERTIME PAGE. If an optional 8th hour is required to complete the entire Project,the same shall be paid at the regular rate of pay. If a 9th hour is we rked, then both hours or more(8th&9th or more)will be paid at double time rate of pay. —For Repair&Maintenance see(D,F,P)on overtime page. HOLIDAY Paid- See(1)on HOLIDAY PAGE Overtime: See(4,6, 16,25)On HOLIDAY PAGE The Following are paid holidays for the Repair Maintenance Class: New Years day,Presidents day,Memorial day,Independents day,Labor day,Thanksgiving day,Day after Thanksgiving, arta Christmas day. REGISTERED APPRENTICES Wage per hour. (1)yearterms at the following wage rates: 0710112013 11/012013 let term $16.95 $16.95 2nd term $24.99 $25.29 3rd term $30.00 4th teen $30.35 $40.05 $40.45 Supplemental Benefits: (Per hour worked) lst tern $12.07 $ 12.07 2nd term $17.28 $ 17.46 3rd term $1T 28 4th term $22.12 $ 19.10 $ 22,40 8-1281 (DC9 NYC) Insulator-Heat A Frost 96iD1l28f4 JOB DESCRIPTION Insulator-Heat 8 Frost DISTRICT 8 ENTIRE COUNTIES Dutchess.Orange, Putnam,Rockland,Westchester Page 38 Prevailing Wage Rates for 07/01/2013-06/302014 Pubgshed by the New York State Departnant of Labor Last Published on Jun 01 2014 PRC Number 2014004824 Dulchess County WAGES Per hour 07/012013 Insulator $46.90 Fire Step Work' $24.48 Applies on all exclusive Fire Stop Work(Whan contract is for Fire Stop work only).No apprentices on these contracts only. Note:Additional$0.50 per hour for work 30 feet or more above floor or ground level. Note:On the last working day preceding Christmas and New Years day,workers shall work no later than 12:00 noon and shall receive 8 hrs pay SUPPLEMENTAL BENEFITS '.. (per hour paid) Joumeyworker $3042 Fire Stop Work: Joumeyworker $15.52 OVERTIME PAY OVERTIME:See(B,E,0,T',V)on OVERTIME PAGE HOLIDAY HOLIDAY: Paid: See(1 )on HOLIDAY PAGE. Overlme: See(2',4,6, 16,25)on HOLIDAY PAGE. 'Note:Labor Day triple time ff worked. REGISTERED APPRENTICES (1 )year terms. MEMBERS PRIOR TO MAY 28,2012 let 2nd 3rd 4th $22.80 $24.70 $33 45 $37.93 MEMBERS INDENTURED AFTER MAY 28,2012 1st 2ntl 3rd 4th $20.00 $24.48 $33.45 $37.93 Supplemental Benefits paid per hour paid: Apprentoes: tat term $12.53 2nd term 15.52 3rd term --- 21.45 4th is, 24.47 8-91 Ironworker 06101/2014 JOB DESCRIPTION Ironworker DISTRICT 11 ENTIRE COUNTIES Dutchess,Orange,Putnam,Rockland,Sullivan,Ulster WAGES Perhour. 07/01/2013 Structural $42Ti` Reinforcing' 4271 Ornamental 4277 Chain Link Fence 4271 Shift Work:any iregular or off shift shall be paid 8 hours for 7 hours work. 'NOTE:For Reinforcing classification ONLY,Ironworker 446Reinf rates apply in Rockland county's southern section(south of Convent Road and east of Blue Hills Road). SUPPLEMENTAL BENEFITS Page 39 Pre ailing Wage Rales for 07/01,2013-061302014 Published by Jr.New Yoh State Department of tabor Last PuNished on Jun 012014 PRC Number 2014004824 Dutchess County Per hour paid: Journeyman $31.48 OVERTIME PAY OVERTIME.....Sea(B', E",Q,V)on OVERTIME PAGE. 'Note: Double Time after 10 hours Monday thru FriI "Note:On Saturdays,double time after 8 hours. HOLIDAY Paid: See(1)on HOLIDAY PAGE Ovedimw See(5,6, 16)on HOLIDAY PAGE REGISTERED APPRENTICES Wages: (1)year terms at the following wage. let 2nd 3rd 41h $21.39 $25.66 $29.94 $3422 Supplemental Benefits per hour worked: 1 at year $27.04 2nd year _.. _ .... .27.92 .. . _. 3rd year 28.82 4th year 29.70 11417 Laborer-Bu idina 06/01Y2014' JOB DESCRIPTION Laborer-Building DISTRICT 11 ENTIRE COUNTIES Dutritess PARTIAL COUNTIES Columbia: Only the Townships of Greenport,Cleverack,Philmord,Ckannow,Germantown,Livingston,Hillsdale,Gallatin,Copake,Ancram, Taghkanic and the City of Hudson. WAGES 'ALL WORK RELATED WITH TOXIC OR ANY ASBESTOS OR HAZARDOUS MATERIAL` WAGES:(per hour) 07/01/2013 - Premium $35.80 Shift Differential:On all Govermental mandated irregular or o0 shift work,an additional 25%of wage is required. SUPPLEMENTAL BENEFITS Per hour worked: Journeyman $23.15 OVERTIME PAY See(B, E,Q)on OVERTIME PAGE Double time paid after the eigth hour on Saturday HOLIDAY Paid. See(1)on HOLIDAY PAGE Overtime: See(5,6)on HOLIDAY PAGE 11-17tox 'Laborer-Suilding f 06/01/2014. JOB DESCRIPTION Laborer-Building DISTRICT 1 ENTIRE COUNTIES Dutchess PARTIAL COUNTIES Columbia: Only the Townships of Ancient,Claveraok, Clermont, Copake,Gallatin,Germantown,Greenport,Hillsdale, Hudson,Livingston, Philmont and Taconic. WAGES GROUPLI: All Laborers except those listed in Group 2 Page 40 Prevailing Wage Rates for 0 7/011201 3-W3 0=14 Punished by Me New Yak Siate Deparlma4&Later Last Published on Jun 01 2014 PRC Number 2014W4824 Dutchess County GROUP#2: Blaster, laser Beam Oper.,Asphalt Rakers,8 Dnlling Equipment Only Where a Separate Air Compressor Unit Supplies Power WAGES per hour 07/01/2013 06/0112014 Additional GROUP#1 $29.45 $1601 GROUP#2 31.80 Note: Anyjob requiring Hazwopper Certification will pay$1.00 above job classi5cetion wage rate. (')To be allocated at a later date. SUPPLEMENTAL BENEFITS Per hour worked Journeyman $23.05 OVERTIME PAY See(B,F,R)on OVERTIME PAGE HOLIDAY Paid- See(1)on HOLIDAY PAGE Overtime: See(5,6)on HOLIDAY PAGE REGISTERED APPRENTICES Wages per hour 07/01M13 06/01/2014 Additional 1000 Hour terms lstterm $17.00 $1.617 2nd tern 19.65 3rd tens 22.30 4th term 25.45 Note: Anyjob requiring Hazwopper Certification will pay$1 00 above job classification wage late. (')To be allocated at a later date. Supplemental Benefits per hour worked Apprentices $ 13.20 1-1000 Laborer-Heald&Hwhxav 06/0112014 JOB DESCRIPTION Laborer-Heavy&High y DISTRICT 1 ENTIRE COUNTIES Dutchess PARTIAL COUNTIES Columbia: Only the Townships of Ancram,Claverack; Clermont,Copake,Gallatin,Germantown, Greenport,Hillsdale,Hudson,Gvingston, Philmont and Taconic- WAGES aconicWAGES GROUP#i: Flagperson, Placing& maintenance of all flares,cones,lights,signs,barricades,traffic patterns and all reflective type materials for traffic control,custodial work,traffic directors,temporary heat or light tenders,tool room. GROUP#2: All Other Classifications not listed in Group#1 or Group#3 GROUP#3: Asphalt Raker,Asphalt Screedman,Drilling Equipment Only Where a Separate Air Compressor Unit Supplies Power,Laser Beam Operator, Metal Form Setters/Alignars(sidewalk),Blaster, WAGES per hour 07/012013 Page 41 Prevailing Wage Rates for 07X,1201 3-OMM014 Published by the New York State Department of Labor Last Published on Jun 01 2014 PRO Number 2014009824 Dutcr ss County Group#1 $26.25 Group#2 30.01 Group#3 31.01 Note: All employees working on a project that requires Hazwopper Certification will receive$1.00 per hour overjob cla ei fiption rate of pay. All employees who work an irregular work day that starts after 9:OD AM on a governmental mandated schedule shall be paid an add tonal 15%per hour. (')To be allocated at a later date. SUPPLEMENTAL BENEFITS Per hour worked 8 paid Holidays Journeyman $23.10 OVERTIME PAY Sae(B,E, E2,O)on OVERTIME PAGE HOLIDAY Paid See(5,6, 16,25)on HOLIDAY PAGE Overtime: See(5,6, 16,25)on HOLIDAY PAGE Note:Whenever a holidays falls on Sunday,it will be observed on Ne following Monday. REGISTERED APPRENTICES Wages Per hour 1000 hour year terms 1st Tenn $1655 2nd Tenn 19.25 Sod Term 22.00 4th Term 252D Note: All employees working on a project chat requires Hazwopper Certification will receive$1.00 Per hour overjob dassification rate of pay. All employees who work an irregular work day that starts after 9:00 AM on a governmental mandated schedule shall be paid an additional 15%per hour. Supplemental Benefits per hour worked 8 paid Holidays Apprentices $ 14.15 1-1000h Laborer-Heaw6Hlghway - 06/01/2014` JOB DESCRIPTION Laborer-Heavy&Highway DISTRICT 11 ENTIRE COUNTIES Dutchess PARTIAL COUNTIES Columbia: Only the Townships of Greenport,Philmont, Gem antown.Livingslon, Hillsdale,Taghkamic,Gallatin,Copake,Anoram,City of Hudson. WAGES 'ALL WORK RELATED WITH TOXIC OR ANY ASBESTOS OR HAZARDOUS MATERIAL'(Five feet or more outside of building foundation line) WAGES:(per hour) 07/01/2013 Protective Gear Not Required(Class 2) $34.00 Protective Gear Required(Class 3) $37.90 SHIFT DIFFERENTIAL:On all NYS D.O.T.or other Governmental mandated Imegular or oR shift work,an additional 15%of wage on straight time pay. SUPPLEMENTAL BENEFITS Per hour paid: Journeyman $22.55 OVERTIME PAY Page 42 Prevailing Wage Renee for 07/01/2013-06/302014 Published by the New York State Department of Labor Last Publishes on Jun 01 2014 PRC Number 2014004824 Dutchess County See(B,E,Q,-8)on OVERTIME PAGE HOLIDAY Paid: See(5,6, 13,15.25)on HOLIDAY PAGE Overtime: See('i)on HOLIDAY PAGE 'NOTE: If Saturday Holiday is worked,Code S applies. REGISTERED APPRENTICES Wages Par hour 1000 hour year terns one 2011 shall include all apprentices enrolled before January 1 2011 isl tarn $20.11 2nd term 23.48 3rd term 26.78 4th term 30.09 Pon 2011 shall include all apprentices enrolled on or after January 12011 l at tern $17.19 2nd term 20.31 3rd term 23.43 4th tern _. .26.56. _. ... Supplemental Benefits per hour paid: Apprentice $16.55 11-17tac Laborer-Tunnel OW012014 JOB DESCRIPTION Laborer-Tunnel DISTRICT 1 ENTIRE COUNTIES Dutchess PARTIAL COUNTIES Columbia: Columbia: Only the Townships of Ancram,Ciaverack,Clermont,Copake,Gallatin,Germantown,Greenport,Hillsdale,Hudson, Livingston, Philmont and Taconic. WAGES Tunnel Group#1 A11 clearing,tempoary and per lament roadsand parking areas,landscaping,erosion controll,traffic maintenance,Bagging, dump area,and tempoary lighting above the tunnel operations. Tunnel Group#2 All laborers invoked in tunnel operations,including but not limited to subways,sewer,water,vehicular and utility tunnels, and shafts,manholes and access way in connection therewith. WAGES per hour 071072013 Group#1 $30.31 Group#2 39.87 Note: All employees working on a project that requires Hazwoppar Certification will receive$1.00 per hour war job classification rate of pay. All employees who work an irregular work day that starts after 9:00 AM on a governmental mandated schedule shall be paid an additional 15%Per hour. (')To be allocated at a latar data SUPPLEMENTAL BENEFITS Per hour worked&paid Holidays Journeyman $23.55 OVERTIME PAY See(B.E,E2,Q,V)on OVERTIME PAGE HOLIDAY Paid: See(5,6, 16,25)on HOLIDAY PAGE Overtime: See(5,6, 16,25)on HOLIDAY PAGE Note:Whenever a holidays falls on Sunday,it will be observed on the fallowing Monday. REGISTERED APPRENTICES 1DDO hour year terms 1 st Temr $1655 Page 43 ------------- Prevailing Wage Rates for 07/012013-06/302014 Published by the New yok,Pate D,pa amr,of Labor Last Published on Jun 01 2014 PRC Number 2014004824 Dutchwa County 2nd Tenn 19.25 3rd Term 2200 4th Term 25.20 Note: All employees wonting on a project that requires Hazwopper Certification will receive$1.00 per hour over job classification rate of pay. All employees who work an irregular work day that starts after 9;00 AM on a governmental mandated schedule shall be paid an additional 15%per hour. Supplemental benefits per hour worked 8 paid Holidays Apprentices $14.15 1A000TW Lineman Electrician 06/01/2014 JOB DESCRIPTION Lineman Electrician DISTRICT 6 ENTIRE COUNTIES Albany,Allegany,Broome,Catmieugus,Cayuga,Chautauqua,Chemung,Chenango,Clinton,Columbia,Cortland,Delaware, Dutchess, Ene, Essex,Franklin, Fulton,Genesee,Greene,Hamilton,Herkimer,Jefferson,Lewis,Livingston,Macison,Monroe,Montt) Ni Oneida, Onondaga,Ontario,Orange,Orleans,Oswego,Otsego,Putnam,Rensselaer,Rockland,Saratoga,Schenectady,Scrnery. agara, hohariNi Schuyler,Seneca,St Lawrence,Smaller,Sullivan,Tioga,Tompkins,Ulster,Warren,Washington,Wayne,Wyoming,Yates WAGES _.... _... - _. _ _.. Per hour. NOTE:Includes Teledata Work within ten (10)feet of High Voltage Transmission Lines Below rates applicable on all overhead and underground distribution and maintenance wok,and all overhead and underground transmission line wok and the installation of fiber optic cable where no other constnwlion trades are or have been involved.(14.01.011) 07/012013 05/05/2014 05liYl/2015 Lineman,Technician $44.12 $45.51 $46,90 Crane, Crawler Backhoe 44.12 45.51 46.90 Weider,Cable Splicer 44.12 45.51 46.90 Digging Machine Operator 39.71 40.96 42.21 Tractor Trailer Driver 37.50 38.68 39.87 Groundman,Truck Driver 35.30 36.41 37.52 Mechanic lst Class 35.30 36.41 37.52 Flagman 26.47 27.31 28,14 Additional$100 per hour for entire crew when a helicopter is used. Below rates applicable on all electrical sub-stations,switching structures,fiber optic cable and all other work not defined as'Utildy outside electrical work".(14.02.01A) Lineman,Technician $44.12 $45.51 $46.90 Crane, Crawler Backhoe 44.12 45.51 46.90 Cable SplicerPipe Type Cable 46.53 50.06 51.59 Cert.WelderPipe Type Cable 46.33 47.79 49.25 Digging Machine Operator 39.71 40.96 42.21 Tractor Trailer Driver 37.50 38.68 39.87 Mechanic lst Class 35.30 36.41 37.52 Groundman,Truck Driver 3530 36.41 3752 Flagman 26.47 27.31 28.14 Additional$1.00 per hcur for entire crew when a helicapter is used, Below rates apply on switching structures, maintenance pmjects, railroad catenary installfmaintenance grind rail installation,bantling of rails and pipe type cable and Installation of fiber optic cable. (14.D2.01-B) Lineman,Technician,Welder $45.40 $46.80 $48.20 Crane, Crawler Backhoe 45.40 4680 48.20 Digging Machine Operator 40.86 42.12 43.38 Tractor Trailer Driver 38.59 39.78 40.97 Groundman,Truck Driver 35.32 37 44 38.56 Mechanic let Claw 36.32 37.44 38.56 Flagman 27.24 28.08 26.92 Page a4 Prevailing Wage Rates iw 07/01/2013-06/30!2014 Published by the New York State Department M Labor Last Published on Jun 01 2014 PRC Number 2014004624 Dulctwss County Cert,Welder-Pipe Type Cable 47.67 49.14 50.61 Cable Splicer-Pipe Type Cable 49.94 51.46 53.02 Additional Si.DO per hour for entire crew when a helicopter is used. Below rates applicable ch all overhead and underground transmission line work 8 fiber optic cable where other construction trades are or have been involved.This applies to transmission line work only,not other construction.(14.03.01) Lineman,Technician,Welder $46.62 $48.02 $49.41 Crane,Crawler Backhoe 46,62 48.02 49,41 Cable Splicer 46.62 48.02 49.41 Digging Machine Operator 41.96 43.22 44.47 Tractor Treiler Driver 39.63 40.82 42.00 Groundman,Truck Driver 37.30 38.42 39.53 - Mechanic tat Class 37.30 38.42 39.53 Flagman 27.97 28.81 29.65 Additional$1 DO per hour for entire crew when a helicopter Is used. IMPORTANT NOTICE" Four(4),ten(10)hour days may be worked at straight time during a week.Monday 01ru Thursday.Friday may be used as a make-up day. "Effective 05101112013,Tuesday thrdFriday may be worked with no make-up day. - - - - NOTE-In order to use the'4 Day/10 Hour Work Schedule;you must submit an'Em ployer Registration for Use of 4 Day/10 Hour Work Schedule;form PW30R;additionally,mere must be a dispensation of hours in place on the project SUPPLEMENTAL BENEFITS Per hour worked including holidays listed below: The following SUPPLEMENTAL BENEFITS applyto all classification categories of CONSTRUCTION,TRANSMISSION and DISTRIBUTION. $19.00 $19.75 $20.50 'plus 7.5%of 'plus 7.5%of 'plus 7.5%of hourly wage hourly wage hourly wage 'The T5%Is based on the hourly wage paid,straight time rate or premium rate. OVERTIME PAY See IS, E,Q)on OVERTIME PAGE.'Note*Double time for all emergency work desgnated by the Dept.of Junsdictian. NOTE: THE FOLLOWING RATES WILL APPLY ON ALL CONTRACTING AGENCY MANDATED MULTIPLE SHIFTS OF AT LEAST FIVE (5)DAYS DURATION WORKED BETWEEN THE HOURS LISTED BELOW: 1ST SHIFT 8:00 AM to 4:30 PM REGULAR RATE 2ND SHIFT 4:30 PM to 1:00 AM REGULAR RATE PLUS 17.3% 3RD SH IFT 12:30 AM to 9:00 AM REGULAR RATE PLUS 31.4% HOLIDAY Paid See(5,6,8, 13,25)on HOLIDAY PAGE plus Governor of NYS Election Day. Overtime See(5,6,8,13,25)on HOLIDAY PAGE plus Govemor of NYS Election Day. SUPPLEMENTS for holidays paid at straight time REGISTERED APPRENTICES WAGES1000 hour terms at he following percentage of Journeyman's wage. 1st 2nd 3rd 4th 5th fitit 7N 60% 65% 70% 75% 80% 85% 90% SUPPLEMENTAL BENEFITS:Same as Journeyman 6-1249a Lineman Eieetricwn-Teledafa 0610112014 JOB DESCRIPTION Lineman Electrician-Teledata DISTRICT 6 ENTRE COUNTIES Page 45 I Prevatiing Wage Rates for 07/01f2013-06/302014 Published by the New York Slate De artmard of Labor Last Published on Jun 012014 P PRC Number 2014004824 Datrhess Gounry Albany,Allegany,Broome,Cattaraiii Cayuga,Chautauqua,Chemung, st Chenango,Clinton,Columbia,Cortland, Delaware,Duchess, Ene, Essex,Franklin,Fulton, Genesee,Greene,Hamilton, He lamer,Jefferson,Lewis,Livingon,Madison Monroe,Montgomery,Niagam, Oneida,Onondaga,Ontario,Orange, Orleans,Oswego,Otsego,Putnam,Rensselaer,Rockland,Saratoga,Schenectady,Schohane, Schuyler,Sane-,SL Lawrence,Steuben,Sullivan,Tioga,Tompkins,Ulster,Warren,Washington,Wayne,Westchester,Wyoming,Yates WAGES Per hour: FOR OUTSIDE WORK. 07/01/2013 01/01/2014 Cable Splicer $28.55 $29.12 Installer,Repairman 27,10 2764 Teledma Uneman 27.10 27.64 Technician, Equipment Operator 27.10 2764 Groundman 14.37 14.66 NOTE:EXCLUDES Tele lata work within ben(10)feet of High Voltage(600 volts and over)transmission lines. For this work please see LINEMAN. SUPPLEMENTAL BENEFITS Per hour muted: _.. $443. . _ _ $4.43 'plus 3%of 'plus 3%of wage paid wage paid 'The 3%is based on the hourly wage paid,straight time rate or premium rate. OVERTIME PAY See(B,E.Q)on OVERTIME PAGE HOLIDAY Paid: Sae(1)on HOLIDAY PAGE Overtime: See(5,6, 16)on HOLIDAY PAGE 6.1249LT-Teledata Lineman Electrician-Traffic Sianal Liglhtinq 06/0112014 JOB DESCRIPTION Lineman Electrician-Traffic Signal Lighting DISTRICT 6 ENTIRE COUNTIES Columbia,Dutchess,Orange, Pohiam,Rockland,Ulster WAGES Lineman/TeGmicam shall perform all overhead aerial work and make all electrical connections. A Groundman/Groundman Truck Driver shall: Build and set concrete forms,handle steel most,set footer cages,transport concrete in a wheelbarrow,hand or machine concrete vibration,finish concrete footers,mix mortar,grout pole bases,cover and maintain footers while curing in mid weather, operate jack hammer,operate hand pavement breaker,a tamper,concrete and other moforized saws,as a drill helper,operate and maintain generators,water pumps,chain saws,sand blasting,operate mulching and seeding machine,air tools,elactnc tools,gas tools,load and unload materials,hand shovel and/or bmom,prepare and pour mastic and other fillers,assist digger operator equipment operator in ground excavation and restoration,landscape work and painting.Only when assisting a lineman technician,a ground man/truck driver may install mndun,pipe.cables and equipment A flaggei's duties shall consist of traffic control only. Per hour 07101/2013 05/05/2014 05/04/2015 05/02/2016 'Addoonal Lineman,Technician $40.45 41.39 42.32 $2.00 Crane, Crawler Backhoe 40.45 41.39 42.32 200 CertOed Welder 4247 43,46 44.44 2.D0 Digging Machine 36.41 37.25 38 D9 2A0 Tractor Trailer Driver 34.38 35.18 35.97 2.00 Groundman,Truck Driver 32.36 33.11 33.86 2.00 Mechanic lot Class 3236 33.11 33.86 2.00 Flagman 24.27 24.83 25.39 2.00 To be allocated at a later date. Page 46 Prevailing Wage Rates for 071012013-06/302014 Published by the New Yak State Department of Laba Last Published on Jun 012014 PRC Number 2014004824 Dutelvess,County Above rates applicable on all Lighting and Traffic Signal Systems and the installation,testing,operation,maintenance and repair of all traffic control and illumination projects,traffic monitoring systems,mad weather Iniomuflon systems and the installation of Fiber Optic Cable. "IMPORTANT NOTICE Four(4),ten(10)hour days may be worked at straight time during a week,Monday thru Thursday.Friday may be used as a make-up day. 'Effective 05/0512013,Tuesday thru Friday may be worked with no make-up day. NOTE-In order to use the'4 Dayf10 Hour Work Sehedule;you must submit an'Employer Registration for Use of 4 Day/iD Hour Work Schedule;form PW30R:additionally,there must be a dispensation of hours in place on the project- SUPPLEMENTAL rojectSUPPLEMENTAL BENEFITS Parhourworked including holidays listed below: All classifications $19.00 $19.75 $20.50 'plus 7.5%of 'plus 7.5%of 'plus 7,5%of hourywage hourly wage hourly wage The 7.5%is based on the houdy wage paid,straight time rate or premium rate. Supplements paid at STRAIGHT TIME rate for holidays. OVERTIME PAY See(B,E,O)on OVERTIME PAGE. 'Note'Double time for all emergency work designated by the Dept of Jurisdiction.- - NOTE:THE FOLLOWING RATES WILL APPLY ON ALL CONTRACTING AGENCY MANDATED MULTIPLE SHIFTS OF AT LEAST FIVE (5)DAYS DURATION WORKED BETWEEN THE HOURS LISTED BELOW: IST SHIFT 8:00 AM TO 4:30 PM REGULAR RATE 2ND SHIFT 4:30 PM TO 1:00 AM REGULAR RATE PLUS 17.3% 3RD SHIFT 12:30 AM TO 9:00 AM REGULAR RATE PLUS 314% HOLIDAY Paid See(5,6,8, 13,25)on HOLIDAY PAGE and Governor of NYS Election Day. Overtime See(50 6,B, 13,25)on HOLIDAY PAGE and Governor of NYS Election Day. REGISTERED APPRENTICES WAGES:1000 mfarms at the following pereartage of Journeyman's wage. 1st 2nd 3rd 4th 5th 6th 7th 60% 65% 70% 75% 80% 85% 90% SUPPLEMENTAL BENEFITS:Same as Journeyman 6-1249aReg8LT Lineman Electrician-Tree Tririimer 06N)V2014 JOB DESCRIPTION Lineman Electrician-Tree Trimmer DISTRICT 6 ENTIRE COUNTIES Albany,Allegany, Broome,Cadaraugus,Cayuga,Chautauqua,Chemung,Chenango,Clinton,Columbia,Cortland, Delaware,Dutchess, Erie, Essex,Franklin, Potton,Genesee,Greene,Hamilton,Herkimer,Jefferson,Lewis,Livingston,Madison,Monme,Montgomery,Niagara, Oneida.Onondaga,Ontario,Orange,Orleans,Oswego,Otsego,Putnam,Rensselaer,Rockland,Saratoga,Schenectady,Schotlarie, Schuyler,Serape,St Lawrence,Steuben,Sullivan,Tioga,Tompkins,Ulstar,Waren,Washington,Wayne,Wyoming,Yates WAGES Per hour. Applies to line dearanoe,tree work and right-of-way preparation on all new or existing energized overhead or underground electrical, telephone and CAN lines. This also would include stamp removal near underground energized electrical lines,including telephone and CAN lines. 07/01/2013 Tree Trimmer $22.08 Equipment Operator 19.48 Mechanic 19.48 Truck Driver 16.46 Gmundman 13.51 Flag parson 9.62 SUPPLEMENTAL BENEFITS Page 47 Prevailing Wage Rates for 07/0112013-06/3012014 Published by the New York State Department cf Labor Last Published on Jun 012014 PRC Number 2014004824 Dutrhecs County Par hour worked including holidays listed below: $8.30 plus 3%of hourly wage The 3%is based on the hi wage paid, straight fime rale or premium rate. OVERTIME PAY See(B,E,Q)on OVERTIME PAGE HOLIDAY Paid: See(5,6,8, 15, 16,25)on HOLIDAY PAGE Overtime: See 5,6,8, 15, 16,25)on HOLIDAY PAGE 6-1249TT Mason-Building 0610112014 JOB DESCRIPTION Mason-Building DISTRICT 9 ENTIRE COUNTIES Dulchess,Sullivan,Ulster WAGES Per hour.. 07/012013 Building Tile.Marble,8 Terraso Finisher $39.56 MAY BE ALLOCATED BETWEEN WAGES AND BENEFITS SUPPLEMENTAL BENEFITS . Journeyman: 07/012013 Per Hour. S 16.33'plus$6.17 'This portion of benefit subject to same premium as wages OVERTIME PAY See(A'E,Q)on OVERTIME PAGE 'Double time rate applies after 10 hours HOLIDAY Paid: See(1)on HOLIDAY PAGE Overtime: See(5,6,8, 10, 11,15,16)on HOLIDAY PAGE 9-7/88B-H Mason Building 0610112014' JOB DESCRIPTION Mason-Builtling DISTRICT 9 ENTIRE COUNTIES Dutchess,Sullivan,Ulster WAGES Per hour 07/012013 Building: Tile,MerbleA Tenaso Mechanic/Setter $45.01 SUPPLEMENTAL BENEFITS Per Hour Journeyman: $20.88'plus$627 This portion of the benefits subject to same premium as wages. OVERTIME PAY See(B.'E,Q)on OVERTIME PAGE Double time rate applies after 10 hours HOLIDAY Paid See(1)on HOLIDAY PAGE Overtime: See(5,6,11, 15, 16,25)on HOLIDAY PAGE Page 48 Prevailing Wage Rales for 07/01/2013-0613=014 Published by Me New York State Department of Labor Last Published on Jun 012014 PRC Number 2014004824 Dutchess County REGISTERED APPRENTICES Wages per hour: (750 hour)terms at the following wages: let 2nd 3rd 4th 5th 6th 7th 6th $23.19 $25.39 $27.71 $30.02 $32.33 $34.63 $39.24 $43.86 Supplemental Benefits(per Hour): 1st 2nd 3rd 4th 5th 8th 7th Bth $15.85 $17.44 $19.02 $20.62 $22.19 $23.78 $26.94 $30.11 9-7152B Mason-Building '.' 0610112014' JOB DESCRIPTION Mason-Building DISTRICT 11 ENTIRE COUNTIES Dutchess,Sullivan,Ulster PARTIAL COUNTIES Orange. Entire county except the Township of Tuxedo." - - - WAGES Per hour. 07/012013 Bricklayer $37.57 Cement Mason Bldg 37.57 Plasterer/Stone Mason 37.57 PointedCaulker 37.57 Additional$1.00 per hour for power saw work Additional$0.50 per hour for swing scaffold or staging work SHIFT DIFFERENTIAL When shit work is mandated or required by state,federal,county,local or other governmental agency contact a,the following rates apply. Second shift an additional 15%of wage plus benefits to be paid Third shift an additional 25%of wage plus benefits to be paid SUPPLEMENTAL BENEFITS Per hour paid: Journeyman $28.13 OVERTIME PAY Cement Mason See(D,E2,O)on OVERTIME PAGE. All Others See IS,E,E2,Q)on OVERTIME PAGE. HOLIDAY Paid: See(1)on HOLIDAY PAGE Overtime: See(5,6)on HOLIDAY PAGE REGISTERED APPRENTICES Wages per hour. 750 hour terms at the following Percentage of Journeyman's wage let 2nd 3rd 4th 5th 6th 7th Bill 50% 55% 60% 65% 70% 75% 80% 85% Supplemental Benefits per hour paid 750 hour terms at the following Percentage ofjourneymsn supplements let 2nd 3rd 4th 5th 6th 7th 8th 50% 55% 60% 65% 70% 75% 80% 85% Apprentices indentured before September 1.2009 receive full journeyman benefits 11-Sdu-b Page 49 Prevailing Wage Rates for 07/01/2013-M302014 Published by Ne Now,York 51a1e Department of Labor Last Published on Jun 01 2014 PRC Number York State D artdress County Mason-HeaW$fthway 06701/2014 JOB DESCRIPTION Mason-HeavyBHighway DISTRICT 11 ENTIRE COUNTIES Dutchess,Sullivan, Ulster I. PARTIAL COUNTIES Orange: Entre county except the Township of Tuxedo. WAGES Per hour. 07/01/2013 Bricklayer $38.07 Cement Mason 38.07 Marble/Stone Mason 38.07 Plasterer 38.07 Pointer/Caulker X07 Additional$1.00 per hour for power saw work Additional$0.50 par hour for swing sel ltl or staging work SHIFT DIFFERENTIAL:When end work is mandated or required by state,federal,county,local or other governmental centrads,the following rates apply. Second shift an additional 15%of wage plus benefits to be paid Third shift an additional 25%of wage plus benefits to be paid SUPPLEMENTAL BENEFITS - Per hour paid: Journeyman $28.13 OVERTIME PAY See IS,O)on OVERTIME PAGE HOLIDAY Paid: See(5,6. 15,25)on HOLIDAY PAGE Overtime: Sae(5,6, 15,25)on HOLIDAY PAGE REGISTERED APPRENTICES Wages per hour. 750 hour terms at the following percentage of Journeyman's wage 1st 2nd 3rd 4th 5th 6th 7th 8th 50% 55% 60% 65% 70% 75% 80% 85% Supplemental Benefits per hour paid 750 hour terms at the following percentage of journeyman supplements tat 2nd 31d 4th 511, stn 7th 8th 50% 55% 60% 65% 70% 75% Bi 85% Apprentices indentured before September 1,2009 receive full journeyman benefits 11-5du-HIH Operabnif Enclineei Building 96)(1/2016 JOBDESCRIPTION Operating Engineer-Building DISTRICT e ENTIRE COUNTIES Putnam,Westchester PARTIAL COUNTIES Dutchess: All the oounBes of Westchester and Putnam and the southern part of Dutchess County defined by the northern boundary line of the City of Poughkeepsie,then due east to Route 115,then north along Rohe 115 to Bedell Road,then east along Bedell Road to Van Wagner Road,then north along Van Wagner Road to Bower Road,then east along Bower Road to Route 44 and along Roule of east to Route 343,then along Route 343 east to the nortbem boundary of Town of Dover Plains and east along the northern boundary of Town of Dover Plains to the border line of the State of Connecticut and pandered on the west by the middle of the Hudson River. WAGES GROUP I: Cranea(AIi Types up to 49 tons),Boom Trucks,Cherry Pickens, Clamshell Crane, Derrick,Dragline,Frank!Pde Rig or Page 50 Prevailing Wage Rates far 0]/012013-06t3 14 Published by the New York State Depar ma l of Labor Last Published oa Jun 012014 PRC Number 20140D4624 Dutchess County similar, High Lift(Lull or similar)with crane attachment and winch used for hoisting or lifting,Pile Drivers, Potain and similar. - Crepes(All types 50-99 tons),Conventional and Hydraulic. Cranes(AII types 100 tons and over),Tower,Climbing,Conventional,Hydraulic, GROUP HA_Barber Green Loader-Euclid Loader,Bulldozer,Carrier-Trailer Horse,Concrete Cleaning Decontamination Machine Opendor,Concrete-Portable Hoist,Conway or Similar Mucking Machines, Elevator&Cage, Excavators all types,Front End Loaders, Gradall, Shovel,Backhoe,etc.(CraWer or Truck), Heavy Equipment Robotics Operator/Mechanic,Hoist Engineer-Material,Hoist Portable Mobile Unit, Hoist-Single,Double or Triple Drum,Horizontal Directional Drill Locator,Horizontal Directional Drill Operator,and Jersey Spreader,Letoumeau or Toumapull(Scrapers over 20 yards Struck),Lift Stab Console,etc.,Lull HILift or Similar,Maintenance Engineer,Master Environmental Maintenance Mechanics,Mucking Machines Operator/Mechank or '.. Similar Type,Overhead Crane,Pavement ereaker(Alr Ram),Paver(Concrete), Post Hole Digger,Power House Plant,Road Boring Machine,Read Mbc Machine, Ross Carrier and Similar Machines,Rubber fire double and backhoes and similar machines,Scoopmrohn-Tractor-Shovel Over 1.5 yards, Shovel(Tunnels Side Boom,Spreader(Asphalt Telephies(Cableway),Tractor Type Demolition Equipment,Trenching Machines-Vermeer Compete Saw Trencher and Similar,Ultra High Pressure Wall Cutting Tool System.Vacuum Blasting Machine operatchnnechanic,Winch Truck A Frame). GROUP 1-B: Compressor(Steel Erection),Mechanic(Outside AII Types, Negative Air Machine(Asbestos Removal),Pulse Meter,Push Button(Buzz Box), Elevator,Welder. GROUP II:Bulldozer D6 and Under,Compactor Self-Propelled,Grader, Machines Pulling Sheep's Foot Roller,Roller ton and over,Scrapers-20 yards Struck and Under,Vibratory Rollers,at. GROUP III-A:Asphalt Plant. Boiler(High Pressure),Concrete Mixing Plants, Concrete Pump,Fireman, FoddiB,Forklift(Electric)Joy Drill or similar Tractor Drilling Machine,Loader-1 12 yards and under,Locomotive (AII Sizes),MixerConcrete-21 E and over,Portable Asphalt Plant Portable Batch Plant.Portable Crusher,Quarry Master,StoneCrusher,Well Drilling Machine,Well Point System,Concrete Buggy,One Yard and Up Ririe on Dumper, Sanford or Similar,Bobcat. GROUP III-B: Compressor Over 125 cv.Faet,Comeyor Belt Machine Regardless of Size,Compressor Plant,Ladder Hoist,Lighting Unit(Portable& Generator),Stud Machine,Welding Machine (Steel Erection&Excavation). GROUP IV-A:Air Tractor Drill,Batch Plant.Bending Machine,Concrete Breaker,Concrete Spreader,Curb Cutter Machine,Farm Tractor(all types), Finishing Machine-Concrete, Material Hopper-sand stone-cament. Mbcer�Concrete-Under 21 E,Mulching Grass Spreader, Pump-Gypsum etc, Fine Grading Machine,Roller under Ton Heps Vac Clean Air Machine,Spreading and Fine Grading Machine,Steel Cutting Machine,Siphon Pump-air-steam, Tar Joint Machine,Turbo Jet Burner or Similar Equipment,Vibrator(1 to 5), Fine Grading Machine,Roof Hoist(Tugger Hoist),Television Cameras for Water,Sewer, Gas etc.Pump-Plaster-Grout-Fireproofing. GROUP W-B_Compressor to 125 feet, Dust Collector,Heater all types, Pump, Pump Station(Water and Sewer),Steam Jenny,Sweeper,Chipper,Mulcher. GROUP V-A: Concrete Saw,Oiler Fuel Truck,Oiler Grease Track. GROUP V-B: Mechanics Helper,Oiler,Stock Attendant,Paint Compressor, Welder's Helper,Motorized Roller(walk behind). GROUP Vl Master Mechanic,Assistant Master Mechanic, Helicoper Hoist Operator,Helicopter Pilot,Helicopter Signal Man,Welder Certified. GROUP VI-B: Utility Man,Warehouse Man,Second Engineer,Cable Splicer. Page 51 Prevailing Wage Rales for 071012013-06130/2014 Published by the New York State Deparonent of Labor Last Published on Jun 012014 PRC Number 2014004824 Dutchess County WAGES:(per hour) 07/01/2013 GROUP I Cranes up to 100 tons $56.33 Cranes 100 tons and over 6376 GROUP I-A 49.17 GROUP I-B 45.22 GROUP 11 47.40 GROUP III-A 45.62 GROUP III-B 43.37 GROUP W-A 45.15 GROUP IV-B 37.99 GROUP V-A 43.37 GROUP V-B 41.05 GROUP VI-A Helicopter Hoist Oper 50.03 Helicopter Pilot 57.14 Helicopter Signal Man 44.69 Weider Certified 48.25 GROUP VI-B _. _.. . . Utility Man 38.89 Warehouse Man 40.82 Second Engineer 40.90 Cable Spicer 44.84 An additional 20%to wage when required to wear protective equipment on hazarrlous/loxic waste projects. Engineers operating cranes with booms 100 feet but less than 149 feet in length will be paid an additional$2.00 per hour.Engineers operating cranes with booms 149 feat or over in length will be paid an additional '.. $3.00 per hour. Loader operators over 5 cubic yard capacity additignal.50 per hour. Shovel operators over 4 cubic yard capacity additional$1.00 per hour. SUPPLEMENTAL BENEFITS Perhour. 07101=3 Joumeywbrker $18.93 Per hour paid +$8.02 Perhour worked OVERTIME PAY OVERTIME:..._See(B,E,U',V)on OVERTIME PAGE. HOLIDAY HOLIDAY: Paid:.........See(5,6, 10,11, 12, 15)on HOLIDAY PAGE. Overtime:....See(5,6,1D,11, 12,15)on HOLIDAY PAGE. Note:For Holiday codes 5 8 6,code T applies. Note:If employees are required to work,on Easter Sunday they shall be paid at the ate of thpke time. 8-137B ]Operating Engineer-Building 06/0112014 JOB DESCRIPTION Operating Engineer-Building DISTRICT 9 ENTIRE COUNTIES Bronx, Kings,New York,Putnam,Queens,Richmond,Westdrester PARTIAL COUNTIES Dutchess: that part of Dutchess County lying south of the North City Line of the City of Poughkeepsie. WAGES NOTE: Construction surveying Party chie/ One who directs a survey party Instrument Man—One who runs Me instrument and assists Party Chief. Rodman—One who holds Me rod and assists the Survey Crew Page 52 Prevailing Wage Rates for OVDIM13-Ofir3012014 Published by the New York State Department of Labor Last Published on Jun 01 2014 PRC Number 2014004824 DutchassCourty, Wages:(Per Hour) 07/01/2013 07/01/2014 Additional Building Consir. Party Chief $57.27 Instrument Man $4488 Rodman $28,71 Steel Erection: Party Chief $58.50 $2.52 Instrument Man $45.53 2.16 Rodman $30.43 1.73 Heavy Construction-NYC counties only, Foundation, Excavation. Party Chief $62.61 Instlmemt man $46.00 Rodman $38.61 SUPPLEMENTAL BENEFITS Per Hour: 07/01/2013 All Classifications $30.62 Premium' All Catergories $42.74 Premium— Ali Classes $54.84 'Apply to instances where 1-1/2 regular rate are paid "Applies to instances where 2 times the regular rate are paid OVERTIME PAY See(A,S.E,O)m OVERTIME PAGE Notes: Code"A"applies to Building Construction and has double the rate after 7 hours on Saturdays. Code"B"applies to Heavy Construction and Steel Erection and had double the rate after 8 hours on Saturdays. HOLIDAY Paid See(5,6,8,11, 12,15,25)on HOLIDAY PAGE Overtime: Sea(5,6,8,11, 12,25)on HOLIDAY PAGE 9-15Db Operating Engineer-Scalding - 06101i2014 JOB DESCRIPTION Operating Engineer-Builtling DISTRICT 1 ENTIRE COUNTIES Albany,Clinton,Columbia,Essex,Franklin,Fulton,Greene,Hamilton,Herkimer,Montgomery,Otsego, Rensselaer,Saratoga, Schenectady, Schumann,Warren,Washington PARTIAL COUNTIES Dutchess: Defined as north of the northem boundaryry line of City of Poughkeepsie then due east to Route 115 to Bedell Road then east along Bedell Road to Van Wagner Road then north along VanW agner Read to Bower Road then east along Bower Road to Rte.44 east to Route 343 then along Route 343 east to the northern boundary of Town of Dover Plains and east along the northern boundary of Town of Dover Plains to Connecticut. WAGES CLASS Al: Crone,hydraulic cranes,tower crane,locomotive crane,piledriver.cableway,demcks,whinies,dragline,boom trucks over 5 tons. CLASS A Shovel,all Excavators (including rubber fire full swing), Gredalls,Power road grader,all CMI equipment,front-end rubber fire loader,tractor- mounted drill(quarry master), mucking machine,concrete central mix plain concrete pump,belcrete system,automated asphalt concrete plant,and tractor mad paver,boom trucks 5 tons and under,maintenance engineer,selfconpurred crawler drill-hydraulic rock drill. CLASS B: Page 53 Prevailing Wage Rales for 07/012013-06/302014 Published by fine New Yoh State Deparbnent of Labor last Published on Jun 012014 PRC Number 2014004624 Dutoll County Backhoes(rubber tined backhoe/loader combination),bulldozer, pushcat,tractor,mecavator,somber,LeToumeau grader,form fine grader, sell-propelled soil compactor(fill roller),asphalt holler,blacktop spreader,poser brooms,sweepers,trenching machine,Sarber Green loader, side booms,hydro hammer,concrete spreader,concrete finishing machine,one drum hoist,power hoisting(single drum), hoist two drum or more,three drum engine,power hoisting(two drum and over),two drum and swinging engine,three drum swinging engine,hod hoist.A-L frame winches,core and well drillers(one drum),post hole digger,model CHB Vibro-Tamp or similar machine,batch bin and plant operator, dinky locomotive,skid steer loader,track excavator 5/8 cubic yard or smaller,front end rubber bred loader under four cubic yards, vac truck. CLASS C Fork lift, high lift,all terrain fork lift or similar,oiler,fireman and heavy-duty greaser,boilers and steam generators,pump,vibrator, motor mixer, air compressor,dust collector,welding machine,well point,mechanical heater,generators,temporary light plants,electric submersible pumps 4'and over,murphy type diesel generator,conveyor,elevators,concrete mixer,beftcrete power pack(poll system), seeding, and mulching machines,pumps. 'In the event that equipment listed above is operated by robotic control,the classification covering the opembon will be the same as if manually operated. WAGES per hour 07/01/2013 07/01/2014 Class#A1 $36.55 $37.90 Class#A 36.11 37,46 Class#B 35.20 36.55 Class#G .32.63 . . 33.98. Additional$0.50 per hr for Tower Cranes. Additional$1.00 par hr for Cranes with Boom length&jib 1501."over. Adr ional 52.00 per hr for Cranes with Boom length&jib 2008.and over. Additional$2.00 per hr over B rate for Nuclear Leader work Additional$0.40 per hr for tunnel or excavation of shaft 40'or more deep. Additional$2.50 per hour ff work requires Personal Protective Equipment for hazemous waste site activities with a level C or over rating. SUPPLEMENTAL BENEFITS Per hour worked Journeyman $23.12 $23.87 OVERTIME PAY See(B,E,O)on OVERTIME PAGE HOLIDAY Paid: See((1)on HOLIDAY PAGE tim Overe: See(5,6)on HOLIDAY PAGE Note: If a holiday falls on Sunday,it will be celebrated on Monday.If the holiday falls on Saturday,h will be celebrated an Friday. Employees who work a Saturday holiday shall be paid double time plus the holiday pay. REGISTERED APPRENTICES Wages per hour 1000 hours terms at the following percentage of Journeyman's wage Class B 1st 2nd 3rd 4th 60% 70% 80% 90% Supplemental Benefits per hour worked 07/0112013 07/01/2014 All terms $18.55 $19.30 1-158 All, Operating Engineer-Heavy&Highway 06/01/2014 JOB DESCRIPTION Operating Engineer-Heavy&Highway DISTRICT 9 ENTIRE COUNTIES Putnam,Westchester PAR71AL COUNTIES Dutchess: South of the North city line of Poughkeepsie WAGES Party Chief-One who directs a survey party Instrument Man-One who runs the instrument and assists Party Chief Rodman-One who holds the rod and In general,assists the Survey Crew Page 54 Prevailing Wage Rates for 0710112013-06/302014 Published by the Nev,York Stale Department of Labor Last Published an Jun 01 2014 PRC Numeer 2014004824 Duto ses County Catorgories cover GPS&Underground Suveying Per Hour. 0 710 112 01 3 Party Chief $6029 Instrument Man 44.16 Rodman 36.93 SUPPLEMENTAL BENEFITS Per Hour. 07/012013 All Catorgones Straight Time: $30.62 Premium: Time&112 $42.74 Double Time $5 .94 OVERTIME PAY . . . . .. See(S.'E,Q)on OVERTIME PAGE Doubletime paid on all hours in excess of 8 hours on Saturday HOLIDAY Paid: See(5,6,7, 11, 12)on HOLIDAY PAGE Overtime: See(5,6,7,11, 12 on HOLIDAY PAGE 9-15Dh Opertifing Engineer-Heavy&Hiahwav 0610112014: JOB DESCRIPTION Operating Engineer-Heavy&Highway DISTRICT 8 ENTIRE COUNTIES Putnam,Westchester PARTIAL COUNTIES Dutchess: All the counties of Westchester and Putnam and the southern part of Dutchi ss County defined by the northern boundary line of Me City of Poughkeepsie,then due east to Route 115,then north along Route 115 to Bedell Road,then east along Bedell Road to Van Wagner Road,then north along Van Wagner Read to Bower Road,then east along Bower Road to Route 44 and along Route 44 east to Route 343,then along Route 343 east to the northern boundary of Town of Dover Plains and east along Me northern boundary of Town of Doi DoPlains to the border line of the State of Connecticut and bordered on the west by the middle of the Hudson River. WAGES GROUP I:Boom Truck,Cherry Picker,Clamshell,Crane,(Crawler,Truck), Dagline,Rough Terrain Crane. GROUP I-A Auger,Auto Grader,Dynahoa and Dual purpose and similar machines,Barber Green Loader-Euclid Loader or similar type machine,boat captain,boring machine(all types),Bulldozer-Ail Sizes,Cental M&Ptah Operator,Cherry Picker(Cableway)-Hydraulic, chipper(all types),close amult L,Compactor with Blade,Concrate Portable Hoist,C.M.I.or Similar,Conway or Similar Mucking Machines, Grddall,Shovel Backhoe,etc.Grader, Derrick(Stone-Steel)Elevator&Cage,Front End Leaders over 1 12yds Hoist Single,Double,Triple Drum,Hoist Portable Mobile UmL Hoist Engineer Concrete(Crane-Derrick-Mina Hoist),Hoist Engineer-Material, Hydraulic Boom,Letoumeau or Toumapull(Scrapers over 20 yds struck),Mucking Machines,Overhead Crane,Paver(concrete)Pulsemater,Push Sullen(Buss Box) Elevator,Road Mu Machines, Ross Carrier and similar,Shovels(funnels),SideBoao,Spreader(asphalt),Scoopmobile-Tractor-Shovel over 1 112 yards,Trenching Machines,Telephies-Vermeer Concrete Saw Trencher and/or Similar,Tractor type Demolition Equipment, Wrrly,P-811 Track Renewal Machine-Similiar,certified Welder,Excavator(and all attachments). GROUP 1-0:Road Paver-Asphait. GROUP II-A:Balaet regulators,Compactor Self Propelled,Cow Tracks,Fusion Machine,Rail Anchor Machines, Scrape s,20 yds truck and under,Switchoampets,Vibrator Roller,etc.,Roller 4 ton and over,Welder. GROUP II-B:Mechanic-AE Types. GROUP III:Air Tractor Dnll,Asphalt Plant.Batch Plant,Bailer(High Pressure),Concrete Breaker,Concrete Pump,Concrete Spreader,Curb Cutter Machine,Farm Tractor(All Types),Finishing Machine(Concrete)Fine Grading Machine,Fireman, Forklift,Forklift(Electric)John Henry dill or similar,Joy Drill or similarTracor Drilling Machine,Loader 1 12 yams and under,Lommotiva(AII Sizes),Maintenance Engineer,Machine Pulling Sheep's Foot Railer,Material Happen,Mixer Comets-21 E and over,Mulching Gress Spreader,Portable Plant, Portable Batch Plant, Portable Crusher,Powerhouse Plant,Quarry Master,Rolar under 4 ton,Spreading and Fine Grading Machine,Steel Cutting Machine,Stone Crusher,Sweeper,Turbo JetSumer or Similar,Well Drilling Machine,Winch Truck,W Frame Truck,Skid SteerlBoboat. Page 55 I Prevailing Wage Rates for 07/01/2013-06902014 Last Published an Jun 01 2014 Published by the New York Slate Depanmcnt of Labor PRC Number 2014004824 Durchess County GROUP IV-A:Service Man(Fuel Tmck),Service Man(Grease Truck). GROUP W-B:Compressor-Compressor Plamt-Paint Compressor-Steel Erection,ConveyorBelt Machine,Lighting Unit(Portable 8 Generator),PiIWAssistant Engineed2 seated,Pumps-Pump Station-WaterSewer-Gypsum-Plaster, etc.,Pump Tmck(Sewer Jet or Similar), Roller-Motorized(Walk Behind),Welding Machine Steel Erection Excavation),Well Point System,Welders Helper,Mechanic's Helper, Bening Machine,Dust Collector,Mixer Concrete under 21-E,Heater all types,Steam Jenny,Stock Room Attendant, Siphon Pump-Aw- Steam,Tar Joint Machine,Vibrator(1 to 5),Compressor Truck mounted(2-6). GROUP V-A Enginee,All Tower Cremes-Ail Climbing Cranes and all cranes of 10D ton cepacrty or greatar(3900 Manitowac or similar), Hoist Engineer(Steel),Engineer-Pile Driver,Welder-Cerdfied,Jersey Spreader,Pavement B2aker(Air Ram), Post Hole Digger. WAGES:(per hour) 07/01/2013 Group 1 $53.38 Group 1-A 47.17 Group 1-13 49.65 Group II-A 4521 Group 4-B 46.60 Group If 4144 Group N-A _. 40.48... _ . ... . Group N-B 34.89 Group V-A Engineer All Tower,Climbing and Comes of 100 Tons 6034 Hoist Engineer(Steal) 5473 Engineer(Pile Driver) 58.30 Jersey Spoader,Pavement Breaker. (Air Ram)Post Hole Digger 46.24 SHIFT DIFFERENTIAL: A 15%premium W all hours paid,including overtime hours for 2nd,3rd shifts on all govemmerrt mandated off-shift work Engineers operating cons with booms 100 feet but less than 149 feet in length will be paid an sectional$2.00 par hour over the is III in the Wage Schedule.Engineers operating cones with booms 149 feet or over in length will be paid an additmal$3.00 per hour over the rate listed in the Wage Schedule.Loader and Excavator Operators:over 5 cubic yards capacity$0 50 per hour over the rete listed in the Wage Schedule.Shovel Operators:over 4 cubic yards capacity$1.00 per hour over the rate listed in the Wage Schedule. Four(4),ten(10)hour days may be worked at straight time during a week,Monday III Thursday;Friday may be used as a make-up day. NOTE-In order to use the'4 Day/10 Hour Work Schedule,'you must submit an'Employer Registration for Use of 4 Day/10 Hour Work Schedule,'form PW30R;additionally,there must be a dispensation of hours in place on the project SUPPLEMENTAL BENEFITS (per hour) Journeyman: 07/012013 $16,80 on all hours paid PLUS$8.00 limited to first 40 hours worked PLUS$1.00 per hour on all hours worked. OVERTIME PAY See(B, E,E2,Q,'U)on OVERTIME PAGE HOLIDAY HOLIDAY: Paid:........See(5, 6,9,12, 16,25)on HOLIDAY PAGE. Page 56 Prevailing Wage Rates for 07/0112013-W302014 Published by the New York State Depart mert of Labor Last Published on Jun 01 2014 PRC Number 2014004824 Dutcheas County Note:For Holiday codes 5&6,code U applies. Note: If employees are required to work on Easter Sunday they shall be paid at the rate of triple time. REGISTERED APPRENTICES (1)year terms at the following rate. 07/01/2013 1 at term $22.22 2nd term 26.66 3rd fens 31.11 41h tens 35.55 Supplemental Benefits per hour. Apprentices: 0710112013 $16.80 on all hours paid. PLUS$1.00 per hour on all hours worked.. . 6-137HH Operafing Engineer-Heavv8.Hisahwav -06/0112014 JOB DESCRIPTION operating Engineer-Heavy&Highway DISTRICT i ENTIRE COUNTIES Albany,Broome,Chenango,Clinton,Columbia,Eseex,Franklin,Fulton,Greene,Hamilton,Herkimer,Montgomery,Otsego,Rensselaer, Saratoga,Schenectady,Schoharie,Tioga,Warren,Washington PARTIAL COUNTIES Dutchess: Defined as north of the northern boundary line of CM of Poughkeepsie then due east to Route 115 to Bed ft Road then east along Bedelt Road to VanWagner Road them north along Van Wagner Road to Bower Road than east along Bower Road to Rte.44 east to Route 343 then along Route 343 battle the northern boundary of Town of Dover Plains and east along the northern boundary of Town of Dover Plains to Connecticut. WAGES CLASSIFICATION A Asphalt Curb Machine (Self Propelled,Slipform),Automated Concrete Spreader(CMI Type),Automatic Fine Grader,Backhoe(Except Traveler Mounted,Rubber Tired),Backhoe Excavator Full Swing(CAT 212 or similar type),Back Filling Machine, Bell Placer(CMI Type), Blacktop Plant(Automated),Boom truck.Cableway,Caisson Auger,Central Mix Concrete Plant(Automated),Concrete Curb Machine(Self Propelled,Slipfurm),Concrete Pump,Crane,Cherry Picker,Derricks(steel erection),Dragline,Overhead Crane(Gantry or Straddle type), Pile Driver,Truck Crane,Directional Drilling Machine,Dredge,Dual Drum Paver,Excavator(All PurposeHydraulically Operated)(Gradall or Similar),Front End Loader(4 cu.yd.and Over),Head Tower(Sauerman or Equal), Hoist(Two or Three Drum),Holland Loader, Maintenance Engineer,Mine Hoist,Mucking Machine or Mole,Pavement BmakehSP)Wertgen; PBA and similar type,Power Grader, Profiler(over 105 H.P.),Quad 9.Quarry Master(or equivalent), Scraper,Shovel,Side Boom,Slip Form Paver(If a second man is needed, he shall be an Oiler),Tractor Drawn BeltType Loader,Truck or Trailer Mounted Log Chipper(Self Feeder),Tug Operator(Manned Rented Equipment Excluded),Tunnel Shovel CLASSIFICATION B: Asphalt Paver,Buddies,(Tractor Mounted,Rubber Tired),Bituminous Recycler Machine,Bituminous Spreader and Mixer,Blacktop Plant (NonA itomated),Blest or Rotary Drill(Truck or Tractor Mounted),Boning Machine,Cage Hoist Central Mix Plant[(NorAutomated)and All Concrete Batching PlanisJ,Cherry Picker(5 toms capacity and under),Concrete Paver(Over 16S),Crawler Drill(Self-contained), Crusher, Diesel Power Unit, Drill Rigs,Trader Mounted,Front End Loader(Under 4 cu.yd.),Gmaseman/Lubrication Engineer,HiPressure Boiler(15 lbs.and over), Hoist(One Drum),Hydro-Axe,Kolman Plant Loader and Similar Type Leaders(it Employer requires another man to clean the screen or to maintain the equipment,he shall be an Oiler),L.C.M.Work Boat Operator,Locomotive,Mixer(for stabilized base selfpropelled), Monorail Machine, Plant Engineer, Profiler(105 H.P.and under),Pug Mill,Pump Crete,Ready Mix Concrete Plant,Refrigeration Equipment (for soil stabilization).Road Widener,Roller(all above subgade),Sea Mule,Self-contained Ride-on Rock Drill(Exduding Air-Track Type Drill),Skidder,Tractor with Dozer and/or Pusher,Trencher,Tugger Hoist,Vac Truck,Vermeer saw(ride on,any sae or type),Welder CLASSIFICATION C: Page 57 Prevailing Wage Rates for 07/01/2013-06130/2014 Ntchahe f by the New Yak State Department of Labor last Published on Jun 01 2014 PRC Number 2014004824 Dutch.County A Frame Winch Hoist on Truck Articulated Heavy Hauler,Aggregate Plant,Asphalt or Concrete Grooving Machine(ride on),Ballast Regulator(Rldean),oiler(used in conjunction with production),Bituminous Heater(self-propelled),oat(powered), Cement and Bin Operator, Concrete Pavement Spreader and Finisher Concrete Paver or Mixer(16S and under),Concrete Saw(self-propelled),Conveyor,Deck Hand, Directional Drill Machine Locator,Drill(Core and Well),Farm Tractor with accessories,Fine Grade Machine,Fireman,Fork Lift,Form Tamper,Grout Pump,Gunile Machine, Hammers(Hydraulic self-propelled),Hyde-Spiker(fide-on),Hydraulic Pump Lacking system),Hydra '.. -Blaster(Water),Mulching Machine,Oiler,Parapet Concrete or Pavement Grolier,Post Hole Digger and Post Drwee Power Broom(Loved), Power Heaterman,Power Sweeper, Revintus Widener, Roller(Grade and Fill),Scarifier(ride-on), Shell Winder,Skid steer loader(Bobcat or similar),Span-Saw(nde-0n),Steam Cleaner,Tamper(nde-on),Tie Extractor(rideon),Tie Handier(ride-on),Tie Inserter(ride-on),Tie Spacer(ridean),Tire Repair,Track Liner(nde-an),Tractor,Tractor(with towed accessories),Vibratory Compactor,Vibm Tamp,Well Point and the following hands-off equipment Compressors, Dust Collectors,Generators,Pumps,Welding Machines,Light Plants and Heaters -Note for all above classifications of Operating Engini-In the event that equipment listed above is operated by robotic control,the classification covering the operation will be the same as H manually operated. WAGES per hour 07/01/2013 07/01/2014 Master Mechanic $37.67 $39.02 Class A" 36,05 37.41 Class S 35.15 3650 Class C 32.58 33.93 Additional$200 per hour for All Employees who work a single inegular work shift starting from 5:00 PM to 1:00 AM that is mandated by the Contracting Agency. Additional$2.50 per hr.for hazardous weals removal work on State and/or Federally designated waste site which require employees to wear Level C or above forms of personal protection. (•)Premiums for CRANES is based upon Class A rates with the following premiums: '.. -Additional$4.00 per hr for Tower Crenae,including self erecting. -Additional$3.00 per hr for Lattice Boom Cranes and all other cranes with a manufacturers rating of fifty(50)torts and over. -Additional$2.00 Per hr for all Hydraulic Granas and Derricks with a manufacturers rating of 49 upon and below, including boom trucks, SUPPLEMENTAL BENEFITS Per hour worked Journeyman $23.35 $24.10 OVERTIME PAY See(B,E,Q)on OVERTIME PAGE HOLIDAY Paid: See(5,6)on HOLIDAY PAGE Overtime: See(5,6 on HOLIDAY PAGE Note: If the holiday falls on Sunday, I will be celebrated on Monday. If the holiday falls on a Saturday,it will be celebrated on Saturday. REGISTERED APPRENTICES Wages per hour 10DO hours terms at the following percentage of Journeyman's wage Class B 1st 2nd 3rd 4th 60% 70% 80% 90% Supplemental Benefits per hour worked 07/0112013 07/01/2014 All Terns $ 1875 $19.50 1-158H/H Alb Operating Engineer--Han w&Highway-Tunnel 0610112014 JOB DESCRIPTION Operating Engineer-Heavy&Highway-Tunnel DISTRICT 8 ENTIRE COUNTIES Putnam,Westchester PARTIAL COUNTIES Dutchess: All the counties of Westchester and Putnam and the southern part of Dutchess County defined bythe northern boundary line of the City of Poughkeepsie,then due east to Route 115,then north along Rome 115 to Bedell Road,then east along Bedell Road to Van Wagner Road,then north along Van Wagner Read to Bower Road,then east along Bower Road to Route 44 and along Route 4l east to Route 343, then along Route 343 east to the northern boundary of Town of Dover Plains and east along the northern boundary of Town of Dover Plains to the boder line of the State of Connecticut and bordered on the west by the middle of the Hudson River. WAGES Page 58 Prevailing Wage Rates IM 07/01/2013.0613=4 Published by the New York State Department of Labor Last Published on Jun 012014 PRC Number 201401 Dutchess County GROUP I: Boom Truck,Cherry Picker,Clamshell,Crene(Crawler,Truck),Dragline,Rough Terrain Crane. GROUP I-A: Auger,Auto Grader,Dynahoe&Dual purpose&similar machines,Barber Green Loader-Euclid Loader or similar type machine,Boat Captain,Boring Machine(all types),Bull Dozerali types,Central Mu Plant Operator,Cherry Picker(Cableway or hydraulic), Chipper-all types,Close Cirout T.V., Compactor with Blade,Concrete Portable Hoist C.M.I.or similar,Conway or similar Mucking Machine, Crane(CheAer or Truck)dragline,Gradall,Shovel Bacldlce,etc. Gradar,Denick(Stone-Steel),Elevator&Cage(matedals or passengers), Front End Loaders over 1 1/2 yards, Hoist Single,Double,Triple Drum,Hoist Portable Mobile Unit,Hoist Engineer-Concrete(Crane-Derrick- Mine Hoist), Hoist Engineer-Matenal,Hydraulic Boom, Letoumeau or Toumapull(Scrapers over 20 yards stack),Log Skidder,Moveable Concrete Banter Transfer&Transport Vehicle,Mucking Machines.Overhead Crane,Paver(ooncreta),Pulsometer,Push Button(Buzz Box)Elevator,Raise Boring Machine,Road Mu Machines.Robot Hammer(Brock or similar),Ross Calmer and similar machines, Shovels(Tun nals),Side Boom,Slip Form Machine,SpreadehAsphaft),S000pmobile-Tractor-Shovel over 1 1/2 yards,Trenching Machines, Telephies-Vermeer Concrete Saw Trencher andfor similar,Tractor type demolition equipment,Whirly. GROUP -B: Road PaverAisphalt). GROUP II-A: Balast Regulators,Compactor Self-propelled, Cow Tracks,Fusion Machine,Rail Anchor Machines,Roller 4 ton and over, Scrapers(20 yanl struck and under),Switch Tampers,Vitimlory Roller,etc.,Welder. GROUP II-B: Mecranuxcutace)all types,Shop Mechanic. GROUP.III: Air Tractor Drill,Asphalt Plant Batch Plant Boller(High Pressure) Concrete Breaker,Concrete Pump,Concrete Spreader, Curb Cuter Machine,Farm Tractor(all types), Finishing Machine(Concreie)Fine Greding Machine,Firemen,Forklift,Forkhft(Electdc),John Henry Drill or similar,Joy Drill or similar Tractor Drilling Machine,Loader 1 1/2 yards and under,Locomodve(all saes).Maintenance Engineer,Machine Pulling Sheeps Foot Roller,Material Hopper, Muer Concrete(21-E&over),Mulching Grass Spreader,Portable Asphalt Plant,Portable Batch Plant,Portable Crasher,Powerhouse Plant,Quarry Master,Roller under 4 ton,Spreading and Fine Grading Machine, Steel Cutting Machine,Stone Crusher,Sweeper,Turbo Jet Sumer or similar,Well Drilling Machine,Winch Truck'A'Frame. GROUP IV-A:Service Man(Fuel Truck),Service Mari Grease Truck). GROUP IV-B:Bending Machine,Compressor-Compressor Plant-Paint,Compressor-Steel Erection,Compressor Truck Mounted(2-6), Conveyor Beft Machine,Dust Collector,Heater(all types),Lighting Unt(portable&generator),Muer Concrete under 21-E,Pilo4'Assistant Engiri seated,Pumps-Pump Station-Water-SewerGypsum-Plaster,etc.,Pump Truck(Sewer Jet or similar),Roller Motorized(Walk behind),Steam Jenny,Stock Room Attendant,Syphon Pump-Airstream,Tar Joint Machine,Vibrator(1 to 5),Welding Machine,Welders Helper_ GROUP V-A: Engineer(Pile Driver),Engineerfa117ower Cranes,all Climbing Cranes&all cranes of 100 ton capacity orgrester),Helicopter Hoist Operator,Helicopter Pilot Helicopter Signalman, Hoist Engineer(Steel-Sub Structure),Engineer-Pile Driver,Jersey-Spreader, Pavement breaker(Air Ram), Master Mechanic,AssL Master Mechanic,Post Hole Digger,Welder-Certified. WAGES:(per hour) 07/01/2013 GROUP $53.38 GROUP I-A 47.17 GROUP I-B 49.65 GROUP II-A 45.21 GROUP II-B 46.60 GROUP III 44.44 GROUP IV-A 40.48 GROUP IV-B 34.89 GROUP V-A Engineer-Pile Driver 5630 EngineerGranes 60.34 Hoist Engineer 54.73 Jersey Spreader, Pavement Breaker (Air Ram), Post Hale Digger 46.24 SHIFT DIFFERENTIAL: A 1 S%premium on all hours paid,including overtime hours for 2nd,3rd shit¢ on all govemment mandated oft-shift work Page 59 Prevaling Wage Rates for 0710112013-06J 012014 Published by the New York State Department of Labor Last Published on Jun 01 2014 PRC Number 2014004824 Dutchem County An additional 20%to wage when required to wear protective equipment on hazardoushonic waste projects.Operators required to use two buckets pouring concrete on other than road pavement shall receive$0.50 per hour over scale.Engineers operating cranes with booms 10D feet but less than 149 feet in length will be paid an additional$2.00 per hour, Engineers operating cranes with booms 149 feet or over in length will be paid an additional$3.00 per hour.Operators of shovels with a capacity over(4)cubic yards shall be paid an additional$1 DO per hour.Operators of loaders with a capacity over(5)cubic yards shall be paid an additional$0.50 per hour. SUPPLEMENTAL BENEFITS Per hour. Joumeyworker. 07/07/2013 $16.80 all hours paid +$8.00 first 40 hours worked +$1.00 for all - hours worked OVERTIME PAY See(D,0,-U,V)on OVERTIME PAGE HOLIDAY Paid: See(5,6,7.8, 11, 12)on HOLIDAY PAGE Overtime: See(5,6,7,8, 11, 12)on HOLIDAY PAGE `Note.FcrHol day codes 5 8 6,code U applies. ' Note: If employees are required to work on Easter Sunday,they shall be paid at the rate of triple time. REGISTERED APPRENTICES (1)year terns at the following rates. 07/01(2013 1st year $2222 per hr. 2nd year $26.66 per hr. 3rd year $31.11 per hr. 4th year $35.55 per hr. Supplemental Benefits per hour Apprentices: 07/012013 $ 16.80 all hours paid +$1.00 for all hours wound 8-1377.n Openiting Engineer-Marine Construction 06/0112014 JOB DESCRIPTION Operating Engineer-Marine Construction DISTRICT ENTIRE COUNTIES Albany,Allegany,Bronx,Broome, Catteraugus,Cayuga,Chautauqua,Chemung,Chenango,Clinton,Columbia,Cortland, Delaware, Dutchess,Erie,Essex, Franklin,Fulton, Genesee,Grates,Hamilton,Herkimer,Jefferson,Kings,Lewis, Livingston,Madison,Monroe, Montgomery,Nassau,New York,Niagara,Oneida,Onondaga,Onfanc,Orange,Orleans, Oswego,Otsego, Putnam,Queens, Rensselaer, Richmond,Rockland,Saratoga,Schenectady,Schohane,Schuyler,Seneca,St Lawrence,Smuben,Suffolk Sullivan,Toga,Tompkins, Ulster,Waneo,Washington,Wayne,Westchester,Wyoming,Yates WAGES Per Hoon DREDGING OPERATIONS 07MI12013 CLASS A Operator,Leveanan, $32.89 Lead Dredgeman CUSS Al To conform to Operating Engineer Page 6D Prevailing Wage Rates for 07/01/2013-06/302014 Published by the New York State Departmeol of Labor Last Published on Jun 012014 PRC Number 2014004824 Dutchess County Dozer,Froot Loader Prevailing Wage in locality where work Operator is being parforrned including benefits. CLASS B Spider/Spill Barge Operator, $28.49 Tug Opamtor(over1000hp), Operatorll, Fill Placer, Demck Operator.Engineer, Chief Mate, Electrician, Chief Welder, Maintenance Engineer Certified Welder, $26.84 Boat Operstor(licecoed) CLASS C Drag Barge Operator, $26.14 Steward,Mate, Assistant Fill Placer, Welder(please addA 0.06 Boat Operator $2529 CLASS D Showman, Dockhand, $21.09 Rodman,Scowman,Cook, Messman,Porter/Janitor Oiler(please add}$0.09 SUPPLEMENTAL BENEFITS Per Hour. THE FOLLOWING SUPPLEMENTAL BENEFITS APPLYTO ALL CATEGORIES 07/01/2013 All Classes A 8 B $8.45 plus 7% of straight time wage overtime hours add$0.63 All Class C $8.10 plus 8% of straight time wage overtime hours add$0.48 All Class D $7.85 plus 8% of straght time wage overtime hours add$0.33 OVERTIME PAY See(B,F,R)on OVERTIME PAGE HOLIDAY Paid:See(1)on HOLIDAY PAGE Overtime:See(5,6,8, 15,26)on HOLIDAY PAGE 425a-MarConst Operating Enalnee,r-Survey Crew 06/01!2014 JOB DESCRIPTION Operating Engineer-Survey Crew DISTRICT 6 ENTIRE COUNTIES Albany,Allegany,Broome,Cayuga,Chemung,Chenango,Clinton,Columbia,Cortland,Essex, Franklin, Fulton, Greene,Hamilton, Herkimer,Jefferson,Lewis, Livingston, Madison,Monroe,Montgomery,Niagara,Oneida,Onondaga,Ontanc,Oswego,Otsego, Rensselaer, Saratoga,Schenectady,Schoharm,Schuyler,Seneca,St.Lawrence,Bobber,Tioga,Tompkins,Warren,Washington,Wayne,Yates PARTIAL COUNTIES Dutchess' :The Northern portion of the county from the Northern boundry line of the City of Poughkeepsie north. Genesee: Only that portion of the county Nat lies east of a line down the career of Route 98 to include all area that lies within the City of Batavia Page 61 Prevalling Wage Rates for 07/0112013-0(3/30/2014 Published by the New York State D smnent of Labor Last Published on Jun 012014 PRC Number 201 tDW 44 Dutchass County WAGES Per hour. SURVEY CLASSIFICATIONS: Party Chief-One who directs a survey parry. Instrument person.One who runs the instrument and assists the Party Chief. Rod person-One who holds the rods and,in general, assists the Survey Party. 07/012013 07/01/2014 07/01/2015 Party Chief $34.02 $35.49 $36.53 Instrument person 31.16 32.53 33.46 Rod person 22.75 23.83 24,45 Additional$3.00 per hr for work in a Tunnel. Additional$2.50 per or,for EPA an DEC certified toxic or hazardous waste work SUPPLEMENTAL BENEFITS Per Mur worked: Journeyman _ $2225. _ $22.75 $23.75 OVERTIME PAY See(B, E,O)on OVERTIME PAGE HOLIDAY Paid: See(5,6)on HOLIDAY PAGE Overtime: See(5.6)on HOLIDAY PAGE REGISTERED APPRENTICES WAGES:One year or 1000 hour terms at the following wage rates. 07/01/2013 07/01/2014 07/0112015 1st year $ 13.65 $14.30 $14.68 2nd year 15.93 16.68 17.12 3rd year 18.20 19.06 1957. SUPPLEMENTAL BENEFITS per hourwotked: $2225 $22.75 $23.75 6-545 D.H.H. OPerattlna Engineer-Survey Crew-Consulting Engineer0670112014 JOB DESCRIPTION Operating Engineer-Survey Crew-Consulting Engineer DISTRICT ENTIRE COUNTIES Albany,Allegany,Broome,Cayuga,Chemung, Chenango,Clinton,Columbia, Cortland,Essex,Franklin, Fulton,Greene,Hamilton, Herkimer,Jefferson Lewis,Livingston,Madison,Monroe,Montgomery,Niagara,Oneida,Onondaga,Ontario,Oswego,Otsego,Rensselaer, Saratoga,Schenectady ,Serenade,Schuyler,Seneca,St.Lawrence,Sleuben,Tioga,Tompkins,Warren,Washington,Wayne,Yates PARTIAL COUNTIES Dutchess: The northem portion of the county from the northern boundry line of the City of Poughkeepsie north. Genesee: Entire county except that porton of the county that lies west of a line down the center of Route 98 excluding that area chat lies within the City of Batavia. WAGES Perhour Feasib iffy and preliminary design surveying,line and grace surveying for inspection or supervision of construction when performed under a Consulting Engineer Agreement. SURVEY CLASSIFICATIONS: Party Chief-One who direct a survey party. Instrument.person,One who runs the instrument and assists the Party Chief. Rod person-One who holds Ne rods and in general,assists the Survey Party. Page 62 Prevailing Wage Rales for 07/012013.06/302014 Published by the New York Sam Department of Labor Last Published on Jun 01 2014 PRC Number 2014006624 Dutchess County 07/01/2013 07/01/2014 07/01/2015 Party Chief $34.02 $35.49 $36.53 Instrument person 31.16 32.53 33.46 Rod person 22.75 23.83 24.46 Additional$3.00 per hr-for work in a Tunnel. Additional$2.50 per hr.for EPA or DEC certified toxic or hazardous waste work SUPPLEMENTAL BENEFITS Per hour worked $2226 $22.75 $23.75 OVERTIME PAY Sea(B,E,Q)on OVERTIME PAGE HOLIDAY Paid: See(5,6)on HOLIDAY PAGE Overtime: See(5,6)on HOLIDAY PAGE 6-545 DOE '. Operatn'9Entineei-5 el-Cpnsult'na EnginBci -- O6/01/2014r JOBDESCRIPTION Opemtng Engineer-Survey Crew-Consulting Engineer DISTRICT 9 ENTIRE COUNTIES Bmn%,Kings,Nassau, New York,Putnam,Queens,Richmond Suffolk,Westchester PARTIAL COUNTIES Dutchess: That pan of Dutchess county lying SOUTH of the North City Line of Poughkeepsie. WAGES Feasibility and preliminary design surveying,any line and grade surveying for inspection or supervision of construction. WAGES:(per hour) 07/012013 07/01/2014 Survey Rates: An additional Party Chief..... $35.55 $1.06 Ins -mi Man_ $29.41 0.94 Rodman.......... $25.54 0.86 SUPPLEMENTAL BENEFITS Per Hour. All Crew Members: $1T90 OVERTIME PAY OVERTIME....See(B,E',Q,V)ON OVERTIME PAGE. 'Doubletime paid on the 9N hour on Saturday. HOLIDAY Paid: See(5,6,7, 11, 16)on HOLIDAY PAGE Overtime: See(5,6,7, 11, 16)on HOLIDAY PAGE &75tlwnsutt OPeraLrla Engineer-Tunnel 06/012014 JOB DESCRIPTION Operating Engineer-Tunnel DISTRICT 5 ENTIRE COUNTIES Albany,Allegany,Broome,Cayuga,Chemung, Chenango,Clinton,Columbia,Cortland,Esser Franklin,Fulton, Greene,Hamilton, Herkimer,Jefferson,Lewis,Livingston.Madison,Monroe,Montgomery,Oneida,Onondaga,Ontario,Oswego,Otsego, Rensselaer, Saratoga,Schenectady,Scrohane,Schuyler,Seneca,St.Lawrence,Steuben,Tioga,Tompkins,Waren,Washington,Wayne,Yates PARTIAL COUNTIES Dulchess: Northam pan of Duchess to the northern boundary line of the City of Poughkeepie then due east to Route 115 to eedeh Road then east along Bedell Road to VanWagner Road then north along VanWagner I to Bower Road then east along Bower Road to Rte.44 east to 1 343 then along Rte.343 east to the northern boundary of the Town of Dover Plains and east along Ne northern boundary of the Town of Dover Plains to ConnecficuL Genesee: Only that portion of the county that lies east of a Iinedrawn down the center of Route 98 and the entirety of the City of Batavia. WAGES Crane 1:All canes, including self shorting to be paid$4.00 per hour over the Class A rate. Page 63 Prevailing Wage Rates for 0710112013-0&3012014 Published by the New Yak State Depar nwot of Labor Last Published pn Jun 01 2014 PRC Number 2014004924 Dulrhess County Crepe 2:All Lattice Boom Cranes and all other cranes with a manufacturers rating of fi@y(50)ton and over N be paid$3.00 per hour over Class A rate. Crane 3:All hydraulic cones and derricks with a manufacturers rating of forty nine(49)On had below, including boom trucks,to be paid $2.00 per hour over Class A rete. MASTER MECHANIC/CHIEF TUNNEL ENG.: CLASS A:Automatic Concrete Spreader(CMI Type);Automatic Fine Grader,Backhoe(except tractor-mounted,rubber tired);Belt Placer (CMI Type);Blacktop Plant(Automated);Cableway,Caisson Auger,Cerdral Mb:Concrete Plant(Automated);Concrete Curb Machine(Sell- propelled slipform)Concrete Pump IT or over);Dredge;Dual Drum Paver,Any Mechanical Shaft Drill;Excavator(all purpose-hydr io- Goodall or Similar),Fork Lift(factory rated 15 ft and over);Front End Loader(4 ay &over);Goodall;Head Tower(Sauerman or Equal),Hoist Shaft Hoist(two or three Drum); Mine Hoist;Maintenance Engineer(Shaft and Tunnel); Mine Hoist;Mucking Machine or Mole,Overhead Crane(Gantry or Straddle Type);Pile Driver,Power Grader,Remote Controlled Mole or Tunnel Mach.;Scraper,Shovel;Side Boom;Slip Form Paver(If a second man is needed,he shall be an Oiler);Treater Drawn Belt Type Loader,Tripper/Maintenance Eng.(Shaft&Tunnel); Truck or Trailer Mounted Log Chipper(self-feeding);Tug Operator(Manned rented equip.excluded);Tunnel Shovel;Mining Machine(Mole and Similar Types). CLASS B:Automated Central Mix Concrete PIaM Backhoe Trac-Mtd,Rubber Tired);Backhos(topside);Bill Spred.&Mixer,Blacktop Plant non-automated); Blast or Rotary Drill(Truck or Trader Mounted);Spring Machine;Cage Hoist;Central Mix Plant(NonAutomated)and All Concrete Batching Plants;Compressors(4 an less exceeding 2,000 c.f.mcombined capacity);Concrete Pump;Crusher,Diesel Power Unit Drill Rigs(Tractor Mounted);Front End Loade[(under 4_c y.);Grayed Epoxy Machine;Hoist(One Drum) Hoist 2 or 3 Drum(Topside); Koffman Plant Loader&Similar Type Loaders(if Employer requires another person to Dean the screen or to maintain the equipment,he shall be an Oiler);LC.M.Work Boat Operator,Locomotive;Maint Eng.(Topside);Grease Man;Welder, Mixer(for stabilized baseself propelled); Monorail Machine;Plant Eng.; Personnel Hoist; Pump Crete; Ready Mix Concrete Plank Refrigeration Equipment(for soil stabilization); Road Widener,Roller(all above sub-grade);Sea Mule;Shotcrete Mach.;Shovel(topside);Tractor with Dozer and/or Pusher,Trencher, Tugger Hoist Tunnel Locomotive;Winch and Winch CaL CLASS C:A Frame Truck;Ballast Regulator(ride-or);Compressors(4 under 2,000 ctrn combined capacity;or 3 or less with mane Man 1200 dmr but not foo exceed 2,000 chn);Compressors(any size but subject to other previsions for compressors-Dust Collectors,Generators, Pumps,Welding Machines,Light Plarrta4 of any type or combination);Concrete Pavement Spreaders and Finishers;Conveyor,Drill(core); Drill well;Else Pump Used in Conjunction with Well Point System;Farm Tractor with Accessories;Fine Grade Machin;Forklift(under 15 ft);Grout Pump(over(5)cu.R;Gunite Machine; Hammers(hydraulic-sell propel.);Hydra-Spiker-Ride on;Hydra-Blaster,Hydra Blaster (water);Motorized Form Cartier,Post Hole Digger&Pod Driver, Power Sweep;Roller grade&fill);Scanfer(Ride on);Span-Saw(Ride-on); Submersible Electric Pump(when used in lieu of well point system);Tamper(Ritleon);Tie-Extractor,Tie Handler,To Inserter,Tie Spacer and Tock Liner(Ride-on);Tractor(with towed accessories);Vibratory Compactor,Vibro Tamp,Well Point CLASS D:Aggregate Plank Cement&Bin Operator,Compressors(3 or less not to exceed 1,200 c.f.m.combined ca Poetry);Compressors( any size,but subject to other provisions for compressors-Dust Collectors,Generators,Pumps,Welding Machines, Light Plani or lessany type or combination); Concrete Saw(sett propelled);Fireman;Form Tamper,Hydraulic Pump jacking system);Light Plants;Mulching Machine;Oiler,Parapet Concrete or Pavement Grinder, Power Broome towed;Power Heatennan;Revinius Widener,Shell Winder,Steam Cleaner and Trader,Greaseman;Junior Engineer. Per hour 07/012013 07/01/2014 Cone 1 $42.48 $43.68 Crane 41.48 42.68 Crane 3 40.48 41.68 Master Mechanic 40.61 41.81 CLASS 38.48 39.68 CLASS B 37.26 38.46 CLASS 3447 35.67 CLASS 31 AS 32.66 On hazardous waste work bid,on a state or federally designated hazardous waste site,where the Operating Engineer is in direct contact with hazardous material and when personal protective equipment is required for respiratory,skin and eye protection,the Operating Engineer shall receive the hourly wage plus S5 00 per hour.Fringe benefits will be paid acme contractual hourly wage. SUPPLEMENTAL BENEFITS Per hour paid Page 64 Pravp ling Wage Rates for 07/01/2013-06r30/2014 Published by the New York State De Last Published on Jun 01 2014 PRC Number 2014009829 Du[tlress County Journeyman $23.65 $24.55 OVERTIME PAY See(B,B2,E.Q)on OVERTIME PAGE HOLIDAY Paid- See(5,6 on HOLIDAY PAGE Overfime: See(5,6 on HOLIDAY PAGE REGISTERED APPRENTICES (1000)hours terms at the following percentages. lsrtern 60%a Class 2nd tens 65%of Class C 3rd term 70%of Class B 411h term 75%of Class A Supplemental Benefits per hour paid' $23.65 $24.55 5-832TL. Painter -'- "' 06/07/2014 JOB DESCRIPTION Painter _ DISTRICT 1 ENTIRE COUNTIES Columbia, Dutchess,Greene,Orange,Sullivan,Ulster WAGES Per hour 07/01/2013 BrusNPaper Hanger $2944 Dry Wall Finisher 29,44 Lead Abatement 29.44 Sandblaster-Pain er 29.4 Spray Rate 3044 See Bridge Paining rates for Ne following work: Struclural Steel(defined as any steel where a man works without the support of solid sdeffoldirg or mechanical lifts excluding bridges),all work performed an tanks(100,D00 gallons or war twenty feel high),ALL BRIDGES,towers,smoke shacks,flagpoles. Rate shall apply to all of said areas from the ground up. SUPPLEMENTAL BENEFITS Per hour worked Journeyman $18.79 OVERTIME PAY See S. E, E2,Q)on OVERTIME PAGE HOLIDAY Paid: See(1)on HOLIDAY PAGE Overtime: Sae(5,6)on HOLIDAY PAGE REGISTERED APPRENTICES Wages per hour Six(6)month terms at the following percentage of Journeyman's wage 1st 2nd 3rd 4th 5th Bth 40% 50% 50% 70% 80% 90% Supplemental Benefits per hour worked 1st term $8.89 All others 16.79 1-155 Painter-Bridge&Structural Si 06101/2014 JOB DESCRIPTION Painter-Bridge&Str al Steel DISTRICT B Page 65 Prem4hrg Wage Rates for 07/01/2013-061302014 Published by the New York State Department of Labor Last Published on Jun 01 2(314 PRC Number 2014004824 Dass County ENTIRE COUNTIES Albany,Bronx,Clinton,Columbia, Dutchess,Essex,Franklin,Fulton,Greene,Hamilton,Kings,Montgomery,Nassau,New York Orange, Putnam,Queens,Rensselaer, Richmond,Rockland,Saratoga,Schenectady,Schohane,Suffolk,Sullivan, Ulster,Warren,Washingten, Westchester WAGES Per Hour Worked- STEEL: Bridge Painting: 07/012013 10/01/2013 From May fetid Nov. 15th- HoWy Rate up to 40 hours $52.13' $52.38- Hourly 52.38'Hourly Rate after 40 hours $47.00 $4TD0 From Nov. 16th to April 30th- Houdy Rate up to 50 hours $52.13 $52.38 Hourly Rate after 50 hours $47.00 $47.00 'EXCEPTION:Dunng the period of May 19 to November 15th,for the first and last week of employment on Me project,and for the weeks of Memorial Day, Independence Day and Labor Day,this rate shall be paid for the actual number of hours worked. NOTE:All premium wages are lobe calculated on$47.00 par hour only. -- - - - - Power TooUSpray is an additional$6A0 per hour above hourly rate,whether straight time or overtime NOTE:Generally,for Bridge Painting Contracts,ALL WORKERS on and off the bridge Including Flagman)are to be paid PainteYs Rate;the contract must be ONLY for Bridge Painting. SUPPLEMENTAL BENEFITS Per Hour Worked- Joumeyworker 07/01/2013 10/01/2013 From May 1st to Nov. 15th- Hourly Rate up to 40 hours §27.05' $28.30' Hourly Rate after 40 hours $ 6.75 $ 7.50 From Nov. 16th to April 30th- Houdy Rate up to 50 hours $27.05 $28.30 Hourly Rate after 50 hours $ 6.75 $ 7.50 'EXCEPTION: During the pend of May 1stt0 November 15th,forme first and last week of employment on the pmjecp and forthe weeks of Memorial Day, Independence Day and Labor Day,this rate shall be paid for fine actual number of hours worked. OVERTIME PAY See(A, F,R)on OVERTIME PAGE HOLIDAY Paid: See(1)on HOLIDAY PAGE Overtime: See(4,6)on HOLIDAY PAGE REGISTERED APPRENTICES (Wage per hour Worked): Apprentices;(1)year terms 07/01/2013 10/01/2013 let 90 days $20.85 $21.25 let year after 90 days $2D.85 $2125 2nd year $31.28 $31.88 3rd year $41.70 $42.50 Supplemental Benefits per pour worketl: 07/01/2013 10/01/2013 1 st 90 days $ 6.45 $ 8.65 tat year after 90 days $ 8.70 $ 8.90 2nd year $19.15 $19.45 3rd year $23.10 $23.50 B-DC-9/806.1155-BrSS Painter=Line Striping 06/012014 JOB DESCRIPTION Painter-Line Striping DISTRICT 8 ENTIRE COUNTIES Page 66 Prevailing Wage Rates for 071012013-06/3012014 Published by the New York State Department of Labor Last Published on Jun 01 2014 PRC Number 2014004824 Duhmess County Albany,Bronx,Clinton,Columbia,Dulchess,Essex,Franklin,Fulton,Greene,Hamilton, Kings,Montgomery Nassau,New York, Orange, Putrlam,Queens, Rensselaer, Richmond,Rockland,Saratoga,Schenectady,S c ohade,Suffolk,Sullivan,UlIster,Warren,Washington, Westchester WAGES Perhour. Painter(Stiping-Highway): 07/0112013 SlnpingMachine Operator $27.11 Lineman Thermoplastic $32.37 Note:'Includes but is not limited b:Positioning of cones and directing of traffic using hand held devices.Excludes the Driver/Operator of equipment used in the maintenance and protection of traffic safety Four(4),ten(10)hour days may be worked at straight time during a week. NOTE-In order to use the'4 Day/10 H our Work Schadule;you must submit an'Em player Registration for Use of 4 Day/10 Hour Work Schadule,'form PW30R;additionally,there must be a dispensation of hours in place on the project. SUPPLEMENTAL BENEFITS Per hour paid: 07/01/2013 Joumeyworkec Striping-Machine operator $14.18 Lineman Thermoplastic $14.55 OVERTIME PAY See(B,E,E2,S)on OVERTIME PAGE HOLIDAY Paid: See(5,20)on HOLIDAY PAGE Overtime: See(5,8, 11. 12, 15,16, 17,20,21,22)on HOLIDAY PAGE 8-id56-LS Painter-Metal Polisher "- 06/01i2014 JOB DESCRIPTION Painter-Metal Polisher DISTRICT 8 ENTIRE COUNTIES Albany,Allegany,Bronx,Broome,Caftareugus,Cayuga,Chautauqua,Chemung,Chenango,Clinton,Columbia,Cortland, Delaware, Dutchess,Erie,Essex, Franklin,Fulton,Genesee,Greene,Hamilton,Herkimer,Jefferson,Kings,Lewis,Livingston,Madison,Monroe, Montgomery,Nassau, New York Niagara,Oneida,Onondaga,Ontario,Orange,Orleans,Oswego,Otsego,Putnam,Queens,Rensselaer, Richmond,Rockland,Saratoga,Schenectady,Schoharie,Schuyler,Seneca,St.Lawrence,Steuben,Suffolk,Sullivan,Tioga,Tompkins, Ulster,Waren,Washington,Wayne,Westchester,Wyoming,Yates WAGES 07/0112013 Metal Polisher $27.15 . Metal Polisher" $28.24 '.. Metal Poilsher`" $30.65 'Mote:Applies on New Construction 8 complete renovation —Note:Applies when working on scaffolds over 34 feet SUPPLEMENTAL BENEFITS Per Hour, 07/112013 Joumeyworker. All classification $1361 OVERTIME PAY See IS,E, E2, P,T)on OVERTIME PAGE HOLIDAY Paid: See((5,6,11,15, 15 25,26)on HOLIDAY PAGE Nm Ovee: See(5,6,9, 11,15,16,25,26)on HOLIDAY PAGE REGISTERED APPRENTICES Wages per hour. One(1)year term at the following wage rates: tat 2nd 3rd $11.00 $12.50 $1550 Page 67 Prevailing Wage Rates for 071012013-06/302014 Published by the New York State De Last Published on Jun 012014 PRC Number 2014pp4824 D chess Cour,h Supphmtals benefits: Per hour paid: 1st 2nd 3rd $994 $10.31 $10.51 8-13A/26A-MP Plumber 0510112014 JOB DESCRIPTION Plumber DISTRICT 8 ENTIRE COUNTIES Dutchesa PARTIAL COUNTIES Delaware: Only the Townships of Middletown and Roxbury. Ulster Entire county(including Wallkill and Shawangunk Pnsons in Town of Shawangunk)EXCEPT for remainder of Town of Shawangunk, and Towns of Plattekill,Marlboro,and Wawersirg. WAGES (per hour) 0710MO13 Plumber & Steamfitter $4504 SHIFT WORK: _ When directly,specified in public agency or authority contract documents,shift work outside the regular hours of work shall be comprised of eight(8)hours par shift not including Saturday,Sundays and holidays.One hall(12)hour shall be allowed for lunch after the first four(4) hours of each shift Wage and Fringes for shift work shall be straight time plus a shift premium of twenty-five(25%)percent.A minimum of five days Monday through Friday must be worked to establish shift work. Per hour. SUPPLEMENTAL BENEFITS Joumayworker. $25.04 per hour paid +2,73 per hour worked" "Not Subject W Overtime OVERTIME PAY See(B,'E,O.V)on OVERTIME PAGE 'Note:Tme& 112 for 1st.8 on Sat-all additional hours double time. HOLIDAY Pad See(1)on HOLIDAY PAGE Overtime: See(5,6,8, 16,25)on HOLIDAY PAGE REGISTERED APPRENTICES (1)year terms at the following rates, 1 at year $1738 2nd year 2420 3rd year 28.12 4th year 3385 5th year 40.55 Supplemental Benefits per hour. Apprentices 1 at year $10.92 per hour paid + 1.16 per hour worked 2nd year 13.87 per hour paid + 1.30 per hour worked 3rd year 15.99 per hour paid +1.60 per hour worked 4th year 17.77 per hour paid * 2,36 per hour worked 5M year 19.54 per hour Paid +2.36 per hour worked &212-SF Page 68 Prevailing Wage Rales for 07101/2013-06130/2014 Published by lite New York State Department of tabor Last Published on Jun 012014 PRC Number 2014004824 Duhness County Plumber-HVAC I.Seirlce " 06/0112014 JOB DESCRIPTION Plumber-HVAC/Service DISTRICT e ENTIRE COUNTIES Dutchess,Putnam,Westchester PARTIAL COUNTIES Delaware: Only the townships of Middletown and Roxbury Ulster. Endre County(induding WaMall and Shawangunk Prisons)except for remainder of Town of Shawangunk and Towns of Plmttekill, Marlboro,and Wawarsing. WAGES Per hour. 07/012013 08/012013 HVAC Service $37.70 +Additional $1.00^ Jobbing&AltemtioT (Dutchess and Ulster County Only) $36.09 'Repairs,replacements and aberatloh work is any repair or replacement of a present plumbing system that does not change existing -- roughing or water supply lose. —- "Increase to be allocated at a later data SHIFT WORK: When directly specified in public agency or authority contract documents,shift work outside the regular hours of work shall be comprised of eight(8)hours per shift not including Saturday,Sundays and holidays.One hall(I r2)hour shall be allowed for lunch after the first four(4) hours of each shift.Wage and Fringes for shift work shall be straight time plus a shift premium of twenty-five(25%)percent A minimum of five days Monday through Friday must be worked to establish shift work SUPPLEMENTAL BENEFITS Per hour worked: 07/012013 Joumeyworker HVAC Service $17.54 per hour paid +1.10 per hour worked" Joumeyworker Jobbing Alterations $20.43 per hour pad +2.73 per hour worked" Not subject to overtime OVERTIME PAY See(2,'E.Q.V)on OVERTIME PAGE Note Time and one half for the first eight hours on Saturdays. Additional hours on Saturday to be paid at double time. HOLIDAY Paid: See(1)on HOLIDAY PAGE Overtime: See(5,6,8, 16,25)on HOLIDAY PAGE REGISTERED APPRENTICES HVAC SERVICE REGISTERED APPRENTICES (1)year terms at the following wages. let yr. 2nd yr. 3rd yr. 40h yr. 5th yr. 0710112013 $17.63 $20.56 $25.79 $31.57 $33.88 Supplemental Benefits per hour worked: Apprentices 07/012013 1 at term $15.00 par hour paid + 1.10 per hour worked 2nd term $ 15.43 per hour paid Page 69 Prevailing Wage Rates fpr 0D012013-06/302014 Published by the New York Smte Department of Labor Last Published on Jun 012014 PRC Number 2014004824 Dulchess County +1.10 per hour worked 3rd term $16.01 per hour paid +1.10 per hour worked 4th term $16.54 per hour paid +1 10 per hourworked SM teen $ 17.13 per hour paid +1.10 per hourworked JOBBING 8 ALTERATIONS REGISTERED APPRENTICES (1)year terms at the following wages_ 1st yr. 2nd yr. 3rd yr. 4th yr. 5th yr. 07101/2013 $14.55 $19.05 $22.75 $26.65 $3D.61 Supplemental Benefit per hour worked: Apprentices 07/01Y2013 _ _. _.... 1st term $ 8.58 per hour paid +0.50 per hourworked '.. 2nd term $11.16 per hour paid +D.93 per hour worked 3rd tenth $ 12.35 per hour paid '.. +1.05 per hour worked 4th term $15.06 per hour paid + 1.46 per hourworked 5th term, $ 16.12 per hour paid +1.90 per hour worked 8-21,1&2SF/RWAC Roofer - 06/0172014 JOB DESCRIPTION Roofer DISTRICT 9 ENTIRE COUNTIES Bronx, Dutchess,Kings,New York,Orange,Putnam,Queens, Richmond.Rockland,Sullivan,Ulster,Westchester WAGES Per Hour. 07101/2013 Roofer/Waterproofer $39.D0 SUPPLEMENTAL BENEFITS Joumeyworker $27.92 OVERTIME PAY See(S, H)on OVERTIME PAGE Note-An observed holiday that falls on a Sunday will be observed the following Monday. HOLIDAY Paid: See(1)on HOLIDAY PAGE Overfime: See(5,Q 13,25)on HOLIDAY PAGE REGISTERED APPRENTICES (1 )year Terms at the following percentage of Joumeywonmrs hourly wage. 1st 2nd 3rd 4th 35% 50% 60% 75% Supplements per hour paid at the following rates: Apprentice: 1st 2nd 3rd 4th Page 70 Prevailing Wage Rates for 07/012013-0Sr102014 Published by Ne New York Slate Department of Labor laic Published on Jun 01 2014 PRC Number 2014D04824 DutMaas County $4.24 $14.13 $16.88 $21.03 MR Sheehnetaf Worker .06/0112014. JOB DESCRIPTION Sheetmetal Worker DISTRICT 8 ENTIRE COUNTIES Dutchess,Orange,Putnam,Rockland,Sullivan,Ulster,Westchester WAGES 07/01/2013 SheetMetal Worker $43.41 SHIFT WORK For all NYS D.O.T.and other Governmental mandated o0-shift work: 10%increase for additional shifts for a minimum of five(5)days SUPPLEMENTAL BENEFITS Joumeymorker... _ $31..90_ OVERTIME PAY OVERTIME:..See(B, E,Qt)on OVERTIME PAGE. 'Note:For Sundays or Holidays worked,HOURLY WAGE is double the total of the hourly wage plus the hourly benefit paid all in wages.(Benefits are included in the wages). HOLIDAY Paid: See(1)on HOLIDAY PAGE Overtime: Bee 5,6, 15, 16,23)on HOLIDAY PAGE Additional for Holiday Overtime:September 11th REGISTERED APPRENTICES 1st 2nd 3rd 4th 5th 6th 7th 8th $16.07 $18.07 $20.09 $22.09 $24.09 $26.11 $28.59 $31.07 Supplemental Benefits per hour. Apprentices 1sttemr $14.05 2nd term 15.82 3rd term 17.57 4th tern 19.33 5th term 21.10 6th term 22.84 7th term 24.13 8th term 25 41 8-38 Sprinkler Fitter 06/01/2014 JOB DESCRIPTION Sprinkler Filter DISTRICT 1 ENTIRE COUNTIES Dutchess,Orange, Putnam,Rockland,Sullivan,Ulster,Westchester WAGES Per hour 07/01/2013 Sprinkler $39.08 Fitter SUPPLEMENTAL BENEFITS Perhourworked Journeyman $20.80 OVERTIME PAY See(B, E,0)on OVERTIME PAGE Page 71 Prevailing Wage Rates for 07/01/2013-06/30/2014 Published by the New York State Department of Labor Last Published on Jun 01 2014 PRC Number 2014004824 Duchess County HOLIDAY Paid: See(1)on HOLIDAY PAGE Overtime: See(5,6)on HOLIDAY PAGE Note: When a holiday falls on Sunday,the following Monday shall be considered a holiday and all work performed on either day shall bas at the double time rate.When a holiday falls on Saturday,the preceding Friday shall be considered a holiday and all work performed on either day shall be at the double time rate. '.. REGISTERED APPRENTICES Wages per hour For Apprentices HIRED PRIOR TO 04/01/2010: One Half Year terms at the following wage 1st 2nd 3rd 4th 5th 6th 7th 8th 9th 10th S19.70 $19.70 $21,35 $23.32 $25.29 $2726 $29.23 $3120 $33.17 $35.14 Supplemental Benefits per hour worked 071012013 tsl8 2nd Terms $8.74 3d Term 15.02 41h Term 15.06 _ 5th Term 2039 6th Term 20.45 7th Term 2051 Bdr Tenn 20.56 9a1 Term 20.47 t Oth Term 20.6B For Apprentices HIRED ON OR AFTER 04/012010: One Had Year terms at the following wage tat 2nd 3d 4th 5th 6th 7th 8th 91tr 10th $17.73 $19.70 $21.35 $23.32 $2529 $271fi $2923 $31.20 $3117 $35.14 Supplemental Benefits per hour worked 07/01/2013 1st Term $8.68 2nd Term 8.74 3d Term 15.02 4th Tenn 15.08 5th Tenn 15.64 6th Tenn 15.78 7m Term 15.76 Bth Tenn 15.81 9N Term 15.87 10th Term 15.93 1-6692 T amst r-Building lHeawBH' hway 06/0112014 JOB DESCRIPTION Teamster-Building/Heavy&Fighway DISTRICT 11 ENTIRE COUNTIES Dutchess,Orange,Rockland,Sullivan,Ulater WAGES GROUP 1: LeToumeau Tractors,Double Banel Euclids,Athney Wagons and similar equipment(except when hooked to scrapers), I-Beam and Pole Trailers,Tire Trucks and Tractor and Trailers with 5 axles and over,Articulated Back Dumps and Road Oil Distributors,Articulated Water Trucks and Fuel Trucks, positions requiring a HAZMAT CDL endorsement. GROUP 1A Drivers on detachable Gooseneck Low Bed Trailers rated over 35 tons. GROUP 2'. All equipment 25 yards and up to and including 30 yard bodies and cable Dump Trailers and Powder and Dynamite Trucks. GROUP 3All Equipment up to and including 24yad bodies,Mixer Trucks, Dump Crete Trucks and similar types of equipment, Fuel Trucks and Batch Trucks and all other Tractor Trailers. Page 72 Prevailing Wage Rales for 07/01/2013-OM02014 Publishad by the New York State Department d Labor Las[Published on Jun 01 2014 PRC Number 2014004824 Dutchess County GROUP 4: Tri-Axles,Ten Wheelers,Grease Trucks,Tillerman,Pattern Trucks, Insinuator Trucks.Water Trucks. GROUPS: Straight Trucks. GROUP 6: Pick-up Tracks for hauling materials,parts,and Escort Man over-the-road. WAGES:(per hour) 07/01/2013 GROUP $30.75 GROUP 1A 31.89 GROUP2 30.19 GROUP 3 29.97 GROUP4 29.86 GROUP 5 29.74 GROUPS 29.74 NOTE:additional 2D% premium above the hourly wage for hazardous and toxic waste removal.This applies to all groups. Shfft Work:A shift premium of 10%on 2ND Shift and 15%on 3RD Shit will be paidwhen mandated by the NYS DOT brother governmental agency contrdctsAll irregular and offshift work isto be-paid a l0%premium. SUPPLEMENTAL BENEFITS Per hour paid: First 40 hours $27.30 Over 40 hours 22.00 OVERTIME PAY OVERTIME:... Sae(B. E,P,r,U")on OVERTIME PAGE. HOLIDAY HOLIDAY: Paid:......See(5,6, 15,25)on HOLIDAY PAGE. Overtime:..See(5,6, 15,25)on HOLIDAY PAGE. NOTE: Holidays worked Monday to Friday receive straight time wage for working,plus Holiday Pay. 'Holidays worked on Saturday,code T applies. 'Holidays worked on Sunday,code U applles- 11-045B/HH Welder '= 0610112014 JOB DESCRIPTION Walder DISTRICT 1 ENTIRE COUNTIES Albany,Allegany,Brom,Broome,Cattaraugus,Cayuga,Chautauqua,Chemung,Chenango,Clinton,Columbia, Cortland,Delaware, Dutchess,Erie,Essex,Franklin, Fulton,Genesee,Greene, Hamilton,Herkimer,Jefferson,Kings,Lewis,Livingston,Madison,Monroe, Montgomery,Nassau, New York,Niagara,Oneida,Onondaga,Ontario,Orange,Orleans,Oswego,Otsego,Putnam,Queens.Rensselaer, Richmond, Rockland, Saratoga,Schenectady, Schoharie,Schuyler,Seneca,St.Lawrence,Stauhen,Suffolk.Sullivan,Tiogs,Tompkins, Ulster,Warren,Washington,Wayne,Westchester,Wyoming,Yates WAGES Per hour 07/01/2013 Welder (To be paid the same rate of the mechanic performing the work) OVERTIME PAY HOLIDAY 1-As Per Trade Page 73 i Prevailing Wage Rates for 0710V2013-05/302014 Published b the New York Slate Da Last Published on Jun 01 2014 y partment of Labor PRC Number 2014004824 Overtime Codes Following is an explanation of the codefs)listed in the OVERTIME section of each class�catian onotained in the attached schedule. Additional requirements may also be lisped in the HOLIDAY section. (Bt ) Time and one half of the hourly rate for the 9th 8 10th hours week days and the 1111 hours on Saturday. Double the hourly rate for all additional hours (A ) Time and one half of the hourly rate after 7 hours par day (AA j Time and one half of the hourly rate after 7 and one half hours per day (E3) Between November 1st and March 3rd Saturday may be used as a make-up day at smaight time when a day is lost during that week due to inclement weather,provided a given employee has worked between 16 and 32 hours that week (B ) Time and one halt of the hourly rate after 8 hours per day (51 ) Two and one half times the hourly rate the first 6 hours on Sunday or Holidays One and one halt times the hourly rate all adtlltional hours. (E5) Double time after 8 hours on Saturdays (B2) Time and one halt of the hourly rate akar 40 hours per week (C ) Double the hourly rate after 7 hours per day (Cl ) Double the hourly rate after 7 and one halt hours per day (D ) Double the hourly rate after 8 hours per day '.. (Di ) Double the hourly rate after 9 hours per day (E ) Time and one half of the hourly rate on Saturday (E7 ) Time and we hag 1st 4 hours on Saturday Double the hourly rate all additional Saturday hours (E2) Saturday may be used as a make-up day at straight time when a day is I ed during that week due to inclement weather (E4) Saturday and Sunday may be used as a make-up day at straight time when a day is lost during that week due to inclement weather IF J Time and one hag of the hourly rate on Saturday and Sunday IS ) Time and one half of the hourly rate an Saturday and Holidays (H ) Time and one half of the hourly rate on Saturday,Sunday,and Holidays (I ) Time and one half of the hourly rate on Sunday (J ) Time and one half of Me hourly rate on Sunday and Holidays (K ) Time and one half of the houdy rate on Holidays (L ) Double the hourly rate on Saturday (M ) Double the hourly rate on Saturday and Sunday (N ) Double the hourly rate on Saturday and Holidays (0 ) Double the hourly rate on Saturday,Sunday, and Holidays (P ) Double the hourly rate on Suntlay (Q ) Double the hourly rate on Sunday and Holidays (R ) Double the hourly rate on Holidays (5 ) Two and one halt times the hourly rate for Holidays, If worked Page 74 i Prevafng Wage Rates for 0710112013-0613012014 Pubtshad by the New York Sale Depar ment of Labor last Published on Jun 01 2014 PRC Number 2014004024 (T ) Triple he hourly rale for Holidays,if worked (U ) Four times the hourly rate for Holidays, if worked (V ) Including benefits at SAME PREMIUM as shown for overture (W ) Time and one hat for banefils on all overtime hours. NOTE:BENEFITS are PER HOUR WORKED,for each hour worked,unless oMermse noted Page 75 Prevailing Wage Rates for 07/01/2013-06'302014 Nblishad by the New York State Department of labor Last Published on Jun 01 2014 PRC Number 2014004824 Holiday Codes PAID Holidays: Paid Holidays are days for which an eligible employee receives a regular days pay,but is not required to perform work. [fan employYee works on a day listed as a paid holiday,this remuneration is in addilion to payme of the required prevailing rate for the work actually performed. OVERTIME Holiday Pay. Overtime holiday pay is the premium pay that is required for work performed on specified holidayyss It is on l required where the employee actually performs work on such holidays. The aWlicable holidays,are listed under HOLIDAYS:OVERTIME.The required rate of pay for j these covered holidays can be found In the OVERTIME PAY section listings for each classification Following is an explanation of the code(s)listed in the HOLIDAY section of each classification contained in the attached schedule.The '.. Holidays as listed below are to be paid at the wage rates at which the employee is normally classified. 1 ) None (2) Labor Day . _. .. (3) Memorial Day and Labor Day. .. (4) Memorial Day and July 4th (5) Memorial Day,July 4th,and Labor Day (6) New Yeats,ThanksgMrg,and Christmas (7) Lincoln's Birthday,Washingtar s Birthday,and Veterans Day (B) Good Friday (9) Lincoln's Birthday (10) Washington's Birthday (11 ) Columbus Day (12) Election Day (13) Presidential Election Day (14) 12 Day on Presidential Election Day (15) Veterans Day (16) Day after Thanksg,,ing (17) July 4th (18) 1/2 Day before Christmas ( 19) 12 Day before New Years (20) Thanksgiving (21 ) New Year's Day (22) Christmas (23) Day before Christmas (24) Day before New Years (25) Presidents'Day (26) Martin Luther King,Jr.Day (27) Memorial Day Page 76 NEIy New York State Department of Labor- p Bureau of Public Work h ` State Office Building Campus Building 12-Room 130 �. Albany,New York 12240 M REQUEST FOR WAGE AND SJTPPLEMINT INFORMATION As Required by Articles 8 and 9 of the NYS Labor Law Fax (5 18) 485-18 70 or mail this form for new schedules or for determination for additional occupations. This rem Must Be T Submitted By: (Cha&only On,,) ❑Contracting Agency ❑ Architect or bu®neenny Firm ❑ Public Work District Office Daze: r — A. Public Work Contract to be let by: (Enter Data Pertaining to Contracting/Public Agency) 1.Nameanticompleteaddress P-. (Checkitneworchange) 2. NY Sbh units(gee Ilam 5) ❑07 City ❑01 DOT ❑08 Local School distinct ❑ 02 OGS ❑09 Special Local District,i.e., ❑03 Dormitory Authority Fire,Sewer,Water Distnd _. . _.. ❑N Side,University ❑10 Village Construction Fend ❑11 T. ❑ 05 Manual Hygiene ❑12 County Telephone: ( ) Fax ( ) Facilities Cory. ❑13 Other Non-N.Y.State E-Mail: ❑ 06 OTHER N.V.STATE UNIT irascible) 2.SEND REPLY TO ❑check d new or mange) 4.SERVICE REQUIRED.Check appmpnale box and provide pro)act Name and complete address: information, ❑ New Schedule of Wages and Supplements. APPROXIMATE BIO DATE: ❑ Atldifional Occupation anti) Ratletermilalion Telephone:( ) Fa[ ( ) PRISC NUMBERcr:]Si PREVIOUSLY FOR OFFICE USE ONLY E-Math THPRo.n B. PROJECT PARTICULARS 6. Project Title 6. Location of Project Location on Site Description of Work Route NolStreel Address Village or City Contract Identification Number Town Note: For NYS units,the OSC Contract No. County 7.Nature Of Project-Check One: 3, OCCUPATION FOR PROJECT: ❑ 1. New Building ❑ 2.Addition to Existing Structure ❑ Construction Building,Heavy ❑ Guards,Watchmen Highway5ewerNVater) ❑ Janitors,Pon.,Cleaners, ❑ 3.Heavy and Highway Construction(New and Repair) ❑ Tunrle: ❑ 4.New Sewer or Waterline Movingr Operators ❑ 5.Ocher New Consiruobon ❑ Residential ❑ Mopmerd iture and (Explain) ❑ Lanitacam MaiMen a equipment ❑ 6. Other Reconstruction,Maintenance, Repair or Ake2tion ❑ 7.Demolition ❑ Elevator maintenance ❑ Trash and refuse removal ❑ 8. Building Service Contract ❑ EHeSafety it Furctor.NYC ❑ Window canners ❑ Fire Safety Director,NVC 0ny ❑ Other(Desmbe) 9. Has this project been reviewed for Compliance with the Wicks Law involving separate bidding? YES❑ NO❑ 10.Name and Trke of Requester Signature Pwe9(M 11) SEE PAGE TWO FOR LAWS RELATING TO PUBLIC WORK CONTRACTS N81{. NEW YORK STATE DEPARTMENT OF LABOR �. ,Ate`' • rQty� Bureau of Public Work - Debarment List o LIST OF EMPLOYERS INELIGIBLE TO BID ON OR BE 9 �} AWARDED ANY PUBLIC WORK CONTRACT ENT - --Under Article 8-and Article 9-of-the NYS Labor Law, a contractor, sub-contractorand/or. its successor shall be debarred and ineligible to submit a bid on or be awarded any public work or public building service contract/sub-contract with the state, any municipal corporation or public body for a period of five (5) years from the date of debarment when: •Two (2) final determinations have been rendered within any consecutive six-year (6) period determining that such contractor, sub-contractor and/or its successor has WILLFULLY failed to pay the prevailing wage and/or supplements • One (1)final determination involves falsification of payroll records or the kickback of wages and/or supplements NOTE: The agency issuing the determination and providing the information, is denoted under the heading `Fiscal Officer. DOL = NYS Dept. of Labor, NYC = New York City Comptroller's Office; AG = NYS Attorney General's Office; DA = County District Attorney's Office. A list of those barred from bidding, or being awarded, any public work contract or subcontract with the State, under section 141-b of the Workers' Compensation Law, may be obtained at the following link, on the NYS DOL Website: httpS7Hdbr.labor.state.nv.us/EDLisVsearchPage.do NYSDDL Bureau of Public Work Debarment List 0512812014 Article 8 7WL .,,. e,_WE �esqsa DOL 4616 FDSTER AVE LLC CIO KAHAN 6K N 02/052013 021,,52018 225 BROADMIAYSUIE715NEWYORK NY 1 DOD] DOL A 8 T IRON WORKS INC 25 CLIFF STREET IMIMM9 12212014 NEWROCHELLE NY 10801 DOL ""`0X1 A ULIANO B SDN LTD 22 GRIFFEN COURT 1,,262010 10/262015 MILLER PLACE NY 11946 DOL A ULIANO CONSTRUCIFON 22 GRIFFEN COURT 10282010 1=WO15 MILLER PLACE NY 11]48 DOL -4486 ABBEY PAINING CORP 211U28TAAWNUE 07/022012 0]X2201] BAYSIDE NY 11580 DOL "'9095 ABDO TILEW 6179 EAST MOLLOY ROAD 051252010 07X2¢017 EAST SYRACUSE NY IW0 DOL DOL —9095 ABDOTILECOMPANY 6179 EAST MOLLOY ROAD 08252,,10 0710MO17 FAST SYRACUSE NY 1W57 DOL DOL —,488 ARELCRA OF NEW YORK 640ASHFORDAVENUE 08272013 08272018 CORP ARDSLEY NY 10502 - DDL - -DOL --1219 - ABSOLUTEGENERAL - -1 Y29 AVENUE U - -" 0112W2D13 01262016 CONTRACTING INC BROOKLYN NY 11ZB DOL DOL 4539 ACCOMPLISHED WALL M OSCAWANA HEIGHTS OM272013 33272018 SYSTEMS INC ROAD PUTNAM VALLEY NY 10542 DOL DOL —8018 ACCURATE MECHANICAL LLC 9541 BUSTLETON AVENUE 021D5/2W4 02X512019 PHILADELPHIA PA 19115 DOL DOL ACCURATE MECHANICAL OF 9541 BUSTLETON AVENUE 02/052014 OX05I2019 PHILADELPHIALLC PHILADELPHIA PA 19115 DOL DOL ADAM A CEMERYS 2718 CURRY ROAD WI0B2010 97X812015 SCHENECTADY NY 12303 DOL DOL "'75M ADAM'S FLOUR COVERING V18 CURRY ROAD 07108201' 0 2/1 512 017 LLC SCHENECTADY NY 12303 DOL DOL ADESUWA MUIGSE PO BOX 21-IOM 05/162012 05/18209 BROOKLYN NY 11221 WL NYC ADRIIWA SERA C/O COLONIAL 24146TH STREET 02/,,52014 O2A52019 ROOFING BRDDKLYN NY 11ZM COMPANY INC DOL DOL AFFORDABLE PAINTING PLUS 367 GREEVES ROAD IDMIM010 1X01¢015 NEW HAMPTON NY 10956 DOL DOL ^2538 AGG MASONRY INC 16072ND ST-SUITE 721 031192013 DV19QO18 BROOKLYN NY 112,,9 DOL DOL ALBERT CAGEY 4128 54TH STREET OMMI1 07X12016 WOODSIDE NY I 13 DOL DOL ALEJANDRO MATOS CIO SEVEN STAR ELECTRICAL 06272011 06/272016 23-24 STEINWAY 41NW�I ASTDRIA NY 11105 DOL DOL AUSHER KARIMOVG MASONRY INC 031192013 OB119Q018 AVENUEBROOKLYN NY 11209DOL DOL x"8140 ALLSTATE ENVIRONMENTAL JOSE MONTAS 03/18 2 011 D31152017 CORPER PLACEYONKERSNY 10710DOL COL —85& ALPIA INTERIORS INCRN STREETI SUITE C 05WWO 05.27QC15 PARK NY 11122DOL DOL " 4274 AMERIGANSTEE. 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PART 2 - PRODUCTS 2.01 SUBMITTALS A. The name and location of the source of the material. B. Samples and test reports of the material, as required. 2.02 LISTING OF GRANULAR MATERIALS A. Type "A", Crushed Gravel Thoroughly washed crushed, durable, sharp angled fragments of gravel free from coatings. Crushed particles shall be a minimum of 85 percent by weight of the particles with at least two fractured faces. The total area of each fractional face shall exceed 25 percent of the maximum cross-sectional area of the particle. Crushed gravel shall have the following gradation by weight: Percent Passinq Sieve 100% 1-1/2 inch 0-25% 314 inch 0-5% 1/2 inch B. Type "B", Crushed Stone Thoroughly washed clean, sound, tough, hard crushed limestone or approved equal free from coatings. Gradation for Type "B" shall be the same as specified for Type "A" material. C. Type "C", Crushed Stone SELECT FILL MATERIALS 02223-1 Town of Wappinger Martz Field Pavilion Thoroughly washed, clean, sound, tough, hard, crushed limestone or approved equal free from coatings. It shall have a gradation by weight of 100 percent passing a one (1) inch square opening and 0 - 15 percent passing a one-quarter (1/4) inch square opening. D. Type "D", Washed Sand Washed coarse sand having the following gradation by weight: Percent Passing Sieve 100% 3/8 inch 95 - 100 No. 4 80 - 100 No. 8 50 - 85 No. 16 25 - 60 No. 30 10 - 30 No. 50 2 - 10 No. 100 E. Type "E", Screened Gravel Screened gravel or other acceptable granular material free from organic matterwith a gradation byweight of 100 percent passing a one and a half(I- 1/2) inch square opening, 30 to 65 percent passing a one-quarter(1/4) inch square opening and not more than 10 percent passing a No. 200 mesh sieve as determined by washing through the sieve in accordance with ASTM D422. F. Type "F", Run-of-Crusher Stone Run-of-crusher hard durable limestone or approved equal having the following gradation by weight: Percent Passing Square Opening (inches) 100% 1-1/2 95 - 100 1 65 - 80 1/2 40 - 60 1/4 0 - 10 #200 Sieve G. Type "G", Gravel Cement Mixture A mixture of Type "E" material and Portland cement mixed in a ratio of 15:1 and placed and compacted in a dry state. H. Type "R", Run-of-Bank Gravel SELECT FILL MATERIALS 02223-2 Town of Wappinger Martz Field Pavilion Run-of-Bank gravel shall be clean, well graded material free from organic matter, containing no stone having any dimension greater than 6 inches, and 25 to 65 percent passing a one-quarter (3) inch square opening. The material shall also have not greater than 12 percent passing a No. 200 mesh sieve as determined by washing through the sieve in accordance with ASTM D422. A sample and test report is not normally required, however these shall be provided at no cost as and if ordered by the Engineer to verify properties of material used in the field. I. Type "1", No. 1 Crushed Stone Crushed stone as described in the current New York State Department of Transportation (NYSDOT) Standard Specifications, Section 703 - Aggregates, satisfying Size Designation 1 and physical requirements stated therein. J. Type "2", No. 2 Crushed Stone Crushed stone as described in the current NYSDOT Standard Specifications, Section 703 - Aggregates, satisfying Size Designation 2 and physical requirements stated therein. K. Type "3", No. 3 Crushed Stone Crushed stone as described in the current NYSDOT Standard Specifications, Section 703 - Aggregates, satisfying Size Designation 3 and physical requirements stated therein. L. Type "4", No. 4 Crushed Stone Crushed stone as described in the current NYSDOT Standard Specifications, Section 703 - Aggregates, satisfying Size Designation 4 and physical requirements stated therein. M. Dry Rip-Rap Stone as described in the current NYSOOT Standard Specifications, Section 620 — Channel Protection, satisfying size designation "Fine" and Physical Requirements stated therein. PART 3 - EXECUTION Select Fill Materials shall be furnished and installed as specified in Section 02220 entitled Earthwork and as specified or shown elsewhere in the Contract Documents and/or Drawings. END OF SECTION SELECT FILL MATERIALS 02223-3 Town of Wappinger Martz Field Pavilion SECTION 02300 EARTHWORK PART 1 - GENERAL 1.01 DESCRIPTION A. Work Specified 1. All labor, materials, services and equipment necessary to complete the earthwork required for completion of the work. B. Related Work Specified Elsewhere 1 Section 02223 - Select Fill Materials 2. Section 02800 - Site Restoration/Erosion and Sediment Control 3. Section 02911-Topsoil 4. Section 02921- Seeding 1.02 SUBMITTALS A. Contractor's proposed method(s) of compaction and equipment. B. Laboratory tests of materials to be compacted. 1.03 DEFINITION A. Earthwork is defined to include, but not be limited to, clearing, topsoil removal and storage, pavement removal, classified and unclassified excavation for structures and trenches, handling and disposal of surplus materials, maintenance of excavations, removal of water, sheeting and bracing, steel sheet piling, backfilling operations, rough grading, embankments and fills, compaction,and protection of existing structures and facilities. B. Excavated material shall be classified as provided herein. 1. Unclassified Excavation a. Unclassified excavation shall include all materials excavated within the authorized lines and grades described in the Contract Drawings, or as required for construction of the project. b. Unclassified excavation shall include rock excavation as well as common excavation as defined herein. EARTHWORK 02300-1 E Mocuments\T wappingene W2014\W21406 Martz Field Pavilion%spemficationslTecl,Specs%02300doc Town of Wappinger Martz Field Pavilion C. Unless specifically designated otherwise in the appropriate payment items of the Bid proposal, all excavation shall be considered to be unclassified excavation. 2. Common Excavation a. Common excavation shall include all excavation except rock excavation. b. All unconsolidated and non-hardened material, rippable rock, loose rock, soft mineral matter, weathered rock, and soft or friable shale, which are removable with normal earth excavation equipment, shall be classified as common excavation. C. All boulders and detached pieces of solid rock or concrete or masonryless than one cubicyard in volume shall be classified as common excavation. 3. Rock Excavation a. Rock excavation shall include all sound solid masses, layers and ledges of consolidated and hardened rock or mineral matter of such hardness, durability and/or texture that is not rippable or cannot be excavated with normal earth excavation equipment. b. Should a conflict arise as to the classification of excavation as either common or rock, the following tests shall be used in the appropriate determination. i. Where practicable, a late model, tractor mounted, hydraulic ripper equipped with a one ripping point of standard manufacturer's design adequately sized for use with and propelled by a crawler-type tractor rated between 210 and 240 net fly-wheel horsepower, operating in low gear, shall be utilized. Should the suspect material not be effectively loosened or broken down by ripping in a single pass with the aforementioned ripper, the material shall be classified as rock. ii. Where use of the ripper is impracticable, classification as rock shall be determined when the material cannot be loosened or broken down by a six-pound drifting pick. The drifting pick shall be Class D, Federal Specification GGG-H-506d, with a handle not less than 34 inches in length. 4. In excavations where mixed areas of common excavation material and rock excavation material are encountered, individual classification of each material shall be made on an average percentage basis of occurrence of those materials as measured in sections through such excavation and as approved by the Engineer. 5. When rock is encountered in excavation, it shall be removed by EARTHWORK 02300-2 Em.cu nts\T Wappingel W2014\W21406 Marx Field Pavilion\Specifications\Tech Spey T2300.doc Town of Wappinger Martz Field Pavilion blasting methods,jack hammering or any other method the Contractor deems suitable and safe, considering the proximity of existing utilities or facilities. Blasting operations shall be accomplished in compliance with the requirements of other portions of the specifications, as well as subsection below entitled Existing Facilities. No blasting shall be done until the Engineer has taken the necessary measurements of the rock which is to be removed within payment limits. Extra compensation for rock excavation will be allowed only if specifically authorized in appropriate payment items of the Bid proposal. 1.04 UNIT PRICES A. Unit prices for earthwork are included in Division 1 Section "Unit Prices." B. Rock Measurement: Volume of rock actually removed, measured in original position, but not to exceed the following. Unit prices for rock excavation include replacement with approved materials. 1. 24 inches outside of concrete forms other than at footings. 2. 12 inches outside of concrete forms at footings. 3. 6 inches outside of minimum required dimensions of concrete cast against grade. 4. 12 inches beneath bottom of concrete slabs-on-grade. 5. 6 inches beneath pipe in trenches, and 21 inches wider than pipe. 6. 24 inches from outside of precast concrete vault walls. 1.05 ALLOWANCES A. Allowance No. 1 for the testing services included in Division 1 "Allowances" for compaction testing. PART 2 - PRODUCTS Not used. PART 3 - EXECUTION 3.01 SITE CLEARING AND GRADING A. Sites of all construction work shall be cleared of all trees, stumps, brush, large roots, rubbish,snow,water and other surface materials within the limits outlined in the Contract Documents or, if not designated, as required for the work. B. All such material shall be removed from the project site to a location approved by the Owner and disposed of as surplus. EARTHWORK 02300-3 EWowmenWT Wappinger W2014%W21406 Marg Field Pavilionl5 dfications\Tech Specs%02300 doc Town of Wappinger Martz Field Pavilion C. All trees, shrubbery or other vegetation that are designated to remain or whose removal is not specifically required for construction shall be adequately protected and preserved in an approved manner. D. When trees are to be protected or preserved, excavation and grubbing, except as directly required for construction, shall not be performed underthe spread of tree branches. E. Locate, identify and protect utilities, survey control points, existing structures, from damage ordisplacement byexcavation equipment and vehicular traffic. F. No storage of topsoil, materials or construction equipment will be permitted under the radius of tree spread. G. Where trees are removed, such removal shall include complete removal of stump and roots to a distance of five feet all around the trunk of the tree. 3.02 TOPSOIL REMOVAL AND STORAGE A. All topsoil, loam or other natural organic materials covering the work areas shall be removed and,when suitable for reuse as topsoil, shall be stockpiled. B. Stockpiles shall be established only at approved locations and shall be maintained to prevent erosion and contamination until reuse;do not stockpile immediately adjacent to other stockpiled materials. 3.03 STRUCTURE EXCAVATION A. Minimum limits for structure excavation shall be the lines and subgrades shown on the Drawings and a minimum distance of three feet outside the base of wall footings or edge of slabs unless otherwise shown. B. Excavations shall be carried to slopes which are safe for the specific material in which the excavation is made. C. Undercutting of excavation faces will not be permitted. D. The Contractor shall determine the amount of additional excavation beyond the minimum distance from the structure. E. No claim may be made by the Contractor for extra work for damages resulting from slope instability or extra earthwork required to maintain safe slope conditions. F. Contractor shall be responsible for excavation of all types of materials EARTHWORK 02300-4 Eidocumenld\T Wappingers W2014\W21406 Marg Field Pavillon\Specfit tionMTech Sl,ea\02300.doc Town of Wappinger Martz Field Pavilion encountered. G. Care shall be taken that excavations for structures are not excavated below the planned subgrade, unless required to remove clay, silt,fine sand or other subgrade materials which are determined to be unacceptable forthe support of the structures. H. Unsuitable soils shall be excavated below the required subgrade and a special backfill material installed in conformance with the Contract Documents. I. Special backfill material required as a result of the Contractor's carelessness in excavating to required subgrade levels shall be at the Contractor's expense. J. Where rock is encountered at locations beneath slabs or footings, the rock shall be overexcavated to minimum 12 inches clearance and replaced with compacted Type "F" stone. K. Exposed subgrade surfaces shall remain undisturbed, drained, protected and maintained as uniform, plane areas, shaped as required to receive the foundation components of the structure. 3.04 TRENCH EXCAVATION A. Trench excavations shall be carried to the lines and subgrades shown on the Drawings. B. The Contractor is responsible for excavation of all material encountered,and trench widths for pipes shall be held within the minimum and maximum limits shown on the Drawings except where safety standards dictate a modification in trench side slopes. C. Contractor is solely responsible for meeting all applicable safety standards. D. Maximum payment limits are described in the Payment Items, where unit price payment items are included. E. Excavation shall be such that a flat bottom trench of allowable width is established at the required subgrade elevation for subsequent installation of pipe foundation material. F. If indicated on the Drawings or when required as a result of unsuitable soil conditions, trench excavation shall be carried below the required subgrade and a special pipe foundation installed. EARTHWORK 02300-5 EWowmentskT WappingeP W2014\W21406 Mar Field Pavilion%specdwtionS%TeCh Specs\02300 Coc Town of Wappinger Martz Field Pavilion G. In any event, the Contractor's operations shall result in stable trench walls and a stable base, free from standing water, in accordance with trench width requirements. H. Bedrock, boulders and cobbles greaterthan 6 inches shall be trimmed back or removed on all faces of the trench so that no rock protrudes within 6 inches of any installed pipe. I. In general, trenches shall not be opened formore than 50 feet in advance of installed pipe. J. Excavation of the trench shall be fully completed at least 10 feet in advance of pipe laying operation. K. No trenches shall be left open overnight. 3.05 UNAUTHORIZED EXCAVATION A. The Contractor shall not be entitled to any compensation for excavation carried beyond or below the lines and subgrades prescribed in the Contract Documents. The Contractor shall refill such unauthorized excavations at his own expense and in conformance with the following provisions of this subsection. B. Should the Contractor, through negligence or for reasons of his own, carry his excavation below the designated subgrade, 3,000 psi concrete or such other material as may be approved by the Engineer, as specified in the MP section entitled Select Fill Materials shall be furnished and placed as backfill in sufficient quantities to reestablish the required subgrade surface. Granular material used for backfilling shall be spread and compacted in conformance with the requirements of later subsections of this section and to the percentage compaction outlined therein. The cost of any tests required as a result of this refilling operation shall be borne by the Contractor. C. If the maximum widths of pipe trenches are exceeded, the installed pipes shall be fully cradled in a minimum of 6 inches of 3,000 psi concrete or such other material as may be approved by the engineer, at the Contractor's expense. Excavation below subgrade which is ordered by the Engineer because the normal subgrade has been disturbed by the Contractors operations shall be considered as unauthorized excavation, and is subject to correction as outlined above. 3.06 SURPLUS MATERIAL A. On-site disposal of surplus materials from excavations, if permitted, shall be as approved by the Owner. Otherwise, surplus material shall be hauled from EARTHWORK Ewocuments\T Wappinge\e W20141W21406 Manz Field `a Ilonzpeclfiwions\Tech Spe¢\02300.doc 02300-6 Town of Wappinger Martz Field Pavilion the site, and the Contractor shall make all arrangements for disposal sites, unless the Owner designates special locations. All expenses for hauling and disposal shall be borne by the Contractor. Bidders shall investigate all aspects of surplus material disposing operations. Pavement rubble, tree stumps, trash and debris shall be disposed of in a legal manner. B. Vehicles used to haul soft or wet material over streets or pavements shall be sufficiently tight to prevent material leakage on the streets or pavements. In all cases where any materials are dropped from the vehicles of the Contractor, he shall clean up the same immediately and keep crosswalks, street and pavements clean and free from debris. 3.07 MAINTENANCE OF EXCAVATIONS A. All excavations shall be properly and legally maintained while open and exposed. B. All excavations shall be enclosed with suitably supported temporary fencing. C. Sufficient and suitable barricades, warning lights, flood lights, signs, etc. to protect the public shall be installed and maintained at all times until the excavation has been backfilled and graded to a safe and satisfactory condition. D. All barricades, signs and markers shall be reflective. They shall also conform to the requirements of the NYSDOT Manual of Uniform Traffic Control Devices. 3.08 REMOVAL OF WATER A. Prevent surface and subsurface water from flowing into excavations and trenches and from flooding the site and surrounding area. B. Do not allow waterto accumulate in excavations or trenches. Remove water from all excavations immediately to prevent softening of foundation bottoms, undercutting footings and soil changes detrimental to the stability of sub- grades and foundations. Furnish and maintain pumps, sumps, suction and discharge piping systems, and other system components necessary to convey the water away from the site. C. Convey water removed from excavations, and rain water, to collecting or run- off area. Cut and maintain temporary drainage ditches and provide other necessary diversions outside excavation limits for each structure. Do not use trench excavations as temporary drainage ditches. D. Provide temporary controls to restrict the velocity of discharged water as EARTHWORK 02300-7 E,Wowments\T Wappingetla W2014\W21406 Mary Field PaWlioniSpedfiratioWTech Specs\023004oc Town of Wappinger Martz Field Pavilion necessary to prevent erosion and siltation of receiving areas. 3.09 SHEETING AND BRACING A. If ordinary open-cut excavation is not possible or if excavation endangers adjacent facilities or results in a hazardous condition,the Contractorshall be responsible for furnishing and installing adequate sheeting and bracing in all such excavations. B. In addition, sheeting and bracing shall be installed at all locations shown on the Contract Drawings. C. The Contractor shall furnish and place all sheeting,wales,stringers, braces, timbers, etc., necessary to prevent damage to the work and for the safety of his employees, the general public, or adjacent property and such work shall be in complete accordance with all details of applicable codes, rules, and regulations. D. Sheeting and bracing work shall comply with the Occupational Safety and Health Act (OSHA). E. Unless sheeting and bracing is to remain in place, it shall be removed as the work progresses and in such a manner as to prevent loosening and caving of the sides of the excavation, and to prevent damage to finished work or adjacent structures and property. F. As soon as withdrawn, all voids left by the removal of the sheeting and bracing shall be carefully filled with rodded and tamped type "D" sand, as specified in the MP section entitled Select Fill Materials. G. Mobile Trench Shield 1. If the Contractor utilizes a prefabricated, mobile trench shield in place of conventional sheeting and bracing in pipe trenches, the bottom of the shield shall be maintained as high as possible (preferably above the elevation of the spring line of the pipe) so as to prevent disturbance of the pipe foundation material and to avoid forces which would tend to pull pipe joints apart when the shield is dragged forward. 2. Gouged openings or troughs left by the shield shall be filled with additional pipe sidefll material and thoroughly compacted. H. No excavation shall be permitted below a line drawn down and away at a slope of two horizontal and one vertical from the nearest footing or grade beam of any existing building or structure or as otherwise shown on the EARTHWORK 02300-8 EmccumentsJ WappingeP W2014\W21406 Martz Field Pavilion\Specifications\Tech SpeW02300.d cc Town of Wappinger Martz Field Pavilion Drawings without providing sheeting, shoring, and bracing to provide sufficient lateral support for soils beneath the foundation of the structure and to prevent damage to the structure. I. In addition, sheeting shall be provided for all excavations below a line drawn at a slope of one horizontal and one vertical from edges of travel lanes where excavations take place along highways. Shoulders of such highways are not considered traffic lanes. J. Sheeting and Bracing Left In Place 1. Sheeting and bracing shall be left in place wherever shown on the Drawings, or when ordered by the Engineer. 2. The sheeting shall be cut off and removed to a depth of at least 3 feet below finished grade, unless otherwise shown on the Drawings. 3. Good grade and quality of sheeting material shall be used for such sheeting left in place. 4. If not ordered to leave sheeting and bracing in place, the Contractor may do so at his own expense if he so elects. K. Steel Sheet Piling 1. When shown on the Drawings or required in the specifications, the Contractor shall design, furnish and install interlocking steel sheet piling at the locations and to the depths required for satisfactory construction of new facilities and protection of existing structures or facilities. 3.10 BACKFILL MATERIALS A. Granular materials required for filling,backfilling, bedding, subbase and other purposes shall be as shown on the Drawings. Requirements for off-site granular materials are specified in Section 02223 entitled Select Fill Materials. B. Select fill materials shall be used as specified for backfill, and when excavated material cannot be used as backfill. C. If the excavated material on site is approved for reuse and as being suitable for filling or backfilling purposes, it shall be used. D. On-site material is designated type "X' material. E. When on-site material is used for suitable backfill material, Contractor shall remove all frozen material, boulders (over 4-inch diameter), trash, and debris, from such material prior to placement. EARTHWORK 02300-9 E\documentsJ Wappingef W2014\W21406 Ma=Held Pavilion\SpecifimUonsRen Spem\02300.doc Town of Wappinger Martz Field Pavilion F. If he so elects, the Contractor may, at his own expense, substitute other types of material specified elsewhere in place of type "X"material, provided that all documentation requested by the Engineer,justifying such substitution is submitted by the Contractor sufficiently in advance to permit proper review by the Engineer and provided that all replaced material is disposed of as outlined in the subsection 3.07 above entitled Surplus Materials. 3.11 GENERAL BACKFILLING REQUIREMENTS A. Backfilling shall be started as soon as practicable and after structures or pipe installations have been completed and inspected, and/or concrete has acquired a suitable degree of strength. B. Backfilling shall be carried on expeditiously thereafter. C Backfill shall be started at the lowest section of the area to be backfilled. O. Natural drainage shall be maintained at all times. E Areas to be backfilled shall be inspected by the Engineer prior to backfilling operations, and all unsuitable materials, including sheeting, bracing, forms and all other deleterious debris, shall be removed by the Contractor, as requested. F. No backfill shall be placed against foundation walls or structural members unless properly shored and braced or of sufficient strength to withstand lateral soil pressures. G. Backfill material shall be inspected by the Engineer prior to placement and all roots, vegetation, organic matter, or otherforeign debris shall be removed. H. Stones larger than 12 inches in any dimension shall be removed or broken. I. Stones shall not be allowed to form clusters with voids. J. Backfill material shall not be placed when moisture content is too high to allow proper compaction. K. When material is too dry for adequate compaction, water shall be added to the extent necessary. L. No backfill material shall be placed on frozen ground nor shall the material itself be frozen or contain frozen soil fragments when placed. M. No calcium chloride or other chemicals shall be added to prevent freezing. EARTHWORK E:dOcumenWT Wappinger1a W20141W21406 Mam Field Pavilionl5pecifiwlionslTecA Spe¢102300tloc 02300-10 Town of Wappinger Martz Field Pavilion N. Material incorporated in the backfilling operation which is not in satisfactory condition shall be subject to rejection and removal at the Contractors expense. O. If the Contractor fails to stockpile and protect on-site excavated material acceptable for backfill, then the Contractor shall provide an equal quantity of acceptable off-site material at no expense to the Owner. 3.12 METHOD OF COMPACTION A. General 1. The Contractor shall adopt compaction methods which will produce the degree of compaction specified herein, prevent subsequent settlement, and provide adequate support for the surface treatment, pavement, structure and piping to be placed thereon, or therein, without damage to the new or existing facilities. 2. Methods used shall avoid disturbance to underlying fine-grained soils and to subsurface utilities. 3. Before filling or backfilling is initiated, the Contractor shall submit in writing a description of the equipment and method for compaction which he proposes to use. 4. Hydraulic compaction by ponding orjetting will not be permitted. 5. Backfill material shall not be left in an uncompacted state at the close of a day's operation. 6. Prior to terminating work, the final layer of compacted fill, after compaction, shall be rolled with a smooth-wheel roller if necessary to eliminate ridges of soil left by tractors or trucks used for compaction. 7. As backfill progresses, the surface shall be graded such that no ponding of water shall occur on the surface of the fill. 8. Fill shall not be placed on snow, ice or soil that was permitted to freeze prior to compaction. These unsatisfactory materials shall be removed prior to fill placement. B. Equipment 1. Generally, equipment for compaction of foundation bearing surfaces shall be the largest equipment consistentwith space limitations of the work areas and the need to protect adjacent facilities. 2. Compaction of granular material adjacent to foundation walls, footings, piers, and in other confined areas shall be accomplished by means of a drum-type, power driven, hand-guided vibratory compactor, or by hand-guided vibratory plate tampers. 3. If the proposed method does not give the degree of compaction required, an alternate method shall be adopted until the required EARTHWORK 02300-11 E:Wocuments\T Wappinger W2014\W 1406 Mah Field PaWlior\pedficationMTech SpecsW300doc Town of Wappinger Martz Field Pavilion compaction is achieved. 4. The moisture content of backfill or fill material shall be adjusted, if necessary, to achieve the required degree of compaction. C. Inside Buildings 1. Fill placed within the building lines or outside the building lines, but below the bearing level of adjacent foundation elements shall be placed in layers 6 inches in thickness(measured prior to compaction) where hand-guided compaction equipment is used, and not exceeding 8 inches when self-propelled or tractor-drawn compaction equipment is used. 2. Under slabs on grade and backfill around structures and above footings, backfill shall be placed in 8-inch maximum layers. 3. This fill shall be compacted to at least 95 percent of the maximum dry density as determined by ASTM D1557. D. Outside Buildings 1. Backfill and fill placed outside the building lines and above the bearing level of adjacent foundation elements shall be placed in layers not exceeding 12 inches in thickness(measured prior to compaction)and shall be compacted to at least 90 percent of the maximum dry density as determined by ASTM D1557. E. Natural Subgrade 1. The natural subgrade for all structural components or pipes shall consist of firm undisturbed natural soil, at the grades shown on the Drawings. 2. After excavation to subgrade is completed, the subgrade shall be compacted. 3. Compaction shall be limited to that required to compact loose surface material and shall be terminated in the event that it causes disturbance to underlying fine-grained soils, as revealed by weaving or deflection of the subgrade under the compaction equipment. 4. If the subgrade soils consist of saturated fine or silty sands, silts, or clay, no compaction shall be applied. F. Minimum Compaction Requirements 1. Unless specified otherwise on the Contract Drawings or in these specifications, the degree of compaction specified for the various items listed in Table 1 shall be the minimum allowable. 2. Unless the Contractor can successfully demonstrate that his methods will produce the required degree of compaction, materials to be EARTHWORK 02300-12 Eadocuments\T Wappingena W2014=21406 Marg Reld Pavilion\Specific tionMTech Specs02300.tloc Town of Wappinger Martz Field Pavilion compacted shall be placed in layers not exceeding the uncompacted thicknesses listed in Table 1. 3. The Engineer may order in-place density tests to ascertain conformance with the compaction requirements shown on Table 1. 4. Tests may be ordered for every 200 cubic yards of fill or backfill placed or at 75 linear foot intervals of pipeline backfilled, or frequencies deemed necessary by the Engineer to reliably and consistently determine the general compaction level being achieved. 5. The Contractor shall dig test holes at no additional cost to the Owner when requested for the purpose of taking an in-place density test below the current fill level. 6. The Contractor shall provide free access to trenches and fill areas for the purpose of making such tests. Payment for these tests will be made by the Contractor, unless otherwise specified elsewhere in the Special Conditions section of the Specifications. 7. The Contractor shall anticipate time needed due to testing procedures and shall not have claims for extra compensation occasioned by such time. B. All laboratory moisture/density testing will be conducted in accordance with ASTM Standard D1557 (Modified Method D) and D698 (Standard). 9. Minimum field compaction requirements in Table 1 are expressed as a percentage of the maximum dry unit weight of the material compacted in this laboratory. TABLE 1 MINIMUM COMPACTION REQUIREMENTS Max. Minimum Uncompacted Compacti Per Type of Backfill Fill Layer on ASTM Thickness (Percent) Method (Inches) 1. Fill Beneath Structure 6 98 D1557 Foundation Elements - Hand- Guided Compaction 2. Fill Beneath Structure 8 98 D1557 Foundation Elements - Self- Propelled or Tractor-Drawn Compaction 3. Fill Under Slabs-On-Grade, and 8 95 D1557 Backfill Around Structures and Above Footings EARTHWORK 02300-13 E� ..m nWT Wappin,e W2014XW21406 Mare F.1d PaNWip pedfiwfip MUO$p .%02300.d.c Town of Wappinger Martz Field Pavilion TABLE 1 MINIMUM COMPACTION REQUIREMENTS Max. =(Percent) Method jUncompacted Type of Backfill Fill Layer Thickness (Inches) 4. Fill Under Pipelines and Pipe 8 95 D1557 Bedding 5. Pipe Sidefills and Top 4 Feet of 12 93 D1557 Trench Backfill Under Pavements 6. Cement-Gravel Trench Backfill - 95 D7557 7. Trench Backfill Under Lawns, 24 90 D698 Gardens and Cultivated Fields 8. Other Trench Backfill 36 85 D698 9. Fill Under Streets, Parking Lots 6 95 D1557 and Other Paved Areas 10. Embankments Not Supporting 18 90 D1557 Pavement or Structures 11. Rough Site Grading 24 85D698 3.13 BACKFILL FOR PIPE TRENCHES A. General 1. Pipe foundations, to a depth of 1 foot above the pipe, shall be placed in 12-inch layers and thoroughly compacted by approved mechanical methods to ensure firm bedding and side support. Refer to Table 1, nos. 4 and 5 for density requirements. 2. For plastic or polyethylene pipe materials, do not compact directly over pipe until two feet of cover has been installed. Compaction shall be applied on both sides of pipe as otherwise specified. Pipe foundations are specified in the appropriate specification sections covering underground piping. 3. When backfill reaches 1 foot above the top of the pipe, the entire surface shall be compacted by mechanical means except as provided above. 4. The remainder of the trench shall be backfilled and compacted in accordance with the subsection 3.13 above entitled Method of EARTHWORK 02300-14 E9documents\T W apdnger a W2014\W21406 Martz Field Pavilion\Specifications\Tech Sp..Q2300 do,, Town of Wappinger Martz Field Pavilion Compaction and by one of the following methods, depending on the nature of backfill material and location of trench. B. Method A (All paved areas including driveways, parking areas, walks, etc.) 1. Backfill material shall be placed in layers not exceeding 12 inches thick and each layer thoroughly compacted with a backhoe mounted hydraulic or vibratory tamper, up to 4 feet under pavement (below bottom of pavement base). The upper 4 feet shall be compacted using hand-guided or small self-propelled vibratory or static rollers or pads in layers not exceeding 12 inches in thickness. Refer to Table 1, No. 5 and No. 6 for density requirements. C. Method B (For lawns, cultivated fields, gardens and non-paved areas where minimum subsequent settlement is required.) 1. Refer to Table 1, No. 7 for density requirements. Top of backfill shall be compacted by mechanical means and surface maintained prior to topsoil installation, fine grading, and seeding. Regrade and reseed if required to maintain grade within guarantee period. 3.14 BACKFILL FOR STRUCTURES A. Backfill shall be placed in layers not exceeding 6-inches thick and thoroughly compacted by mechanical means. B. In addition, where pipelines or conduits are to be placed in structure backfill, all backfill under the pipes shall be Type F crushed stone unless a specific method of supporting such pipes is specified. 3.15 BACKFILL FOR EMBANKMENTS AND FILLS A. General 1. Embankment areas shall be cleared and grubbed prior to initiating fill operations. 2. Embankments shall be formed of satisfactory materials placed in successive layers, approximately horizontal, of not more than 12 inches in loose depth for the full width of the embankment. 3. All materials placed in constructing the embankment shall be free of organic matter, leaves,grass, roots, and other objectionable material. 4. At all times the Contractor shall slope the embankment to provide surface drainage. 5. The materials placed in the layers shall be of the proper moisture content to obtain the prescribed compaction. 6. Wetting ordrying of the material to secure a uniform moisture content EARTHWORK 02300-15 E:Wocuments\T WappingeV W2014\W214M Martz Fiek Pavilion\Spedcations\Tech SpmW2300.Eoc Town of Wappinger Martz Field Pavilion throughout the layer may be required. 7. Generally, to obtain compaction, water content shall be between 1 percent over optimum to 2 percent under optimum. B. Compaction 1. Rolling operations shall be continued until the embankment is compacted to the density as specified in the subsection 3.13 above entitled Method of Compaction. 2. Any areas inaccessible to rollers shall be compacted by mechanical tampers. 3. In the construction of embankments, starting layers shall be placed in the deepest portion of the fill, and as placement progresses, layers shall be constructed approximately horizontal, maintaining drainage and keying layers into adjoining slopes. 4. The compaction equipment shall be of such design, weight and quantity as to obtain the required density. 3.16 GRADING A. After the completion of all fill and backfill operations, the Contractor shall grade the site to the lines, grades and elevations shown on the Drawings, taking into account anysubsequent site restoration and paving requirements. B. Finish grading shall not be done until the installation of all underground utilities, sewers, etc., have been completed. 3.17 EXISTING FACILITIES A. General 1. Some of the existing subsurface facilities likely to be encountered during construction of the work, or located in such close proximity to the work to be done under the Contract as to require special precautions and methods for their protection are indicated on the Drawings. 2. These facilities include buildings,tanks, sewers, drains,water mains, conduits and their appurtenances. 3. However, the sizes, locations, and heights or depths indicated are only approximately correct and the Contractor shall conduct his operations with caution and satisfy himself as to the accuracy of the information given. 4. He shall not claim norshall he be entitled to receive compensation for damages sustained by reason of the inaccuracy of the information given or by reason of his failure to properly maintain and support such structures. EARTHWORK 02300-16 E.%documents)Wappingel W201a\W21406 Martz Field Pavilion\Spemficationa\Tech Spece102300 doc Town of Wappinger Martz Field Pavilion 5. There may be othersubsurface facilities,the existence and/or location of which are not known, such as individual water and gas services, electrical conduits, telephone, storm drains, etc. 6. The Contractor shall consult with the owners of such facilities and, if possible, shall determine, priorto construction,the location and depth of any such facilities which may exist in the area to be excavated. 7. If underground facilities are known to exist in an area but their location is uncertain, the Contractor shall exercise reasonable care in his excavation technique to avoid damage to them. B. Notification and Protection Procedures 1. Except where superseded by state or local regulations, or in the absence of any application regulations, the Contractor shall, as a minimum, include the following procedures in his operations: a. Prior to Excavating or Blasting 1. Determine correct field location of all nearby underground facilities to arrange for the owner of the utilities to locate them. 2. Notify owners of nearby underground facilities when excavating or blasting is to take place, allowing them reasonable time to institute precautionary procedures or preventive measures which they deem necessary for protection of their facilities. 3. In cooperation with owners of nearby facilities, provide temporary support and protection of those underground facilities which may be especially vulnerable to damage by virtue of their physical condition or location, or those which could create hazardous conditions if damaged. b. Immediately notify any utility owner of any damage to his underground facilities resulting from the Contractor's operations, and arrange for repairs to be made as soon as possible, as coordinated with the owners of the damaged utilities and as reviewed with the Engineer. C. In case of an electrical short, or escape of gas or hazardous fluids (resulting from damage to an underground facility), immediately notify the Fire Department and all persons who might be endangered and assist in evacuation of people from the area. C. Support of Existing Facilities 1. Existing facilities encountered within an excavated area shall be adequately supported, blocked and/or braced in a manner approved by the owner of the facility. 2. If required by the owner of such facility, such supports shall be left in EARTHWORK 02300-17 E:WocumentsR WappingeP W2014M21406 Martz Field Pavilion%Spedtm ions\Tech,SpemM300.doc Town of Wappinger Martz Field Pavilion place to the extent required. Backfilling and compaction under and around the facilities shall be accomplished with extreme caution so as not to disturb or damage the facility or its supports, and so as to prevent future settlement and possible rupture of the facilities. 3. Existing facilities removed by the Contractor in lieu of support of such facilities shall be replaced at the Contractors cost. D. Relocation of Existing Facilities (Except as Otherwise Provided) 1. Should the location or position of any gas or water pipe, public or private sewer or drain, conduit or other structure be such as, in the opinion of the Engineer, to require its removal, realignment or change, such alteration shall be without the cost to the Contractor for the work of removal, realignment, or change only; however, such structure shall be uncovered and supported or sustained by the Contractor at his own cost and expense before such removal or before and after such realignment or changes, as constituting part of his contract. 2. The Contractor shall not become entitled to claim any damages or extra compensation for or on account of the presence of such structures or on account of any delay due to removal or rearrangement of the same, but the Contractor shall be entitled to such an extension of time for the completion of the work as the Engineershall decide that the work has been delayed by the removal, realignment or change of such obstruction. E. Specific Protection of Water Mains 1. Where a minimum 10-foot horizontal separation ora minimum 18-inch vertical separation (bottom of water pipe to top of sewer pipe) cannot be maintained between a water main and a sewer line,the sewer line shall be constructed of pressure type joints of ductile iron pipe, and shall be pressure tested to 100 psi to assure water tightness. F. New York State Requirements 1. If this project is located in New York State, The Contractor shall comply with the applicable requirements of Industrial Code Rule 53 issued by the New York State Department of Labor (as amended), entitled "Construction, Excavation and Demolition Operations At or Near Underground Facilities." G. Pad/Protect Existing Paved Areas and Road Surfaces 1. If Contractor supervised, owned and/or operated tracked excavating machines are used on, near or over existing paved areas and/or road surfaces, then planking or other appropriate padding must be utilized EARTHWORK 02300-18 E WocumenWT Wappingene W201e\W21406 Marg Field Pavillon\Spedite ions\Tech Spew\023004oc Town of Wappinger Martz Field Pavilion by the Contractor to distribute the load over a large section of pavement. 2. All paved areas and/or road surfaces that are damaged or destroyed due to the Contractor's actions shall be properly and promptly restored. All such restoration shall be carried out in accordance with the Contract Documents, to the satisfaction of the Owner and at no cost to the Owner. END OF SECTION EARTHWORK 02300-19 E Wowmen[s\T Wappinger W2014IW214M Mar¢Field PaN1i0MSpecifiwdions\Tech Specs\02300doc Town of Wappinger Martz Field Pavilion SECTION 02800 SITE RESTORATION/EROSION AND SEDIMENT CONTROL PART 1 - GENERAL 1.01 RESPONSIBILITY A. Assume responsibility for the temporary control of soil erosion and water pollution resulting from performance of the work of this contract. B. In the event of conflict between these specifications and regulation of other Federal, State, or local jurisdictions, the more restrictive regulations shall apply. 1.02 DESCRIPTION A. This Section specifies erosion and sediment control measures in addition to restoration of the site. B. The Contractor shall restore the project site to the same condition he found it before commencing his operations or, he shall modify and develop the site to the finished conditions shown on the Contract Drawings. C. The Contractor shall be responsible for removal of debris,embankments, fill material, rough grading, and similar preliminary work as required by the Engineer and the Owner. 1.03 AUTHORITY A. The Owners Representative has the authority to limit the surface area of erodible earth exposed by earthwork operations and to direct the Contractor to provide immediate temporary or permanent erosion or pollution control measures to minimize damage to property and contamination of watercourses and water impoundments. 1.04 QUALITY ASSURANCE A. Codes and Standards 1. New York Guidelines for Urban Erosion and Sediment Control. (United States Department of Agriculture - Soil Conservation Service, October 1991) SITE RESTORATION/EROSION AND SEDIMENT CONTROL 02800-1 Etdocumenws r Wappinger W2014NW21406 Martz Field Pavilion\Specifications\Tech SpeaW2800.doc Town of Wappinger Martz Field Pavilion 1.05 SUBMITTALS A. Provide the following information in accordance with Article 15 of the General Conditions: 1. Silt fence information. 1.06 RELATED SECTIONS A. Section 02220 - Earthwork. B. Section 02911- Topsoil C. Section 02921- Seeding PART 2 - EXECUTION 2.01 AREAS AND FEATURES TO BE RESTORED A. All areas, including natural and artificial features occurring thereon,which are damaged or disturbed by the Contractor's operations, shall be restored, repaired or replaced to the same or superior condition which existed prior to construction unless otherwise shown on the Contract Drawings. B. Grassed or lawn areas shall be dressed with topsoil, raked, fertilized, seeded, mulched, and maintained as specified in later part. C. Walls, terraces, fences, ditches, drains, culverts, roadways, drives, posts, patios, sidewalks, outdoor recreational equipment, garden decorations and appurtenances, small structures, and all other artificial features shall be repaired, restored or replaced to the same or superior condition which existed prior to construction. 2.02 AREAS TO BE DEVELOPED A. When the project site is to be modified and developed to meet new conditions, the Contractor shall perform fine grading, topsoiling, fertilizing, seedlings, planting, mulching and maintenance of areas, all in accordance with the Contract Drawings and as specified herein. B. Unless shown otherwise on the Contract Drawings, the entire unpaved area within the grading limits and within the overall areas excavated and backfilled shall be so developed. C. New landscaping work and artificial features, if any, are shown on the Drawings and specified elsewhere. SITE RESTORATION/EROSION AND SEDIMENT CONTROL 02800-2 E'Wocumems\T Wappingeia W2014\W21486 Mar Field Pavilion pecificefions\TeU SpemW28H,doc Town of Wappinger Martz Field Pavilion 2.03 FINE GRADING A. Areas requiring topsoil shall be fine graded to within 4 inches of finished grade to provide a minimum compacted thickness of inches of topsoil at all locations. All such areas, whether in cut or fill, shall be raked to a depth of 1 inch, be parallel to finished grade as shown or required, and shall be free of all stones, roots, rubbish, and other deleterious material. 2.04 TOPSOILING A. See section 02911-Topsoil 2.05 FERTILIZING, SEEDING, MULCH A. See section 02921- Seeding 2.06 PLANTING A. The Contractor shall reestablish all existing cultivated or landscape items, trees, shrubs, vines and ground covers as practicable. He shall provide additional or modify existing vegetation, as shown on the Drawings. Existing trees, plants, shrubs, saplings, ground cover,vines,etc.,which are disturbed or damaged by the Contractor's operations shall be replaced with new plant materials. B. All new plant materials which are to replace existing plant materials shall be of same genus and species as the original, and shall be placed in the same location as the item being replaced. The size of the new plant material shall, if practical, match that of the item being replaced, consistent with normally available sizes from nursery stock. Depending on the size and type of material, and when ordered bythe Engineer, guywires, stakes, anchors and wrappings shall be furnished and installed in a proper manner to brace and protect the plant. The Contractor shall, as soon as practicable, water and maintain all reestablished, replaced or disturbed plant material that fails to respond properly within the one-year guarantee period shall be replaced as specified above at the Contractor's expense. Classifications of plants, dimensions, planting procedures, etc., shall conform to ANSI Standard Z- 60.1, "Nursery Stock". C. New plant materials, which are not replacing existing plants, shall be the species, variety, and number indicated on the Drawings. Durable, legible labels with the scientific names shall be securely attached to the plants. Prior to delivery, the trunk, branches, and foliage of the plants shall be sprayed with non-toxic antidesicant applied according to the manufacturers recommendations. SITE RESTORATION/EROSION AND SEDIMENT CONTROL 02800-3 E\decuments\T Wapping,,Aa W2014\W21406 Marti Field Pavilion%Specirir bons\Tech Specs\02800 doc Town of Wappinger Martz Field Pavilion Evergreen trees and shrubs shall be planted between April 1 to June 1 and September 1 to November 15. Deciduous trees and shrubs shall be planted between April 1 to June 1 and October 15 to December 15. New plants shall be located where indicated on the Drawings. All plant beds shall be cultivated to a depth of 8 inches and raked to remove sod clumps, weeds, stones and other foreign material exceeding two inches in diameter. Install plants in general accordance with Attachment C to these specifications. Water plants immediately after installation approximately 5 to 10 gallons for shrubs and 20 to 30 gallons for trees. 2.07 RESTORATION OF UNCULTIVATED LANDS A. Unless otherwise shown on the Drawings or required by these Specifications, areas of uncultivated land shall be restored as follows. The disturbed surfaces shall be rough-graded to the original elevations (plus or minus 1 inch) and general appearance which existed prior to construction (or to the new elevations and grades which are required), all debris, loose stones over 1 inch, boulders, etc., being removed in the process. The surface shall then be restored in accordance with the"Standard Specifications for Critical Area Seedings"as included within the New York Guidelines for Urban Erosion and Sediment Control. A copy of this Standard Specification is provided as Attachment B to this Materials and Performance Section. Provide anchored mulching (Part 2.07) as required for slopes greater than 15 percent. 2.08 SLOPE STABILIZATION AND REVEGETATION A. It is the intent of this specification to require restoration and stabilization of sloped areas to approximate grade as exists prior to construction and to the contours/side slope as indicated on the Contract Drawings and where topsoil and seeding are required. Where specific contours are not called out, the site slope is to be graded such that all depressions and earth protrusions are filled or removed and the finished slope is relatively uniform. Exposed rock need not be removed nor covered with topsoil; Erosion Control Revegetation Mat(as specified below)shall be trimmed around such rock and the exposed portion removed. B. Sloped areas shall be topsoiled, fertilized, seeded, and maintained as specified elsewhere in this section. C. Sloped areas greater than 3:1 (horizontal:vertical) shall be protected by installing an Erosion Control/Revegetation Mat (ECRM). ECRM shall be Miramat 1000 as manufactured by Mirafi, Inc., Charlotte, North Carolina, or equal. Installation should proceed according to the manufacturer's SITE RESTORATION/EROSION AND SEDIMENT CONTROL 02800-4 E'Woc mens\T Wappinger W2014\W21406 Mm2 Field PaWllonZwdfications\Tech SpemT2800,doc Town of Wappinger Martz Field Pavilion recommended techniques, and must include these minimum procedures: a) ECRM burial into trenches at terminal ends and installation perimeter, b) ECRM length direction of panels parallel to water flow, c) ECRM overlap between adjacent, parallel panels, and d) ground fastening with metal pins, staples, or wooden stakes at least every 8 feet. 2.09 STABILIZED CONSTRUCTION ENTRANCE A. Stabilized construction entrances shall be provided at all construction site traffic entrance/exit points, as specified in the Standard Specifications For Stabilized Construction Entrance included in the New York Guidelines for Urban Erosion and Sediment Control. The Contractor's actual plans to enter and exit the construction site may require additional installations; these will be provided as required to provide complete site access coverage, at no cost to the Owner. B. The stabilized construction entrances shall be provided prior to any activity on the site; maintained throughout construction and removed, and area restored, following construction, unless incorporated as part of the work. 2.10 SILT FENCES A. Silt fences, as specified in the Standard Specifications for Silt Fence included in the New York Guidelines for Urban Erosion and Sediment Control, shall be installed and maintained to control and prevent sediment movement. Required locations for these fences will include the following: 1. All areas downgradient of the construction site. 2. Steeply sloped areas as required. 3. Other areas as shown on the Contract Drawings. B. Silt fences shall be installed prior to site disturbance that requires such protection, and maintained throughout the period of disturbance. C. Silt fences shall be removed following establishment of sufficient vegetation to control and prevent erosion. 2.11 DUST CONTROL A. Activities on this Project may create dust from traffic and dry weather conditions. Duct control shall be provided to prevent dust throughout the project in accordance with the Standard Specifications for Dust Control included in the New York Guidelines for Urban Erosion and Sediment Control. SITE RESTORATION/EROSION AND SEDIMENT CONTROL 02800-5 E:\ Ocuments\T Wappingerla W20141W21406 Ma=Field PavhOMSpecifca[ions\Tech Specs\02800 doc Town of Wappinger Martz Field Pavilion 2.12 RESTORATION SCHEDULE A. It is the intent ofthis Materials and Performance Section to require vegetative restoration on all disturbed areas of earth, in which are disturbed as a result of this Contract, immediately following site disturbance requiring such restoration. This vegetative cover may consist of permanent restoration as specified, or alternative temporary cover in accordance with the New York Guidelines for Urban Erosion and Sediment Control. In the event temporary cover is provided, all requirements for permanent restoration will still apply. END OF SECTION SITE RESTORATION/EROSION AND SEDIMENT CONTROL 02800-6 E9documentMT WappingeP W2014\W21406 Mach Field PavAion\pedficationsUeU Sp w02800 doc Town of Wappinger Martz Field Pavilion SECTION 02911 — TOPSOIL PART 1 - GENERAL 1.01 SUBMITTALS A. Samples: 1. Topsoil for Testing: In the presence of the Owner's Representative, take a 5 Ib sample from each 1000 cu yds of topsoil to be used on the project. Complete a Topsoil Sample Information Form for each sample. Ship samples and forms (original and 2 copies) to Cornell University Labs. NOTE: Shipping bags, Topsoil Sample Information forms and field sample designation numbers will be furnished by the Owner's Representative. Costs and fees associated with soil testing shall be the responsibility of the Contractor. 1.02 QUALITY ASSURANCE A. Topsoil used on this project shall be tested, and approved before placement. B. Secure approval before stopping topsoil from a borrow area or delivering topsoil to the project site. PART 2 - PRODUCTS 2.01 TOPSOIL A. Source: Provide topsoil from existing stockpiles stripped from the project site and approved by the Owner's Representative. Provide additional supplemental topsoil from off-site sources, as required. B. Off-Site Source: Provide topsoil from areas from which no topsoil has been taken previously and from areas which are producing, or have produced fair to good yield farm crops without unusual fertilization for a minimum period of 10 years, or from arable or cultivable areas supplied with good normal drainage. TOPSOIL 02911 - 1 E'\documents\T Wappinger\a W2014\W21406 Martz Field Pavilion\Specifications\Tech Specs\02911.doc Town of Wappinger Martz Field Pavilion C. Provide topsoil conforming to the following: 1. Original loam topsoil, well drained homogeneous texture and of uniform grade, without the admixture of subsoil material and entirely free of dense material, hardpan, sod, or any other objectionable foreign material. 2. Containing not less than 12 percent nor more than 20 percent organic matter in that portion of a sample passing a 1/4 inch sieve when determined by the wet combustion method on a sample dried at 105 degrees C. 3. Containing a Ph value within the range of 4.5 to 7 on that portion of the sample which passes a 1/4 inch sieve. 4. Containing the following gradations: SIEVE DESIGNATION PERCENT PASSING 1 inch 100 1/4 inch 97 - 100 No. 200 20 - 65 of the 1/4 inch sieve 2.02 LIMESTONE A. Provide ground limestone in the producer's standard bags containing not less than 90 percent of calcium and magnesium carbonates equivalent to not less than 45 percent of the mixed oxides of calcium and magnesium and conforming to the following gradations: SIEVE DESIGNATION PERCENT PASSING No. 100 150 - 100 No. 20 100 PART 3 - EXECUTION 3.01 PREPARATION A. Grub out and remove all vegetation in the area of the approved topsoil source. 3.02 SPREADING TOPSOIL A. Perform topsoil spreading operations only during dry weather. TOPSOIL 02911 - 2 E:Wocuments\T Wappinger\a W2014\W21406 Martz Field Pavilion\Spec cations\Tech Specs\02911.doc Town of Wappinger Martz Field Pavilion B. To insure a proper bond with the topsoil, harrow or otherwise loosen the subgrade to a depth of 3 inches before spreading topsoil. C. Spread topsoil directly upon prepared subgrade to a minimum depth measuring 4 inches after natural settlement in areas to be seeded. In Smooth out unsightly variations, bumps, ridges, and depressions which will hold water. Remove stones, litter, or other objectionable material. Finished surfaces shall conform to the contour lines and elevations indicated on the drawings or fixed by the Owner's Representative. 3.03 SPREADING LIMESTONE A. Spread ground limestone evenly over the topsoiled surface. Incorporate limestone within the top 2 inches of soil prior to finish raking. B. Apply limestone at the following rate per 1000 sq ft of topsoil area, corresponding to the hydrogen ion concentration (Ph) shown by the soil chemical analysis: =6.8 RATE (pounds) 150 100 50 25 0 END OF SECTION TOPSOIL 02911 3 Eidocuments7 Wappinger\a W2014\W21406 Martz Field PaviliomSpecifications\Tech Specs\02911.doc Town of Wappinger Martz Field Pavilion SECTION 02921 SEEDING PART 1 - GENERAL 1.01 SUBMITTALS A. Product Data: Hydro Mulch: Manufacturer's specifications and application rate. B. Sample: One pound of seed in vendor's unopened package with label and seed analysis. 1.02 QUALITY ASSURANCE A. Field Examples: Seed samples will be taken by the Owner's Representative 30 days before sowing is tested. Test analysis will indicate species, purity, percent of germination, and weed content. Results will be sent directly to the Owner for acceptance or rejection based on these tests. The Contractor shall pay all expenses incurred for testing. 1.03 DELIVERY STORAGE AND HANDLING A. Deliver fertilizer in manufacturer's standard size bags or cartons showing weight, analysis, and the name of the manufacturer. Store as approved by Owner's Representative. B. Store all seed at the site in a cool dry place as approved by the Owner's Representative. Replace any seed damaged during storage. C. Deliver seeds, 30 days in advance of anticipated use, in vendor's unopened packages bearing labels showing vendor's name and seed analysis by weight. 1.04 SCHEDULING A. Time For Seeding: Sow grass seed between March 15th and May 15th or between August 15th and October 1st, except as otherwise approved in writing by the Owner. SEEDING 02921 - 1 E:\documents\T Wappinger\a W2014\W21406 Martz Field Pavilion\Specifications\Tech Specs\02921.doc Town of Wappinger Martz Field Pavilion PART 2 - PRODUCTS 2.01 FERTILIZER A. Fertilizer: Commercial (5-10-5) inorganic, or organic, containing not less than 5 percent nitrogen, 10 percent available phosphoric acid and 5 percent water soluble potash. B. Other fertilizers with a 1-2-1 ratio such as 10-20-10 or 6-12-6 may be substituted for above. 2.02 SEED A. Furnish fresh, clean, new-crop seed mixed in the proportions specified for species and variety, and conforming to Federal and State Standards. B. Acceptable material in a seed mixture other than pure live seed consists of nonviable seed, chaff, hulls, live seed of crop plants and inert matter. The percentage of weed seed shall not exceed 0.1 percent by weight. C. All seed will be rejected if the label or test analysis indicates any of the following contaminates: Timothy, Orchard Grass, Sheep Fescue, Meadow Fescue, Canada Blue Grass, Alta Fescue, Kentucky 31 Fescue, and Bent Grass. D. Provide the following seed mixture: STANDARD MIXTURE AMOUNT BY WEIGHT IN SPECIES OR VARIETY PERCENTAGE MIXTURE PURITY GERMINATION KENTUCKY 55 PERCENT BLUEGRASS 95 80 PERCENT MIN BLEND " PERCENT 25 PERCENT RED FESCUE 97 80 PERCENT (MIN) PERCENT 20 PERCENT PERENNIAL RYE *' 98 85 PERCENT (MAX) PERCENT 100 PERCENT SEEDING 02921 - 2 E.\documents\T Wappinger\a W2014\W21406 Martz Field Pavilion\Specifications\Tech Specs\02921.doc Town of Wappinger Martz Field Pavilion *Approximately equal proportions of 2 or more improved Bluegrass varieties as listed in the Cornell Recommendations for Turfgrass. **One or more of the improved Ryegrass varieties as listed in the Cornell Recommendations for Turfgrass. 2.03 MULCH A. Dry Application, Straw: Stalks of oats, wheat, rye or other approved crops which are free of noxious weed seeds. Weight shall be based on a 15 percent moisture content. B. Hydro Application: Colored wood cellulose fiber product specifically designed for use as a hydro-mechanical applied mulch. Acceptable Product: Conwed Hydro Mulch, Conwed Fibers, 231 4th Street SW, Hickory, NC. C. Jute Mesh: Heavy jute erosion cloth in rolls 225'-0" long by 48 inches wide as supplied by Jute Products, Inc., South 5th Street, Brooklyn, NY. 1. Wire Staples: Twelve inch lengths of No. 11 gage wire bent to form a "U", or other wire staples as approved by the Owner's Representative. PART 3 - EXECUTION 3.01 PREPARATION A. Seed Bed: Scarify soil to a depth of 2 inches in compacted areas. Smooth out unsightly variations, bumps, ridges, and depressions which will hold water. Remove stones, litter, or other objectionable material. 1. Obtain written approval of seed bed from the Owner's Representative before commencing seeding operations. 3.02 FERTILIZING A. Apply 5-10-5 fertilizer evenly at the rate of 40 pounds per 1000 sq ft or 2 pounds of nitrogen per 1000 sq ft. 3.03 SEEDING A. Assume all risks when seed is sowed before approval of seed analysis. B. Do not seed when the wind velocity exceeds 5 miles per hour. SEEDING 02921 - 3 E:\documents\T Wappinger\a W2014\W21406 Martz Field Pavilion\Specifications\Tech Specs\02921.doc Town of Wappinger Martz Field Pavilion C. Application Rate: 1. Standard Mixture: 3 pounds per 1000 sq ft. 2. Special Mixture: 5 pounds per 1000 sq ft. D. Dry Application: Sow seed evenly by hand or seed spreader on dry or moderately dry soil. E. Hydroseeding: 1. Apply seeding materials with an approved hydroseeder. 2. Fill tank with water and agitate while adding seeding materials. Use sufficient fertilizer, mulch, and seed to obtain the specified application rate. Add seed to the tank after the fertilizer and mulch have been added. Maintain constant agitation to keep contents in homogeneous suspension. Prolonged delays in application or agitation that may be injurious to the seed will be the basis of rejection of material remaining in tank. 3. Distribute uniformly a slurry mixture of water, seed, fertilizer, and mulch at a minimum rate of 57 gallons per 1000 sq ft (2500 gallons per acre). The Owner's Representative may order the amount of water increased if distribution of seeding materials is not uniform. 3.04 MULCHING A. Dry Application: Within 3 days after seeding, cover the seeded areas with a uniform blanket of straw mulch at the rate of 100 pounds per 1000 sq ft of seeded area. B. Hydro Application: Apply approved mulch in accordance with the manufacturer's written instructions and recommended rates of application. C. Dry Application, Jute Mesh: Within 3 days after seeding, cover sloped areas with a uniform blanket of jute mesh. Securely fasten jute mesh to slope with wire staples spaced 2 feet on center. Do not apply straw mulch over jute mesh. 3.05 LAWN ESTABLISHMENT A. Maintain the grass at heights between 1-1/2 inches and 2-1/2 inches and include a minimum of 4 mowings. B. Water and protect all seeded areas until final acceptance of the lawn. Contractor shall water all seeded areas once per week to provide a minimum coverage of/<" of water over the entire area. SEEDING 02921 - 4 E.\documents\T Wappinger�a W2014\W21406 Martz Field PavilioMSpecifications\Tech Specs\02921.doc Town of Wappinger Martz Field Pavilion 3.06 FINAL ACCEPTANCE A. Final acceptance of lawn areas will be granted when a uniform stand of acceptable grass is obtained, with a minimum of 95 percent coverage. Portions of the lawn areas may be accepted at various times at the discretion of the Owner's Representative. B. Unacceptable lawn areas, dry application: Reseed as specified and fertilized at one-half the specified rate. C. Unacceptable lawn areas, hydro application: Reseed, fertilize, and mulch at one-half the specified rate, use full water rate. D. Once accepted, the Owner will assume all maintenance responsibilities. END OF SECTION SEEDING 02921 - 5 E:\documents\T Wappinger\a W2014\W21406 Martz Field Pavilion\Specifications\Tech Specs\02921.doc Town of Wappinger Martz Field Pavilion SECTION 03001 CONCRETE PART 1 -GENERAL 1.01 DESCRIPTION A. Work Included 1. All labor, materials, services and equipment necessary for furnishing and installing all cast-in-place concrete required forthe completion of the work. B. Related Work Specified Elsewhere 1. Section: 02223- Select Fill Materials 2. Section: 02300- Earthwork 3. Section: 03100- Concrete Formwork. 4. Section: 03200- Concrete Reinforcement. 5. Section: 03251- Joints for Concrete. 1.02 SUBMITTALS A. Test results for aggregates, water and field tests. B. Mill test certificates and test reports for cement indicating compliance with these specifications. C. Concrete mix designs for all classes and types of concrete to be used in the work. D. Proposed methods of concrete curing. E. Manufacturers' literature for admixtures, curing compounds,sealers, surface hardeners, etc. F. Name and location of concrete supplier. 1.03 QUALITY ASSURANCE A. Perform work in accordance with ACI 301 Specification of Structural Concrete for Buildings. B. American Association of State Highway and Transportation Officials (AASHTO). CONCRETE 03001-1 E\documentMT W appinger\e W2014\W21406 Marg Field Pavilion\Speafiutioi,MTech Spec 03001 doc Town of Wappinger Martz Field Pavilion C. Standard specifications, New York State Department of Transportation (NYSDOT). D. In each case the latest revision shall apply. 1.04 SOURCE QUALITY CONTROL A. Portland Cement - Mill test certificates identifying chemical and physical analysis. B. Aggregates - Perform tests by an approved independent testing laboratory, prior to use, to show compliance with these specifications: 1. Such tests which have been made within six months prior to the use of the aggregates will be acceptable. 2. Gradation tests shall be performed at the point of use. 3. The source of the material shall not be changed without retesting. 4. All aggregates shall be tested for compliance with the specifications at a minimum of one year intervals during the course of the work. 5. Coarse aggregates shall be obtained from a NYSDOT approved operating source. 1.05 TESTS AND INSPECTIONS A. All required field and laboratory tests shall be at the Contractors expense. Should any additional tests be necessary due to inadequate test results(i.e., core testing, load testing, etc.), the Contractor shall also be responsible for the cost. The contractor shall use only an approved commercial testing laboratory. B. The Contractor shall provide facilities necessary to obtain and handle representative samples of materials to be tested and shall furnish all necessary cooperation and assistance as requested by the Engineer. The Contractor shall provide sufficient notification to the testing laboratory and shall plan and schedule his operations to allow adequate time for all required testing and inspection. C. The testing laboratory shall be responsible to the Engineer for the field control of all concrete and may reject batches for high slump, uncontrolled air entrainment or delays. Written reports shall be issued immediately after the testing is complete. However, if at any time the results are questionable, the Engineer shall be notified immediately so that corrective steps may be taken. All tests and reports submitted for review shall be only for those specific items used in the work. One copy of the test reports shall be submitted directly to the Engineer by the testing laboratory for review. CONCRETE 03001-2 EWowments\T WappingeP W2014XW21406 Mail Field Pavilion\Speafiotions\Tech Specs\=01.6 c Town of Wappinger Martz Field Pavilion D. The criteria for the acceptance of concrete shall be as detailed in ACI 318, Chapter 4, and include the following tests: 1. Concrete Test Cylinders a. During the progress of the work, a set of six 6" x 12"cylinders shall be made for each 50 cubic yards of concrete placed, or fraction thereof, of each class of concrete placed each day. These cylinders shall be made up and cured in accordance with ASTM C31 and shall be tested in accordance with ASTM C39. The following schedule shall be used in the testing procedure: i. Two shall be tested at seven days. ii. Two shall be tested at twenty-eight days. iii. The remaining two shall be tested at forty days or as directed by the Engineer. b. The making, pick-up and curing of the cylinders shall be the responsibility of the testing laboratory, but the Contractor shall cooperate in protecting the cylinders and in notifying the testing lab of scheduled pours. C. The report shall indicate the mix proportions,air content,water content, slump, batching time, placing time and a detailed description where the tested concrete was placed in the structure. All items shall be completely filled in on each test report. 2. Slump Tests a. Slump tests shall be made of each batch and/or as frequently as directed. Tests shall be made in accordance with the requirements of ASTM C143. 3. Air Content Tests a. Air content tests shall be made each time slump tests are taken of concrete required to be air entrained. Tests shall be made in accordance with ASTM C173 (Volumetric Method) or ASTM C231 (Pressure Method). 4. Portland Cement a. Cement stored at the job site or in storage at the concrete suppliers plant for over 60 days shall be subjected to complete tests to determine compliance with ASTM C150. 5. Fine Aggregate a. Tests shall be performed as outlined in the ASTM Specification C33, "Methods of Sampling and Testing". Soundness of the aggregate shall conform to the following: I. Sodium Sulfate: Maximum 7 percent loss ii. Magnesium Sulfate: Maximum 15 percent loss b. Organic impurities shall not be allowed. Sand exhibiting a color darker than the referenced color shall be rejected. CONCRETE 03001-3 E:Wocuments\T WappingeLa W2014\W21406 Marx Field Pavillon\Speci0catil SpemM001 Loc Town of Wappinger Martz Field Pavilion 6. Coarse Aggregate a. Tests shall be in accordance with ASTM C33 and as required by NYSDOT Specification 703.02. 7. Water a. Questionable sources of water, as determined by the Engineer, shall be tested in accordance with AASHTO T26 and ACI 301. PART 2 - PRODUCTS 2.01 CONCRETE MATERIALS A. Cement 1. Conform to ASTM C150 Type II. 2. Tricalcium aluminate (C3A) shall be limited to a maximum of 7 percent. Use only approved brands without change for the entire project. 3. Cement used throughout the entire project shall be uniform in color so as not to detract from the appearance of the exposed concrete. B. Fine Aggregates 1 . Natural sand in conformance with ASTM C33. C. Coarse Aggregates 1. Crushed gravel or crushed stone meeting the requirements of ASTM C33 and NYSDOT specification 703.02. Gradation shall conform to the Table 703-4 of the NYSDOT specification with the maximum size aggregate for various types of work as follows: 2. Floor Toppings a. For bond beam fill, use No. to size with not more than 10 percent passing a #4 sieve. 3. Use No. 1 size for: a. slabs less than 7 inches in depth; b. beams, girders and columns less that 12 inches in width; and C. concrete piles and other structural concrete where restrictions within concrete are 2 inches or less. 4. General work having a cross-sectional dimension of 12 inches or greater, use a mixture of No. 1 size and No. 2 size conforming to the following gradation: CONCRETE 03001-4 E bocumeMs\T Wappinger W2014\W21406 Martz FmId PaWhon\Speufioalions\Tech SpeaW3001.doc Town of Wappinger Martz Field Pavilion Primary Size Percent Passing 1-1/2" 100 1PI 90-100 3/4" 60-90 1/2" 22-50 1/4" 0-6 D. Water 1. Mixing water shall be clear and free from deleterious amounts of oil, acid, alkali, organic matter, and other substances. Water from an unpotable water source must be approved by the Engineer prior to use. 2.02 ADMIXTURES A. Calcium chloride or admixtures containing more that .1 percent chloride ions are not permitted. Written conformance of the chloride ion content will be required from the admixture manufacturer prior to mix design review. 1. Water Reducing Admixture a. The admixture shall conform to ASTM C494, Type A, and shall not contain more chloride ions than are present in municipal drinking water. The following are approved: i. "EUCON WR-75" by the Euclid Chemical Company ii. "Pozzolith 200N" by Master Builders iii. "Plastocrete 160" by the Sika Chemical Company 2. High Range Water Reducing Admixture (Superplasticizer) a. The admixture shall conform to ASTM C494,Type F or G and shall not contain more chloride ions than are present in municipal drinking water. The following are approved: i. "EUCON 37" by the Euclid Chemical Company ii. "Sikament" by the Sika Chemical Company 3. Retarding Water Reducing Admixture a. The admixture shall conform to ASTM C494, Type D, and shall not contain more chloride ions than are present in municipal drinking water. The following are approved: i. "EUCON Retarder 75" by the Euclid Chemical Company ii. "Datatard HC" by W.R. Grace iii. "Plastiment" by the Sika Chemical Company 4. Non-chloride Accelerator a. The admixture shall conform to ASTM C494, Type C or E, and shall not contain more chloride ions than are present in the municipal drinking water. The following are approved: i. "Accelguard 80" by the Euclid Chemical Company ii. "Darex Set Accelerator" by W.R. Grace CONCRETE 03001-5 E\ ocuments\T Wappingene W2014\W21406 Mam Field Pavilion\Specifications\Tech Specs\0300tCoc Town of Wappinger Martz Field Pavilion 5. Air Entraining Admixture a. The admixture shall conform to ASTM C260. The following are approved: i. "Air Mix" by the Euclid Chemical Company ii. "Darex-AEA" by W.R. Grace iii. "MBVR" by Master Builders 6. Bonding Admixture a. Theadmixture shall be for use with the bonding grout or patching mortar. The following are approved: I. "SBR LATEX" by the Euclid Chemical Company ii. "ACRYL-60" by Standard Drywall Products, Inc. 2.03 CURING AND SEALING MATERIALS A. Curing and Sealing Compounds 1. The compounds shall conform to federal specification TT-C-800A and shall have a 30 percent minimum solids content. 2. The compound shall be of the styrene butadiene type. 3. Test data from an independent laboratory shall be submitted indicating a maximum moisture loss of.03 grams per square centimeter when applied at a coverage rate of 300 square feet per gallon. 4. Manufacturer's certification is required for approval. 5. The following are approved: a. "Super Floor Coat" or "Super Plicoure" by the Euclid Chemical Company b. "Master Seal" or "Master Seal 66" by Master Builders B. Waterproofing Paper 1. The curing paper shall conform to ASTM C171. 2.04 ACCESSORIES A. Bonding Compound 1. The compound shall be of the polyvinyl acetate, rewettable type. The following are approved: a. "Euco Weld" by the Euclid Chemical Company b. "Sikadur Hi-Mod" by the Sika Chemical Company B. Embedded Items 1. Dovetail Anchor Slots shall be 24 gauge galvanized with removable filler. The following are approved: a. #305 by Hohmann & Barnard b. #100 by Cleveland Steel Specialty Company CONCRETE E.`d DWmen(a\T Wapenge03001-6 P W2014\W21406 Martz Field Pavilion\specifications\Tech Speoa\03001.doc Town of Wappinger Martz Field Pavilion c. "Bee-Hive" by Gateway Erectors, Inc. d. Or Equal C. Miscellaneous Items: 1. Mastic Material a. For use in leveling concrete slabs. Mastic material shall be of the latex type. The following are approved: i. "5-180 Underlayment Cement' by Armstrong Cork Company ii. "Levelite-Latex' by Selby-Battersby& Company iii. Or Equal b. Depressions between high spots of the concrete slab shall not be greater than 3/16-inch under a 10 foot straight edge nor more than 1116-inch within any 1 foot distance. c. All variations above this tolerance shall not receive leveling cement but shall be ground level. 2. Compression Seals a. Compression seals shall be of neoprene conforming to ASTM D2628. b. The seals shall be furnished in continuous lengths and installed according to manufacturer's recommendations. c. At the time of installation, the seal shall be compressed to 65 percent of its original width. 3. Neoprene Bearing Pads a. Pads shall conform to the provisions of AASHTO standard specifications for highway bridges. The following elastomeric bearing pad manufacturers are approved: i. W.R. Grace & Company ii. Kirkhill Rubber Company iii. Or Equal 2.05 CONCRETE MIX DESIGN A. All mix designs shall be proportioned in accordance with Section 4.3 (Field Experience) or Section 4.4 (Trial Batches) of ACI 318-83. If trial batches are used, they shall be established by an approved commercial testing laboratory employed by the Contractor. B. The proposed mix design shall be designed to achieve an average strength 1200 psi higher than the specified strength listed in the concrete class table below. C. Mix design submittals shall indicate the amounts of all ingredients including cement, admixtures and the weight of the aggregates stated in a saturated surface dry condition. CONCRETE 03001-7 E:Wocuments\T Wappingep W2014\W21406 Martz Field PavihanGpeaflabons\Tech SpeW03001.doc Town of Wappinger Martz Field Pavilion D. The various classes of concrete shall be designated as follows: Maximum Water to Cement Ratio (W/C) By Weight 28 Day Compressive Non-Air Air Class Strength Entrained Entrained A 5000 psi .45 .35 B 4000 psi .55 .45 C 3000 psi .68 .58 D 2500 psi .74 .64 E 2000 psi -___ ---- E. In addition to the requirements above, these specific requirements shall be considered in the mix design: 1. Concrete required to be watertight or concrete exposed to de-icers shall have a maximum water to cement ratio (W/C) of.45. 2. All concrete slabs less than 8 inches in thickness, when placed in temperatures below 501F, shall contain the specified non-chloride accelerator. 3. All concrete shall contain an approved water reducing admixture or an approved high range water reducing admixture (superplasticizer). 4. All pumped concrete, watertight concrete and concrete with a water to cement ratio below .50 shall contain the high range water reducing admixture. 5. Cement contents shall be chosen to provide the minimum strengths for each class as shown in the Concrete Class Table above. The amount of cement content, however, shall not be less than the following: a. Class "B" - 550 pounds per cubic yard b. Class "C" -470 pounds per cubic yard c. Class "B" Toppings - 600 pounds per cubic yard 6. Unless otherwise specified, all concrete shall be Class "B" watertight. 7. All concrete exposed to weather, or water, or subject to freezing shall be air- entrained with an approved entraining admixture. F. Slump 1. All concrete containing the high range water reducing admixture (superplasticizer)shall have a maximum slump of 8 inches unless otherwise directed by the Engineer. Prior to the addition of the superplasticizer, the concrete shall be tested at the job site and a slump of 2 inches to 3 inches CONCRETE 03001-8 E:%documents\T WappingeiAa W2014\W21406 Martz Field PeNllon\Spedficffilons\Tecf,Spew\03001 doc Town of Wappinger Martz Field Pavilion shall be verified. The plasticizer may then be added to increase the slump to the approved level. 2. All concrete not containing a high range water reducing admixture (superplasticizer) shall conform to these maximum slump values: Reinforced concrete-general 4" Non-reinforced concrete Y Pavements, sidewalks 3" Heavy mass concrete Y Slabs on grade 3" Floor toppings 2„ These values listed are specified as the "working limit." The average slump values shall be less than the "working limit." 3. Tolerances shall be as perASTM C94 except that the plus tolerance shall be limited to the "working limit." A deviation of 1 inch shall be allowed for such occasional batches of concrete that may inadvertently exceed the "working limit." Batches of concrete with slumps exceeding the "working limit"will be rejected if the Contractor fails to comply promptly with the Engineers' instructions to reduce the slump of the concrete within the "working limit." The Contractor shall not increase mixing time, add dry materials or otherwise modify a rejected batch for the purpose of conforming to slump limits. 4. Concrete that has been rejected for failure to meet the slump limits shall not be salvaged for use in the work. 5. Concrete containing the high range water reducing admixture (superplasticizer) may be given additional superplasticizer only when approved by the Engineer. If a time delay has occurred wherein the slump has decreased to a level that is significantly below the maximum approved level, additional admixture may be added to increase the slump to the maximum level. G. Air Content 1. Air content for air entrained concrete shall be controlled within the following limits: General Work 4% to 7% Concrete exposed to frost 4.5% to 7.5% Concrete exposed to salt 4.5% to 7.5% Concrete with maximum 3/4-inch aggregate 4.5% to 7.5% Finished trowel surfaces 3% Mats 3% Footings 3% Substructure slab 3% CONCRETE 03001-9 E documents\T Wappingepa W2014\W21406 Martz Feld PavilioMSpeefl ations\Tech Specs\03o01 doe Town of Wappinger Martz Field Pavilion H. Rate of Hardening 1. Concrete mixes shall be designed to produce the following rates of hardening: a. General concrete with the following ambient temperatures: 501-851 F - normal rate of hardening 801 F - retarded rate of hardening 501 F - accelerated rate of hardening b. Mass concreting with the following ambient temperature: 401 F - retarded rate of hardening 2. Should the Contractor feel it advantageous to use modified rates of hardening to improve workmanship or facilitate his work, consideration will be given by the Engineer. I. Mixing Water Control 1. The quantity of mixing water used in the concrete mix shall be determined by the Contractor with the amount used conforming to the various limits on specified slump. However, if the slump of the concrete should exceed the maximum specified slump, the Engineer will direct the Contractor to reduce the quantity of mixing water. Concrete consistency shall be uniform from batch to batch. 2. If deemed necessary by the Engineer during the course of the work, moisture determinations of the aggregates shall be made and aggregate weights and water requirements adjusted accordingly. 3. When concrete is transported in units approved for mixing,the addition of not more than 10 percent of the total design water will be permitted at the job site to obtain the specified initial slump. a. Any addition of water shall be followed by at least 30 revolutions in the mixing speed range. b. Not more than two additions of water will be allowed at the point of deposition before discharge. c. No retempering, defined as the addition of water after the mix has obtained is specified initial set, will be permitted. J. Batching and Mixing 1. Batching a. The Contractor shall have at his disposal a modern and dependable batch plant within a reasonable distance from the work. b. The batch plant shall conform to the requirements of the NYSDOT specifications for automatic proportioning equipment as specified herein, CONCRETE 03001-10 2wocuments\T wappingeP W2014\W21406 Mark Field PaOlion\Spedfiwtions\Tech Specs\03001.doc Town of Wappinger Martz Field Pavilion and shall be approved by the State of New York. c. The batching and mixing shall conform to ACI 304 and to the NYSDOT specification 501-3.03. d. The batching shall be done only with materials previously approved by the Engineer. 2. Mixing Transporting and Discharging a. Conform to ASTM C94 and to the NYSDOT specification 501-0.04. b. Wastewater must be discharged and not used as mixing water for the next batch. c. Maximum interval between successive truckloads of concrete discharged into the work shall not exceed 30 minutes when the portion of the work being placed requires more than one load of concrete. 2.06 MORTAR FILL A. Mortar fill to form fillets, channel bottom and swept-in grout, where shown on the contract drawings, shall be made with the following proportions: Sand 1 part Cement 22 parts Water minimum required for workability PART 3 - EXECUTION 3.01 PLACING CONCRETE A. Concrete shall be placed in conformance to ACI 304 and with these specifications. B. Prior to placing concrete: 1. All form work, embedded parts, reinforcements, foundation surfaces and joints involved in the work must be inspected by the Engineer. 2. All surfaces that will be in contactwith the poured concrete shall be free from standing water, mud, debris, frost, snow and ice. 3. Earth surfaces which are absorptive shall be moistened to a depth of 1 inch. 4. When the ambient temperature is above 401 F, all subgrade surfaces shall be wetted down with cool water just prior to placement. 5. All reinforcing bars and embedded parts shall be cleaned of any coating of oil, grease, ice, dried mortar or any other foreign matterthatwill prevent bond with the concrete. 6. Preparation of joints shall be specified under the section entitled Joints for Concrete. 7. The Contractor shall build into the concrete such items as reinforcing steel, inserts, sleeves, watertops, etc., as shown on the contract drawings or as CONCRETE 03001-11 E\aocuments\7 Wappinger W2014\W21406 Marg Field PavilioMSpecdcationsTech Spe¢\030014oc Town of Wappinger Martz Field Pavilion specified. a. All embedded items shall be accurately located and securely fastened in place to prevent displacement during the placement of the concrete. b. The Contractor shall cooperate with all other trades in permitting ample time for the placement of all necessary sleeves, inserts, conduits, hangers, etc. required for their trades. c. If in the judgment of the Engineer, the embedded items are placed in such a manner to reduce the structural adequacy of the structure, the Contractor shall take the necessary corrective steps. 8. All anchor bolts for structural steel and mechanical equipment shall be carefully set as shown on the contract drawings and as shown on the fabricator's and manufacturer's reviewed anchor bolt setting plans. C. Placement of Concrete 1. Concrete shall be conveyed by means that will prevent segregation and loss of mortar from the mix. 2. Adequate manpower and equipment in the form of buckets, buggies,chutes, conveyors, or other approved means shall be provided and properly maintained by the Contractor to ensure continuous operations. 3. Care shall be taken that no equipment with aluminum parts comes in contact with the fresh concrete. 4. Deposit concrete vertically, using chutes, elephant trunks or other suitable devices to limit free fall to 5 feet. 5. Place formed concrete in continuous horizontal layers not more than 18 inches thick. When the time between successive layers exceeds one hour, the specified water reducing, retarding admixture, Type"D",will be required to delay initial set so that proper consolidation of lifts can occur and cold joints are avoided. 6. When a column-slab combination or a wall-slab combination pour is scheduled, the column orwall shall have taken its initial set before concreting is continued on the slab. Beams, girders, brackets, column capitals and haunches shall be considered as part of the floorsystem and shall be placed integrally therewith. 7. Following a discontinuance or interruption in the placement of the concrete, all accumulations of mortar splashed upon the reinforcing steel and the surfaces of the forms shall be removed. 8. Dried mortar chips and dust shall not be puddled into the plastic concrete. 9. The forms or formwork shall not be jarred or the exposed reinforcement disturbed in any manner after the concrete has taken its initial set. D. Pneumatic Placement 1. Pneumatic placement of concrete will be permitted only if authorized by the Engineer, in writing. CONCRETE 03001-12 E:\documen%s T Wappinger W201A\MWIS Main Field PavilioMSpedfi adions\Tech Specs\03001 doc Town of Wappinger Martz Field Pavilion 2. The equipment shall be suitable in kind and adequate in capacity for the work. 3. The equipment shall be operated and placed so that no vibrations result which may damage freshly placed concrete. 4. The machine shall be located as close as practicable to the place of deposit. 5. The position of the discharge end of the line shall not be more than 8 feet from the point of deposit. 6. The discharge lines shall be horizontal or inclined upward from the machine. 7. At the conclusion of placement, the entire equipment shall be thoroughly cleaned. E. Pumping 1. Pump placement of concrete will be permitted only if authorized by the Engineer, in writing. 2. The equipment shall be suitable in kind and adequate in capacity for the work. 3. The operation of the pump shall be such that a continuous stream of concrete, without air pockets, is produced. 4. When pumping is completed,the concrete remaining in the pipeline, if it is to be used, shall be ejected in such a manner that will not produce contamination of the concrete or separation of the concrete ingredients. 5. Priorto starting the pumping operations,the equipment and pipeline shall be thoroughly lubricated with a cement slurry in a manner approved by the Engineer. 6. Afterthe pumping operation has been completed, the entire equipmentshall be thoroughly cleaned. F. Depositing Concrete Under Water or Flooding of Concrete 1. No concrete shall be deposited underwater without the written permission of the Engineer and then only in accordance with the engineers' directions. Proper tremie equipment and techniques must be used, should the need for placement under water arise. 2. No water except curing water shall be allowed to come in contact with the concrete or masonry surface for a minimum of 24 hours. a. Should unavoidable rising water put a stress on the concrete, adequate bracing must be provided. b. Loading of flooded concrete shall not occur without the approval of the Engineer. Safety precautions shall be the responsibility of the Contractor. G. Interruption of Concreting 1. Should the placement of concrete be suspended or unavoidably interrupted, keyways and bulkheads shall be provided and steps taken to preventfeather CONCRETE 03001-13 E¢d...ments\T Wappingerta W2014\W21406 Martz Feld Pavilion\Specifications\Tecfi SpemM001.doc Town of Wappinger Martz Field Pavilion edging when work is eventually resumed. Horizontal surfaces shall be roughened for bond. Joint preparation and bonding shall be in compliance with the section entitled Joints for Concrete. H. Consolidation of Concrete: 1. Concrete shall be consolidated during and immediately after depositing. The consolidation shall be in conformance with ACI 309 in all respects and shall be accomplished by mechanical vibration subjectto the following conditions: a. The vibration shall be internal, unless special authorization is given by the Engineer for external vibration. b. Vibrators shall be capable of transmitting vibration to the concrete at frequencies recommended by ACI 309, 'Recommended Practice for Consolidation of Concrete". c. The intensity of the vibration shall be such as to visibly affect the mass of concrete by a slump of 1 inch over a radius of 18 inches. d. The Contractor shall supply a sufficient number of vibrators to properly consolidate each pour immediately after it is placed. Standby vibrators in good condition shall be readily available, if needed, during concrete placement. e. Vibrators shall not be applied directly to the reinforcement or to the forms. They shall not be used to make the concrete flow in the forms over distances so great as to cause segregation. 2. Vibration shall be supplemented by spading as necessary to ensure smooth surfaces and well consolidated concrete. Form surfaces and corner locations that are difficult to consolidate with vibrators shall be consolidated by spading. 3.02 COLD WEATHER CONCRETING A. Adequate equipment shall be provided for heating the concrete materials and protecting the concrete during freezing or near freezing weather. B. No frozen materials nor materials containing ice shall be used. C. All concreting operations in cold weather, when temperatures are at, or expected to be below 401 F, shall conform to ACI 306. 1. Special attention is drawn to the minimum required placing and curing temperatures. D. Only the specified non-chloride accelerator may be used. Calcium chloride or admixtures containing more than .1 percent chloride ions are not permitted. E. Concrete damaged by freezing shall be removed and replaced at the Contractor's expense. CONCRETE 03001-14 E:bocumeMs\T Wappingetl W2014\W21406 Manz Feld PavilionG9 cifioater M`recli SpemMD01.doc Town of Wappinger Martz Field Pavilion 3.03 HOT WEATHER CONCRETING A. Care shall be taken to protect the concrete or to schedule operations to avoid problems with flash set or conditions that produce excessively rapid drying. B. All concrete operations during hot weather shall conform to the requirements of ACI 305. C. During hot weather, consideration shall be given to maintaining the temperature of the cement, aggregates and mixing water, such that the temperature of the concrete at the time of delivery to the job site in no case exceeds 901 F. D. When the temperature of the concrete exceeds 801F, the water reducing, retarding admixture, Type "D", may be required. 3.04 PLACING MORTAR FILL A. Prior to placing mortar fill, the concrete surface shall be thoroughly cleaned to remove all laitance, oil, grease, and other foreign matter that would prevent bonding. B. Immediately following the placement of the mortar fill, a slurry coat shall be rubbed into the concrete surface. C. The specified curing and sealing materials must be used for complete curing of the mortar fill. 3.05 EQUIPMENT BASES A. Unless otherwise shown, equipment bases shall be constructed of Class "B" concrete. Size and location shall be coordinated with the manufacturer's equipment drawings. B. All bases or pads shall be reinforced with a minimum of #4 at 12 inches on center, or as detailed on the contract drawings. The reinforcing shall be dowelled into the base or slab with #4 bars. C. The concrete slab or base shall be roughened and the specified bonding compound applied. D. The concrete shall be placed to the required profile and all exposed surfaces shall be finished as specified for the adjacent floor finishes. All edges shall be chamfered and tooled. CONCRETE 03001-15 E\dowmenSR Wappinger W2014\W21406 MaV Feld Pavilion\SpecilcationsUe&Specs\03001.doc Town of Wappinger Martz Field Pavilion 3.06 CONCRETE TOPPING A. Concrete topping shall be provided where shown on the contract drawings. The thickness of the toppings shall be as shown on the drawings, but in no case shall they be less than 2 inches. B. Unless otherwise noted, concrete for toppings shall be Class "B" concrete. C. Subsequentto floatfinishing the concrete substrate,the Contractorshall prepare the surface to receive the topping by employing one of the following two alternate methods: 1.a. Within six to twelve hours after the float finishing is completed, all loose mortar, scum, laitance, etc., shall be removed by wire brushes or other suitable means to expose the coarse aggregate. 1.1b. Care shall be exercised that the aggregate in the hardened concrete is not disturbed. Any aggregate that is disturbed shall be removed. 1.c. The concrete substrate shall then be cured as specified herein and shall be protected until placement of the topping is completed. 2.a. Anytime after the concrete substrate has hardened, the entire surface shall be scarified to expose a clean surface of sound concrete. 2.b. Leave the surface rough to a depth of/8-inch. D. Prior to placing the concrete forthe lopping,the hardened concrete surface shall be thoroughly cleaned and moistened. However, the surface shall be free from excessive surface water. E. Apply bonding compound to the prepared and cleaned surface per the manufacturer's recommendations: 1. The Contractor shall have the option of using a bonding grout composed of: Cement One Part Sand One Part (100% passing No. 30 sieve) Bonding Admixture per manufacturer's direction Water (Maximum Slump of 6 inches) The bonding grout shall be brushed into the existing surface of the concrete. The topping must then be placed while the bonding grout is still tacky. F. Reinforcing for concrete toppings, when called for, shall be WWF 6x6 - W2.9 x W2.9 supplied in flat sheets, and shall be pressed into the wet concrete as the CONCRETE 03001-16 E'.Wccuments\T Wapringe"W2014\W21406 M.K Reid Pavillon\spedfi.wns\Tech Spea\03001.tloc Town of Wappinger Martz Field Pavilion concrete is placed. The clear distance from the surface of the topping to the fabric shall be 1 inch. G. The concrete topping shall be cured by application of the specified curing and sealing materials. The curing must start immediately after the final finishing is complete. H. Joints shall be saw-cut in the topping and sealed as shown on the contract drawings. I. The concrete topping shall receive finish specified for floors and slabs. 3.07 FINISHING A. Floors and Slabs 1. Exposed Concrete Finish a. Strike off to correct elevation immediately after placing concrete. b. Bull float after screeding. c. When the concrete will sustain foot pressure and all bleed water and surface sheen has evaporated from the surface, begin power float operation. The surface shall be floated at least twice, to uniform, sandy texture. Hand float inaccessible areas. d. Immediately following the power float operation, power trowel the surface at least twice, to a smooth, hard finish. Hand trowel inaccessible areas. Trowelled finish slabs shall be level so that depressions between high spots do not exceed 1/8-inch under a 10 foot straight edge. e. Final trowelling shall be done so that a ringing sound is produced as the trowel is drawn over the surface. The finished surface shall be free of all trowel marks. f. Apply the specified curing and sealing compounds to all exposed concrete finished floors and to the bottom of all concrete channels immediately following final finishing operations. Application of curing and sealing compounds shall be in two coats per manufacturer's recommendations. The sealing coat shall be applied just prior to the completion of construction. 2. Tank Base Slabs a. Tank base slabs which do not receive subsequent toppings or swept in- grout are to have a power trowelled finish as outlined in 1. a., b., c. and d. above. b. Commence curing immediately after power trowelling. 3. Culvert inverts, manhole bottoms, catch basins and other exterior concrete not intended for occupancy. a. Magnesium Float Finish. CONCRETE 03001-17 E,dDcuments\T Wappinger\a W201CW21406 Mart Field Pavilion\SpeuficateWTech SpewQ3001.00c Town of Wappinger Martz Field Pavilion B. Formed Surfaces 1. Special care shall be taken during the forming forconcrete and the concrete placement such that the amount of work required under this section is reduced to a minimum. 2. If, upon removal of the formwork, any voids or honeycombs are found, such faults shall be corrected immediately at the Contractor's expense by implementing the following: a. Cut away the unsound area to a minimum depth of 1 inch and refill with mortar mixed with the same brand of cement and same proportions as the original placement. b. Edges of the patch shall be square with the face with feather-edging prohibited. c. Dampen the area to be patched and then apply the specified bonding agent per manufacturer's recommendations. d. Fill the hole with mortar with a 2-inch layer after the bonding compound has dried. Succeeding 2-inch layers will be placed after the first layer has taken initial setting. e. If, in the opinion of the Engineer, improper consolidation is too extensive, or if the structure appears weakened by the voids, complete removal of the concrete in question may be required. f. Patches must be kept moist for a minimum of three days. 3. Rubbed Finishes a. The type of finish to be used shall be as scheduled or as noted on the contract drawings. Where the type of finish is not shown or scheduled, exposed faces shall be given a Type "B" finish and unexposed faces shall be given a Type"C"finish. Where concrete is to receive paint or a glazed wall finish, a Type "B" finish shall be used. The finishes are designated as follows: Type "A": Surfaces shall be rubbed until all marks are obliterated and a uniformly smooth finish is obtained. Type "B": Surfaces shall be rubbed until they are uniformly smooth, but complete obliteration of all marks is not required. Type "C": All fins, burrs, and projections shall be removed. Any honeycomb or tie-holes shall be filled and patched. 1. Begin rubbing within four hours of the removal of the formwork and expedite to completion as rapidly as practicable. 2. Rub surfaces with carborundum and water until all fins, bubbles, hollows and other defects are removed. 3. Do not use grout or mortar in the rubbing process. Plastering of surfaces will not be allowed. CONCRETE 03001-18 EWocumentsJ WappingeP W2014\W21406 Matz Field Pavilion\Spedfiwfions\Tedi Specs\03001.doc Town of Wappinger Martz Field Pavilion 4. Use power tools with hand work limited to inaccessible corners or small areas. 5. After the rubbing is completed and the surface has dried, rub the surface with burlap to remove all loose powder. 6. All expansion joints in the completed work shall be left carefully tooled and free of all mortar and concrete. 3.08 CURING A. Maintain all concrete in a moist condition for the duration of the specified curing using the methods that will ensure complete and continuous saturation. Use of water sprays is acceptable provided care is exercised to ensure continuous moist curing. Alternate wetting and drying is prohibited. The curing schedule is as follows: 1. Interior floor slabs with resilient tile, carpet or exposed surface: a. Cure with specified curing and sealing compounds. 2. Exterior slabs, sidewalks, curbs, etc.: a. Cure with specified curing and sealing compounds. 3. Remaining Floor Slabs and Tank Base Slabs a. Cure with curing paper conforming to ASTM C171 with minimum 10 mil polyethylene sheets. Lap all edges a minimum of 6 inches. All joints shall be continuously taped. If any tearing or ripping of the sheets during subsequent operations on the slab occur within the specified curing period, repair by taping or replacement will be required. Add water as required periodically or as ordered by the Engineer. 4. Vertical Surfaces a. Forms shall remain in place or the exposed concrete shall be covered with wet burlap during the curing period. 1. The forms or burlap surfaces shall be kept continuously saturated throughout the curing period. B. Where specifically approved by the Engineer, in writing, the specified curing and sealing compounds may be used on other surfaces provided discoloration does not occur and the application is in accordance with the manufacturer's recommendations. Written certification of compatibility with subsequent finishes must be supplied by the finish manufacturer. In general, do not use curing and sealing compounds on the following surfaces: 1. Any surface against which additional concrete or other cementitious finishing materials are to be bonded. 2. Any surface in which a waterproofing membrane is to be applied. C. During the curing period, exercise care to prevent excessive vibrations, mechanical disturbances or heavy shocks which may damage concrete. CONCRETE 03001-19 E'.\dowmenWT Wappingedz W2014\W21406 Mar Field PavilicMSpecificetions\Tech Spe¢\03001.doc Town of Wappinger Martz Field Pavilion D. Duration of Curing 1. Continue curing until the cumulative number of days, not necessarily consecutive, during which the temperature of the air in contact with the concrete is above 451F has totaled seven days (three days for high early strength concrete). END OF SECTION CONCRETE 03001-20 E'\dommems\T WappingeYa W2014\W21406 Mark Field PavilionZ,Feci0cabons\Tech SpeMV3001.doc Town of Wappinger Martz Field Pavilion SECTION 03100 CONCRETE FORMWORK PART 1 -GENERAL 1.01 WORK SPECIFIED A. All labor, materials, services and equipment necessary for furnishing, installing and removing all formwork for cast-in-place and precast concrete. 1.02 WORK SPECIFIED UNDER OTHER SECTIONS A. Section: 03001- Concrete. B. Section: 03200- Concrete Reinforcement. C. Section: 03251- Joints for Concrete. 1.03 REFERENCES A. ACI 301 - Specifications for Structural Concrete for Buildings. B. ACI 347 - Recommended Practice for Concrete Formwork. C. PS 1 - Construction and Industrial Plywood. 1.04 SYSTEM DESCRIPTION A. Design, engineer, and construct formwork, shoring, and bracing to meet design and code requirements, so thatthe resultant concrete conforms to the required shapes, lines and dimensions as shown on the Contract Drawings. 1.05 QUALITY ASSURANCE A. The contractor shall be responsible for designing and constructing suitable and adequate falsework which shall be designed in accordance with ACI 347 "Recommended Practice for Concrete Formwork." B. The design of forms will take into account the effect of construction loads during and after placement of concrete. C. The forms shall be substantial, unyielding and constructed mortar tight and of sufficient rigidity to prevent distortion due to the pressures of concrete and other loads incidental to the construction operations. 1.06 FIELD SAMPLES A. Field samples of formed concrete must be submitted when the surface of the CONCRETE FORMWORK 03100-1 EW0.0 nts\T WappingerU W2014\W21406 Mar¢Rild Pavilion\Speclfiebons\Tect,Specs\03100 doc Town of Wappinger Martz Field Pavilion concrete is to receive a special architectural treatment. B. Construct and erect sample formwork panel for architectural concrete surfaces receiving special treatment or finish as a result of formwork. Formwork shall include a vertical and a horizontal form joint. 1.07 SUBMITTALS A. Shop drawings must be submitted that show in detail the items of the form system affecting the appearance of architectural concrete surfaces such as joints, tie holes, liners, patterns and textures. Items must be shown in relation to the entire form system. B. Manufacturers' literature must be submitted with descriptions and recommended installation instructions for form ties, spreaders, corner formers, form liners and form coatings. C. Submittals shall indicate pertinent dimensions, materials and arrangement of joints and ties. 1.08 DELIVERY, STORAGE AND HANDLING A. Deliver, store and handle materials with care to prevent damage to or contamination of formwork. PART 2 - PRODUCTS 2.01 FORM MATERIALS A. Plywood: Exterior type softwood plywood, PS 1-66. B. Glass Fiber Fabric-Reinforced Plastic Forms: Shall be matched,tight fitting, stiffened to support the weight of wet concrete without deflections that exceed the structural tolerances or that are detrimental to the appearance of the finished concrete. C. Lumber: Softwood framing lumber, PS 20-70. Grade markings shall be clearly visible and shall be marked by grading rules approved by the American Lumber Standards Committee. D. Steel: Minimum 16 gauge sheet, well matched, tight fitting, stiffened to support the weight of wet concrete without deflections that exceed the structural tolerances or that are detrimental to the appearances of the finished concrete. Metal forms may be used only for forming precast concrete. CONCRETE FORMWORK 03100-2 EMocumenis\TWappingeW W2014\W21406 Mark Field Pavilion\Spedficabons\Tec Spem%03100doc Town of Wappinger Martz Field Pavilion E. Void Forms: Shall be moisture resistant treated paper faces, seamless, laminated fiber material as approved by the Engineer. The forms shall be structurally sufficient to support the weight of a wet concrete mix and any construction or consolidation vibrations until the initial set. 2.02 FORMWORK ACCESSORIES A. Form ties shall be left in place and equipped with swaged (waterproofing) washers or otherapproved devices to preventseepage of moisture along the tie. 1. Minimum 1 inch depth of breakback. B. Form release agent shall be a colorless material which will not stain concrete, absorb moisture, or impair finish, bonding or color characteristics of coating intended for use on concrete. C. Fillets shall be used for all exposed vertical and horizontal corners. PART 3 - EXECUTION 3.01 INSPECTION A. Verify lines, levels and measurements before proceeding with formwork. B. Notice shall be given 24 hours in advance of pour so that an inspection can be scheduled. C. Forms shall be inspected by the Engineer prior to concreting. D. No concreting shall be done in the absence of the Engineer without the written permission of the Engineer. 3.02 PREPARATION A. Conform to ACI 347, expect as specified herein. B. Initially and before re-use, forms shall be cleaned and a coat of non-staining form release agent applied per the manufacturer's instructions. 1. Care shall be taken to avoid splashing oil on reinforcing steel or existing concrete. 2. Do not apply form release agent where concrete surfaces are scheduled to receive special finishes which may be affected by agent. CONCRETE FORMWORK 03100-3 Emomments\T Wappinger W2014\W21406 Meh Field Pa Vlllen\Sped(Ieallnn\Ted Specs\03100.doc Town of Wappinger Martz Field Pavilion 3.03 ERECTION A. Provide bracing to ensure stability of formwork. Strengthen all formwork liable to be overstressed by construction loads. B. Camber slabs and beams to achieve ACI 301 tolerances. 1. 1/4-inch in 15 feet of span. C. Provide temporary ports in formwork to facilitate cleaning and inspection. Locate openings at bottom of forms to allow flushing water to drain. Close ports with tight fitting panels, flush with inside face of forms, neatly fitted so that joints will not be apparent in exposed concrete surfaces. D. All formjoints shall be backed up to assure that the edges of abutting panels are in the same plane, straight and true, and forced tightly together to minimize fins. The quality of the form contact surfaces shall be subject tothe Engineer's approval. E. If installing void forms, protect them from moisture before concrete placement, protect from crushing during concrete placement. F. Do not displace or damage vapor barriers previously placed. G. Forms for exposed concrete shall be given special attention to provide a surface free from defects and form marks so that rubbing and finishing shall be kept to a minimum. H. Construct formwork to maintain tolerances in accordance with ACI 301. 3.04 INSERTS, EMBEDDED PARTS AND OPENINGS A. Provide formed openings where required for work embedded in or passing through concrete. B. Coordinate work of other sections in forming and setting openings, slots, recesses, chases, sleeves, bolts, anchors and other inserts. C. Install accessories in accordance with manufacturer's instructions, level and plumb. Ensure items are not disturbed during concrete placement. 3.05 FORM REMOVAL A. Do not remove forms and shoring or bracing until concrete has sufficient strength to support its own weight, and construction and design loads which may be imposed upon it. CONCRETE FORMWORK 03100-4 E:WowmenWT WappingeP W2014\W21406 Mad Field PaWionl pedfioafions\Tech SpemM100.doc Town of Wappinger Martz Field Pavilion B. The following schedule shall be considered the minimum period before formwork can be removed under normal conditions with the use of Type If cement. Its use shall not relieve the contractor of responsibility for the safety and appearance of the structure. Above Type of Form 60EF 50E-60EF 40E 50EF Columns 5' high 24 hours 36 hours 72 hours Columns 5'-10' high 3 days 5 days 7 days Columns 10' high 5 days 7 days 10 days Walls 5' 24 hours 36 hours 72 hours Walls 5-10' 3 days 5 days 7 days Walls 10' 5 days 7 days 10 days Beam Side Forms 24 hours 36 hours 72 hours Beam Bottom Forms 14 days 18 days 21 days Slabs 6' Span' 5 days 7 days 14 days Construction Joint 24 hours 36 hours 72 hours Bulk Heads 24 hours 36 hours 72 hours `For slabs of more than 6 foot span add twelve (12) hours for each additional foot over 5 feet. 1. When the temperature to which the forms or concrete surfaces are exposed to falls below 40EF, the forms shall remain in place an additional time equal to the time of the sub-40EF exposure. If form insulation is used, concrete surface temperature shall apply. 2. The Engineer may modify the form removal schedule if compressive tests indicate that the in-place concrete is of sufficient strength. Methods of field curing the cylinders shall simulate that of the concrete and shall be approved by the Engineer. All such tests shall be at the option and expense of the contractor. 3. When Type III cement or retarders are used, the form removal schedule above does not apply and may be modified by the Engineer. C. Immediately following the removal of the forms, the projecting ties shall be removed and all holes filled with grout flush with the wall. Care shall be taken to use the same brand of cement and same mix proportions used in CONCRETE FORMWORK 03100-5 Edowments\T Wappinget\a W2014\W21406 Mal=Field Pavillon\specdications\Tech spec=\031 oodoc Town of Wappinger Martz Field Pavilion the wall to prevent color differences. 3.06 CLEANING A. Clean forms to remove foreign matter as erection proceeds. B. Ensure that water and debris drain to exterior through clean-out ports. C. During cold weather, remove ice and snow from forms. Do not use de-icing salts. Do not use water to clean out completed forms, unless formwork and construction proceed within heated enclosure. Use compressed air to remove foreign matter. END OF SECTION CONCRETE FORMWORK 03100-6 E:Mocuments\T Wappinger W2014\W21406 Mark Field Pavilion\Specifications\Tec $pec Ml00 Doc Town of Wappinger Martz Field Pavilion SECTION 03200 CONCRETE REINFORCEMENT PART 1 - GENERAL 1.01 WORK SPECIFIED A. All labor, materials, equipment and services necessary for furnishing and installing all steel reinforcement, welded steel wire fabric and accessories for concrete required for the completion of the work. 1.02 WORK SPECIFIED UNDER OTHER SECTIONS A. Section: 03001- Concrete B. Section: 03100- Concrete Formwork C. Section: 03251-Joints for Concrete 1.03 REFERENCES A. American Concrete Institute (ACI). The following codes, standards and recommendations are intended to specify minimum standards of performance: 1. ACI 301 Specifications for Structural Concrete for Buildings. 2. ACI 315 Details and Detailing of Concrete Reinforcement. B. American Society for Testing and Materials (ASTM). The following codes, standards and recommendations are referred to in these specifications and are to be considered a part of these specifications. 1. ANSI/ASTM A82 Cold Drawn Steel Wire for Concrete Reinforcement. 2. ANSI/ASTM A185 Welded Steel Wire Fabric for Concrete Reinforcement. 3. ASTM A615 Deformed and Plain Billet-Steel Bars for Concrete Reinforcement. C. Concrete Reinforcing Steel Institute(CRSI). The following codes,standards, and recommendations are referred to in these specifications and are to be considered a part of these specifications. 1. CRSI Manual of Practice. 2. CRSI 63 Recommended Practice for Placing Reinforcing Bars. 3. CRSI 65 Recommended Practice for Placing Bar Supports, Specifications and Nomenclature. CONCRETE REINFORCEMENT 03200-1 EWocuments\T Wappinger\a W2014\W21400 Math F,e]d Pavillon\Speufi.t,.IMT.ch S,W03200d.c Town of Wappinger Martz Field Pavilion 1.04 QUALITY ASSURANCE A. Perform concrete reinforcement work in accordance with CRSI Manual of Standard Practice, and Documents 63 and 65. B. Conform to ACI 301 and 315. 1.05 SHOP DRAWINGS A. Submit shop drawings. B. Indicate sizes, spacings, locations and quantities of reinforcing steel, wire fabric, bending and cutting schedules, splicing, stirrup spacing, supporting and spacing devices. 1.06 CERTIFICATES A. Submit mill test certificates of supplied concrete reinforcing, indicating physical and chemical analysis. PART 2 - PRODUCTS 2.01 MATERIALS A. Reinforcing Steel: ASTM A615,60 ksi yield grade billet-steel deformed bars, uncoated finish. B. Welded Steel Wire Fabric: ANSI/ASTM A185 plain type; in flat sheets; coiled rolls; uncoated finish. C. Stirrup Steel: ANSI/ASTM A82. 2.02 ACCESSORY MATERIALS A. Tie Wire: Minimum 16 gage annealed type. B. Chairs, Bolsters, Bar Supports, Spacers: Sized and shaped for strength and support of reinforcement during installation and placement of concrete including load bearing pad on bottom to prevent vapor barrier puncture. C. Chairs, Bolsters, Bar Supports, Spacers Adjacent to Architectural Concrete Surfaces: Plastic tipped type; sized and shaped as required. 2.03 FABRICATION A. Unless otherwise shown or directed, the following minimum concrete cover CONCRETE REINFORCEMENT 03200-2 E:Wocuments%T Wappingerla W2014%W21406 Mart Field Pavllion\pecificationstTecli Specs103200.doc Town of Wappinger Martz Field Pavilion shall be provided for reinforcement. Minimum 1. Concrete cast against and permanently Cover Inches exposed to earth 3 2. Concrete exposed to earth or weather No. 6 through No. 18 bar 2 No. 5 bar and smaller 1.12 3. Concrete not exposed to weather or in contact with ground: Slabs, nails,joists: No. 14 and No. 18 bars 12 No. 11 and smaller 3/4 Beams, columns: Primary reinforcement, ties, stirrups, spirals 12 4. Concrete exposed to water or sewerage slabs, walls 2 B. Locate reinforcing splices not indicated on drawings at points of minimum stress. Indicate location of splices on shop drawings. PART 3 - EXECUTION 3.01 INSPECTION A. Notice shall be given 24 hours in advance of pour so that an inspection can be scheduled. B. Reinforcement shall be inspected by the Engineer prior to concreting. C. No concreting shall be done in the absence of the Engineer without the written permission of the Engineer. 3.02 INSTALLATION A. Before placing concrete, clean reinforcement of foreign particles or coatings. B. Place, support and secure reinforcement against displacement. Do not deviate from alignment or measurement. C. Do not displace or damage vapor barrier, if required. END OF SECTION CONCRETE REINFORCEMENT 03200-3 E'.aocument,,7 WappingeY W2014\W21406 Mar,Field Pavilion\Specifir ions\Tech SpecsM200 Eoc Town of Wappinger Martz Field Pavilion SECTION 03251 JOINTS FOR CONCRETE PART 1 - GENERAL 1.01 WORK SPECIFIED A. All labor, materials, services and equipment necessary for furnishing and installing all expansion joints, construction joints and control joints. 1.02 WORK SPECIFIED UNDER OTHER SECTIONS A. Section: 03001- Concrete B. Section: 03100- Concrete Formwork C. Section: 03200- Concrete Reinforcement D. Section: 07900- Sealants 1.03 REFERENCES A. American Society for Testing and Materials (ASTM) B. Corps of Engineers (CRD) 1.04 SUBMITTALS A. Furnish manufacturer's certification or test results identifying physical characteristics. B. Submit two (2) samples of each size and type of waterstop required. 1. Minimum 4 inches in length. C. On the concrete reinforcement shop drawings clearly show in detail the locations of all joints in concrete. PART 2 - PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS A. W.R. Grace & Company B. Sonneborn - Contech, Inc. C. B.F. Goodrich Company JOINTS FOR CONCRETE 03251-1 E:bomments\T Wappingep W2014\W21606 Martz F,.10 Pa,I,i n\Speafir tions\Tech Spees\03251 doc Town of Wappinger Martz Field Pavilion D. Vulcan Metal Products, Inc. E. Kirkhill Rubber Company 2.02 INTEGRAL JOINT MATERIALS A. Polyvinylchloride (PVC) Waterstops 1. PVC material shall be compounded from virgin PVC resins and shall contain no reclaimed, reground or reworked materials. The material shall meet the following physical property requirements: Method of Prope Test Requirement Tensile Strength (psi) ASTM D412 1400 min. Ultimate Elongation (%) ASTM D142 280 min. Hardness, Type A Durometer ASTM D2240 65-88 Stiffness in Flexure (psi) ASTM D747 750 min. Specific Gravity ASTM D792 1.38 max. Water Absorption in 48 hrs. (%) ASTM D570 .5 max. Low Temperature Brittleness ASTM D746 No sign of Accelerated Aging CRD-C-572 failure @ 35EF Tensile Strength (psi) 1500 min. Elongation (%) 300 min. Effect of Alkali in 7 Days CRD-C-572 Weight Change (%) -.10 to +25 Hardness, Type A Durometer " 5 max. Tensile Strength Change (%) -15 max. 2. Dimensions a. Expansion Joints: 9 inches long by 3/8-inch web with a 3/4-inch diameter center bulb. b. Construction and Control Joints: 6 inches long by 3/8-inch web with a 3-inch diameter center bulb. PART 3 - EXECUTION 3.01 JOINT PREPARATION A. Thejoint surface of concrete previously placed shall be clean, moist,true to level and reasonably rough, with some coarse aggregate exposed. All laitance and loose mortar shall be removed. B. The surface of the joint shall be prepared prior to pouring. The joint shall be JOINTS FOR CONCRETE 03251-2 E:\tlocuments\T Wappingetla W2014\W21466 Marg Fieltl Pavillon\SpecifcationslTech Speos\o3251 doc Town of Wappinger Martz Field Pavilion cleaned by wire brushing if necessary. C. Protect the joint until concreting is resumed. D. Hardened concrete shall be saturated fora period of six(6) hours and all excess moisture and all loose orforeign material shall be removed before new concrete is placed at joint. E. Precede new concrete by about 2-inch of soft mortar of the same proportions as that in the concrete. When accessible, this shall be rubbed into the surfaces of the joint. F. In column forms and other deep narrow forms, the concrete placement shall be started with an oversanded mix of 5/8-inch maximum aggregate with an extra sack of cement per cubic yard and with a 5-inch slump. This mix shall be placed several inches deep on the construction joint. Do not use a mortar layer. G. Waterstops shall be placed continuous around corners and intersections. Splices shall be made in accordance with the manufacturer's recommendations. 3.02 INSTALLATION A. Expansion Joints 1. Discontinue reinforcing steel, corner protection angles, metal frames, and other fixed items embedded or bonded to concrete. 2. Place parallel concrete reinforcement 2 inches on each side of joint. 3. Provide slightly rounded or 3/4-inch chamfer, as shown on the contract drawings. Finish all edges neatly around the joint. B. Construction Joints 1. Generally, the location of construction joints are shown on the contract drawings. Where joints are not shown, it shall be the contractor's responsibility to provide construction joints in locations suitable to operations and in locations that are in conformance with good concrete construction practice and as specified herein. 2. All horizontal construction joints shall have steel waterstops except as directed by the engineer, in writing. 3. To minimize shrinkage effects,do not pour long continuous walls orslabs at one time. The following tables give maximum pour lengths: a. Rectangular slab' pours shall conform to this table: Short Side "S" Long Side "L" 20 ft. L must be 4x"S"ft. JOINTS FOR CONCRETE 03251-3 E Wocumeds\T Wappingei1a W2014\W21406 Mark Field PsvilioMSpedfitations\Tech Spear\03251.doc Town of Wappinger Martz Field Pavilion 20-30 ft. L must be 80 ft. 30-40 ft. L must be 70 ft. 40-60 ft. L must be 60 ft. b. Circular slab' pours shall have a maximum surface area of less than 3600 square feet. 'If pour exceeds the dimensions given in the tables, the slab shall be poured in alternating patterns conforming to the tables. c. Wall pours' shall be limited to 30 feet in horizontal dimension. Horizontal construction joints in walls are not permitted except as detailed on the contract drawings or as approved by the engineer. `If the walls exceed 30 feet, pour the wall in an alternating pattern. 4. Concrete reinforcement shall be continuous through all construction joints. Reinforcement shall be kept clean. 5. Provide additional reinforcing bars, No. 4 at 12 inches by 4 foot long centered in each vertical construction joint. 6. Provide keyways and waterstops as shown on the contract drawings. C. Control Joints 1. Locate and construct control joints as shown on the contract drawings. a. Wall control joints shall be made at 15 foot intervals in long uninterrupted walls greater than 45 feet in length. b. Slab control joints shall be made using a pre-molded joint filler or by sawcutting. Sawcutting shall be done after the surface is firm enough not to be damaged by the cutting blade. D. Joints Connecting Old and New Work 1. Construct as shown on the contract drawings. 2. Thoroughly clean and roughen existing surfaces before application of the bonding agent. 3. Make all joints watertight. END OF SECTION JOINTS FOR CONCRETE 03251-4 E iaocuments\T Wappingef\g W2014\W21406 Maw Field Pavilion\Specifications\Tech Specs\03251.doc Town of Wappinger Martz Field Pavilion SECTION 042000 UNIT MASONRY ASSEMBLIES PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes unit masonry assemblies consisting of the following: 1 . Concrete masonry units (CMUs). 2. Mortar and grout. 3. Reinforcing steel. 4. Masonry joint reinforcement. 5. Ties and anchors. 6. Embedded flashing. 7. Miscellaneous masonry accessories. B. Masonry-cell insulation. B. Related Sections include the following: 1. Division 7 Section "Joint Sealants" for sealing control and expansion joints in unit masonry. C. Products furnished, but not installed, under this Section include the following: 1 . Dovetail slots for masonry anchors, installed under Division 3 Section "Cast-in-Place Concrete." 1.3 DEFINITIONS A. Reinforced Masonry: Masonry containing reinforcing steel in grouted cells. 1.4 PERFORMANCE REQUIREMENTS A. Provide structural unit masonry that develops indicated net-area compressive strengths (f m) at 28 days. UNIT MASONRY ASSEMBLIES 042000 - 1 EAC umeMs\T Wappingetla W2014\W21406 Maltz Field P"lionlspecific ons7ech SpeWN200.tloc Town of Wappinger Martz Field Pavilion B. Determine net-area compressive strength (fn,) of masonry from average net- area compressive strengths of masonry units and mortar types (unit-strength method) according to Tables 1 and 2 in ACI 530.1/ASCE 6/TMS 602. C. Determine net-area compressive strength (fm) of masonry by testing masonry prisms according to ASTM C 1314. 1.5 SUBMITTALS A. Product Data: For each type of product indicated. B. Shop Drawings: For the following: 1. Masonry Units: Show sizes, profiles, coursing, and locations of special shapes. 2. Reinforcing Steel: Detail bending and placement of unit masonry reinforcing bars. Comply with ACI 315, "Details and Detailing of Concrete Reinforcement." Show elevations of reinforced walls. 3. Fabricated Flashing: Detail corner units, end-dam units, and other special applications. C. Samples for Initial Selection: For the following: 1. Weep holes/vents. D. Samples for Verification: For each type and color of the following: 1. Weep holes/vents. 2. Accessories embedded in masonry. E. List of Materials Used in Constructing Mockups: List generic product names together with manufacturers, manufacturers' product names, model numbers, lot numbers, batch numbers, source of supply, and other information as required to identify materials used. Include mix proportions for mortar and grout and source of aggregates. 1. Submittal is for information only. Neither receipt of list nor approval of mockup constitutes approval of deviations from the Contract Documents unless such deviations are specifically brought to the attention of Engineer and approved in writing. F. Qualification Data: For testing agency. G. Material Certificates: Include statements of material properties indicating compliance with requirements including compliance with standards and type designations within standards. Provide for each type and size of the following: 1. Masonry units. UNIT MASONRY ASSEMBLIES 042000 - 2 E:\documenls\T Wappingerta W20141W21406 Martz Feld Pavilion\Specrcabons\Tech Specs\04200 aoc Town of Wappinger Martz Field Pavilion a. Include material test reports substantiating compliance with requirements. b. For bricks, include size-variation data verifying that actual range of sizes falls within specified tolerances. C. For exposed brick, include material test report for efflorescence according to ASTM C 67. d. For surface-coated brick, include material test report for durability of surface appearance after 50-cycles of freezing and thawing per ASTM C 67. e. For masonry units used in structural masonry, include data and calculations establishing average net-area compressive strength of units. 2. Cementitious materials. Include brand, type, and name of manufacturer. 3. Preblended, dry mortar mixes. Include description of type and proportions of ingredients. 4. Grout mixes. Include description of type and proportions of ingredients. 5. Reinforcing bars. 6. Joint reinforcement. 7. Anchors, ties, and metal accessories. H. Mix Designs: For each type of mortar and grout. Include description of type and proportions of ingredients- 1 . Include test reports, per ASTM C 780, for mortar mixes required to comply with property specification. 2. Include test reports, per ASTM C 1019, for grout mixes required to comply with compressive strength requirement. I. Statement of Compressive Strength of Masonry: For each combination of masonry unit type and mortar type, provide statement of average net-area compressive strength of masonry units, mortar type, and resulting net-area compressive strength of masonry determined according to Tables 1 and 2 in ACI 530.1/ASCE 6fTMS 602. J. Cold-Weather Procedures: Detailed description of methods, materials, and equipment to be used to comply with cold-weather requirements. 1.6 QUALITY ASSURANCE A. Testing Agency Qualifications: An independent agency qualified according to ASTM C 1093 for testing indicated, as documented according to ASTM E 548. B. Source Limitations for Masonry Units: Obtain exposed masonry units of a uniform texture and color, or a uniform blend within the ranges accepted for these characteristics, through one source from a single manufacturer for each product required. UNIT MASONRY ASSEMBLIES 042000 - 3 E Wdmumenls\TWappingetla W2014\W21406 Me=Field Pavhonl4 cffi tions\Tech Specs\04200,d0C Town of Wappinger Martz Field Pavilion C. Source Limitations for Mortar Materials: Obtain mortar ingredients of a uniform quality, including color for exposed masonry, from a single manufacturer for each cementitious component and from one source or producer for each aggregate. D. Fire-Resistance Ratings: Where indicated, provide materials and construction identical to those of assemblies with fire-resistance ratings determined per ASTM E 119 by a testing and inspecting agency, by equivalent concrete masonry thickness, or by other means, as acceptable to authorities having jurisdiction. E. Sample Panels: Build sample panels to verify selections made under sample submittals and to demonstrate aesthetic effects. Comply with requirements in Division 1 Section "Quality Requirements"for mockups. 1. Build sample panels for typical exterior and interior walls in sizes approximately 60 inches long by 48 inches high by full thickness. 2. Clean one-half of exposed faces of panels with masonry cleaner indicated. 3. Protect approved sample panels from the elements with weather-resistant membrane. 4. Approval of sample panels is for color, texture, and blending of masonry units; relationship of mortar and sealant colors to masonry unit colors; tooling of joints; aesthetic qualities of workmanship; and other material and construction qualities specifically approved by Engineer in writing. a. Approval of sample panels does not constitute approval of deviations from the Contract Documents contained in sample panels unless such deviations are specifically approved by Engineer in writing. F. Preinstallation Conference: Conduct conference at Project site to comply with requirements in Division 1 Section 'Project Management and Coordination." 1.7 DELIVERY, STORAGE, AND HANDLING A. Store masonry units on elevated platforms in a dry location. If units are not stored in an enclosed location, cover tops and sides of stacks with waterproof sheeting, securely tied. If units become wet, do not install until they are dry. B. Store cementitious materials on elevated platforms, under cover, and in a dry location. Do not use cementitious materials that have become damp. C. Store aggregates where grading and other required characteristics can be maintained and contamination avoided. D. Deliver preblended, dry mortar mix in moisture-resistant containers designed for lifting and emptying into dispensing silo. Store preblended, dry mortar mix in UNIT MASONRY ASSEMBLIES 042000 -4 E dmuments\T Wappinger\a W2014Nd 1406 MeM Field PaMion\Specifications\Tech Specs\04200.doc Town of Wappinger Martz Field Pavilion delivery containers on elevated platforms, under cover, and in a dry location or in a metal dispensing silo with weatherproof cover. E. Store masonry accessories, including metal items, to prevent corrosion and accumulation of dirt and oil. 1.8 PROJECT CONDITIONS A. Protection of Masonry: During construction, cover tops of walls, projections, and sills with waterproof sheeting at end of each day's work. Cover partially completed masonry when construction is not in progress. 1 . Extend cover a minimum of 24 inches down both sides and hold cover securely in place. B. Do not apply uniform floor or roof loads for at least 12 hours and concentrated loads for at least 3 days after building masonry walls or columns. C. Slain Prevention: Prevent grout, mortar, and soil from staining the face of masonry to be left exposed or painted. Immediately remove grout, mortar, and soil that come in contact with such masonry. 1 . Protect base of walls from rain-splashed mud and from mortar splatter by spreading coverings on ground and over wall surface. 2. Protect sills, ledges, and projections from mortar droppings. 3. Protect surfaces of window and door frames, as well as similar products with painted and integral finishes, from mortar droppings. 4. Turn scaffold boards near the wall on edge at the end of each day to prevent rain from splashing mortar and dirt onto completed masonry. D. Cold-Weather Requirements: Do not use frozen materials or materials mixed or coated with ice or frost. Do not build on frozen substrates. Remove and replace unit masonry damaged by frost or by freezing conditions. Comply with cold-weather construction requirements contained in ACI 530.1/ASCE 6/TMS 602. 1 . Cold-Weather Cleaning: Use liquid cleaning methods only when air temperature is 40 deg F and above and will remain so until masonry has dried, but not less than 7 days after completing cleaning. E. Hot-Weather Requirements: Comply with hot-weather construction requirements contained in ACI 530.1/ASCE 6/TMS 602. UNIT MASONRY ASSEMBLIES 042000- 5 EWocumeits\T Wappingetla W2014\W21406 Mai4 Field Pavilion\Specificabons\Tech Speos\04200.dx Town of Wappinger Martz Field Pavilion PART 2 - PRODUCTS 2.1 MANUFACTURERS A. In other Part2 articles where titles below introduce lists, the following requirements apply to product selection: 1 . Available Products: Subject to compliance with requirements, products that may be incorporated into the Work include, but are not limited to, products specified. 2. Products: Subject to compliance with requirements, provide one of the products specified. 3. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, manufacturers specified. 4. Manufacturers: Subject to compliance with requirements, provide products by one of the manufacturers specified. 2.2 MASONRY UNITS, GENERAL A. Defective Units: Referenced masonry unit standards may allow a certain percentage of units to exceed tolerances and to contain chips, cracks, or other defects exceeding limits stated in the standard. Do not uses units where such defects, including dimensions that vary from specified dimensions by more than stated tolerances, will be exposed in the completed Work or will impair the quality of completed masonry. 2.3 CONCRETE MASONRY UNITS (CMUs) A. Shapes: Provide shapes indicated and as follows: 1. Provide special shapes for lintels, corners, jambs, sashes, movement joints, headers, bonding, and other special conditions. 2. Provide square-edged units for outside corners, unless otherwise indicated. B. Concrete Masonry Units: ASTM C 90. 1. Unit Compressive Strength: Provide units with minimum average net-area compressive strength of 2800 psi 2. Weight Classification: Normal weight. 3. Size (Width): Manufactured to dimensions 3/8 inch less than nominal dimensions. 4. Exposed Faces: Provide color, sealant and texture matching the range represented by the owner. UNIT MASONRY ASSEMBLIES 042000 - 6 E\dccuments\T Wappingena W2014\W21406 Martz Field PaWion\Spevficetions\Tech Specs\04200 doc Town of Wappinger Martz Field Pavilion 2.4 MORTAR AND GROUT MATERIALS A. Portland Cement: ASTM C 150, Type I or II, except Type III may be used for cold-weather construction. Provide natural color or white cement as required to produce mortar color indicated. B. Hydrated Lime: ASTM C 207, Type S. C. Portland Cement-Lime Mix: Packaged blend of portland cement complying with ASTM C 150, Type I or Type III, and hydrated lime complying with ASTM C 207, Type S. D. Masonry Cement: ASTM C 91. 1 . Available Products: a. Holcim (US) Inc.; Mortamix Masonry Cement. b. Lafarge North America Inc.; Magnolia Masonry Cement. C. Lehigh Cement Company; Lehigh Masonry Cement. E. Mortar Cement: ASTM C 1329. 1 . Available Products: a. Lafarge North America Inc.; Lafarge Mortar Cement. F. Aggregate for Mortar: ASTM C 144. 1 . For mortar that is exposed to view, use washed aggregate consisting of natural sand or crushed stone. 2. For joints less than 1/4 inch thick, use aggregate graded with 100 percent passing the No. 16 sieve. 3. White-Mortar Aggregates: Natural white sand or crushed white stone. 4. Colored-Mortar Aggregates: Natural sand or crushed stone of color necessary to produce required mortar color. G. Aggregate for Grout: ASTM C 404. H. Cold-Weather Admixture: Nonchloride, noncorrosive, accelerating admixture complying with ASTM C 494/C 494M, Type C, and recommended by manufacturer for use in masonry mortar of composition indicated. 1 . Available Products: a. Addiment Incorporated; Mortar Kick. b. Euclid Chemical Company (The); Accelguard 80. C. Grace Construction Products, a unit of W. R. Grace & Co. - Conn.; Morset. J. Sonneborn, Div. of Cheryl Trimix-NCA. UNIT MASONRY ASSEMBLIES 042000 - 7 E'.\dmuments\T Wappingena W2014\W21406 Me=Field PavilionVSpeuFlcabons\Tech Speoc\0421)D.doc Town of Wappinger Martz Field Pavilion I. Water-Repellent Admixture: Liquid water-repellent mortar admixture intended for use with concrete masonry units, containing integral water repellent by same manufacturer. 1. Available Products: a. Addiment Incorporated; Mortar Tits. b. Grace Construction Products, a unit of W. R. Grace & Co. - Conn.; Dry-Block Mortar Admixture. C. Master Builders, Inc.; Color Cure Mortar Admix. J. Water: Potable. 2.5 REINFORCEMENT A. Uncoated Steel Reinforcing Bars: ASTM A 615/A 615M or ASTM A 996/A 996M, Grade 60. B. Masonry Joint Reinforcement, General: ASTM A 951. 1. Interior Walls: Hot-dip galvanized, carbon steel. 2. Exterior Walls: Hot-dip galvanized, carbon steel. 3. Wire Size for Side Rods: W2.8 or 0.188-inch diameter. 4. Wire Size for Cross Rods: W2.8 or 0.188-inch diameter. 5. Wire Size for Veneer Ties: W1.7 or 0.148-inch diameter. 6. Spacing of Cross Rods, Tabs, and Cross Ties: Not more than 16 inches O.C. 7. Provide in lengths of not less than 10 feet. C. Masonry Joint Reinforcement for Single-Wythe Masonry: Either ladder or truss type with single pair of side rods. 2.6 TIES AND ANCHORS A. Materials: Provide ties and anchors specified in subsequent paragraphs that are made from materials that comply with eight subparagraphs below, unless otherwise indicated. 1. Hot-Dip Galvanized, Carbon-Steel Wire: ASTM A 82; with ASTM A 153/A 153M, Class B-2 coating. 2. Galvanized Steel Sheet: ASTM A 653/A 653M, Commercial Steel, G60 zinc coating. 3. Steel Sheet, Galvanized after Fabrication: ASTM A 1008/A 1008M, Commercial Steel, hot-dip galvanized after fabrication to comply with ASTM A 153/A 153M. UNIT MASONRY ASSEMBLIES 042000 - 8 E]documenls\T Wappinger\a W2014\W21406 Martz Field Pavilion\Specifications\Tech Specs\042004oc Town of Wappinger Martz Field Pavilion B. Corrugated Metal Ties: Metal strips not less than 7/8 inch wide with corrugations having a wavelength of 0.3 to 0.5 inch and an amplitude of 0.06 to 0.10 inch made from steel sheet, galvanized after fabrication not less than 0.053 inch Ties made from galvanized steel sheet may be used in interior walls, unless otherwise indicated. C. Wire Ties, General: Unless otherwise indicated, size wire ties to extend at least halfway through veneer but with at least 5/8-inch cover on outside face. Outer ends of wires are bent 90 degrees and extend 2 inches parallel to face of veneer. D. Individual Wire Ties: Rectangular units with closed ends and not less than 4 inches wide. 1. Z-shaped ties with ends bent 90 degrees to provide hooks not less than 2 inches long may be used for masonry constructed from solid units or hollow units laid with cells horizontal. 2. Where wythes do not align, use adjustable ties with pintle-and-eye connections having a maximum adjustment of 1-1/4 inches. 3. Wire: Fabricate from 3/16-inch- diameter, hot-dip galvanized steel wire. Mill-galvanized wire ties may be used in interior walls, unless otherwise indicated. E. Adjustable Anchors for Connecting to Structure: Provide anchors that allow vertical or horizontal adjustment but resist tension and compression forces perpendicular to plane of wall. 1. Anchor Section for Welding to Steel Frame: Crimped 1/4-inch- diameter, hot-dip galvanized steel wire. Mill-galvanized wire may be used at interior walls, unless otherwise indicated. 2. Tie Section for Steel Frame: Triangular-shaped wire tie, sized to extend within 1 inch of masonry face, made from 0.188-inch- diameter, hot-dip galvanized steel wire. Mill-galvanized wire may be used at interior walls, unless otherwise indicated. 3. Connector Section for Concrete: Dovetail tabs for inserting into dovetail slots in concrete and attached to tie section; formed from 0.053-inch- thick, steel sheet, galvanized after fabrication. 4. Tie Section for Concrete: Corrugated metal ties with dovetail tabs for inserting into dovetail slots in concrete and sized to extend to within 1 inch of masonry face. F. Partition Top anchors: 0.097-inch- thick metal plate with 318-inch- diameter metal rod 6 inches long welded to plate and with closed-end plastic tube fitted over rod that allows rod to move in and out of tube. Fabricate from steel, hot- dip galvanized after fabrication. UNIT MASONRY ASSEMBLIES 042000 - 9 E\documents\T WappingeiAa W2014%M14M Mani Field PaNlion\SpecificationMTech Sp mv4200.doc Town of Wappinger Martz Field Pavilion G. Rigid Anchors: Fabricate from steel bars 1-1/2 inches wide by 1/4 inch thick by 24 inches long, with ends turned up 2 inches or with cross pins, unless otherwise indicated. 1. Corrosion Protection: Hot-dip galvanized to comply with ASTM A 153/A 153M. 2.7 MISCELLANEOUS ANCHORS A. Anchor Bolts: Headed or L-shaped steel bolts complying with ASTM A 307, Grade A; with ASTM A 563 hex nuts and, where indicated, flat washers; hot-dip galvanized to comply with ASTM A 153/A 153M, Class C; of dimensions indicated. 2.8 EMBEDDED FLASHING MATERIALS A. Metal Flashing: Provide metal flashing, complying with SMACNA's "Architectural Sheet Metal Manual And Division 7 Section "Sheet Metal Flashing and Trim" and as follows: 1. Stainless Steel: ASTM A 240/A 240M, Type 304, 0.016 inch thick. 2. Copper: ASTM B 370, Temper H00 or H01, cold-rolled copper sheet, 10- oz./sq. ft. weight or 0.0135 inch thick for fully concealed flashing; 16- oz./sq. ft. weight or 0.0216 inch thick elsewhere. 3. Fabricate continuous Flashings in sections 96 inches long minimum, but not exceeding 12 feet. Provide splice plates at joints of formed, smooth metal flashing. 4. Fabricate through-wall metal flashing embedded in masonry from stainless steel, with ribs at 3-inch intervals along length of flashing to provide an integral mortar bond. a. Available Products: 1) Cheney Flashing Company; Cheney Flashing (Dovetail). 2) Keystone Flashing Company, Inc.; Keystone 3-Way Interlocking Thruwall Flashing. 5. Fabricate through-wall flashing with snaplock receiver on exterior face where indicated to receive counterflashing. 6. Fabricate through-wall flashing with drip edge, unless otherwise indicated. Fabricate by extending flashing 1/2 inch out from wall, with outer edge bent down 30 degrees and hemmed. 7. Fabricate through-wall flashing with sealant stop, unless otherwise indicated. Fabricate by bending metal back on itself 3/4 inch at exterior face of wall and down into joint 3/8 inch to form a stop for retaining sealant backerrod. UNIT MASONRY ASSEMBLIES 042000 - 10 E'.\documents\T WappingeAa W2014\W21406 Martz Field PsWion\Specifications\Tectt Speoe\00200.doc Town of Wappinger Martz Field Pavilion B. Fabricate metal drip edges and sealant stops for ribbed metal flashing from plain metal flashing of same metal as ribbed flashing and extending at least 3 inches into wall with hemmed inner edge to receive ribbed flashing and form a hooked seam. Form hem on upper surface of metal so that completed seam will shed water. 9. Metal Drip Edges: Fabricate from stainless steel. Extend at least 3 inches into wall and 1/2 inch out from wall, with outer edge bent down 30 degrees and hemmed. 10. Metal Flashing Terminations: Fabricate from stainless steel. Extend at least 3 inches into wall and out to exterior face of wall. At exterior face of wall, bend metal back on itself for 3/4 inch and down into joint 3/8 inch to form a stop for retaining sealant backer rod. 11. Metal Expansion-Joint Strips: Fabricate from stainless steel to shapes indicated. 2.9 MISCELLANEOUS MASONRY ACCESSORIES A. Compressible Filler: Premolded filler strips complying with ASTM D 1056, Grade 2A1; compressible up to 35 percent; of width and thickness indicated; formulated from neoprene. B. Preformed Control-Joint Gaskets: Made from styrene-butadiene-rubber compound, complying with ASTM D 2000, Designation M2AA-805 or PVC, complying with ASTM D 2287, Type PVC-65406 and designed to fit standard sash block and to maintain lateral stability in masonry wall; size and configuration as indicated. C. Bond-Breaker Strips: Asphalt-saturated, organic roofing felt complying with ASTM D 226, Type I (No. 15 asphalt felt). D. Weep/Vent Products: Use the following, unless otherwise indicated: 1 . Wicking Material: Absorbent rope, made from UV-resistant synthetic fiber, 1/4 to 3/8 inch in diameter, in length required to produce 2-inch exposure on exterior and 18 inches in cavity between wythes. Use only for weeps. 2. Round Plastic Weep/Vent Tubing: Medium-density polyethylene, 3/8-inch OD by 4 inches long. 3. Rectangular Plastic Weep/Vent Tubing: Clear butyrate, 3/8 by 1-1/2 by 3- 1/2 inches long. 4. Cellular Plastic Weep/Vent: One-piece, flexible extrusion made from UV- resistant polypropylene copolymer, full height and width of head joint and depth 1/8 inch less than depth of outer wythe, in color selected from manufacturer's standard. a. Available Products: 1) Advanced Building Products Inc.; Mortar Maze weep vent. UNIT MASONRY ASSEMBLIES 042000 - 11 EWocuments\TWapFingeha W2014\W214 Martz Field PaWion\Spec cations\Tech Specs\04200.tloc Town of Wappinger Martz Field Pavilion 2) Dayton Superior Corporation, Dur-O-Wal Division; Cell Vents. 3) Heckmann Building Products Inc.; No. 85 Cell Vent, 4) Hohmann & Barnard, Inc.; Quadro-Vent. E. Cavity Drainage Material: Free-draining mesh, made from polymer strands that will not degrade within the wall cavity. 1. Provide one of the following configurations: a. Strips, full-depth of cavity and 10 inches wide, with dovetail shaped notches 7 inches deep that prevent mesh from being clogged with mortar droppings. b. Strips, not less than 3/4 inch thick and 10 inches wide, with dimpled surface designed to catch mortar droppings and prevent weep holes from being clogged with mortar. C. Sheets or strips full depth of cavity and installed to full height of cavity. J. Sheets or strips not less than 3/4 inch thick and installed to full height of cavity with additional strips 4 inches high at weep holes and thick enough to fill entire depth of cavity and prevent weep holes from being clogged with mortar. 2. Available Products: a. Advanced Building Products Inc.; Mortar Break. b. Archovations, Inc.; CavClear Masonry Mat. C. Dayton Superior Corporation, Dur-O-Wal Division; Polytite MortarStop. J. Mortar Net USA, Ltd.; Mortar Net. F. Reinforcing Bar Positioners: Wire units designed to fit into mortar bed joints spanning masonry unit cells with loops for holding reinforcing bars in center of cells. Units are formed from 0.142-inch steel wire, hot-dip galvanized after fabrication. Provide units with either two loops or four loops as needed for number of bars indicated. 1. Available Products: a. Dayton Superior Corporation, Dur-O-Wal Division; D/A 810, D/A 812 or D/A 817. b. Heckmann Building Products Inc.; No. 376 Rebar Positioner. C. Hohmann & Barnard, Inc.; #RB or#RB-Twin Rebar Positioner. d. Wire-Bond; O-Ring or Double O-Ring Rebar Positioner. UNIT MASONRY ASSEMBLIES 042000 - 12 E:\docoments\T Wappingena W2014\W21406 Martz Field PaWion\Specifications\Tecfi Specs\04200.doc Town of Wappinger Martz Field Pavilion 2.10 MASONRY-CELL INSULATION A. Loose-Granular Fill Insulation: Partite complying with ASTM C 549, Type II (surface treated for water repellency and limited moisture absorption) or Type IV (surface treated for water repellency and to limit dust generation). 2.11 MASONRY CLEANERS A. Proprietary Acidic Cleaner: Manufacturer's standard-strength cleaner designed for removing mortar/grout stains, efflorescence, and other new construction stains from new masonry without discoloring or damaging masonry surfaces. Use product expressly approved for intended use by cleaner manufacturer and manufacturer of masonry units being cleaned. 1 . Available Manufacturers: a. Diedrich Technologies, Inc. b. EaCo Chem, Inc. C. ProSoCo, Inc. 2.12 MORTAR AND GROUT MIXES A. General: Do not use admixtures, including pigments, air-entraining agents, accelerators, retarders, water-repellent agents, antifreeze compounds, or other admixtures, unless otherwise indicated. 1 . Do not use calcium chloride in mortar or grout. 2. Limit cementitious materials in mortar to portland cement, mortar cement, and lime. 3. Limit cementitious materials in mortar for exterior and reinforced masonry to portland cement, mortar cement, and lime. 4. Add cold-weather admixture (if used) at same rate for all mortar that will be exposed to view, regardless of weather conditions, to ensure that mortar color is consistent. B. Preblended, Dry Mortar Mix: Furnish dry mortar ingredients in form of a preblended mix. Measure quantities by weight to ensure accurate proportions, and thoroughly blend ingredients before delivering to Project site. C. Mortar for Unit Masonry: Comply with ASTM C 270, Property Specification. Provide the following types of mortar for applications stated unless another type is indicated or needed to provide required compressive strength of masonry. 1 . For masonry below grade or in contact with earth, use Type M. 2. For reinforced masonry, use Type S. 3. For mortar parge coats, use Type S. UNIT MASONRY ASSEMBLIES 042000 - 13 E Wocumets%T Wapping"W2014\W21406 Manz Ri d PaWionl5 ifications\Tech Spa¢\0420gdoc Town of Wappinger Martz Field Pavilion 4. For exterior, above-grade, load-bearing and non-load-bearing walls and parapet walls; for interior load-bearing walls; for interior non-load-bearing partitions; and for other applications where another type is not indicated, use Type N. 5. For interior non-load-bearing partitions, Type O may be used instead of Type N. D. Grout for Unit Masonry: Comply with ASTM C 476. 1. Use grout of type indicated or, if not otherwise indicated, of type (fine or coarse) that will comply with Table 1.15.1 in ACI 530.1/ASCE 6/1602 for dimensions of grout spaces and pour height. 2. Provide grout with a slump of 8 to 11 inches as measured according to ASTM C 143/C 143M. 2.13 SOURCE QUALITY CONTROL A. Concrete Masonry Unit Test: For each type of unit furnished, per ASTM C 140. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine conditions, with Installer present, for compliance with requirements for installation tolerances and other conditions affecting performance of work. 1. For the record, prepare written report, endorsed by Installer, listing conditions detrimental to performance of work. 2. Verify that foundations are within tolerances specified. 3. Verify that reinforcing dowels are properly placed. B. Before installation, examine rough-in and built-in construction for piping systems to verify actual locations of piping connections. C. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 INSTALLATION, GENERAL A. Thickness: Build cavity and composite walls and other masonry construction to full thickness shown. Build single-wythe walls to actual widths of masonry units, using units of widths indicated. B. Build chases and recesses to accommodate items specified in this and other Sections. UNIT MASONRY ASSEMBLIES 042000 - 14 E\do uments\T WappingeiAa W20141W21406 Matl Field Paolion\SpecificetionsJech Spea\04200 Coc Town of Wappinger Martz Field Pavilion C. Leave openings for equipment to be installed before completing masonry. After installing equipment, complete masonry to match the construction immediately adjacent to opening. D. Use full-size units without cutting if possible. If cutting is required to provide a continuous pattern or to ft adjoining construction, cut units with motor-driven saws; provide clean, sharp, unchipped edges. Allow units to dry before laying unless wetting of units is specified. Install cut units with cut surfaces and, where possible, cut edges concealed. E. Select and arrange units for exposed unit masonry to produce a uniform blend of colors and textures. 1 . Mix units from several pallets or cubes as they are placed. F. Comply with construction tolerances in ACI 530.1/ASCE 6/TMS 602 and with the following: 1 . For conspicuous vertical lines, such as external corners, door jambs, reveals, and expansion and control joints, do not vary from plumb by more than 1/8 inch in 10 feet, 1/4 inch in 20 feet, or 1/2 inch maximum. 2. For vertical alignment of exposed head joints, do not vary from plumb by more than 1/4 inch in 10 feet, or 1/2 inch maximum. 3. For conspicuous horizontal lines, such as lintels, sills, parapets, and reveals, do not vary from level by more than 1/8 inch in 10 feet, 1/4 inch in 20 feet, or 1/2 inch maximum. 4. For exposed bed joints, do not vary from thickness indicated by more than plus or minus 1/8 inch, with a maximum thickness limited to 1/2 inch. Do not vary from bed-joint thickness of adjacent courses by more than 1/8 inch. 5. For exposed head joints, do not vary from thickness indicated by more than plus or minus 1/8 inch. Do not vary from adjacent bed-joint and head-joint thicknesses by more than 1/8 inch. 6. For faces of adjacent exposed masonry units, do not vary from flush alignment by more than 1/16 inch except due to warpage of masonry units within tolerances specified for warpage of units. 7. For exposed bed joints and head joints of stacked bond, do not vary from a straight line by more than 1/16 inch from one masonry unit to the next. 3.3 LAYING MASONRY WALLS A. Lay out walls in advance for accurate spacing of surface bond patterns with uniform joint thicknesses and for accurate location of openings, movement-type joints, returns, and offsets. Avoid using less-than-half-size units, particularly at corners, jambs, and, where possible, at other locations. UNIT MASONRY ASSEMBLIES 042000 - 15 E:Wocuments\T Wappingeha W2014\MUX Martz Field PaNlion\Specifications\Tech Sped\04200,doc Town of Wappinger Martz Field Pavilion B. Bond Pattern for Exposed Masonry: Unless otherwise indicated, lay exposed masonry in bond pattern indicated on Drawings; do not use units with less than nominal 4-inch horizontal face dimensions at corners orjambs. C. Lay concealed masonry with all units in a wythe in running bond or bonded by lapping not less than 2 inches. Bond and interlock each course of each wythe at corners. Do not use units with less than nominal 4-inch horizontal face dimensions at corners or jambs. D. Stopping and Resuming Work: Stop work by racking back units in each course from those in course below; do not tooth. When resuming work, clean masonry surfaces that are to receive mortar, remove loose masonry units and mortar, and wet brick if required before laying fresh masonry. E. Built-in Work: As construction progresses, build in items specified in this and other Sections. Fill in solidly with masonry around built-in items. F. Fill space between steel frames and masonry solidly with mortar, unless otherwise indicated. G. Where built-in items are to be embedded in cores of hollow masonry units, place a layer of metal lath, wire mesh, or plastic mesh in the joint below and rod mortar or grout into core. H. Fill cores in hollow concrete masonry units with grout 24 inches under bearing plates, beams, lintels, posts, and similar items, unless otherwise indicated. I. Build non-load-bearing interior partitions full height of story to underside of solid floor or roof structure above, unless otherwise indicated. 1. Install compressible filler in joint between top of partition and underside of structure above. 2. Fasten partition top anchors to structure above and build into top of partition. Grout cells of CMUs solidly around plastic tubes of anchors and push tubes down into grout to provide 1/2-inch clearance between end of anchor rod and end of tube. Space anchors 48 inches o.c., unless otherwise indicated. 3. Wedge non-load-bearing partitions against structure above with small pieces of tile, slate, or metal. Fill joint with mortar after dead-load deflection of structure above approaches final position. 3.4 MORTAR BEDDING AND JOINTING A. Lay hollow concrete masonry units as follows: 1. With face shells fully bedded in mortar and with head joints of depth equal to bed joints. UNIT MASONRY ASSEMBLIES 042000 - 16 E\documents\T Wappinger a W2014\W21406 Mad Field Pavilion\Specifications\Tech Spea\04200 doc Town of Wappinger Martz Field Pavilion 2. With webs fully bedded in mortar in all courses of piers, columns, and pilasters. 3. With webs fully bedded in mortar in grouted masonry, including starting course on footings. 4. With entire units, including areas under cells, fully bedded in mortar at starting course on footings where cells are not grouted. B. Lay solid masonry units with completely filled bed and head joints; butter ends with sufficient mortar to fill head joints and shove into place. Do not deeply furrow bed joints or slush head joints. C. Tool exposed joints slightly concave when thumbprint hard, using a jointer larger than joint thickness, unless otherwise indicated. D. Cut joints flush for masonry walls to receive plaster or other direct-applied finishes (other than paint), unless otherwise indicated. 3.5 MASONRY-CELL INSULATION A. Pour granular insulation into cavities to fill void spaces. Maintain inspection ports to show presence of insulation at extremities of each pour area. Close the ports after filling has been confirmed. Limit the fall of insulation to 1 story in height, but not more than 20 feet. 3.6 MASONRY JOINT REINFORCEMENT A. General: Install entire length of longitudinal side rods in mortar with a minimum cover of 5/8 inch on exterior side of walls, 1/2 inch elsewhere. Lap reinforcement a minimum of 6 inches. 1 . Space reinforcement not more than 16 inches o.c. 2. Space reinforcement not more than 8 inches o.c. in foundation walls and parapet walls. 3. Provide reinforcement not more than 8 inches above and below wall openings and extending 12 inches beyond openings. a. Reinforcement above is in addition to continuous reinforcement. B. Interrupt joint reinforcement at control and expansion joints, unless otherwise indicated. C. Provide continuity at wall intersections by using prefabricated T-shaped units. D. Provide continuity at corners by using prefabricated L-shaped units. UNIT MASONRY ASSEMBLIES 042000 - 17 E,Wdd rents\T Wappingeha W2014\W21406 Math Field PaMlion\SPe ications\Tech Specs\04200 doc Town of Wappinger Martz Field Pavilion E. Cut and bend reinforcing units as directed by manufacturer for continuity at corners, returns, offsets, column fireproofing, pipe enclosures, and other special conditions. 3.7 ANCHORING MASONRY TO STRUCTURAL MEMBERS A. Anchor masonry to structural members where masonry abuts or faces structural members to comply with the following: 1. Provide an open space not less than 1/2 inch in width between masonry and structural member, unless otherwise indicated. Keep open space free of mortar and other rigid materials. 2. Anchor masonry to structural members with anchors embedded in masonry joints and attached to structure. 3. Space anchors as indicated, but not more than 24 inches o.c. vertically and 36 inches o.c. horizontally. 3.8 CONTROL AND EXPANSION JOINTS A. General: Install control and expansion joint materials in unit masonry as masonry progresses. Do not allow materials to span control and expansion joints without provision to allow for in-plane wall or partition movement. B. Form control joints in concrete masonry using one of the following methods: 1. Fit bond-breaker strips into hollow contour in ends of concrete masonry units on one side of control joint. Fill resultant core with grout and rake out joints in exposed faces for application of sealant. 2. Install preformed control-joint gaskets designed to fit standard sash block. 3. Install interlocking units designed for control joints. Install bond-breaker strips at joint. Keep head joints free and clear of mortar or rake out joint for application of sealant. 4. Install temporary foam-plastic filler in head joints and remove filler when unit masonry is complete for application of sealant. C. Provide horizontal, pressure-relieving joints by either leaving an air space or inserting a compressible filler of width required for installing sealant and backer rod specified in Division 7 Section "Joint Sealants," but not less than 3/8 inch. 1. Locate horizontal, pressure-relieving joints beneath shelf angles supporting masonry. UNIT MASONRY ASSEMBLIES 042000 - 18 E\40numentMT Wappinger a W2014\W21406 Matz Fleur Pawl n\Specdications\Tech Spea1042004oc