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Addendum 1ADDENDUM NO. 1 TO CONTRACT NO. 13-010 CONSTRUCTION BID AND CONTRACT FOR ROUTE 9 WATER MAIN LOOP TOWN OF WAPPINGER March 21, 2014 NOTE: This Addendum forms a part of the contract documents. Acknowledge receipt of this addendum in the appropriate location on the bid. GENERAL The following addendum including changes, additions and/or deletions are hereby made a part of this contract. The Engineer's Estimate for this contract is approximately $1.3 million. The time for completion of the project is as noted in Division 300 of the specifications. A pre bid meeting was held on Mar 18, 2013 and included in the Addendum is the attendance list for the pre-bid meeting. Any further requests for interpretations must be received no later than 12:OOPM on March 24. There are various paving requirements for each portion of the project. Paving notes have been provided on each of the drawing sheets to note the specific requirements and the Contractor shall comply with these paving notes. The Contractor shall field verify all existing utilities and shall contact Dig Safely New York (1 800 962-7962) prior to Construction. The installation shall conform to the requirements of NYS Part 753 -Protection of Underground Facilities, including verification of underground facilities. PLANS Drawings PP-1 and PP-2 The following clarifications are provided: Parking areas shall be repaved per the Off- Road trench detail, matching existing conditions. Mill all parking areas at a minimum of 1"deep for the full parking area width at a length that will provide a smooth transition from the existing parking area surface to the proposed paved areas. Barrister's Row is a Town Road and is shown between approximate Stations 11+00 to 15+00. The existing retaining wall near Barrister's Row shall be replaced to match existing conditions. Add: Drawings ADD-1-1 and ADD-1-2, NYSDOT Revisions to PP-1 and PP-2 This shall be incorporated into the Contract Documents. The New York State Department of Transportation (NYSDOT) has requested additional labeling of existing site signs and utility poles, as noted on updated drawings. The Contractor shall maintain and protect all signs and traffic control devices during the course of construction. Contactor shall field verify locations of signs and poles and obtain utility Page 1 of 4 E:\documents\T Wappingerla W20081W20802 United ~IVapp Water\W20802.12 Meadow Rte9 Loops Filtration\Submissions and ApprovalslContract13-010_ADD1_032114.doc ADDENDUM NO. 1 TO CONTRACT NO. 13-010 CONSTRUCTION BID AND CONTRACT FOR ROUTE 9 WATER MAIN LOOP TOWN OF WAPPINGER March 21, 2014 company approval in advance to hold pole and relocate guy wire as necessary for construction. A slight adjustment in the water main location may be permitted to minimize conflicts with poles. The updated plan portions have been included in reduced size format and full size sheets shall be made available to the Contractor for submission to the NYSDOT as part of the permit application to be completed by the Contractor. Drawings PP-2 through PP-6 The following clarifications are provided: For Macfarlane Road, a 2" overlay shall be provided over the road as indicated in the contract drawings. The temporary pavement requirements noted under Section 00800 in this addendum shall also apply: Drawing MD-4, Storm Sewer Conflict Details The following clarification is provided: Details on K-crete fill requirements are included in this detail. SPECIFICATIONS Division 100, Section A.6 Delete "five (5) working days" and Insert "five (5) calendar days" Division 200, Bid Form: The following clarification is provided: The invitation to bid Notice to Contractors date was March 3, 2014. Section 00800 -Special Conditions 1.6 Permits and Approvals: The following clarifications are provided: All fees for any Town Highway Permits shall be waived for this project. Blasting will be restricted within any State Right-of-Way areas and shall be subject to review and approval of the New York State Department of Transportation as part of their Highway Permit Requirements. Blasting requirements are specified in specification Section 02229. State Roads for this project include Route 9. There are no County roads in this project. Page 2 of 4 E:\documents\T Wappingerla W20081W20802 United Wapp Water\W20802.12 Meadow_Rte9 Loops Filtration\Submissions and ApprovalslContractl3-010_ADD 1 _032114.doc ~ .... ADDENDUM NO. 1 TO CONTRACT NO. 13-010 CONSTRUCTION BID AND CONTRACT FOR ROUTE 9 WATER MAIN LOOP TOWN OF WAPPINGER March 21, 2014 1.15 Measurement and Payment: The Following clarifications are provided: Item No. 2 Water Main, Select Materials -The unit pricing includes the furnishing, installation and compaction of all select materials. The select materials shall be provided as noted in trench details and suitable excavated material is the only material not considered to be select material. Item No. 2 Water Main, Temporary Pavement -The scope of work for temporary pavement shall be as follows: Temporary pavement will be required for all trenches (main and services) that cross or are within the roadway. Temporary pavement must be installed by the end of work on the closest Friday following installation of pipe in the affected trenches. If the work is performed when blacktop plants are closed, cold patch may be used. Cold patch must be removed and replaced with binder prior to installing the pavement overlay. A minimum 10 ton roller shall be used for compaction. If settlement does not occur and the condition of the temporary binder is acceptable to the Highway Superintendent, the overlay can be placed over the temporary pavement. If settlement occurs or the binder is not considered to be in an acceptable condition, it must be removed and replaced with binder per the typical Town Road Trench Detail on sheet MD-4. Item No. 5 Services -The service locations may be revised in the field to minimize areas where rock is present, subject to review and approval of the Engineer. Section 01322 -Photographic Documentation, Section 3.1: Item E. Pre-Construction Photographs, Delete: "Take eight photographs". And Insert: "Take 50 photographs". Item F. Periodic Construction Photographs, Delete: "Take 12 color or digital photographs". And Insert: "Take 25 color or digital photographs". Item G. Final Completion Construction Photographs, Delete: "Take eight color or digital photographs". And Insert: "Take 50 color or digital photographs". Section 02229 -Rock Removal The following clarification is provided: If blasting is proposed for rock removal, the Contractor shall make an in-depth inspection of all properties and utilities within a minimum distance of 250 feet of any part of the rock removal area to note structure interior and exterior condition, including foundation walls, sidewalks, pools, and the like. The inspection and written report shall be conducted by a firm or individual experienced in this type of work. This report shall be submitted to and approved by the Engineer prior to any rock removal by blasting. Page 3 of 4 E:klocuments\T Wappinger\a W2008\W20802 United Wapp Water\W20802.12 Meadow_Rte9 Loops Filtration\Submissions and Approvals\Contractl3-010_ADD 1 _032114.doc ADDENDUM NO. 1 TO CONTRACT NO. 13-010 CONSTRUCTION BID AND CONTRACT FOR ROUTE 9 WATER MAIN LOOP TOWN OF WAPPINGER March 21, 2014 Section 02667 -Project Water Mains The following clarifications are provided: Thrust blocks shall only be used for end caps, as noted on the end cap details on Drawing MD-3. All products shall be domestically produced within North America and in new condition. Section 02675 -Pressure Testing and Disinfection of Water Distribution System The following clarifications are provided: For Disinfection Testing, the Owner will provide supply water for flushing purposes for the initial pressure and disinfection testing procedures only; any required retesting supply water shall be the responsibility of the Contractor. The current water rate for the UWWD is $1.20/100 CF. The Contractor shall also be responsible for disposal of all flushing water. Prior to disinfection, the water main shall be filled to eliminate air pockets and shall be flushed to remove particulates. Section 02950 -Trees, Plants and Ground Cover The following clarifications are provided: It is not intended to replace trees removed for the installation of water main. Replacement of trees would only apply for any protected trees damaged during construction activities. Page 4 of 4 E:\documents\T Wappingerla W20081W20802 United Wapp Water\W20802.12 Meadow_Rte9 Loops FiltrationlSubmissions and Approvals\Contractl3-010_ADD 1 _032114.doc w =~. 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MAINTAIN /PROTECT ALL SIGNS /TRAFFIC CONTROL DEVICES DURING THE COURSE OF CONSTRUCTION NOTE: NYSDOT REQUESTED ADDITIONS TO THE PLANS AFTER THE START OF BIDDING. THE ADDITIONS INVOLVED MOSTLY SHOWING ADDITIONAL ROADWAY FEATURES ON ROUTE 9 AND OLD POST ROAD AND CALLING FOR SIGNS TO BE PROTECTED. THE ABOVE ROAD SIGN... NOTE WAS ADDED. 4 UTILITY POLES NOT SHOWN ON THE PLAN PRIOR TO THESE NYSDOT REVISIONS, ARE SHOWN ON THIS PLAN WITH REVISION CLOUDS. FIELD VERIFY THE LOCATION OF UTILITY POLES AND OBTAIN UTILITY COMPANY APPROVAL IN ADVANCE TO HOLD POLES AND RELOCATE GUY WIRES AS NECESSARY FOR CONSTRUCTION. SLIGHT ADJUSTMENT OF WATER MAIN LOCATION MAY BE PERMITTED TO MINIMIZE CONFLICTS WITH POLES FOLLOWING CONTRACT AWARD FULL SIZE VERSIONS OF THIS PLAN WILL BE PROVIDED TO THE CONTRACTOR FOR THE CONTRACTOR'S SUBMISSION TO NYSDOT FOR THE PERMIT r V ~i TE 1': amw~.,c '. ,~ W z J S. 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