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Salem Highway Maintenance FacilitySalem Highway Maintenance FacilityCategory: Government - Misc. Bldgs. Project ID #: 1001967174Street Address: 54 Shadow Lake Rd. Salem NH 03079 Confirmed Value $3,594,800.00County: Rockingham Stage: Low Bids AnnouncedBid Date: 3/1/2017 , 02:00PMArchitect: Cowan Goudreau ArchitectsDocuments Available: Plans, Specs, Addenda available in
InsightPlans available from New Hampshire Bureau of Public Works,Design & Construction (BPW)
Last Update: 3/8/2017 Additional Documents - Bid Results were Added/Updated
Personal NotesPersonal NotesUserUser NoteNote UpdateUpdate
Scope Site work and new construction of a municipal facility in Salem, New Hampshire. Completed planscall for the construction of a 14,700-square-foot municipal facility; and for site work for a municipalfacility. Construction of a Highway Maintenance Facility consisting of a 8,000 sf maintenancebuilding, 6,700 sf salt building, fuel station, and associated sitework and utilities. The Project willinclude the Discipline(s) of: Site Construction, Concrete, Wood and Plastics, Thermal and MoistureProtection, Doors and Windows, Finishes, Special Construction, Mechanical, Electrical. Biddersshould act promptly and submit all questions in writing to Roger E. Dionne, P.E, fax 603/271-3515, e-mail [email protected] Overall project completion date is May 31, 2018 with the following interimcompletion dates: 1. The salt building and approaches shall be completed by September 29, 2017. 2.The patrol building and approaches shall be completed by November 30, 2017. Bidders are advisedthat final bid award, as approved by Governor and Executive Council, and issuance of a notificationto proceed with the work, can occur up to 60 days or more after the bid opening date. The right isreserved to waive any informalities in or to reject any or all proposals. NHDOT - Salem HighwayMaintenance Facility
Notes Bid Date: 03/01/2017 02:00PM Sealed proposals will be deposited in the Bid Box, Room No 112,John O Morton Building, Concord, NH or submitted electronically. Development include(s): NewConstruction, Site Work
PlanholdersPlanholdersCompany NameCompany Name AddressAddress PhonePhone EmailEmail FaxFaxHarMac Rebar & Steel 103 Cornshop Road , Fryeburg, ME
04037(207) 935-3531
(207) 935-3058
ContractsContractsClassificationClassification ConditionsConditions BondingBonding Bid DateBid Date Bids ToBids To Bid TypeBid TypeGeneral Contractor Bid:5.00%,Perf:100.0
0%,Pay:100.00%3/1/2017 Owner Open Bidding
HistoryHistoryUserUser ViewedViewed First Viewed DateFirst Viewed Date Currently Tracked?Currently Tracked? Date TrackedDate TrackedAdam Sweet True 9/6/2016 False
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DEPARTMENT OF ADMINISTRATIVE SERVICES BUREAU OF PUBLIC WORKS
X RÛMALD115 m i B.
5 f f LAURENCE JR.Ill JfeMOfP
tJOHN 0. MORTON BUILDING
HAZEN DRIVE BOX 483 ROOM 250
CONCORD, NEW HAMPSHIRE 03302-0483
(603) 271-3516 FAX(603) 271-3515
ENGINEER/ARCHiTECT:
RBL
DESIGNED BY: CHECKED BY:APPROVED BY:
NIT HAMPSHIRE P.E. 110263 DJP RBLRBL
5 Dartmouth Drive, Suite 101 Auburn, NH U.SJL1 Stantec 03102Tel 603.669.8672 Fax. 603.669.7636 11w.stantec.com NH. State COA 00865
REV: JOB NO. 191711440
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0204 INTERSTITIAL INSPECTION PORT
REFER TO SPECIFICATIONS FOR DEWATERING REQUIREMENTS
1) THE TANK INSTALLER MUST BE ICC CERTIFIED AND ON SITE PER NHDES REQUIREMENTS.
2) SAFE EXCAVATION IS THE CONTRACTOR’S RESPONSIBILITY. THE CONTRACTOR WILL PROVIDE APPROPRIATE EXCAVATION SUPPORT (i.e. SHEETING AND EXCAVATION SUPPORT) TO FURNISH SAFE CONDITIONS.
3) IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL UNDERGROUND FRP STORAGE TANKS ARE INSTALLED ACCORDING TO LOCAL, STATE, FEDERAL REGULATIONS, AND MFR’S SPECIFICATIONS.
4) MECHANICAL TANK ANCHORING IS REQUIRED FOR ALL
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8) ALL TANKS ARE TO BE SET LEVEL IN ACCORDANCE WITH
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NEW NHDOT PATROL SECTION 514 FACILITY 54 SHADOW LAKE ROAD
SALEM, NEW HAMPSHIRE
BY
PROJECT No.
80666RFUELING SYSTEM UST DETAILS
CONTAINMENT SOLUTIONS INC. TANK CONTRACT: H
FS.T.1SCALE: DATE:DRAWN BY:
DJP JANUARY 13, 2017AS SHOWN SHEET: 7
REVISIONSDESCRIPTION
NOTE:CONTRACTOR TO FILL OUT TANK TILT VERIFICATION FORM.
DWG: 3_J1716_SALEM NHDOT FS_T.DWG
NOTE:
• EXCAVATION SUPPORT SHOWN IS GRAPHICAL IN NATURE ONLY. CONTRACTOR SHALL FURNISH EXCAVATION SUPPORT PLAN PRIOR TO COMMENCING WORK.
• IN THE EVENT GROUNDWATER IS EXPECTED, THE SHORING SHALL HAVE SEALED CORNERS
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EXCAVATION SUPPORT CONTRACTOR SHALL DESIGN AND INSTALL SHORING
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2) SAFE EXCAVATION IS THE CONTRACTOR’S RESPONSIBILITY. THE CONTRACTOR WILL PROVIDE APPROPRIATE EXCAVATION SUPPORT (I.e. SHEETING AND EXCAVATION SUPPORT) TO FURNISH SAFE CONDITIONS.
3) IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL UNDERGROUND FRP STORAGE TANKS ARE INSTALLED ACCORDING TO LOCAL, STATE, FEDERAL REGULATIONS, AND MFR’S SPECIFICATIONS.
4) MECHANICAL TANK ANCHORING IS REQUIRED FOR ALL
TANK INSTALLATIONS. ANCHORS/DEADMEN TO BE DESIGNED AND PROVIDED BY TANK MFR OR PREFABRICATED PER TANK MFR’S REQUIREMENTS AND
ARE TO BE INSTALLED AS PER TANK MFR’S SPECIFICATIONS.COSTS ASSOCIATED WITH THE DEADMEN.
5) USE ONLY TANK MFR’S SPECIFIED ANCHOR STRAPS.
NUMBER AND LOCATION IN ACCORDANCE WITH TANK MFR’S INSTALLATION INSTRUCTIONS.
6) ALL HOLD-DOWN STRAPS MUST BE UNIFORMLY
TIGHTENED. STRAPS MUST BE TIGHTENED UNTIL SNUG,BUT CAUSE NO DEFLECTION OF THE TANK.
7) WIRE ROPE ANCHORS OVER THE TANKS ARE NOT
ACCEPTABLE AS A MEANS OF ANCHORING TANKS. UNLESS WRITTEN CONFIRMATION IS RECEIVED FROM TANK MFR AS AN ALTERNATIVE METHOD.
8) ALL TANKS ARE TO BE SET LEVEL IN ACCORDANCE WITH
MFR’S INSTALLATION INSTRUCTIONS.9) ALL UNDERGROUND EXPOSED ANCHOR HARDWARE TO BE
COATED WITH MASTIC AND WRAPPED IN GEOTEXTILE.10) THE USTs SHALL HAVE BALLAST INTRODUCED TO 95%
OF CAPACITY AFTER THEY HAVE RECEIVED BACKFILL TO THE TOP OF THE USTs AND PRIOR TO PIPING INSTALLATION. WATER SHALL BE USED AS BALLAST.
11) CONTRACTOR SHALL FILL OUT TANK TILT VERIFICATION FORM.
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PEA GRAVEL AS SPECIFIED BY
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CONTRACTOR SHALL DESIGN AND INSTALL SHORING SYSTEM
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OF TANK INSTALLATION.
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