Danbury High School Phase 3, Bid Package No 3 · Structural Precast Concrete. ... PROVIDE...
Transcript of Danbury High School Phase 3, Bid Package No 3 · Structural Precast Concrete. ... PROVIDE...
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Danbury High School Phase 3, Bid Package No 3Danbury High School Phase 3, Bid Package No 3Category: High Schools Project ID #: 1004032128Street Address: 43 Clapboard Ridge Rd. Danbury CT
06813Staff Estimate Value $3,200,000.00
County: Fairfield Stage: SUBBIDS: ASAPBid Date: 5/19/2016 , 12:00PMArchitect: Friar AssociatesDocuments Available: Plans, Specs available in Insight Plans available from Joseph Merritt & Company-DanburyLast Update: 5/7/2016 Plans were Added/Updated
NotesNotes
Scope Renovation of an educational facility in Danbury, Connecticut. Completed plans call for therenovation of an educational facility. State Project No. 034-0146 E/A/RR Phases III of VI Bid PackageNo. 03; Phase 3: Various Projects as Listed Below Sealed Bid Proposals will be accepted for thefollowing Bid Packages: Bid Package No. 3.1 Cafeteria Expansion Bid Package No. 3.2 SiteWork/Site Concrete/UST Removal/Grease Separator /New Parking Area and associated work. AKASite Work Bid Package No. 3.3 Plumbing and Mechanical Bid Package No. 3.4 Installation of FireSprinklers (existing bldg.'s A, B, & E) Bid Package No. 3.5 Installation of new Fire Alarm System (entireexisting bldg.) State Set-Aside requirements per CHRO shall be followed by all contractors andsubcontractors. All contractors shall comply with Conn. Gen. Stat. 4a-60, 4a-60a, 4a-60g, and 46a-68f as amended. All contractors shall subcontract 25% of their contract value to DAS certifiedSBE/MBE and 25% of that work with DAS certified MBE/WBE/DBE contractors. The contractor shallalso provide that the labor force shall contain 18% minority workers and 2.6% female workers, pertrade. The Rizzo Corporation reserves the right to reject any and all bids or to waive any informalities,irregularities, or technical defects in the Bids.
Notes Bid Date: 05/19/2016 12:00PM Director of Public Works, 155 Deer Hill Ave., Danbury, CT. Bidsreceived after the time indicated above will not be considered and will be returned unopened. Bidswill be publicly opened and read aloud shortly after the receipt time indicated above at the, DanburyCity Hall, 155 Deer Hill Ave., Danbury, CT 06810, in the Engineering Division Conference room C3.Pre-Bid Meeting: 05/05/2016 10:00AM Rizzo Corporation headquarters 64 Triangle Street Danbury,CT 06810. All bidders are required to attend. Development include(s): Renovation
Details [Division 2]: Building Demolition, Hazardous Material Abatement, Clearing, Dewatering, Earthwork,Grading, Slope Protection & Erosion Control, Paving & Surfacing, Unit Pavers, Water Systems, Wells,Sewerage & Drainage, Irrigation, Fences & Gates, Landscaping. [Division 3]: Architectural Concrete,Structural Precast Concrete. [Division 4]: Clay Unit Masonry, Concrete Unit Masonry. [Division 5]:Structural Steel. [Division 6]: Finish Carpentry. [Division 7]: Insulation, Shingles. [Division 8]: Glass &Glazing. [Division 9]: Lath & Plaster, Stucco, Tile, Painting. [Division 10]: Interior Signs. [Division 12]:Window Treatment. [Division 13]: Ground Storage Tanks. [Division 14]: Elevators, Material HandlingSystems. [Division 15]: Mechanical Insulation, Fire Protection Systems, Plumbing Piping, HydronicPiping, Steam & Steam Condensate Piping, HVAC Pumps, Boilers, Air Handling, Ductwork, Testing &Balancing. [Division 16]: Service/Distribution, Interior Lighting, Alarm & Detection Systems.
Additional DetailsAdditional DetailsListed On: 4/28/2016 Floor Area:Contract Type: Work Type: AlterationStage Comments 1: Floors Below Grade:Stage Comments 2: Owner Type: CityBid Date: 5/19/2016 Mandatory Pre Bid Conference:Invitation #: 034-0146III Commence Date: 6/13/2016Structures: Completion Date: 8/28/2016Single Trade Project: Site Area:Floors: LEED Certification Intent:Parent Project ID: Units:Parking Spaces:
Project ParticipantsProject ParticipantsCompany RoleCompany Role Company NameCompany Name ContactContact
NameNameAddressAddress PhonePhone EmailEmail FaxFax
Architect Friar Associates 281 Farmington Ave., Farmington, CT06032
(860) 678-1291
(860) 677-5265
Plans Representative Joseph Merritt & 4 Christopher (203) 743- (203) 791-Report Date: 5/9/2016 10:42:46 AM ©2015 Construction Market Data Group LLC Page 1 of 2
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Plans Representative Joseph Merritt &Company-Danbury
4 ChristopherColumbus Ave. ,Danbury, CT 06810
(203) 743-6734
(203) 791-8621
Owner City of Danbury -PurchasingDepartment
Charles Volpe 155 Deer Hill Ave. ,Danbury, CT 06810
(203) 797-4571
(203) 796-1527
ConstructionManager
Rizzo Corporation Seth Shepard 64 Triangle Street ,Danbury, CT 06810
(203) 731-3131
(203) 731-5364
ContractsContractsClassificationClassification ConditionsConditions BondingBonding Bid DateBid Date Bids ToBids To Bid TypeBid TypeGeneral Contractor 5/19/2016 Owner Open Bidding
Report Date: 5/9/2016 10:42:46 AM ©2015 Construction Market Data Group LLC Page 2 of 2
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REMOVE EXISTING FUEL OIL TANK LEVEL & MONITORING SYSTEM. REMOVE ALL CONDUIT TO WALL OR SLAB & CAP. REMOVE POWER BACK TO SO URCE.-----
DOWN & CONNECT TO EXIST 2 ” FUEL OIL SUPPLY AND RFTIJRN IN ROII FR ROOM. n
2 ” FOS&R RUN OVERHEAD IN ROOM, COORDINATE WITH EXISTING SERVICES AND EQUIPMENT.-
DROP & PROVIDE NEW CORE DRILLED OPENING(S) TO TUNNEL. DO NOT RUN PIPING THROUGH EXITING TUNNEL ACCESS OPENING:
(E) TUNNEL ACCESS DOOR IN BOILER ROOM-
PROVIDE FUSIBLE LINK ISOLATION VALVES IN PIPING AT ENTRY TO BOILER ROOM
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AST FUEL OIL MONITORING AND CONTROL SYSTEM PANEL.
OVERFILL ALARM ACKNOWLEDGE & INDICATOR SWITCH Sc LIG H T-----
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RETURN BEND (TYPICAL)
AIR SEPERATOR
LR P -A SUSPENDED FROM STRUCTURE ABOVE. REFER TO ARCH. DETAILS FOR MOUNTING
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COORDINATE PIPING ROUTING WITH NEW PLUMBING DRAINAGE WORK IN THIS AREA.--------
REMOVE EXISTING STEAM FIN TUBE RADIATION AND ENCLOSURES ALONG THIS WALL. CUT BACK PIPING AND CAP IN TUNNEL BELOW. REMOVE CONTROL VALVES AND CAP PNEUMATIC TUBING BEHIND FINISHES.
TANK OVERFILL ALARM LIGHT AND HORN. MOUNT ON WALL 8 ’ ABOVE GRADE.-
LADDER FOR ACCESS TO FILL BOX.-
TRANSITION TO STEEL PIPING IN CONTAINMENT SUMP W /LEAK DETECTION-
PROVIDE WATERTIGHT SLEEVE THROUGH EXISTING TUNNEL WALL BELOW GRADE
DOWN TO CONNECTION TO DOUBLE WALL CONTAINMENT PIPING ABOVE CONCRETE PAD. DROP DOWN THROUGH CONCRETE PAD & RUN BURIED TO & THROUGH TUNNEL WALL.
X— X--------- X— X--------X— X--------X— X---------X— X--------X— X--------X— X-----
CAP EXISTING BURIED FUEL OIL SUPPLY & RETURN PIPING & LEVEL CONTROLS CONDUIT AT BOTH ENDS AND ABANDON IN PLACE
REMOVE EXISTING BURIED FUEL OIL TANK. REFER TO REQUIREMENTS BELOW AND IN CIVIL ENGINEER DRAWINGS.
RUN NEW 2 ” FOS&R PIPING IN EXIST PIPE TUNNEL BELOW FLOOR. SUSPEND FROM CEILING OF TUNNEL. COORDINATE WITH EXISTING SERVICES.
FUEL OIL TANK REMOVAL PROCEDURE
1. WORK SHALL BE PERFORMED BY A LICENSED AND QUALIFIED TANK REMOVAL COMPANY FAMILIAR WITH REMOVING UNDERGROUND FUEL STORAGE TANKS (UST) IN THE STATE OF CT.
2. ALL NECESSARY PERMITS AND NOTIFICATIONS WILL BE MADE PRIOR TO TANK REMOVAL.
3. THE OIL IN THE TANK WILL BE PUMPED OUT, TANK CLEANED, AND PROPERLY DISPOSED OF ACCORDING TO CT DEEP GUIDELINES.
4. SOIL SAMPLE(S) WILL BE TAKEN FROM THE EXCAVATION OF THE UNDERGROUND STORAGE TANK WITHIN 2 4 HOURS AND SUBMITTED TO A STATE CERTIFIED ANALYTICAL LAB FOR TESTING OF TOTAL PETROLEUM HYDROCARBON (TPH).
5. RESULTS AND DOCUMENTATION OF THE TEST SHALL BE SUBMITTED TO THE LOCAL FIRE MARSHAL AND OWNER WITHIN ONE WEEK OF THE TANK REMOVAL.
6. THE SOIL WILL BE REPLACED FROM WHERE THE TANK WAS REMOVED AND AREA RESTORED IF NO CONTAMINATION IS DETECTED.
7. IF THERE IS EVIDENCE OF CONTAMINATION, REMEDIATE THE CONTAMINATED SOIL BY REMOVAL AND CERTIFIED DISPOSAL. REMEDIATION SHALL BE IN CONFORMANCE CT DEEP ’’UNDERGROUND STORAGE TANK REGULATIONS” . PROVIDE UNIT PRICING FOR REMEDIATION (REMOVAL, DISPOSAL AND RESTORATION).
LOCKABLE FILL BOX W / SPILL CONTAINMENT AND OVERFILL ALARM LOCATED ON TOP OF TANK.
18 MANHOLE
VENTS
2 FOS&R RUN ATOP CONCRETE PAD ON PIPE STANDS
GAUGE PORTS (MECHANICAL & ELECTRONIC)
NEW 1 0 ,0 0 0 GALLON ABOVE GROUND (AST) DOUBLE WALL FUEL OIL TANK.MOUNT ON REINFORCED CONCRETE SLAB (REFER TO STRUCTURAL DRAWINGS).
SECONDARY MONITORING PORT
FUEL OIL SUPPLY (SUCTION) CONNECTION ON TOP OF TANK. PROVIDE AN TI-SYPH O N VALVE.
EXTEND VENTS SO THAT OPENINGS ARE 2 ’ - 0 ABOVE GRADE
FUEL OIL RETURN CONNECTION ON TOP OF TANK
UNIT C - MECHANICAL PLAN - LEVEL 2SCALE: 3/32" □ 1 ED" 0 2 ’ 8 ’
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S.C.G.STATE PROJECT NUMBER:
034-0146 E/A/RR: PHASE 3 OF 6
CITY PROJECT NO. 14-18
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03-17-2016 ISSUED FOR CONSTR.
03-17-2016 100D CDS
02-17-2016 D.D.R SUBMISSION
01-05-2016 SCHEMATIC DESIGN
DATE ISSUED TO
SCALE
AS NOTEDDRAWING NO.
M-100DRAWN BY
AKF
CHECKED BY
AKFFILE NO.
15220.03