pump station fuel storage tanks replacement project€¦ · · 2016-10-07pump station fuel...

Pump Station Fuel Storage Tanks Replacement ProjectPump Station Fuel Storage Tanks Replacement ProjectCategory: Government - Misc. Bldgs., Tanks Project ID #: 1004176856Street Address: To Be Announced Agawam MA 01001 Confirmed Value $300,000.00County: Hampden Stage: Biddate SetBid Date: 10/19/2016 , 02:00PMArchitect:Documents Available: Plans, Specs available in Insight Plans available from Tighe & Bond - WestfieldLast Update: 10/5/2016 Plans,Specs were Added/Updated

NotesNotes

Details [Division 2]: Dewatering, Earthwork, Grading, Slope Protection & Erosion Control, Paving & Surfacing,Fences & Gates. [Division 3]: Concrete Formwork, Concrete Reinforcement, Structural Concrete.[Division 4]: Clay Unit Masonry, Marble. [Division 5]: Metal Fabrications. [Division 9]: Painting.[Division 11]: Fluid Waste Treatment/Disposal Equipment. [Division 13]: Ground Storage Tanks.[Division 14]: Elevators. [Division 16]: Voice & Data Systems.

Additional DetailsAdditional DetailsListed On: 9/29/2016 Floor Area:Contract Type: Work Type: AlterationStage Comments 1: Floors Below Grade:Stage Comments 2: Owner Type: CityBid Date: 10/19/2016 Mandatory Pre Bid Conference:Invitation #: A-0914 Commence Date: 11/18/2016Structures: 2 Completion Date:Single 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

Owner Town of Agawam 36 Main St , Agawam,MA 01001

(413) 786-0400

(413) 786-9927

Civil Engineer Tighe & Bond -Westfield

Gary Roberts 53 SouthamptonRoad , Westfield, MA01085

(413) 875-1316

[email protected]

(413) 562-5317

Buyer Activity ReportBuyer Activity ReportStatusStatus Activity LevelActivity Level ContacContac

ttCompanyCompanyNameName

SourceSource PhonePhone EmailEmail BusinessBusinessTypeType

TradesTrades LastLastActiveActive

NewNew JimKinch

S R SPetroleumServices Llc

(781)589-7434

[email protected]

Subcontractor

Assessment,SubsurfaceInvestigation,SiteRemediation,Contaminated SiteMaterialRemoval,Facility...

9/29/2016

NewNew WyllysCass

GayleCorporation

(610)296-0970

[email protected]

Supplier Equipment 10/3/2016

NewNew DeeRodriguez

FitzgeraldFences Inc.

(413)584-3335

[email protected]

Subcontractor

GeneralRequirements,Summary,Price andPaymentProcedures,AdministrativeRequirements,

9/29/2016

Report Date: 10/5/2016 10:38:10 AM © 2016 ConstructConnect. All Rights Reserved. of 2

Requirements,Survey and...

ContractsContractsClassificationClassification ConditionsConditions BondingBonding Bid DateBid Date Bids ToBids To Bid TypeBid TypeGeneral Contractor 10/19/2016 Owner Open Bidding

HistoryHistoryUserUser ViewedViewed First Viewed DateFirst Viewed Date Currently Tracked?Currently Tracked? Date TrackedDate TrackedAdam Sweet True 10/5/2016 False

Report Date: 10/5/2016 10:38:10 AM © 2016 ConstructConnect. All Rights Reserved. of 2

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tD V) <

%" CHAMFER- ALL EDGES

9" REINFORCED CONCRETE PAD, SEE DETAIL ON SHEET 6

-WEATHER PROOF VENT HOOD WITH SCREEN

-3" STEEL FILL PIPE

12341 w-AUTOMATIC SHUT OFF VALVE

2" BALL VALVE

2" CHECK VALVE

REMOTE FILL, SEE DETAIL ON SHEET 6

TANK INNER WALL

- FUEL FLOAT

V i' SUCTION PIPE

-TANK GROUND

750 GALLON UL 2085 CYLINDRICAL

y2"-y4" COMPACTED PROCESSED AGGREGATE BASE, 12" DEEP

ABOVE GROUND STORAGE TANK ELEVATIONl /2 " = l '- 0 "

SCHEDULE OF PENETRATIONSFITTING

SIZE MONITOR

© 4" 2” ATMOSPHERIC VENT

4" SPARE

© 6" PRIMARY TANK EMERGENCY VENT

© 6" INTERSTITIAL EMERGENCY VENT

© 4" MECHANICAL LEVEL GAUGE

© 4" FUEL OIL SUPPLY AND FUEL OIL RETURN

© 4" 2" FILL

© 2" INTERSTITIAL MONITOR PORT

PROVIDE NEW 15 ■ GALLON DAY TANK

BALL VALVES-a

y2" FIRE SAFETY VALVE'

Yz" FOS AND FOR' TO GENERATOR

BALL VALVES

3" STEEL SLEEVE, GROUT FILL 7'-6

oro 12'-8

8 ' - 8 ’ S'-O1

FIRE SAFETY VALVE'

BALL VALVES'

■3' GATE

ANTI SIPHON VALVE- (FOS ONLY)

REMOTE FILL

2'-0

l'-0 oro

o

■6' HIGH CHAIN LINK FENCE, SEE DETAIL ON SHEET 6

15'-8’

750 GALLON UL 2085 CYLINDRICAL ABOVE GROUND STORAGE TANK PLAN

l /2 " = l '- 0 "

Tighe&BondConsulting Engineers

www. tighebond. com

NS-2A-NS-1A-2

EROSION CONTROL BARRIER (TYP)NS-1A-3/

NS-1B-1AC SEWER

DIRECT BURIAL CABLE ELEC & TEL. SERVICE

%ASPHAL T DRIVEWA Y

% NS-2A-4v 0REMOVE BIRCH

TREEREMOVE EXISTING DAY

TANK & PLATFORMNS-1B-2

\ \ h REMOVEu ' j i \ Jsr500/GAL

\ y a fu el oil tanks. ^

NS-2A-5

ELECTRIC METERNORTH ST.

PUMP STATION-n

\^ W

\ i / \ uAPPROXIMATE LOCATION OF FOS, FOR AND VENT PIPING FOR REMOVAL

NS-2A-6

DIVERSIONMANHOLE

NS-2A-7

WELL £ 0 \l/ NS-2A-8METER

MANHOLE

NS-1B-3NS-2A-14 PROPOSED AST ON — CONCRETE SUPPORT PAD

NS-2A-136' HIGH CHAIN LINK FENCE

NS-1B-4

SITE PLAN1" = 10'

DEMOLITION NOTES:

1. DRAWINGS ARE BASED ON "WASTEWATER PUMPING STATION DET. OF PUBLIC WORKS, AGAWAM, MASS" DRAWINGS BY TIGHE & BOND, DATED JANUARY 1976.

2. REMOVE ONE 500-GALLON UNDERGROUND STORAGE TANK AND PIPING.

3. TIGHE & BOND WILL PROVIDE LICENSED SITE PROFESSIONAL SERVICES FOR THE UST REMOVAL.

4 .THE TANK SHALL BE EMPTIED OF ALL COMBUSTIBLE FLUIDS AND RINSED WITH A MINIMUM OF 55-GALLONS OF CLEAN WATER TO REMOVE RESIDUAL MATERIALS. RINSE WATER SHALL BE REMOVED AND DISPOSED OF FOLLOWING STATE AND FEDERAL DISPOSAL REQUIREMENTS FOR REGULATED WASTES.

5. CONTRACTOR SHALL ASSUME THAT DISPOSAL OF 50 GALLONS OF FUEL OIL WILL BE REQUIRED, EXCLUDING CLEANING FLUIDS.

6. CONTRACTOR SHALL ASSUME THAT THE UST EXCAVATION WILL NOT BE BACK-FILLED UNTIL LABORATORY RESULTS INDICATE THAT SOIL EXCAVATION AND REMOVAL DUE TO A RELEASE OF FUEL FROM THE TANK IS NOT REQUIRED. FOR THE PURPOSES OF SCHEDULING, ASSUME THAT SOIL SAMPLES WILL BE SUBMITTED FOR ANALYSIS THE DAY FOLLOWING THE REMOVAL OF EACH TANK WITH A REQUESTED TURN-AROUND TIME OF TWO BUSINESS DAYS.

7. THE OWNER RESERVES THE RIGHT TO ALLOW BACKFILLING OF THE EXCAVATIONS BEFORE THE LABORATORY RESULTS ARE RECEIVED.

8. PIPING LOCATED WITHIN THE BUILDING'S CONCRETE FOUNDATION AND FLOOR MAY BE ABANDONED IN PLACE. PIPING TO ABANDONED IN PLACE SHALL BE EMPTIED, CLEANED, CUT FLUSH WITH THE SURFACE OF THE CONCRETE AND FILLED WITH NON-SHRINK GROUT.

9. WHERE EXISTING PIPING THROUGH WALLS AND FLOORS ARE REMOVED, THE OPENINGS SHALL BE FILLED WITH NON-SHRINK GROUT.

PROPOSED INSTALLATION NOTES:

1. PROVIDE ONE 750-GALLON, FIREGUARD, UL 2085 CYLINDRICAL ABOVEGROUND STORAGE TANK WITH APPURTENANCES AS DETAILED IN SECTIONS 13201 AND 13426.

2. MAINTAIN A MINIMUM CLEARANCE BETWEEN THE TANK AND THE BUILDING AND FENCE.

3. TWO (2) NEW 1/2" DIAMETER FUEL SERVICE LINES SHALL BE INSTALLED FROM THE NEW ABOVEGROUND TANK TO THE DAY TANK.

4. ALL NEW PIPING SHALL BE PAINTED AS DETAILED IN SECTION 09900.

5. INSTALL FIRE EXTINGUISHER WHERE DIRECTED BY ENGINEER.

VAUNSKJCHEMICAL

tO’lblO\b

Pump Station Fuel Storage TankReplacementProject

Agawam,Massachusetts

MARK DATE DESCRIPTION

PROJECT NO: A0914DATE: 07/22/2016FILE: A-0914-SHT3.dwgDRAWN BY: JMHCHECKED: GMRAPPROVED BY: PMV

NORTH STREET P.S.

SCALE: AS SHOWN

SHEET 3 OF 6

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TANK INNER WALL-

AUTOMATIC SHUT- OFF VALVE (INSIDE TANK)

3" BALL VALVE

3" CHECK VALVE

3" STEEL FILL PIP

REMOTE FILL-

9" REINFORCED CONCRETE PAD, SEE DETAIL ON SHEET 6

-WEATHER PROOF VENT HOOD WITH SCREEN

® ® © ® © 0 © ©

/ — FUEL FLOAT

—V i' SUCTION PIPE

% " CHAMFER ALL EDGES

TANK GROUND COMPACTED PROCESSED AGGREGATE BASE, 12" DEEP

500 GALLON UL 2085 CYLINDRICAL ABOVE GROUND STORAGE TANK ELEVATION

l / 2 B= l'- 0 "

Vz" FIRE SAFETY VALVEFOS AND FOR'

TO GENERATOR

BALL VALVESSEE DETAIL, SHEET

PROVIDE NEW 15- GALLON DAY TANK ■3" STEEL .SLEEVE,

GROUT FILL

8'-0 oCO

6 ' - 0 ’

■%" FIRE SAFETY VALVE

y2" BALL VALVES

o @•ANTI SIPHON VALVE (FOS ONLY)oo

l '-0 " MIN.ALL SIDES

■REMOTE FILL, SEE DETAIL ON SHEET 6


SIZE MONITOR

® 4" 2" ATMOSPHERIC VENT

® 4" 2" FILL




© 4" y>" FUEL OIL SUPPLY AND FUEL OIL RETURN

© 4" SPARE

® 2" INTERSTITIAL MONITOR PORT

500 GALLON UL 2085 CYLINDRICAL ABOVE GROUND STORAGE TANK PLAN

i /2 " = r -o "

PV-1A-2

FORCEMAIN

JMETER PITTELEPHONE

WET WELL

PROVIDE 500 GALLONS OF TEMPORARY FUEL STORAGE

PUMP STATION

BUILDING

ROSION CONTRO BARRIER ALONG INSIDE OF FENCE

REMOVEEXISTING 500 GALLON

FUEL TANK, PIPING AND DAY TANK

EW 10' WIDE BLE GATE, SEE

d e t a I lToCURB

PV-2A-4

SITE PLAN1" = 10’

DEMOLITION NOTES:

1. DRAWINGS ARE BASED ON "SANITARY SEWERS, DEPT. OF PUBLIC WORKS, AGAWAM, MASS" DRAWINGS BY TIGHE & BOND, DATED JULY, JANUARY 1976.

2. REMOVE ONE 500-GALLON UNDERGROUND STORAGE TANK AND PIPING.

3. TIGHE & BOND WILL PROVIDE LICENSED SITE PROFESSIONAL SERVICES FOR THE UST REMOVAL.





8. PIPING LOCATED WITHIN THE BUILDING'S CONCRETE FOUNDATION AND FLOOR MAY BE ABANDONED IN PLACE. PIPING TO ABANDONED IN PLACE SHALL BE EMPTIED, CLEANED, CUT FLUSH WITH THE SURFACE OF THE CONCRETE AND FILLED WITH NON-SHRINK GROUT.


10. SUPPORT PIPING AS DETAILED IN SECTION 15060.


1. PROVIDE ONE 500-GALLON, FIREGUARD, UL 2085 CYLINDRICAL ABOVEGROUND STORAGE TANK WITH APPURTENANCES AS DETAILED IN SECTIONS 13201 AND 13426.

2. PROVIDE A UL CERTIFIED, 500-GALLON TEMPORARY FUEL TANK AND APPURTENANCES.

a. THE TEMPORARY TANK SHALL BE LOCATED SO AS NOT TO INTERFERE WITH TANK REMOVAL OR INSTALLATION OF THE PROPOSED PERMANENT TANK.

3. MAINTAIN A MINIMUM CLEARANCE BETWEEN THE TANK AND THE BUILDING AND FENCE.

4 .TWO (2) NEW Va" DIAMETER FUEL SERVICE LINES SHALL BE INSTALLED FROM THE NEW ABOVEGROUND TANK TO THE DAY TANK.

5. ALL NEW PIPING SHALL BE PAINTED AS DETAILED IN SECTION 09900.

6. INSTALL FIRE EXTINGUISHER WHERE DIRECTED BY ENGINEER.

TigheScBondConsulting Engineers

www. tighebond. com

VALtNSKICHEMICAL




PROJECT NO: A0914DATE: 07/22/2016FILE: A-0914-SHT4.dwg

DRAWN BY: JMHCHECKED: GMRAPPROVED BY: PMV

PLEASANT VALLEY P.S.

SCALE: AS SHOWN

SHEET 4 OF 6

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■WEATHER PROOF VENT HOOD WITH SCREEN

©© © s ^ © ©

(5to<

11234 y ̂ /__ v pi

S-nAUTOMATIC SHUT OFF VALVE

EMOTE FILL, SEE DETAIL ON SHEET 6

54" CHAMFER ALL- EXPOSED EDGES

TANK INNER WALL

FUEL FLOAT

W SUCTION PIPE

9" REINFORCED CONCRETE PAD, SEE DETAIL ON SHEET 6 -TANK GROUND COMPACTED PROCESSED

AGGREGATE BASE, 12" DEEPTO FURNACE LOCATED

ON BASEMENT LEVEL

■y2" FOS AND FOR TO GENERATOR

- 1,500 GALLON UL 2085 CYLINDRICAL ABOVE GROUND STORAGE TANK ELEVATION

i/2 "= r-o "■y2" FIRE SAFETY VALVE

•SEE DETAIL, SHEET 6

PROVIDE NEW 15 GALLON DAY TANK

■y2" BALL VALVES

-3" STEEL SLEEVE, GROUT FILL

EXISTING CHAIN- LINK FENCE

I

y2" FIRE SAFETY VALVEEMOTE FILL

ot H

in

ry2" BALL VALVES'

P O o o o M

I____

ANTI SIPHON VALVE (FOS ONLY)

9'-7"

3" SWING CHECK VALVE

il

ROVIDE NEW DAY TANK, MOUNT TO EXISTING PAD

UT PIPING FLUSH WITH FLOOR AND WET WELL WALL, CLEAN AND FILL WITH NON-SHRINK GROUT

100-FOOT BUFFER ZONE

SOUTH STREET PUMP STATION

WET WELLTIE W FOS AND FOR INTO EXISTING FURNACE IN BASEMENTREMOVE EXISTING

DAY TANK

SAW CUT ASPHALT, SEE SHEET 6 FOR REPAIR DETAIL

REMOVEEXISTING 500 GALLON FUEL TANK

EW ABOVE GROUND STORAGE TANK

— EROSION CONTROL BARRIERS

" BOLLARDS

100-FOOT BUFFER ZONE

JEXISTING CHAIN LINK FENCEPAVED DRIVEWAY

Tighe&BondConsulting Engineers

www. tighebond. com

VAUNSKJCHEMICAL

/o.y~2o/&

SITE PLAN1" = 10 '


3" CAM AND GROVE DRY DISCONNECT

6" BOLLARDS, SEE DETAIL, SHEET 6

13'-7


SIZE MONITOR

© 2" INTERSTITIAL MONITOR PORT

4" 3" ATMOSPHERIC VENT




© 4" 24" FUEL OIL SUPPLY & 24" FUEL OIL RETURN TO BOILER

© 4" 24" FUEL OIL SUPPLY AND 24" FUEL OIL RETURN TO DAY TANK

© 4" 3" FILL

1,500 GALLON UL 2085 CYLINDRICAL ABOVE GROUND STORAGE TANK PLAN

1/2"=r-0"

DEMOLITION NOTES:

1. DRAWINGS ARE BASED ON "WASTEWATER PUMPING STATION DEPT. OF PUBLIC WORKS, AGAWAM, MASS" DRAWINGS BY TIGHE & BOND, DATED JANUARY 1976.

2. REMOVE ONE 2,000-GALLON UNDERGROUND STORAGE TANK AND PIPING.

3. TIGHE & BOND WILL PROVIDE LICENSED SITE PROFESSIONAL SERVICES FOR THE UST CLOSURE.





8 .PIPING LOCATED WITHIN THE WET WELL MAY REMAIN AFTER BEING CUT FLUSH WITH THE WALL AND FLOOR, CLEANED AND THE PENETRATIONS FILLED WITH NON-SHRINK GROUT.



1. PROVIDE ONE 1,500 GALLON, FIREGUARD, UL 2085 CYLINDRICAL ABOVEGROUND STORAGE TANK WITH APPURTENANCES AS DETAILED IN SECTIONS 13201 AND 13426.

2 .MAINTAIN A MINIMUM CLEARANCE BETWEEN THE TANK AND THE BUILDING AND FENCE.

3. FOUR (4) NEW Va" DIAMETER FUEL SERVICE LINES SHALL BE INSTALLED FROM THE NEW ABOVEGROUND TANK TO THE DAY TANK AND BUILDING FURNACE.

4 .FOS AND FOS PIPING TO THE BUILDING FURNACE SHALL BE ROUTED OUTSIDE OF THE WET WELL.

5. ALL NEW PIPING AND BOLLARDS SHALL BE PAINTED AS DETAILED IN SECTION 09900.

6. INSTALL FIRE EXTINGUISHER WHERE DIRECTED BY OWNER.



PROJECT NO: A0914DATE: 07/22/2016FILE: A-0914-SHT5.dwgDRAWN BY: JMHCHECKED: GMRAPPROVED BY: PMV

SOUTH STREET P.S.

SCALE: AS SHOWN

SHEET 5 OF 6

($ 1(figures)

Tighe&Bond

Item Item Name and Unit Bid Prices „ . , „ . Total Amount of ItemXT i Estimated Quantity .. ...Number Written in Words and Figures (in figures)

1 School Street Pump Station, Agawam, MA

Closure-in-place of one 2,000 gallon single wall Lump Sum = $steel, concrete encased underground storage tank, piping, day tank and ancillary equipment.

($ )

2 School Street Pump Station, Agawam, MA

Installation of one new 1,500 gallon UL 2085listed aboveground storage tank, piping, Lump Sum = $concrete pad, fence, and ancillary equipment

($ )

3 North Street Pump Station, Agawam, MA

Removal of one 500 gallon single wall steel Lump Sum = $underground storage tank, piping, day tank and ancillary equipment.

($ )

4 North Street Pump Station, Agawam, MA

Installation of one new 750 gallon UL 2085 listedaboveground storage tank, piping, concrete pad, Lump Sum = $fence, and ancillary equipment

($ )

A-0914/9/29/2016 -4

Tighe&Bond

ItemNumber

Item Name and Unit Bid Prices Written in Words and Figures

Estimated Quantity Total Amount of Item (in figures)

5 South Street Pump Station, Agawam, MA

Removal of one 2,000 gallon single wall steel underground storage tank, piping, day tank and ancillary equipment.

Lump Sum $

($ )

6 South Street Pump Station, Agawam, MA

Installation of one new 1,500 gallon UL 2085 listed aboveground storage tank, piping, concrete pad, and ancillary equipment

I .limp Sum $

($ )

7 Pleasant Valley Pump Station, Agawam, MA

Removal of one 500 gallon single wall steel underground storage tank, piping, day tank and ancillary equipment.

I .limp Sum $

($ )

8 Pleasant Valley Pump Station, Agawam, MA

Installation of one new 500 gallon UL 2085 listed aboveground storage tank, piping, fuel pump, dispenser, and ancillary equipment

I .limp Sum $

($ )

ARTICLE 6 - TIME OF COMPLETION

6.1 Bidder agrees that the Work will be substantially completed and ready for final payment in accordance with paragraph 15.06 of the General Conditions on or before the dates or within the number of calendar days indicated in the Agreement.

6.2 Bidder accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete the Work within the times as stated in the Agreement.

A-0914/9/29/2016 -5