2010 - 2011 HIGHWAY ESTIMATES€¦ · Web view2017 - 2018 HIGHWAY ESTIMATES. ... ALSO, in order...

Please return to FRCOG by March 3, 2017

2017 - 2018 HIGHWAY ESTIMATESFranklin Regional Council of Governments Collective Purchasing Program

CITY/TOWN OF _____________________________________________________________

CONTACT PERSON ____________________________________________________

MAILING ADDRESS _____________________________________________________

_____________________________________________________

TELEPHONE # Email Address______________________

OPTIONAL: Cell Phone # of Hwy Supt ____________________

I understand that by submitting this survey, I am agreeing to pay for and participate in the FRCOG Highway Purchasing Program for the next fiscal year. There is no change to fees from last year. (Survey is due March 3, 2017)

Please note: Projects that will be paid for with Chapter 90 funds must be clearly identified with street names and quantities or estimates. This will be required in the MassDOT Prequalification Phase. Any estimates not delineated in the bids as Chapter 90 may not be reimbursable under Chapter 90. Projects can be modified/changed with permission of your State Aid Engineer.

PRODUCT BIDS H1 – H7FRCOG BID H-1

Aggregates & Loam

It is up to the user to be familiar with the specs and the best use of the product they order. MassDOT specs are available for these items and on file at the FRCOG office and are available by request. If you have any questions concerning the best products for your specific use, you may want to contact an engineer.

Picked Up Cu Yds Delivered Cu Yds_

Bank Run Gravel – 6” max type “a” ________________ _______________ (max 6% passing #200 sieve-MDOT 1.03.0)

Bank Run Gravel – 3” Minus max type “b” ________________ _______________ (max 6% passing #200 sieve-MDOT 1.03.0)

1 ½” Minus Screened Gravel –type “d” ________________ ____________ (max 6% passing #200 sieve –MDOT 1.03.0

¾” Screened Gravel-MDOT 1.03.0 ________________ _______________ (max 6% passing #200 sieve) 1” max

Loam (MDOT 1.05.0) ________________ _______________

Fill/Special Borrow (MDOT 1.02.0) ________________ _______________

Franklin Regional Council of Governments – Collective Purchasing Program – FY 2018 Highway Survey

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Please return to FRCOG by March 3, 20171 ½” Crushed Gravel MDOT 1.03.1 ________________ _______________ (max 6% passing #200 sieve)1” Minus Crushed Gravel MDOT 1.03.1 ________________ _______________ (max 6% passing #200 sieve) 60-95% must pass ¾”

Picked Up TONS Delivered TONS Reclaimed Pavement (Hardpak) __ _______________ 1 ½” max size, MDOT 1.09.01 ½” Washed Gravel Stone ________________ _______________ ASTM D448 Size #41 ½” Un-Washed Gravel Stone ________________ _______________ ASTM D448 Size #4¾” Washed Gravel Stone ________________ _______________ ASTM D448 Size #6½” Washed Gravel Stone ________________ _______________ ASTM D448 Size #73/8” Washed Gravel Stone ________________ _______________ ASTM D448 Size #81 ½” Crushed Stone (traprock) ________________ _______________ MDOT 2.01.1¾” Crushed Stone (traprock) ________________ _______________

MDOT 2.01.4½” Crushed Stone (traprock) ________________ _______________ MDOT 2.01.53/8” Crushed Stone (traprock) ________________ _______________ MDOT 2.01.61 ½” Dense Graded Crushed Stone ________________ _______________ (Traprock for sub-base MDOT 2.01.7½” Minus TRG (Traprock Gravel) ________________ _______________ 50-85% must pass 4# sieve MDOT 2.01.7¾” Minus RRG (Red Rock Gravel) ________________ _______________ No wear limitRip Rap 6” max ________________ _______________ MDOT 2.02.0Rockfill ________________ _______________ MDOT 2.02.1Dumped Rip Rap ________________ _______________

MDOT 2.02.2Franklin Regional Council of Governments – Collective Purchasing Program – FY 2018 Highway Survey

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Please return to FRCOG by March 3, 2017Stone for Pipe Ends ________________ _______________ MDOT 2.02.3Modified Rockfill _______________ MDOT 2.02.4Screenings/Stone Dust ________________ _______________ MDOT 2.05.0Comment(s) ____________________________________________________________

FRCOG BID H-2

Cold Patch

Bulk High Performance Cold Patch, picked up _____________________ Tons

High Performance Cold Patch delivered ___________ Pallets(approx. 50lb bags, 50 per pallet)

Note: our bid does NOT require the company to unload the pallets for the Town as almost all towns have fork tines for their loader to do that.

Comment(s) ____________________________________________________________

FRCOG BID H-3

Geotextiles - Please provide estimated Quantities and Application type.

Light Duty Rolls are 600 sq. yards either 12.5’ or 17.5’ width (Mirafi 500X™ or equal)Heavy Duty Rolls are 500 sq. yards either 12.5’ or 17.5” width (Mirafi 600X™ or equal or N series for Nonwoven)

# of Rolls OR Square Yards Application Type Woven/NonWoven

Light Duty _________

Heavy Duty _________

Comment(s) ____________________________________________________________


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Please return to FRCOG by March 3, 2017FRCOG BID H-4

Calcium Chloride or Magnesium Chloride (for dust/erosion control) Note: Bags only sold by the pallet – 55 50lb bags per pallet. Please check

M for MagnesiumDelivered Picked Up Or C for Calcium

50 # Bags ___________ ___________ M__ C__(55 bag minimum)

Liquid Calcium or MagnesiumChloride (gals) ___________delivered ___________applied M__ C__

Size of your tank ____________

Comment(s) ____________________________________________________________

FRCOG BID H-5

New in FY18: Please note that there is new section for this bid for aluminum/steel box culverts. Two towns have indicated that they may need these, but we will need to develop a specification. Please be as descriptive as possible of what you may need.

ALSO, in order to estimate your needs for culvert, please note that since culvert pipe comes in 20 foot lengths, please indicate the Number of 20ft lengths you need and the Number of Couplings you need instead of the total number of feet as we have done it in the past. This will make the quantities easier for me to determine.

Single Wall Corrugated Polyethylene Pipe “Plastic Culvert”

SINGLE WALL - FLEXIBLE Number of 20ft lengths

Number of 20ft lengths Number of Individual Couplings needed

Nominal Diameter Solid Perforated Split Coupling

6"

10"

12"

15"

18"

24" Next page for more culverts ->


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Double Wall Corrugated Polyethylene Pipe “Plastic Culvert”

DOUBLE WALL - RIGIDNumber of 20ft lengths # of Couplings # of Couplings

Nominal Diameter Solid Perforated Split Coupling Watertight Couplings

6"

10"

12"

15"

18"

24"

30"

36"

48"

Comment(s) ____________________________________________________________

NEW IN FY18 – ALUMINUM/STEEL BOX CULVERTS (STREAM CROSSINGS)

Span Length Needed (8 ½’ to 35’ available) _________________ feet

Height : _____________________ feet

Material: (circle or underline one): Galvanized Steel Aluminized Steel other_________________

Shape – (circle or underline one): Round Elliptical Other___________

Delivered to – (circle or underline one): Highway Garage Construction/Work Site

This is new for FY18 and the specification has not yet been written up. If you would like to participate in this bid, please contact Andrea to review specifications and requirements for your project. I have consulted Penn Culvert, EJ Prescott, Contech and Lane Enterprises websites, but please indicate if there are other companies.

Comments: ___________________________________________________________________________

_____________________________________________________________________________________


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Please return to FRCOG by March 3, 2017FRCOG BID H-6

9. Guardrail & Posts (PRODUCTS ONLY-Delivered) Estimated Quantity

Minimum order will be $100.

12.5' Straight rail sections, galvanized steel ____________ ea

12.5' Curved Sections, galvanized steel ____________ ea

Steel Terminal Ends ea

6'6" Steel posts, “H” section, galvanized ____________ ea

6'6" Wood posts, pressure treated ____________ ea

Splice bolts, 1 ½” length ____________ packs of 100

Post bolts, 2" length ____________ packs of 100



Post bolts, 10 ½” length ____________ packs of 100

Round washers, galvanized ____________ per lbs

Hex nuts, galvanized ____________ packs of 100

Offset spacers, galvanized ____________ ea

Offset spacers, pressure treated ____________ ea

Comments _______________________________________________________________

FRCOG BID H-7 HIGHWAY SIGNS

This bid has been discontinued now that we have access to the Regional Sign Making Machine at the Greenfield

DPW. If you would like custom or MUTCD signs and your town has signed on to the MOU, contact Greenfield

DPW directly per the instructions in the MOU. If you have not signed on to the MOU, please contact Bob Dean

at FRCOG at 774-3167x108 for more information.


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SERVICE BIDS H8 – H21

WE WILL CONTRACT WITH THE TWO LOWEST QUALIFIED BIDDERS FOR EACH OF THESE CONTRACTS TO ASSURE COMPLETION OF WORK. Because of this, we will not be requiring Payment Bonds in advance. IF YOU ESTIMATE YOU ARE GOING TO DO MORE THAN $25,000 WORTH OF PUBLIC WORKS CONSTRUCTION for a single project, by law you should request your own 50% payment bond at the time of the Notice to Proceed. This will be specified in the contract. I will send instructions out when we make our awards.

This would not apply to Catch Basin cleaning, but to all the other contracts under the Service Bids section. Catch basin cleaning is not construction.

FRCOG BID H-8

Catch Basin Cleaning, Equipment & Services Rental - By the Hour

Estimated number of hours needed for basic cleaning and jetting.

Estimated number of hours needed for line foaming.

Estimated number of hours needed __________ for lateral cleaning.

Estimated number of hours needed for sewer pipe cleaning.

Comments ___________________________________________________________________________

__________________________________________________________________________________________

Our low bidder last year was distressed that towns did not return calls about scheduling work. Please let me know in the Comments section if you ever used the new bidder, TRITON STORMWATER, and if you were satisfied. They never sent me a quarterly report, so I think no one may have used them.


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FRCOG BIDS H-9A AND H-9BLine Painting

Please estimate the number of feet you anticipate using in each category. Glass beads are required and included in all applications except parking line paint. Specifications Per MDOT 860.

We will ask for one price for line painting over one mile and one price for line painting under one mile. This is a suggestion from the Ch90 State Aid Engineer. Keep that in mind when estimating your footage.

Estimated Linear Feet Please Indicate

For Road Maintenance (M)For Chapter 90 (Ch90)

For New Pavement (Ch90)

BID H-9A (must fill in detail of projects on next page if using Ch90) feet M or Ch90 One mile will be the point for lower pricing (5,280 ft)

Thermoplastic white reflectorized pavement markings 4” Line ________ __________

Thermoplastic yellow reflectorized pavement markings 4” Line (multiply by 2 for double line) ________ __________

Thermoplastic white for 12” Wide lines for crosswalks/stop bars (in square feet) ________ __________

Thermoplastic white for 4” Wide for parking lines ________ __________

------------------------------------------------------------------------------------------------------------------------------------------------------------------

Waterborne Fast drying white traffic paint 4” Line ________ ___________

Waterborne Fast drying yellow traffic paint 4” Line (multiply by 2 for double line) ________ ___________

Waterborne fast drying white traffic paint, 12"W, for crosswalks/stopbars (in square feet) ________ ___________

Waterborne fast drying white traffic paint, 4"W, for parking lines ________ ___________

Details for Line Painting - Required If Using Chapter 90 FundsPlanned Street/Location(required for Ch 90 – this may be modified with permission of MassDOT State Aid Engineer)

est. lengthin feet

Chapter 90? Yes/No

Yes/No

Yes/No

Comments _____________________________________________________________________________


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Estimated Linear Feet For Road Maintenance (M) Only

BID H-9BNOT FOR CHAPTER 90 PROJECTS, MAINTENANCE ONLY feet

One mile will be the point for lower pricing (5,280 ft)

Chlorinated Rubber Low VOC white traffic painting 4” Line ________ ____M_____

Chlorinated Rubber Low VOC yellow traffic painting 4” Line(multiply by 2 for double line) ________ ____M_____

Chlorinated Rubber Low VOC white traffic paint, 12”W for crosswalks/stopbars (in sq ft) ________ __ _M_____

Chlorinated Rubber Low VOC white traffic paint, 4”W for parking lines ________ ____M____

FRCOG BID H-10

Guardrail & Post PRODUCTS & INSTALLATION Est Quantity

Standard Steel guard Straight w/ steel posts ____________ feet

Standard Steel guard Curved w/ steel posts ____________ feet

Standard Steel Straight w/ wooden posts ____________ feet

Standard Steel Curved w/ wooden posts ____________ feet

Standard Steel Terminal Ends ea

# Of reflectors, installed ____________ ea

Replace Wood Posts with Steel Posts (and rehang beams/panels as necessary) ____________ ea

# Of existing feet to be removed ____________ feet

Cor-ten guard Straight w/ steel posts ____________ feet

Cor-ten guard Curved w/ steel posts ____________ feet

Cor-ten Straight w/ wooden posts ____________ feet

Cor-ten Curved w/ wooden posts ____________ feet

Cor-ten Straight w/ Cor-ten posts ____________ feet

Cor-ten Curved w/ Cor-ten posts ____________ feet

Cor-ten Standard Terminal Ends ____________ ea

Recycled Standard Steel Straight ____________ feet

Details for Installed GuardrailPlanned Street/Location(required for Ch 90 – this may be modified with permission of MassDOT State Aid Engineer)

est. lengthin feet

# of End Sections

Chapter 90? Yes/No

Yes/No

Yes/No

Comments on Guardrail Install: Franklin Regional Council of Governments – Collective Purchasing Program – FY 2018 Highway Survey

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Please return to FRCOG by March 3, 2017_____________________________________________________________________________

FRCOG BID H-11 COMPREHENSIVE PAVEMENT PRESERVATION

This is bid in FIVE sections. Please contact Andrea if you want complete specifications for the treatments.

Section 1: Road Crack Sealing

Quote to be per gallon applied in-place. Please check your Product Preference Below

Estimated number of gallons. Fiber (PG) __________ or Rubber (PCRM) ____________

NEW FOR FY18. MINIMUM NUMBER OF GALLONS FOR FIBER (PG) = 1,000MINIMUM NUMBER OF GALLONS FOR RUBBER (PCRM) = 800

These amounts represent at least one days’ work. For projects smaller than that, it is best to use municipal funds rather than Chapter 90 and contract with the company separately from the FRCOG Contract on an hourly or half day contract price which will be less than the threshold needed for bidding.

Details for Road Crack Sealing applied in place:Planned Street/Location(required for Ch 90 – this may be modified with permission of MassDOT State Aid Engineer)

Estimated Gallons needed

Chapter 90?Yes/No

Yes/No

Yes/No

Yes/No

Comments ____________________________________________________________________

Section 2 Extendo-Pave® Crack Sealant OR EQUAL

Estimated number of gallons _____________

Details for Extend O Pave applied in place:Planned Street/Location(required for Ch 90 – this may be modified with permission of MassDOT State Aid Engineer)

Estimated gallons needed

Chapter 90?Yes/No

Yes/No

Yes/No

Comments ___________________________________________________________________


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Section 3 Microsurfacing HIMA:

Micro-Surfacing is a tough and durable thin overlay material which can restore the original service properties to worn but structurally sound pavements. Its properties are based on a blend of select crushed aggregate and a sophisticated chemical formulation of asphalt cement, cationic emulsifiers, additives, and polymersHiMA (6% SBS) Micro-Surfacing Residue PropertiesFor HiMA mixtures, emulsion testing by distillation method (ASTM D5 or AASHTO T49) shall yield a Softening Point (ASTM D36 or AASHTO T53) not less than 170 FType II - Primary and Residential Streets and Airport Runways: double course

Bid Per SQ YD Microsurfacing HIMA Please indicate how many total Sq Yds needed ___________

Details for Microsurfacing HIMA Type II applied in place:Planned Street/Location(required for Ch 90 – this may be modified with permission of MassDOT State Aid Engineer)

Estimated Square Yards

Chapter 90?Yes/No

Yes/No

Yes/No

Comments ___________________________________________________________________

Section 4 Microsurfacing Conventional:

Micro-Surfacing is a tough and durable thin overlay material which can restore the original service properties to worn but structurally sound pavements. Its properties are based on a blend of select crushed aggregate and a sophisticated chemical formulation of asphalt cement, cationic emulsifiers, additives, and polymersConventional Micro-Surfacing Residue PropertiesDistillation of residue will be at a temperature of 350 F for 20 minutes. Softening Point (ASTM D36 or AASHTO T53) of the residue shall be not less than 140 FType II - Primary and Residential Streets and Airport Runways: double course

Bid Per SQ YD Microsurfacing Conventional Please indicate how many total Sq Yds needed ___________

Details for Microsurfacing Conventional Type II applied in place:Planned Street/Location(required for Ch 90 – this may be modified with permission of MassDOT State Aid Engineer)

Estimated Square Yards

Chapter 90?Yes/No

Yes/No

Yes/No

Comments ___________________________________________________________________


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Please return to FRCOG by March 3, 2017Section 5 Polymer Modified Rejuvenating Fog Seal

This work shall consist of furnishing all materials, equipment, labor and preparation necessary for the application of a light coating of asphalt emulsion containing a rejuvenating agent to an existing or newly constructed asphalt pavement for the primary purpose of slowing the oxidation, raveling and other damage caused to unprotected asphalt pavements.

Bid Per SQ YD Fog Seal Rejuvenator Please indicate total Sq Yds needed ___________

Details for FOG SEAL applied in place:Planned Street/Location(required for Ch 90 – this may be modified with permission of MassDOT State Aid Engineer)

Estimated Square yards

Chapter 90?Yes/No

Yes/No

Yes/No

Comments ___________________________________________________________________

FRCOG BID H-13

Stone Seal, applied in-place.

Old Work, 1asphalt / 1 stone Square yardsOld Work - The quantity of asphalt material to be used on the Old Work application shall be in

the range of 0.35 to 0.5 gallons per square yard. Cover stone shall be spread in the range of 20 to 30 pounds per square yard. Stone shall be applied in one layer of 3/8”.

Double Seal, 2 asphalt / 2 stone _________________ Square YardsDouble Seal - The quantity of asphalt material to be used shall be in the range of 0.6 to 0.85

gallons per square yard. Cover stone shall be spread in the range of 45 to 85 pounds per square yard. The first layer of stone shall be ½” and second layer shall be 3/8”.

New Work I, 2 asphalt / 3 stone _________________ Square yardsNew Work I - The quantity of asphalt material to be used on the New Work application shall be

in the range of 0.8 to 1.5 gallons per square yard. Cover stone shall be spread in the range of 90 to 110 pounds per square yard. The first and second layers of stone shall be ½”, third layer shall be 3/8”. If cutback is to be used, it should be applied in the range of 0.8 to1.2 gallons per square yard. If emulsion is used, it should be applied in the range of 1.2 to 1.5 gallons per square yard.

New Work II, 2 asphalt / 3 stone _________________ Square yardsNew Work II - The quantity of asphalt material to be used on the New Work application shall

be in the range of 0.8 to 1.5 gallons per square yard. Cover stone shall be spread in the range of 90 to 110 pounds per square yard. The first layer of stone shall be ¼”, the second layers of stone shall be ½”, third layer shall be 3/8”. If cutback is to be used, it should be applied in the range of 0.8 to1.2 gallons per square yard. If emulsion is used, it should be applied in the range of 1.2 to 1.5 gallons per square yard.


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Details for stone seal, applied in place:Planned Street/Location(required for Ch 90 – this may be modified with permission of MassDOT State Aid Engineer)

est. lengthin feet

New Work (NW-1)New Work (NW-2)Double Seal (DS) orOld Work (OW)?

Require LIVE BOTTOMTrucks?

Chapter 90?Circle Yes/No

Yes/No Yes/No

Yes/No Yes/No

Yes/No Yes/No

Comments _____________________________________________________________________________

FRCOG BID H-14

10% Rubber Chip Seal Applied in-place“10% RUBBER POLYMERIZED MEMBRANE SURFACE TREATMENT WITH AGGREGATE COVER”

One Coat ________________________ Total Square YardsDetails for 10% rubber, applied in place:Planned Street/Location(required for Ch 90 – this may be modified with permission of MassDOT State Aid Engineer)

Estimated square yards Chapter 90?Yes/NoYes/No

Yes/No

Yes/No

20% Rubber Chip Seal Applied in-place“20% ASPHALT-RUBBER SURFACE TREATMENT WITH AGGREGATE COVER - STRESS ABSORBING MEMBRANE – SAM, STRESS ABSORBING MEMBRANE INTERLAYER - SAMI

One Coat ________________________ Total Square Yards

Details for 20% rubberized chip seal, applied in place:Planned Street/Location(required for Ch 90 – this may be modified with permission of MassDOT State Aid Engineer)

Estimated square yards Chapter 90?Yes/NoYes/No

Yes/No

Yes/No

Comments _____________________________________________________________________________FRCOG BID H-15Franklin Regional Council of Governments – Collective Purchasing Program – FY 2018 Highway Survey

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Section 1: Hot Mix Asphalt (Roadways)

Picked up __________________ tons Applied in place ______________ tons

Hot Poured Rubberized Asphalt Sealer __ lin feet

Tack Coat __________ gallons Berm Applied in place __________ tons

Hand Work tons Raising Castings? _________ total #

Breakdown by Project - Details for hot mix asphalt applied in place:Planned Street/Location(required for Ch 90 – this may be modified with permission of MassDOT State Aid Engineer)

Estimated tons

Est.sealer applied lin. ft

Est. tons Handwork

Est tack coatgallons

Est. tons Berm

# of Raised Castings

Ch 90?Circle Yes/No

Yes/No

Yes/No

Yes/No

Yes/No

Comments ____________________________________________

NEW IN FY 2018Section 2: Hot Mix Asphalt (Parking Lots, Playgrounds or other Municipal Properties) Applied In PlaceFor paving of other municipal properties including parking lots and playgrounds or smaller paving jobs that are less than 150 tons, we will seek additional pricing. These shall be paved with bituminous concrete (binder and/or top) in accordance with the MassDOT specification for this Item of Work. If handwork, berm, sealer, etc. is required, will be paid at the rates in the HMA roadway contract.

Applied in place ______________ tons for Parking Lots, Playgrounds or other Municipal Properties

Breakdown by Project - Details for hot mix asphalt parking lots/playgrounds applied in place:Planned Location(required for Ch)

Est tons – less than 150


Est. tons Handwork


Est. tons Berm


Ch 90?Circle Yes/No

Yes/No

Yes/No

Comments ____________________________________________ FRCOG BID H-16


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Please return to FRCOG by March 3, 2017Liquid Asphalt, applied in place

CUTBACK ASPHALTMC Cutback asphalt __________ gals.

Details for liquid asphalt applied in place:Planned Street/Location(required for Ch 90 – this may be modified with permission of MassDOT State Aid Engineer)

est. lengthin feet

estimated cost Chapter 90?Yes/No

$ Yes/No

$ Yes/No

Comments ____________________________________________

FRCOG BID H-17

Asphalt Pavement Reclamation

NOTE: WE HAVE ADDED FULL DEPTH RECLAMATION WITH CEMENT. I CAN SEND YOU THE BID SPECIFICATION IF YOU WANT TO LEARN MORE ABOUT THIS. IT IS QUITE PRICEY, $7-10/YD

ALSO, LAST YEAR WE HAD A PROTEST OVER INTERPRETATION OF THE BID PRICE OF THE ADDITION OF CALCIUM. THIS ITEM SHOULD BE BID BY THE SQUARE YARD, NOT BY THE GALLON AS WE HAD PREVIOUSLY DONE. RULE OF THUMB IS A SQUARE YARD IS APPROX ONE GALLON OF CALCIUM. IF YOU WANT TO USE A LOWER PROPORTION OF CALCIUM, YOU CAN NEGOTIATE WITH THE CONTRACTOR AT THE TIME OF PLACEMENT, BUT IT MAY NOT MEET MASSDOT SPEC.

BID ESTIMATES IN SQUARE YARDSPlanned Street/Location(required for Ch 90 – this may be modified with permission of MassDOT State Aid Engineer)

PavementReclaim only

Sq yds.

Pavement w/ fine grading &

vibratory compaction

Sq yds.

Full Depth Reclamation with Cement

Sq Yds.

# of structures

to be lowered

Addition of calcium

Sq yards

Chapter 90 Circle

Yes/No

Yes/No

Yes/No

Yes/No

Yes/No

Yes/No

Comments ____________________________________________

FRCOG BID H-18


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Please return to FRCOG by March 3, 2017Warm Mix Asphalt . Warm Mix Asphalt reduces compactive effort and permits lower production temperature than conventional hot mix asphalt. Our version will call for the WAX additive and not the foam additive type.

Section 1: Warm Mix Asphalt Roadways

Picked up ____________________ tons Applied in place _________________ tons

Hot Poured Rubberized Asphalt Sealer __ lin feet

Tack Coat __________ gallons Berm Applied in place __________ tons

Hand Work tons Raising Castings? ____#

Breakdown by Project - Details for warm mix asphalt applied in place:Planned Street/Location(required for Ch 90 – this may be modified with permission of MassDOT State Aid Engineer)

Estimated tons


Est. tons Handwork


Est. tons Berm


Ch 90?Circle Yes/No

Yes/No

Comments ____________________________________________

Section 2: Warm Mix Asphalt (Parking Lots, Playgrounds or other Municipal Properties) Applied In Place

Applied in place ______________ tons for Parking Lots, Playgrounds or other Municipal Properties

Breakdown by Project - Details for hot mix asphalt parking lots/playgrounds applied in place:Planned Location(required for Ch)

Est tons – less than 150


Est. tons Handwork


Est. tons Berm


Ch 90?Circle Yes/No

Yes/No

Yes/No

Comments ____________________________________________

FRCOG BID H-19

Hot In Place RecyclingBest for wide roads as the heaters are not width-adjustable – there may be centerline joint issues if the road is Franklin Regional Council of Governments – Collective Purchasing Program – FY 2018 Highway Survey

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Please return to FRCOG by March 3, 2017too narrow. MassDOT specs require HIP to be overlaid, so plan for that in your project.

Breakdown by Project - Details for HIPR Projects:

Planned Street/Location(required for Ch 90 – this may be modified with permission of MassDOT State Aid Engineer)

Est. Length Est. Width Total Square Yards

Chapter 90?Circle yes/no

yes/no

yes/no

Comments ____________________________________________

FRCOG BID H-20

Cold Planing/MillingBreakdown by Project - Details for Planing/Milling:


Square Yards Chapter 90? Circle Yes/No

Yes/No

Yes/No

Comments ____________________________________________

FRCOG BID H-21

Cold – In – Place RecyclingBreakdown by Project - Details for CIPR:


Est. Length

Est. Width

Total Square Yards

# of structures

& type

3” depthor

4” depth?

Chapter 90?Circle yes/no

yes/no

yes/no

Comments:__________________________________________________________________________

WINTER PRODUCTS Period of contract: 10/1/2017 - 9/30/2018You will have an opportunity to adjust these numbers before we go out to bid in

September.


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FRCOG BID W-1WINTER ROCK SALT

_______ Tons delivered ________ Tons picked up

_______ Town can accept tractor/trailer loads OR

_______ Town can only accept 10 wheel truck loads (20 tons)

Please state any vendor you are not willing to award to. ________________________

We will award this to a PRIMARY and SECONDARY vendor (70/30) for each town as long as two bidders are qualified and the prices reasonable. This is an extra assurance of being able to get the Quantity and Delivery that we need. Comments on Salt Issues:_________________________________________________________________

FRCOG BID W-2

Note: we no longer specify “washed” sand due to past inconsistencies. Sand must meet requirement for very low amount of #200 fines and organics. I can provide specs to you on request.

WINTER SAND (MassDOT SPEC) .


Minimum delivery will be one 10 wheel truck load (approx. 22 tons)

Please state any vendor you are not willing to award to. __________________________

Please state the number of vendors to be awarded if more than one. _________________

COARSE WINTER SAND (typically for use on dirt roads – up to ½ inch.)


Minimum delivery will be one 10 wheel truck load (approx. 22 tons)

Please state any vendor you are not willing to award to. __________________________

Please state the number of vendors to be awarded if more than one. _________________

FRCOG BID W-3

PRE-TREAT LIQUID AND TREATED WINTER SALT


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Please return to FRCOG by March 3, 2017A. Liquid Magnesium Chloride with 50% Distiller Soluble “Ice B Gone I / Magic-O” or Equivalent

1. Delivered to your location (1,200 gallon Minimum Delivery)Est. Gallons _______________

2. Applied to your Pile at the municipal locationEst. Gallons _______________

3. Mixed with Sodium Chloride Crushed Rock Salt and delivered to your locationEstimated Tons _______________

B. Liquid Magnesium Chloride with 20% Molasses “Ice B Gone II/ Magic Minus Zero” or Equivalent




C. Liquid Calcium (60%) with Organic Based Performance Enhancer (40%) “Safe Melt” or Equivalent




Comments _____________________________________________________________________________

______________________________________________________________________________________


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COMMENTS, SUGGESTIONS, PROBLEMS, ETC.

Use the remaining space (or attachments) for comments or suggestions, additional project details, suggestions for vendors to contact or past problems with vendors. In order to reject a low bidding vendor who has submitted a qualified bid, you must have WRITTEN back-up on file of your past quality/service issues before we go to bid. Please include it here or attach your reason on your town’s letterhead (preferred).

Thank you for participating in these collective bids. Product specifications are available by request.

Street Sweeping is now a Three Year Contract. Every year in January you will be surveyed to see if you want to

renew or be added to the contract (with permission of the contractor)

.

The Sand and Salt bids are issued in August for a September opening with awards for 10/1/2017 - 9/30/2018.

PLEASE RETURN SURVEYS TO ANDREA WOODS, FRCOG via email [email protected] or by mail to 12 Olive St, Suite 2, Greenfield, MA 01301.

If you Fax, please use a cover sheet with # of pages sent directed to ANDREA WOODS so it doesn’t get lost FAX # 413-774-3169,

PLEASE SEND/FAX BACK ALL PAGES AND CROSS OUT ANY SECTIONS/PAGES THAT YOU DON’T WANT SO I WILL KNOW THAT IT WASN’T JUST OVERLOOOKED. THANK YOU!

Please return survey by March 3, 2017


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