CITY OF SACO, MAINE2021. 3. 8. · HMA plants shall conform to AASHTO M156. The scales shall be inspected and sealed by the State Sealer annually to verify their accuracy. Plant scales

CITY OF SACO

BID SOLICITATION

2021 HOT MIX ASPHALT

The City of Saco is soliciting bids for Hot Mix Asphalt for the period of April 1, 2021 to April 1,

2022. Bids must be submitted on the bid response form in a sealed envelope marked “2021 Hot Mix

Asphalt”. Bids will be accepted until 1:00pm on Wednesday, March 24, 2021, at the Public Works

Department located at 15 Phillips Spring Road, Saco, Maine, 04072. There will be a public opening of

all bids received at that time. For a copy of the bid documents please contact Travis Moore, Deputy Director, Saco Public Works

Department at [email protected] or by calling (207) 284-6641. The City of Saco is Sales Tax Exempt. Reviewed and approved by: _______________________________ Date: ____________

Bryan Kaenrath

City Administrator

CITY OF SACO, MAINE Administration Department Bryan Kaenrath, City Administrator Saco City Hall Telephone: (207) 284-4191 Ext: 341 300 Main St Email: [email protected] Saco, Maine 04072 Facebook: www.facebook.com/SacoMaine/

3/8/21

mailto:[email protected]


http://www.facebook.com/SacoMaine/

CITY OF SACO


Instructions & Specifications

Instructions:

The City of Saco is soliciting bids for Hot Mix Asphalt for the period of April 1, 2021 to April 1, 2022.

Bidders/Contractors shall thoroughly review the entire bid solicitation package and become familiar

with all of the specifications within the document. If the Bidder/Contractor would like to submit a bid

for any or all of the bid items within this contract, please fill out the attached “Bid Response Form”.

Bids must be submitted on the “Bid Response Form” in a sealed envelope marked “2021 Hot Mix

Asphalt”. Bids will be accepted until 1:00pm on Wednesday, March 24, 2021, at the Public Works

Department located at 15 Phillips Spring Road, Saco, Maine, 04072. There will be a public opening of

all bids received at that time.

The following roadway machine placed Hot Mix Asphalt gradations are being bid: 9.5mm, 12.5mm, and

19mm. Each gradation of roadway machine placed Hot Mix Asphalt will have three different pricing

options depending on the final quantity of placed mix for each mobilization to a project. A bid shall also

be provided for picked up/loaded unit prices for 9.5mm Hot Mix Asphalt, 12.5mm Hot Mix Asphalt,

19mm Hot Mix Asphalt, curb mix, and cold patch. Also included in this bid solicitation is a bid request

for sidewalk paving, parking lot paving, driveway paving, hand placed paving, cold planing, reclaiming,

reclaiming with cement, and bituminous tack coat.

Any questions regarding the bid specifications should be directed to Travis Moore, Deputy Director,

Saco Public Works Department at [email protected] or by calling (207) 284-6641.

General Specifications:

All materials shall be approved or rejected by the Director of Public Works or his designated

representative.

“Picked Up” materials shall be loaded into City trucks at the Contractor’s Hot Mix Asphalt plant as

identified in the bid unless otherwise stated.

All equipment must be properly licensed, registered, and inspected in accordance with Maine and

Federal Laws. All operators and drivers shall be properly licensed and trained to operate within a public

way.

If requested by the City, the Bidder shall provide gradation reports and job mix designs for all materials

being bid if applicable.

For estimating purposes, the City of Saco annually places between 10,000 – 13,000 tons of Hot Mix

Asphalt in various locations throughout the City’s pavement network. The City also rehabilitates one or

two large parking lots per year. The amount of sidewalk paving, driveway paving, reclaiming,

reclaiming with cement, and cold planing varies from year to year and the quantity is undetermined.


The quantities for cold patch and curb mix will also vary and are undetermined.

All Hot Mix Asphalt will be measured in tons. The contractor must have a functioning and certified

scale to accurately weigh each load. A ticket for each load must also be supplied that shows the date,

time, material, and weight.

Prior to the City scheduling placement of Hot Mix Asphalt, the Contractor must submit proof of

insurance as follows:

Equipment and Vehicle, Liability: $1,000,000 minimum.

Liability Insurance: $1,000,000 single occurrence and $2,000,000 maximum.

Workers’ Compensation Insurance: as required by the State of Maine.

A fuel surcharge price may be negotiated with the City of Saco for each pay item when the New

England average cost of diesel fuel is greater than $4.50 per gallon.

An asphalt surcharge price may be negotiated with the City of Saco for each pay item if the price of

asphalt has extreme changes in price after the bid opening.

The City may use bids at its discretion. The City will evaluate the unit price, the quality of the proposed

product, the quality of the installation, the proximity of the bidder’s plant to the project, the Contractors

references, and the Contractor’s schedule when making a determination on which Contractor will be

used for each project.

Bids may be awarded to different suppliers for different materials. Due to the nature of its business, the

City reserves the right to purchase asphalt materials from additional suppliers if required to meet the best

interest of the City.

Contractor shall be responsible for all traffic control during all operations. Traffic control shall be in

accordance with the MUTCD. All signs, cones, drums, barricades, flagger paddles, personnel, and any

other traffic control related equipment shall be considered incidental to the work item being preformed.

Technical Specifications:

Roadway Machine Placed Hot Mix Asphalt (9.5mm, 12.5mm, 19mm)

These items shall cover the complete placement of a uniformly blended, homogenous mixture of Hot

Mix Asphalt on an approved base. The Contractor shall compose the Hot Mix Asphalt with aggregate,

performance graded asphalt binder, and mineral filler if required. The Contractor shall size, uniformly

grade, and combine the aggregate fractions in proportions that provide a mixture meeting the grading

requirements.

The acceptable temperatures of all mixes is 300 ̊ F(+/- 25 ̊ F) at the time of delivery in the truck or in the

paver; unless other temperatures are approved prior to paving.

The Contractor may utilize either a 64-28 or 58-28 performance graded asphalt binder.

HMA plants shall conform to AASHTO M156. The scales shall be inspected and sealed by the State

Sealer annually to verify their accuracy. Plant scales shall be checked prior to the start of the paving

season, and each time a plant is moved to a new location. An approved automatic ticket printer system

shall be used with all approved automatic Hot Mix Asphalt plants. The Contractor shall dry and heat the

aggregates for the Hot Mix Asphalt to the required temperature. The Contractor shall properly adjust

flames to avoid physical damage to the aggregate and to avoid depositing soot on the aggregate. The

Contractor shall combine the dried aggregate in the mixer in the amount of each fraction of aggregate

required. The Contractor shall measure the amount of PGAB and introduce it into the mixer in the

amount required. The aggregate shall be coated completely and uniformly with a thorough distribution

of the PGAB. The resultant material shall be a uniformly blended, homogenous Hot Mix Asphalt

mixture.

The City of Saco will determine when Hot Mix Asphalt may be applied. If weather conditions change

during a paving operation, paving may be suspended by the Contractor or City until the City determines

it is acceptable to pave. The City will not pay for any Hot Mix Asphalt not placed or wasted because of

weather interruptions.

Trucks used for hauling Hot Mix Asphalt Pavement shall have tight, clean, and smooth metal dump

bodies, which have been thinly coated with a small amount of approved release agent to prevent the

mixture from adhering to the bodies. Solvent based agents developed to strip asphalts from aggregates

will not be allowed as release agents. All truck dump bodies shall have a cover of canvas or other water

repellent material capable of heat retention, which completely covers the mixture. The cover shall be

securely fastened on the truck, unless unloading.

Pavers shall be self-contained, self-propelled units with an activated screed (heated if necessary) capable

of placing courses of Hot Mix Asphalt Pavement in full lane widths. The Contractor shall operate the

paver in such a manner as to produce a visually uniform surface texture and a thickness. The paver shall

have a receiving hopper with sufficient capacity for a uniform spreading operation and a distribution

system to place the mixture uniformly, without segregation in front of the screed. The screed assembly

shall produce a finished surface of the required evenness and texture without tearing, shoving, or

gouging the mixture. Pavers with extendible screeds shall have auger extensions and tunnel extenders as

per the manufacturer’s recommendations

Rollers shall be static steel, pneumatic tire, oscillatory, or approved vibrator type. Rollers shall be in

good mechanical condition, capable of starting and stopping smoothly, and be free from backlash when

reversing direction. Rollers shall be equipped and operated in such a way as to prevent the picking up of

hot mixed material by the roller surface. The use of rollers, which result in crushing of the aggregate or

in displacement of the Hot Mix Asphalt, will not be permitted.

The City may reject any equipment that they find to be defective or incapable of properly performing

quality work.

On areas where irregularities or unavoidable obstacles make the use of mechanical spreading and

finishing equipment impracticable, the Contractor shall spread, rake, and lute the Hot Mix Asphalt with

hand tools to provide the required compacted thickness. Solvent based agents developed to strip asphalts

from aggregates will not be allowed as release agents.

Immediately after the Hot Mix Asphalt Pavement has been spread, struck off, and any surface

irregularities adjusted, the Contractor shall thoroughly and uniformly compact the Hot Mix Asphalt by

rolling. The Contractor shall roll the surface when the mixture is in the proper condition and when the

rolling does not cause undue displacement, cracking, or shoving. The Contractor shall prevent adhesion

of the Hot Mix Asphalt to the rollers or vibrating compactors without the use of fuel oil or other

petroleum based release agents. Solvents designed to strip asphalt binders from aggregates will not be

permitted as release agents on equipment, tools, or pavement surfaces. The Contractor shall immediately

correct any displacement occurring as a result of the reversing of the direction of a roller or from other

causes to the satisfaction of the City. Any operation other than placement of variable depth shim course

that results in breakdown of the aggregate shall be discontinued. Any new pavement that shows obvious

cracking, checking, or displacement shall be removed and replaced at no cost to the City. Along forms,

curbs, headers, walls, and other places not accessible to the rollers, the Contractor shall thoroughly

compact the Hot Mix Asphalt with mechanical vibrating compactors. The Contractor shall only use hand

tamping in areas inaccessible to all other compaction equipment.

Rolling methods shall be used to compact the mix to a target of 95% its maximum density.

The paver shall maintain a uniform head of HMA during transverse and longitudinal joint construction.

Longitudinal joints shall be generally straight to the line of travel, and constructed in a manner that best

ensure joint integrity.

The following gradations shall be met:

Sieve 9.5mm HMA 12.5mm HMA 19mm HMA

Percent By Weight Passing – Combined Aggregate

25mm 100

19mm 100 90-100

12.5mm 100 90-100 -90

9.5mm 90-100 -90

4.75mm -90

2.36mm 32-67 28-58 23-49

75µm 2-7 2-6 2-6

Payment for these items shall be full compensation for all labor, equipment, materials, and incidentals

necessary to: supply, manufacture, deliver, place, compact, and finish the hot mix asphalt and any other

incidental items. The Contractor and the City of Saco shall agree on the amount of Hot Mix Asphalt

Pavement that has been placed each day. Hot Mix Asphalt will be paid and measured by the Ton.

Payment will be determined based on a total from the Hot Mix Asphalt delivery slips.

Hot Mix Asphalt Picked Up (9.5mm, 12.5mm, 19mm)

These items shall cover the complete manufacturing and loading of a uniformly blended, homogenous

mixture of Hot Mix Asphalt. The Contractor shall compose the Hot Mix Asphalt with aggregate,

performance graded asphalt binder, and mineral filler if required. The Contractor shall size, uniformly

grade, and combine the aggregate fractions in proportions that provide a mixture meeting the grading

requirements.

The following gradations shall be met:

Sieve 9.5mm HMA 12.5mm HMA 19mm HMA

Percent By Weight Passing – Combined Aggregate

25mm 100

19mm 100 90-100

12.5mm 100 90-100 -90

9.5mm 90-100 -90

4.75mm -90

2.36mm 32-67 28-58 23-49

75µm 2-7 2-6 2-6

The acceptable temperatures of all mixes is 300 ̊ F(+/- 25 ̊ F) at the time of delivery in the truck or in the

paver; unless other temperatures are approved prior to paving.

The Contractor may utilize either a 64-28 or 58-28 performance graded asphalt binder.

Hot Mix Asphalt plants shall conform to AASHTO M156. The scales shall be inspected and sealed by

the State Sealer annually to verify their accuracy. Plant scales shall be checked prior to the start of the

paving season, and each time a plant is moved to a new location. An approved automatic ticket printer

system shall be used with all approved automatic Hot Mix Asphalt plants. The Contractor shall dry and

heat the aggregates for the Hot Mix Asphalt to the required temperature. The Contractor shall properly

adjust flames to avoid physical damage to the aggregate and to avoid depositing soot on the aggregate.

The Contractor shall combine the dried aggregate in the mixer in the amount of each fraction of

aggregate required. The Contractor shall measure the amount of PGAB and introduce it into the mixer

in the amount required. The aggregate shall be coated completely and uniformly with a thorough

distribution of the PGAB. The resultant material shall be a uniformly blended, homogenous Hot Mix

Asphalt mixture.


necessary to: supply, manufacture, and load the hot mix asphalt and any other incidental items. Hot Mix

Asphalt will be paid and measured by the Ton. Payment will be determined based on a total from the

Hot Mix Asphalt load slips.

Cold Patch Picked Up

This item shall cover the complete manufacturing and loading of a uniformly blended, homogenous

mixture of cold patch. The Contractor shall compose the cold patch with aggregate, asphalt binder, and

mineral filler if required.

Cold patch shall be designed for use when the outside ambient temperature is in the range of -15°F to

100°F. Cold patch shall be manufactured specifically to accommodate anticipated climatic conditions.

The bituminous patching mix shall consist of asphalt and aggregate within prescribed quantities to make

a mixture, which will provide satisfactory coating, workability and adhesion characteristics. The

patching mixture will be available in grades to function as a patch during cold and damp or during hot

weather in bituminous and concrete pavement.

The Contractor will provide a paved stockpile pad or an established material base of the same product.

The pad or material base shall be solely committed to this product.


necessary to: supply, manufacture, and load the cold patch and any other incidental items. Cold patch

will be paid and measured by the Ton. Payment will be determined based on a total from the cold patch

load slips.

Curb Mix Picked Up

This item shall cover the complete manufacturing and loading of a uniformly blended, homogenous

mixture of bituminous curb mix. The Contractor shall compose the curb mix with aggregate, asphalt

binder, and mineral filler if required. The mix shall be sized and graded and combined in a composite

blend that will produce a stable durable curbing with an acceptable texture.

The performance graded asphalt binder for hot mix asphalt curb shall meet a PG 58-28 or a PG 64-28.

Coarse aggregate and fine aggregate for hot mix asphalt shall be of such gradation that when combined

in the proper proportions, including filler, if required, the resultant blend will meet the composition of

mixture for the type of pavement specified.

The mineral constituents of the hot mix asphalt shall be sized and graded and combined in a composite

blend that will produce a stable durable curbing with an acceptable texture.


necessary to: supply, manufacture, and load the curb mix and any other incidental items. Curb mix will

be paid and measured by the Ton. Payment will be determined based on a total from the curb mix load

slips.

Sidewalk Paving

This item shall cover the complete placement of a uniformly blended, homogenous mixture of Hot Mix

Asphalt on an approved sidewalk base. The Contractor shall compose the Hot Mix Asphalt with

aggregate, performance graded asphalt binder, and mineral filler if required. The Contractor shall size,

uniformly grade, and combine the aggregate fractions in proportions that provide a mixture meeting the

grading requirements.

Sidewalks shall be paved with 9.5mm Hot Mix Asphalt in 1 inch compacted lifts. Hot Mix Asphalt

must be placed with an approved sidewalk paver. The City must first approve the paver prior to use.

Hot Mix Asphalt shall be manufactured in accordance to the specifications listed above for Hot Mix

Asphalt Picked Up (9.5mm).

The Contractor shall operate the paver in such a manner as to produce a visually uniform surface texture

and a thickness. Segregation in front of the screed should be minimized. The screed assembly shall

produce a finished surface of the required evenness and texture without tearing, shoving, or gouging the

mixture.

Hand paving may be used on small sections of sidewalk when approved by the City. Hand paving shall

produce a visually uniform surface texture and a thickness with no visible segregation.

A small drum vibratory roller shall be used to properly compact the Hot Mix Asphalt. A small drum

static roller may be used to finish roll the Hot Mix Asphalt.






Parking Lot Paving


Asphalt on an approved parking lot base. The Contractor shall compose the Hot Mix Asphalt with




Parking lots shall be paved with 9.5mm Hot Mix Asphalt in 1 inch compacted lifts. Hot Mix Asphalt

must be placed with an approved paver. The City must first approve the paver prior to use.






mixture.

A large drum vibratory roller shall be used to properly compact the Hot Mix Asphalt. A large drum


Contractor shall pave in a manner to limit the amount of joints.






Driveway Paving


Asphalt on an approved driveway base. The Contractor shall compose the Hot Mix Asphalt with




Driveways shall be paved with 9.5mm Hot Mix Asphalt in 1 inch compacted lifts. Hot Mix Asphalt

must be placed with an approved sidewalk or street paver if the size of the driveway warrants a paver. If

the driveway is determined to be too small for a paver (after agreed upon by the City and the Contractor)

the Contractor may utilized hand paving for driveways. Contractor will be compensated at the hand

paving price if a paver is not used. The City must first approve the paver prior to use.






mixture.

Contractor shall pave in a manner to limit the amount of joints.








Hand Placed Paving


Asphalt on an approved base utilizing only hand tools. The Contractor shall compose the Hot Mix

Asphalt with aggregate, performance graded asphalt binder, and mineral filler if required. The

Contractor shall size, uniformly grade, and combine the aggregate fractions in proportions that provide a

mixture meeting the grading requirements.

Hand placed paving of Hot Mix Asphalt may be utilized when a paver is not sufficient or when agreed

upon by the City and the Contractor.



Approved hand tools may be used to produce a visually uniform surface texture and a thickness.

Segregation should be minimized. The Contractor shall produce a finished surface of the required

evenness and texture without tearing, shoving, or gouging the mixture.

All lifts shall be a maximum depth of 1 inch compacted.


static roller may be used to finish roll the Hot Mix Asphalt. A plate compactor may also be used if

deemed necessary.






Cold Planing

This item shall cover the complete cold planing/milling of existing pavement surfaces to a proposed

depth.

The equipment for removing the bituminous surface shall be a power operated milling machine or

grinder capable of removing bituminous concrete pavement to the required depth, transverse cross slope,

and profile grade by the use of an automated grade and slope control system. The controls shall

automatically increase or decrease the pavement removal depth as required, and readily maintain desired

cross slope, to compensate for surface irregularities in the existing pavement course. The equipment

shall be capable of accurately establishing profile grades.

The Contractor shall locate and remove all objects in the pavement through the work area that would be

detrimental to the planing or grinding machine.

The finished milled surface will be inspected before being accepted, and any deviations in the profile

exceeding ½ inch under a 16 foot string line or straightedge placed parallel to the centerline will be

corrected. All corrections will be made with approved methods and materials. Any areas that require

corrective measures will be subject to the same acceptance tolerances. Excess material that becomes

bonded to the milled surface will be removed to the City’s satisfaction before the area is accepted.

All millings will become property of the Contractor and must be hauled off site.


necessary to: mill, remove, haul, and load the millings from the proposed roadway and any other

incidental items. Cold planing will be paid and measured by the square yard. Area and payment will be

agreed upon by the City and the Contractor upon completion of work.

Reclaiming

This work shall consist of reclaiming a portion of the existing roadway structure into a homogenous

mass, placing and compacting this material to the lines, grades, and dimensions shown on the plans.

Reclaimed material shall consist of the existing asphalt pavement and one inch or more as specified of

the underlying gravel, reclaimed, and blended into a homogenous mass. Reclaimed material will be

processed to 100 percent passing a 2 inch square mesh sieve.

The reclaimer shall be a self-propelled machine, specifically manufactured for full-depth recycling work

and capable of reducing the required existing materials to a size that will pass a 2 in square mesh sieve.

The machine shall be equipped with standard automatic depth controls and must maintain a consistent

cutting depth and width. The machine also shall be equipped with a gauge to show depth of material

being processed.

The reclaimed recycled material shall be rolled with a vibratory pod/tamping foot roller. Final rolling

shall be accomplished by a single drum vibratory soil compactor.

The entire depth of existing pavement shall be reclaimed together with approximately 1 inch or more of

the underlying gravel into a homogenous mass.

The complete surface of the reclaim course shall be shaped and maintained as directed by the City.

Payment for this item will be paid for per square yard, complete in-place which price will be full

compensation for furnishing all equipment and labor for reclaiming, blending, placing, grading,

compacting, and for all incidentals necessary to complete the work. Area and payment will be agreed

upon by the City and the Contractor upon completion of work.

Reclaiming w/ Cement

This work shall consist of reclaiming a portion of the existing roadway structure into a homogenous

mass, stabilizing the material with cement and placing and compacting this material to the lines, grades,

and dimensions shown on the plans.

Reclaimed material shall consist of the existing asphalt pavement and one inch or more as specified of

the underlying gravel, reclaimed, and blended into a homogenous mass. Reclaimed material will be

processed to 100 percent passing a 2 inch square mesh sieve.

The reclaimer shall be a self-propelled machine, specifically manufactured for full-depth recycling work

and capable of reducing the required existing materials to a size that will pass a 2 in square mesh sieve.

The machine shall be equipped with standard automatic depth controls and must maintain a consistent

cutting depth and width. The machine also shall be equipped with a gauge to show depth of material

being processed.

Spreading of the Portland cement shall be done with a spreader truck designed to spread dry particulate

(such as Portland Cement or Lime) or other approved means to insure a uniform distribution across the

roadway and minimize fugitive dust. Slurry applications could also be accepted. The City reserves the

right to accept or reject the method of spreading cement.

The Contractor shall provide a method for verifying that the correct amount of cement is being applied.

The reclaimed recycled material shall be rolled with a vibratory pod/tamping foot roller. Final rolling

shall be accomplished by a single drum vibratory soil compactor.

The entire depth of existing pavement shall be reclaimed together with approximately 1 inch or more of

the underlying gravel into a homogenous mass.

The complete surface of the reclaim course shall be shaped and maintained as directed by the City.

Payment for this item will be paid for per square yard, complete in-place which price will be full

compensation for furnishing all equipment and labor for reclaiming, concrete, water, blending, placing,

grading, compacting, and for all incidentals necessary to complete the work. Area and payment will be

agreed upon by the City and the Contractor upon completion of work.

Bituminous Tack Coat

This item shall consist of furnishing and applying one uniform application of liquid bituminous material

on an approved surface.

Bituminous material shall not be applied on a wet or frozen surface, or when weather conditions are

otherwise unfavorable to proper construction procedures. Surface shall also be clean and free of loose

debris prior to applying tack. Any additional cleaning shall be incidental.

The Contractor shall provide necessary equipment to properly and uniformly apply the bituminous

material. A gauge shall be available on the equipment placing the bituminous tack coat to allow for

accurate measurement of the product.

Bituminous material shall be applied by a pressure distributor in a uniform, continuous spread over the

area.

All joints shall be coated with tack.

Tack coat shall not be applied to any surfaces that carry traffic.

Payment for this item will be by the gallon, for which the price will be full compensation for furnishing

all equipment, labor, and material for applying an even coat of bituminous tack coat and other

incidentals. Area and payment will be agreed upon by the City and the Contractor upon completion of

work.

CITY OF SACO


BID RESPONSE FORM

DESCRIPTION OF MATERIALS AND BID PRICES

Directions: Please fill in numerical value for each material you wish to bid on.

Bidder may leave items blank if they do not intend to provide a price for certain materials.

Description of Material Units Unit Price

9.5mm HMA, 0-200 tons placed per

mobilization TONS

9.5mm HMA, 201-500 tons placed

per mobilization TONS

9.5mm HMA, 500+ tons

placed per mobilization TONS

12.5mm HMA, 0-200 tons placed per

mobilization TONS

12.5mm HMA, 201-500 tons placed

per mobilization TONS

12.5mm HMA, 500+ tons


19mm HMA, 0-200 tons placed per

mobilization TONS

19mm HMA, 201-500 tons placed per

mobilization TONS

19mm HMA, 500+ tons


9.5mm HMA picked up TONS

12.5mm HMA picked up TONS

19mm HMA picked up TONS

Cold Patch picked up TONS

Curb Mix picked up TONS

Sidewalk Paving TONS

Parking Lot Paving TONS

Driveway Paving TONS

Hand Placed Paving TONS

Cold Planing SY

Reclaim SY

Reclaim w/ cement SY

Bituminous Tack Coat GAL

Location of HMA plant: _______________________________________________

BIDDER INFORMATION. Please complete the following.

Attach additional sheets as necessary.

Our Company is:

A corporation ______ A partnership _____

Individually Owned ______ Other:

Company Name:

Company Address:

Name of Principal:

Telephone Number:

Fax Number:

E-mail Address:

Reference 1

Name:

Address:

Telephone Number:

Reference 2

Name:

Address:

Telephone Number:

Reference 3

Name:

Address:

Telephone Number:

The undersigned, as bidder declares as follows:

The bidder has carefully read and examined the specifications herein and understands and agrees to the

terms and provisions of this bid.

The bidder agrees to supply the products and services listed for the term of the bid at the price indicated

in accordance with the specifications.

All sections above must be completed. All deviations from the specifications must be fully explained in

writing on the separate sheet labeled: “Statement of Compliance/Deviations from Specifications” and

attached to the Official Bid Form. If no attachment is found, the City will assume there were no

deviations from the specifications.

Bidders understand that the City reserves the right to reject any or all bids, reject any or all items, and

further, reserves the right to delete any item or parts of items.

DATE:______________________ BIDDER:_____________________________

(Company Name)

BY:_________________________________

(Authorized Company Representative)

Its:__________________________________

(Title)

ATTEST:_____________________

Signature below by the City of Saco, represents acceptance of the above signed bidder’s Bid Response

form in accordance with the contract specifications. Upon execution by the city, this official bid form,

any attached documents and such other documents (instructions, general specifications, technical

specifications) shall serve as the contract.

DATE:______________________ BY:_________________________________

Bryan Kaenrath

City Administrator

[SEAL]

ATTEST:_____________________

Documents

CITY OF SACO, MAINE2021. 3. 8. · HMA plants shall conform to AASHTO M156. The scales shall be inspected and sealed by the State Sealer annually to verify their accuracy. Plant scales