17-6.0 PENNDOT 944 PROPOSAL FORM.pdf

MS-944 (7-09)

PROPOSAL AND CONTRACT

( WHEN EXECUTED ) THIS PROPOSAL INCLUDES

INSTRUCTIONS TO BIDDERS

INSTRUCTIONS ON PAGE 4

A. DEPOSIT OF PROPOSALS.

All envelopes containing Bid proposals shall

Upper Darby Township

2026 Resurfacing of Various Streets in Upper

Darby Township be clearly marked “Bid Proposal for letting of MUNICIPALITY (NAME & TYPE)

April 3, 2026 ."

DATE Edward Brown

Towsnhip Mayor

Sealed Proposals will be received on or before

11:00 AM on the above Letting Date. 100 Garett Rd

TIME Uperr Darby PA 19082

ADDRESS

Bids will be opened and read at approximately

11:00 AM , on the above Letting Date.

PROPOSALS MUST BE SUBMITTED ONLINE

THRU THE PENNBID WEB SITE.

TIME .

The contractor proposes to furnish and deliver all materials ( including Form CS-4171, CERTIFICATE OF COMPLIANCE and/ or TR-465 DAILY BITUMINOUS MIXTURE

CERTIFICATION ) and to do and perform all work on the following project as more specifically set forth in the Schedule of Prices (Attachment), in accordance with drawings and specifications on file at Upper Darby Township as well as the supplements and special requirements contained herein and/ or attached hereto and current PennDOT

Specifications (Publication 408), except Volumetric testing of bituminous paving materials is not required (Sec. 409).

If designated as the successful bidder, the contractor will begin work on the date specified in the notice to proceed, or as otherwise provided in the special requirements, and will complete all work within see attachment

1-B calendar days.

3 Accompanying this proposal is a certified check or bid bond in the amount of 10% of Bid made payable to the municipality as a proposal guarantee which, it is understood, will be forfeited in case the contractor fails to comply with the requirements of the proposal.

B. PROPOSAL OF:

NAME / ADDRESS OF CONTRACTOR

CONTRACTORS CERTIFICATION

It is hereby certified as follows:

1 The only person interested in the proposal as principal (s) is (are):

2 None of the above persons are employees of the municipality.

3 This proposal is made without collusion with any other person, firm or corporation.

All plans and specifications referred to above and the site of the work have been examined by the contractor. The contractor understands that the quantities indicated herein are approximate and are subject to change as may be required; and that all work is payable on the basis of the unit price listed on the Schedule of Prices. (Attachment 1).

The contractor will comply with all requirements of the laws and implementing regulations of the

Commonwealth of Pennsylvania and the United States relating to human relations, equal opportunity and non-discrimination in employment, and will pay to workmen employed in the performance of the contract the wages to which they may be entitled.

6 The contractor will provide the municipality with a performance bond, conditioned upon the faithful performance of the contract in accordance with the plans, specifications and conditions thereof, and a payment bond, conditioned on the prompt payment of all material furnished and labor supplied or performed in the prosecution of the work, in accordance with the Public Works

Contractors’ Bond Law of 1967; and an affidavit accepting the provisions of the Workmen’s

Compensation Act of 1915, as amended.

CONTRACTOR

BY: DATE:

TITLE:

WITNESSED OR ATTESTED BY: DATE:

TO BE EXECUTED ONLY IN THE EVENT THE ABOVE PROPOSAL IS ACCEPTED

ACCEPTED ON :

DATE

Township of Upper Darby

Township

BY:

BY:

TITLE: Ge

BY:

ATTESTED BY:

SEAL

ATTACHMENT 1 5/29/18

TO MS - 944 ( PROPOSAL AND CONTRACT MS - 944 ) Revised

County:

Montgomery

Municipality: Upper Darby Township

Project Number:

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LOCATION OF WORK:

See attached map

DESCRIPTION OF WORK:

Milling, asphalt wearing courses, bituminous base repair, bituminous leveling course, speed hump installation, traffic loop detector installation, line striping, and pavement marking in accordance with Municipal Specifications (attached) and PennDOT 408 specifications, latest edition thereof.

ESCALATOR CLAUSE:( if adopted by Municipality.)

It has not been adopted by Municipality.

SCHEDULE OF PRICES

Item

1 No.

Approximate

2 Quantities

Unit

*Description

Unit

5 Price

Total

BASE ITEMS

ALL ROADS

1-1 1000 SY 4” BASE REPAIR 25MM

1-2 100 TON LEVELING COURSE 9.5 MM WEARING

CHESTWOLD RD.

1-3 4711 SY 1.5” MILLING

1-4 4711 SY 1.5” 9.5MM WEARING

REDDEN RD.

1-5 1895 SY 1.5” MILLING

1-6 1895 SY 1.5” 9.5MM WEARING

LINDALE AVE.

1-7 11523 SY 1.5” MILLING

1-8 11523 SY 1.5” 9.5MM WEARING

CONCORD AVE.

1-9 3028 SY 1.5” MILLING

1-10 3028 SY 1.5” 9.5MM WEARING

ORMOND AVE.

1-11 2629 SY 1.5” MILLING

1-12 2629 SY 1.5” 9.5MM WEARING

EDMONDS AVE.

1-13 8479 SY 1.5” MILLING

1-14 8479 SY 1.5” 9.5MM WEARING

HIGHLAND AVE.

1-15 2330 SY 1.5” MILLING

1-16 2330 SY 1.5” 9.5MM WEARING

SYCAMORE AVE.

1-17 6013 SY 1.5” MILLING

1-18 6013 SY 1.5” 9.5MM WEARING

FRANKLIN AVE.

1-19 497 SY 1.5” MILLING

1-20 497 SY 1.5” 9.5MM WEARING

BOND AVE.

1-21 4455 SY 1.5” MILLING

1-22 4455 SY 1.5” 9.5MM WEARING

TURNER AVE.

1-23 6041 SY 1.5” MILLING

1-24 6041 SY 1.5” 9.5MM WEARING

MASON AVE.

1-25 5471 SY 1.5” MILLING

1-26 5471 SY 1.5” 9.5MM WEARING

MARVINE AVE.

1-27 4880 SY 1.5” MILLING

1-28 4880 SY 1.5” 9.5MM WEARING

HUEY AVE.

1-29 2630 SY 1.5” MILLING

1-30 2630 SY 1.5” 9.5MM WEARING

MAPLEWOOD AVE.

1-31 772 SY 1.5” MILLING

1-32 772 SY 1.5” 9.5MM WEARING

MILL ST.

1-33 110 SY 1.5” MILLING

1-34 110 SY 1.5” 9.5MM WEARING

MCCOY ST.

1-35 724 SY 1.5” MILLING

1-36 724 SY 1.5” 9.5MM WEARING

RANDOLPH ST.

1-37 1616 SY 1.5” MILLING

1-38 1616 SY 1.5” 9.5MM WEARING

SLOAN ST.

1-39 773 SY 1.5” MILLING

1-40 773 SY 1.5” 9.5MM WEARING

CLEVELAND AVE.

1-41 742 SY 1.5” MILLING

1-42 742 SY 1.5” 9.5MM WEARING

BARRINGTON RD.

1-43 5281 SY 1.5” MILLING

1-44 5281 SY 1.5” 9.5MM WEARING

HEATHER RD.

1-45 2098 SY 1.5” MILLING

1-46 2098 SY 1.5” 9.5MM WEARING

KENT RD.

1-47 3067 SY 1.5” MILLING

1-48 3067 SY 1.5” 9.5MM WEARING

WALNUT ST.

1-49 3067 SY 1.5” MILLING

1-50 3067 SY 1.5” 9.5MM WEARING

CROSLEY AVE.

1-51 1778 SY 1.5” MILLING

1-52 1778 SY 1.5” 9.5MM WEARING

LONG LANE

1-53 2316 SY 1.5” MILLING

1-54 2316 SY 1.5” 9.5MM WEARING

*Continued on Attachment 1-A

* DESCRIPTION:

Must include ADT on wearing surfaces

USE OF CUTBACK ASPHALT IS PROHIBITED

BETWEEN MAY 1st AND OCTOBER 31st, EXCEPT

AS NOTED IN BULLETIN NO. 25.

FOR OPTION OR PHASE BIDS THE TOTALS FOR

EACH MUST BE INCLUDED.

BASE BID TOTAL FROM

ATTACHEMENT 1

ADD ALTERNATE NO. 1

TOTAL BASE BID AND ALL ALTERNATES

*Description

Unit

5 Price

Total

ALTERNATE ITEMS

#2-1 650 LF Cheswold Rd – Burmont Rd to Marshall Rd – 4" Yellow

Line Striping

#2-2 282 LF Cheswold Rd – Burmont Rd to Marshall Rd – 4" White

Crosswalk Striping

#2-3 187 LF Cheswold Rd – Burmont Rd to Marshall Rd – 4" White

Parking Striping

#2-4 15 LF Cheswold Rd – Burmont Rd to Marshall Rd – 24" White

Stop Bar

#2-5 52 LF Redden Rd – Cheswold Rd to Childs Ave – 4" White

#2-6 140 LF Edmonds Ave – Woodland Ave to Jones St – 4" Yellow

#2-7 374 LF Edmonds Ave – Woodland Ave to Jones St – 4" White

#2-8 55 LF Edmonds Ave – Woodland Ave to Jones St – 24" White

#2-9 169 LF Edmonds Ave – Woodland Ave to Jones St – 4" White

#2-10 1 EA Edmonds Ave – Woodland Ave to Jones St – Railroad

Crossing Marking

#2-11 126 LF Bond Ave – Penn Ave to Ormond Ave – 4" White

#2-12 102 LF Bond Ave – Penn Ave to Ormond Ave – 4" White

#2-13 44 LF Turner Ave – Garrett Rd to State Rd – 24" White Stop

Bar

#2-14 3 EA Turner Ave – Garrett Rd to State Rd – Railroad

Crossing Marking

#2-15 54 LF Mason Ave – School Ln to State Rd – 4" White

#2-16 101 LF Marvine Ave – Dead End to Agnew Dr – 4" White

#2-17 43 LF Marvine Ave – Dead End to Agnew Dr – 4" White

#2-18 35 LF Huey Ave – Edmonds Ave to Burmont Rd – 4" Yellow

#2-19 31 LF Huey Ave – Edmonds Ave to Burmont Rd – 24" White

#2-20 8 LF Mill St – Edmonds Ave to Dead End – 24" White Stop

#2-21 1 EA Mill St – Edmonds Ave to Dead End – Railroad Crossing

Marking

#2-22 47 LF Mccoy St – Edmonds Ave to Burmont Rd – 4" White

#2-23 54 LF Mccoy St – Edmonds Ave to Burmont Rd – 4" White

#2-24 12 LF Mccoy St – Edmonds Ave to Burmont Rd – 24" White

#2-25 50 LF Randolph St – Edmonds Ave to Sloan St – 4" White

#2-26 13 LF Randolph St – Edmonds Ave to Sloan St – 24" White

#2-27 307 LF Cleveland Ave – Long Ln to N Church Ln – 4" White

#2-28 170 LF Barrington Rd – Chestnut St to Marshall Rd – 4" White

#2-29 198 LF Heather Rd – Walnut St to Marshall Rd – 4" White

#2-30 41 LF Kent Rd – Walnut St to Marshall Rd – 4" White

#2-31 186 LF Kent Rd – Walnut St to Marshall Rd – 4" White Parking

Striping

#2-32 73 LF Walnut St – Kent Rd to Barrington Rd – 4" Yellow Line

Striping

#2-33 86 LF Walnut St – Kent Rd to Barrington Rd – 4" White

#2-34 18 LF Walnut St – Kent Rd to Barrington Rd – 24" White Stop

#2-35 256 LF Crosley Ave – Greenwood Ave to Dead End – 4" White

#2-36 74 LF Long Lane – Marshall Rd to Bradford Rd – 4" Yellow

#2-37 199 LF Long Lane – Marshall Rd to Bradford Rd – 4" White

#2-38 104 LF Long Lane – Marshall Rd to Bradford Rd – 4" White

Lane Striping

#2-39 35 LF Long Lane – Marshall Rd to Bradford Rd – 24" White

#2-40 1 EA Long Lane – Marshall Rd to Bradford Rd – Left Turn

Only Marking

#2-41 65 LF Long Lane – Marshall Rd to Bradford Rd – 10' Wide x

18" Long Ladder Crosswalk @ 24" Spacing

*Description

Unit

5 Price Total

(5-06) SPECIAL PROVISIONS TO CONTRACT MS-944 ( Attachment 1-B )

CONTAINS IMPORTANT INFORMATION FOR THE CONTRACTOR

The Prime Contractor and subcontractors must comply with all of the following provisions that are marked with an "X".

X Traffic Control and Safety Devices to be provided by the Contractor.

X ( Maintenance and Protection of Traffic to comply with current MUTCD, Publication 212 and Publication 213.)

X Delivery tickets for all materials.

X CS-4171 Certificate of Compliance and/ or TR-465 Daily Bituminous Mixture Certification required for all materials.

X Notify the Municipality five working days prior to start of project.

X Work to be completed on or before 90 days . After Notice to Proceed Liquidated damages apply at

X the rate of $ 500 per calendar day.

X Roadway to be power broomed by (contractor X municipality ) prior to start of project.

X Excess material to be removed by (contractor X municipality )

X Municipality to inspect project.

Need Bill of Lading for each shipment of bituminous material per Section 702.1(c) of Specifications 408.

X Tack Coat required per Section 460, or 409 for superpave, of Specifications 408 and is incidental to paving item unless noted otherwise.

Prime Coat required per Section 461 of Specifications 408.

X Bituminous Seal on all abutting pavement and curbs required.

X Saw cut or Milled Paving Notch required and incidental to paving item unless noted otherwise.

X Scratch/ Leveling Courses to be placed at the discretion of appointed inspector(s).

Full width pavement with one pass required.

X Municipality reserves the right to limit work completed.

Taper pavement the last 3 feet to curb.

For FOB Source bids, hauling distance will determine selection of bid award.

Municipality reserves the right to procure material which best suits their requirements after all bids and items are reviewed.

X Incidental Preparation and clean up required. ( Project Construction Materials )

X The municipality reserves the right to make an award on the basis of the aggregate total for all like items on which quotations are received.

X Provide design, which meets Specifications Form 408 to the municipality 5 days prior to start of work.

X Contractor responsible for defects that occur within 18 months of applications.

Contractor required to review proposed project with Municipality’s Representative prior to bidding.

Oil Samples required from each distributor truck by contractor (1) one quart : A.M. & P.M. and witnessed by municipality and retained by municipality. (Oil samples must be placed in an approved type container that is compatible with oil sample.)

At least three random stone samples to be taken by contractor on project site witnessed by municipality and retained by municipality.

Complete all testing in accordance with Specification Form 408 Section 409 except for superpave volumetric testing.

Nuclear Gauge Testing for density in accordance with PaDot Publication 408 Section 409

X Notice to Proceed will be the date of PennDOT Project Approval.

X Final Completion Certificate & Notice of Completion required.

X Future award of Contract will be based on quality of work as determined by the municipality.

X Contractor to notify all residents of pending work to be performed.

X See “List of Additional Contract Documents” for additional contract documents including contractor’s insurance requirements.

X Municipality and Pennoni Associates Inc. shall be named additionally insured. Three (3) copies of insurance shall be provided with the executed contract.

X Municipality work hours are 7:00 A.M. to 7:00 P.M. Monday through Saturday; no work, or operation of machinery, may be performed before or after these hours or on Sunday or holidays unless written permission is provided by the Municipality.

X The maximum elapsed time between the milling operation and the paving shall be five (5) working days unless written permission is provided by the Municipality. All restoration work on the roadway shoulder and edges must be completed within five (5) days of disturbance of the area. No areas shall be left in an unstabilized condition longer than five (5) days unless written permission is given by the engineer.

X The contractor is required to schedule a preconstruction meeting with the Municipality prior to commencing work on this contract.

X The contractor is required to submit a proposed schedule indicating anticipated start date, timeframe for project completion from beginning to end, and estimated sequence of construction.

X The Contactor’s construction operations, equipment, materials and any other such items shall not leave the permanent right-

X of-ways without written permission of the property owner and engineer.

For each roadway section under this contract, the contractor shall notify all property owners along the roadway section five (5) days prior to commencement of work on said roadway section. Notice shall be provided in writing, delivered by hand and/or posted for public view, and include: description and limits of work; date and time work will begin; duration of work; and traffic information such as road closures, detours, and parking restrictions.

X The Contractor shall neither damage nor destroy any curbs, sidewalk, driveway aprons, trees or shrubs. Tracking of paving equipment shall be limited to avoid damage to paved surfaces outside of work area. All damages are to be replaced in kind by the Contractor at no additional cost to the municipality.

X The Contractor is required to fully inform themselves concerning location of public utilities on, under or over the project which may or may not require removal, resetting, construction or reconstruction and which may interfere with their operations. They shall be assumed to have prepared their bid and entered into contract in full contemplation of the conditions to be encountered and their responsibility in connection therewith. The Contractor shall use special care in execution of the work in order to avoid interference or damage to any operating utilities (including, but not limited to painting exposed utility structures during construction). When there is any possibility of such interference or damage, the Contractor shall make satisfactory arrangements with responsible officers or owners of the utilities covering the necessary precautions to be used during performance of the work by the Contractor. Such arrangements shall be made before work is started and shall be subject to the approval of the engineer, which approval will not be considered as releasing the contractor from any responsibility for acts of themselves or their representatives.

X Adjustments to utility boxes are the responsibility of the contactor at no additional expense to the municipality.

X The Contractor is responsible for coordinating with the Municipality for any work near signalized intersections to avoid

X interference or damages to traffic signalization equipment on, under or adjacent to the roadway. Signal loops damaged during construction are to be replaced at the Contractor’s expense.

My signature signifies that I have read and understand the above special provisions to this contract, and by being authorized by this company to act as their authorized representative, and on their behalf hereby agree to adhere to any and all of the provisions pertaining to this contract.

Contractor’s Representative Date Municipality’s Representative Date

Upper Darby Township

Company Municipality