ADVERTISEMENT

INSTRUCTION TO BIDDERS, PROPOSAL AND CONTRACT, BONDS AND FORMS

PREVAILING WAGE PROJECT RATES

LIST OF ADDITIONAL CONTRACT DOCUMENTS

SPRINGFIELD TOWNSHIP

MARPLE TOWNSHIP

SWARTHMORE BOROUGH

DELAWARE COUNTY, PENNSYLVANIA

CONTRACT No. 2026-02

2026 MILLING & PAVING PROJECT

APRIL 2026

PENNONI ASSOCIATES INC.

CONSULTING ENGINEERS

PHILADELPHIA, PA 19103

PROJECT NO. SPFLD00358/MARPL00326/SWATB00327 SET NO.

U:\Accounts\MARPL\MARPL00326 - 2026 Road Program\RESOURCES\DRAFT SPECS\2026 Paving and Milling Project Contract.doc

All documents prepared by Pennoni Associates are instruments of service in respect of the project. They are not intended or represented to be suitable for reuse by Owner or others on extensions of the Project or on any other project. Any reuse without written verification or adaptation by Pennoni Associates will be at Owner's sole risk and without liability or legal exposure to Pennoni Associates; and Owner shall indemnify, and hold harmless Pennoni Associates from all claims, damages, losses and expenses arising out of or resulting therefrom.

TABLE OF CONTENTS

ADVERTISEMENT

INSTRUCTIONS TO BIDDERS, PROPOSAL AND CONTRACT, BONDS AND FORMS

PREVAILING WAGE PROJECT RATES

1. TABLE OF QUANTITIES (T-1): Three (3)

2. ROAD MAP – SPRINGFIELD TOWNSHIP

3. ROAD MAP – MARPLE TOWNSHIP

4. ROAD MAP – SWARTHMORE BOROUGH

5. INSURANCE REQUIREMENTS

6. ANTI-COLLUSION AFFIDAVIT

7. PUBLIC WORKS EMPLOYMENT VERIFICATION FORM

A. ADVERTISEMENT

Springfield Township

50 Powell Road, Springfield, PA 19064

Marple Township

227 S. Sproul Road, Broomall, PA 19008

Swarthmore Borough

121 Park Avenue

Swarthmore, PA 19081

Sealed bids will be received by Springfield Township, Marple Township, & Swarthmore

Borough, electronically through PennBidTM until 11:00 AM, prevailing time, on the 3rd day of April 2026 at which time and place they will be publicly read at the Springfield Township administrative office, 227 S. Sproul Road, Broomall PA 19008, for:

CONTRACT NO. 2026-02

SWARTHMORE BOROUGH

2026 MILLING AND PAVING PROJECT

All documents and solicitation details will be available and open to public inspection anytime online at PennBid by clicking on the “Access Projects on the Active Bidding Site” tab. The bidder who is awarded the contract will be required to pay a fee to PennBidTM. The names of those who have secured plans/specifications may be obtained at PennBidTM.

Each bid must be accompanied by a certified check or bid bond payable to the Owner in an amount of not less than ten percent (10%) of the bid or bids. A performance bond or certified check in the amount of 100% of the contract shall be furnished by the successful bidder within

20 days after the contract is awarded. Only bonds from companies licensed to do business in the State where the Owner is located will be accepted and the bond shall so state same.

This project involves road milling, base repair, placement of Superpave wearing course, pavement marking, and appurtenant work.

This project is subject to prevailing wage rates in accordance with Pennsylvania Department of

Labor and Industry. Prospective bidders must be pre-qualified with PENNDOT in accordance with Section 102.01 of PENNDOT Publication 408 – Specifications, latest edition thereof.

Liquidated damages apply at the rate of $870.00 per calendar day.

Bids must be submitted unconditionally. No bidder may withdraw bid within SIXTY (60) days after the scheduled closing time for receipt of bids.

The Owners reserve the right to waive any informalities, or to reject any or all bids.

A-1

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

Springfield Township/ Marple Township/

Swarthmore Borough

2026 Milling and Paving Project, Contract No.

2026-02 be clearly marked “Bid Proposal for letting of MUNICIPALITY (NAME & TYPE)

April 3, 2026 ."

DATE Larry Gentile

MARPLE TOWNSHIP MANAGER

Sealed Proposals will be received on or before

11:00 A.M. on the above Letting Date. 227 S Sproul Road

TIME Broomall, PA 19008

ADDRESS

Bids will be opened and read at approximately

11:00 A.M. , on the above Letting Date.

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 Marple 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-A 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

MUNICIPALITY

BY:

TITLE: Jeff Rudolph, President, Board of Commissioners

TITLE: Steve Lucas, Township Manager

ATTESTED BY:

SEAL

5 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.

Marple Township

MUNICIPALITY

TITLE: Joseph Rufo, President, Board of Commissioners

TITLE: Larry Gentile, Township Manager

TITLE: Sharon Angelaccio, Township Secretary

5 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.

Swarthmore Borough

MUNICIPALITY

BY:

TITLE: Jill Gaieski, Borough Council President

TITLE: Borough Manger

TITLE: Elise O’Rourke, Administrative Assistant

ATTACHMENT 1

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

County: Delaware Municipality:

Springfield Township/

Marple Township/

Swarthmore Borough

Project Number: 2026-02

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LOCATION OF WORK:

See attached map

DESCRIPTION OF WORK:

Milling, asphalt wearing courses, bituminous base repair, line striping, pavement marking, joint sealing, Thermoplastic Pedestrian crossing and stop bar, and traffic loops in accordance with Municipality Specifications and PennDOT 408 specifications, latest edition thereof.

ESCALATOR CLAUSE:( if adopted by Municipality.)

N/A

SCHEDULE OF PRICES

Item

1 No.

Approximate

2 Quantities

Unit

*Description

Unit

5 Price

Total

1 85,663 S.Y. 1.5-inch Milling

2 85,785 S.Y.

1.5-inch, 9.5mm Superpave Wearing Course, PG 64-

22, 0.3 to < 3 Million ESALs, SRL-H

3 1,345 S.Y.

4-inch, 25mm Superpave Base Repair, PG 64-22, 0.3 to <3 Million ESALs

370 TON

9.5mm Superpave Leveling Course, PG 64-22, 0.3 to

< 3 Million ESALs, SRL-H

5 2 EA Manhole Casting Repair

6 550 L.F. 18-inch Brick Gutter Removal

7 580 L.F. 4-inch Yellow Waterborne Markings

8 995 L.F. 4-inch Double Yellow Line Striping

9 860 L.F. 4-inch Single White Line Striping

10 50 L.F. 6-inch Single White Line Striping

11 1 EA 24-inch Hot Thermoplastic Pedestrian Crosswalk

12 2 EA 24-inch Hot Thermoplastic Stop Bar

ADD ALTERNATE No. 1

A1-1 5,571 S.Y. 1.5-inch Milling

A1-2 5,571 S.Y.

ADD ALTERNATE No. 2

A2-2 351 S.Y. 1.5-inch Perimeter Milling

A2-2 5,571 S.Y.

* 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.

BID TOTALS

BASE BID TOTAL

ADD ALTERNATE NO. 1 BID TOTAL

ADD ALTERNATE NO. 2 BID TOTAL

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

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 9/1/2026 including all punch list items. After 9/1/2026 Liquidated damages

X apply at the rate of $ 870.00 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.

X 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, curbs, and aprons 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 one year 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.

X Notice to Proceed will be the date of Contract acceptance.

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, 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 Township/Borough and Pennoni Associates Inc. shall be named additionally insured. Three (3) copies of insurance shall be provided with the executed contract.

X Township/Borough work hours are 7:30 A.M. to 6:00 P.M. Monday through Friday and 8:00 A.M. to 6:00 P.M. 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 Township/Borough. 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 Township/Borough 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-of-ways without written permission of the property owner and engineer.

X The Contractor is responsible for the stump removal associated with all trees removed as part of this contract.

X Paving operations shall be completed to avoid mid-block or longitudinal cold joints to the maximum extent practicable. Paving should be completed to terminate at the end of a block/full street section at the end of each workday.

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 Township/Borough for any work near signalized intersections to avoid 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.

X Contractor will perform a preconstruction video inspection of all roads prior to the start of the project.

X Joint sealing is to be performed with a rubberized sealing compound in accordance with PennDOT Item No. 0469-0022.

X The Contractor is responsible for posting roads a minimum of 24 hours before milling or paving.

X The Contractor is responsible for providing a temporary ramp to driveways with a curb reveal greater than 2” after milling.

X The Contractor is responsible for cleaning and removing debris to expose the existing edge of the pavement along Reed Road.

X The Contractor is responsible for any damage caused to vehicles between milling and overlay of roads.

X The Contractor is responsible to make sure that all manholes and inlets can be opened after they are sealed by the Contractor.

X The Contractor is responsible to make sure that any loose aggregate is cleaned up after the final overlay is complete. This includes from roads, sidewalks, and grass areas.

X The Contractor shall protect rolled curbs which are currently overlaid with asphalt. The Contractor shall be responsible to remove and properly dispose of all asphalt overlaid on rolled curb.

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

Company Municipality should be completed to terminate at the end of a block/full street section at the end of each workday.

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 Township/Borough for any work near signalized intersections to avoid 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.

X Contractor will perform a preconstruction video inspection of all roads prior to the start of the project.

X Joint sealing is to be performed with a rubberized sealing compound in accordance with PennDOT Item No. 0469-0022.

X The Contractor is responsible for posting roads a minimum of 24 hours before milling or paving.

X The Contractor is responsible for providing a temporary ramp to driveways with a curb reveal greater than 2” after milling.

X The Contractor is responsible for cleaning and removing debris to expose the existing edge of the pavement along Reed Road.

X The Contractor is responsible for any damage caused to vehicles between milling and overlay of roads.

X The Contractor is responsible to make sure that all manholes and inlets can be opened after they are sealed by the Contractor.

X The Contractor is responsible to make sure that any loose aggregate is cleaned up after the final overlay is complete. This includes from roads, sidewalks, and grass areas.

X The Contractor shall protect rolled curbs which are currently overlaid with asphalt. The Contractor shall be responsible to

Contractor's Representative Date Municipality's Representative Date

Marple Township should be completed to terminate at the end of a block/full street section at the end of each workday.

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 Township/Borough for any work near signalized intersections to avoid 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.

X Contractor will perform a preconstruction video inspection of all roads prior to the start of the project.

X Joint sealing is to be performed with a rubberized sealing compound in accordance with PennDOT Item No. 0469-0022.

X The Contractor is responsible for posting roads a minimum of 24 hours before milling or paving.

X The Contractor is responsible for providing a temporary ramp to driveways with a curb reveal greater than 2” after milling.

X The Contractor is responsible for any damage caused to vehicles between milling and overlay of roads.

X The Contractor is responsible to make sure that all manholes and inlets can be opened after they are sealed by the Contractor.

X The Contractor is responsible to make sure that any loose aggregate is cleaned up after the final overlay is complete. This includes from roads, sidewalks, and grass areas.

X The Contractor shall protect rolled curbs which are currently overlaid with asphalt. The Contractor shall be responsible to

Contractor's Representative Date Municipality's Representative Date

Swarthmore Borough

PROPOSAL AND CONTRACT INSTRUCTIONS- FORM 944

1 The proposal must be typewritten or printed.

2 If more than one proposal on any project is submitted by an individual, firm or partnership, corporation or association under the same or different names, only one lowest proposal will be considered.

3 Description of Work- - -

A. If additional space is needed, insert appropriately numbered attachment and note “Continued on attached work sheets."

4 Part A of Page 1 to be completed by municipality. Part B of Page 1 to be completed by contractor.

Schedule of Prices - Column #1 (Item), #2 (Approximate quantities), #3 (Unit, i.e., ton, square yard, linear feet, etc.) And #4 (Description, i.e. , bituminous materials - 9.5 mm S & L, 12.5 mm Wearing,

25.0 mm Base Course, etc.) Must be filled in by the municipality to insure equitable bidding.

Columns #5 (Unit Price), #6 (Total) and total amount of bid, must be filled in by the contractor.

If more space is needed, add note at the bottom of the page; “Continued on Attachment No. 1-A”, and add additional sheet designated as Attachment No. 1-A, 1-B, etc.. Repeat for each additional sheet required.

As required by Publication 408, Section 102.06(e),each bidder must submit a completed Form 7126 - Anti-Collusion

Affidavit with its bid proposal.

5 If liquidated damages are to be assessed, add the following sentence to Part A #2. If all work is not completed on time, liquidated damages will be assessed at the rate of $870.00 per additional working day.

(OR “. . . as set forth in the attached schedule.”)

6 Payment and Performance bonds are provided only by the successful bidder. Contracts from $4,000.00 up to $5,000.00 in Second Class Townships - performance bond must be not less than 10% or greater than 100% of amount of contract.

Contracts greater than $1,500.00 up to $10,000.00 in First Class Townships, Boroughs and Third Class Cities - bonds must be between 50 % to 100% of the contract amount. Contracts in excess of $5,000.00 in Second Class Townships and in excess of $10,000.00 in First Class Townships, Boroughs and Third Class Cities - bonds must be in 100% of the amount of the contract. Bond Forms MS-944 Attachments 2 and 3 and Workmen’s Compensation Affidavit - Attachment 4 must be submitted by the successful bidder within 20 days of the contract award. Failure to submit the bonds shall constitute grounds to cancel the contract.

7 *Construction projects, where the estimated cost of the total project exceeds $25,000, are subject to the provisions of the Pennsylvania Prevailing Wage Act 442. It is the responsibility of the municipality to obtain the Prevailing Wage Scale for the area and include it in the proposal. If the Prevailing Wage Act applies, this fact shall be noted in the advertisement.

On projects utilizing Federal Revenue Sharing Funds, if the project cost exceeds $2,000 and is financed with

25% or more Federal Revenue Sharing Funds, the Davis Bacon Act applies. Again, it is the responsibility of the municipality to obtain the Davis Bacon Wage Rates, include them in the proposal and note the fact in the advertisement. If both acts are applicable, The Davis Bacon Act has preference over the Pennsylvania

Prevailing Wage Act.

8 An ESCALATOR CLAUSE is optional; if used, it must be included in the proposal prepared by the municipality. An escalator clause may not be inserted by the contractor.

*(1961, Aug. 15, P.L. 987; 43 P.S. 165)

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The Contract Documents include the following additional items:

1. TABLE OF QUANTITIES (T-1)

2. ROAD MAP – SPRINGFIELD TOWNSHIP

3. ROAD MAP – MARPLE TOWNSHIP

4. ROAD MAP – SWARTHMORE BOROUGH

5. INSURANCE REQUIREMENTS

6. PERFORMANCE BOND

7. PAYMENT BOND

8. WORKMANS COMPENSATION AFFIDAVIT

9. NOTICE OF COMPLETION

10. CERTIFICATE OF COMPLIANCE

11. ANTI-COLLUSION AFFIDAVIT

12. PUBLIC WORKS EMPLOYMENT VERIFICATION FORM

LOCATION

ROAD

LENGTH

(L.F.)

ROAD

WIDTH

(L.F.)

MILLING

1.5" DEEP

(S.Y.)

1.5"

WEARING

COURSE

(S.Y.)

4" BASE

REPAIR

(S.Y.)

LEVELING

COURSE

(TON)

MANHOLE

CASTING

REPAIR

(EA)

18" BRICK

GUTTER

REMOVAL

(L.F.)

4" YELLOW

WATERBOURNE

MARKINGS

(L.F.)

4" DOUBLE

YELLOW LINE

STRIPING

(L.F.)

4" SINGLE

WHITE LINE

STRIPING

(L.F.)

6" SINGLE

WHITE LINE

STRIPING

(L.F.)

24" HOT

THERMOPLASTIC

PEDESTRAIN

CROSSWALK

(EA)

24" HOT

THERMOPLASTIC

STOP BAR

(EA)

Base Bid:

Andrew Road Baltimore Pike to Westfield Rd 1350 32 4,800 4,800 0 0 0 0 0 0 0 0 0 0

Bennett Road Avon Rd to Ridgewood Rd 380 24 1,013 1,013 0 0 0 0 0 0 0 0 0 0

N. Bishop Avenue Rosemont Ave to N. Bishop Ave 600 34 2,267 2,267 0 0 0 0 0 0 0 0 0 0

S. Brookside Road Fairvew Rd to Library Ln 850 34 2,804 2,804 0 0 0 0 0 0 0 0 0 0

Burnley Circle Dunwoody Dr to End 180 34 680 680 0 0 0 0 0 0 0 0 0 0

Culdesac - - 559 559 0 0 0 0 0 0 0 0 0 0

Dunwoody Drive Parker Ln to Plymouth Rd 1500 34 5,690 5,690 0 0 0 0 0 0 0 0 0 0

Joseph Place Andrew Rd to Glendale Cir 260 26 755 755 0 0 0 0 0 0 0 0 0 0

Meetinghouse Lane Parker Ln to W. Springfield Rd 280 34 1,060 1,060 0 0 0 0 0 0 0 0 0 0

Northcroft Road Weymouth Rd to Weymouth Rd 1000 28 3,150 3,150 0 0 0 0 0 0 0 0 0 0

S. Norwinden Drive Lynbrooke Rd to E. Springfield Rd 1600 36 6,400 6,400 0 0 0 0 0 0 0 0 0 0

Parker Lane Dunwoody Dr to End 1800 34 6,800 6,800 0 0 0 0 0 0 0 0 0 0

Culdesac - - 559 559 0 0 0 0 0 0 0 0 0 0

Plymouth Road Dunwoody Dr to End 750 24 2,000 2,000 0 0 0 0 0 0 0 0 0 0

Culdesac - - 314 314 0 0 0 0 0 0 0 0 0 0

Ridgewood Road Rose Ln to Rambling Way 180 24 480 480 0 0 0 0 0 0 0 0 0 0

West Avenue Baltimore Pike to Providence Rd 3120 26 9,035 9,035 0 0 0 0 0 0 0 0 0 0

Westwood Drive Providence Rd to Westwood Dr 375 34 1,420 1,420 0 0 0 0 0 0 0 0 0 0

Martens Lane Sproul Rd to Municipal Boundary 265 27 795 795 0 0 0 0 0 0 0 0 0 0

Base Repair Allocation 0 0 1,000 0 0 0 0 0 0 0 0 0

Leveling Course Allocation 0 0 0 200 0 0 0 0 0 0 0 0

Base Bid Total: 49,785 49,785 1,000 200 0 0 0 0 0 0 0 0

LIMITS

LENGTH

(L.F.)

ROAD

WIDTH

(L.F.)

MILLING

1.5" DEEP

(S.Y.)

1.5"

WEARING

COURSE

(S.Y.)

4" BASE

REPAIR

(S.Y.)

LEVELING

COURSE

(TON)

MANHOLE

CASTING

REPAIR

(EA)

18" BRICK

GUTTER

REMOVAL

(L.F.)

4" YELLOW

WATERBOURNE

MARKINGS

(L.F.)

4" DOUBLE

YELLOW LINE

STRIPING

(L.F.)

4" SINGLE

WHITE LINE

STRIPING

(L.F.)

6" SINGLE

WHITE LINE

STRIPING

(L.F.)

24" HOT

THERMOPLASTIC

PEDESTRAIN

CROSSWALK

(EA)

24" HOT

THERMOPLASTIC

STOP BAR

(EA)

Base Bid

Academy Lane N Malin Rd to End 1,175 28 3,656 3,656 0 0 0 0 0 0 0 0 0 0

Culdesac - - 560 560 0 0 0 0 0 0 0 0 0 0

Brookthorpe Terrace Brookethorpe Cir to End 1,078 28 3,354 3,354 0 0 0 0 0 0 0 0 0 0

Culdesac - - 300 300 0 0 0 0 0 0 0 0 0 0

Croftridge Drive Meadowbrook Ln to Fawn Hill Ln 750 30 2,500 2,500 0 0 0 0 0 0 0 0 0 0

Fawn Hill Lane Croftridge Dr to Meadowbrook Ln 930 30 3,100 3,100 0 0 0 0 0 0 0 0 0 0

Westbourne Drive Warren Blvd to Talbot Dr 825 26 2,383 2,383 0 0 0 0 0 0 0 0 0 0

Lakeshore Drive Lakeview Pl to End 475 25 1,319 1,319 0 0 0 0 0 0 0 0 0 0

Culdesac - - 560 560 0 0 0 0 0 0 0 0 0 0

Mark Terrace Media Line Rd to End 415 25 1,153 1,153 0 0 0 0 0 0 0 0 0 0

Culdesac - - 560 560 0 0 0 0 0 0 0 0 0 0

Farmhouse Lane Boxwood Dr to Mclarie Ln 330 26 953 953 0 0 0 0 0 0 0 0 0 0

Wilson Drive Lorraine Dr to End 330 20 733 733 0 0 0 0 0 0 0 0 0 0

Michele Road Martins Run to End 1,140 30 3,800 3,800 0 0 0 0 0 0 0 0 0 0

Culdesac - - 560 560 0 0 0 0 0 0 0 0 0 0

Netherington Drive Village Ln to Springfield Rd 975 35 3,792 3,792 0 0 0 0 0 0 0 0 0 0

Martens Lane Municipal Boundary to Cul-de-sac 285 27 855 855 0 0 0 0 0 0 0 0 0 0

Culdesac - - 560 560 0 0 0 0 0 0 0 0 0 0

Leveling Course Allocation 0 0 0 50 0 0 0 0 0 0 0 0

Base Repair Allocation 0 0 0 0 0 0 0 0 0 0 0 0

Subtotal 30,698 30,698 0 50 0 0 0 0 0 0 0 0

Add Alternate A1

Public Works Lot to 5,571 5,571 0 0 0 0 0 0 0 0 0 0

Subtotal 5,571 5,571 0 0 0 0 0 0 0 0 0 0

Add Alternate A2

Public Works Lot to 351 5,571 0 0 0 0 0 0 0 0 0 0

Subtotal 351 5,571 0 0 0 0 0 0 0 0 0 0

LENGTH

(L.F.)

ROAD

WIDTH

(L.F.)

MILLING

1.5" DEEP

(S.Y.)

1.5"

WEARING

COURSE

(S.Y.)

4" BASE

REPAIR

(S.Y.)

LEVELING

COURSE

(TON)

MANHOLE

CASTING

REPAIR

(EA)

18" BRICK

GUTTER

REMOVAL

(L.F.)

4" YELLOW

WATERBORNE

MARKINGS

(L.F.)

4" DOUBLE

YELLOW LINE

STRIPING

(L.F.)

4" SINGLE

WHITE LINE

STRIPING

(L.F.)

6" SINGLE

WHITE LINE

STRIPING

(L.F.)

24" HOT

THERMOPLASTIC

PEDESTRAIN

CROSSWALK (EA)

24" HOT

THERMOPLASTIC

STOP BAR (EA)

Base Bid

Elm Avenue Whittier Pl to Walnut Ln 295 26 730 852 125 0 0 550 0 0 0 0 0 0

Michigan Avenue Fairview Rd to East of Marietta Ave 600 25 1,667 1,667 100 50 1 0 290 580 50 0 0 0

Michigan Avenue School Ln to Bridge 435 25 1,208 1,208 100 50 1 0 290 415 0 50 0 1

Yale Avenue Chester Rd to Cornell Ave 405 35 1,575 1,575 0 0 0 0 0 0 810 0 1 1

Base Repair Allocation 0 0 20 0 0 0 0 0 0 0 0 0

Leveling Course Allocation 0 0 0 20 0 0 0 0 0 0 0 0

Subtotal 5,180 5,302 345 120 2 550 580 995 860 50 1 2

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