00410_Bid_Form_ADD_1.pdf

Bid Form – Addendum No. 1 Page 00410-i

BID FORM ADDENDUM NO. 1

PROJECT

2023-ITB-089

FALL 2023 – SPRING 2024 PAVING

LOCATION

CITY OF SCRANTON

LACKAWANNA COUNTY

OWNER

CITY OF SCRANTON

340 NORTH WASHINGTON AVENUE

SCRANTON, PA 18503

BIDDER

NAME: _________________________________________

Page 00410-ii

TABLE OF CONTENTS

Page

ARTICLE 1 – Bid Recipient

ARTICLE 2 – Bidder’s Acknowledgements

ARTICLE 3 – Bidder’s Representations

ARTICLE 4 – Bidder’s Certification

ARTICLE 5 – Basis of Bid

ARTICLE 6 – Time of Completion

ARTICLE 7 – Attachments to this Bid

ARTICLE 8 – Defined Terms

ARTICLE 9 – Bid Submittal

Page 00410-1 of 00410-6

ARTICLE 1 – BID RECIPIENT

1.01 This Bid is submitted to:

CITY OF SCRANTON

340 NORTH WASHINGTON AVENUE

SCRANTON, PA 18503

1.02 The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an Agreement with Owner in the form included in the Bidding Documents to perform all Work as specified or indicated in the Bidding Documents for the prices and within the times indicated in this Bid and in accordance with the other terms and conditions of the Bidding Documents.

ARTICLE 2 – BIDDER’S ACKNOWLEDGEMENTS

2.01 Bidder accepts all of the terms and conditions of the Instructions to Bidders, including without limitation those dealing with the disposition of Bid security. This Bid will remain subject to acceptance for 60 days after the Bid opening, or for such longer period of time that Bidder may agree to in writing upon request of Owner.

ARTICLE 3 – BIDDER’S REPRESENTATIONS

3.01 In submitting this Bid, Bidder represents that:

A. Bidder has examined and carefully studied the Bidding Documents, and any data and reference items identified in the Bidding Documents, and hereby acknowledges receipt of the following Addenda:

Addendum No. Addendum, Date

B. Bidder has visited the Site, conducted a thorough, alert visual examination of the Site and adjacent areas, and become familiar with and satisfied itself as to the general, local, and

Site conditions that may affect cost, progress, and performance of the Work.

C. Bidder is familiar with and has satisfied itself as to all Laws and Regulations that may affect cost, progress, and performance of the Work.

D. Bidder has carefully studied all: (1) reports of explorations and tests of subsurface conditions at or adjacent to the Site and all drawings of physical conditions relating to existing surface or subsurface structures, if any, at the Site that have been identified in the

Supplementary Conditions, especially with respect to Technical Data in such reports and drawings, and (2) reports and drawings relating to Hazardous Environmental Conditions, if any, at or adjacent to the Site that have been identified in the Supplementary Conditions, especially with respect to Technical Data in such reports and drawings.

E. Bidder has considered the information known to Bidder itself; information commonly known to contractors doing business in the locality of the Site; information and

Page 00410-2 of 00410-6 observations obtained from visits to the Site; the Bidding Documents; and any Site-related reports and drawings, if any, identified in the Bidding Documents, with respect to the effect of such information, observations, and documents on (1) the cost, progress, and performance of the Work; (2) the means, methods, techniques, sequences, and procedures of construction to be employed by Bidder; and (3) Bidder’s safety precautions and programs.

F. Bidder has obtained such additional or supplementary examinations, investigations, test borings, explorations, tests, studies and data concerning conditions (surface, subsurface and underground facilities) at or contiguous to the Site or otherwise, which may affect (1) the cost, progress, and performance of the Work; (2) the means, methods, techniques, sequences, and procedures of construction to be employed by Bidder, including applying any specific means, methods, techniques, sequences, and procedures of construction expressly required by the Bidding Documents; and (3) Bidder’s safety precautions and programs or which Bidder deems necessary to assume all risks in excavating for the Project and determine its bid for the Work.

G. Bidder agrees, based on the information and observations referred to in the preceding paragraphs, that no further examinations, investigations, explorations, tests, studies, or data are necessary for the determination of this Bid for performance of the Work at the price bid and within the times required, and in accordance with the other terms and conditions of the Bidding Documents.

H. Bidder is aware of the general nature of work to be performed by Owner and others at the

Site that relates to the Work as indicated in the Bidding Documents.

I. Bidder has given Engineer written notice of all conflicts, errors, ambiguities, or discrepancies that Bidder has discovered in the Bidding Documents, and confirms that the written resolution thereof by Engineer is acceptable to Bidder.

J. The Bidding Documents are generally sufficient to indicate and convey understanding of all terms and conditions for the performance and furnishing of the Work.

K. The submission of this Bid constitutes an incontrovertible representation by Bidder that

Bidder has complied with every requirement of this Article, and that without exception the

Bid and all prices in the Bid are premised upon performing and furnishing the Work required by the Bidding Documents.

ARTICLE 4 – BIDDER’S CERTIFICATION

4.01 Bidder certifies that:

A. This Bid is genuine and not made in the interest of or on behalf of any undisclosed individual or entity and is not submitted in conformity with any collusive agreement or rules of any group, association, organization, or corporation;

B. Bidder has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid;

C. Bidder has not solicited or induced any individual or entity to refrain from bidding; and

D. Bidder has not engaged in corrupt, fraudulent, collusive, or coercive practices in competing for the Contract. For the purposes of this Paragraph 4.01.D:

1. “corrupt practice” means the offering, giving, receiving, or soliciting of any thing of value likely to influence the action of a public official in the bidding process;

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2. “fraudulent practice” means an intentional misrepresentation of facts made (a) to influence the bidding process to the detriment of Owner, (b) to establish bid prices at artificial non-competitive levels, or (c) to deprive Owner of the benefits of free and open competition;

3. “collusive practice” means a scheme or arrangement between two or more Bidders, with or without the knowledge of Owner, a purpose of which is to establish bid prices at artificial, non-competitive levels; and

4. “coercive practice” means harming or threatening to harm, directly or indirectly, persons or their property to influence their participation in the bidding process or affect the e execution of the Contract.

ARTICLE 5 – BASIS OF BID

5.01 Bidder will complete the Work in accordance with the Contract Documents for the following price(s):

Bid Unit Price(s) as listed on the following pages beginning with 00410-4.1:

Bidder acknowledges that (1) each Bid Unit Price includes an amount considered by Bidder to be adequate to cover Contractor’s overhead and profit for each separately identified item, and (2) estimated quantities are not guaranteed, and are solely for the purpose of comparison of Bids, and final payment for all unit price Bid items will be based on actual quantities, determined as provided in the Contract Documents.

ITEM NO. DESCRIPTION UNIT ESTIMATED QUANTITY BID UNIT PRICE BID PRICE

0316-0324

SUPERPAVE ASPHALT MIXTURE DESIGN, FLEXIBLE BASE

REPLACEMENT, PG64S-22, LESS THAN 0.3 MILLION ESALS, 25.0 MM MIX,

4" DEPTH

SY 765

4413-0195

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG64S-22,

LESS THAN 0.3 MILLION ESALS, 9.5 MM MIX, 1 1/2" DEPTH, SRL-L,

INCLUDING TACK COAT AND UTILITY ADJUSTMENTS

SY 5100

4413-1019

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE,

SCRATCH, PG64S-22, LESS THAN 0.3 MILLION ESALS, 9.5 MM MIX, SRL-L,

INCLUDING TACK COAT

TON 230

4491-0014

MILLING OF ASPHALT PAVEMENT SURFACE, 2 1/4" DEPTH, MILLED

MATERIAL RETAINED BY CONTRACTOR

SY 5100

0316-0324

SUPERPAVE ASPHALT MIXTURE DESIGN, FLEXIBLE BASE

REPLACEMENT, PG64S-22, LESS THAN 0.3 MILLION ESALS, 25.0 MM MIX,

4" DEPTH

SY 294

4413-0195

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG64S-22,

LESS THAN 0.3 MILLION ESALS, 9.5 MM MIX, 1 1/2" DEPTH, SRL-L,

INCLUDING TACK COAT AND UTILITY ADJUSTMENTS

SY 1956

4413-1019

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE,

SCRATCH, PG64S-22, LESS THAN 0.3 MILLION ESALS, 9.5 MM MIX, SRL-L,

INCLUDING TACK COAT

TON 89

4491-0014

MILLING OF ASPHALT PAVEMENT SURFACE, 2 1/4" DEPTH, MILLED

MATERIAL RETAINED BY CONTRACTOR

SY 1956

0413-6036

SUPERPAVE ASPHALT MIXTURE DESIGN, BINDER COURSE, PG 64S-22 <

0.3 MILLION ESALS, 19.0 MM MIX, 3" DEPTH

SY 1019

4413-0195

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG64S-22,

LESS THAN 0.3 MILLION ESALS, 9.5 MM MIX, 1 1/2" DEPTH, SRL-L,

INCLUDING TACK COAT AND UTILITY ADJUSTMENTS

SY 1019

0491-0018

MILLING OF ASPHALT PAVEMENT SURFACE, 4 1/2" DEPTH, MILLED

MATERIAL RETAINED BY CONTRACTOR

SY 1019

0636-0001 ASPHALT CONCRETE CURB LF 50

0316-0324

SUPERPAVE ASPHALT MIXTURE DESIGN, FLEXIBLE BASE

REPLACEMENT, PG64S-22, LESS THAN 0.3 MILLION ESALS, 25.0 MM MIX,

4" DEPTH

SY 55

4413-0195

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG64S-22,

LESS THAN 0.3 MILLION ESALS, 9.5 MM MIX, 1 1/2" DEPTH, SRL-L,

INCLUDING TACK COAT AND UTILITY ADJUSTMENTS

SY 545

4413-1019

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE,

SCRATCH, PG64S-22, LESS THAN 0.3 MILLION ESALS, 9.5 MM MIX, SRL-L,

INCLUDING TACK COAT

TON 25

4491-0014

MILLING OF ASPHALT PAVEMENT SURFACE, 2 1/4" DEPTH, MILLED

MATERIAL RETAINED BY CONTRACTOR

SY 545

0636-0001 ASPHALT CONCRETE CURB LF 310

BASE BID

1. LUCKY RUN ROAD - DIVISION TO CITY LINE

TOTAL1. LUCKY RUN ROAD - DIVISION TO CITY LINE

2. EUCLID AVENUE- 915' SOUTH OF GERARD TO PAVING JOINT ON CLEARVIEW

TOTAL2. EUCLID AVENUE- 915' SOUTH OF GERARD TO PAVING JOINT ON CLEARVIEW

3. MANILA PLACE - GARFIELD TO FILMORE

TOTAL3. MANILA PLACE - GARFIELD TO FILMORE

4. PARKHURST PLACE - REBECCA TO GARFIELD

TOTAL 4. PARKHURST PLACE - REBECCA TO GARFIELD

Bid Form - Addendum No. 1

Page 00410-4.1 of 00410-6

0413-6036

SUPERPAVE ASPHALT MIXTURE DESIGN, BINDER COURSE, PG 64S-22 <

0.3 MILLION ESALS, 19.0 MM MIX, 3" DEPTH

SY 1000

4413-0195

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG64S-22,

LESS THAN 0.3 MILLION ESALS, 9.5 MM MIX, 1 1/2" DEPTH, SRL-L,

INCLUDING TACK COAT AND UTILITY ADJUSTMENTS

SY 1000

0491-0018

MILLING OF ASPHALT PAVEMENT SURFACE, 4 1/2" DEPTH, MILLED

MATERIAL RETAINED BY CONTRACTOR

SY 1000

0316-0324

SUPERPAVE ASPHALT MIXTURE DESIGN, FLEXIBLE BASE

REPLACEMENT, PG64S-22, LESS THAN 0.3 MILLION ESALS, 25.0 MM MIX,

4" DEPTH

SY 80

4413-0195

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG64S-22,

LESS THAN 0.3 MILLION ESALS, 9.5 MM MIX, 1 1/2" DEPTH, SRL-L,

INCLUDING TACK COAT AND UTILITY ADJUSTMENTS

SY 800

4413-1019

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE,

SCRATCH, PG64S-22, LESS THAN 0.3 MILLION ESALS, 9.5 MM MIX, SRL-L,

INCLUDING TACK COAT

TON 36

4491-0014

MILLING OF ASPHALT PAVEMENT SURFACE, 2 1/4" DEPTH, MILLED

MATERIAL RETAINED BY CONTRACTOR

SY 800

0413-6036

SUPERPAVE ASPHALT MIXTURE DESIGN, BINDER COURSE, PG 64S-22 <

0.3 MILLION ESALS, 19.0 MM MIX, 3" DEPTH

SY 3192

4413-0195

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG64S-22,

LESS THAN 0.3 MILLION ESALS, 9.5 MM MIX, 1 1/2" DEPTH, SRL-L,

INCLUDING TACK COAT AND UTILITY ADJUSTMENTS

SY 3192

0491-0018

MILLING OF ASPHALT PAVEMENT SURFACE, 4 1/2" DEPTH, MILLED

MATERIAL RETAINED BY CONTRACTOR

SY 3192

0316-0324

SUPERPAVE ASPHALT MIXTURE DESIGN, FLEXIBLE BASE

REPLACEMENT, PG64S-22, LESS THAN 0.3 MILLION ESALS, 25.0 MM MIX,

4" DEPTH

SY 143

4413-0195

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG64S-22,

LESS THAN 0.3 MILLION ESALS, 9.5 MM MIX, 1 1/2" DEPTH, SRL-L,

INCLUDING TACK COAT AND UTILITY ADJUSTMENTS

SY 1429

4413-1019

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE,

SCRATCH, PG64S-22, LESS THAN 0.3 MILLION ESALS, 9.5 MM MIX, SRL-L,

INCLUDING TACK COAT

TON 65

4491-0014

MILLING OF ASPHALT PAVEMENT SURFACE, 2 1/4" DEPTH, MILLED

MATERIAL RETAINED BY CONTRACTOR

SY 1429

0636-0001 ASPHALT CONCRETE CURB LF 420

6. HOWELL STREET - MAIN TO PLEASANT

5. EVAN COURT - PETTIBONE TO SCHLAGER

TOTAL 5. EVAN COURT - PETTIBONE TO SCHLAGER

TOTAL 6. HOWELL STREET - MAIN TO PLEASANT

7. DRINKER PLACE - NORTH WASHINGTON TO BOULEVARD

TOTAL 7. DRINKER PLACE - NORTH WASHINGTON TO BOULEVARD

8. ROSS AVENUE - GREENRIDGE TO MARION

TOTAL 8. ROSS AVENUE - GREENRIDGE TO MARION

Page 00410-4.2 of 00410-6

SUPERPAVE ASPHALT MIXTURE DESIGN, BINDER COURSE, PG 64S-22 <

0.3 MILLION ESALS, 19.0 MM MIX, 3" DEPTH

SY 668

4413-0195

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG64S-22,

LESS THAN 0.3 MILLION ESALS, 9.5 MM MIX, 1 1/2" DEPTH, SRL-L,

INCLUDING TACK COAT AND UTILITY ADJUSTMENTS

SY 668

0491-0018

MILLING OF ASPHALT PAVEMENT SURFACE, 4 1/2" DEPTH, MILLED

MATERIAL RETAINED BY CONTRACTOR

SY 668

9000-0001 ACCESSIBLE CURB RAMP, COMPLETE & IN-PLACE LS 1

0316-0324

SUPERPAVE ASPHALT MIXTURE DESIGN, FLEXIBLE BASE

REPLACEMENT, PG64S-22, LESS THAN 0.3 MILLION ESALS, 25.0 MM MIX,

4" DEPTH

SY 437

4413-0195

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG64S-22,

LESS THAN 0.3 MILLION ESALS, 9.5 MM MIX, 1 1/2" DEPTH, SRL-L,

INCLUDING TACK COAT AND UTILITY ADJUSTMENTS

SY 2182

4413-1019

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE,

SCRATCH, PG64S-22, LESS THAN 0.3 MILLION ESALS, 9.5 MM MIX, SRL-L,

INCLUDING TACK COAT

TON 99

4491-0014

MILLING OF ASPHALT PAVEMENT SURFACE, 2 1/4" DEPTH, MILLED

MATERIAL RETAINED BY CONTRACTOR

SY 2182

9000-0002 ACCESSIBLE CURB RAMP, COMPLETE & IN-PLACE LS 1

0316-0324

SUPERPAVE ASPHALT MIXTURE DESIGN, FLEXIBLE BASE

REPLACEMENT, PG64S-22, LESS THAN 0.3 MILLION ESALS, 25.0 MM MIX,

4" DEPTH

SY 414

4413-0195

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG64S-22,

LESS THAN 0.3 MILLION ESALS, 9.5 MM MIX, 1 1/2" DEPTH, SRL-L,

INCLUDING TACK COAT AND UTILITY ADJUSTMENTS

SY 2067

4413-1019

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE,

SCRATCH, PG64S-22, LESS THAN 0.3 MILLION ESALS, 9.5 MM MIX, SRL-L,

INCLUDING TACK COAT

TON 94

4491-0014

MILLING OF ASPHALT PAVEMENT SURFACE, 2 1/4" DEPTH, MILLED

MATERIAL RETAINED BY CONTRACTOR

SY 2067

0636-0001 ASPHALT CONCRETE CURB LF 75

15. STIPP COURT - MYRTLE TO WHEELER

TOTAL 15. STIPP COURT - MYRTLE TO WHEELER

21. COLFAX STREET PINE TO EAST GIBSON

TOTAL 21. COLFAX STREET PINE TO EAST GIBSON

22. COLFAX STREET - PINE TO OLIVE

TOTAL 22. COLFAX STREET - PINE TO OLIVE

Page 00410-4.3 of 00410-6

SUPERPAVE ASPHALT MIXTURE DESIGN, FLEXIBLE BASE

REPLACEMENT, PG64S-22, LESS THAN 0.3 MILLION ESALS, 25.0 MM MIX,

4" DEPTH

SY 190

4413-0195

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG64S-22,

LESS THAN 0.3 MILLION ESALS, 9.5 MM MIX, 1 1/2" DEPTH, SRL-L,

INCLUDING TACK COAT AND UTILITY ADJUSTMENTS

SY 1262

4413-1019

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE,

SCRATCH, PG64S-22, LESS THAN 0.3 MILLION ESALS, 9.5 MM MIX, SRL-L,

INCLUDING TACK COAT

TON 57

4491-0014

MILLING OF ASPHALT PAVEMENT SURFACE, 2 1/4" DEPTH, MILLED

MATERIAL RETAINED BY CONTRACTOR

SY 1262

0636-0001 ASPHALT CONCRETE CURB LF 150

9000-0003 ACCESSIBLE CURB RAMP, COMPLETE & IN-PLACE LS 1

9000-0004 ACCESSIBLE CURB RAMP, COMPLETE & IN-PLACE LS 1

0413-6036

SUPERPAVE ASPHALT MIXTURE DESIGN, BINDER COURSE, PG 64S-22 <

0.3 MILLION ESALS, 19.0 MM MIX, 3" DEPTH

SY 639

4413-0195

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG64S-22,

LESS THAN 0.3 MILLION ESALS, 9.5 MM MIX, 1 1/2" DEPTH, SRL-L,

INCLUDING TACK COAT AND UTILITY ADJUSTMENTS

SY 639

0491-0018

MILLING OF ASPHALT PAVEMENT SURFACE, 4 1/2" DEPTH, MILLED

MATERIAL RETAINED BY CONTRACTOR

SY 639

26. ASH STREET - JAMES TO RR BRIDGE

TOTAL 26. ASH STREET - JAMES TO RR BRIDGE

28. MAX COURT - RIVER TO ORCHARD

TOTAL 28. MAX COURT - RIVER TO ORCHARD

Page 00410-4.4 of 00410-6

SUPERPAVE ASPHALT MIXTURE DESIGN, FLEXIBLE BASE

REPLACEMENT, PG64S-22, LESS THAN 0.3 MILLION ESALS, 25.0 MM MIX,

4" DEPTH

SY 607

4413-0195

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG64S-22,

LESS THAN 0.3 MILLION ESALS, 9.5 MM MIX, 1 1/2" DEPTH, SRL-L,

INCLUDING TACK COAT AND UTILITY ADJUSTMENTS

SY 6064

4413-1019

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE,

SCRATCH, PG64S-22, LESS THAN 0.3 MILLION ESALS, 9.5 MM MIX, SRL-L,

INCLUDING TACK COAT

TON 273

4491-0014

MILLING OF ASPHALT PAVEMENT SURFACE, 2 1/4" DEPTH, MILLED

MATERIAL RETAINED BY CONTRACTOR

SY 6064

0962-1000 4" WHITE WATERBORNE PAVEMENT MARKINGS LF 2302

0962-1001 6" WHITE WATERBORNE PAVEMENT MARKINGS LF 566

0962-1019 24" WHITE WATERBORNE PAVEMENT MARKINGS LF 273

0962-1061

WHITE WATERBORNE PAVEMENT LEGEND, "RIGHT ARROW", 12'-0" X 3'-

0"

EA 6

0962-1062

WHITE WATERBORNE PAVEMENT LEGEND, "LEFT ARROW", 12'-0" X 3'-

0"

EA 16

0962-1064

WHITE WATERBORNE PAVEMENT LEGEND, "THRU AND LEFT ARROW",

20'-0" X 3'-7"

EA 2

0962-1005 4" YELLOW WATERBORNE PAVEMENT MARKINGS LF 2770

0962-1009 24" YELLOW WATERBORNE PAVEMENT MARKINGS LF 132

4350-0106 SUBBASE (NO. 2A) 6" DEPTH, INCLUDING EXCAVATION SY 296

0413-6036

SUPERPAVE ASPHALT MIXTURE DESIGN, BINDER COURSE, PG 64S-22 <

0.3 MILLION ESALS, 19.0 MM MIX, 3" DEPTH

SY 715

4413-0195

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG64S-22,

LESS THAN 0.3 MILLION ESALS, 9.5 MM MIX, 1 1/2" DEPTH, SRL-L,

INCLUDING TACK COAT AND UTILITY ADJUSTMENTS

SY 715

0491-0018

MILLING OF ASPHALT PAVEMENT SURFACE, 4 1/2" DEPTH, MILLED

MATERIAL RETAINED BY CONTRACTOR

SY 715

29. MEADOW AVENUE - MOOSIC TO RIVER

TOTAL 29. MEADOW AVENUE - MOOSIC TO RIVER

30. FACTORY PLACE - ROSEN TO KIRST AND CHERRY TO LAVELL

TOTAL 30. FACTORY PLACE - ROSEN TO KIRST AND CHERRY TO LAVELL

Page 00410-4.5 of 00410-6

SUPERPAVE ASPHALT MIXTURE DESIGN, BINDER COURSE, PG 64S-22 <

0.3 MILLION ESALS, 19.0 MM MIX, 3" DEPTH

SY 491

4413-0195

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG64S-22,

LESS THAN 0.3 MILLION ESALS, 9.5 MM MIX, 1 1/2" DEPTH, SRL-L,

INCLUDING TACK COAT AND UTILITY ADJUSTMENTS

SY 491

0491-0018

MILLING OF ASPHALT PAVEMENT SURFACE, 4 1/2" DEPTH, MILLED

MATERIAL RETAINED BY CONTRACTOR

SY 491

0316-0324

SUPERPAVE ASPHALT MIXTURE DESIGN, FLEXIBLE BASE

REPLACEMENT, PG64S-22, LESS THAN 0.3 MILLION ESALS, 25.0 MM MIX,

4" DEPTH

SY 88

4413-0195

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG64S-22,

LESS THAN 0.3 MILLION ESALS, 9.5 MM MIX, 1 1/2" DEPTH, SRL-L,

INCLUDING TACK COAT AND UTILITY ADJUSTMENTS

SY 439

4413-1019

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE,

SCRATCH, PG64S-22, LESS THAN 0.3 MILLION ESALS, 9.5 MM MIX, SRL-L,

INCLUDING TACK COAT

TON 20

4491-0014

MILLING OF ASPHALT PAVEMENT SURFACE, 2 1/4" DEPTH, MILLED

MATERIAL RETAINED BY CONTRACTOR

SY 439

0413-6036

SUPERPAVE ASPHALT MIXTURE DESIGN, BINDER COURSE, PG 64S-22 <

0.3 MILLION ESALS, 19.0 MM MIX, 3" DEPTH

SY 972

4413-0195

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG64S-22,

LESS THAN 0.3 MILLION ESALS, 9.5 MM MIX, 1 1/2" DEPTH, SRL-L,

INCLUDING TACK COAT AND UTILITY ADJUSTMENTS

SY 972

0491-0018

MILLING OF ASPHALT PAVEMENT SURFACE, 4 1/2" DEPTH, MILLED

MATERIAL RETAINED BY CONTRACTOR

SY 972

BREK TO GENET

32. KIRST COURT - GENET TO RIPLE

RIPLE TO BREK

TOTAL 32. KIRST COURT - GENET TO RIPLE

39. NICHOLS STREET - MCDONOUGH TO MCCARTHY

TOTAL 39. NICHOLS STREET - MCDONOUGH TO MCCARTHY

Page 00410-4.6 of 00410-6

SUPERPAVE ASPHALT MIXTURE DESIGN, FLEXIBLE BASE

REPLACEMENT, PG64S-22, LESS THAN 0.3 MILLION ESALS, 25.0 MM MIX,

4" DEPTH

SY 297

4413-0195

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG64S-22,

LESS THAN 0.3 MILLION ESALS, 9.5 MM MIX, 1 1/2" DEPTH, SRL-L,

INCLUDING TACK COAT AND UTILITY ADJUSTMENTS

SY 594

4413-1019

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE,

SCRATCH, PG64S-22, LESS THAN 0.3 MILLION ESALS, 9.5 MM MIX, SRL-L,

INCLUDING TACK COAT

TON 27

4491-0014

MILLING OF ASPHALT PAVEMENT SURFACE, 2 1/4" DEPTH, MILLED

MATERIAL RETAINED BY CONTRACTOR

SY 594

0636-0001 ASPHALT CONCRETE CURB LF 460

0316-0324

SUPERPAVE ASPHALT MIXTURE DESIGN, FLEXIBLE BASE

REPLACEMENT, PG64S-22, LESS THAN 0.3 MILLION ESALS, 25.0 MM MIX,

4" DEPTH

SY 66

4413-0195

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG64S-22,

LESS THAN 0.3 MILLION ESALS, 9.5 MM MIX, 1 1/2" DEPTH, SRL-L,

INCLUDING TACK COAT AND UTILITY ADJUSTMENTS

SY 652

4413-1019

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE,

SCRATCH, PG64S-22, LESS THAN 0.3 MILLION ESALS, 9.5 MM MIX, SRL-L,

INCLUDING TACK COAT

TON 30

4491-0014

MILLING OF ASPHALT PAVEMENT SURFACE, 2 1/4" DEPTH, MILLED

MATERIAL RETAINED BY CONTRACTOR

SY 652

0636-0001 ASPHALT CONCRETE CURB LF 540

0316-0324

SUPERPAVE ASPHALT MIXTURE DESIGN, FLEXIBLE BASE

REPLACEMENT, PG64S-22, LESS THAN 0.3 MILLION ESALS, 25.0 MM MIX,

4" DEPTH

SY 404

4413-0195

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG64S-22,

LESS THAN 0.3 MILLION ESALS, 9.5 MM MIX, 1 1/2" DEPTH, SRL-L,

INCLUDING TACK COAT AND UTILITY ADJUSTMENTS

SY 1010

4413-1019

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE,

SCRATCH, PG64S-22, LESS THAN 0.3 MILLION ESALS, 9.5 MM MIX, SRL-L,

INCLUDING TACK COAT

TON 46

4491-0014

MILLING OF ASPHALT PAVEMENT SURFACE, 2 1/4" DEPTH, MILLED

MATERIAL RETAINED BY CONTRACTOR

SY 1010

0316-0324

SUPERPAVE ASPHALT MIXTURE DESIGN, FLEXIBLE BASE

REPLACEMENT, PG64S-22, LESS THAN 0.3 MILLION ESALS, 25.0 MM MIX,

4" DEPTH

SY 728

4413-0195

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG64S-22,

LESS THAN 0.3 MILLION ESALS, 9.5 MM MIX, 1 1/2" DEPTH, SRL-L,

INCLUDING TACK COAT AND UTILITY ADJUSTMENTS

SY 1456

4413-1019

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE,

SCRATCH, PG64S-22, LESS THAN 0.3 MILLION ESALS, 9.5 MM MIX, SRL-L,

INCLUDING TACK COAT

TON 66

4491-0014

MILLING OF ASPHALT PAVEMENT SURFACE, 2 1/4" DEPTH, MILLED

MATERIAL RETAINED BY CONTRACTOR

SY 1456

40. MURPHY COURT - SANDERS TO BURKE

BURKE TO WALSH

WALSH TO KANE

KANE TO SANDERS

TOTAL 40. MURPHY COURT - SANDERS TO BURKE

41. HAMM COURT - MCDONOUGH TO WALSH

TOTAL 41. HAMM COURT - MCDONOUGH TO WALSH

Page 00410-4.7 of 00410-6

SUPERPAVE ASPHALT MIXTURE DESIGN, FLEXIBLE BASE

REPLACEMENT, PG64S-22, LESS THAN 0.3 MILLION ESALS, 25.0 MM MIX,

4" DEPTH

SY 236

4413-0195

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG64S-22,

LESS THAN 0.3 MILLION ESALS, 9.5 MM MIX, 1 1/2" DEPTH, SRL-L,

INCLUDING TACK COAT AND UTILITY ADJUSTMENTS

SY 1571

4413-1019

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE,

SCRATCH, PG64S-22, LESS THAN 0.3 MILLION ESALS, 9.5 MM MIX, SRL-L,

INCLUDING TACK COAT

TON 71

4491-0014

MILLING OF ASPHALT PAVEMENT SURFACE, 2 1/4" DEPTH, MILLED

MATERIAL RETAINED BY CONTRACTOR

SY 1571

0316-0324

SUPERPAVE ASPHALT MIXTURE DESIGN, FLEXIBLE BASE

REPLACEMENT, PG64S-22, LESS THAN 0.3 MILLION ESALS, 25.0 MM MIX,

4" DEPTH

SY 866

4413-0195

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG64S-22,

LESS THAN 0.3 MILLION ESALS, 9.5 MM MIX, 1 1/2" DEPTH, SRL-L,

INCLUDING TACK COAT AND UTILITY ADJUSTMENTS

SY 8657

4413-1019

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE,

SCRATCH, PG64S-22, LESS THAN 0.3 MILLION ESALS, 9.5 MM MIX, SRL-L,

INCLUDING TACK COAT

TON 390

4491-0014

MILLING OF ASPHALT PAVEMENT SURFACE, 2 1/4" DEPTH, MILLED

MATERIAL RETAINED BY CONTRACTOR

SY 8657

9000-0005 ACCESSIBLE CURB RAMP, COMPLETE & IN-PLACE LS 1

0316-0324

SUPERPAVE ASPHALT MIXTURE DESIGN, FLEXIBLE BASE

REPLACEMENT, PG64S-22, LESS THAN 0.3 MILLION ESALS, 25.0 MM MIX,

4" DEPTH

SY 2264

4413-0195

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG64S-22,

LESS THAN 0.3 MILLION ESALS, 9.5 MM MIX, 1 1/2" DEPTH, SRL-L,

INCLUDING TACK COAT AND UTILITY ADJUSTMENTS

SY 15091

4413-1019

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE,

SCRATCH, PG64S-22, LESS THAN 0.3 MILLION ESALS, 9.5 MM MIX, SRL-L,

INCLUDING TACK COAT

TON 680

4491-0014

MILLING OF ASPHALT PAVEMENT SURFACE, 2 1/4" DEPTH, MILLED

MATERIAL RETAINED BY CONTRACTOR

SY 15091

0636-0001 ASPHALT CONCRETE CURB LF 5625

0316-0324

SUPERPAVE ASPHALT MIXTURE DESIGN, FLEXIBLE BASE

REPLACEMENT, PG64S-22, LESS THAN 0.3 MILLION ESALS, 25.0 MM MIX,

4" DEPTH

SY 1146

4413-0195

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG64S-22,

LESS THAN 0.3 MILLION ESALS, 9.5 MM MIX, 1 1/2" DEPTH, SRL-L,

INCLUDING TACK COAT AND UTILITY ADJUSTMENTS

SY 11458

4413-1019

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE,

SCRATCH, PG64S-22, LESS THAN 0.3 MILLION ESALS, 9.5 MM MIX, SRL-L,

INCLUDING TACK COAT

TON 516

4491-0014

MILLING OF ASPHALT PAVEMENT SURFACE, 2 1/4" DEPTH, MILLED

MATERIAL RETAINED BY CONTRACTOR

SY 11458

TOTAL 42. RIDGEWOOD AVENUE - CHERRY NORTH TO CUL DE SAC

42. RIDGEWOOD AVENUE - CHERRY NORTH TO CUL DE SAC

43. ALBRIGHT AVENUE, NAY AUG AVENUE & MEYLERT AVENUE - GREEN RIDGE TO GLENN

TOTAL 43. ALBRIGHT AVENUE, NAY AUG AVENUE & MEYLERT AVENUE - GREEN RIDGE TO GLENN

27. HEMLOCK STREET - PITTSTON TO MEADOW

TOTAL 27. HEMLOCK STREET - PITTSTON TO MEADOW

37. STAFFORD AVENUE - CURVE NEAR CITY LINE NORTH TO SAGINAW

TOTAL 37. STAFFORD AVENUE - CURVE NEAR CITY LINE NORTH TO SAGINAW

Page 00410-4.8 of 00410-6

SUPERPAVE ASPHALT MIXTURE DESIGN, FLEXIBLE BASE

REPLACEMENT, PG64S-22, LESS THAN 0.3 MILLION ESALS, 25.0 MM MIX,

4" DEPTH

SY 965

4413-0195

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG64S-22,

LESS THAN 0.3 MILLION ESALS, 9.5 MM MIX, 1 1/2" DEPTH, SRL-L,

INCLUDING TACK COAT AND UTILITY ADJUSTMENTS

SY 3860

4413-1019

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE,

SCRATCH, PG64S-22, LESS THAN 0.3 MILLION ESALS, 9.5 MM MIX, SRL-L,

INCLUDING TACK COAT

TON 174

4491-0014

MILLING OF ASPHALT PAVEMENT SURFACE, 2 1/4" DEPTH, MILLED

MATERIAL RETAINED BY CONTRACTOR

SY 3860

0962-1000 4" WHITE WATERBORNE PAVEMENT MARKINGS LF 1690

0962-1001 6" WHITE WATERBORNE PAVEMENT MARKINGS LF 620

0962-1019 24" WHITE WATERBORNE PAVEMENT MARKINGS LF 36

0962-1005 4" YELLOW WATERBORNE PAVEMENT MARKINGS LF 1840

0962-1009 24" YELLOW WATERBORNE PAVEMENT MARKINGS LF 52

0962-1061

WHITE WATERBORNE PAVEMENT LEGEND, "RIGHT ARROW", 12'-0" X 3'-

0"

EA 3

0962-1062

WHITE WATERBORNE PAVEMENT LEGEND, "LEFT ARROW", 12'-0" X 3'-

0"

EA 3

0316-0324

SUPERPAVE ASPHALT MIXTURE DESIGN, FLEXIBLE BASE

REPLACEMENT, PG64S-22, LESS THAN 0.3 MILLION ESALS, 25.0 MM MIX,

4" DEPTH

SY 297

4413-0195

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG64S-22,

LESS THAN 0.3 MILLION ESALS, 9.5 MM MIX, 1 1/2" DEPTH, SRL-L,

INCLUDING TACK COAT AND UTILITY ADJUSTMENTS

SY 2963

4413-1019

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE,

SCRATCH, PG64S-22, LESS THAN 0.3 MILLION ESALS, 9.5 MM MIX, SRL-L,

INCLUDING TACK COAT

TON 134

4491-0014

MILLING OF ASPHALT PAVEMENT SURFACE, 2 1/4" DEPTH, MILLED

MATERIAL RETAINED BY CONTRACTOR

SY 2963

0962-1000 4" WHITE WATERBORNE PAVEMENT MARKINGS LF 110

0962-1001 6" WHITE WATERBORNE PAVEMENT MARKINGS LF 600

0962-1019 24" WHITE WATERBORNE PAVEMENT MARKINGS LF 171

0962-1005 4" YELLOW WATERBORNE PAVEMENT MARKINGS LF 960

0962-1025 WHITE WATERBORNE PAVEMENT LEGEND, "ONLY", 8'-0" EA 2

0962-1062

WHITE WATERBORNE PAVEMENT LEGEND, "LEFT ARROW", 12'-0" X 3'-

0"

EA 6

0962-1063

WHITE WATERBORNE PAVEMENT LEGEND, "THRU AND RIGHT

ARROW", 20'-0" X 3'-7"

EA 3

TOTAL 12. JEFFERSON AVENUE - BIDEN TO LINDEN

38. STAFFORD AVENUE - DAVIS STREET TO CURVE

TOTAL 38. STAFFORD AVENUE - DAVIS STREET TO CURVE

12. JEFFERSON AVENUE - BIDEN TO LINDEN

Page 00410-4.9 of 00410-6

SUPERPAVE ASPHALT MIXTURE DESIGN, FLEXIBLE BASE

REPLACEMENT, PG64S-22, LESS THAN 0.3 MILLION ESALS, 25.0 MM MIX,

4" DEPTH

SY 377

4413-0195

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG64S-22,

LESS THAN 0.3 MILLION ESALS, 9.5 MM MIX, 1 1/2" DEPTH, SRL-L,

INCLUDING TACK COAT AND UTILITY ADJUSTMENTS

SY 2511

4413-1019

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE,

SCRATCH, PG64S-22, LESS THAN 0.3 MILLION ESALS, 9.5 MM MIX, SRL-L,

INCLUDING TACK COAT

TON 113

4491-0014

MILLING OF ASPHALT PAVEMENT SURFACE, 2 1/4" DEPTH, MILLED

MATERIAL RETAINED BY CONTRACTOR

SY 2511

0316-0324

SUPERPAVE ASPHALT MIXTURE DESIGN, FLEXIBLE BASE

REPLACEMENT, PG64S-22, LESS THAN 0.3 MILLION ESALS, 25.0 MM MIX,

4" DEPTH

SY 528

4413-0195

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG64S-22,

LESS THAN 0.3 MILLION ESALS, 9.5 MM MIX, 1 1/2" DEPTH, SRL-L,

INCLUDING TACK COAT AND UTILITY ADJUSTMENTS

SY 2639

4413-1019

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE,

SCRATCH, PG64S-22, LESS THAN 0.3 MILLION ESALS, 9.5 MM MIX, SRL-L,

INCLUDING TACK COAT

TON 119

4491-0014

MILLING OF ASPHALT PAVEMENT SURFACE, 2 1/4" DEPTH, MILLED

MATERIAL RETAINED BY CONTRACTOR

SY 2639

24. MULBERRY STREET - NAY AUG - ARTHUR

TOTAL 24. MULBERRY STREET - NAY AUG - ARTHUR

25. NAY AUG ROAD - ARTHUR TO MULBERRY

TOTAL 25. NAY AUG ROAD - ARTHUR TO MULBERRY

TOTAL BASE BID

Page 00410-4.10 of 00410-6

SUPERPAVE ASPHALT MIXTURE DESIGN, FLEXIBLE BASE

REPLACEMENT, PG64S-22, LESS THAN 0.3 MILLION ESALS, 25.0 MM MIX,

4" DEPTH

SY 633

4413-0195

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG64S-22,

LESS THAN 0.3 MILLION ESALS, 9.5 MM MIX, 1 1/2" DEPTH, SRL-L,

INCLUDING TACK COAT AND UTILITY ADJUSTMENTS

SY 6326

4413-1019

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE,

SCRATCH, PG64S-22, LESS THAN 0.3 MILLION ESALS, 9.5 MM MIX, SRL-L,

INCLUDING TACK COAT

TON 285

4491-0014

MILLING OF ASPHALT PAVEMENT SURFACE, 2 1/4" DEPTH, MILLED

MATERIAL RETAINED BY CONTRACTOR

SY 6326

0962-1000 4" WHITE WATERBORNE PAVEMENT MARKINGS LF 100

0962-1001 6" WHITE WATERBORNE PAVEMENT MARKINGS LF 892

0962-1019 24" WHITE WATERBORNE PAVEMENT MARKINGS LF 490

0962-1005 4" YELLOW WATERBORNE PAVEMENT MARKINGS LF 3224

0962-1009 24" YELLOW WATERBORNE PAVEMENT MARKINGS LF 273

0962-1060

WHITE WATERBORNE PAVEMENT LEGEND, "STRAIGHT ARROW", 12'-0"

X 1'-8"

EA 8

0962-1061

WHITE WATERBORNE PAVEMENT LEGEND, "RIGHT ARROW", 12'-0" X 3'-

0"

EA 4

0962-1062

WHITE WATERBORNE PAVEMENT LEGEND, "LEFT ARROW", 12'-0" X 3'-

0"

EA 4

0962-1063

WHITE WATERBORNE PAVEMENT LEGEND, "THRU AND RIGHT

ARROW", 20'-0" X 3'-7"

EA 2

0316-0324

SUPERPAVE ASPHALT MIXTURE DESIGN, FLEXIBLE BASE

REPLACEMENT, PG64S-22, LESS THAN 0.3 MILLION ESALS, 25.0 MM MIX,

4" DEPTH

SY 266

4413-0195

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG64S-22,

LESS THAN 0.3 MILLION ESALS, 9.5 MM MIX, 1 1/2" DEPTH, SRL-L,

INCLUDING TACK COAT AND UTILITY ADJUSTMENTS

SY 2656

4413-1019

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE,

SCRATCH, PG64S-22, LESS THAN 0.3 MILLION ESALS, 9.5 MM MIX, SRL-L,

INCLUDING TACK COAT

TON 120

4491-0014

MILLING OF ASPHALT PAVEMENT SURFACE, 2 1/4" DEPTH, MILLED

MATERIAL RETAINED BY CONTRACTOR

SY 2656

0636-0001 ASPHALT CONCRETE CURB LF 360

TOTAL 17. ALTERNATE 1 LACKAWANNA AVENUE - ADAMS TO WYOMING

ALTERNATES

17. ALTERNATE 1 LACKAWANNA AVENUE - ADAMS TO WYOMING

33. ALTERNATE 2 PROSPECT AVENUE - SAGINAW TO O-HARA

TOTAL 33. ALTERNATE 2 PROSPECT AVENUE - SAGINAW TO O-HARA

Page 00410-4.11 of 00410-6

SUPERPAVE ASPHALT MIXTURE DESIGN, FLEXIBLE BASE

REPLACEMENT, PG64S-22, LESS THAN 0.3 MILLION ESALS, 25.0 MM MIX,

4" DEPTH

SY 248

4413-0195

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG64S-22,

LESS THAN 0.3 MILLION ESALS, 9.5 MM MIX, 1 1/2" DEPTH, SRL-L,

INCLUDING TACK COAT AND UTILITY ADJUSTMENTS

SY 2478

4413-1019

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE,

SCRATCH, PG64S-22, LESS THAN 0.3 MILLION ESALS, 9.5 MM MIX, SRL-L,

INCLUDING TACK COAT

TON 112

4491-0014

MILLING OF ASPHALT PAVEMENT SURFACE, 2 1/4" DEPTH, MILLED

MATERIAL RETAINED BY CONTRACTOR

SY 2478

0636-0001 ASPHALT CONCRETE CURB LF 600

9000-0006 ACCESSIBLE CURB RAMP, COMPLETE & IN-PLACE LS 1

9000-0007 ACCESSIBLE CURB RAMP, COMPLETE & IN-PLACE LS 1

0316-0324

SUPERPAVE ASPHALT MIXTURE DESIGN, FLEXIBLE BASE

REPLACEMENT, PG64S-22, LESS THAN 0.3 MILLION ESALS, 25.0 MM MIX,

4" DEPTH

SY 830

4413-0195

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG64S-22,

LESS THAN 0.3 MILLION ESALS, 9.5 MM MIX, 1 1/2" DEPTH, SRL-L,

INCLUDING TACK COAT AND UTILITY ADJUSTMENTS

SY 8295

4413-1019

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE,

SCRATCH, PG64S-22, LESS THAN 0.3 MILLION ESALS, 9.5 MM MIX, SRL-L,

INCLUDING TACK COAT

TON 374

4491-0014

MILLING OF ASPHALT PAVEMENT SURFACE, 2 1/4" DEPTH, MILLED

MATERIAL RETAINED BY CONTRACTOR

SY 8295

36. ALTERNATE 4 SAGINAW STREET - STAFFORD TO SOUTH WEBSTER

TOTAL 36. ALTERNATE 4 SAGINAW STREET - STAFFORD TO SOUTH WEBSTER

TOTAL BASE BID AND ALL ALTERNATES

35. ALTERNATE 3 SOUTH WEBSTER AVENUE - DUNCAN TO CONNELL

TOTAL 35. ALTERNATE 3 SOUTH WEBSTER AVENUE - DUNCAN TO CONNELL

Page 00410-4.12 of 00410-6

Page 00410-5 of 00410-6

ARTICLE 6 – TIME OF COMPLETION

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

6.02 Bidder accepts the provisions of the Agreement as to liquidated damages.

ARTICLE 7 – ATTACHMENTS TO THIS BID

7.01 The following documents are submitted with and made a condition of this Bid:

Refer to City of Scranton Invitation to Bid

ARTICLE 8 – DEFINED TERMS

8.01 The terms used in this Bid with initial capital letters have the meanings stated in the Instructions to Bidders, the General Conditions, and the Supplementary Conditions.

Page 00410-6 of 00410-6

ARTICLE 9 – BID SUBMITTAL

BIDDER:

By:

[Signature]

[Printed name]

(If Bidder is a corporation, a limited liability company, a partnership, or a joint venture, attach evidence of authority to sign.)

Attest:

[Signature]

[Printed name]

Title:

Submittal Date:

Address for giving notices:

Telephone Number:

Fax Number:

Contact Name and e-mail address: