PROPOSAL Report - Project 119211

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PROPOSAL REPORT

Project: 119211 Bid

Package: 1

Current Let: 08/27/2026 11:00:00 AM

Version: Current Addendum

Count: 0

District: 08 County: Lancaster

SR/SEC/

Group ID: 222/BRC/---

Description

Lancaster MPO TIP Funded Bridge Repair Contract

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TABLE OF CONTENTS

BID PACKAGE SUMMARY

PROJECT ITEMS AND QUANTITIES

SPECIAL PROVISIONS

00 - a00000 NOTICE TO CONTRACTOR - ENVIRONMENTAL RESOURCE AVOIDANCE G50B - a00050 APPLICABLE DESIGNATED SPECIAL PROVISIONS (FEDERAL) G113B - a00113 CONTRACT PROVISIONS - RIGHT-TO-KNOW LAW C164A - a00164 CHANGES TO SPECIFICATIONS: SECTION 106 C166A - a00166 CHANGES TO SPECIFICATIONS: SECTIONS 107 AND 608 C167A - a00167 CHANGES TO SPECIFICATIONS: APPENDIX C—DESIGNATED SPECIAL PROVISIONS and APPENDIX C, DSP 20

C168A - a00168 CHANGES TO SPECIFICATIONS: SECTIONS 110, 404, AND 507 C169A - a00169 CHANGES TO SPECIFICATIONS: SECTION 419 C170A - a00170 CHANGES TO SPECIFICATIONS: SECTIONS 110, 501, 506, 530, 703, and 704 C171A - a00171 CHANGES TO SPECIFICATIONS: SECTIONS 313, 314, 360, 410, 412, and 413 ... 44 C172A - a00172 CHANGES TO SPECIFICATIONS: SECTIONS 107, 871, 872, 875, and 876 G311A - a00311 ROAD USER LIQUIDATED DAMAGES (RULD) G901B - a00901 ALTERNATE EROSION AND SEDIMENT POLLUTION CONTROL PLAN G1211B - a01211 Exx-9999 PERMIT G1601A - a01601 E.E.O. COVERED AREA 00 - a01701 FALL PROTECTION AND RESCUE PLAN G2302A - a02302 Worker Protection and Investment G60B - a02401 NIGHT SHIFT G110B - a02601 START OF WORK G10G - a02801 EXISTING PAVEMENT MARKINGS P1061D - b01061 Electronic Submission of Material Certifications through ECMS P1062D - b01062 Electronic Submission of Material Certifications through ECMS for Lump Sum Component items

S6012B - b06012 SECTION 601.3(f) BACKFILLING TRENCH S6092B - b06092 SECTION 609.2(f) MISCELLANEOUS MATERIALS 00 - b07042 SECTION 704 AND SECTION 1001 00 - b08671 SECTION 867 - COMPOST FILTER SOCK 00 - b10181 SECTION 1018 - REMOVAL OF EXISTING BRIDGES OR CULVERTS 00 - b10851 SECTION 1085.3(h)4 Backfill 00 - c02041 ITEM 4204-0100 - CLASS 3 EXCAVATION, MODIFIED 00 - c02051 ITEM 4205-0267 - SELECTED BORROW EXCAVATION ROCK, CLASS R-7, MODIFIED

I6091L - c06091 ITEM 0609-0009 - EQUIPMENT PACKAGE 00 - c10011 ITEM 5001-1120 - CLASS A CEMENT CONCRETE, EXCEPT USE NO. 8

AGGREGATE

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00 - c10031 ITEM 5003-0003 - DOWEL HOLES, 8" DEPTH MODIFIED 00 - c10181 ITEM 5018-0070 - REMOVAL OF PORTION OF EXISTING CULVERT, MODIFIED 00 - c10701 ITEM 5070-0200 - PAINTING EXISTING STRUCTURAL STEEL, MODIFIED 00 - c90001 ITEM 9000-0001 - CONCRETE TYPE 2 REPAIRS 00 - c90002 ITEM 9000-0002 - DISTRIBUTED GALVANIC ANODES 00 - c90003 ITEM 9000-0003 - REMOVAL OF DETERIORATED CONCRETE 00 - c90004 ITEM 9000-0004 - DECK RAILING REPAIR 00 - c90005 ITEM 9000-0005 - REPAIR SLOPE WALL 00 - c90006 ITEM 9000-0006 - CLEAN AND FLUSH DECK 00 - c90007 ITEM 9000-0007 - DRAINAGE 00 - c90008 ITEM 9000-0008 - CLEAN AND FLUSH BRIDGE BEAM SEATS 00 - c90009 ITEM 9000-0017 - REPAIR TEMPORARY IMPACT ATTENUATING DEVICE, TYPE V

(STANDARD), TEST LEVEL 3

00 - c90010 ITEM 9000-0100 - SPECIAL MORTAR REPAIRS 00 - c90011 ITEM 9000-0101 - DOWNSPOUT EXTENSION 00 - c90012 ITEM 9000-0103 - WINGWALL REPAIR - STRAPPING 00 - c90013 ITEM 9000-0104 - STOCKPILING AND PLACEMENT OF STREAMBED MATERIAL 00 - c90014 ITEM 9000-0105 - JACKING BRIDGE SUPERSTRUCTURE, S-43745 00 - c90015 ITEM 9000-0106 - RESET ROCKER BEARINGS, S-43745 00 - c90016 ITEM 9000-0107 - ALUMINUM BRIDGE RAILING REPAIR, S-43745 00 - c90017 ITEM 9000-0108 - ALUMINUM BRIDGE RAILING REPAIR, S-43746 00 - c90018 ITEM 9000-0109 - DRILL 2 INCH DIA RELIEF HOLE, S-43745 00 - c90019 ITEM 9000-0110 - DRILL 2 INCH DIA RELIEF HOLE, S-43746 00 - c90020 ITEM 9000-0111 - REPAIR SLOPE WALL 00 - c90021 ITEM 9000-0112 - FLUSH SCUPPERS AND DOWNSPOUTS 00 - c90022 ITEM 9000-0113 - DEBRIS AND BRUSH REMOVAL 00 - c90023 ITEM 9000-0114 - DISTRIBUTED GALVANIC ANODES 00 - c90025 ITEM 9000-0199 - SPRAY-APPLIED WATER PROOFING MEMBRANE 00 - c90027 ITEM 9000-2600 - UNFORESEEN BRIDGE REPAIR 00 - c90029 ITEM 9040-0101 - CONCRETE BRIDGE DECK REPAIRS, TYPE 2, RAPID SET

CONCRETE

00 - c90402 ITEM 9040-0102 - CONCRETE BRIDGE BARRIER REPAIRS, TYPE 2, RAPID SET

CONCRETE

00 - c90403 ITEM 9040-0103 - CONCRETE BRIDGE DECK REPAIRS, TYPE 3, RAPID SET

CONCRETE

00 - c90405 ITEM 9100-0001 - PUMPED WATER BYPASS SYSTEM (STREAM DIVERSION NO. 1). 115 I2032D - c92032 ITEM 9203-0101 - TEMPORARY EXCAVATION SUPPORT AND PROTECTION

SYSTEM

00 - c92032 SUPPLEMENTAL SPECIFICATIONS FOR TEMPORARY EXCAVATION AND

SUPPORT PROTECTION SYSTEMS

00 - c96081 ITEMS 9608-XXXX - MOBILIZATION

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00 - c99011 ITEMS 9901-XXXX - MAINTENANCE AND PROTECTION OF TRAFFIC DURING

CONSTRUCTION

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BID PACKAGE SUMMARY

Project: 119211 Bid Package: 1

Project Type: Standard Posted:

Federal Project Status: PENNDOT Oversight Non-NHS State Type of Work: BRIDGE

Prequalification Required: Yes Pre-Bid Meeting: None

408 Version: 2026-IE

Scheduled Let: 08/27/2026 11:00:00 AM Project Cost Range: $7,500,000.00 - $9,999,999.99 Anticipated NTP: 10/13/2026 Structure Work: 81.00%

Required Completion: 12/29/2028 DBE: 0% Wage Rates: Yes

Description:

This project consists of various bridge preservation activities and other miscellaneous construction, all as indicated on the approved drawings included in the Bid Package for STATE ROUTE 0222, SECTION BRC, in LANCASTER COUNTY, at various segments and offsets throughout Lancaster County.

Additional Information:

This is an ECMS project. All Addenda will be electronically posted.The location of the public bid opening is the Commonwealth Keystone Building, 7th Floor, Contract Awards Room, 400 North Street, Harrisburg. Allow sufficient time before the bid opening to contact Contract Awards and be escorted to the 7th Floor Contract Awards Room. Contract Awards can be reached at 717-395-9754.

Due to recent changes in the Keystone Building, there is no longer a reception on the 5th Floor to greet and check-in visitors.

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PROJECT ITEMS AND QUANTITIES

Alt Item Work Class Code Unit Of

Measure Quantity Unit Price PDP Spec

Prov Add Action

4204-0100 C1, S1, T1 Cubic Yard 90.0000 N Proj

CLASS 3 EXCAVATION MODIFIED

0205-0263 C1 Cubic Yard 5.0000 N

SELECTED BORROW EXCAVATION ROCK, CLASS R-3

4205-0267 C1 Cubic Yard 20.0000 N Proj

SELECTED BORROW EXCAVATION ROCK, CLASS R-7 MODIFIED

0205-0292 C1, S4 Cubic Yard 35.0000 N

STRUCTURE BACKFILL

0220-0030 K1 Cubic Yard 40.0000 N

FLOWABLE BACKFILL, TYPE D

0316-0336 E, F1 Square Yard 178.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, FLEXIBLE BASE REPLACEMENT, PG 64S-22, < 0.3 MILLION ESALs, 25.0 MM

MIX, 12" DEPTH

0413-0176 F Square Yard 468.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG 64S-22, < 0.3 MILLION ESALS, 12.5 MM MIX, 2" DEPTH, SRL-E

0413-0392 F Ton 3.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG 64E-22, 3 TO < 10 MILLION ESALS, 12.5 MM MIX, SRL- E

0460-0001 F4 Square Yard 468.0000 N

ASPHALT TACK COAT

0460-0004 F4 Gallon 2.0000 N

ASPHALT TACK COAT (NTT/CNTT)

0469-0022 F2 Linear Foot 39.0000 N

ASPHALT JOINT AND CRACK SEALING FOR ASPHALT SURFACES

0491-0013 F3 Square Yard 468.0000 N MILLING OF ASPHALT PAVEMENT SURFACE, 2" DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR

0609-0007 X Lump Sum 1.0000 N

INSPECTOR'S FIELD OFFICE AND INSPECTION FACILITIES, TYPE B

0609-0009 X Lump Sum 1.0000 N

EQUIPMENT PACKAGE

0627-3019 J1 Linear Foot 784.0000 N

TEMPORARY BARRIER, TEST LEVEL 3, BARRIER DEFLECTION DISTANCE < /=1'

0627-3020 J1 Linear Foot 950.0000 N

TEMPORARY BARRIER, TEST LEVEL 3, BARRIER DEFLECTION DISTANCE < /=2'

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0628-3019 J1 Linear Foot 628.0000 N

RESET TEMPORARY BARRIER, TEST LEVEL 3, BARRIER DEFLECTION DISTANCE < /=1'

0628-3020 J1 Linear Foot 950.0000 N

RESET TEMPORARY BARRIER, TEST LEVEL 3, BARRIER DEFLECTION DISTANCE < /=2'

0643-0010 J1 Linear Foot 404.0000 N

TEMPORARY CONCRETE MEDIAN BARRIER, STRUCTURE MOUNTED, 32" HEIGHT

0644-0010 J1 Linear Foot 284.0000 N

TEMPORARY CONCRETE MEDIAN BARRIER, STRUCTURE MOUNTED, 32" HEIGHT, RESET

0686-0040 X Lump Sum 1.0000 N

CONSTRUCTION SURVEYING, TYPE C

0689-0003 X Lump Sum 1.0000 N

CPM SCHEDULE

0690-0002 X Dollar 6,000.0000 $1.00 Y

SEMI-FORMAL FACILITATION

0696-0610 J1 Each 11.0000 N

TEMPORARY IMPACT ATTENUATING DEVICE, TYPE V (STANDARD), TEST LEVEL 3

0697-0610 J1 Each 11.0000 N

RESET TEMPORARY IMPACT ATTENUATING DEVICE, TYPE V (STANDARD), TEST LEVEL 3

0802-0001 C1, M Cubic Yard 24.0000 N

TOPSOIL FURNISHED AND PLACED

0804-0025 M3 Pound 1.0000 N

SEEDING AND SOIL SUPPLEMENTS - FORMULA B RESIDENTIAL MIX, INCLUDING MULCH

0804-0027 M3 Pound 7.0000 N

SEEDING AND SOIL SUPPLEMENTS - FORMULA L CLEAR ZONE MIX, INCLUDING MULCH

0804-0030 M3 Pound 1.0000 N SEEDING AND SOIL SUPPLEMENTS - FORMULA R SEASONALLY FLOODED CONSERVATION MIX, INCLUDING MULCH

0804-0032 M3 Pound 2.0000 N

SEEDING - FORMULA T TEMPORARY GRASS MIX, INCLUDING MULCH

0806-0112 M2 Square Yard 265.0000 N

TEMPORARY SHORT-TERM, ROLLED EROSION CONTROL PRODUCT, TYPE 2C

0855-0003 M2 Each 1.0000 N

PUMPED WATER FILTER BAG

0855-0004 M2 Each 1.0000 N

REPLACEMENT PUMPED WATER FILTER BAG

0867-0012 M2 Linear Foot 88.0000 N

COMPOST FILTER SOCK, 12" DIAMETER

0867-0018 M2 Linear Foot 61.0000 N

COMPOST FILTER SOCK, 18" DIAMETER

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0901-0240 Q, R Square Foot 200.0000 N

ADDITIONAL TRAFFIC CONTROL SIGNS

0901-0320 O Linear Foot 18,643.0000 N

4" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, YELLOW

0901-0330 O Linear Foot 14,315.0000 N

4" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, WHITE

0901-0460 Q Each 6.0000 N

FULL-MATRIX CHANGEABLE MESSAGE SIGN WITH TELECOMMUNICATIONS

0958-0281 P, Q Each 2.0000 N

TEMPORARY TIMING ADJUSTMENTS TO EXISTING PERMANENT TRAFFIC SIGNAL CONTROLLER

0962-1000 O Linear Foot 5,797.0000 N

4" WHITE WATERBORNE PAVEMENT MARKINGS

0962-1005 O Linear Foot 5,211.0000 N

4" YELLOW WATERBORNE PAVEMENT MARKINGS

0963-0001 O2, O3 Square Foot 9,727.0000 N

PAVEMENT MARKING REMOVAL

0963-0004 O2, O3 Linear Foot 5,921.0000 N

4" PAVEMENT MARKING REMOVAL

1001-1000 S9 Cubic Yard 6.0000 N

CLASS AAAP CEMENT CONCRETE

1001-1080 S2 Cubic Yard 1.0000 N

CLASS AA CEMENT CONCRETE

5001-1120 S2 Cubic Yard 121.0000 N Proj

CLASS A CEMENT CONCRETE EXCEPT USE NO. 8 COARSE AGGREGATE

1001-1200 S2 Cubic Yard 1.0000 N

CLASS AA CEMENT CONCRETE, EXCEPT USE NO. 8 COARSE AGGREGATE

1002-0001 S7 Pound 81.0000 N

REINFORCEMENT BARS

1002-0052 S7 Pound 40,230.0000 N

REINFORCEMENT BARS, EPOXY COATED

1003-0002 S2 Each 60.0000 N

DOWEL HOLES, 6" DEPTH

5003-0003 S2 Each 2,448.0000 N Proj

DOWEL HOLES, 8" DEPTH MODIFIED

1003-0005 S2 Each 4,050.0000 N

DOWEL HOLES, 12" DEPTH

1018-0048 T1 Lump Sum 1.0000 N

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REMOVAL OF PORTION OF EXISTING BRIDGE

5018-0070 C1, T1 Lump Sum 1.0000 N Proj

REMOVAL OF PORTION OF EXISTING CULVERT MODIFIED

1019-0040 K2 Square Yard 2,310.0000 N

PROTECTIVE COATING FOR REINFORCED CONCRETE SURFACES (PENETRATING SEALERS, REINFORCED

CONCRETE SUBSTRUCTURE SURFACES)

1019-0050 K2 Square Yard 240.0000 N

PROTECTIVE COATING FOR REINFORCED CONCRETE SURFACES (PENETRATING SEALERS, BRIDGE

SUPERSTRUCTURE)

1026-0015 T6 Linear Foot 44.0000 N

NEOPRENE STRIP SEAL DAM, (3" MOVEMENT)

1045-0020 K2 Square Yard 230.0000 N

PROTECTIVE COATING FOR REINFORCED CONCRETE SURFACES (EPOXY RESIN)

1050-0110 S2, T3 Pound 210.0000 N

FABRICATED STRUCTURAL STEEL REPAIR

1050-0120 S2, T3 Pound 25.0000 N

FABRICATED STRUCTURAL STEEL REPAIR, UNPAINTED

1050-0121 S2, T3 Pound 72.0000 N

FABRICATED STRUCTURAL STEEL REPAIR, UNPAINTED

1050-0201 S2, T3 Each 1.0000 N

FABRICATED STRUCTURAL STEEL REPAIR 1

5070-0200 V Lump Sum 1.0000 N Proj

PAINTING EXISTING STRUCTURAL STEEL MODIFIED

1070-0201 V Lump Sum 1.0000 N

PAINTING EXISTING STRUCTURAL STEEL

1070-0202 V Lump Sum 1.0000 N

1070-0203 V Lump Sum 1.0000 N

1070-0204 V Lump Sum 1.0000 N

1070-0205 V Lump Sum 1.0000 N

1070-0206 V Lump Sum 1.0000 N

1070-0207 V Lump Sum 1.0000 N

1070-0208 V Lump Sum 1.0000 N

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1072-0100 V2 Lump Sum 1.0000 N

CONTAINMENT

1072-0101 V2 Lump Sum 1.0000 N

1072-0102 V2 Lump Sum 1.0000 N

1072-0103 V2 Lump Sum 1.0000 N

1072-0104 V2 Lump Sum 1.0000 N

1072-0105 V2 Lump Sum 1.0000 N

1072-0106 V2 Lump Sum 1.0000 N

1072-0107 V2 Lump Sum 1.0000 N

1072-0108 V2 Lump Sum 1.0000 N

1072-0200 X Lump Sum 1.0000 N

WASTE MANAGEMENT

1072-0201 X Lump Sum 1.0000 N

1072-0202 X Lump Sum 1.0000 N

1072-0203 X Lump Sum 1.0000 N

1072-0204 X Lump Sum 1.0000 N

1072-0205 X Lump Sum 1.0000 N

1072-0206 X Lump Sum 1.0000 N

1072-0207 X Lump Sum 1.0000 N

1072-0208 X Lump Sum 1.0000 N

1072-0300 V2 Lump Sum 1.0000 N

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WORKER HEALTH AND SAFETY

1072-0301 V2 Lump Sum 1.0000 N

1072-0302 V2 Lump Sum 1.0000 N

1072-0303 V2 Lump Sum 1.0000 N

1072-0304 V2 Lump Sum 1.0000 N

1072-0305 V2 Lump Sum 1.0000 N

1072-0306 V2 Lump Sum 1.0000 N

1072-0307 V2 Lump Sum 1.0000 N

1072-0308 V2 Lump Sum 1.0000 N

1090-1000 T5 Linear Foot 312.0000 N

PREFORMED NEOPRENE COMPRESSION SEAL REPLACEMENT

1090-1017 T5 Linear Foot 1,055.0000 N

NEOPRENE STRIP SEAL GLAND REPLACEMENT

1090-1018 S2 Square Foot 30.0000 N

PRESTRESSED CONCRETE BEAM REPAIRS

9000-0001 S2 Square Foot 311.0000 N Proj

CONCRETE TYPE 2 REPAIRS

9000-0002 S2 Linear Foot 3,602.0000 N Proj

DISTRIBUTED GALVANIC ANODES

9000-0003 S2 Cubic Foot 190.0000 N Proj

REMOVAL OF DETERIORATED CONCRETE

9000-0004 S2 Dollar 2,000.0000 $1.00 Y Proj

DECK RAILING REPAIR

9000-0005 S2 Square Yard 84.0000 N Proj

REPAIR SLOPE WALL

9000-0006 S9 Each 2.0000 N Proj

CLEAN AND FLUSH DECK

9000-0007 T7 Linear Foot 118.0000 N Proj

DRAINAGE

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9000-0008 S2 Each 2.0000 N Proj

CLEAN AND FLUSH BRIDGE BEAM SEATS

9000-0017 J3 Dollar 10,000.0000 $1.00 Y Proj

REPAIR TEMPORARY IMPACT ATTENUATING DEVICE, TYPE V (STANDARD), TEST LEVEL 3

9000-0100 K1, S2 Square Foot 233.0000 N Proj

SPECIAL MORTAR REPAIRS

9000-0101 T7 Each 24.0000 N Proj

DOWNSPOUT EXTENSION

9000-0103 S2 Each 14.0000 N Proj

WINGWALL REPAIR - STRAPPING

9000-0104 C1 Cubic Yard 9.0000 N Proj

STOCKPILING AND PLACEMENT OF STREAMBED MATERIAL

9000-0105 S2 Lump Sum 1.0000 N Proj

JACKING BRIDGE SUPERSTRUCTURE, S-43745

9000-0106 S2 Each 3.0000 N Proj

RESET ROCKER BEARINGS, S-43745

9000-0107 J2 Dollar 15,000.0000 $1.00 Y Proj

ALUMINUM BRIDGE RAILING REPAIR, S-43745

9000-0108 J2 Dollar 3,000.0000 $1.00 Y Proj

ALUMINUM BRIDGE RAILING REPAIR, S-43746

9000-0109 K1 Each 192.0000 N Proj

DRILL 2 INCH DIA RELIEF HOLE, S-43745

9000-0110 K1 Each 192.0000 N Proj

DRILL 2 INCH DIA RELIEF HOLE, S-43736

9000-0111 S2 Square Foot 444.0000 N Proj

REPAIR SLOPE WALL

9000-0112 H1, T7 Lump Sum 1.0000 N Proj

FLUSH SCUPPERS AND DOWNSPOUTS

9000-0113 A, C1 Lump Sum 1.0000 N Proj

DEBRIS AND BRUSH REMOVAL

9000-0114 S2 Linear Foot 1,368.0000 N Proj

DISTRIBUTED GALVANIC ANODES

9000-0199 K2, S2 Square Yard 4.0000 N Proj

SPRAY-APPLIED WATERPOOFING MEMBRANE

9000-2600 S2 Dollar 50,000.0000 $1.00 Y Proj

UNFORESEEN BRIDGE REPAIR

9040-0101 S9 Square Foot 1,824.0000 N Proj

CONCRETE BRIDGE DECK REPAIR, TYPE 2, RAPID SET CONCRETE

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9040-0102 S2 Square Foot 4.0000 N Proj

CONCRETE BRIDGE BARRIER REPAIR, TYPE 2, RAPID SET CONCRETE

9040-0103 S9 Square Foot 471.0000 N Proj

CONCRETE BRIDGE DECK REPAIR, TYPE 3, RAPID SET CONCRETE

9100-0001 M2 Lump Sum 1.0000 N Proj

PUMPED WATER BYPASS SYSTEM (STREAM DIVERSION NO. 1)

9203-0101 C1, U Lump Sum 1.0000 N Std

TEMPORARY EXCAVATION SUPPORT & PROTECTION SYSTEM

9608-1001 X Lump Sum 1.0000 N Proj

MOBILIZATION, BMS # 36 0023 0190 0623

9608-1002 X Lump Sum 1.0000 N Proj

MOBILIZATION, BMS # 36 0030 0040 0888

9608-1003 X Lump Sum 1.0000 N Proj

MOBILIZATION, BMS # 36 0030 0041 0969

9608-1004 X Lump Sum 1.0000 N Proj

MOBILIZATION, BMS # 36 1084 0010 0000

9608-2001 X Lump Sum 1.0000 N Proj

MOBILIZATION, BMS # 36 3441 0010 0102

9608-2002 X Lump Sum 1.0000 N Proj

MOBILIZATION, BMS # 36 0741 0170 0129

9608-2003 X Lump Sum 1.0000 N Proj

MOBILIZATION, BMS #36 4005 0010 0829

9608-2004 X Lump Sum 1.0000 N Proj

MOBILIZATION, BMS #36 0222 0190 1494

9608-2005 X Lump Sum 1.0000 N Proj

MOBILIZATION, BMS #36 0222 0911 1483

9608-2006 X Lump Sum 1.0000 N Proj

MOBILIZATION, BMS #36 0222 0370 0000

9608-2007 X Lump Sum 1.0000 N Proj

MOBILIZATION, BMS #36 0222 0990 0515

9608-2008 X Lump Sum 1.0000 N Proj

MOBILIZATION, BMS #36 0222 0991 0606

9608-2009 X Lump Sum 1.0000 N Proj

MOBILIZATION, BMS #36 0030 0030 2307

9608-2010 X Lump Sum 1.0000 N Proj

MOBILIZATION, BMS # 36 0340 0090 1589

9608-2011 X Lump Sum 1.0000 N Proj

August 3, 2026 15:42:43 PM Page 14 of 124

MOBILIZATION, BMS # 36 0072 0160 0000

9608-2012 X Lump Sum 1.0000 N Proj

MOBILIZATION, BMS # 36 0772 0170 1219

9901-0001 Q Lump Sum 1.0000 N Proj MAINTENANCE AND PROTECTION OF TRAFFIC DURING CONSTRUCTION, BMS # 36 0023 0190 0623

9901-0002 Q Lump Sum 1.0000 N Proj MAINTENANCE AND PROTECTION OF TRAFFIC DURING CONSTRUCTION, BMS # 36 0030 0040 0888

9901-0003 Q Lump Sum 1.0000 N Proj MAINTENANCE AND PROTECTION OF TRAFFIC DURING CONSTRUCTION, BMS # 36 0030 0041 0969

9901-0004 Q Lump Sum 1.0000 N Proj MAINTENANCE AND PROTECTION OF TRAFFIC DURING CONSTRUCTION, BMS # 36 1084 0010 0000

9901-0005 Q Lump Sum 1.0000 N Proj MAINTENANCE AND PROTECTION OF TRAFFIC DURING CONSTRUCTION, BMS # 36 3441 0010 0102

9901-0006 Q Lump Sum 1.0000 N Proj MAINTENANCE AND PROTECTION OF TRAFFIC DURING CONSTRUCTION, BMS # 36 0741 0170 0129

9901-0007 Q Lump Sum 1.0000 N Proj MAINTENANCE AND PROTECTION OF TRAFFIC DURING CONSTRUCTION, BMS # 36 4005 0010 0829

9901-0008 Q Lump Sum 1.0000 N Proj MAINTENANCE AND PROTECTION OF TRAFFIC DURING CONSTRUCTION, BMS # 36 0222 0370 0000

9901-0009 Q Lump Sum 1.0000 N Proj MAINTENANCE AND PROTECTION OF TRAFFIC DURING CONSTRUCTION, BMS # 36 0030 0030 2307

9901-0010 Q Lump Sum 1.0000 N Proj MAINTENANCE AND PROTECTION OF TRAFFIC DURING CONSTRUCTION, BMS # 36 0222 0990 0515

9901-0011 Q Lump Sum 1.0000 N Proj MAINTENANCE AND PROTECTION OF TRAFFIC DURING CONSTRUCTION, BMS # 36 0222 0991 0606

9901-0012 Q Lump Sum 1.0000 N Proj MAINTENANCE AND PROTECTION OF TRAFFIC DURING CONSTRUCTION, BMS # 36 0222 0910 1494

9901-0013 Q Lump Sum 1.0000 N Proj MAINTENANCE AND PROTECTION OF TRAFFIC DURING CONSTRUCTION, BMS # 36 0222 0911 1483

9901-0014 Q Lump Sum 1.0000 N Proj MAINTENANCE AND PROTECTION OF TRAFFIC DURING CONSTRUCTION, BMS # 36 0340 0090 1589

9901-0015 Q Lump Sum 1.0000 N Proj MAINTENANCE AND PROTECTION OF TRAFFIC DURING CONSTRUCTION, BMS # 36 0772 0170 1219

9901-0016 Q Lump Sum 1.0000 N Proj MAINTENANCE AND PROTECTION OF TRAFFIC DURING CONSTRUCTION, BMS # 36 0072 0160 0000

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SPECIAL PROVISIONS

Special Provision: 00 - a00000 NOTICE TO CONTRACTOR - ENVIRONMENTAL RESOURCE

AVOIDANCE

Addendum:

Action:

Item(s) Associated:

Header:

NOTICE TO CONTRACTOR - ENVIRONMENTAL RESOURCE AVOIDANCE

Provision Body:

All project locations: If bats are detected prior to, or during construction, promptly notify the local Service Field Office within 2 working days of the discovery. In addition, please document whether incidental take occurred, and if so, the type (i.e. kill or harm) and amount (i.e. number of individuals) and submit documentation to the local Service Field office within 5 working days from the completion of the bridge, culvert, or structure construction.

All project locations: Temporary lighting will be directed away from Indiana bat, NLEB, or TCB suitable habitat.

All project locations: No tree removal or trimming will occur during the active season (April 1 – November 15)

BRKEY 21063/BMS 36-0222-0370-0000 & BRKEY 21050/BMS 36-0072-0160-0000: In- Stream Construction Work Restriction – The unnamed tributary to Big Beaver Creek is classified as a Stocked Trout Stream. No in-stream construction work will occur from February 5th through June 1st.

BRKEY 21050/BMS 36-0072-0160-0000: Below Deck Bridge Work Restriction – No below deck bridge work will occur between April 1 and November 15 to avoid impacts to potential bats during the bat active season.

BRKEY 21229/BMS 36 0072 0160 0000: Aids to Navigation (ATON) – Mill Creek is a recreationally navigable waterway. As such the project site will require a sign immediately adjacent to the bridge to warn kayakers/canoers of the work zone. The sign is required on the upstream side of the structure and is shown on BRKEY 21050’s Traffic Control Plan, Sheet 4 of 4.

Project Specific Details:

Special Provision: G50B - a00050 APPLICABLE DESIGNATED SPECIAL PROVISIONS (FEDERAL) Addendum:

August 3, 2026 15:42:43 PM Page 16 of 124

APPLICABLE DESIGNATED SPECIAL PROVISIONS (FEDERAL)

Provision Body:

APPLICABLE DESIGNATED SPECIAL PROVISIONS. The following Designated Special Provisions are found in Appendix C and apply to this bid proposal.

DSP7. Disadvantaged Business Enterprise (DBE) Requirements for Federally-funded Construction Projects.

DSP8. F.A.R. - Required Contract Provisions Federal-Aid Construction Contracts FHWA-1273 (Revised October 23, 2023). Also attached to the Proposal/Contract.

DSP9. Special Supplement - Anti-Pollution Measures - August 26, 1999.

DSP12. Executive Order 11246, with Appendix A and B.

DSP13. Buy America.

DSP15. Commonwealth Standard Terms and Conditions.

DSP16. Lobbying Certification Form. (Form is located in ECMS File Cabinet and must be completed and uploaded to the Contractor Checklist in ECMS).

DSP17. Federal Audit Clause.

DSP19. The United States Department of Transportation (USDOT) Standard Title VI/Non-Discrimination Assurances.

DSP20. FAR 52.240-1 Prohibition on Unmanned Aircraft Systems Manufactured or Assembled by American Security Drone Act- Covered Foreign Entities.

Special Provision: G113B - a00113 CONTRACT PROVISIONS - RIGHT-TO-KNOW LAW

CONTRACT PROVISIONS - RIGHT TO KNOW LAW

Provision Body:

I. Contract Provisions – Right to Know Law 8-K-1532

a. The Pennsylvania Right-to-Know Law (RTKL), 65 P.S. §§ 67.101-3104, applies to this Contract.

b. If the Department needs assistance in any matter arising out of the RTKL related to this Contract, the Department will notify the Contractor using the legal contact information provided in this Contract. The Contractor, at any time, may designate a different contact for such purpose upon reasonable prior written notice to the Department.

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c. Upon written notification from the Department that it requires assistance in responding to a request under the RTKL for information related to this Contract that may be in the Contractor’s possession, constituting, or alleged to constitute, a public record in accordance with the RTKL (“Requested Information”), the Contractor will:

1. Provide the Department, within 10 calendar days after receipt of written notification, access to, and copies of, any document or information in the Contractor’s possession arising out of this Contract that the Department reasonably believes is Requested Information and may be a public record under the RTKL; and

2. Provide such other assistance as the Department may reasonably request, in order to comply with the RTKL with respect to this Contract.

d. If the Contractor considers the Requested Information to include a request for a Trade Secret or Confidential Proprietary Information, as those terms are defined by the RTKL, or other information that the Contractor considers exempt from production under the RTKL, notify the Department and provide, within 7 calendar days of receiving the written notification, a written statement signed by a representative of the Contractor explaining why the requested material is exempt from public disclosure under the RTKL.

e. The Department will rely upon the written statement from the Contractor in denying a RTKL request for the Requested Information unless the Department determines that the Requested Information is clearly not protected from disclosure under the RTKL. Should the Department determine that the Requested Information is clearly not exempt from disclosure, provide the Requested Information within 7 calendar days of receipt of written notification of the Department’s determination.

f. Failing to provide the Requested Information within the time period required by these provisions, indemnify and hold the Department harmless for any damages, penalties, costs, detriment or harm that the Department may incur as a result of this failure, including any statutory damages assessed against the Department.

g. The Department will reimburse the Contractor for any costs associated with complying with these provisions only to the extent allowed under the fee schedule established by the Office of Open Records or as otherwise provided by the RTKL if the fee schedule is inapplicable.

h. The Contractor may file a legal challenge to any Department decision to release a record to the public with the Office of Open Records, or in the Pennsylvania Courts, however, indemnify the Department for any legal expenses incurred by the Department as a result of such a challenge and hold the Department harmless for any damages, penalties, costs, detriment or harm that the Department may incur as a result of the failure, including any statutory damages assessed against the Department, regardless of the outcome of such legal challenge. As between the parties, agree to waive all rights or remedies that may be available as a result of the Department’s disclosure of Requested information pursuant to the RTKL.

i. The Contractor’s duties relating to the RTKL are continuing duties that survive the expiration of this Contract and continue as long as the Requested Information remains in the Contractor's possession.

Special Provision: C164A - a00164 CHANGES TO SPECIFICATIONS: SECTION 106

CHANGES TO SPECIFICATIONS: SECTION 106

Provision Body:

SECTION 106—CONTROL OF MATERIAL

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106.10(a) Buy America Provisions. Revise last paragraph to read as follows:

Products manufactured of foreign steel or iron materials may be used, provided the cumulative cost of such products as they are delivered to the project does not exceed 0.1% of the total contract amount, or $2,500, whichever is greater.

Add 106.11 BUILD AMERICA, BUY AMERICA ACT PROVISIONS.

106.11 BUILD AMERICA, BUY AMERICA ACT PROVISIONS—

(a) Build America, Buy America Act. The Federal Bipartisan Infrastructure Law (Public Law 117-58) includes the Build America, Buy America Act that requires all iron, steel, manufactured products, and construction materials used to be produced in the United States.

The term produced in the United States defined as:

1. Iron or Steel Products. All manufacturing processes from the initial melting stage through the application of coatings occurred in the United States according to Section 106.10(a).

2. Manufactured Product. Final assembly of all manufactured products permanently incorporated into the project must be manufactured in the United States.

2.a A manufactured product, not predominantly steel or iron, is defined as an article, material, or supply that has been processed into a specific form and shape, or combined with other articles, materials, or supplies to create a product with different properties than the individual articles, materials, or supplies.

2.b Predominantly steel or iron is defined as greater than or equal to 50 percent of the total cost of the manufactured product.

2.c Manufactured products that are predominantly steel or iron must comply with Buy America provisions according to Section 106.10(a).

2.d If an article, material, or supply meets this definition but could also be classified as an excluded material or other product category, that article, material, or supply is not a manufactured product.

2.e Mixtures of excluded materials delivered to a work site without final form for incorporation into a project are also not manufactured products.

2.f Manufactured products where the final assembly did not occur in the United States may be used, provided the cumulative cost of such manufactured products is no more than the lesser of $1 million or 5% of total applicable costs for the project.

3. Construction Materials.

3.a All manufacturing processes for construction materials occurred in the United States.

3.b Construction materials includes an article, material, or supply that is or consists primarily of:

non-ferrous metals, plastic and polymer-based products including polyvinylchloride, composite building materials, and polymers used in fiber optic cables, glass including optic glass, lumber, or drywall

Items that consist of two or more of the listed materials that have been combined together through a manufacturing process, and items that include at least one of the listed materials combined with a material that is not listed through a manufacturing process, should be treated as manufactured products, rather than as construction materials.

3.c Limitation with Respect to Aggregates. Shall not include cement and cementitious materials, aggregates such as stone, sand, or gravel, or aggregate binding agents or additives.

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3.d Construction materials where all manufacturing processes did not occur in the United States may be used, provided the cumulative cost of such construction materials is no more than the lesser of $1 million of 5% of total applicable costs for the project.

Special Provision: C166A - a00166 CHANGES TO SPECIFICATIONS: SECTIONS 107 AND 608

CHANGE TO SPECIFICATIONS: SECTIONS 107, AND 608

Provision Body:

SECTION 107—LEGAL RELATIONS AND RESPONSIBILITY TO THE PUBLIC

Section 107.28 EROSION AND SEDIMENT POLLUTION CONTROL PLANS AND PERMITS. Revise to read as follows:

107.28 EROSION AND SEDIMENT POLLUTION CONTROL PLANS AND PERMITS—Install and maintain erosion and sediment (E&S) pollution control devices as indicated or submit an alternate plan for accomplishing equal or better temporary and permanent erosion and water pollution control. If an alternate plan is submitted, do not start work until the plan is approved by the County Conservation District and the Department. If a National Pollutant Discharge Elimination System (NPDES) Permit is involved, do not start work until the plan is approved by the DEP or the authorized County Conservation District and the Department. Concrete clean out areas, either contractor designed or indicated within the contract documents, are incidental to the contract items.

When a general or individual NPDES Permit is involved:

At the preconstruction conference, submit a Preparedness, Prevention and Contingency (PPC) Plan and identify a licensed professional (Professional Engineer, Geologist, Land Surveyor or Landscape Architect) registered in the Commonwealth and if applicable, their designee to be present onsite and responsible for implementing critical stages of the

Do not start earth disturbance activities until an environmental preconstruction meeting is held with DEP or delegated

CCD.

Within 14 days of completing the construction of a stormwater control measure (SCM) as determined by the licensed professional or designee, submit a completed Chapter 102 SCM Construction Certification Form for each SCM to the Representative through PPCC. Form CS-102 has information required to complete the Chapter 102 Form(s). Ensure the General Project and SCM Information, Construction Information, and Licensed Professional Certification sections are completed by the identified licensed professional responsible for overseeing the critical stages of the approved PCSM plan.

Prepare an as-built (record) PCSM Plan to be sealed and signed by the identified licensed professional registered in the Commonwealth. All construction survey, plan preparation, and engineering required for the as-built (record) PCSM Plan will be incidental to the contract items. The as-built (record) PCSM Plan must accurately reflect deviations from the approved PCSM Plan including, but not limited to, plan locations, dimensions, inverts/elevations, materials used and grading. Update the as-built (record) PCSM Plan as construction of the project’s PCSM features progresses. Have the identified licensed professional immediately notify the Representative of all deviations from the approved PCSM Plan. Deviations to the approved PCSM Plan must be submitted for approval. Assist with the determination and documentation if the as-built deviations require a permit amendment or if the PCSM features must be removed and replaced as indicated on the PCSM Plan.

approved Post Construction Stormwater Management (PCSM) Plan.

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Assist the Representative in performing visual site inspections weekly and after each precipitation event greater than 0.25 inches to ensure the project's E&S Best Management Practices (BMPs) are functioning properly. Immediately initiate corrective actions, at no additional cost to the Department, upon notification by the Representative of noncompliance with the provisions of this section that the Representative has determined requires immediate corrective action under Department policies. For all other notifications of noncompliance, initiate corrective actions within 24 hours. Failure or refusal to promptly comply with such notice upon receipt may, at the Department’s sole discretion, result in: the withholding payment of estimates for work completed until the requirements of the E&S Plan are met, assessment of E&S noncompliance liquidated damages as specified in Section 108.07(d) or issuance of a written order stopping all or part of the work until the corrective action has been taken and the requirements of the E&S Plan are met. No claims for extension of time, costs, or damages arising from, related to, or based upon such notices of noncompliance or stop orders will be granted, paid, or considered.

Nothing in this Section is to be interpreted to relieve the Contractor of its obligation to fully and timely comply with all applicable laws and any permits for the project. The time periods set forth in this Section do not supersede any more stringent time periods required by applicable laws or permits for the project.

If corrective action or noncompliance with the provisions of this Section result from design errors/omissions or a precipitation event exceeding the design storm criteria as specified in applicable Department publications; the cost and/or time required for the performance of the corrective actions for noncompliance notices or stop work orders will be considered as specified in Section 110.03 and Section 108.06, as applicable.

Utilize Department, DEP, or other authorized agency’s form(s) included in the contract or project permits unless directed otherwise by the Representative, DEP, the County Conservation District or other authorized regulatory agency.

For the purpose of determining compliance with the provisions of this section, “substantial completion” will be considered to have been attained when all of the following project milestones have been reached:

Either a semi-final or final inspection has been performed, physical work is complete, and an Environmental Commitments and Mitigation Tracking System (ECMTS) Sheet has been executed if applicable to the project.

Earth disturbance activity has been permanently stabilized and sufficient vegetative growth has been achieved to meet permit conditions (uniform 70% perennial vegetative cover) and agreed to by DEP or delegated CCD.

Installation of PCSM SCMs have occurred if applicable. Upon completion of PCSM conversions and facilities, the County Conservation District must approve the removal of all remaining E&S BMPs.

Once a project with a general or individual NPDES Permit has reached substantial completion, submit to the Representative a DEP Notice of Termination (NOT) Form ensuring Sections 2, 3, 4, 7 and 8, are fully executed. The NOT is to be accompanied by the required as-built (record) PCSM Plan, the final certification by the licensed professional and the Contractor’s executed portion of the ECMTS Construction Tracking Signature Sheet.

608 MOBILIZATION

Section 608.4(b)3. Revise to read as follows:

3. When all physical work has been satisfactorily completed and the following certificates and documents, as required, have been properly furnished, the final payment will be made as specified in Section 608.4(a):

Certified Payroll Records

Final DBE/DB payment amounts and, if necessary, shortfall justification

Material Certifications

Form CS-4225H, Highway Lighting In-Service Guarantee Notification

As built drawings for Design/Build projects

Form RW-397A, Right to Enter (a property) and Release Form from property owner, if applicable

Form CS-4345, Borrow and/or Waste Management

Contractor Evaluations of the design of the project; and

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Work Order Information (i.e. Force Account documentation)

Post Construction Stormwater Management As-built drawings and all documentation required for submission of the Notice of Termination for projects with NPDES permits.

Special Provision: C167A - a00167 CHANGES TO SPECIFICATIONS: APPENDIX C—DESIGNATED SPECIAL PROVISIONS and APPENDIX C, DSP 20

Addendum:

CHANGES TO SPECIFICATIONS : APPENDIX C—DESIGNATED SPECIAL PROVISIONS and APPENDIX C, DSP 20

Provision Body:

APPENDIX C—DESIGNATED SPECIAL PROVISIONS. Revise to read as follows:

APPENDIX C

DESIGNATED SPECIAL PROVISIONS

General: This appendix to Publication 408 contains standard required provisions. The Contractor shall comply with the below appendices, as applicable.

Standard Documents: Designated Special Provisions (DSPs) that are referenced in this Appendix are:

DSP4. Diverse Business (DB) Requirements for Non-Federally Funded Construction Projects. This provision is applicable to contracts funded with state funds, without federal funds.

DSP7. Disadvantaged Business Enterprise (DBE) Requirements for Federally-funded Construction Projects. This provision is applicable to any Federally-funded (in part or whole) contract for a construction project.

DSP8. F. A. R.—Required Contract Provisions Federal-Aid Construction Contracts – FHWA-1273 (Revised October 23, 2023). See attachments to the Proposal. This provision is applicable to any federally funded (in part or whole) contract for a construction project.

DSP9. Special Supplement—Anti-Pollution Measures – August 26, 1999. This provision is applicable to all contracts.

DSP12. Executive Order 11246, with Appendices A and B. This provision is applicable to contracts with federal funds (in part or whole).

DSP13. Buy America. This provision is applicable to contracts with federal funds (in part or whole, and to state-funded projects when any federal funds were allocated at any phase of the work on the overall-project but not under the current contract (for example, design), even if the construction contract is 100% state-funded.

DSP15. Commonwealth Standard Terms and Conditions. This provision is applicable to all contracts.

DSP16. Lobbying Certification Form. This provision is applicable to contracts with federal funds and a contract amount $100,000 or greater. If applicable, the Contractor shall complete this form and return it to PennDOT during contract execution. (Form is located in ECMS File Cabinet and must be completed and uploaded to the Contractor Checklist in ECMS).

DSP17. Federal Audit Clause. This provision is applicable to contracts with federal funds. As used in this DSP, “[Name of Subrecipient]” refers to the Contractor.

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DSP19. The United States Department of Transportation (USDOT) Standard Title VI/Non-Discrimination Assurances. This provision is applicable to contracts with federal funds. The Contractor’s signature on an agreement will be deemed a signature on this exhibit.

As used in this DSP, the term “Subrecipient” refers to the Contractor.

DSP20. FAR 52.240-1 Prohibition on Unmanned Aircraft Systems Manufactured or Assembled by American Security Drone Act- Covered Foreign Entities. This provision is applicable to contracts with federal funds (in part or whole).

APPENDIX C—DESIGNATED SPECIAL PROVISION 20 (DSP20) FAR 52.240-1 - PROHIBITION ON UNMANNED AIRCRAFT SYSTEMS MANUFACTURED OR ASSEMBLED BY AMERICAN SECURITY DRONE ACT-COVERED FOREIGN ENTITIES (NOV 2024). Revise to read as follows:

APPENDIX C

DESIGNATED SPECIAL PROVISION 20 (DSP20)

FAR 52.240-1 -PROHIBITION ON UNMANNED AIRCRAFT SYSTEMS MANUFACTURED OR ASSEMBLED

BY AMERICAN SECURITY DRONE ACT-COVERED FOREIGN ENTITIES (NOV 2024)

(a) Definitions. As used in this clause—

American Security Drone Act-covered foreign entity means an entity included on a list developed and maintained by the Federal Acquisition Security Council (FASC) and published in the System for Award Management (SAM) at https://www.sam.gov (section 1822 of the National Defense Authorization Act for Fiscal Year 2024, Pub. L. 118-31, 41 U.S.C. 3901 note prec.).

FASC-prohibited unmanned aircraft system means an unmanned aircraft system manufactured or assembled by an American Security Drone Act-covered foreign entity.

Unmanned aircraft means an aircraft that is operated without the possibility of direct human intervention from within or on the aircraft (49 U.S.C. 44801(11)).

Unmanned aircraft system means an unmanned aircraft and associated elements (including communication links and the components that control the unmanned aircraft) that are required for the operator to operate safely and efficiently in the national airspace system (49 U.S.C. 44801(12)).

(b) Prohibition. The Contractor is prohibited from—

(1) Delivering any FASC-prohibited unmanned aircraft system, which includes unmanned aircraft (i.e., drones) and associated elements (sections 1823 and 1826 of Pub. L. 118-31, 41 U.S.C. 3901 note prec.);

(2) On or after December 22, 2025, operating a FASC-prohibited unmanned aircraft system in the performance of the contract (section 1824 of Pub. L. 118-31, 41 U.S.C. 3901 note prec.); and

(3) On or after December 22, 2025, using Federal funds for the procurement or operation of a FASC-prohibited unmanned aircraft system (section 1825 of Pub. L. 118-31, 41 U.S.C. 3901 note prec.).

(c) Procedures. The Contractor shall search SAM at https://www.sam.gov for the FASC-maintained list of American Security Drone Act-covered foreign entities prior to proposing, or using in performance of the contract, any unmanned aircraft system. Additionally, the Contractor shall ensure any effort or expenditure associated with a FASC-prohibited unmanned aircraft system is consistent with a corresponding exemption, exception, or waiver determination expressly stated in the contract.

(d) Exemptions, exceptions, and waivers. The prohibitions in this clause do not apply where the agency has determined an exemption, exception, or waiver applies and the contract indicates that such a determination has been made. [See sections 1823 through 1825 and 1832 of Public Law 118-31 (41 U.S.C. 3901 note prec.) for statutory requirements pertaining to exemptions, exceptions, and waivers.].

(e) Subcontracts. The Contractor shall insert the substance of this clause, including this paragraph (e), in all subcontracts and other contractual instruments, including subcontracts for the acquisition of commercial products or commercial services.

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Special Provision: C168A - a00168 CHANGES TO SPECIFICATIONS: SECTIONS 110, 404, AND 507

CHANGE TO SPECIFICATIONS: SECTIONS 110, 404, AND 507

Provision Body:

SECTION 110—PAYMENT

Section 110.06 MATERIAL STORED OR ON HAND. Revise to read as follows:

110.06 MATERIAL STORED OR ON HAND—

(a) Stored Material. The Representative may authorize payment for certain material, using Form CS-110, before its incorporation into the work. Upon the Contractor's request submitted through the PennDOT Project Collaboration Center’s (PPCC) Material-Stored Material (CS-110) workflow and the Representative's acceptance in PPCC, the Contractor may be paid 100% of the cost of the material, less the pro‑rata share of the retainage, if any; provided the quantity of stored material does not exceed the total estimated quantity required to complete the project and the cost is at least $1,000 but does not exceed 90% of the contract price of the applicable contract item or component item. Load-Transfer Units are only eligible for 90% of the cost of the material. The cost of the material is that amount to be paid by the Contractor as evidenced by invoices. Fabricated structural steel that is to receive a protective coating may be approved for prepayment at 75% of the contract price of the applicable contract item or component item, before application of the coating, provided the structure has been fully fabricated and preassembly of field connections has been made.

Payment for stored material will not be authorized until the material has been delivered to the project site or an approved location in the vicinity of the project, is inspected by the Representative to ensure the material is in a satisfactory condition and of sufficient quantity, is stored in an approved manner, and conforms to the requirements specified in this Section and Section 106.03. Identify stored material by project designation and set apart from other materials. Fabricated precast/prestressed bridge structure elements indicated on an S-number structure plan are eligible for prepayment when they are approved to ship. Other materials to be stored less than 30 days are not eligible for prepayment. In determining eligibility for prepayment, the beginning date for evaluating whether the required 30-day minimum storage period will be met will be the date the material is delivered to the project or approved storage location, or the date the invoice is submitted to the Department, whichever is the latter. Material originally determined to be ineligible for prepayment due to the minimum storage period requirement, that is then stored for more than 30 days, is eligible for prepayment on the next estimate, provided the invoice has been submitted to the Department. If the Representative determines, because of required fabrication at an off‑site location, that it is not feasible or practicable to store material in the vicinity of the project, the material may be stored at an approved location, which is not in the vicinity of the project, at the Contractor’s expense.

With the exception of structural steel to be incorporated into fabricated structural steel components for main bridge members, as specified in Section 110.06(a)1., only end product manufactured material or fully fabricated products that are awaiting installation and/ or incorporation into the finished work are eligible for prepayment. Ingredients of a finished product are not eligible for prepayment.

Aggregates, cements, and other bulk material are not eligible for prepayment. Beams containing precast components or secondary precast elements detailed on the structure component item schedule or both are eligible for prepayment. Living or perishable plant materials are not eligible for prepayment before planting.

Assume full control and responsibility for the protection of the stored material from the elements and against loss or damage by any cause. In the event any stored material becomes lost, stolen, impaired, or damaged while stored, the monetary value of the lost, stolen, impaired, or damaged material as may have been paid for in a current estimate will be deducted from a subsequent estimate.

Retain the title to the prepaid material until issuance of the acceptance certificate.

Payment for acceptable stored material will be made on current estimates against the applicable contract item. The amount paid will be proportionately recouped as the material is incorporated into the work. The cost of surplus stored material previously paid on a current estimate but not ultimately incorporated in the final measured work will not be included in the final payment. Surplus stored material is the property of the Contractor. Remove surplus material from the project and dispose of in a satisfactory manner.

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Pay the material provider the amount due, as shown on the invoices within 7 calendar days of receipt of payment from the Department. Provide evidence of payment upon request. Failure to make invoice payments as specified will cause the appropriate monies to be deducted from future estimates and will cause the disapproval of further prepayment requests.

1. Prepayment for Structural Steel. Structural steel to be incorporated into fabricated structural steel components for main bridge members may be approved for payment up to 60% of the contract price of the applicable contract item or component item; provided the quantity, cost, delivery, inspection, and storage requirements of Section 110.06(a) are met. The cost of the structural steel is that amount to be paid by the Fabricator as evidenced by invoices. Invoices for approved structural steel are to include the material quantity and Department project identification (i.e., ECMS number, SR & Section, and county), and must be accompanied by certification, as specified in Section 106.03(b)3., and proof of payment (e.g., a copy of a canceled check or receipt, or a certified letter from the structural steel supplier acknowledging receipt of payment).

Payment for approved structural steel will be made on current estimates against the applicable contract item. The amount paid will be proportionately recouped as the fabricated structural steel components are incorporated into the work. Pay the Fabricator the amount due, as shown on the invoices, within 7 calendar days of receipt of payment from the Department. When payment is made, the structural steel becomes the property of the Department. Have the Fabricator furnish a transfer of ownership document within 7 calendar days of receipt of payment and promptly submit the documentation to the Department.

Only approved structural steel to be incorporated into fabricated structural steel components for main bridge members is eligible for prepayment. Handling, transportation, and storage of structural steel materials including, but not limited to, any storage site rental, security, and weather protection, are to be borne by the Contractor and included in the contract price for the applicable contract item.

SECTION 404—EVALUATION OF ASPHALT PAVEMENT RIDE QUALITY AND PAYMENT OF INCENTIVE

Section 404.1…