845888padot121952.pdf

PROPOSAL REPORT

Project: 121952 Bid Package: 1

Current Let: 11/05/2026 11:00:00 AM Version: Current

Addendum Count: 1

District: 10 County: Jefferson

SR/SEC/Group ID: 80/54C/---

Description I80 Brookville East Ph 1

PROPOSAL Report - Project 121952

Page 1 of 178September 21, 2026 13:39:13 PM

TABLE OF CONTENTS

BID PACKAGE SUMMARY 6

ADDENDA 7

1 7

PROJECT ITEMS AND QUANTITIES 8

SPECIAL PROVISIONS 23

G50B - a00050 APPLICABLE DESIGNATED SPECIAL PROVISIONS (FEDERAL) 23 G113B - a00113 CONTRACT PROVISIONS - RIGHT-TO-KNOW LAW 23 C164B - a00164 CHANGES TO SPECIFICATIONS: SECTION 106 24 C171A - a00171 CHANGES TO SPECIFICATIONS: SECTIONS 313, 314, 360, 410, 412, and 413 26 C172A - a00172 CHANGES TO SPECIFICATIONS: SECTIONS 107, 871, 872, 875, and 876 33 G311A - a00311 ROAD USER LIQUIDATED DAMAGES (RULD) 38 G1601A - a01601 E.E.O. COVERED AREA 39 G2302A - a02302 Worker Protection and Investment 40 S4091A - b04131 - SECTION 413.3(h)1.a PLACING 41 S6012B - b06012 - SECTION 601.3(f) BACKFILLING TRENCH 41 S6092A - b06092-SECTION 609.2(f) MISCELLANEOUS MATERIALS 42 00 - bNOTICE TO CONTRACTOR 43 00 - bPENNSYLVANIA STATE POLICE SERVICE 43 I4206C - c0205 4205-0200 SELECTED BORROW EXCAVATION, 206 ROCK 44 I461B - c0461 4461-000 - ASPHALT PRIME COAT , CRS-2PM 44 00 - c0604 4604-0313 - 18” PERFORATED THERMOPLASTIC PIPE, GROUP IP, 15’-1.5’ ROCK

DRAINAGE GALLERY 45

00 - c0604b ROCK DRAINAGE GALLERY 46 I6091L - c06091 ITEM 0609-0009 - EQUIPMENT PACKAGE 47 00 - c0806 4806-0103 - TEMPORARY ULTRA SHORT-TERM, ROLLED EROSION CONTROL

PRODUCT, TYPE 1D, ORGANIC 48

00 - c0806 4806-0121 - TEMPORARY EXTENDED-TERM, ROLLED EROSION CONTROL

PRODUCT, TYPE 3B, ORG. COIR MAT. 49

00 - c0808 4808-0140 - LIVE STAKES, BLACK WILLOW 50 00 - c0808 4808-0141 - LIVE STAKE, BROOKSIDE ALDER 50 00 - c0808 4808-4092 - SILKY DOGWOOD - (3' HT. B.R.) LIVE STAKES, SILKY DOGWOOD 51 00 - c0808 4808-4787 - SPICEBUSH - (24" HT. CONTAINER) SHRUB, SPICEBUSH

(2' HT., #3 CONT.) 52

00 - c0808 4808-7123 - COMMON BUTTONBUSH (24" HT. B.R. or CONTAINER) SHRUB, BUTTONBUSH (2' HT, #3 CONT.) 52

00 - c0849 4849-0010 - ROCK CONSTRUCTION ENTRANCE, ALTERNATIVE 53 00 - c0855 4855-0003 - PUMPED WATER FILTER BAG, ABACT 53 00 - c0901 0901-0001 - MAINTENANCE AND PROTECTION OF TRAFFIC DURING

CONSTRUCTION 54

00 - c0901 4901-0460 - FULL-MATRIX CHANGEABLE MESSAGE SIGN WITH

TELECOMMUNICATIONS RETAINED BY DEPARTMENT 58

Page 2 of 178September 21, 2026 13:39:13 PM

00 - c0937 4937-0339 - FLEX DELIN POST, GRND-MNT TYPE GM-2, RED POST W/

WHITE/BLANK SHEET SCM MARKER ID. 60

00 - c1018 5018-0050 - REMOVAL OF PORTION OF EXISTING BRIDGE, S-42072 60 00 - c1018 5018-0051 - REMOVAL OF PORTION OF EXISTING BRIDGE, S-42061 61 00 - c1018 5018-0052 - REMOVAL OF PORTION OF EXISTING BRIDGE, S-42060 63 00 - c1018 5018-0070 - REMOVAL OF PORTION OF EXISTING CULVERT, S-42062 64 I19992A - c19992 ITEM 1999-9999 - TRAINEES 65 I80041A - c80041 ITEM 8030-0001/8000-0002/8100-0002 - ALTERNATE BRIDGE STRUCTURE, S-42061 67 00 - c80041a 8030-0001/8000-0002/8100-0002 - ALTERNATE BRIDGE, PART B, S-42061 73 00 - c80041b 5001-1080/1120 - CLASS AA AND A CEMENT CONCRETE, SULFATE RESISTANT 75 00 - c80041c 5005-2730 - STEEL HP12X84 TEST PILE, GALVANIZED, INCLUDES DAMAGE

REPAIR 76

00 - c80041d 5050-0085 - LAMINATED NEOPRENE BEARING PAD, USE METHOD B 77 00 - c80041e 5005-1410 - MANDATORY PREDRILLING FOR DRIVEN PILES ADD NO. 8 COARSE

AGGREGATE 78

00 - c80041f 5005-1500 - RESTRIKE TEST PILE, 3 DAY WAITING PERIOD 79 00 - c80041g 5005-1600 - RESTRIKE PRODUCTION PILE, 3 DAY WAITING PERIOD 79 00 - c80041h 5005-1831 - STEEL HP12X84 PRODUCTION PILE, GALVANIZED 80 00 - c80041i 9000-0190 - INSPECT SPLICED STEEL BEAM TEST PILES, HP12X84 80 I80041A - c80042 ITEM 8030-0002/8000-0004/8100-0003 - ALTERNATE BRIDGE STRUCTURE, S-42060 81 00 - c80042a 8030-0002/8000-0004/8100-0003 - ALTERNATE BRIDGE, PART B, S-42060 87 00 - c80042b 5001-1080/1120 - CLASS AA AND A CEMENT CONCRETE, SULFATE RESISTANT 89 00 - c80042c 5005-2730 - STEEL HP12X84 TEST PILE, GALVANIZED, INCLUDES DAMAGE

REPAIR 90

00 - c80042d 5050-0085 - LAMINATED NEOPRENE BEARING PAD, USE METHOD B 91 00 - c80042e 5005-1411 - MANDATORY PREDRILLING FOR DRIVEN PILES ADD NO. 8 COARSE

AGGREGATE 92

00 - c80042f 5005-1830 - STEEL HP12X84 PRODUCTION PILE, GALVANIZED 92 00 - c80042g 9000-0186 - INSPECT SPLICED STEEL BEAM TEST PILES, HP12X84 93 I80041A - c80043 ITEM 8120-0001/8000-0001/8100-0001 - ALTERNATE BRIDGE STRUCTURE, S-42072 94 00 - c80043a 8120-0001/8000-0001/8100-0001 - ALTERNATE BRIDGE, PART B, S-42072 100 00 - c80043b 5001-1080/1120 - CLASS AA AND A CEMENT CONCRETE, SULFATE RESISTANT 102 00 - c80043c 5005-2750 - STEEL HP14X117 TEST PILE, GALVANIZED, INCLUDES DAMAGE

REPAIR 103

00 - c80043d NEOPRENE STRIP SEAL DAM, (5" MOVEMENT) 103 00 - c80043e 5050-0094 - SCUPPER, TYPE 1, INCREASED SIZE 104 00 - c80043f 5005-1412 - MANDATORY PREDRILLING FOR DRIVEN PILES ADD NO. 8 COARSE

AGGREGATE 104

00 - c80043g 5005-1850 - STEEL HP14X117 PRODUCTION PILE, GALVANIZED 105 I80141A - c80144 ITEM 8550-0001/8000-0003/8520-0001 - ALTERNATE CULVERT, S-42062 105 00 - c80144a 8550-0001/8000-0003/8520-0001 - ALTERNATE CULVERT, PART B, S-42062 108

Page 3 of 178September 21, 2026 13:39:13 PM

00 - c8550c 4680-0121 - MEMBRANE WATERPROOFING SYSTEM INSTALLED ON OTHER

SURFACES USING ELASTOMER SPRAY 110

00 - c8550d 5001-1120 - CLASS A CEMENT CONCRETE / PRECAST REINFORCED CONCRETE 114 00 - c9000 9000-0054 - AMENDED SOIL 114 00 - c9000 9000-0075 - SEEDING AND SOIL SUPPLEMENTS – PA SOUTHERN ALLEGHENY

PLATEAU PROVINCE RIPARIAN MIX 115

00 - c9000 9000-0131 - BYPASS PUMP AROUND WORK AREA 117 00 - c9000 9000-0133 - REMOVAL SEDIMENT AND ROCK BARRIER, INCLUDES COMPOST 118 00 - c9000 9000-0162/9000-0163/9000-0164 - COMPOST FILTER SOCK, AS DIVERSION BERMS 119 00 - c9000 9000-0173 - REPAIR TEMPORARY IMPACT ATTENUATING DEVICE, TYPE V

(STANDARD), TEST LEVEL 3 120

00 - c9000 9000-0180 - MILLING AND FILLING EXISTING RUMBLE STRIPS 121 00 - c9000 9000-0187 - METHANE MONITORING DURING PILE INSTALLATION 122 00 - c9000 9000-0200 - CONCRETE PIPE COLLAR 123 00 - c9000 9000-0208 - RESIDENTIAL DRIVEWAY TEMPORARY SIGNAL 124 00 - c9000 9000-0240 - TEMPORARY STREAM DIVERSION 126 00 - c9000 9000-0297 - CLASS A CEMENT CONCRETE REPAIRS 127 I1B - c9000 9000-0354 - SCM CERTIFICATION, AS-BUILT SURVEY AND DRAWINGS 133 00 - c9000 9000-0355 - FILL BENCH DRAIN 136 00 - c9000 9000-0362 - 8” PERFORATED PIPE WITH TYPE 2 BACKFILL 136 00 - c9000 9000-0369 - RECOVER AND STOCKPILE EXISTING STREAMBED SUBSTRATE 137 00 - c9000 9000-0550 - ROADWAY CONDITION INSPECTION AND VIDEO RECORDING OF

ACCESS ROUTE FOR SULGAR ROAD 138

00 - c9000 9000-0551 - REPAIR OF ACCESS ROUTE FOR SULGAR ROAD 139 00 - c9000 9000-0567 - ROADWAY CONDITION INSPECTION AND VIDEO RECORDING OF

ACCESS ROUTE FOR HATTEN ROAD 140

00 - c9000 9000-0568 - REPAIR OF ACCESS ROUTE FOR HATTEN ROAD 141 00 - c9000 9000-0833 - ENVIRONMENTAL AS-BUILT SURVEY 142 00 - c9000 9000-0834 - CLAY LINER 143 00 - c9000 9000-0835 - OUTLET STRUCTURE 145 00 - c9000 9000-0840 - CHANNEL BED BLEND 146 00 - c9000 9000-0842 - DRY BARREL/RISER SEDIMENT TRAP 147 00 - c9000 9000-0844 - COMPOST FILTER SOCK SEDIMENT TRAP 148 00 - c9000 9000-0846 - TIMBER MAT 148 00 - c9000 9000-0848/9000-0851/9000-0852 - JACK AND BORE PIPE 149 00 - c9000 9000-0853 - TEMPORARY PROTECTIVE TREE TUBES 152 00 - c9000 9000-0854 - 8 INCH NON-PERFORATED CLEANOUT RISER 153 00 - c9000 9000-0855 - GABION FOREBAY 153 00 - c9000 9000-0856 - LEVEL SPREADER 154 00 - c9000 9000-0857 - EMBANKMENT SEDIMENT TRAP 155 00 - c9000 9000-0858 - WEIGHTED SEDIMENT FILTER TUBE 155 00 - c9000 9000-0859 - TEMPORARY STREAM CROSSING 156 00 - c9000 9000-0860 - CORE HOLE IN DRAINAGE STRUCTURE 157 00 - c9000 9000-0861 - PERMANENT CONCRETE PIPE PLUG 157

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00 - c9000 9000-0862 - REMOVAL OF EXISTING DYNAMIC MESSAGE SIGN AND CONTROL

BOX 158

00 - c9000 9000-0863 - REMOVAL OF PRIVATE UNDERGROUND ELECTRICAL AND

COMMUNICATION LINES 159

00 - c9000 9000-0910 - INCIDENT MANAGEMENT PLAN 160 00 - c9000 9000-0911 - INCIDENT MANAGEMENT PLAN IMPLEMENTATION 161 I68C - c9000 9000-5101 - ELECTRONIC TICKETING (E-TICKETING) FOR CONSTRUCTION

AGGREGATE 163

I70C - c9000 9000-5103 - ELECTRONIC TICKETING (E-TICKETING) FOR CONSTRUCTION

CONCRETE 164

I2032D - c9203-0101/0102/0103/0104 - TEMPORARY EXCAVATION SUPPORT AND

PROTECTION SYSTEMS 165

I2032D - c9203-0105 - TEMPORARY EXCAVATION SUPPORT AND PROTECTION SYSTEM, S- 42062 168 I2032D - c9203-0106/0107/0108/0109 - TEMPORARY EXCAVATION SUPPORT AND

PROTECTION SYSTEMS 171

I2032D - c9203-0110 - TEMPORARY EXCAVATION SUPPORT AND PROTECTION SYSTEM FOR

SR 1012 (HATTEN ROAD) PHASING 175

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BID PACKAGE SUMMARY

Project: 121952 Bid Package: 1

Project Type: Standard Posted: 09/15/2026

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

Prequalification Required: Yes Pre-Bid Meeting: None

408 Version: 2026-1

Scheduled Let: 11/05/2026 11:00:00 AM Project Cost Range: $30,000,000.00 - $34,999,999.99 Anticipated NTP: 12/21/2026 Structure Work: 53.00%

Required Completion: 05/16/2029 DBE: 0% Wage Rates: Yes

Description:

This project is the Replacement of the three structures on SR-1012 (Hatten Road) over I-80 (eastbound and westbound) and Fivemile Run in addition to the existing structure carrying SR-1006 (Sulgar Road) over I-80 (eastbound and westbound) and other miscellaneous construction, as indicated on the approved drawings included in the bid package for STATE ROUTE 0080, SECTION 54C, in Jefferson COUNTY Pine Creek TOWNSHIP at segment 0830 offset 0287 to approximately at segment 0850 offset 1690.

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 obtain a visitor pass on the 5th Floor and to be escorted to the 7th Floor Contract Awards Room.

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ADDENDA

Addendum: 1

Project Cost Range: 30,000,000.00 - 34,999,999.99 Federal Project Status: PENNDOT Oversight NHS

DBE: 0.00%

Structure Work: 53.00%

Wage Rates: Yes Project Type: Standard

State Type of Work: BRIDGE REPLACEMENT Prequalification Required: Yes

Pre-Bid Meeting: None 408 Version: 2026-1

Actual Let: 11/05/2026 11:00:00 AM New Let:

Let Date Move:

Anticipated NTP: 12/21/2026

Required Completion: 05/16/2029

Description:

This project is the Replacement of the three structures on SR-1012 (Hatten Road) over I-80 (eastbound and westbound) and Fivemile Run in addition to the existing structure carrying SR-1006 (Sulgar Road) over I-80 (eastbound and westbound) and other miscellaneous construction, as indicated on the approved drawings included in the bid package for STATE ROUTE 0080, SECTION 54C, in Jefferson COUNTY Pine Creek TOWNSHIP at segment 0830 offset 0287 to approximately at segment 0850 offset 1690.

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 obtain a visitor pass on the 5th Floor and to be escorted to the 7th Floor Contract Awards Room.

Item and Quantity:

Special Provision:

ADDED the following:

C164B - a00164 CHANGES TO SPECIFICATIONS: SECTION 106

MODIFIED the following:

00 - c80043a 8120-0001/8000-0001/8100-0001 - ALTERNATE BRIDGE, PART B, S-42072

Other:

ATTACHED the following:

Erosion and Sediment Pollution Control Plan - Omitted sheets 51,52,53,54 OF 54 Updated Federal Wage Rate - 09/17/2026

Page 7 of 178September 21, 2026 13:39:13 PM

PROJECT ITEMS AND QUANTITIES

Alt Item Work Class Code Unit Of

Measure Quantity Unit Price PDP Spec

Prov Add Action

0201-0001 A Lump Sum 1.0000 N

CLEARING AND GRUBBING

0203-0001 C Cubic Yard 109,945.0000 N

CLASS 1 EXCAVATION

0204-0001 C1, H Cubic Yard 3,286.0000 N

CLASS 2 EXCAVATION

0205-0001 C1 Cubic Yard 36,119.0000 N

COMMON BORROW EXCAVATION

4205-0200 C1 Cubic Yard 15,250.0000 N Std

SELECTED BORROW EXCAVATION , 206 ROCK

0205-0264 C1 Cubic Yard 907.0000 N

SELECTED BORROW EXCAVATION ROCK, CLASS R-4

0205-0281 C1 Cubic Yard 6,621.0000 N

SELECTED BORROW EXCAVATION, COARSE AGGREGATE, NO. 1

0205-0282 C1 Cubic Yard 223.0000 N

SELECTED BORROW EXCAVATION, COARSE AGGREGATE, NO. 3

0205-0285 C1 Cubic Yard 15.0000 N

SELECTED BORROW EXCAVATION, COARSE AGGREGATE, NO. 57

0205-0363 C1 Ton 1,132.0000 N

SELECTED BORROW EXCAVATION ROCK, CLASS R-3

0205-0368 C1 Ton 1,611.0000 N

SELECTED BORROW EXCAVATION ROCK, CLASS R-8

0208-0001 C Hour 22.0000 N

SPECIAL ROLLING

0212-0001 C3, H, M2 Linear Foot 165.0000 N

GEOTEXTILE, CLASS 1

0212-0014 C3, H, M2 Square Yard 16,976.0000 N

GEOTEXTILE, CLASS 4, TYPE A

0212-0016 C3, H, M2 Square Yard 16,019.0000 N

GEOTEXTILE, CLASS 4, TYPE C

0213-0002 Z Dollar 25,000.0000 $1.00 Y

TEMPORARY PROJECT AIR POLLUTION CONTROL

0220-0020 K1 Cubic Yard 51.0000 N

FLOWABLE BACKFILL, TYPE C

Page 8 of 178September 21, 2026 13:39:13 PM

0224-0010 M2 Square Yard 2,244.0000 N

GEOTEXTILE, CLASS 4, TYPE C STABILIZATION LAYER (GSBA)

0224-0011 M2 Square Yard 672.0000 N

GEOTEXTILE, CLASS 4, TYPE A SEPARATION LAYER (GSBA)

0313-0322 E Square Yard 9,981.0000 N SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, < 0.3 MILLION ESALs, 25.0 MM MIX, 4" DEPTH

0313-0326 E Square Yard 1,262.0000 N SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, < 0.3 MILLION ESALs, 25.0 MM MIX, 6" DEPTH

0350-0106 C, E Square Yard 13,635.0000 N

SUBBASE 6" DEPTH (NO. 2A)

0350-0121 C, E Ton 681.0000 N

SUBBASE (NO. 2A)

0413-0199 F Square Yard 9,981.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG 64S-22, < 0.3 MILLION ESALS, 9.5 MM MIX, 2" DEPTH, SRL-M

0460-0003 F4 Square Yard 19,962.0000 N

ASPHALT TACK COAT (NTT/CNTT)

4461-0001 F4 Square Yard 1,191.0000 N Std

ASPHALT PRIME COAT , CRS-2PM

E 0601-0400 H Linear Foot 1,216.0000 N

18" THERMOPLASTIC PIPE, GROUP VI, 15'-2' FILL

O 0601-0763 H Linear Foot 1,216.0000 N

18" DUCTILE IRON PIPE

O 0601-7313 H Linear Foot 1,216.0000 N

18" REINFORCED CONCRETE PIPE, TYPE B, 15' - 1.5' FILL

E 0601-0402 H Linear Foot 603.0000 N

24" THERMOPLASTIC PIPE, GROUP VI, 15'-2' FILL

O 0601-0765 H Linear Foot 603.0000 N

24" DUCTILE IRON PIPE

O 0601-7327 H Linear Foot 603.0000 N

24" REINFORCED CONCRETE PIPE, TYPE B, 15' - 2' FILL

E 0601-2843 H Linear Foot 101.0000 N 18" CORRUGATED ALUMINUM ALLOY PIPE, TYPE I, (2 2/3" X 1/2" CORRUGATIONS), 14 GAGE

O 0601-9363 H Linear Foot 101.0000 N 18" CORRUGATED ALUMINIZED STEEL PIPE, TYPE I, (2 2/3" X 1/2" CORRUGATIONS), 16 GAGE

0601-5901 H1 Linear Foot 54.0000 N

CLEANING EXISTING PIPE CULVERTS, DIAMETERS UP TO AND INCLUDING 36"

0601-7014 H Linear Foot 57.0000 N

18" REINFORCED CONCRETE PIPE, TYPE A, 15' - 2' FILL, 100 YEAR DESIGN LIFE

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0601-7016 H Linear Foot 129.0000 N

18" REINFORCED CONCRETE PIPE, TYPE A, 25' - 1.5' FILL, 100 YEAR DESIGN LIFE

0601-7308 H Linear Foot 34.0000 N

15" REINFORCED CONCRETE PIPE, TYPE B, 20' - 1.5' FILL

0601-7313 H Linear Foot 8.0000 N

18" REINFORCED CONCRETE PIPE, TYPE B, 15' - 1.5' FILL

E 0601-7313 H Linear Foot 19.0000 N

18" REINFORCED CONCRETE PIPE, TYPE B, 15' - 1.5' FILL

A 0616-1202 H Each 1.0000 N

CONCRETE END SECTIONS FOR 18" PIPE

O 0601-9363 H Linear Foot 19.0000 N 18" CORRUGATED ALUMINIZED STEEL PIPE, TYPE I, (2 2/3" X 1/2" CORRUGATIONS), 16 GAGE

A 0616-0009 H Each 1.0000 N

STEEL END SECTION, METALLIC COATED, 16 GAGE FOR 18" PIPE

0601-7551 H Linear Foot 139.0000 N 54" REINFORCED CONCRETE PIPE, TYPE A, 15' - 1.5' FILL, SHORE/TRENCH BOX, 100 YEAR DESIGN LIFE

E 0601-9065 H Linear Foot 99.0000 N 24" CORRUGATED GALVANIZED STEEL PIPE, TYPE I, (2 2/3" X 1/2" CORRUGATIONS), 12 GAGE

O 0601-9365 H Linear Foot 99.0000 N 24" CORRUGATED ALUMINIZED STEEL PIPE, TYPE I, (2 2/3" X 1/2" CORRUGATIONS), 16 GAGE

4604-0313 H Linear Foot 102.0000 N Proj 18" PERFORATED THERMOPLASTIC PIPE, GROUP IP, 15'-1.5' FILL , ROCK DRAINAGE GALLERY

E 0604-0400 H Linear Foot 549.0000 N

18" PERFORATED THERMOPLASTIC PIPE, GROUP VI, 15'-2' FILL

O 0604-7313 H Linear Foot 549.0000 N

18" REINFORCED CONCRETE PIPE, TYPE B, (OPEN JOINT), 15' - 1.5' FILL

O 0604-9363 H Linear Foot 549.0000 N 18" PERFORATED CORRUGATED ALUMINIZED STEEL PIPE, TYPE I, (2 2/3" X 1/2" CORRUGATIONS), 16 GAGE

0605-2401 K Set 11.0000 N

MANHOLE FRAME AND COVER

0605-2640 K Each 10.0000 N

TYPE D ENDWALL FOR 18" PIPE

0605-2642 K Each 1.0000 N

TYPE D ENDWALL FOR 24" PIPE

0605-2652 K Each 1.0000 N

TYPE D-E ENDWALL FOR 18" PIPE

0605-2679 K Each 1.0000 N

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TYPE D-W ENDWALL FOR 54" PIPE

0605-2680 K Each 1.0000 N

TYPE D-W ENDWALL FOR 60" PIPE

0605-2730 K Set 5.0000 N

TYPE M CONCRETE TOP UNIT AND GRATE

0605-2740 K Set 9.0000 N

TYPE S CONCRETE TOP UNIT AND GRATE

0605-2741 K Set 10.0000 N

TYPE S CONCRETE TOP UNIT AND BICYCLE SAFE GRATE

0605-2760 K Set 1.0000 N

TYPE D-H LEVEL CONCRETE TOP UNIT AND GRATES

0605-2850 K Each 26.0000 N

STANDARD INLET BOX, HEIGHT < /= 10'

0605-2854 K Each 3.0000 N

TYPE 4 INLET BOX, HEIGHT < /= 10'

0605-2883 K Each 1.0000 N

TYPE D-H INLET BOX, HEIGHT > 10' AND < /= 20'

0605-3010 K Each 3.0000 N

TYPE 4 MANHOLE, STORM WATER, HEIGHT < /=5'

0605-3011 K Each 2.0000 N

TYPE 4 MANHOLE, STORM WATER, HEIGHT >5' AND < /= 10'

0605-3021 K Each 4.0000 N

TYPE 5 MANHOLE, STORM WATER, HEIGHT >5' AND < /= 10'

0605-3022 K Each 1.0000 N

TYPE 5 MANHOLE, STORM WATER, HEIGHT >10' AND < /= 20'

0605-3042 K Each 1.0000 N

TYPE 7 MANHOLE, STORM WATER, HEIGHT >10' AND < /= 20'

0605-5701 K Set 5.0000 N

TYPE C CONCRETE TOP UNIT, 4" CURB HEIGHT AND BICYCLE SAFE GRATE

0606-0050 C1, K Set 1.0000 N

GRADE ADJUSTMENT OF EXISTING INLETS

0608-0001 X Lump Sum 1.0000 N

MOBILIZATION

0609-0002 X Lump Sum 1.0000 N

INSPECTOR'S FIELD OFFICE AND INSPECTION FACILITIES, TYPE A

0609-0009 X Lump Sum 1.0000 N Std

EQUIPMENT PACKAGE

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0610-0003 H2 Linear Foot 140.0000 N

8" PIPE UNDERDRAIN, TYPE I BACKFILL

0610-7002 H2 Linear Foot 1,926.0000 N

6" PAVEMENT BASE DRAIN

0610-7400 H2 Cubic Yard 1.0000 N

ADDITIONAL COARSE AGGREGATE FOR EXTRA DEPTH PAVEMENT BASE DRAIN

0612-0001 C1, H Linear Foot 165.0000 N

SUBGRADE DRAINS

0615-0022 H2 Linear Foot 95.0000 N

6" SUBSURFACE DRAIN OUTLETS

0615-0040 H2 Each 4.0000 N

SUBSURFACE DRAIN OUTLET ENDWALL

0615-0050 H2 Each 6.0000 N

SUBSURFACE DRAIN OUTLET ENDWALL (SLOPED)

0615-0066 C1, H2, R Each 4.0000 N

66" RED SUBSURFACE DRAIN OUTLET MARKER

0619-0459 J1, J3 Each 5.0000 N

PERMANENT IMPACT ATTENUATING DEVICE, TYPE II, TEST LEVEL 3, TANGENT (MASH)

0620-0400 J Each 6.0000 N

TERMINAL SECTION, SINGLE

0620-0503 C1, J Linear Foot 4,418.0000 N

REMOVE EXISTING GUIDE RAIL (CONTRACTOR'S PROPERTY)

0620-0872 J Each 3.0000 N

BURIED-IN-BACKSLOPE TERMINAL, SINGLE PANEL

0620-0873 J Each 1.0000 N

BURIED-IN-BACKSLOPE TERMINAL, DOUBLE PANEL

0620-1600 J Linear Foot 5,325.0000 N

TYPE 31-S GUIDE RAIL

0620-1602 J Linear Foot 150.0000 N

TYPE 31-S GUIDE RAIL WITH 8' EXTRA LENGTH POSTS

0620-1650 J Each 3.0000 N

TYPE 31-STRONG POST END TREATMENT

0620-1660 J Each 6.0000 N

TYPE 31-STRONG POST ANCHOR TERMINAL

0620-1670 J Each 4.0000 N

TYPE 31-STRONG POST IN-LINE ANCHOR

0620-2010 J Each 7.0000 N

THRIE-BEAM GUIDE RAIL TO CONCRETE BRIDGE BARRIER TRANSITION WITHOUT CURB

Page 12 of 178September 21, 2026 13:39:13 PM

0620-2011 J Each 6.0000 N

THRIE-BEAM GUIDE RAIL TO CONCRETE BRIDGE BARRIER TRANSITION WITH CURB AND INLET

0623-0402 J1 Linear Foot 132.0000 N

SINGLE FACE CONCRETE BARRIER, F-SHAPE, 42" HEIGHT, WITH FILL

E 0627-3019 J1 Linear Foot 7,200.0000 N

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

O 0627-3021 J1 Linear Foot 7,200.0000 N

TEMPORARY BARRIER, STEEL, ZONEGUARD MINIMUM DEFLECTION SYSTEM

O 0627-3022 J1 Linear Foot 7,200.0000 N

TEMPORARY BARRIER, STEEL, BARRIERGUARD 800 MINIMUM DEFLECTION SYSTEM

E 0628-3019 J1 Linear Foot 1,120.0000 N

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

O 0628-3021 J1 Linear Foot 1,120.0000 N

RESET TEMPORARY BARRIER, STEEL, ZONEGUARD MINIMUM DEFLECTION SYSTEM

O 0628-3022 J1 Linear Foot 1,120.0000 N

RESET TEMPORARY BARRIER, STEEL, BARRIERGUARD 800 MINIMUM DEFLECTION SYSTEM

0660-0005 F3 Linear Foot 2,250.0000 N MILLED ASPHALT PAVEMENT SHOULDER/GORE RUMBLE STRIPS FOR INTERSTATES, EXPRESSWAYS AND FREEWAYS

0677-0001 C1, E Cubic Yard 46.0000 N

SELECTED MATERIAL SURFACING

0686-0010 X Lump Sum 1.0000 N

CONSTRUCTION SURVEYING, TYPE A

0686-0050 X Lump Sum 1.0000 N

CONSTRUCTION SURVEYING, TYPE D

0689-0005 X Lump Sum 1.0000 N

CPM SCHEDULE, WITH UPDATES

0690-0002 X Dollar 5,000.0000 $1.00 Y

SEMI-FORMAL FACILITATION

0696-0610 J1 Each 12.0000 N

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

0697-0610 J1 Each 5.0000 N

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

0802-0001 C1, M Cubic Yard 1,437.0000 N

TOPSOIL FURNISHED AND PLACED

0804-0026 M3 Pound 720.0000 N

SEEDING AND SOIL SUPPLEMENTS - FORMULA C CONSERVATION MIX, INCLUDING MULCH

0804-0027 M3 Pound 1,464.0000 N

Page 13 of 178September 21, 2026 13:39:13 PM

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

0804-0030 M3 Pound 135.0000 N SEEDING AND SOIL SUPPLEMENTS - FORMULA R SEASONALLY FLOODED CONSERVATION MIX, INCLUDING MULCH

0804-0032 M3 Pound 600.0000 N

SEEDING - FORMULA T TEMPORARY GRASS MIX, INCLUDING MULCH

0804-0044 M3 Pound 3.0000 N

SEEDING AND SOIL SUPPLEMENTS - FORMULA W WETLAND CONSERVATION MIX

0805-0022 M3 Ton 3.0000 N

MULCHING - STRAW

4806-0103 M2 Square Yard 1,348.0000 N Proj

TEMPORARY ULTRA SHORT-TERM, ROLLED EROSION CONTROL PRODUCT, TYPE 1D , ORGANIC

0806-0113 M2 Square Yard 35,246.0000 N

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

0806-0120 M2 Square Yard 413.0000 N

TEMPORARY EXTENDED-TERM, ROLLED EROSION CONTROL PRODUCT, TYPE 3A

4806-0121 M2 Square Yard 3,450.0000 N Proj TEMPORARY EXTENDED-TERM, ROLLED EROSION CONTROL PRODUCT, TYPE 3B , ORGANIC COIR MATTING

0806-0142 M2 Square Yard 172.0000 N

PERMANENT ROLLED EROSION CONTROL PRODUCT, TYPE 5C

4808-0140 M Each 180.0000 N Proj

LIVE STAKES , BLACK WILLOW

4808-0141 M Each 75.0000 N Proj

LIVE STAKES , BROOKSIDE ALDER

0808-3251 M Each 2.0000 N

TULIPTREE - (1 1/2" CAL. B&B)

0808-3272 M Each 17.0000 N

AMERICAN SYCAMORE - (1 1/2" CAL. B&B)

0808-3302 M Each 12.0000 N

RED OAK - (1 1/2" CAL. B&B)

0808-3321 M Each 17.0000 N

SWAMP WHITE OAK - (1 1/2" CAL. B&B)

0808-3331 M Each 2.0000 N

PIN OAK - (1 1/2" CAL. B&B)

0808-3450 M Each 15.0000 N

AMERICAN HORNBEAM - (1 1/4" CAL. B&B)

0808-3781 M Each 15.0000 N

NORWAY SPRUCE - (4' HT. B&B)

Page 14 of 178September 21, 2026 13:39:13 PM

4808-4092 M Each 105.0000 N Proj

SILKY DOGWOOD - (3' HT. B.R.) LIVE STAKES, SILKY DOGWOOD

0808-4787 M Each 30.0000 N

SPICEBUSH - (24" HT. CONTAINER)

4808-4787 M Each 17.0000 N Proj

SPICEBUSH - (24" HT. CONTAINER) SHRUB, SPICEBUSH (2' HT., #3 CONT.)

0808-7112 M Each 30.0000 N ELDERBERRY (24" HT. B.R. or CONTAINER)

0808-7122 M Each 30.0000 N COMMON BUTTONBUSH (18" HT. B.R. or CONTAINER)

4808-7123 M Each 17.0000 N Proj COMMON BUTTONBUSH (24" HT. B.R. or CONTAINER) SHRUB, BUTTONBUSH (2' HT, #3 CONT.)

0811-0003 J2, M Linear Foot 1,483.0000 N

TEMPORARY PROTECTIVE FENCE

0845-0001 M2 Dollar 5,000.0000 $1.00 Y

UNFORESEEN WATER POLLUTION CONTROL

4849-0010 C1 Each 12.0000 N Proj

ROCK CONSTRUCTION ENTRANCE , ALTERNATIVE

0850-0021 C1 Square Yard 271.0000 N

ROCK, CLASS R-3

0850-0022 C1 Square Yard 697.0000 N

ROCK, CLASS R-4

0851-0003 C1 Square Yard 53.0000 N

ROCK APRON

0854-0002 H Each 1.0000 N

TEMPORARY SLOPE PIPE

4855-0003 M2 Each 2.0000 N Proj

PUMPED WATER FILTER BAG , ABACT

0855-0004 M2 Each 2.0000 N

REPLACEMENT PUMPED WATER FILTER BAG

0860-0000 M2 Each 22.0000 N

INLET FILTER BAG FOR TYPE M INLET

0860-0002 M2 Each 3.0000 N

INLET FILTER BAG FOR TYPE C INLET

0860-0010 M2 Each 27.0000 N

CONCRETE BLOCK/GRAVEL INLET PROTECTION FOR TYPE M INLET

0867-0012 M2 Linear Foot 89.0000 N

COMPOST FILTER SOCK, 12" DIAMETER

Page 15 of 178September 21, 2026 13:39:13 PM

0867-0018 M2 Linear Foot 2,303.0000 N

COMPOST FILTER SOCK, 18" DIAMETER

0867-0022 M2 Linear Foot 415.0000 N

COMPOST FILTER SOCK, 24" DIAMETER

0867-0032 C1, H, M2 Linear Foot 629.0000 N

COMPOST FILTER SOCK, 32" DIAMETER

0901-0001 Q Lump Sum 1.0000 N Proj

MAINTENANCE AND PROTECTION OF TRAFFIC DURING CONSTRUCTION

0901-0120 Q Each 4.0000 N

SPEED DISPLAY SIGN

0901-0231 Q Day 336.0000 N

ADDITIONAL WARNING LIGHTS, TYPE B

0901-0232 Q Day 1,464.0000 N

ADDITIONAL WARNING LIGHTS, TYPE C

0901-0240 Q, R Square Foot 500.0000 N

ADDITIONAL TRAFFIC CONTROL SIGNS

0901-0320 O Linear Foot 600.0000 N

4" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, YELLOW

0901-0330 O Linear Foot 2,063.0000 N

4" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, WHITE

0901-0340 O2, O3 Linear Foot 600.0000 N

4" STANDARD PAVEMENT MARKINGS, TAPE, YELLOW

0901-0350 O2, O3 Linear Foot 280.0000 N

4" STANDARD PAVEMENT MARKINGS, TAPE, WHITE

0901-0460 Q Each 4.0000 N

FULL-MATRIX CHANGEABLE MESSAGE SIGN WITH TELECOMMUNICATIONS

4901-0460 Q Each 1.0000 N Proj FULL-MATRIX CHANGEABLE MESSAGE SIGN WITH TELECOMMUNICATIONS RETAINED BY DEPARTMENT

0931-0003 R Square Foot 134.0000 N

POST MOUNTED SIGNS, TYPE B, STEEL SQUARE POST

0937-0105 J, R Each 23.0000 N

GUIDE RAIL MOUNTED DELINEATOR TYPE B, (Y/Y)

0937-0107 J, R Each 42.0000 N

GUIDE RAIL MOUNTED DELINEATOR TYPE B, (W/W)

0937-0117 J, R Each 35.0000 N

GUIDE RAIL MOUNTED DELINEATOR TYPE B, (Y/R)

0937-0118 J, R Each 12.0000 N

Page 16 of 178September 21, 2026 13:39:13 PM

GUIDE RAIL MOUNTED DELINEATOR TYPE B, (W/R)

0937-0219 J1, R Each 24.0000 N

BARRIER MOUNTED DELINEATOR, SIDE-MOUNT TYPE O, (W/W)

0937-0232 J1, R Each 24.0000 N

BARRIER MOUNTED DELINEATOR, TOP-MOUNT TYPE S, (W/W)

0937-0322 R Each 33.0000 N

FLEXIBLE DELINEATOR POST, GROUND-MOUNT TYPE GM-1, RED POST WITH RED SHEETING

0937-0323 R Each 33.0000 N

FLEXIBLE DELINEATOR POST, GROUND-MOUNT TYPE GM-1, RED POST WITH WHITE SHEETING

0937-0324 R Each 5.0000 N

FLEXIBLE DELINEATOR POST, GROUND-MOUNT TYPE GM-1, RED POST WITH YELLOW SHEETING

4937-0339 R Each 30.0000 N Proj

FLEXIBLE DELINEATOR POST, GROUND-MOUNT TYPE GM-2, RED POST WITH WHITE/BLANK SHEETING SCM MARKER

IDENTIFICATION

0958-0121 P, Q Each 4.0000 N

TEMPORARY TRAFFIC CONTROL SIGNALS, TRAILER-MOUNTED PORTABLE DEVICE (2-OVERHEAD SIGNALS)

1001-1140 K Cubic Yard 262.0000 N

CLASS C CEMENT CONCRETE

5018-0050 T1 Lump Sum 1.0000 N Proj

REMOVAL OF PORTION OF EXISTING BRIDGE , S-42072

5018-0051 T1 Lump Sum 1.0000 N Proj

REMOVAL OF PORTION OF EXISTING BRIDGE , S-42061

5018-0052 T1 Lump Sum 1.0000 N Proj

REMOVAL OF PORTION OF EXISTING BRIDGE , S-42060

5018-0070 C1, T1 Lump Sum 1.0000 N Proj

REMOVAL OF PORTION OF EXISTING CULVERT , S-42062

1999-9999 Z Hour 4,000.0000 N Std

TRAINEES

E 8030-0001 S Lump Sum 1.0000 N Std

BRIDGE STRUCTURE, AS-DESIGNED, S-42061

A 1002-0052 S7 Pound 221,015.0000 N

REINFORCEMENT BARS, EPOXY COATED

A 1002-0140 S7 Each 32.0000 N

MECHANICAL SPLICE SYSTEM FOR NO. 5 REINFORCEMENT BARS, EPOXY COATED

A 1002-0215 S7 Pound 224.0000 N

STAINLESS STEEL REINFORCEMENT BARS

A 5005-1410 C6 Linear Foot 1,551.0000 N Proj

MANDATORY PREDRILLING FOR DRIVEN PILES ADD NO. 8 COARSE AGGREGATE

Page 17 of 178September 21, 2026 13:39:13 PM

A 1005-1480 X Each 2.0000 N

DYNAMIC PILE LOAD TEST

A 5005-1500 U Each 2.0000 N Proj

RESTRIKE TEST PILE, 3 DAY WAITING PERIOD

A 5005-1600 U Each 24.0000 N Proj

RESTRIKE PRODUCTION PILE, 3 DAY WAITING PERIOD

A 5005-1831 U Linear Foot 1,647.0000 N Proj

STEEL HP12X84 PRODUCTION PILE , GALVANIZED

A 1005-2030 U Each 48.0000 N

STEEL HP12X84 PILE TIP REINFORCEMENT (HEAVY DUTY)

A 9000-0190 U Each 2.0000 N Proj

INSPECT SPLICED STEEL BEAM TEST PILES, HP12X84

O 8000-0002 S Lump Sum 1.0000 N Std

PRESTRESSED CONCRETE BRIDGE STRUCTURE

O 8100-0002 T Lump Sum 1.0000 N Std

STEEL BRIDGE STRUCTURE

E 8030-0002 S Lump Sum 1.0000 N Std

BRIDGE STRUCTURE, AS-DESIGNED, S-42060

A 1002-0052 S7 Pound 236,245.0000 N

REINFORCEMENT BARS, EPOXY COATED

A 1002-0140 S7 Each 40.0000 N

MECHANICAL SPLICE SYSTEM FOR NO. 5 REINFORCEMENT BARS, EPOXY COATED

A 1002-0215 S7 Pound 300.0000 N

STAINLESS STEEL REINFORCEMENT BARS

A 5005-1411 C6 Linear Foot 3,634.0000 N Proj

MANDATORY PREDRILLING FOR DRIVEN PILES ADD NO. 8 COARSE AGGREGATE

A 1005-1480 X Each 2.0000 N

DYNAMIC PILE LOAD TEST

A 5005-1830 U Linear Foot 3,786.0000 N Proj

STEEL HP12X84 PRODUCTION PILE , GALVANIZED

A 1005-2030 U Each 76.0000 N

STEEL HP12X84 PILE TIP REINFORCEMENT (HEAVY DUTY)

A 9000-0186 S, U Each 8.0000 N Proj

INSPECT SPLICED STEEL BEAM TEST PILES, HP12X84

O 8000-0004 S Lump Sum 1.0000 N Std

PRESTRESSED CONCRETE BRIDGE STRUCTURE

O 8100-0003 T Lump Sum 1.0000 N Std

Page 18 of 178September 21, 2026 13:39:13 PM

STEEL BRIDGE STRUCTURE

E 8120-0001 T Lump Sum 1.0000 N Std

BRIDGE STRUCTURE, AS DESIGNED, S-42072

A 1002-0052 S7 Pound 262,500.0000 N

REINFORCEMENT BARS, EPOXY COATED

A 1002-0140 S7 Each 162.0000 N

MECHANICAL SPLICE SYSTEM FOR NO. 5 REINFORCEMENT BARS, EPOXY COATED

A 1002-0142 S7 Each 112.0000 N

MECHANICAL SPLICE SYSTEM FOR NO. 6 REINFORCEMENT BARS, EPOXY COATED

A 5005-1412 C6 Linear Foot 284.0000 N Proj

MANDATORY PREDRILLING FOR DRIVEN PILES ADD NO. 8 COARSE AGGREGATE

A 5005-1850 U Linear Foot 186.0000 N Proj

STEEL HP14X117 PRODUCTION PILE , GALVANIZED

A 1005-2050 U Each 6.0000 N

STEEL HP14X117 PILE TIP REINFORCEMENT (HEAVY DUTY)

O 8000-0001 S Lump Sum 1.0000 N Std

PRESTRESSED CONCRETE BRIDGE STRUCTURE

O 8100-0001 T Lump Sum 1.0000 N Std

STEEL BRIDGE STRUCTURE

E 8550-0001 S4 Lump Sum 1.0000 N Std

PRECAST REINFORCED CONCRETE ARCH CULVERT, AS-DESIGNED, S-42062

A 1002-0052 S7 Pound 51,600.0000 N

REINFORCEMENT BARS, EPOXY COATED

O 8000-0003 S Lump Sum 1.0000 N Std

PRESTRESSED CONCRETE BRIDGE STRUCTURE

O 8520-0001 S4 Lump Sum 1.0000 N Std

CAST-IN-PLACE REINFORCED CONCRETE BOX CULVERT

9000-0054 M Cubic Yard 887.0000 N Proj

AMENDED SOIL

9000-0075 M3 Pound 30.0000 N Proj SEEDING AND SOIL SUPPLEMENTS - PA SOUTHERN ALLEGHENY PLATEAU PROVINCE RIPARIAN MIX

9000-0131 H Each 5.0000 N Proj

BYPASS PUMP AROUND WORK AREA

9000-0133 C1 Each 6.0000 N Proj

REMOVAL SEDIMENT AND ROCK BARRIER, INCLUDES COMPOST

9000-0162 M2 Linear Foot 1,005.0000 N Proj

COMPOST FILTER SOCK, 18" DIAMETER, AS DIVERSION BERM

Page 19 of 178September 21, 2026 13:39:13 PM

9000-0163 M2 Linear Foot 670.0000 N Proj

COMPOST FILTER SOCK, 24" DIAMETER, AS DIVERSION BERM

9000-0164 M2 Linear Foot 131.0000 N Proj

COMPOST FILTER SOCK, 32" DIAMETER, AS DIVERSION BERM

9000-0173 J3 Dollar 172,000.0000 $1.00 Y Proj

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

9000-0180 F3 Linear Foot 2,250.0000 N Proj

MILLING AND FILLING EXISTING RUMBLE STRIPS

9000-0187 X Lump Sum 1.0000 N Proj

METHANE MONITORING DURING PILE INSTALLATION

9000-0200 H Each 2.0000 N Proj

CONCRETE PIPE COLLAR

9000-0208 Q Each 1.0000 N Proj

RESIDENTIAL DRIVEWAY TEMPORARY SIGNAL

9000-0240 M2 Linear Foot 592.0000 N Proj

TEMPORARY STREAM DIVERSION

9000-0297 G3 Cubic Foot 10.0000 N Proj

CLASS A CEMENT CONCRETE REPAIRS

9000-0354 X Lump Sum 1.0000 N Std

SCM CERTIFICATION, AS-BUILT SURVEY AND DRAWINGS

9000-0355 H Linear Foot 1,270.0000 N Proj

FILL BENCH DRAIN

9000-0362 C1 Linear Foot 446.0000 N Proj

8" PERFORATED PIPE WITH TYPE 2 BACKFILL

9000-0369 C1 Cubic Yard 95.0000 N Proj

RECOVER AND STOCKPILE EXISTING STREAMBED SUBSTRATE

9000-0550 X Lump Sum 1.0000 N Proj

ROADWAY CONDITION INSPECTION AND VIDEO RECORDING OF ACCESS ROUTE FOR SULGAR ROAD

9000-0551 F1 Dollar 182,466.0000 $1.00 Y Proj

REPAIR OF ACCESS ROUTE FOR SULGAR ROAD

9000-0567 X Lump Sum 1.0000 N Proj

ROADWAY CONDITION INSPECTION AND VIDEO RECORDING OF ACCESS ROUTE FOR HATTEN ROAD

9000-0568 F1 Dollar 45,630.0000 $1.00 Y Proj

REPAIR OF ACCESS ROUTE FOR HATTEN ROAD

9000-0833 X Lump Sum 1.0000 N Proj

ENVIRONMENTAL AS-BUILT SURVEY

9000-0834 C1 Cubic Yard 260.0000 N Proj

CLAY LINER

Page 20 of 178September 21, 2026 13:39:13 PM

9000-0835 C1, H Each 1.0000 N Proj

OUTLET STRUCTURE

9000-0840 C1 Cubic Yard 95.0000 N Proj

CHANNEL BED BLEND

9000-0842 M2 Each 1.0000 N Proj

DRY BARREL/RISER SEDIMENT TRAP

9000-0844 M2 Each 2.0000 N Proj

COMPOST FILTER SOCK SEDIMENT TRAP

9000-0846 M2 Square Yard 123.0000 N Proj

TIMBER MAT

9000-0848 H Linear Foot 142.0000 N Proj

JACK AND BORE PIPE, 18 INCH

9000-0851 H Linear Foot 111.0000 N Proj

JACK AND BORE PIPE, 24 INCH

9000-0852 H Linear Foot 133.0000 N Proj

JACK AND BORE PIPE, 60 INCH

9000-0853 M Each 80.0000 N Proj

TEMPORARY PROTECTIVE TREE TUBES

9000-0854 H Each 6.0000 N Proj

8 INCH NON-PERFORATED CLEANOUT RISER

9000-0855 M2 Each 1.0000 N Proj

GABION FOREBAY

9000-0856 M2 Linear Foot 22.0000 N Proj

LEVEL SPREADER

9000-0857 M2 Each 1.0000 N Proj

EMBANKMENT SEDIMENT TRAP

9000-0858 M2 Linear Foot 357.0000 N Proj

WEIGHTED SEDIMENT FILTER TUBE

9000-0859 C1 Each 1.0000 N Proj

TEMPORARY STREAM CROSSING

9000-0860 H Each 3.0000 N Proj

CORE HOLE IN DRAINAGE STRUCTURE

9000-0861 H Each 2.0000 N Proj

PERMANENT CONCRETE PIPE PLUG

9000-0862 C1, P3 Dollar 15,000.0000 $1.00 Y Proj

REMOVAL OF EXISTING DYNAMIC MESSAGE SIGN AND CONTROL BOX

9000-0863 C1, P3 Dollar 10,350.0000 $1.00 Y Proj

Page 21 of 178September 21, 2026 13:39:13 PM

REMOVAL OF UNDERGROUND ELECTRICAL AND COMMUNICATION LINES

9000-0910 X Dollar 2,500.0000 $1.00 Y Proj

INCIDENT MANAGEMENT PLAN

9000-0911 Q Dollar 52,500.0000 $1.00 Y Proj

INCIDENT MANAGEMENT PLAN IMPLEMENTATION

9000-5101 X Lump Sum 1.0000 N Std

ELECTRONIC TICKETING (E-TICKETING) FOR CONSTRUCTION AGGREGATE

9000-5103 X Lump Sum 1.0000 N Std

ELECTRONIC TICKETING (E-TICKETING) FOR CONSTRUCTION CONCRETE

9203-0101 C1, S5 Lump Sum 1.0000 N Std

TEMPORARY EXCAVATION SUPPORT AND PROTECTION SYSTEM, S-42061 ABUTMENT 1

9203-0102 C1, S5 Lump Sum 1.0000 N Std

TEMPORARY EXCAVATION SUPPORT AND PROTECTION SYSTEM, S-42061 PIER 1

9203-0103 C1, S5 Lump Sum 1.0000 N Std

TEMPORARY EXCAVATION SUPPORT AND PROTECTION SYSTEM, S-42061 PIER 2

9203-0104 C1, S5 Lump Sum 1.0000 N Std

TEMPORARY EXCAVATION SUPPORT AND PROTECTION SYSTEM, S-42061 ABUTMENT 2

9203-0105 C1, S5 Lump Sum 1.0000 N Std

TEMPORARY EXCAVATION SUPPORT AND PROTECTION SYSTEM, S-42062

9203-0106 C1, S5 Lump Sum 1.0000 N Std

TEMPORARY EXCAVATION SUPPORT AND PROTECTION SYSTEM, S-42060 ABUTMENT 1

9203-0107 C1, S5 Lump Sum 1.0000 N Std

TEMPORARY EXCAVATION SUPPORT AND PROTECTION SYSTEM, S-42060 PIER 1

9203-0108 C1, S5 Lump Sum 1.0000 N Std

TEMPORARY EXCAVATION SUPPORT AND PROTECTION SYSTEM, S-42060 PIER 2

9203-0109 C1, S5 Lump Sum 1.0000 N Std

TEMPORARY EXCAVATION SUPPORT AND PROTECTION SYSTEM, S-42060 ABUTMENT 2

9203-0110 C1, S5 Lump Sum 1.0000 N Std TEMPORARY EXCAVATION SUPPORT AND PROTECTION SYSTEM FOR SR 1012 (HATTEN ROAD) PHASING

Page 22 of 178September 21, 2026 13:39:13 PM

SPECIAL PROVISIONS

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

Action:

Item(s) Associated:

Header:

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.

Project Specific Details:

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

CONTRACT PROVISIONS - RIGHT TO KNOW LAW

Page 23 of 178September 21, 2026 13:39:13 PM

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.

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: C164B - a00164 CHANGES TO SPECIFICATIONS: SECTION 106 Addendum: 1

Action: Added

Item(s) Associated:

Page 24 of 178September 21, 2026 13:39:13 PM

CHANGES TO SPECIFICATIONS: SECTION 106

Provision Body:

SECTION 106—CONTROL OF MATERIAL

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•

Page 25 of 178September 21, 2026 13:39:13 PM

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.

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: C171A - a00171 CHANGES TO SPECIFICATIONS: SECTIONS 313, 314, 360, 410, 412, and 413

Addendum:

CHANGES TO SPECIFICATIONS: SECTIONS 313, 314, 360, 410, 412, and 413

Provision Body:

SECTION 313—SUPERPAVE ASPHALT MIXTURE DESIGN, STANDARD CONSTRUCTION, BASE COURSE

Section 313.3(m) Tests for Depth. Revise to read as follows:•

(m) Tests for Depth.

(m) Tests for Depth. Replace with the following:

Control the loose depth of each layer to construct the base course to the compacted depth indicated and within the specified tolerance. On the top lift and in the presence of the Inspector, drill full-depth cores at one random location selected by the Inspector according to PTM No. 1 in each 3,000 square yards of completed base course and at other locations the Inspector suspects are deficient. After the Inspector completes depth measurements, backfill, compact, and seal core holes with the mixture used to construct the course.

The Inspector will measure the full-depth cores according to PTM No. 737. Pavement deficient in depth by 1/2 inch or more and that cannot be satisfactorily corrected is defective. Immediately delineate the limits of pavement deficient in depth from the core location by proceeding longitudinally, forward and backward, obtaining additional pavement cores every 50 feet until the depth is less than 1/2 inch deficient of the design depth. The defective course will be the full width of the affected lane.

SECTION 314—SUPERPAVE ASPHALT MIXTURE DESIGN, STANDARD CONSTRUCTION, ASPHALT RICH BASE COURSE

Section 314.3(m) Tests for Depth. Revise to read as follows:•

(m) Tests for Depth.

(m) Tests for Depth. Replace with the following:

Control the loose depth of each layer to construct the ARBC to the compacted depth indicated and within the specified tolerance. In the presence of the Inspector, drill full-depth cores at one random location selected by the Inspector according to PTM No. 1 in each 3,000 square yards of completed ARBC and at other locations the Inspector suspects are deficient. After the Inspector completes

Page 26 of 178September 21, 2026 13:39:13 PM depth measurements, backfill, compact, and seal core holes with ARBC.

The Inspector will measure the full-depth cores according to PTM No. 737. Pavement deficient in depth by 1/2 inch or more and that cannot be satisfactorily corrected is defective. Immediately delineate the limits of pavement deficient in depth from the core location by proceeding longitudinally, forward and backward, obtaining additional pavement cores every 50 feet until the depth is less than 1/2 inch deficient of the design depth. The defective course will be the full width of the affected lane.

SECTION 360—ASPHALT TREATED PERMEABLE BASE COURSE

Section 360.2(e)3. Production. Revise to read as follows:•

3. Production. During the first day of production, take at least three asphalt content and gradation tests to verify the mixture conforms to the JMF. After the first day, perform tests for asphalt content and aggregate gradation according to the QC Plan and PTM No. 1. Produce ATPBC conforming to the gradation requirements in Table A and with an asphalt content within 0.8% of the JMF (n=1). Ensure the aggregate is uniformly coated with asphalt and no runoff of excess asphalt is observed.

Section 360.3(m). Tests for Depth. Revise to read as follows:•

(m) Tests for Depth: Binder and Wearing Courses. Replace with the following:

Carefully dig or drill one random 6-inch diameter test hole selected by the Representative according to PTM No. 1 to the full depth of the ATPBC for each 3,000 square yards, or less, of completed base course. The Representative may require additional test holes in areas the Representative suspects are deficient in depth. The Representative will measure the depth of the base course. Using material acceptable to the Representative, backfill the test holes and compact the material to fill the test hole flush with the completed base course.

ATPBC deficient in depth by 1/2 inch or more is defective. Immediately delineate the limits of ATPBC deficient in depth from the location by proceeding longitudinally, forward and backward, obtaining additional test holes every 50 feet until the depth is less than 1/2 inch deficient of the indicated depth. The defective course will be the full width of the affected lane.

SECTION 410—SUPERPAVE MIXTURE DESIGN, STANDARD AND RPS CONSTRUCTION OF PLANT-MIXED ASPHALT FINE-

GRADED COURSES

Section 410.3. CONSTRUCTION. Revise to read as follows:•

410.3 CONSTRUCTION—Section 413.3 using the test procedures, limits, and tolerances for a 9.5 mm nominal maximum aggregate size mixture except where procedures, limits and tolerances are specifically indicated for a 9.5 mm fine-graded nominal maximum aggregate size mixture and as modified as follows:

Revise Table G to include 9.5 mm Fine Grade Wearing Course as follows:

TABLE G

Mixture Minimum Indicated Compacted Depths

Mixture Minimum Depth

9.5 mm Fine Grade Wearing Course 1 inch

SECTION 412—SUPERPAVE MIXTURE DESIGN, CONSTRUCTION OF PLANT-MIXED 6.3 MM ASPHALT OVERLAY COURSES

Section 412.3(a)2. Preplacement Meeting. Revise to read as follows:•

2. Preplacement Meeting. At least 2 weeks before placing asphalt paving mixtures, schedule an asphalt preplacement meeting with the Representative to review at a minimum the specification, paving operation QC Plan, sequence of paving operations, asphalt mixture temperature checks, mixture acceptance, density acceptance and the care and custody of asphalt acceptance samples.

Section 412.3(h)1.a. Placing. Revise to read as follows:•

1.a Placing. Unless otherwise allowed, deliver, place, and compact 6.3 mm paving mixtures during daylight hours. Ensure the mixture

Page 27 of 178September 21, 2026 13:39:13 PM does not contain lumps of cold material. Deliver and place 6.3 mm paving mixtures at the laying temperatures specified in Table B.

Material placed outside the temperature limits as specified in Table B is defective.

Utilize a Material Transfer Vehicle (MTV) as specified in Section 108.05(c)5 for 6.3 mm paving mixtures unless otherwise approved by the Representative.

Section 412.4(a)4.b. Dispute Resolution. Revise TABLE H to read as follows:•

TABLE H

Dispute Resolution Retest Cost Table

Test Method

Mixture Acceptance Retest Cost if Retest Results Indicate

100% Pay Factor(s) for Full Lots (n > 3)* or Single Sample (n=1) Requirements in Table B were met for Partial Lots (n < 3)**

Mixture Acceptance Retest Cost if Retest Results Indicate

< 100% Pay Factor(s) for Full Lots (n > 3)* or Single Sample (n=1) Requirements in Table B were not met for Partial Lots (n < 3)**

PTM No.

702/739 $900 $3,500

PTM No. 757 $500 $2,000

* For full lots (n ≥ 3) where the original test results indicated a defective lot, only the pay factor(s) where original test results indicated a defective lot for asphalt content or percent passing the 75 μm (No. 200) sieve will be utilized to determine the retest cost.

** For partial lots (n < 3) where the original test results indicated a pay parameter (asphalt content, percent passing the 75 µm (No.