827062padot118068.pdf

PROPOSAL Report - Project 118068

May 28, 2026 14:46:15 PM Page 1 of 85

PROPOSAL REPORT

Project: 118068 Bid

Package: 1

Current Let: 06/18/2026 11:00:00 AM

Version: Current Addendum

Count: 0

District: 08 County: York

SR/SEC/

Group ID: 24/040/---

Description

Mt Zion Rd 2/Sherman St Extended

May 28, 2026 14:46:15 PM Page 2 of 85

TABLE OF CONTENTS

BID PACKAGE SUMMARY

PROJECT ITEMS AND QUANTITIES

SPECIAL PROVISIONS

00 - a00001 ENVIRONMENTAL RESOURCE AVOIDANCE G51A - a00051 APPLICABLE DESIGNATED SPECIAL PROVISIONS (STATE) 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 G311A - a00311 ROAD USER LIQUIDATED DAMAGES (RULD) G401A - a00401 ADVANCE NOTICE OF TRAFFIC RESTRICTIONS G501A - a00501 AIR POLLUTION CONTROL IN AIR BASINS G901B - a00901 ALTERNATE EROSION AND SEDIMENT POLLUTION CONTROL PLAN G1101B - a01101 CONSTRUCTION PROCEDURES - EROSION AND SEDIMENT POLLUTION

CONTROL

G1401A - a01401 EQUAL EMPLOYMENT OPPORTUNITY WITH PREQUALIFICATION 00 - a01701 FALL PROTECTION AND RESCUE PLAN G2302A - a02302 WORKER PROTECTION AND INVESTMENT G60B - a02401 NIGHT SHIFT G3401A - a03401 PREVAILING WAGE ACT G3501B - a03501 RECIPROCAL LIMITATIONS ACT REQUIREMENTS FOR CONSTRUCTION G110B - a05903 START OF WORK G100B - a06903 STATE POLICE FOR CONSTRUCTION ASSISTANCE N10420A - a10420 VERIFICATION OF VERTICAL CLEARANCES N10601A - a10601 DRIVE ADJUSTMENTS 00 - a10602 DRIVE ADJUSTMENTS - SUPPLEMENTAL SPECIFICATIONS 00 - a10603 EXPANDED FOAM BACKFILL FOR POST-MOUNTED SIGNS G50E - a10701 GUIDE RAIL MOUNTED DELINEATORS 00 - a12201 POST MOUNTED & STRUCTURE MOUNTED SIGNS G120C - a12301 VIBRATORY ROLLER PRECAUTION P1061D - b01061 Electronic Submission of Material Certifications through ECMS P1062D - b01062 Electronic Submission of Material Certifications through ECMS for Lump Sum Component items

S2011C - b02011 SECTION 201.3 00 - b04131 SECTION 413.3 00 - b04131a SECTION 413.3(g) PREPARATION OF THE EXISTING SURFACE 00 - b04132 SECTION 413.3(h)1.a - PLACING

May 28, 2026 14:46:15 PM Page 3 of 85

00 - b04133 SECTION 413.3(i) COMPACTION S6012B - b06012 SECTION 601.3(f) BACKFILLING TRENCH 00 - b06051 SECTION 605.3 S6092B - b06092 SECTION 609.2(f) MISCELLANEOUS MATERIALS 00 - b08041 SECTIONS 804.2 & 804.3 00 - b08101 SECTION 810 - TREE TRIMMING AND SELECTIVE TREE REMOVAL 00 - b08671 SECTION 867 - COMPOST FILTER SOCK I2051B - c02051 ITEM 4205-0300 - SELECTED BORROW EXCAVATION (MODIFIED) 00 - c05011 ITEM 4501-0020 - PLAIN CEMENT CONCRETE PAVEMENT, 4" DEPTH (INCLUDING

REMOVAL OF EXISTING)

00 - c06051 ITEM 4605-2850 - STANDARD INLET BOX, HEIGHT < OR = 10' CAST-IN-PLACE 00 - c06052 ITEM 4605-2882 - TYPE D-H INLET BOX, HEIGHT < / = 10' CAST-IN-PLACE 00 - c06053 ITEM 4605-3061 - TYPE 10 MANHOLE, STORM WATER, HEIGHT >5' < /=10' CAST-IN-

PLACE

I6091L - c06091 ITEM 0609-0009 - EQUIPMENT PACKAGE 00 - c06331 ITEM 4633-0200-PLAIN CEMENT CONCRETE MOUNTABLE CURB, TYPE A

INCLUDING REMOVAL EXISTING CURB

00 - c06761 ITEM 4676-0001 - CEMENT CONCRETE SIDEWALK (INCLUDES REMOVAL OF

EXISTING SIDEWALK)

00 - c0901 ITEM 0901-0001 - MAINTENANCE AND PROTECTION OF TRAFFIC DURING

CONSTRUCTION

00 - c88001 ITEM 8800-1000 - SEWER PIPE AND MANHOLE RELOCATION 00 - c90001 ITEM 9000-0001 - REMOVE EXISTING CONCRETE BARRIER (CONTRACTOR

PROPERTY)

00 - c90003 ITEM 9000-0003 - MILLED BLEEDER CHANNELS MILLED MATERIAL RETAINED BY

CONTRACTOR

00 - c90004 ITEM 9000-0004 - REMOVE EXISTING IMPACT ATTENUATOR (DEPARTMENT

PROPERTY)

I10001D - c90005 ITEM 9000-0005 - SOLUTION CAVITY EXCAVATION 00 - c90006 ITEM 9000-0006 - CONCRETE BRIDGE DECK REPAIR, TYPE 2 00 - c90007 ITEM 9000-0007 - TEMPORARY PUMP BYPASS SYSTEM 00 - c90013 ITEM 9000-0013 - REMOVE CAPPED INLET BOX UNDER PAVEMENT AND EXISTING

RC ELIPTICAL CROSS PIPE

00 - c90015 ITEM 9000-1000 - TEST HOLES FOR UTILITY VERIFICATION I68C - c90017 ITEM 9000-5101 - ELECTRONIC TICKETING (E-TICKETING) FOR CONSTRUCTION

AGGREGATE

I70C - c90021 ITEM 9000-5103 - ELECTRONIC TICKETING (E-TICKETING) FOR CONSTRUCTION

CONCRETE

00 - c90081 ITEM 9008-0101 - TWO PART, RAPID CURE, SILICONE JOINT SEALANT 00 - c90181 ITEM 9018-0050 - REMOVAL OF PORTION OF EXISTING BRIDGE 00 - c90411 ITEM 9041-0011 - SCARIFICATION, VARIABLE DEPTH 00 - c90472 ITEM 9047-0012 - POLYESTER POLYMER CONCRETE

May 28, 2026 14:46:15 PM Page 4 of 85

00 - c96011 ITEM 9601-7528 - 33" REINFORCED CONCRETE PIPE, TYPE A, 15' - 3' FILL, SHORE/

TRENCH BOX

00 - c96051 ITEM 9605-0001 - MODIFY EXISTING INLET BOX TO CONNECT NEW PIPE 00 - c96052 ITEM 9605-0002 - MODIFY EXISTING DRAINAGE STRUCTURE TO CONNECT NEW

PIPES

00 - c96053 ITEM 9605-0003 - TYPE F INLET (CAST-IN-PLACE) 00 - c96054 ITEM 9605-2701 - BICYCLE SAFE INLET GRATE, NON STD SIZE, FIELD MEASURE... 76 00 - c96055 ITEM 9605-2731 - CAST-IN-PLACE TYPE M CONCRETE TOP UNIT AND BICYCLE

SAFE GRATE

00 - c96056 ITEM 9605-2854 - CAST-IN-PLACE, TYPE 4 INLET BOX, HEIGHT < /= 10' 00 - c96057 ITEM 9605-2858 - TYPE 5 INLET BOX, HEIGHT < /= 10' CAST-IN-PLACE 00 - c96101 ITEM 9610-0001 - CONNECT EXISTING PAVEMENT BASE DRAIN TO NEW INLET

BOX OR PIPE

00 - c96201 ITEM 9620-2011 - THRIE-BEAM GUIDE RAIL TO CONCRETE BRIDGE BARRIER

TRANSITION WITHOUT CURB

00 - c96211 ITEM 9621-0312 - REMOVE EXISTING METAL MEDIAN BARRIER INCLUDING

CONCRETE MEDIAN REPAIR

00 - c96241 ITEM 9624-0002 - REMOVE AND RESET FENCE 00 - c96761 ITEM 9676-0001 - CEMENT CONCRETE SIDEWALK MODIFIED 00 - c97052 ITEM 9705-0102 - 2 1/2" OPENING, PRECOMPRESSED, SILICONE AND FOAM

HYBRID JOINT SEALING MAT

00 - c98101 ITEM 9810-0200 - HERBICIDE APPLICATION, NONSELECTIVE INCLUDES TREE

REMOVAL

00 - c99101 ITEM 9910-0001 - REMOVE AND RESET DECORATIVE LIGHT POLE 00 - c99511 ITEM 9951-0001 - REMOVE AND RESET TRAFFIC SIGNAL SUPPORT, PEDESTAL

May 28, 2026 14:46:15 PM Page 5 of 85

BID PACKAGE SUMMARY

Project: 118068 Bid Package: 1

Project Type: Standard Posted:

Federal Project Status: Non - Federal (100% State) State Type of Work: MISCELLANEOUS REHABILITATION WORK

Prequalification Required: Yes Pre-Bid Meeting: None

408 Version: 2026-IE

Scheduled Let: 06/18/2026 11:00:00 AM Project Cost Range: $5,000,000.00 - $7,499,999.99 Anticipated NTP: 08/03/2026 Structure Work: 8.00%

Required Completion: 12/24/2027 Wage Rates: Yes

Description:

Construction consists of milling, Superpave overlay, drainage work, base replacement, shoulders, accelerated concrete pavement patching, bridge deck scarification, Polymer Polyester Concrete (PPC) bridge deck repairs & overlay, guiderail installation, and other miscellaneous construction, all as indicated on the approved drawings included in the Bid Package for STATE ROUTE 0024, SECTION 040, in YORK COUNTY, SPRINGETTSBURY AND EAST MANCHESTER TOWNSHIPS, from Eastern Boulevard at Segment 0454/0455 Offset 0000 to 900 feet north of the Pleasant Valley Road intersection at Segment 0500 Offset 0813, from 85 feet south of Hackberry Drive at Segment 0550 Offset 1400 to 585 feet north of Hackberry Drive at Segment 0550 Offset 2000, and on SR 8008 Ramps J, K, M, and L, for an overall project length of 7,400.00 linear feet (1.402 miles).

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.

May 28, 2026 14:46:15 PM Page 6 of 85

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 6,510.0000 N

CLASS 1 EXCAVATION

0204-0001 C1, H Cubic Yard 36.0000 N

CLASS 2 EXCAVATION

4205-0300 C1 Ton 100.0000 N Std

SELECTED BORROW EXCAVATION MODIFIED

0205-0364 C1 Ton 2,457.0000 N

SELECTED BORROW EXCAVATION ROCK, CLASS R-4

0206-0010 C1 Ton 283.0000 N

SELECT GRANULAR MATERIAL (2RC)

0212-0014 C3, H, M2 Square Yard 13,097.0000 N

GEOTEXTILE, CLASS 4, TYPE A

0313-0530 E Square Yard 10,317.0000 N SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, 3 TO < 10 MILLION ESALs, 25.0 MM MIX, 8" DEPTH

0316-0537 E, F1 Ton 659.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, FLEXIBLE BASE REPLACEMENT, PG 64S-22, 3 TO < 10 MILLION ESALs, 25.0

MM MIX

0350-0108 C, E Square Yard 10,317.0000 N

SUBBASE 8" DEPTH (NO. 2A)

0350-0120 C, E Cubic Yard 54.0000 N

SUBBASE (NO. 2A)

0412-0101 F Square Yard 13,268.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, THIN ASPHALT OVERLAY WEARING COURSE, PG 64E-22, 6.3MM MIX, 0.75"

DEPTH, SRL-E

0413-0286 F Square Yard 10,682.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG 64S-22, 3 TO < 10 MILLION ESALS, 12.5 MM MIX, 2"

DEPTH, SRL-L

0413-1029 F Ton 1,417.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE (SCRATCH), PG 64S-22, 3 TO < 10 MILLION ESALS, 9.5 MM

MIX, SRL-L

0413-3269 F Square Yard 17,769.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, RPS, PG 64S-22, 3 TO < 10 MILLION ESALS, 12.5 MM MIX, 2" DEPTH, SRL-E

0413-9999 X Dollar 8,174.0000 $1.00 Y

PERCENT WITHIN LIMITS (PWL) LOT INCENTIVE/DISINCENTIVE

May 28, 2026 14:46:15 PM Page 7 of 85

0460-0003 F4 Square Yard 73,121.0000 N

ASPHALT TACK COAT (NTT/CNTT)

0461-0002 F4 Gallon 939.0000 N

ASPHALT PRIME COAT

0490-0001 C1, F3 Square Yard 11,890.0000 N

REMOVAL OF EXISTING ASPHALT SURFACE COURSE

0491-0014 F3 Square Yard 18,134.0000 N MILLING OF ASPHALT PAVEMENT SURFACE, 2 1/2" DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR

0491-0019 F3 Square Yard 1,378.0000 N MILLING OF ASPHALT PAVEMENT SURFACE, VARIABLE DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR

4501-0020 G, G1, K Square Yard 315.0000 N Proj

PLAIN CEMENT CONCRETE PAVEMENT, 4" DEPTH INCLUDING REMOVAL OF EXISTING PAVEMENT

0501-0270 G Square Yard 350.0000 N

ACCELERATED REINFORCED CEMENT CONCRETE PAVEMENT, 10" DEPTH

0512-0001 G1, G4 Linear Foot 18,525.0000 N

LONGITUDINAL JOINT CLEANING AND SEALING

0514-0001 G1, G2 Square Yard 14,389.0000 N

DIAMOND GRINDING OF CONCRETE PAVEMENT

0515-0001 G1, G4 Linear Foot 9,068.0000 N

SAWING AND SEALING OF ASPHALT OVERLAYS

0516-2007 G1, G4 Linear Foot 5,873.0000 N

PATCHING JOINT

0516-2009 G1, G4 Linear Foot 120.0000 N

NEW PAVEMENT JOINT, NON-SKEWED

0516-2021 C1, E, G1 Cubic Yard 229.0000 N

SUBBASE MATERIAL FOR CONCRETE PAVEMENT PATCHING

0516-3034 G1 Square Yard 1,988.0000 N

ACCELERATED CONCRETE PAVEMENT PATCHING, TYPE A, 10" DEPTH

0516-3044 G1 Square Yard 380.0000 N

ACCELERATED CONCRETE PAVEMENT PATCHING, TYPE B, 10" DEPTH

0516-3054 G1 Square Yard 154.0000 N

ACCELERATED CONCRETE PAVEMENT PATCHING, TYPE C, 10" DEPTH

0521-0001 G4 Linear Foot 4,364.0000 N

TRANSVERSE JOINT CLEANING AND SEALING

0525-0034 G3 Square Foot 70.0000 N

CONCRETE PAVEMENT PARTIAL-DEPTH REPAIR, TYPE 2, ACCELERATED

0601-0506 H Linear Foot 119.0000 N

May 28, 2026 14:46:15 PM Page 8 of 85

36" THERMOPLASTIC PIPE, GROUP VI, 15'-2' FILL, SHORE/TRENCH BOX

0601-0507 H Linear Foot 213.0000 N

42" THERMOPLASTIC PIPE, GROUP VI, 15'-2' FILL, SHORE/TRENCH BOX

0601-5430 H, K1 Cubic Yard 3.0000 N

CLASS A CEMENT CONCRETE FOR MISCELLANEOUS DRAINAGE

0601-5901 H1 Linear Foot 2,043.0000 N

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

0601-6100 H Linear Foot 37.0000 N 14" X 23" ELLIPTICAL REINFORCED CONCRETE PIPE, TYPE A HORIZONTAL, < 1.5' FILL, 100 YEAR DESIGN LIFE

0601-6387 H Linear Foot 70.0000 N

38" X 60" ELLIPTICAL REINFORCED CONCRETE PIPE, TYPE A SHORE/TRENCH BOX HORIZONTAL, 2' - 1.5', 100 YEAR

DESIGN LIFE

0601-6399 H Linear Foot 252.0000 N

14" X 23" ELLIPTICAL REINFORCED CONCRETE PIPE, TYPE A SHORE/TRENCH BOX HORIZONTAL, 3' - 2', 100 YEAR

0601-6400 H Linear Foot 70.0000 N

19" X 30" ELLIPTICAL REINFORCED CONCRETE PIPE, TYPE A SHORE/TRENCH BOX HORIZONTAL, 3' - 2', 100 YEAR

0601-6402 H Linear Foot 75.0000 N

24" X 38" ELLIPTICAL REINFORCED CONCRETE PIPE, TYPE A SHORE/TRENCH BOX HORIZONTAL, 3' - 2', 100 YEAR

0601-7509 H Linear Foot 122.0000 N

18" REINFORCED CONCRETE PIPE, TYPE A, 7' - 3' FILL, SHORE/TRENCH BOX, 100 YEAR DESIGN LIFE

0601-7542 H Linear Foot 52.0000 N 42" REINFORCED CONCRETE PIPE, TYPE A, 15' - 2' FILL, SHORE/TRENCH BOX, 100 YEAR DESIGN LIFE

0604-7517 H Linear Foot 420.0000 N 24" REINFORCED CONCRETE PIPE, TYPE A, (OPEN JOINT), 7' - 3' FILL, SHORE/TRENCH BOX, 100 YEAR DESIGN LIFE

0604-7536 H Linear Foot 162.0000 N 36" REINFORCED CONCRETE PIPE, TYPE A, (OPEN JOINT), 7' - 3' FILL, SHORE/TRENCH BOX, 100 YEAR DESIGN LIFE

0605-1300 C1, H1 Each 13.0000 N

CLEANING DRAINAGE STRUCTURES

0605-2401 K Set 6.0000 N

MANHOLE FRAME AND COVER

0605-2640 K Each 1.0000 N

TYPE D ENDWALL FOR 18" PIPE

0605-2701 K Each 1.0000 N

BICYCLE SAFE INLET GRATE

0605-2731 K Set 4.0000 N

TYPE M CONCRETE TOP UNIT AND BICYCLE SAFE GRATE

May 28, 2026 14:46:15 PM Page 9 of 85

0605-2760 K Set 2.0000 N

TYPE D-H LEVEL CONCRETE TOP UNIT AND GRATES

0605-2850 K Each 4.0000 N

STANDARD INLET BOX, HEIGHT < /= 10'

4605-2850 K Each 8.0000 N Proj

STANDARD INLET BOX, HEIGHT < /= 10' CAST IN PLACE

0605-2854 K Each 3.0000 N

TYPE 4 INLET BOX, HEIGHT < /= 10'

0605-2882 K Each 1.0000 N

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

4605-2882 K Each 1.0000 N Proj

TYPE D-H INLET BOX, HEIGHT < /= 10' CAST IN PLACE

0605-3011 K Each 1.0000 N

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

0605-3030 K Each 1.0000 N

TYPE 6 MANHOLE, STORM WATER, HEIGHT < /=5'

0605-3041 K Each 1.0000 N

TYPE 7 MANHOLE, STORM WATER, HEIGHT >5' AND < /= 10'

4605-3061 K Each 1.0000 N Proj

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

0605-5721 K Set 13.0000 N

TYPE C CONCRETE TOP UNIT, 8" CURB HEIGHT AND BICYCLE SAFE GRATE

0608-0001 X Lump Sum 1.0000 N

MOBILIZATION

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 Std

EQUIPMENT PACKAGE

0616-1207 H Each 1.0000 N

CONCRETE END SECTIONS FOR 33" PIPE

0618-0027 H Each 4.0000 N

CONCRETE COLLAR FOR 33" PIPE EXTENSION

0619-0459 J1, J3 Each 4.0000 N

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

0620-0400 J Each 5.0000 N

TERMINAL SECTION, SINGLE

0620-0503 C1, J Linear Foot 4,510.0000 N

REMOVE EXISTING GUIDE RAIL (CONTRACTOR'S PROPERTY)

May 28, 2026 14:46:15 PM Page 10 of 85

0620-1600 J Linear Foot 2,663.0000 N

TYPE 31-S GUIDE RAIL

0620-1625 J Linear Foot 675.0000 N

TYPE 31-SC GUIDE RAIL

0620-1635 J Linear Foot 63.0000 N

TYPE 31-SCC GUIDE RAIL

0620-1660 J Each 5.0000 N

TYPE 31-STRONG POST ANCHOR TERMINAL

0620-1680 J Linear Foot 50.0000 N

TYPE 31-S GUIDE RAIL TO TYPE 31-SCC GUIDE RAIL TRANSITION

0620-2013 J Each 2.0000 N

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

0630-0041 K Linear Foot 330.0000 N

PLAIN CEMENT CONCRETE CURB, 8" HEIGHT

0630-0045 K Linear Foot 897.0000 N

PLAIN CEMENT CONCRETE CURB, 8" HEIGHT, INCLUDING REMOVAL OF EXISTING CURB

4633-0200 K Linear Foot 862.0000 N Proj

PLAIN CONCRETE MOUNTABLE CURB, TYPE A CLASS AA ACCELERATED CONCRETE (INCLUDING REMOVAL OF

EXISTING CURB)

4676-0001 K Square Yard 149.0000 N Proj

CEMENT CONCRETE SIDEWALK (INCLUDING REMOVAL OF EXISTING SIDEWALK)

0686-0040 X Lump Sum 1.0000 N

CONSTRUCTION SURVEYING, TYPE C

0689-0005 X Lump Sum 1.0000 N

CPM SCHEDULE, WITH UPDATES

0690-0002 X Dollar 6,000.0000 $1.00 Y

SEMI-FORMAL FACILITATION

E 0695-0004 K Square Foot 264.0000 N

DETECTABLE WARNING SURFACE, POLYMER COMPOSITE

O 0695-0003 K Square Foot 264.0000 N

DETECTABLE WARNING SURFACE, POLYMER CONCRETE

O 0695-0002 K Square Foot 264.0000 N

DETECTABLE WARNING SURFACE, CAST IRON

0802-0001 C1, M Cubic Yard 316.0000 N

TOPSOIL FURNISHED AND PLACED

0804-0025 M3 Pound 160.0000 N

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

May 28, 2026 14:46:15 PM Page 11 of 85

0806-0100 M2 Square Yard 400.0000 N

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

0845-0001 M2 Dollar 1,000.0000 $1.00 Y

UNFORESEEN WATER POLLUTION CONTROL

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 200.0000 N

COMPOST FILTER SOCK, 12" DIAMETER

0901-0001 Q Lump Sum 1.0000 N Proj

MAINTENANCE AND PROTECTION OF TRAFFIC DURING CONSTRUCTION

0901-0203 Q Each 1.0000 N

ARROW PANEL

0901-0240 Q, R Square Foot 100.0000 N

ADDITIONAL TRAFFIC CONTROL SIGNS

0901-0320 O Linear Foot 16,600.0000 N

4" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, YELLOW

0901-0330 O Linear Foot 29,100.0000 N

4" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, WHITE

0901-0461 Q Each 7.0000 N

FULL-MATRIX CHANGEABLE MESSAGE SIGN WITHOUT TELECOMMUNICATIONS

0931-0001 R Square Foot 42.0000 N

POST MOUNTED SIGNS, TYPE B

0935-0001 R Square Foot 693.0000 N

POST MOUNTED SIGNS, TYPE F

0937-0314 R Each 1.0000 N FLEXIBLE DELINEATOR POST, SURFACE-MOUNT TYPE SM-2, YELLOW POST WITH YELLOW/YELLOW SHEETING

0937-0332 R Each 1.0000 N FLEXIBLE DELINEATOR POST, GROUND-MOUNT TYPE GM-2, WHITE POST WITH WHITE/WHITE SHEETING

0937-0333 R Each 41.0000 N FLEXIBLE DELINEATOR POST, GROUND-MOUNT TYPE GM-2, YELLOW POST WITH YELLOW/BLANK SHEETING

0937-0339 R Each 13.0000 N FLEXIBLE DELINEATOR POST, GROUND-MOUNT TYPE GM-2, RED POST WITH WHITE/BLANK SHEETING

0956-0101 P8 Linear Foot 2,790.0000 N

LOOP SENSOR

0962-1000 O Linear Foot 9,940.0000 N

4" WHITE WATERBORNE PAVEMENT MARKINGS

May 28, 2026 14:46:15 PM Page 12 of 85

0962-1001 O Linear Foot 8,530.0000 N

6" WHITE WATERBORNE PAVEMENT MARKINGS

0962-1002 O Linear Foot 200.0000 N

8" WHITE WATERBORNE PAVEMENT MARKINGS

0962-1005 O Linear Foot 10,360.0000 N

4" YELLOW WATERBORNE PAVEMENT MARKINGS

0964-0021 O Linear Foot 409.0000 N

24" WHITE EPOXY PAVEMENT MARKINGS

0964-0022 O Linear Foot 115.0000 N

24" YELLOW EPOXY PAVEMENT MARKINGS

0964-0101 O3 Each 15.0000 N

WHITE EPOXY LEGEND, "ONLY", 8' - 0"

0964-0222 O3 Each 11.0000 N

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

0964-0224 O3 Each 27.0000 N

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

0971-0001 R Each 2.0000 N

REMOVE POST MOUNTED SIGNS, TYPE B

0975-0001 R Each 7.0000 N

REMOVE POST MOUNTED SIGNS, TYPE F

1001-1080 S2 Cubic Yard 3.0000 N

CLASS AA CEMENT CONCRETE

1001-1140 K Cubic Yard 100.0000 N

CLASS C CEMENT CONCRETE

1002-0052 S7 Pound 528.0000 N

REINFORCEMENT BARS, EPOXY COATED

1041-0010 F3, S2 Square Yard 1,168.0000 N

SCARIFICATION, 1/4" DEPTH

1047-0010 S3 Square Yard 1,730.0000 N

POLYESTER POLYMER CONCRETE OVERLAY, 1"

8800-1000 H Lump Sum 1.0000 N Proj

SEWER PIPE AND MANHOLE RELOCATION

9000-0001 J1 Linear Foot 206.0000 N Proj

REMOVE EXISTING CONCRETE BARRIER (CONTRACTOR PROPERTY)

9000-0003 F3 Dollar 1,000.0000 $1.00 Y Proj

MILLED BLEEDER CHANNELS MILLED MATERIAL RETAINED BY CONTRACTOR

9000-0004 J, J1 Each 1.0000 N Proj

May 28, 2026 14:46:15 PM Page 13 of 85

REMOVE EXISTING IMPACT ATTENUATOR (DEPARTMENT PROPERTY)

9000-0005 C1 Cubic Yard 50.0000 N Std

SOLUTION CAVITY EXCAVATION

9000-0006 S9 Square Yard 5.0000 N Proj

CONCRETE BRIDGE DECK REPAIR, TYPE 2

9000-0007 M2 Lump Sum 1.0000 N Proj

TEMPORARY PUMP AND BYPASS SYSTEM

9000-0013 K Lump Sum 1.0000 N Proj

REMOVE CAPPED INLET BOX UNDER PAVEMENT AND EXISTING RC ELIPTICAL CROSS PIPE

9000-1000 C1 Each 12.0000 N Proj

TEST HOLES FOR UTILITY VERIFICATION

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

9008-0101 T5 Linear Foot 517.0000 N Proj

TWO PART, RAPID CURE, SILICONE JOINT SEALANT

9018-0050 T1 Lump Sum 1.0000 N Proj

REMOVAL OF PORTION OF EXISTING BRIDGE

9041-0011 F3 Square Yard 223.0000 N Proj

SCARIFICATION, VARIABLE DEPTH

9047-0012 S2 Cubic Yard 6.0000 N Proj

POLYESTER POLYMER CONCRETE

9601-7528 H Linear Foot 164.0000 N Proj

33" REINFORCED CONCRETE PIPE, TYPE A, 15'-3' FILL, SHORE/TRENCH BOX HORIZONTAL, 3'-2', 100 YEAR DESIGN

LIFE

9605-0001 K, K1 Lump Sum 1.0000 N Proj

MODIFY EXISTING INLET BOX TO CONNECT NEW PIPE

9605-0002 K, K1 Lump Sum 1.0000 N Proj

MODIFY EXISTING DRAINAGE STRUCTURE TO CONNECT NEW PIPES

9605-0003 K Each 1.0000 N Proj

TYPE F INLET CAST-IN-PLACE

9605-2701 K Each 1.0000 N Proj

BICYCLE SAFE INLET GRATE, NON STD SIZE, FIELD MEASURE

9605-2731 K Set 4.0000 N Proj

CAST-IN-PLACE TYPE M CONCRETE TOP UNIT AND BICYCLE SAFE GRATE

9605-2854 K Each 1.0000 N Proj

CAST-IN-PLACE, TYPE 4 INLET BOX, HEIGHT < /= 10'

May 28, 2026 14:46:15 PM Page 14 of 85

9605-2858 K Each 4.0000 N Proj

TYPE 5 INLET BOX, HEIGHT < /= 10', CAST IN PLACE

9610-0001 H2 Each 6.0000 N Proj

CONNECT EXISTING PAVEMENT BASE DRAIN TO PROPOSED INLET OR PIPE

9620-2011 J, J1 Each 2.0000 N Proj THRIE-BEAM GUIDE RAIL TO CONCRETE BRIDGE BARRIER TRANSITION WITH INLET WITHOUT CURB

9621-0312 J, J1, K1 Linear Foot 1,111.0000 N Proj REMOVE EXISTING METAL MEDIAN BARRIER (CONTRACTOR'S PROPERTY) INCLUDES CONCRETE MEDIAN REPAIR

9624-0002 J, J2 Lump Sum 1.0000 N Proj

REMOVE AND RESET FENCE

9676-0001 K Square Yard 257.0000 N Proj

CEMENT CONCRETE SIDEWALK MODIFIED

9705-0102 T6 Linear Foot 185.0000 N Proj

2 1/2" OPENING PRECOMPRESSED, SILICONE AND FOAM HYBRID JOINT SEALING MATERIAL

9810-0200 M1 Square Yard 2,660.0000 N Proj

HERBICIDE APPLICATION, NONSELECTIVE INCLUDES TREE REMOVAL

9910-0001 P, P8 Lump Sum 1.0000 N Proj

REMOVE AND RESET DECORATIVE LIGHT POLE

9951-0001 P Lump Sum 1.0000 N Proj

REMOVE AND RESET TRAFFIC SIGNAL SUPPORT, PEDESTAL

May 28, 2026 14:46:15 PM Page 15 of 85

SPECIAL PROVISIONS

Special Provision: 00 - a00001 ENVIRONMENTAL RESOURCE AVOIDANCE Addendum:

Action:

Item(s) Associated:

Header:

ENVIRONMENTAL RESOURCE AVOIDANCE - SPRINGETTSBURY PARK

Provision Body:

Springettsbury Park, a Section 4(f)/Section 2002 resource, is located adjacent to SR 24 from Whiteford Rd (STA 410+50 RT) to Pleasant Valley Rd (STA 427+48 RT). Do not stage, store, stockpile, or waste construction material or equipment within the property boundary of Springettsbury Park.

Archaeological resources are located adjacent to S.R. 1033 (N. Sherman Street) between STA 520+00 to 540+00. Do not stage, store, stockpile, or waste construction material or equipment beyond existing right-of-way.

Project Specific Details:

Special Provision: G51A - a00051 APPLICABLE DESIGNATED SPECIAL PROVISIONS (STATE) Addendum:

APPLICABLE DESIGNATED SPECIAL PROVISIONS (STATE)

Provision Body:

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

DSP4. Diverse Business (DB) Requirements for Non-Federally Funded Construction Projects.

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

DSP15. Commonwealth Standard Terms and Conditions.

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

May 28, 2026 14:46:15 PM Page 16 of 85

Addendum:

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.

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.

May 28, 2026 14:46:15 PM Page 17 of 85

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

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.

May 28, 2026 14:46:15 PM Page 18 of 85

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.

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 approved Post Construction Stormwater Management (PCSM) Plan.

May 28, 2026 14:46:15 PM Page 19 of 85

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.

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

May 28, 2026 14:46:15 PM Page 20 of 85

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

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.

May 28, 2026 14:46:15 PM Page 21 of 85

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.

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.);

May 28, 2026 14:46:15 PM Page 22 of 85

(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.

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

May 28, 2026 14:46:15 PM Page 23 of 85 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.

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.