839923padot114206.pdf
PDF 1 MB Posted
- Attached to
- McGovernville Rd Improvements
- Solicitation number
- 114206
- Issued by
- Lancaster County, Pennsylvania
About this file
This is a Proposal Report for Project 114206, the McGovernville Road Improvements project issued by PennDOT (Pennsylvania Department of Transportation) for State Route 0741, Section 031, in Lancaster County, Manheim Township. The project involves construction of a new roundabout at the intersection of SR 0741, Apollo Drive, and the PA 283 Eastbound Ramps, along with splitter islands, roadway alignment adjustments, full-depth reconstruction, embankment grading, drainage replacements, guiderail updates, stormwater management basin, curb installation, new lighting system, tree removal and trimming, signing and pavement markings across 1,740.66 linear feet (0.330 mile). The bid package includes numerous line items encompassing clearing and grubbing, excavation, asphalt paving (base course, binder course, and wearing course), concrete pavement, drainage structures, lighting infrastructure, traffic control, erosion and sediment control, landscaping, and signage. The project is scheduled to let on September 17, 2026, with an anticipated Notice to Proceed of November 2, 2028, and required completion by August 22, 2028. No pre-bid meeting is specified. Prequalification is required for bidding.
The project cost range is estimated between $2,500,000 and $4,999,999.99, with the contract unit price ($1.00) applied to a lump sum dollar item of $1,000 for semi-formal facilitation. The project is federally funded and classified as a Standard project type under PennDOT Oversight for non-NHS routes. DBE requirements are set at 0%, and prevailing wage rates apply. The project incorporates multiple Designated Special Provisions (DSPs) including federal requirements for DBE, Buy America, Executive Order 11246, lobbying certifications, federal audit clauses, Title VI non-discrimination assurances, and prohibitions on unmanned aircraft systems from covered foreign entities. Special provisions address NPDES permit requirements, erosion and sediment control plans, concrete and asphalt pavement ride quality evaluation with incentive payments, material storage and prepayment procedures, and electronic ticketing for aggregate and concrete. Bid opening will occur at the Commonwealth Keystone Building, 7th Floor, Contract Awards Room, 400 North Street, Harrisburg, with all addenda posted electronically through ECMS.
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Text version
PROPOSAL Report - Project 114206
August 14, 2026 14:03:56 PM Page 1 of 101
PROPOSAL REPORT
Project: 114206 Bid
Package: 1
Current Let: 09/17/2026 11:00:00 AM
Version: Current Addendum
Count: 0
District: 08 County: Lancaster
SR/SEC/
Group ID: 741/031/---
Description
McGovernville Rd Improvements
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TABLE OF CONTENTS
BID PACKAGE SUMMARY
PROJECT ITEMS AND QUANTITIES
SPECIAL PROVISIONS
00 - a00002 SEPARATE NPDES PERMIT REQUIREMENTS G50B - a00050 APPLICABLE DESIGNATED SPECIAL PROVISIONS (FEDERAL) G113B - a00113 CONTRACT PROVISIONS - RIGHT-TO-KNOW LAW C164A - a00164 CHANGES TO SPECIFICATIONS: SECTION 106 C166A - a00166 CHANGES TO SPECIFICATIONS: SECTIONS 107 AND 608 C166A - a00166 CHANGES TO SPECIFICATIONS: SECTIONS 107 AND 608 C167A - a00167 CHANGES TO SPECIFICATIONS: APPENDIX C—DESIGNATED SPECIAL PROVISIONS and APPENDIX C, DSP 20
C167A - a00167 CHANGES TO SPECIFICATIONS: APPENDIX C—DESIGNATED SPECIAL PROVISIONS and APPENDIX C, DSP 20
C168A - a00168 CHANGES TO SPECIFICATIONS: SECTIONS 110, 404, AND 507 C169A - a00169 CHANGES TO SPECIFICATIONS: SECTION 419 C170A - a00170 CHANGES TO SPECIFICATIONS: SECTIONS 110, 501, 506, 530, 703, and 704 C171A - a00171 CHANGES TO SPECIFICATIONS: SECTIONS 313, 314, 360, 410, 412, and 413 ... 48 C172A - a00172 CHANGES TO SPECIFICATIONS: SECTIONS 107, 871, 872, 875, and 876 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
G1601A - a01601 E.E.O. COVERED AREA G2302A - a02302 Worker Protection and Investment G60B - a02401 NIGHT SHIFT G110B - a02601 START OF WORK G50E - a02801 GUIDE RAIL MOUNTED DELINEATORS 00 - a10603 EXPANDED FOAM BACKFILL FOR POST-MOUNTED SIGNS 00 - a12201 POST MOUNTED & STRUCTURE MOUNTED SIGNS 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 S6012B - b06012 SECTION 601.3(f) BACKFILLING TRENCH 00 - b06051 SECTION 605.3
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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 00 - c02051 ITEM 4205-0300 - SELECTED BORROW EXCAVATION (SOLUTION CAVITIES) I6091L - c06091 ITEM 0609-0009 - EQUIPMENT PACKAGE 00 - c06301 ITEM 4630-0041 - PLAIN CEMENT CONCRETE CURB, 8" HEIGHT, MODIFIED 00 - c09011 ITEM 0901-0001 - MAINTENANCE AND PROTECTION OF TRAFFIC DURING
CONSTRUCTION
I19992A - c19992 ITEM 1999-9999 - TRAINEES 00 - c90001 ITEM 9000-0001 - FLAGPOLE FOUNDATION WITH SLEEVE 00 - c90003 ITEM 9000-0002 - SERVICE DISCONNECT 00 - c90005 ITEM 9000-0004 - FOREIGN BORROW EXCAVATION, LANDSCAPING RIVER ROCK. 88 00 - c90007 ITEM 9000-0005 - ASPHALT BUILD-UP 00 - c90009 ITEM 9000-0006 - TYPE 31-S GUIDE RAIL HEIGHT TRANSITION TO EXISTING
GUIDE RAIL
00 - c90011 ITEM 9000-0132 - REMOVAL OF LIGHTING MATERIALS 00 - c90013 ITEM 9000-0600 - 4" PERFORATED PIPE 00 - c90015 ITEM 9000-0601 - CLEANOUTS 00 - c90017 ITEM 9000-0800 - AMENDED SOIL MIXTURE 00 - c90019 ITEM 9000-0801 - PLUG PLANTINGS 00 - c90021 ITEM 9000-0802 - SHRUB PLANTINGS 00 - c90023 ITEM 9000-0803 - WATERING 00 - c90025 ITEM 9000-0804 - PERIOD OF PLANT ESTABLISHMENT 00 - c90027 ITEM 9000-1902 - WEIGHTED SEDIMENT FILTER TUBE 00 - c90029 ITEM 9000-1905 - SOLUTION CAVITY EXCAVATION 00 - c90031 ITEM 9000-2001 - REMOVAL OF EXISTING ASPHALT RUMBLE STRIPS I68C - c90033 ITEM 9000-5101 - ELECTRONIC TICKETING (E-TICKETING) FOR
CONSTRUCTION AGGREGATE
I70C - c90035 ITEM 9000-5103 - ELECTRONIC TICKETING (E-TICKETING) FOR
CONSTRUCTION CONCRETE
00 - c90037 ITEM 9000-8021 - CONVENTIONAL LUMINAIRE, LED, 9000 LUMENS, TYPE III, 4000K
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BID PACKAGE SUMMARY
Project: 114206 Bid Package: 1
Project Type: Standard Posted:
Federal Project Status: PENNDOT Oversight Non-NHS State Type of Work: RECONSTRUCTION
Prequalification Required: Yes Pre-Bid Meeting: None
408 Version: 2026-IE
Scheduled Let: 09/17/2026 11:00:00 AM Project Cost Range: $2,500,000.00 - $4,999,999.99 Anticipated NTP: 11/02/2026 Structure Work: 0.00%
Required Completion: 08/22/2028 DBE: 0% Wage Rates: Yes
Description:
The SR 741 McGovernville Road Improvements project is the construction of a new roundabout at the intersection of SR 0741, Apollo Drive, and the PA 283 Eastbound Ramps. Work also includes constructing splitter islands, horizontal & vertical alignment adjustments along PA 741, existing roadway removal, full-depth reconstruction, embankment grading, drainage replacements, guiderail updates, storm water management basin, curb installation, new lighting system, tree removal/trimming, signing & pavement markings, and other miscellaneous construction activities, all as indicated on the approved drawings included in the Bid Package for STATE ROUTE 0741, SECTION 031, in LANCASTER COUNTY, MANHEIM TOWNSHIP, from Segment 0040 Offset 1227 to Segment 0050 Offset 1602, for an overall project length of 1,740.66 linear feet (0.330 mile).
Additional Information:
This is an ECMS project. All Addenda will be electronically posted.The location of the public bid opening is the Commonwealth Keystone Building, 7th Floor, Contract Awards Room, 400 North Street, Harrisburg. Allow sufficient time before the bid opening to contact Contract Awards and be escorted to the 7th Floor Contract Awards Room. Contract Awards can be reached at 717-395-9754.
Due to recent changes in the Keystone Building, there is no longer a reception on the 5th Floor to greet and check-in visitors.
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PROJECT ITEMS AND QUANTITIES
Alt Item Work Class Code Unit Of
Measure Quantity Unit Price PDP Spec
Prov Add Action
0201-0001 A Lump Sum 1.0000 N
CLEARING AND GRUBBING
0203-0001 C Cubic Yard 19,305.0000 N
CLASS 1 EXCAVATION
0203-0006 G4 Linear Foot 104.0000 N
SAW CUTTING
0204-0001 C1, H Cubic Yard 131.0000 N
CLASS 2 EXCAVATION
0204-0150 C1, H, S Cubic Yard 103.0000 N
CLASS 4 EXCAVATION
0205-0264 C1 Cubic Yard 440.0000 N
SELECTED BORROW EXCAVATION ROCK, CLASS R-4
4205-0300 C1 Ton 121.0000 N Proj
SELECTED BORROW EXCAVATION MODIFIED
0208-0001 C Hour 20.0000 N
SPECIAL ROLLING
0208-0002 C1 Cubic Yard 338.0000 N
EXCAVATION/BACKFILL/COMPACTION
0208-0003 C3, H, M2 Square Yard 633.0000 N
GEOTEXTILE CLASS 4
0212-0001 C3, H, M2 Linear Foot 6,208.0000 N
GEOTEXTILE, CLASS 1
0212-0014 C3, H, M2 Square Yard 17,979.0000 N
GEOTEXTILE, CLASS 4, TYPE A
0313-0423 E Square Yard 9,464.0000 N
SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, 0.3 TO < 3 MILLION ESALs, 25.0 MM MIX, 4 1/2"
DEPTH
0350-0106 C, E Square Yard 18,675.0000 N
SUBBASE 6" DEPTH (NO. 2A)
0413-0524 F Square Yard 10,286.0000 N
SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG 64E-22, 0.3 TO < 3 MILLION ESALS, 12.5 MM MIX, 2"
DEPTH, SRL-H
0413-1024 F Ton 14.0000 N
SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE (SCRATCH), PG 64S-22, 0.3 TO < 3 MILLION ESALS, 9.5
MM MIX, SRL-L
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0413-6045 F Square Yard 9,215.0000 N
SUPERPAVE ASPHALT MIXTURE DESIGN, BINDER COURSE, PG 64S-22, 0.3 TO < 3 MILLION ESALS, 19.0 MM MIX, 2 1/2"
DEPTH
0460-0001 F4 Square Yard 20,256.0000 N
ASPHALT TACK COAT
0461-0001 F4 Square Yard 189.0000 N
ASPHALT PRIME COAT
0491-0014 F3 Square Yard 470.0000 N MILLING OF ASPHALT PAVEMENT SURFACE, 2 1/2" DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR
0491-0019 F3 Square Yard 67.0000 N MILLING OF ASPHALT PAVEMENT SURFACE, VARIABLE DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR
0501-0020 G, G1, K Square Yard 584.0000 N
PLAIN CEMENT CONCRETE PAVEMENT, 4" DEPTH
0501-0028 G Square Yard 556.0000 N
PLAIN CEMENT CONCRETE PAVEMENT, 8" DEPTH
0601-0353 H Linear Foot 496.0000 N
18" THERMOPLASTIC PIPE, GROUP III, 8'-2' FILL
0601-7014 H Linear Foot 329.0000 N
18" REINFORCED CONCRETE PIPE, TYPE A, 15' - 2' FILL, 100 YEAR DESIGN LIFE
0601-7313 H Linear Foot 211.0000 N
18" REINFORCED CONCRETE PIPE, TYPE B, 15' - 1.5' FILL
0601-7409 H Linear Foot 77.0000 N
18" REINFORCED CONCRETE PIPE, TYPE A, 7' - 3' FILL, SHORE/TRENCH BOX, 100 YEAR DESIGN LIFE (WITH
RESILIENCY MEASURES)
0604-0353 H Linear Foot 13.0000 N
18" PERFORATED THERMOPLASTIC PIPE, GROUP IIIP, 8'-2' FILL
0604-7014 H Linear Foot 129.0000 N 18" REINFORCED CONCRETE PIPE, TYPE A, (OPEN JOINT), 15' - 2' FILL, 100 YEAR DESIGN LIFE
0605-2401 K Set 2.0000 N
MANHOLE FRAME AND COVER
0605-2730 K Set 6.0000 N
TYPE M CONCRETE TOP UNIT AND GRATE
0605-2731 K Set 2.0000 N
TYPE M CONCRETE TOP UNIT AND BICYCLE SAFE GRATE
0605-2770 K Set 1.0000 N
TYPE C FRAME AND GRATE
0605-2771 K Set 3.0000 N
TYPE C FRAME AND BICYCLE SAFE GRATE
0605-2780 K Set 4.0000 N
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TYPE M FRAME AND GRATE
0605-2781 K Set 5.0000 N
TYPE M FRAME AND BICYCLE SAFE GRATE
0605-2850 K Each 23.0000 N
STANDARD INLET BOX, HEIGHT < /= 10'
0605-2854 K Each 7.0000 N
TYPE 4 INLET BOX, HEIGHT < /= 10'
0605-3011 K Each 2.0000 N
TYPE 4 MANHOLE, STORM WATER, HEIGHT >5' AND < /= 10'
0605-5720 K Set 1.0000 N
TYPE C CONCRETE TOP UNIT, 8" CURB HEIGHT AND GRATE
0605-5721 K Set 8.0000 N
TYPE C CONCRETE TOP UNIT, 8" CURB HEIGHT AND BICYCLE SAFE GRATE
0608-0001 X Lump Sum 1.0000 N
MOBILIZATION
0609-0003 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
0610-7002 H2 Linear Foot 5,836.0000 N
6" PAVEMENT BASE DRAIN
0610-7400 H2 Cubic Yard 5.0000 N
ADDITIONAL COARSE AGGREGATE FOR EXTRA DEPTH PAVEMENT BASE DRAIN
0615-0022 H2 Linear Foot 221.0000 N
6" SUBSURFACE DRAIN OUTLETS
0615-0050 H2 Each 9.0000 N
SUBSURFACE DRAIN OUTLET ENDWALL (SLOPED)
0615-0066 C1, H2, R Each 9.0000 N
66" RED SUBSURFACE DRAIN OUTLET MARKER
0619-0459 J1, J3 Each 2.0000 N
PERMANENT IMPACT ATTENUATING DEVICE, TYPE II, TEST LEVEL 3, TANGENT (MASH)
0620-0503 C1, J Linear Foot 1,122.0000 N
REMOVE EXISTING GUIDE RAIL (CONTRACTOR'S PROPERTY)
0620-0900 C1, J Each 1.0000 N
REMOVE CONCRETE ANCHORAGE
0620-1600 J Linear Foot 425.0000 N
TYPE 31-S GUIDE RAIL
August 14, 2026 14:03:56 PM Page 8 of 101
0627-3019 J1 Linear Foot 1,645.0000 N
TEMPORARY BARRIER, TEST LEVEL 3, BARRIER DEFLECTION DISTANCE < /=1'
0628-3019 J1 Linear Foot 338.0000 N
RESET TEMPORARY BARRIER, TEST LEVEL 3, BARRIER DEFLECTION DISTANCE < /=1'
0630-0041 K Linear Foot 194.0000 N
PLAIN CEMENT CONCRETE CURB, 8" HEIGHT
4630-0041 K Linear Foot 448.0000 N Proj
PLAIN CEMENT CONCRETE CURB, 8" HEIGHT MODIFIED
0633-0200 K Linear Foot 1,543.0000 N
PLAIN CONCRETE MOUNTABLE CURB, TYPE A
0633-0230 K Linear Foot 552.0000 N
PLAIN CONCRETE MOUNTABLE CURB, ROUNDABOUT TRUCK APRON CURB
0641-0005 K Square Yard 170.0000 N
PLAIN CEMENT CONCRETE CURB GUTTER
0686-0020 X Lump Sum 1.0000 N
CONSTRUCTION SURVEYING, TYPE B
0689-0003 X Lump Sum 1.0000 N
CPM SCHEDULE
0690-0002 X Dollar 1,000.0000 $1.00 Y
SEMI-FORMAL FACILITATION
0696-0610 J1 Each 6.0000 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
0703-0025 C1, H Cubic Yard 15.0000 N
NO. 57 COARSE AGGREGATE
0802-0001 C1, M Cubic Yard 3,048.0000 N
TOPSOIL FURNISHED AND PLACED
0804-0025 M3 Pound 46.0000 N
SEEDING AND SOIL SUPPLEMENTS - FORMULA B RESIDENTIAL MIX, INCLUDING MULCH
0804-0027 M3 Pound 1,477.0000 N
SEEDING AND SOIL SUPPLEMENTS - FORMULA L CLEAR ZONE MIX, INCLUDING MULCH
0804-0032 M3 Pound 52.0000 N
SEEDING - FORMULA T TEMPORARY GRASS MIX, INCLUDING MULCH
0805-0044 M3 Square Yard 4.0000 N
MULCHING - SPENT MUSHROOM SOIL COMPOST
0805-0050 M3 Square Yard 4.0000 N
MULCH CONTROL NETTING
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0806-0112 M2 Square Yard 2,583.0000 N
TEMPORARY SHORT-TERM, ROLLED EROSION CONTROL PRODUCT, TYPE 2C
0806-0140 M2 Square Yard 1,055.0000 N
PERMANENT ROLLED EROSION CONTROL PRODUCT, TYPE 5A
0810-0052 A, M1 Each 3.0000 N
SELECTIVE TREE REMOVAL
0811-0003 J2, M Linear Foot 176.0000 N
TEMPORARY PROTECTIVE FENCE
0845-0001 M2 Dollar 2,000.0000 $1.00 Y
UNFORESEEN WATER POLLUTION CONTROL
0849-0020 C1 Each 4.0000 N
ROCK CONSTRUCTION ENTRANCE WITH WASH RACK
0850-0031 C1 Cubic Yard 427.0000 N
ROCK, CLASS R-3
0850-0032 C1 Cubic Yard 15.0000 N
ROCK, CLASS R-4
0850-0033 C1 Cubic Yard 6.0000 N
ROCK, CLASS R-5
0855-0003 M2 Each 4.0000 N
PUMPED WATER FILTER BAG
0855-0004 M2 Each 4.0000 N
REPLACEMENT PUMPED WATER FILTER BAG
0860-0000 M2 Each 11.0000 N
INLET FILTER BAG FOR TYPE M INLET
0860-0002 M2 Each 15.0000 N
INLET FILTER BAG FOR TYPE C INLET
0860-0010 M2 Each 5.0000 N
CONCRETE BLOCK/GRAVEL INLET PROTECTION FOR TYPE M INLET
0867-0012 M2 Linear Foot 2,035.0000 N
COMPOST FILTER SOCK, 12" DIAMETER
0867-0018 M2 Linear Foot 1,345.0000 N
COMPOST FILTER SOCK, 18" DIAMETER
0867-0032 C1, H, M2 Linear Foot 508.0000 N
COMPOST FILTER SOCK, 32" DIAMETER
0871-0001 C1, H Each 2.0000 N
CONCRETE ANTI-SEEP COLLAR
0875-0001 C1, H Each 1.0000 N
August 14, 2026 14:03:56 PM Page 10 of 101
CONCRETE OUTLET STRUCTURE
0901-0001 Q Lump Sum 1.0000 N Proj
MAINTENANCE AND PROTECTION OF TRAFFIC DURING CONSTRUCTION
0901-0240 Q, R Square Foot 250.0000 N
ADDITIONAL TRAFFIC CONTROL SIGNS
0901-0320 O Linear Foot 9,055.0000 N
4" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, YELLOW
0901-0330 O Linear Foot 5,825.0000 N
4" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, WHITE
0901-0331 O Linear Foot 1,335.0000 N
6" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, WHITE
0901-0450 Q Each 3.0000 N
3-LINE CHANGEABLE MESSAGE SIGN WITH TELECOMMUNICATIONS
0910-0002 C1, P8 Each 6.0000 N
JUNCTION BOXES J.B.-2
0910-0154 P8 Each 8.0000 N
POLE FOUNDATION, TYPE FC
0910-0308 P8 Each 1.0000 N
STEEL LIGHTING POLE WITH 12-FOOT BRACKET ARM (35-FOOT MOUNTING HEIGHT) TYPE S
0910-0310 P8 Each 4.0000 N
STEEL LIGHTING POLE WITH 15-FOOT BRACKET ARM (35-FOOT MOUNTING HEIGHT) TYPE S
0910-0312 P8 Each 3.0000 N
STEEL LIGHTING POLE WITH 20-FOOT BRACKET ARM (35-FOOT MOUNTING HEIGHT) TYPE S
0910-4116 P8 Linear Foot 11,100.0000 N
AWG 8 UNDERGROUND CABLE, COPPER, 1 CONDUCTOR
0910-5055 C1, P8 Linear Foot 2,183.0000 N
2" DIRECT BURIAL CONDUIT
0910-5500 C1, P8 Each 7.0000 N
BURIED CABLE AND CONDUIT MARKER
0910-6000 C1, P8 Linear Foot 2,183.0000 N
TRENCH
0910-7020 P8 Each 1.0000 N
COMPLETE POWER SUPPLY SYSTEM
0910-7025 P8 Lump Sum 1.0000 N
ASSET NUMBERING SYSTEM UPDATE EFFORT
0910-7210 P8 Lump Sum 1.0000 N
TESTING OF ENTIRE LIGHTING SYSTEM
August 14, 2026 14:03:56 PM Page 11 of 101
0930-0004 R Square Foot 298.0000 N
POST MOUNTED SIGNS, TYPE A
0930-0101 R Pound 1,354.0000 N
STEEL S OR W BEAM POSTS
0930-0110 R Each 6.0000 N
BREAKAWAY SYSTEM REPLACEMENT
0931-0001 R Square Foot 319.0000 N
POST MOUNTED SIGNS, TYPE B
0935-0001 R Square Foot 146.0000 N
POST MOUNTED SIGNS, TYPE F
0937-0330 R Each 12.0000 N FLEXIBLE DELINEATOR POST, GROUND-MOUNT TYPE GM-2, WHITE POST WITH WHITE/BLANK SHEETING
0937-0333 R Each 29.0000 N FLEXIBLE DELINEATOR POST, GROUND-MOUNT TYPE GM-2, YELLOW POST WITH YELLOW/BLANK SHEETING
0941-0001 R Each 3.0000 N
RESET POST MOUNTED SIGNS, TYPE B
0945-0001 R Each 2.0000 N
RESET POST MOUNTED SIGNS, TYPE F
0958-0281 P, Q Each 14.0000 N
TEMPORARY TIMING ADJUSTMENTS TO EXISTING PERMANENT TRAFFIC SIGNAL CONTROLLER
0960-0001 O2 Linear Foot 5,840.0000 N
4" WHITE HOT THERMOPLASTIC PAVEMENT MARKINGS
0960-0002 O2 Linear Foot 7,745.0000 N
4" YELLOW HOT THERMOPLASTIC PAVEMENT MARKINGS
0960-0005 O2 Linear Foot 155.0000 N
6" WHITE HOT THERMOPLASTIC PAVEMENT MARKINGS
0960-0008 O2 Linear Foot 334.0000 N
8" WHITE HOT THERMOPLASTIC PAVEMENT MARKINGS
0960-0011 O2 Linear Foot 213.0000 N
12" WHITE HOT THERMOPLASTIC PAVEMENT MARKINGS
0963-0001 O2, O3 Square Foot 1,950.0000 N
PAVEMENT MARKING REMOVAL
0963-0004 O2, O3 Linear Foot 250.0000 N
4" PAVEMENT MARKING REMOVAL
0965-0021 O2 Linear Foot 28.0000 N
24" WHITE PREFORMED THERMOPLASTIC PAVEMENT MARKINGS
0965-0224 O2 Each 3.0000 N
WHITE PREFORMED THERMOPLASTIC LEGEND, "LEFT ARROW", 12' - 0" X 3' - 0"
August 14, 2026 14:03:56 PM Page 12 of 101
0965-0230 O2 Each 1.0000 N
WHITE PREFORMED THERMOPLASTIC LEGEND, "WRONG WAY ARROW", 23' - 0"
0965-0256 O2 Linear Foot 74.0000 N WHITE PREFORMED THERMOPLASTIC LEGEND, "YIELD LINE", 24" X 36" TRIANGLE, (MIN 4 TRIANGLES PER LINE)
0966-0011 O1 Each 20.0000 N
SNOWPLOWABLE RAISED PAVEMENT MARKER TWO WAY HOLDER WITH REFLECTOR (Y/Y)
0966-0014 O1 Each 16.0000 N
SNOWPLOWABLE RAISED PAVEMENT MARKER TWO WAY HOLDER WITH REFLECTOR (Y/R)
0966-0015 O1 Each 11.0000 N
SNOWPLOWABLE RAISED PAVEMENT MARKER TWO WAY HOLDER WITH REFLECTOR (W/R)
0966-0017 O1 Each 44.0000 N
SNOWPLOWABLE RAISED PAVEMENT MARKER TWO WAY HOLDER WITH REFLECTOR (Y/B)
0966-0018 O1 Each 141.0000 N
SNOWPLOWABLE RAISED PAVEMENT MARKER TWO WAY HOLDER WITH REFLECTOR (W/B)
0971-0001 R Each 35.0000 N
REMOVE POST MOUNTED SIGNS, TYPE B
0974-0001 R Each 2.0000 N
REMOVE POST MOUNTED SIGNS, TYPE E
0975-0001 R Each 56.0000 N
REMOVE POST MOUNTED SIGNS, TYPE F
1001-1140 K Cubic Yard 15.0000 N
CLASS C CEMENT CONCRETE
1999-9999 Z Hour 1,000.0000 N Std
TRAINEES
9000-0001 J Lump Sum 1.0000 N Proj
FLAGPOLE FOUNDATION WITH SLEEVE
9000-0002 P8 Each 1.0000 N Proj
SERVICE DISCONNECT
9000-0004 M Cubic Yard 70.0000 N Proj
FOREIGN BORROW EXCAVATION, LANDSCAPING RIVER ROCK
9000-0005 F Ton 68.0000 N Proj
ASPHALT BUILD-UP
9000-0006 J Each 2.0000 N Proj
TYPE 31-S GUIDE RAIL HEIGHT TRANSITION TO EXISTING GUIDE RAIL
9000-0132 P8 Lump Sum 1.0000 N Proj
REMOVAL OF LIGHTING MATERIALS
9000-0600 M2 Linear Foot 235.0000 N Proj
August 14, 2026 14:03:56 PM Page 13 of 101
4" PERFORATED PIPE
9000-0601 M2 Each 6.0000 N Proj
CLEANOUTS
9000-0800 M3 Cubic Yard 538.0000 N Proj
AMMENDED SOIL MIXTURE
9000-0801 M Each 1,360.0000 N Proj
PLUG PLANTINGS
9000-0802 M Each 140.0000 N Proj
SHRUB PLANTINGS
9000-0803 M3 1000 Gallons 360.0000 N Proj
WATERING
9000-0804 M3 Lump Sum 1.0000 N Proj
PERIOD OF PLANT ESTABLISHMENT
9000-1902 M2 Linear Foot 256.0000 N Proj
WEIGHTED SEDIMENT FILTER TUBE
9000-1905 C1 Cubic Yard 74.0000 N Proj
SOLUTION CAVITY EXCAVATION
9000-2001 F3 Linear Foot 1,000.0000 N Proj
REMOVAL OF EXISTING ASPHALT RUMBLE STRIPS
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
9000-8021 P8 Each 9.0000 N Proj
CONVENTIONAL LUMINAIRE, LED, 9000 LUMENS, TYPE III, 4000K
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SPECIAL PROVISIONS
Special Provision: 00 - a00002 SEPARATE NPDES PERMIT REQUIREMENTS Addendum:
Action:
Item(s) Associated:
Header:
SEPARATE NPDES PERMIT REQUIREMENTS
Provision Body:
If the contractor elects to utilize off‐site construction support activity sites, including but not limited to staging, layout, waste and/or borrow areas, under PennDOT 408 specifications, Section 105.14(a) the contractor is responsible for obtaining the necessary approvals and permits from the reviewing agencies. If a permit is required, the contractor shall obtain their own NPDES Permit, and the area shall not be incorporated into PennDOT’s NPDES permit regardless of the location or distance from the project area.
Project Specific Details:
Special Provision: G50B - a00050 APPLICABLE DESIGNATED SPECIAL PROVISIONS (FEDERAL) Addendum:
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.
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DSP16. Lobbying Certification Form. (Form is located in ECMS File Cabinet and must be completed and uploaded to the Contractor Checklist in ECMS).
DSP17. Federal Audit Clause.
DSP19. The United States Department of Transportation (USDOT) Standard Title VI/Non-Discrimination Assurances.
DSP20. FAR 52.240-1 Prohibition on Unmanned Aircraft Systems Manufactured or Assembled by American Security Drone Act- Covered Foreign Entities.
Special Provision: G113B - a00113 CONTRACT PROVISIONS - RIGHT-TO-KNOW LAW
CONTRACT PROVISIONS - RIGHT TO KNOW LAW
Provision Body:
I. Contract Provisions – Right to Know Law 8-K-1532
a. The Pennsylvania Right-to-Know Law (RTKL), 65 P.S. §§ 67.101-3104, applies to this Contract.
b. If the Department needs assistance in any matter arising out of the RTKL related to this Contract, the Department will notify the Contractor using the legal contact information provided in this Contract. The Contractor, at any time, may designate a different contact for such purpose upon reasonable prior written notice to the Department.
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.
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g. The Department will reimburse the Contractor for any costs associated with complying with these provisions only to the extent allowed under the fee schedule established by the Office of Open Records or as otherwise provided by the RTKL if the fee schedule is inapplicable.
h. The Contractor may file a legal challenge to any Department decision to release a record to the public with the Office of Open Records, or in the Pennsylvania Courts, however, indemnify the Department for any legal expenses incurred by the Department as a result of such a challenge and hold the Department harmless for any damages, penalties, costs, detriment or harm that the Department may incur as a result of the failure, including any statutory damages assessed against the Department, regardless of the outcome of such legal challenge. As between the parties, agree to waive all rights or remedies that may be available as a result of the Department’s disclosure of Requested information pursuant to the RTKL.
i. The Contractor’s duties relating to the RTKL are continuing duties that survive the expiration of this Contract and continue as long as the Requested Information remains in the Contractor's possession.
Special Provision: C164A - a00164 CHANGES TO SPECIFICATIONS: SECTION 106
CHANGES TO SPECIFICATIONS: SECTION 106
Provision Body:
SECTION 106—CONTROL OF MATERIAL
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.
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2.b Predominantly steel or iron is defined as greater than or equal to 50 percent of the total cost of the manufactured product.
2.c Manufactured products that are predominantly steel or iron must comply with Buy America provisions according to Section 106.10(a).
2.d If an article, material, or supply meets this definition but could also be classified as an excluded material or other product category, that article, material, or supply is not a manufactured product.
2.e Mixtures of excluded materials delivered to a work site without final form for incorporation into a project are also not manufactured products.
2.f Manufactured products where the final assembly did not occur in the United States may be used, provided the cumulative cost of such manufactured products is no more than the lesser of $1 million or 5% of total applicable costs for the project.
3. Construction Materials.
3.a All manufacturing processes for construction materials occurred in the United States.
3.b Construction materials includes an article, material, or supply that is or consists primarily of:
non-ferrous metals, plastic and polymer-based products including polyvinylchloride, composite building materials, and polymers used in fiber optic cables, glass including optic glass, lumber, or drywall
Items that consist of two or more of the listed materials that have been combined together through a manufacturing process, and items that include at least one of the listed materials combined with a material that is not listed through a manufacturing process, should be treated as manufactured products, rather than as construction materials.
3.c Limitation with Respect to Aggregates. Shall not include cement and cementitious materials, aggregates such as stone, sand, or gravel, or aggregate binding agents or additives.
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
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Section 107.28 EROSION AND SEDIMENT POLLUTION CONTROL PLANS AND PERMITS. Revise to read as follows:
107.28 EROSION AND SEDIMENT POLLUTION CONTROL PLANS AND PERMITS—Install and maintain erosion and sediment (E&S) pollution control devices as indicated or submit an alternate plan for accomplishing equal or better temporary and permanent erosion and water pollution control. If an alternate plan is submitted, do not start work until the plan is approved by the County Conservation District and the Department. If a National Pollutant Discharge Elimination System (NPDES) Permit is involved, do not start work until the plan is approved by the DEP or the authorized County Conservation District and the Department. Concrete clean out areas, either contractor designed or indicated within the contract documents, are incidental to the contract items.
When a general or individual NPDES Permit is involved:
At the preconstruction conference, submit a Preparedness, Prevention and Contingency (PPC) Plan and identify a licensed professional (Professional Engineer, Geologist, Land Surveyor or Landscape Architect) registered in the Commonwealth and if applicable, their designee to be present onsite and responsible for implementing critical stages of the
Do not start earth disturbance activities until an environmental preconstruction meeting is held with DEP or delegated
CCD.
Within 14 days of completing the construction of a stormwater control measure (SCM) as determined by the licensed professional or designee, submit a completed Chapter 102 SCM Construction Certification Form for each SCM to the Representative through PPCC. Form CS-102 has information required to complete the Chapter 102 Form(s). Ensure the General Project and SCM Information, Construction Information, and Licensed Professional Certification sections are completed by the identified licensed professional responsible for overseeing the critical stages of the approved PCSM plan.
Prepare an as-built (record) PCSM Plan to be sealed and signed by the identified licensed professional registered in the Commonwealth. All construction survey, plan preparation, and engineering required for the as-built (record) PCSM Plan will be incidental to the contract items. The as-built (record) PCSM Plan must accurately reflect deviations from the approved PCSM Plan including, but not limited to, plan locations, dimensions, inverts/elevations, materials used and grading. Update the as-built (record) PCSM Plan as construction of the project’s PCSM features progresses. Have the identified licensed professional immediately notify the Representative of all deviations from the approved PCSM Plan. Deviations to the approved PCSM Plan must be submitted for approval. Assist with the determination and documentation if the as-built deviations require a permit amendment or if the PCSM features must be removed and replaced as indicated on the PCSM Plan.
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:
approved Post Construction Stormwater Management (PCSM) Plan.
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Either a semi-final or final inspection has been performed, physical work is complete, and an Environmental Commitments and Mitigation Tracking System (ECMTS) Sheet has been executed if applicable to the project.
Earth disturbance activity has been permanently stabilized and sufficient vegetative growth has been achieved to meet permit conditions (uniform 70% perennial vegetative cover) and agreed to by DEP or delegated CCD.
Installation of PCSM SCMs have occurred if applicable. Upon completion of PCSM conversions and facilities, the County Conservation District must approve the removal of all remaining E&S BMPs.
Once a project with a general or individual NPDES Permit has reached substantial completion, submit to the Representative a DEP Notice of Termination (NOT) Form ensuring Sections 2, 3, 4, 7 and 8, are fully executed. The NOT is to be accompanied by the required as-built (record) PCSM Plan, the final certification by the licensed professional and the Contractor’s executed portion of the ECMTS Construction Tracking Signature Sheet.
608 MOBILIZATION
Section 608.4(b)3. Revise to read as follows:
3. When all physical work has been satisfactorily completed and the following certificates and documents, as required, have been properly furnished, the final payment will be made as specified in Section 608.4(a):
Certified Payroll Records
Final DBE/DB payment amounts and, if necessary, shortfall justification
Material Certifications
Form CS-4225H, Highway Lighting In-Service Guarantee Notification
As built drawings for Design/Build projects
Form RW-397A, Right to Enter (a property) and Release Form from property owner, if applicable
Form CS-4345, Borrow and/or Waste Management
Contractor Evaluations of the design of the project; and
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: C166A - a00166 CHANGES TO SPECIFICATIONS: SECTIONS 107 AND 608
CHANGE TO SPECIFICATIONS: SECTIONS 107, AND 608
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SECTION 107—LEGAL RELATIONS AND RESPONSIBILITY TO THE PUBLIC
Section 107.28 EROSION AND SEDIMENT POLLUTION CONTROL PLANS AND PERMITS. Revise to read as follows:
107.28 EROSION AND SEDIMENT POLLUTION CONTROL PLANS AND PERMITS—Install and maintain erosion and sediment (E&S) pollution control devices as indicated or submit an alternate plan for accomplishing equal or better temporary and permanent erosion and water pollution control. If an alternate plan is submitted, do not start work until the plan is approved by the County Conservation District and the Department. If a National Pollutant Discharge Elimination System (NPDES) Permit is involved, do not start work until the plan is approved by the DEP or the authorized County Conservation District and the Department. Concrete clean out areas, either contractor designed or indicated within the contract documents, are incidental to the contract items.
When a general or individual NPDES Permit is involved:
At the preconstruction conference, submit a Preparedness, Prevention and Contingency (PPC) Plan and identify a licensed professional (Professional Engineer, Geologist, Land Surveyor or Landscape Architect) registered in the Commonwealth and if applicable, their designee to be present onsite and responsible for implementing critical stages of the
Do not start earth disturbance activities until an environmental preconstruction meeting is held with DEP or delegated
CCD.
Within 14 days of completing the construction of a stormwater control measure (SCM) as determined by the licensed professional or designee, submit a completed Chapter 102 SCM Construction Certification Form for each SCM to the Representative through PPCC. Form CS-102 has information required to complete the Chapter 102 Form(s). Ensure the General Project and SCM Information, Construction Information, and Licensed Professional Certification sections are completed by the identified licensed professional responsible for overseeing the critical stages of the approved PCSM plan.
Prepare an as-built (record) PCSM Plan to be sealed and signed by the identified licensed professional registered in the Commonwealth. All construction survey, plan preparation, and engineering required for the as-built (record) PCSM Plan will be incidental to the contract items. The as-built (record) PCSM Plan must accurately reflect deviations from the approved PCSM Plan including, but not limited to, plan locations, dimensions, inverts/elevations, materials used and grading. Update the as-built (record) PCSM Plan as construction of the project’s PCSM features progresses. Have the identified licensed professional immediately notify the Representative of all deviations from the approved PCSM Plan. Deviations to the approved PCSM Plan must be submitted for approval. Assist with the determination and documentation if the as-built deviations require a permit amendment or if the PCSM features must be removed and replaced as indicated on the PCSM Plan.
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.
approved Post Construction Stormwater Management (PCSM) Plan.
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For the purpose of determining compliance with the provisions of this section, “substantial completion” will be considered to have been attained when all of the following project milestones have been reached:
Either a semi-final or final inspection has been performed, physical work is complete, and an Environmental Commitments and Mitigation Tracking System (ECMTS) Sheet has been executed if applicable to the project.
Earth disturbance activity has been permanently stabilized and sufficient vegetative growth has been achieved to meet permit conditions (uniform 70% perennial vegetative cover) and agreed to by DEP or delegated CCD.
Installation of PCSM SCMs have occurred if applicable. Upon completion of PCSM conversions and facilities, the County Conservation District must approve the removal of all remaining E&S BMPs.
Once a project with a general or individual NPDES Permit has reached substantial completion, submit to the Representative a DEP Notice of Termination (NOT) Form ensuring Sections 2, 3, 4, 7 and 8, are fully executed. The NOT is to be accompanied by the required as-built (record) PCSM Plan, the final certification by the licensed professional and the Contractor’s executed portion of the ECMTS Construction Tracking Signature Sheet.
608 MOBILIZATION
Section 608.4(b)3. Revise to read as follows:
3. When all physical work has been satisfactorily completed and the following certificates and documents, as required, have been properly furnished, the final payment will be made as specified in Section 608.4(a):
Certified Payroll Records
Final DBE/DB payment amounts and, if necessary, shortfall justification
Material Certifications
Form CS-4225H, Highway Lighting In-Service Guarantee Notification
As built drawings for Design/Build projects
Form RW-397A, Right to Enter (a property) and Release Form from property owner, if applicable
Form CS-4345, Borrow and/or Waste Management
Contractor Evaluations of the design of the project; and
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
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APPENDIX C—DESIGNATED SPECIAL PROVISIONS. Revise to read as follows:
APPENDIX C
DESIGNATED SPECIAL PROVISIONS
General: This appendix to Publication 408 contains standard required provisions. The Contractor shall comply with the below appendices, as applicable.
Standard Documents: Designated Special Provisions (DSPs) that are referenced in this Appendix are:
DSP4. Diverse Business (DB) Requirements for Non-Federally Funded Construction Projects. This provision is applicable to contracts funded with state funds, without federal funds.
DSP7. Disadvantaged Business Enterprise (DBE) Requirements for Federally-funded Construction Projects. This provision is applicable to any Federally-funded (in part or whole) contract for a construction project.
DSP8. F. A. R.—Required Contract Provisions Federal-Aid Construction Contracts – FHWA-1273 (Revised October 23, 2023). See attachments to the Proposal. This provision is applicable to any federally funded (in part or whole) contract for a construction project.
DSP9. Special Supplement—Anti-Pollution Measures – August 26, 1999. This provision is applicable to all contracts.
DSP12. Executive Order 11246, with Appendices A and B. This provision is applicable to contracts with federal funds (in part or whole).
DSP13. Buy America. This provision is applicable to contracts with federal funds (in part or whole, and to state-funded projects when any federal funds were allocated at any phase of the work on the overall-project but not under the current contract (for example, design), even if the construction contract is 100% state-funded.
DSP15. Commonwealth Standard Terms and Conditions. This provision is applicable to all contracts.
DSP16. Lobbying Certification Form. This provision is applicable to contracts with federal funds and a contract amount $100,000 or greater. If applicable, the Contractor shall complete this form and return it to PennDOT during contract execution. (Form is located in ECMS File Cabinet and must be completed and uploaded to the Contractor Checklist in ECMS).
DSP17. Federal Audit Clause. This provision is applicable to contracts with federal funds. As used in this DSP, “[Name of Subrecipient]” refers to the Contractor.
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—
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American Security Drone Act-covered foreign entity means an entity included on a list developed and maintained by the Federal Acquisition Security Council (FASC) and published in the System for Award Management (SAM) at https://www.sam.gov (section 1822 of the National Defense Authorization Act for Fiscal Year 2024, Pub. L. 118-31, 41 U.S.C. 3901 note prec.).
FASC-prohibited unmanned aircraft system means an unmanned aircraft system manufactured or assembled by an American Security Drone Act-covered foreign entity.
Unmanned aircraft means an aircraft that is operated without the possibility of direct human intervention from within or on the aircraft (49 U.S.C. 44801(11)).
Unmanned aircraft system means an unmanned aircraft and associated elements (including communication links and the components that control the unmanned aircraft) that are required for the operator to operate safely and efficiently in the national airspace system (49 U.S.C. 44801(12)).
(b) Prohibition. The Contractor is prohibited from—
(1) Delivering any FASC-prohibited unmanned aircraft system, which includes unmanned aircraft (i.e., drones) and associated elements (sections 1823 and 1826 of Pub. L. 118-31, 41 U.S.C. 3901 note prec.);
(2) On or after December 22, 2025, operating a FASC-prohibited unmanned aircraft system in the performance of the contract (section 1824 of Pub. L. 118-31, 41 U.S.C. 3901 note prec.); and
(3) On or after December 22, 2025, using Federal funds for the procurement or operation of a FASC-prohibited unmanned aircraft system (section 1825 of Pub. L. 118-31, 41 U.S.C. 3901 note prec.).
(c) Procedures. The Contractor shall search SAM at https://www.sam.gov for the FASC-maintained list of American Security Drone Act-covered foreign entities prior to proposing, or using in performance of the contract, any unmanned aircraft system. Additionally, the Contractor shall ensure any effort or expenditure associated with a FASC-prohibited unmanned aircraft system is consistent with a corresponding exemption, exception, or waiver determination expressly stated in the contract.
(d) Exemptions, exceptions, and waivers. The prohibitions in this clause do not apply where the agency has determined an exemption, exception, or waiver applies and the contract indicates that such a determination has been made. [See sections 1823 through 1825 and 1832 of Public Law 118-31 (41 U.S.C. 3901 note prec.) for statutory requirements pertaining to exemptions, exceptions, and waivers.].
(e) Subcontracts. The Contractor shall insert the substance of this clause, including this paragraph (e), in all subcontracts and other contractual instruments, including subcontracts for the acquisition of commercial products or commercial services.
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
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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…
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