845340padot110502.pdf

PROPOSAL REPORT

Project: 110502 Bid Package: 1

Current Let: 10/22/2026 11:00:00 AM Version: Current

Addendum Count: 0

District: 08 County: Lancaster

SR/SEC/Group ID: 30/146/---

Description US30/PA 462 Improvements

PROPOSAL Report - Project 110502

Page 1 of 138September 19, 2026 08:07:10 AM

TABLE OF CONTENTS

BID PACKAGE SUMMARY 6

PROJECT ITEMS AND QUANTITIES 7

SPECIAL PROVISIONS 24

00 - a00001 CONSTRUCTION NOTIFICATIONS 24 G50B - a00050 APPLICABLE DESIGNATED SPECIAL PROVISIONS (FEDERAL) 24 G113B - a00113 CONTRACT PROVISIONS - RIGHT-TO-KNOW LAW 25 C164B - a00164 CHANGES TO SPECIFICATIONS: SECTION 106 26 C171A - a00171 CHANGES TO SPECIFICATIONS: SECTIONS 313, 314, 360, 410, 412, and 413 28 C172A - a00172 CHANGES TO SPECIFICATIONS: SECTIONS 107, 871, 872, 875, and 876 35 G311A - a00311 ROAD USER LIQUIDATED DAMAGES (RULD) 40 G401A - a00401 ADVANCE NOTICE OF TRAFFIC RESTRICTIONS 40 G901B - a00901 ALTERNATE EROSION AND SEDIMENT POLLUTION CONTROL PLAN 41 G1101B - a01101 CONSTRUCTION PROCEDURES - EROSION AND SEDIMENT POLLUTION

CONTROL 42

G1301A - a01301 DISPLAYING OF CORE BORING SAMPLES 42 G1601A - a01601 E.E.O. COVERED AREA 43 00 - a01701 FALL PROTECTION AND RESCUE PLAN 43 G2302A - a02302 Worker Protection and Investment 44 G60B - a02401 NIGHT SHIFT 45 G110B - a02501 START OF WORK 46 G100B - a02601 STATE POLICE FOR CONSTRUCTION ASSISTANCE 46 N10501B - a10501 BRIDGE SHOP DRAWINGS 46 N10601A - a10601 DRIVE ADJUSTMENTS 47 00 - a10602 DRIVE ADJUSTMENTS - SUPPLEMENTAL SPECIFICATIONS 47 00 - a10603 EXPANDED FOAM BACKFILL FOR POST-MOUNTED SIGNS 48 G50E - a10901 GUIDE RAIL MOUNTED DELINEATORS 49 00 - a12201 POST MOUNTED & STRUCTURE MOUNTED SIGNS 50 G120C - a12301 VIBRATORY ROLLER PRECAUTION 50 S2011C - b02011 SECTION 201.3 50 00 - b04131 SECTION 413.3 51 00 - b04131a SECTION 413.3(g) PREPARATION OF THE EXISTING SURFACE 52 00 - b04132 SECTION 413.3(h)1.a - PLACING 52 00 - b04133 SECTION 413.3(i) COMPACTION 53 S6012B - b06012 SECTION 601.3(f) BACKFILLING TRENCH 53 00 - b06051 SECTION 605.3 54 S6092B - b06092 SECTION 609.2(f) MISCELLANEOUS MATERIALS 55 00 - b07042 SECTION 704 AND SECTION 1001 55 00 - b08041 SECTIONS 804.2 & 804.3 56 00 - b08101 SECTION 810 - TREE TRIMMING AND SELECTIVE TREE REMOVAL 57 00 - b08671 SECTION 867 - COMPOST FILTER SOCK 57 00 - b09371 SECTION 937 - DELINEATION DEVICES 58

Page 2 of 138September 19, 2026 08:07:10 AM

00 - b09521 SECTION 952 - CONTROLLER ASSEMBLY 58 00 - b09541 SECTION 954.3(i) GROUND RODS 59 00 - b09601 SECTIONS 960 and 964 59 00 - b10181 SECTION 1018 - REMOVAL OF EXISTING BRIDGES OR CULVERTS 60 00 - b10851 SECTION 1085.3(h)4 Backfill 63 00 - b10853 ELASTOMER WATERPROOFING MEMBRANE ON OTHER SURFACES 63 00 - b12501 ATSPM DETECTION 66 00 - c02051 ITEM 4205-0268 - SELECTED BORROW EXCAVATION ROCK, CLASS R-8 GROUTED, w/ NATIVE STREAMBED MAT. 68 00 - c02201 ITEM 4220-0020 - FLOWABLE BACKFILL, TYPE C IN ABANDONED PIPE 69 00 - c06071 ITEM 4607-0013 - REBUILT INLET BOX (INCLUDES DISPOSAL) 69 I6091L - c06091 ITEM 0609-0009 - EQUIPMENT PACKAGE 70 00 - c06761 ITEM 4676-0001 - CEMENT CONCRETE SIDEWALK - ADA COMPLIANT CURB

RAMP 71

00 - c08501 ITEM 4850-0025 - ROCK, CLASS R-7 CHOKED WITH ROCK, CLASS R-4 AND

NATIVE STREAMBED MATERIAL 72

00 - c09011 ITEM 0901-0001 - MAINTENANCE AND PROTECTION OF TRAFFIC DURING

CONSTRUCTON 73

00 - c09101 ITEM 4910-5055 - 2” DIRECT BURIAL CONDUIT, PVC 77 00 - c09481 ITEM 4948-0670 - STEEL SIGN STRUCTURE - MONOPIPE, POWDER COATED 78 00 - c09511 ITEMS 4951-XXXX - TRAFFIC SIGNAL SUPPORTS, POWDER COATED

DECORATIVE 78

00 - c09521 ITEM 4952-1040 - NEMA TS-2, TYPE 2 CONTROLLER ASSEMBLY, TYPE 1

MOUNTING - ECONOLITE COBALT 81

00 - c09522 ITEM 4952-1999 - AUXILIARY CABINET WITH FAN MODIFIED 81 00 - c09531 ITEM 4953-0404 - FIBER OPTIC COMMUNICATIONS SYSTEM, CONFIGURE ONE

INTERSECTION 82

00 - c09561 ITEM 4956-0771 - RADAR DETECTION SYSTEM - WAVETRONIX ADVANCE 83 00 - c09581 ITEMS 4958-XXXX - TEMPORARY MODIFICATIONS TO EXISTING PERMANENT

TRAFFIC SIGNAL AND RESET 84

00 - c10181 ITEM 1018-0070 - REMOVAL OF PORTION OF EXISTING CULVERT 85 00 - c12011 ITEM 5201-1000 - ITS DEVICE FIELD ENCLOSURE, GROUND MOUNT, MODIFIED 86 00 - c12012 ITEM 5201-1600 - ITS DEVICE FIELD ENCLOSURE, STRUCTURE MOUNT, MODIFIED 87

00 - c12101 ITEM 5210-0100 - ITS CLOSED-CIRCUIT TV, CAMERA SUBSYSTEM, STRUCTURE

MOUNT, POSITIONAL CCTV 88

I19992A - c19992 ITEM 1999-9999 - TRAINEES 88 I80141A - c84301 ITEMS 8430/8550-0001 - CAST-IN-PLACE CONCRETE ARCH, AS DESIGNED

& ALTERNATE, S-42609 90

00 - c84302 PART B - SPECIAL DRAWINGS AND SPECIAL DESIGN REQUIREMENTS, S-42609 93 00 - c90001 ITEMS 9000-0001/0002 - LINEAR DELINEATION REFLECTIVE PANEL 95 00 - c90003 ITEMS 9000-0003/0004 - PREFORMED THERMOPLASTIC LEGENDS 95 00 - c90005 ITEM 9000-0005 - MILLED TRANSVERSE RUMBLE STRIPS 97 00 - c90007 ITEMS 9000-0006/0007/0031/0032 - REMOVAL OF EXISTING SIGN STRUCTURE 97 00 - c90009 ITEM 9000-0008 - 177-WATT LED LUMINAIRE, ARM MOUNT 98

Page 3 of 138September 19, 2026 08:07:10 AM

00 - c90011 ITEM 9000-0009 - DECORATIVE POST AND CHAIN 99 00 - c90013 ITEM 9000-0010 - TEMPORARY SANDBAG DIVERSION DAM 100 00 - c90015 ITEM 9000-0011 - TEMPORARY PUMP BYPASS SYSTEM 101 00 - c90017 ITEM 9000-0012 - MAINTENANCE ACCESS 102 00 - c90019 ITEM 9000-0013 - TEST HOLES FOR UTILITY VERIFICATION 102 00 - c90021 ITEM 9000-0014 - MODIFY EXISTING INLET BOX (CAST-IN-PLACE) 103 00 - c90023 ITEM 9000-0015 - FLASHING BEACON SYSTEM, STRUCTURE MOUNTED 104 00 - c90025 ITEM 9000-0016 - MOWING 105 00 - c90027 ITEM 9000-0017 - PERIOD OF PLANT ESTABLISHMENT 105 00 - c90029 ITEM 9000-0018 - WATERING 107 00 - c90031 ITEM 9000-0019 - COLORED IMPRINTED CROSSWALK 108 00 - c90033 ITEM 9000-0020 - ITS COMMUNICATION JUNCTION BOX, 17” X 30” X 30” 110 00 - c90035 ITEM 9000-0021 - FIELD ETHERNET SWITCH 111 00 - c90037 ITEM 9000-0022 - FIBER OPTIC DISTRIBUTION PANEL, 12 POSITION PATCH

PANEL 113

00 - c90039 ITEM 9000-0023 - FIBER OPTIC PATCH CABLE, LC CONNECTORS 114 00 - c90041 ITEM 9000-0024 - STANDARD FIBER OPTIC CABLE, 36 STRAND 115 00 - c90043 ITEM 9000-0025 - MODIFICATION OF EXISTING SIGNAL CONTROLLER CABINET 116 00 - c90045 ITEM 9000-0026 - SYSTEM SUPPORT EQUIPMENT 116 00 - c90047 ITEM 9000-0027 - UNFORESEEN ITS WORK 117 00 - c90049 ITEM 9000-0028 - REMOTE POWER SWITCH 118 00 - c90051 ITEM 9000-0030 - AS-DIRECTED ROADWAY MAINTENANCE 119 00 - c90053 ITEM 9000-0039 - TEMPOARY INLET CAP 120 00 - c90055 ITEM 9000-0041 - CLASS A CEMENT CONCRETE REPAIRS 120 00 - c90057 ITEM 9000-0042 - EMBEDDED GALVANIC ANODES 122 00 - c90061 ITEM 9000-0043 - OVEREXCAVATION AND BACKFILLING WITH COARSE

AGGREGATE UNDER FOUNDATION 125

00 - c90063 ITEM 9000-0044 - CURB TO MOUNTABLE CURB TRANSITION 126 00 - c90065 ITEM 9000-0045 - MAILBOX RELOCATION 126 00 - c90067 ITEM 9000-0046 - CAP EXISTING INLET 127 00 - c90069 ITEM 9000-0047 - CONCRETE PIPE COLLAR 128 00 - c90071 ITEM 9000-0048 - PIPE CONNECTION TO EXISTING INLET OR MANHOLE 128 00 - c90073 ITEM 9000-0049 - STOCKPILE AND PLACE NATIVE STREAMBED MATERIAL 129 00 - c90075 ITEMS 9000-0100 THRU 9000-0115 - EAST LAMPETER SEWER AUTHORITY -

SEWER RELOCATION SPECS. 130

00 - c90077 ITEMS 9000-0150 thru 9000-0156 - LANCASTER CITY WATER - WATER

RELOCATION SPECIFICATIONS 131

I68C - c90090 ITEM 9000-5101 - ELECTRONIC TICKETING (E-TICKETING) FOR

CONSTRUCTION AGGREGATE 132

I70C - c90093 ITEM 9000-5103 - ELECTRONIC TICKETING (E-TICKETING) FOR

CONSTRUCTION CONCRETE 133

I10421B - c90095 ITEM 9000-7150 - MEASUREMENT OF VERTICAL CLEARANCES 134 I2032D - c92031 ITEM 9203-0101 - TEMPORARY EXCAVATION SUPPORT AND PROTECTION

SYSTEM 135

Page 4 of 138September 19, 2026 08:07:10 AM

00 - c92032 SUPPLEMENTAL SPECIFICATIONS FOR TEMPORARY EXCAVATION AND

SUPPORT PROTECTION SYSTEMS 138

Page 5 of 138September 19, 2026 08:07:10 AM

BID PACKAGE SUMMARY

Project: 110502 Bid Package: 1

Project Type: Standard Posted:

Federal Project Status: PENNDOT Oversight NHS State Type of Work: RESURFACING/OVERLAYS

Prequalification Required: Yes Pre-Bid Meeting: None

408 Version: 2026-1

Scheduled Let: 10/22/2026 11:00:00 AM Project Cost Range: $15,000,000.00 - $19,999,999.99 Anticipated NTP: 11/16/2026 Structure Work: 5.00%

Required Completion: 04/30/2029 DBE: 0% Wage Rates: Yes

Description:

This project consists of a culvert replacement, sidewalk improvements, drainage & guiderail updates, traffic signal replacement, base repair, paving, ITS related work, and other miscellaneous construction, all as indicated on the approved drawings included in the Bid Package for STATE ROUTE 0030/0462, SECTION 146/055, in LANCASTER COUNTY, EAST LAMPETER TOWNSHIP, from the intersection of Strasburg Pike at Segment 0330 Offset 1243 to just east of Mennonite School Road at Segment 0341 Offset 2301, for an overall project length of 6,177.26 linear feet (1.17 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.

Page 6 of 138September 19, 2026 08:07:10 AM

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 6,204.0000 N

CLASS 1 EXCAVATION

0203-0006 G4 Linear Foot 11,279.0000 N

SAW CUTTING

0204-0001 C1, H Cubic Yard 107.0000 N

CLASS 2 EXCAVATION

0205-0100 C1 Cubic Yard 550.0000 N

FOREIGN BORROW EXCAVATION

4205-0268 C1 Cubic Yard 154.0000 N Proj

SELECTED BORROW EXCAVATION ROCK, CLASS R-8 CHOKED WITH ROCK, CLASS R-4, GROUTED AND TOPPED WITH

NATIVE STREAMBED MATERIAL

0205-0363 C1 Ton 71.0000 N

SELECTED BORROW EXCAVATION ROCK, CLASS R-3

0205-0390 C1 Ton 31.0000 N

SELECTED BORROW EXCAVATION, COARSE AGGREGATE, NO. 2A

0206-0010 C1 Ton 25.0000 N

SELECT GRANULAR MATERIAL (2RC)

0212-0014 C3, H, M2 Square Yard 4,220.0000 N

GEOTEXTILE, CLASS 4, TYPE A

4220-0020 K1 Cubic Yard 5.0000 N Proj

FLOWABLE BACKFILL, TYPE C IN ABANDONED PIPE

0313-0437 E Ton 89.0000 N SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, 0.3 TO < 3 MILLION ESALs, 25.0 MM MIX

0313-0626 E Square Yard 774.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, 10 TO < 30 MILLION ESALs, 25.0 MM MIX, 6"

DEPTH

0313-0629 E Square Yard 1,879.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, 10 TO < 30 MILLION ESALs, 25.0 MM MIX, 7 1/2"

0316-0637 E, F1 Ton 2,605.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, FLEXIBLE BASE REPLACEMENT, PG 64S-22, 10 TO < 30 MILLION ESALs, 25.0

MM MIX

0350-0106 C, E Square Yard 774.0000 N

SUBBASE 6" DEPTH (NO. 2A)

Page 7 of 138September 19, 2026 08:07:10 AM

0350-0110 C, E Square Yard 1,879.0000 N

SUBBASE 10" DEPTH (NO. 2A)

0350-0121 C, E Ton 479.0000 N

SUBBASE (NO. 2A)

0404-0012 X Dollar 50,000.0000 $1.00 Y

ASPHALT PAVEMENT RIDE QUALITY INCENTIVE, SCHEDULE B

0413-0240 F Ton 413.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG 64S-22, 0.3 TO < 3 MILLION ESALS, 12.5 MM MIX, SRL- H

0413-1024 F Ton 148.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE (SCRATCH), PG 64S-22, 0.3 TO < 3 MILLION ESALS, 9.5

MM MIX, SRL-L

0413-1034 F Ton 77.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE (SCRATCH), PG 64S-22, 10 TO < 30 MILLION ESALS, 9.5

0413-2104 F Ton 2,894.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE (LEVELING), PG 64S-22, 10 TO < 30 MILLION ESALS, 9.5

0413-3369 F Square Yard 45,248.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, RPS, PG 64E-22, 10 TO < 30 MILLION ESALS, 12.5 MM

MIX, 2" DEPTH, SRL-E

0413-6065 F Square Yard 2,653.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, BINDER COURSE, PG 64S-22, 10 TO < 30 MILLION ESALS, 19.0 MM MIX, 2 1/2"

0413-9999 X Dollar 8,000.0000 $1.00 Y

PERCENT WITHIN LIMITS (PWL) LOT INCENTIVE/DISINCENTIVE

0460-0003 F4 Square Yard 99,635.0000 N

ASPHALT TACK COAT (NTT/CNTT)

0491-0014 F3 Square Yard 3,631.0000 N MILLING OF ASPHALT PAVEMENT SURFACE, 2 1/2" DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR

0491-0015 F3 Square Yard 42,595.0000 N MILLING OF ASPHALT PAVEMENT SURFACE, 3" DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR

0501-0020 G, G1, K Square Yard 501.0000 N

PLAIN CEMENT CONCRETE PAVEMENT, 4" DEPTH

0601-0353 H Linear Foot 240.0000 N

18" THERMOPLASTIC PIPE, GROUP III, 8'-2' FILL

0601-0355 H Linear Foot 28.0000 N

24" THERMOPLASTIC PIPE, GROUP III, 8'-2' FILL

0601-3993 H Linear Foot 78.0000 N 60" CORRUGATED ALUMINUM ALLOY PIPE, TYPE I, (3" X 1" CORRUGATIONS), 10 GAGE, 100 YEAR DESIGN LIFE

Page 8 of 138September 19, 2026 08:07:10 AM

0601-5901 H1 Linear Foot 3,407.0000 N

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

0601-7014 H Linear Foot 1,859.0000 N

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

0601-7027 H Linear Foot 21.0000 N

24" REINFORCED CONCRETE PIPE, TYPE A, 10' - 2' FILL, 100 YEAR DESIGN LIFE

0601-8011 H Linear Foot 274.0000 N

15" REINFORCED CONCRETE PIPE, TYPE A, < 1.5' FILL, 100 YEAR DESIGN LIFE

0605-2401 K Set 4.0000 N

MANHOLE FRAME AND COVER

0605-2730 K Set 7.0000 N

TYPE M CONCRETE TOP UNIT AND GRATE

0605-2731 K Set 4.0000 N

TYPE M CONCRETE TOP UNIT AND BICYCLE SAFE GRATE

0605-2734 K Set 19.0000 N

TYPE M CONCRETE TOP UNIT AND ADA COMPLIANT GRATE

0605-2771 K Set 4.0000 N

TYPE C FRAME AND BICYCLE SAFE GRATE

0605-2780 K Set 2.0000 N

TYPE M FRAME AND GRATE

0605-2781 K Set 3.0000 N

TYPE M FRAME AND BICYCLE SAFE GRATE

0605-2784 K Set 1.0000 N

TYPE M FRAME AND ADA COMPLIANT GRATE

0605-2850 K Each 63.0000 N

STANDARD INLET BOX, HEIGHT < /= 10'

0605-2854 K Each 8.0000 N

TYPE 4 INLET BOX, HEIGHT < /= 10'

0605-2858 K Each 2.0000 N

TYPE 5 INLET BOX, HEIGHT < /= 10'

0605-2862 K Each 2.0000 N

TYPE 6 INLET BOX, HEIGHT < /= 10'

0605-3011 K Each 2.0000 N

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

0605-3020 K Each 1.0000 N

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

0605-3021 K Each 1.0000 N

Page 9 of 138September 19, 2026 08:07:10 AM

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

0605-5701 K Set 3.0000 N

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

0605-5711 K Set 1.0000 N

TYPE C CONCRETE TOP UNIT, 6" CURB HEIGHT AND BICYCLE SAFE GRATE

0605-5721 K Set 56.0000 N

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

4607-0013 K Vertical Foot 27.0000 N Proj

REBUILT INLET BOX (INCLUDES DISPOSAL)

0607-0200 K Vertical Foot 1.0000 N

REBUILT MANHOLE

0608-0001 X Lump Sum 1.0000 N

MOBILIZATION

0609-0002 X Lump Sum 1.0000 N

INSPECTOR'S FIELD OFFICE AND INSPECTION FACILITIES, TYPE A

0609-0009 X Lump Sum 1.0000 N Std

EQUIPMENT PACKAGE

0619-0459 J1, J3 Each 2.0000 N

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

0620-0400 J Each 3.0000 N

TERMINAL SECTION, SINGLE

0620-0500 J Linear Foot 200.0000 N

RESET GUIDE RAIL

0620-0503 C1, J Linear Foot 575.0000 N

REMOVE EXISTING GUIDE RAIL (CONTRACTOR'S PROPERTY)

0620-1600 J Linear Foot 413.0000 N

TYPE 31-S GUIDE RAIL

0620-1645 J Linear Foot 63.0000 N

CURVED W-BEAM GUIDE RAIL AT INTERSECTIONS

0620-1670 J Each 2.0000 N

TYPE 31-STRONG POST IN-LINE ANCHOR

0627-3019 J1 Linear Foot 884.0000 N

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

0628-3019 J1 Linear Foot 282.0000 N

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

0630-0021 K Linear Foot 311.0000 N

PLAIN CEMENT CONCRETE CURB, 4" HEIGHT

Page 10 of 138September 19, 2026 08:07:10 AM

0630-0041 K Linear Foot 7,874.0000 N

PLAIN CEMENT CONCRETE CURB, 8" HEIGHT

0633-0200 K Linear Foot 2,247.0000 N

PLAIN CONCRETE MOUNTABLE CURB, TYPE A

0676-0001 K Square Yard 4,711.0000 N

CEMENT CONCRETE SIDEWALK

4676-0001 K Square Yard 1,295.0000 N Proj

CEMENT CONCRETE SIDEWALK - ADA COMPLIANT CURB RAMP

0686-0010 X Lump Sum 1.0000 N

CONSTRUCTION SURVEYING, TYPE A

0689-0005 X Lump Sum 1.0000 N

CPM SCHEDULE, WITH UPDATES

0690-0003 X Dollar 10,000.0000 $1.00 Y

FORMAL FACILITATION

E 0695-0002 K Square Foot 1,616.0000 N

DETECTABLE WARNING SURFACE, CAST IRON

O 0695-0003 K Square Foot 1,616.0000 N

DETECTABLE WARNING SURFACE, POLYMER CONCRETE

O 0695-0004 K Square Foot 1,616.0000 N

DETECTABLE WARNING SURFACE, POLYMER COMPOSITE

0696-0610 J1 Each 3.0000 N

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

0697-0610 J1 Each 2.0000 N

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

0802-0001 C1, M Cubic Yard 1,324.0000 N

TOPSOIL FURNISHED AND PLACED

0804-0025 M3 Pound 501.0000 N

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

0804-0026 M3 Pound 15.0000 N

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

0804-0027 M3 Pound 15.0000 N

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

0804-0043 M3 Pound 82.0000 N

SEEDING - FORMULA T TEMPORARY GRASS MIX

0806-0113 M2 Square Yard 1,047.0000 N

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

0808-3427 M Each 66.0000 N

GREEN VASE ZELKOVA - (2 1/2" CAL. B&B)

Page 11 of 138September 19, 2026 08:07:10 AM

0810-0025 M1 Each 2.0000 N

SELECTIVE TREE TRIMMING

0811-0003 J2, M Linear Foot 428.0000 N

TEMPORARY PROTECTIVE FENCE

0849-0020 C1 Each 3.0000 N

ROCK CONSTRUCTION ENTRANCE WITH WASH RACK

4850-0025 C1 Square Yard 16.0000 N Proj

ROCK, CLASS R-7 CHOKED WITH ROCK, CLASS R-4 AND NATIVE STREAMBED MATERIAL

0855-0003 M2 Each 1.0000 N

PUMPED WATER FILTER BAG

0855-0004 M2 Each 1.0000 N

REPLACEMENT PUMPED WATER FILTER BAG

0860-0000 M2 Each 45.0000 N

INLET FILTER BAG FOR TYPE M INLET

0860-0002 M2 Each 103.0000 N

INLET FILTER BAG FOR TYPE C INLET

0867-0012 M2 Linear Foot 3,398.0000 N

COMPOST FILTER SOCK, 12" DIAMETER

0867-0018 M2 Linear Foot 124.0000 N

COMPOST FILTER SOCK, 18" DIAMETER

0901-0001 Q Lump Sum 1.0000 N Proj

MAINTENANCE AND PROTECTION OF TRAFFIC DURING CONSTRUCTION

0901-0202 Q Each 2.0000 N

FLOODLIGHTS

0901-0231 Q Day 100.0000 N

ADDITIONAL WARNING LIGHTS, TYPE B

0901-0232 Q Day 100.0000 N

ADDITIONAL WARNING LIGHTS, TYPE C

0901-0240 Q, R Square Foot 250.0000 N

ADDITIONAL TRAFFIC CONTROL SIGNS

0901-0320 O Linear Foot 13,634.0000 N

4" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, YELLOW

0901-0330 O Linear Foot 8,782.0000 N

4" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, WHITE

0901-0331 O Linear Foot 10,101.0000 N

6" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, WHITE

0901-0460 Q Each 6.0000 N

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FULL-MATRIX CHANGEABLE MESSAGE SIGN WITH TELECOMMUNICATIONS

0910-0001 C1, P8 Each 2.0000 N

JUNCTION BOXES J.B.-1

0910-4116 P8 Linear Foot 9,475.0000 N

AWG 8 UNDERGROUND CABLE, COPPER, 1 CONDUCTOR

4910-5055 C1, P8 Linear Foot 549.0000 N Proj

2" DIRECT BURIAL CONDUIT , PVC

0910-6000 C1, P8 Linear Foot 61.0000 N

TRENCH

0930-0004 R Square Foot 204.0000 N

POST MOUNTED SIGNS, TYPE A

0930-0101 R Pound 684.0000 N

STEEL S OR W BEAM POSTS

0930-0110 R Each 2.0000 N

BREAKAWAY SYSTEM REPLACEMENT

0931-0001 R Square Foot 206.0000 N

POST MOUNTED SIGNS, TYPE B

0931-0003 R Square Foot 499.0000 N

POST MOUNTED SIGNS, TYPE B, STEEL SQUARE POST

0932-0001 R Square Foot 16.0000 N

POST MOUNTED SIGNS, TYPE C

0935-0001 R Square Foot 151.0000 N

POST MOUNTED SIGNS, TYPE F

0936-0001 R Square Foot 594.0000 N

STRUCTURE MOUNTED EXTRUDED ALUMINUM CHANNEL SIGNS

0936-0200 R Square Foot 407.0000 N

STRUCTURE MOUNTED FLAT SHEET ALUMINUM SIGNS

0936-0411 P8 Each 2.0000 N

SCHOOL ZONE SPEED LIMIT FLASHING WARNING SIGN (TYPE II)

0937-0312 R Each 12.0000 N FLEXIBLE DELINEATOR POST, SURFACE-MOUNT TYPE SM-2, WHITE POST WITH WHITE/WHITE SHEETING

0937-0314 R Each 16.0000 N FLEXIBLE DELINEATOR POST, SURFACE-MOUNT TYPE SM-2, YELLOW POST WITH YELLOW/YELLOW SHEETING

0941-0001 R Each 15.0000 N

RESET POST MOUNTED SIGNS, TYPE B

0945-0001 R Each 4.0000 N

RESET POST MOUNTED SIGNS, TYPE F

Page 13 of 138September 19, 2026 08:07:10 AM

4948-0670 R1 Lump Sum 1.0000 N Proj

STEEL SIGN STRUCTURE - MONOPIPE , POWDER COATED

0948-0671 R1 Lump Sum 1.0000 N

STEEL SIGN STRUCTURE - MONOPIPE

4951-0215 P Each 1.0000 N Proj

TRAFFIC SIGNAL SUPPORT, 15' MAST ARM, POWDER COATED DECORATIVE

4951-0225 P Each 4.0000 N Proj

TRAFFIC SIGNAL SUPPORT, 25' MAST ARM, POWDER COATED DECORATIVE

4951-0230 P Each 2.0000 N Proj

TRAFFIC SIGNAL SUPPORT, 30' MAST ARM, POWDER COATED DECORATIVE

4951-0235 P Each 2.0000 N Proj

TRAFFIC SIGNAL SUPPORT, 35' MAST ARM, POWDER COATED DECORATIVE

4951-0240 P Each 5.0000 N Proj

TRAFFIC SIGNAL SUPPORT, 40' MAST ARM, POWDER COATED DECORATIVE

4951-0245 P Each 3.0000 N Proj

TRAFFIC SIGNAL SUPPORT, 45' MAST ARM, POWDER COATED DECORATIVE

4951-2220 P Each 2.0000 N Proj

TRAFFIC SIGNAL SUPPORT, 20' MAST ARM WITH LUMINAIRE ARM (30' MOUNTING HEIGHT), POWDER COATED

DECORATIVE

4951-2225 P Each 2.0000 N Proj

TRAFFIC SIGNAL SUPPORT, 25' MAST ARM WITH LUMINAIRE ARM (30' MOUNTING HEIGHT), POWDER COATED

4951-2230 P Each 2.0000 N Proj

TRAFFIC SIGNAL SUPPORT, 30' MAST ARM WITH LUMINAIRE ARM (30' MOUNTING HEIGHT), POWDER COATED

4951-2235 P Each 1.0000 N Proj

TRAFFIC SIGNAL SUPPORT, 35' MAST ARM WITH LUMINAIRE ARM (30' MOUNTING HEIGHT), POWDER COATED

4951-2240 P Each 4.0000 N Proj

TRAFFIC SIGNAL SUPPORT, 40' MAST ARM WITH LUMINAIRE ARM (30' MOUNTING HEIGHT), POWDER COATED

4951-2245 P Each 1.0000 N Proj

TRAFFIC SIGNAL SUPPORT, 45' MAST ARM WITH LUMINAIRE ARM (30' MOUNTING HEIGHT), POWDER COATED

4951-2250 P Each 2.0000 N Proj

TRAFFIC SIGNAL SUPPORT, 50' MAST ARM WITH LUMINAIRE ARM (30' MOUNTING HEIGHT), POWDER COATED

4951-2255 P Each 1.0000 N Proj

TRAFFIC SIGNAL SUPPORT, 55' MAST ARM WITH LUMINAIRE ARM (30' MOUNTING HEIGHT), POWDER COATED

4951-2260 P Each 2.0000 N Proj

Page 14 of 138September 19, 2026 08:07:10 AM

TRAFFIC SIGNAL SUPPORT, 60' MAST ARM WITH LUMINAIRE ARM (30' MOUNTING HEIGHT), POWDER COATED

4951-4106 P Each 13.0000 N Proj

TRAFFIC SIGNAL SUPPORT, 14' PEDESTAL, POWDER COATED DECORATIVE

4951-4108 P Each 20.0000 N Proj

PEDESTRIAN STUB POLE, POWDER COATED DECORATIVE

4952-1040 P Each 7.0000 N Proj

NEMA TS-2; TYPE 2 CONTROLLER ASSEMBLY, TYPE 1 MOUNTING - ECONOLITE COBALT

0952-1999 P Each 3.0000 N

AUXILIARY CABINET WITH FAN

4952-1999 P Each 1.0000 N Proj

AUXILIARY CABINET WITH FAN MODIFIED

0952-2052 P Each 1.0000 N

CONTROLLER ASSEMBLY, SOLID STATE FLASHER, DUAL CIRCUIT, TYPE II MOUNTING

4953-0404 P Lump Sum 1.0000 N Proj

FIBER OPTIC COMMUNICATIONS SYSTEM , CONFIGURE ONE INTERSECTION

0953-0802 P Lump Sum 1.0000 N

UNIFIED COMMAND AND CONTROL INTEGRATION

0954-0012 P8 Linear Foot 5,020.0000 N

2 INCH CONDUIT

0954-0013 P8 Linear Foot 2,371.0000 N

3 INCH CONDUIT

0954-0151 C1, P8 Linear Foot 1,702.0000 N

TRENCH AND BACKFILL, TYPE I

0954-0152 C1, P8 Linear Foot 256.0000 N

TRENCH AND BACKFILL, TYPE II

0954-0153 C1, P8 Linear Foot 1,254.0000 N

TRENCH AND BACKFILL, TYPE III

0954-0201 P8 Linear Foot 6,775.0000 N

SIGNAL CABLE, 14 AWG, 3 CONDUCTOR

0954-0202 P8 Linear Foot 14,550.0000 N

SIGNAL CABLE, 14 AWG, 5 CONDUCTOR

0954-0203 P8 Linear Foot 2,150.0000 N

SIGNAL CABLE, 14 AWG, 7 CONDUCTOR

0954-0302 P8 Each 23.0000 N

JUNCTION BOX, JB-27

0954-0305 P8 Each 5.0000 N

JUNCTION BOX, JB-30

Page 15 of 138September 19, 2026 08:07:10 AM

0954-0402 P8 Each 2.0000 N

ELECTRICAL SERVICE, TYPE B

0954-0403 P8 Each 7.0000 N

ELECTRICAL SERVICE, TYPE C

0954-0500 C6, P8 Linear Foot 148.0000 N

DIRECTIONAL BORING

0954-0600 P8 Each 7.0000 N

UNINTERRUPTIBLE POWER SUPPLY (UPS)

0954-0800 P8 Each 2.0000 N

INSTALLATION OF CONDUIT TO EXISTING TRAFFIC SIGNAL SUPPORT

0955-3206 P Each 2.0000 N

VEHICULAR SIGNAL HEAD, ONE 12" SECTION

0955-3208 P Each 59.0000 N

VEHICULAR SIGNAL HEAD, THREE 12" SECTIONS

0955-3209 P Each 7.0000 N

VEHICULAR SIGNAL HEAD, FOUR 12" SECTIONS

0955-3210 P Each 5.0000 N

VEHICULAR SIGNAL HEAD, FIVE 12" SECTIONS

0955-3722 P Each 48.0000 N

LED COUNTDOWN PEDESTRIAN SIGNAL HEAD, TYPE A

0956-0500 P Each 48.0000 N

PEDESTRIAN PUSH BUTTON

0956-0771 P Each 7.0000 N

RADAR DETECTION SYSTEM

4956-0771 P Each 7.0000 N Proj

RADAR DETECTION SYSTEM - WAVETRONIX ADVANCE

0956-0801 P Each 7.0000 N

OPTICAL PREEMPTION SYSTEM

0958-0001 P, Q Each 1.0000 N

TEMPORARY TRAFFIC CONTROL SIGNALS ON FIXED SUPPORTS (2 APPROACHES)

0958-0041 P, Q Each 1.0000 N

TEMPORARY TRAFFIC CONTROL SIGNALS ON FIXED SUPPORTS (4 OR MORE APPROACHES)

0958-0181 P, Q Each 1.0000 N

TEMPORARY TRAFFIC CONTROL SIGNAL ON FIXED SUPPORTS, RESET (2 APPROACHES)

4958-0341 P, Q Each 1.0000 N Proj TEMPORARY MODIFICATIONS TO EXISTING PERMANENT TRAFFIC SIGNAL (3 APPROACHES) MODIFIED

4958-0361 P, Q Each 1.0000 N Proj

Page 16 of 138September 19, 2026 08:07:10 AM

TEMPORARY MODIFICATIONS TO EXISTING PERMANENT TRAFFIC SIGNAL (4 OR MORE APPROACHES) MODIFIED

4958-0362 P, Q Each 1.0000 N Proj

4958-0363 P, Q Each 1.0000 N Proj

4958-0364 P, Q Each 1.0000 N Proj

0958-0421 P, Q Each 1.0000 N TEMPORARY MODIFICATIONS TO EXISTING PERMANENT TRAFFIC SIGNAL, RESET (3 APPROACHES)

0958-0422 P, Q Each 1.0000 N TEMPORARY MODIFICATIONS TO EXISTING PERMANENT TRAFFIC SIGNAL, RESET (3 APPROACHES)

4958-0441 P, Q Each 1.0000 N Proj

TEMPORARY MODIFICATIONS TO EXISTING PERMANENT TRAFFIC SIGNAL, RESET (4 OR MORE APPROACHES)

MODIFIED

4958-0442 P, Q Each 1.0000 N Proj

TEMPORARY MODIFICATIONS TO EXISTING PERMANENT TRAFFIC SIGNAL, RESET (4 OR MORE APPROACHES)

MODIFIED

0960-0255 O2 Linear Foot 38.0000 N

WHITE HOT THERMOPLASTIC LEGEND, "YIELD LINE", 12" X 18" TRIANGLE, (MIN 6 TRIANGLES PER LINE)

0962-1000 O Linear Foot 22,971.0000 N

4" WHITE WATERBORNE PAVEMENT MARKINGS

0962-1001 O Linear Foot 23,598.0000 N

6" WHITE WATERBORNE PAVEMENT MARKINGS

0962-1004 O Linear Foot 1,424.0000 N

24" WHITE WATERBORNE PAVEMENT MARKINGS

0962-1005 O Linear Foot 30,447.0000 N

4" YELLOW WATERBORNE PAVEMENT MARKINGS

0962-1009 O Linear Foot 458.0000 N

24" YELLOW WATERBORNE PAVEMENT MARKINGS

0962-1025 O3 Each 29.0000 N

WHITE WATERBORNE PAVEMENT LEGEND, "ONLY", 8'-0"

0962-1060 O3 Each 17.0000 N

WHITE WATERBORNE PAVEMENT LEGEND, "STRAIGHT ARROW", 12'-0" X 1'-8"

0962-1061 O3 Each 10.0000 N

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

0962-1062 O3 Each 32.0000 N

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

0962-1063 O3 Each 3.0000 N

WHITE WATERBORNE PAVEMENT LEGEND, "THRU AND RIGHT ARROW", 20'-0" X 3'-7"

Page 17 of 138September 19, 2026 08:07:10 AM

0962-1064 O3 Each 1.0000 N

WHITE WATERBORNE PAVEMENT LEGEND, "THRU AND LEFT ARROW", 20'-0" X 3'-7"

0963-0001 O2, O3 Square Foot 40,810.0000 N

PAVEMENT MARKING REMOVAL

0963-0010 O2, O3 Each 91.0000 N

PAVEMENT MARKING REMOVAL (LEGENDS AND SYMBOLS)

0964-0001 O Linear Foot 9,257.0000 N

4" WHITE EPOXY PAVEMENT MARKINGS

0964-0002 O Linear Foot 14,112.0000 N

4" YELLOW EPOXY PAVEMENT MARKINGS

0964-0005 O Linear Foot 10,573.0000 N

6" WHITE EPOXY PAVEMENT MARKINGS

0964-0008 O Linear Foot 345.0000 N

8" WHITE EPOXY PAVEMENT MARKINGS

0965-0005 O2 Linear Foot 3,641.0000 N

6" WHITE PREFORMED THERMOPLASTIC PAVEMENT MARKINGS

0965-0021 O2 Linear Foot 6,266.0000 N

24" WHITE PREFORMED THERMOPLASTIC PAVEMENT MARKINGS

0965-0022 O2 Linear Foot 516.0000 N

24" YELLOW PREFORMED THERMOPLASTIC PAVEMENT MARKINGS

0965-0101 O2 Each 32.0000 N

WHITE PREFORMED THERMOPLASTIC LEGEND, "ONLY", 8' - 0"

0965-0220 O2 Each 4.0000 N

WHITE PREFORMED THERMOPLASTIC LEGEND, "STRAIGHT ARROW", 12' - 0" X 1' - 8"

0965-0222 O2 Each 13.0000 N

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

0965-0224 O2 Each 25.0000 N

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

0965-0228 O2 Each 6.0000 N

WHITE PREFORMED THERMOPLASTIC LEGEND, "THRU AND LEFT ARROW", 20' - 0" X 3' - 7"

0970-0001 R Each 1.0000 N

REMOVE POST MOUNTED SIGNS, TYPE A

0971-0001 R Each 20.0000 N

REMOVE POST MOUNTED SIGNS, TYPE B

0974-0001 R Each 2.0000 N

REMOVE POST MOUNTED SIGNS, TYPE E

0975-0001 R Each 4.0000 N

Page 18 of 138September 19, 2026 08:07:10 AM

REMOVE POST MOUNTED SIGNS, TYPE F

0976-0001 R Each 1.0000 N

REMOVE STRUCTURE MOUNTED SIGN

1006-1020 U1 Linear Foot 34.0000 N

54" DIAMETER DRILLED CAISSONS, SHAFT SECTION IN SOIL

1006-1030 U1 Linear Foot 52.0000 N

66" DIAMETER DRILLED CAISSONS, SHAFT SECTION IN SOIL

1006-1105 U1 Linear Foot 16.0000 N

48" DIAMETER DRILLED CAISSONS, ROCK SOCKET

1006-1115 U1 Linear Foot 20.0000 N

60" DIAMETER DRILLED CAISSONS, ROCK SOCKET

1018-0070 C1, T1 Lump Sum 1.0000 N Proj

REMOVAL OF PORTION OF EXISTING CULVERT

5201-1000 P1, P2, P4, P5 Each 3.0000 N Proj

ITS DEVICE FIELD ENCLOSURE, GROUND MOUNT , MODIFIED

5201-1600 P1, P2, P4, P5 Each 2.0000 N Proj

ITS DEVICE FIELD ENCLOSURE, STRUCTURE MOUNT , MODIFIED

1201-3000 P1, P2, P3, P4, P5 Lump Sum 1.0000 N

ITS DEVICE TESTING, COMPLETE

5210-0100 P1 Each 6.0000 N Proj ITS CLOSED CIRCUIT TELEVISION, CAMERA SUBSYSTEM, STRUCTURE MOUNT , POSITIONAL CCTV

1999-9999 Z Hour 2,000.0000 N Std

TRAINEES

E 8430-0001 S4 Lump Sum 1.0000 N Std

CAST-IN-PLACE CONCRETE ARCH, AS DESIGNED, S-42609

A 1002-0052 S7 Pound 13,244.0000 N

REINFORCEMENT BARS, EPOXY COATED

A 9000-0041 S4 Square Foot 135.0000 N Proj

CLASS A CEMENT CONCRETE REPAIRS

A 9000-0042 S4 Each 120.0000 N Proj

EMBEDDED GALVANIC ANODES

O 8550-0001 S4 Lump Sum 1.0000 N Std

PRECAST REINFORCED CONCRETE ARCH CULVERT

9000-0001 R Each 47.0000 N Proj

LINEAR DELINEATION REFLECTIVE PANEL, WHITE

9000-0002 R Each 16.0000 N Proj

LINEAR DELINEATION REFLECTIVE PANEL, YELLOW

Page 19 of 138September 19, 2026 08:07:10 AM

9000-0003 O2 Each 2.0000 N Proj

PREFORMED THERMOPLASTIC LEGEND, US-30 SHIELD, 8'-0"X20'-0"

9000-0004 O2 Each 2.0000 N Proj

PREFORMED THERMOPLASTIC LEGEND, PA-462 SHIELD, 8'-0"X20'-0"

9000-0005 F3 Linear Foot 2,970.0000 N Proj

MILLED TRANSVERSE RUMBLE STRIPS

9000-0006 C1, R1 Lump Sum 1.0000 N Proj

REMOVAL OF EXISTING OVERHEAD SIGN STRUCTURE

9000-0007 C1, R1 Lump Sum 1.0000 N Proj

REMOVAL OF EXISTING OVERHEAD SIGN STRUCTURE

9000-0008 P Each 17.0000 N Proj

177-WATT LED LUMINAIRE, ARM MOUNT

9000-0009 J2 Linear Foot 482.0000 N Proj

DECORATIVE POST AND CHAIN

9000-0010 M2 Lump Sum 1.0000 N Proj

TEMPORARY SANDBAG DIVERSION DAM

9000-0011 M2 Lump Sum 1.0000 N Proj

TEMPORARY PUMP BYPASS SYSTEM

9000-0012 C3, M3 Square Yard 70.0000 N Proj

MAINTENANCE ACCESS

9000-0013 C1 Each 15.0000 N Proj

TEST HOLES FOR UTILITY VERIFICATION

9000-0014 K Each 1.0000 N Proj

MODIFY EXISTING INLET BOX (CAST-IN-PLACE)

9000-0015 P Each 1.0000 N Proj

FLASHING BEACON SYSTEM, STRUCTURE MOUNTED

9000-0016 M Acre 2.0000 N Proj

MOWING

9000-0017 M Lump Sum 1.0000 N Proj

PERIOD OF PLANT ESTABLISHMENT

9000-0018 M 1000 Gallons 5.0000 N Proj

WATERING

9000-0019 F Square Yard 125.0000 N Proj

COLORED IMPRINTED CROSSWALK

9000-0020 P1, P4 Each 1.0000 N Proj

ITS COMMUNICATION JUNCTION BOX, 17"X30"X30"

9000-0021 P1, P4, P5 Each 16.0000 N Proj

FIELD ETHERNET SWITCH

Page 20 of 138September 19, 2026 08:07:10 AM

9000-0022 P1, P4, P5 Each 16.0000 N Proj

FIBER OPTIC DISTRIBUTION PANEL, 12 POSITION PATCH PANEL

9000-0023 P1, P4, P5 Each 32.0000 N Proj

FIBER OPTIC PATCH CABLE, LC CONNECTORS

9000-0024 P1, P4, P5 Linear Foot 20,900.0000 N Proj

STANDARD FIBER OPTIC CABLE, 36 STRAND

9000-0025 P1, P4, P5 Each 3.0000 N Proj

MODIFICATION OF EXISTING SIGNAL CONTROLLER CABINET

9000-0026 P1, P4, P5 Lump Sum 1.0000 N Proj

SYSTEM SUPPORT EQUIPMENT

9000-0027 P1, P4, P5 Dollar 25,000.0000 $1.00 Y Proj

UNFORESEEN ITS WORK

9000-0028 P1, P4, P5 Each 17.0000 N Proj

REMOTE POWER SWITCH

9000-0030 F Dollar 25,000.0000 $1.00 Y Proj

AS-DIRECTED ROADWAY MAINTENANCE

9000-0031 C1, R1 Lump Sum 1.0000 N Proj

REMOVAL OF EXISTING CANTILEVER SIGN STRUCTURE

9000-0032 C1, R1 Lump Sum 1.0000 N Proj

REMOVAL OF EXISTING CANTILEVER SIGN STRUCTURE

9000-0039 H Each 3.0000 N Proj

TEMPORARY INLET CAP

9000-0043 C1 Cubic Yard 59.0000 N Proj

OVEREXCAVATION AND BACKFILL WITH COARSE AGGREGATE UNDER FOUNDATION

9000-0044 K Linear Foot 24.0000 N Proj

CURB TO MOUNTABLE CURB TRANSITION

9000-0045 X Each 5.0000 N Proj

MAILBOX RELOCATION

9000-0046 K Each 4.0000 N Proj

CAP EXISTING INLET

9000-0047 H Each 25.0000 N Proj

CONCRETE PIPE COLLAR

9000-0048 H Each 24.0000 N Proj

PIPE CONNECTION TO EXISTING INLET OR MANHOLE

9000-0049 C1 Cubic Yard 13.0000 N Proj

STOCKPILE AND PLACE NATIVE STREAMBED MATERIAL

9000-0100 H Linear Foot 46.0000 N Proj

Page 21 of 138September 19, 2026 08:07:10 AM

8" SDR-35 PVC SANITARY SEWER PIPE INSTALLATION

9000-0101 H Each 4.0000 N Proj

8" SANITARY SEWER MAIN RECONNECTION

9000-0102 H Each 1.0000 N Proj

LATERAL RECONNECTION TO NEW SEWER

9000-0103 K Each 1.0000 N Proj

MH F-111 MANHOLE REMOVAL

9000-0105 K Each 1.0000 N Proj

MH F-111 MANHOLE INSTALLATION

9000-0106 K Each 1.0000 N Proj

MH F-111A MANHOLE INSTALLATION

9000-0107 K Each 1.0000 N Proj

MH F-76 MANHOLE REPLACEMENT

9000-0108 H Lump Sum 1.0000 N Proj

CULVERT EXTENSION SEWER RELOCATION BYPASS PUMPING

9000-0109 K Each 4.0000 N Proj

MANHOLE FRAME AND COVER ADJUSTMENT

9000-0110 H Cubic Yard 49.0000 N Proj

PROTECT PIPE WITH FLOWABLE FILL

9000-0111 H Each 1.0000 N Proj

PROTECT PIPE WITH COMPRESSIBLE FOAM

9000-0112 H Each 1.0000 N Proj

EXCAVATE AND PROVIDE FOUNDATIONS TO PROTECT PIPE

9000-0113 H Linear Foot 39.0000 N Proj

8" CLASS 52 DUCTILE IRON SANITARY SEWER PIPE INSTALLATION

9000-0114 H Linear Foot 30.0000 N Proj

PROTECT EXISTING SANITARY SEWER IN PLACE

9000-0115 H Lump Sum 1.0000 N Proj

SANITARY LINE VIDEO INSPECTION, PRE- AND POST-CONSTRUCTION

9000-0150 H Linear Foot 75.0000 N Proj

16" WATER MAIN PIPE

9000-0151 H Each 4.0000 N Proj

16" 45-DEGREE BENDS

9000-0152 H Linear Foot 60.0000 N Proj

30" STEEL CASING PIPE

9000-0153 H Linear Foot 15.0000 N Proj

12" WATER MAIN PIPE

Page 22 of 138September 19, 2026 08:07:10 AM

9000-0154 H Each 4.0000 N Proj

12" 45-DEGREE BENDS

9000-0155 H Each 10.0000 N Proj

RAISING/LOWERING VALVE BOXES

9000-0156 H Each 2.0000 N Proj

FIRE HYDRANT RELOCATION

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

9000-7150 X Each 1.0000 N Std

MEASURE OF VERTICAL CLEARANCES

9203-0101 C1, U Lump Sum 1.0000 N Std

TEMPORARY EXCAVATION SUPPORT AND PROTECTION SYSTEM, S-42609

Page 23 of 138September 19, 2026 08:07:10 AM

SPECIAL PROVISIONS

Special Provision: 00 - a00001 CONSTRUCTION NOTIFICATIONS Addendum:

Action:

Item(s) Associated:

Header:

CONSTRUCTION NOTIFICATIONS

Provision Body:

1. Parcel 19 – Pennsylvania State Police – Do not perform construction activities or restrict traffic at both driveways connecting to SR 0462 / SR 0030 at the same time. Complete the construction of the sign structure foundation and mast adjacent to the western driveway and remove all traffic restrictions at the western driveway prior to constructing the sidewalk and curb ramp adjacent to the eastern driveway.

2. Parcel 35 – Wawa – Do not perform construction activities or restrict traffic at both driveways connecting to SR 0030 at the same time. When performing construction activities at the western driveway, maintain one ingress lane and one egress lane at the western driveway at all times. Notify the store manager at least fourteen (14) days prior to performing work at the driveways.

3. Parcel 23 – McDonald’s – Protect and maintain the bike rack and associated concrete pad at all times during construction.

4. Prior to ordering or fabrication of construction materials, field-verify the conditions, materials, dimensions, and inverts of existing inlets, manholes, pipes, and any other existing storm sewer and utility appurtenances that are to remain and connect to proposed systems. Notify the Representative immediately of any and all discrepancies. Contractor will be solely responsible for the costs of incorrect fabrication and associated work activities due to discrepancies between the contract documents and existing conditions.

5. Conduct all tree removal and tree trimming between November 16 and March 31.

6. Coordinate with East Lampeter Township Public Works to return removed signal equipment to the East Lampeter Township Municipal Complex. Contact Charles Thomas, Public Works Director, at 717-291-4676 or cthomas@eltwp.org. Any removed signal equipment not wanted by the Township is the property and responsibility of the contractor.

Project Specific Details:

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

APPLICABLE DESIGNATED SPECIAL PROVISIONS (FEDERAL)

Provision Body:

Page 24 of 138September 19, 2026 08:07:10 AM

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

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

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

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

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

DSP13. Buy America.

DSP15. Commonwealth Standard Terms and Conditions.

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

DSP17. Federal Audit Clause.

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

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

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

CONTRACT PROVISIONS - RIGHT TO KNOW LAW

Provision Body:

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

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

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

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

Page 25 of 138September 19, 2026 08:07:10 AM

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

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

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

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

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

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

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

Special Provision: C164B - a00164 CHANGES TO SPECIFICATIONS: SECTION 106

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.•

Page 26 of 138September 19, 2026 08:07:10 AM

106.11 BUILD AMERICA, BUY AMERICA ACT PROVISIONS—

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

The term produced in the United States defined as:

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

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

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

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

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

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

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

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

3. Construction Materials.

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

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

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

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

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

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.

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

Addendum:

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

Provision Body:

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

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

(m) Tests for Depth.

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

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

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

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

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

(m) Tests for Depth.

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

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

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

SECTION 360—ASPHALT TREATED PERMEABLE BASE COURSE

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

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

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

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

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

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

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

GRADED COURSES

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

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

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

TABLE G

Mixture Minimum Indicated Compacted Depths

Mixture Minimum Depth

9.5 mm Fine Grade Wearing Course 1 inch

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

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

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

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

1.a Placing. Unless otherwise allowed, deliver, place, and compact 6.3 mm paving mixtures during daylight hours. Ensure the mixture does not contain lumps of cold material. Deliver and place 6.3 mm paving mixtures at the laying temperatures specified in Table B.

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

Utilize a Material Transfer Vehicle (MTV) as specified in…