842446padot113754.pdf

PROPOSAL Report - Project 113754

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PROPOSAL REPORT

Project: 113754 Bid

Package: 1

Current Let: 10/29/2026 11:00:00 AM

Version: Current Addendum

Count: 4

District: 08 County: Dauphin

SR/SEC/

Group ID: 83/094/---

Description

I-83 South Bridge Replacement

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TABLE OF CONTENTS

BID PACKAGE SUMMARY

ADDENDA

PROJECT ITEMS AND QUANTITIES

SPECIAL PROVISIONS

00 - a00000 NOTICE TO CONTRACTOR - BID QUESTION SUBMISSIONS 00 - a00000 NOTICE TO CONTRACTOR - CAPITAL AREA GREENBELT ASSOCIATION (CAGA)

COORDINATION

00 - a00000 NOTICE TO CONTRACTOR - FALCON RESTRICTION AND COORDINATION 00 - a00000 NOTICE TO CONTRACTOR - PUC INFORMATION 00 - a00000 NOTICE TO CONTRACTOR – ENVIRONMENTAL RESTRICTIONS 00 - a00001 COOPERATION AND COORDINATION BETWEEN CONTRACTORS 00 - a00001 NORFOLK SOUTHERN COORDINATION 00 - a00005 FAA CLEARANCES TIME EXTENSIONS 00 - a00011 ITS AS-BUILT DELIVERABLES FOR OSP INSIGHT 00 - a00012 FP-001 CERTIFICATION OF CLEAN FILL 00 - a00013 ROAD CLOSING NOTIFICATION 00 - a00014 ROAD CLOSING RESTRICTIONS G50B - a00050 APPLICABLE DESIGNATED SPECIAL PROVISIONS (FEDERAL) G113B - a00113 CONTRACT PROVISIONS - RIGHT-TO-KNOW LAW C164A - a00164 CHANGES TO SPECIFICATIONS: SECTION 106 C171A - a00171 CHANGES TO SPECIFICATIONS: SECTIONS 313, 314, 360, 410, 412, and 413 ... 85 C172A - a00172 CHANGES TO SPECIFICATIONS: SECTIONS 107, 871, 872, 875, and 876 G211A - a00211 MANDATORY PRE-BID CONFERENCE 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 00 - a01701 FALL PROTECTION AND RESCUE PLAN G1902B - a01902 INSURANCE--GENERAL APPLICATION-ADDITIONAL COVERAGE LIMITS FOR

NS

G2102E - a02102 INSURANCE--INVOLVING R OF W OF NATIONAL RR-ADDITIONAL

COVERAGE LIMITS

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G2201A - a02201 RAILROAD COMPANY CONTACT PERSON FOR AMTRAK G2201A - a02201 RAILROAD COMPANY CONTACT PERSON FOR NS 00 - a02203 MAINTENANCE AND PROTECTION OF RAILROAD TRAFFIC (3rd Party Flagging Direct Hire)

00 - a02205 RAILROAD ADDITIONAL REQUIREMENTS G2301B - a02301 MAINTENANCE AND PROTECTION OF RAILROAD TRAFFIC G2302A - a02302 Worker Protection and Investment G2401B - a02401 RAILROAD PROTECTIVE SERVICES COSTS G2502A - a02502 REQUIREMENT OF THE PUBLIC UTILITY COMMISSION G60B - a02510 NIGHT SHIFT G110B - a02520 START OF WORK G100B - a02625 STATE POLICE FOR CONSTRUCTION ASSISTANCE N10501B - a10501 BRIDGE SHOP DRAWINGS 00 - a10509 SHOP METALLIZING AND PAINTING OF NEW STRUCTURAL STEEL N10550B - a10550 HEAVY CONSTRUCTION WAGE RATES N10601A - a10601 DRIVE ADJUSTMENTS 00 - a10602 DRIVE ADJUSTMENTS - SUPPLEMENTAL SPECIFICATIONS 00 - a10603 EXPANDED FOAM BACKFILL FOR POST-MOUNTED SIGNS G50E - a10701 GUIDE RAIL MOUNTED DELINEATORS 00 - a10801 HIGH-LOAD MULTI-ROTATIONAL BEARINGS 00 - a12201 POST MOUNTED & STRUCTURE MOUNTED SIGNS N13101B - a13101 CONSTRUCTION PROJECT TRAFFIC BARRIER PRE-INSTALLATION

REVIEW

00 - b00202 SECTION 202 S2011C - b02011 SECTION 201.3 00 - b04131 SECTION 413.3 00 - b04131a SECTION 413.3(g) PREPARATION OF THE EXISTING SURFACE 00 - b04132 SECTION 413.3(h)1.a - PLACING 00 - b04133 SECTION 413.3(i) COMPACTION S6012B - b06012 - SECTION 601.3(f) BACKFILLING TRENCH 00 - b06051 SECTION 605.3 S6092B - b06092 SECTION 609.2(f) MISCELLANEOUS MATERIALS 00 - b07042 SECTION 704 AND SECTION 1001 00 - b08041 SECTIONS 804.2 & 804.3 00 - b08671 SECTION 867 - COMPOST FILTER SOCK 00 - b09371 SECTION 937 - DELINEATION DEVICES 00 - b09521 SECTION 952 - CONTROLLER ASSEMBLY 00 - b09531 SECTION 953 00 - b09541 SECTION 954.3(i) GROUND RODS 00 - b09601 SECTIONS 960 and 964 00 - b10181 SECTION 1018 - REMOVAL OF EXISTING BRIDGES OR CULVERTS

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00 - b10851 SECTION 1085.3(h)4 Backfill 00 - b10901 ELASTOMER WATERPROOFING MEMBRANE ON OTHER SURFACES 00 - b10905 HIGH-LOAD MULTI-ROTATIONAL BEARINGS 00 - b10907 ARCHITECTURAL SURFACE TREATMENT, ½” RELIEF, SPLIT BLOCK, 14"X22" 00 - b10911 SELECTED BORROW EXCAVATION ROCK, CLASS R-4 GROUTED 00 - b10913 STAINING OF REINFORCED CONCRETE SURFACES 00 - b10915 ULTRA HIGH-PERFORMANCE CONCRETE 00 - b10917 RAILROAD PROTECTIVE FENCE, VINYL COATED STEEL, BLACK 00 - b10921 BARRIER LUMINAIRE 00 - b10923 RAILROAD PROTECTIVE FENCE, CURVED TOP, VINYL-COATED STEEL, BLACK 00 - b10925 1/2” CONDUIT IN STRUCTURE 00 - b10929 CONTROL OF HEAT OF HYDRATION FOR STRUCTURAL MASS CONCRETE 00 - b10931 MECHANICALLY FASTENED PREFABRICATED STRIP DRAIN 00 - b10935 TIMBER LAGGING 00 - b10937 48” DIA SOIL DRILLING 00 - b10939 ARCHITECTURAL SURFACE TREATMENT, ½” RELIEF, ASHLAR STONE 00 - b10966 PROTECTIVE BARRIER, WITH VERTICAL PROTECTIVE FENCE, VINYL COATED

STEEL, BLACK

00 - b10978 4-INCH PVC PIPE (SCHEDULE 40) 00 - b10986 6-INCH PVC PIPE (SCHEDULE 40) 00 - b12011 SECTION 1201 00 - b12021 SECTION 1202 00 - c02021 ITEMS 4202-0007/0015/0020/0075/0087 - DEMOLITION LIGHT POLES/LIGHTS 00 - c02051 ITEM 4205-0300 - SELECTED BORROW EXCAVATION MODIFIED 00 - c02201 ITEM 4220-0020 - FLOWABLE BACKFILL, TYPE C, MANHOLE FILL 00 - c02211 ITEM 4221-0005 - GEOGRIDS, CLASS 2, TYPE A OR B – BIAXIAL 00 - c06011 ITEMS 4601-0400/0402/0763/0775/7014/7313/7326/7327/7538/7546/7737 - PIPES

MODIFIED

00 - c06051 ITEM 4605-2869 - TYPE 7 INLET BOX, HEIGHT > 30' MODIFIED 00 - c06052 ITEM 4605-4001 - CAP EXISTING INLET 00 - c06091 ITEM 4609-0006 - INSPECTOR’S FIELD OFFICE AND INSPECTION FACILITES, TYPE A MODIFIED

I6091L - c06092 ITEM 0609-0009 - EQUIPMENT PACKAGE 00 - c06101 ITEM 4610-7002 - 6” PAVEMENT BASE DRAIN (PCSM UNDERDRAIN) 00 - c06161 ITEMS 4616-0602/1202/1204/1252 & 9616-1202 - END SECTIONS MODIFIED 00 - c06191 ITEM 4619-0459 - PERMANENT IMPACT ATTENUATING DEVICE - TEMPORARY 00 - c06192 ITEM 4619-0744 - PERMANENT IMPACT ATTENUATING DEVICE, TYPE V, TEST

LEVEL 3, (MASH) MODIFIED

00 - c06201 ITEMS 4620-1600/2012/2040 - GUIDE RAIL - TEMPORARY 00 - c06202 ITEM 4620-2010 - THRIE-BEAM GUIDE RAIL TO BARRIER TRANSITION - 18'-9"

ADDITIONAL THRIE BEAM

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00 - c06231 ITEMS 4623-0301/0303/0402/0412/0422/0431/0432/0601/0812 - CONCRETE

BARRIER (INCL. STAINING)

00 - c06271 ITEMS 4627-3019/3020 - TEMPORARY BARRIER, TEST LEVEL 3, - WITH DRAINAGE

SLOTS

00 - c06281 ITEMS 4628-3019/3020 - RESET TEMPORARY BARRIER, TEST LEVEL 3 - WITH

DRAINAGE SLOTS

00 - c06761 ITEM 4676-0001 - CEMENT CONCRETE SIDEWALK - ADA COMPLIANT CURB

RAMP

00 - c06861 ITEM 4686-0010 - CONSTRUCTION SURVEYING, TYPE A MODIFIED 00 - c07301 ITEM 4703-0026 - NO. 3 COARSE AGGREGATE MODIFIED 00 - c08081 ITEM 4808-3513 - CORNELIAN CHERRY - (6' HT. B&B) MODIFIED 00 - c08501 ITEM 4850-0035 - ROCK, CLASS R-7 CHOKED WITH ROCK, CLASS R-4 00 - c08502 ITEM 4850-0036 - ROCK, CLASS R-8 (GROUT) 00 - c08551 ITEM 4855-0003 - PUMPED WATER FILTER BAG (MANIFOLD SYSTEM) 00 - c08561 ITEM 4856-0001 - REMOVAL SEDIMENT AND ROCK BARRIER (INCLUDING

COMPOST)

00 - c08601 ITEM 4860-0010 - CONCRETE BLOCK/GRAVEL INLET PROTECTION FOR TYPE M

INLET (WITH COMPOST)

00 - c08602 ITEM 4860-0012 - CONCRETE BLOCK/GRAVEL INLET PROTECTION FOR TYPE C

INLET (WITH COMPOST)

00 - c08751 ITEM 4875-0001 - CONCRETE OUTLET STRUCTURE (ADDITIONAL BOX SIZES) 00 - c09011 ITEM 0901-0001 - MAINTENANCE AND PROTECTION OF TRAFFIC DURING

CONSTRUCTION

00 - c09101 ITEMS 4910-0001/0002 - JUNCTION BOXES, J.B.-1/2, ELECTRICAL SERVICE TO

ITS DEVICE

00 - c09102 ITEMS 4910/9910-0006 - JUNCTION BOXES, J.B.-25, SERVICE TO ITS DEVICE 00 - c09103 ITEM 4910-5055 - 2" DIRECT BURIAL CONDUIT, PVC 00 - c09104 ITEM 4910-5059 - 3" DIRECT BURIAL CONDUIT, RIGID STEEL, CONCRETE

ENCASED

00 - c09105 ITEM 4910-5175 - 2" EXPOSED CONDUIT, RIGID STEEL 00 - c09106 ITEM 4910-5400 - CONDUIT SLEEVE, 6" 00 - c09107 ITEM 4910-6000 - TRENCH, INCLUDING PAVEMENT RESTORATION 00 - c09321 ITEM 4932-0001 - POST MOUNTED SIGN, TYPE C - RED REFLECTIVE SHEETING .. 207 00 - c09481 ITEM 4948-0101/0102/0103/0301/0302/0303/0304/0305/0670/0671/0672/0673 - STEEL

SIGN STRUCTURES

00 - c09511 ITEM 4951-4012 - TRAFFIC SIGNAL SUPPORT, 12' PEDESTAL - MOUNT ON WALL... 208 00 - c09531 ITEM 4953-0802 - UNIFIED COMMAND AND CONTROL INTEGRATION MODIFIED 00 - c09541 ITEM 4954-0302 - JUNCTION BOX, JB-27 WITH NAME PLATE 00 - c09561 ITEM 4956-0712 - VIDEO DETECTION SYSTEM - OMNI-VIEW RETROFIT 00 - c10071 ITEMS 5007-0195/0196 - MICROPILES VERIFICATION LOAD TEST 00 - c10075 ITEMS 5007-0220/0221 - MICROPILES MOBILIZATION 00 - c10077 ITEM 5007-0230 - MICROPILES GROUT 00 - c10079 ITEMS 5007-0349/0350 - MICROPILES 9 5/8" DIAMETER, PLAIN STEEL

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00 - c10081 ITEM 5007-0365 - MICROPILES 11 3/4" DIAMETER, PLAIN STEEL 00 - c10181 ITEMS 1018-0001/0002/0003/0004/0005/0006/0007/0008/0009/0010 - REMOVAL OF

EXISTING BRIDGES

00 - c12011 ITEM 5201-0600 - ITS DEVICE FIELD ENCLOSURE, STRUCTURE MOUNT, VOLUME

LESS THAN 5 CF, MODIFIED

00 - c12012 ITEMS 5201-1300/1600 - ITS DEVICE FIELD ENCLOSURE, STR./POLE MOUNT, MODIFIED

00 - c12101 ITEMS 5210-0001/0100 - ITS CCTV, CAMERA SUBSYSTEM, POLE/STR. MOUNT, POSITIONAL CCTV

00 - c12111 ITEM 5211-0001 - PORTABLE CLOSED CIRCUIT TELEVISION (PCCTV) CAMERA

SUBSYSTEM, MODIFIED

00 - c12301 ITEM 5230-2650 - ITS CMS, 12" TEXT, FRONT-ACCESS, 30-DEG, RGB FULL

MATRIX DISPLAY, TYPE A

00 - c12302 ITEM 5230-4850 - ITS CMS, 18" TEXT, WALK-IN, 30-DEG, RGB FULL MATRIX

DISPLAY

00 - c12311 ITEM 5231-0005 - PORTABLE CHANGEABLE MESSAGE SIGN SUBSYSTEM, MODIFIED

I19992A - c19992 ITEM 1999-9999 - TRAINEES I80041A - c80041 BRIDGE STRUCTURES, AS-DESIGNED 00 - c80041 PART B - SPECIAL DRAWINGS AND SPECIAL DESIGN REQUIREMENTS, BRIDGES . 232 I80181A - c80181 SOUND BARRIER WALLS, AS-DESIGNED & ALTERNATES 00 - c80182 PART B - SPECIAL DRAWINGS AND SPECIAL DESIGN REQUIREMENTS, SOUND

BARRIER WALLS

I80101A - c86101 STRUCTURAL WALLS, AS DESIGNED & ALTERNATES 00 - c86102 PART B - SPECIAL DRAWINGS AND SPECIAL DESIGN REQUIREMENTS, STRUCTURAL WALLS

00 - c90001 ITEM 9000-0008 - LANE SEPARATOR CURB, YELLOW 00 - c90003 ITEMS 9000-0016/0019 - CEMENT-TREATED SUBGRADE STABILIZATION/CEMENT

ADDITIVE

00 - c90005 ITEM 9000-0017 - SOLUTION CAVITY EXCAVATION 00 - c90007 ITEM 9000-0062 - REMOVAL OF EXISTING IMPACT ATTENUATOR 00 - c90009 ITEM 9000-0063 - PARKING LOT LIGHTING - PARCEL 49 00 - c90011 ITEMS 9000-0100/0101/0102 - SECURITY FENCING CHAIN LINK TYPE 1 00 - c90013 ITEM 9000-0301 - HEALTH AND SAFETY PLAN 00 - c90015 ITEM 9000-0302 - SITE WORK PLAN 00 - c90017 ITEM 9000-0303 - UNDERGROUND STORAGE TANK REMOVAL 00 - c90019 ITEM 9000-0304 - SOIL EXCAVATION SAMPLING, ANALYSIS AND REPORTING 00 - c90021 ITEM 9000-0305 - DISPOSAL OF REGULATED FILL 00 - c90023 ITEM 9000-0306 - DISPOSAL OF RESIDUAL WASTE 00 - c90025 ITEM 9000-0307 - LIQUID SAMPLING AND DISPOSAL 00 - c90027 ITEM 9000-0308 - CONTINGENT SOIL SAMPLING, ANALYSIS, DISPOSAL AND

REPORTING

00 - c90029 ITEMS 9000-0500/0501/0502/0503 - REMOVE EXISTING SIGN STRUCTURE

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00 - c90033 ITEMS 9000-0600/0601 - JACKING AND RECEIVING PIT 00 - c90035 ITEM 9000-0602 - RECEIVING CAUSEWAY ROCK 00 - c90037 ITEM 9000-1000 - TEMPORARY SIGN OVERLAYS 00 - c90039 ITEM 9000-1001 - RELOCATE STRUCTURE MOUNTED SIGN TO GROUND

MOUNTED

00 - c90041 ITEM 9000-1002 - PERMANENT SIGN TEMPORARY LOCATION 00 - c90043 ITEM 9000-1003 - RELOCATE EXISTING SIGN TO PROPOSED SIGN STRUCTURE .. 269 00 - c90045 ITEM 9000-1004 - TEMPORARY INLET CAP 00 - c90047 ITEM 9000-1005 - INLET GRATE WITH TEMPORARY HOLD-DOWNS 00 - c90049 ITEM 9000-1006/1007/1015 - TEMPORARY INLET/MANHOLE/TOP UINT 00 - c90051 ITEMS 9000-1008/1009/1010/1013/1014/1016/1017 - TEMPORARY 18”/24"/54"/12"/

48"/30"/15" PIPES

00 - c90053 ITEM 9000-1011 - ASPHALT MANUAL PATCHING USING HOT MIX 00 - c90055 ITEM 9000-1012 - ASPHALT MANUAL PATCHING USING COLD MIX 00 - c90057 ITEM 9000-1020 - GUIDE RAIL AND IMPACT ATTENUATOR REPAIR AND

REPLACEMENT

I9500D - c90059 ITEM 9000-1021 - PERMANENT RIGHT-OF-WAY MONUMENTS 00 - c90061 ITEM 9000-1200 - LED LUMINAIRE, ARM MOUNT 00 - c90063 ITEM 9000-1400 - SOLAR POWERED FLASHING WARNING DEVICE 00 - c90064 ITEM 9000-1551 - INSTALLATION OF UGI UTILITIES, INC. GAS FACILITIES ON

BRIDGE

00 - c90065 ITEM 9000-1801 - 4" MULTIDUCT COMMUNICATION CONDUIT 00 - c90067 ITEM 9000-1802 - 4" MULTIDUCT COMMUNICATION CONDUIT, GALVANIZED 00 - c90069 ITEM 9000-1803 - 1.25” SDR-11 HDPE CONDUIT 00 - c90071 ITEM 9000-1804 - INSTALL NEW CONDUIT INTO EXISTING ITS DEVICE 00 - c90073 ITEMS 9000-1805/1806 - ITS COMMUNICATION JUNCTION BOX 00 - c90077 ITEM 9000-1807 - ITS COMMUNICATION JUNCTION BOX, ROUND LID 00 - c90079 ITEM 9000-1808 - ITS COMMUNICATION JUNCTION BOX, STRUCTURE MOUNTED . 284 00 - c90081 ITEMS 9000-1809/1810/1811 - STANDARD FIBER OPTIC CABLE 00 - c90083 ITEM 9000-1812 - FIBER OPTIC PATCH CABLE, LC CONNECTORS 00 - c90085 ITEMS 9000-1813/1814/1815 - 12/36/48-STRAND FIBER OPTIC CABLE SPLICE

CASE

00 - c90087 ITEM 9000-1816 - FIBER OPTIC DISTRIBUTION PANEL, 12-POSITION PATCH

PANEL

00 - c90089 ITEM 9000-1817 - SYSTEM SUPPORT EQUIPMENT 00 - c90091 ITEM 9000-1818 - UTILITY COMPANY SERVICES 00 - c90093 ITEM 9000-1819 - WOODEN UTILITY POLE, 35' HEIGHT 00 - c90095 ITEMS 9000-1820/1821/1822 - ITS SYSTEM - COMPLETE POWER SUPPLY, SERVICE A/B/C

00 - c90097 ITEM 9000-1823 - REMOVE EXISTING ITS RADIO 00 - c90099 ITEM 9000-1824 - UNFORESEEN ITS WORK

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00 - c90100 ITEM 9000-1825 - TRAFFIC SIGNAL AND ITS SYSTEM COORDINATION:

ORDERING, INTEGRATION, & TESTING

00 - c90103 ITEM 9000-1826 - CAVC 210 SOUTH BRIDGE, CUMBERLAND COUNTY 00 - c90105 ITEM 9000-1827 – REMOVE EXISTING CCTV CAMERA SITE 00 - c90107 ITEM 9000-1828 - REMOVE EXISTING CHANGEABLE MESSAGE SIGN SITE 00 - c90109 ITEM 9000-1829 - TEMPORARY ITS DEVICE SERVICE RELOCATION 00 - c90111 ITEM 9000-1830 - STRUCTURE-MOUNTED DEVICE ATTACHMENT ASSEMBLY 00 - c90113 ITEMS 9000-0203/2000/2001/2003/2005/2013/2016 - EXTRACT EXISTING STEEL

BEARING PILES

00 - c90115 ITEMS 9000-2002/2007 - EXTRACT EXISTING CONCRETE PILES 00 - c90119 ITEM 9000-2003/2004/2023/2201/2300 - OVEREXCAVATION AND BACKFILL WITH

CLASS C CEMENT CONCRETE

00 - c90121 ITEMS 9000-2050/2051/2052/2053/2054 - TEMPORARY TRESTLES 00 - c90123 ITEM 9000-2055 - TEMPORARY COFFERDAM, PIER 00 - c90125 ITEM 9000-2056 – TEMPORARY COFFERDAM 00 - c90127 ITEMS 9000-2101/2102/2700 - BRIDGE GROUNDING AND BONDING 00 - c90129 ITEMS 9000-2103/2104 – STANDPIPE 00 - c90131 ITEM 9000-2148 - NORFOLK SOUTHERN TRACK MONITORING 00 - c90133 ITEM 9000-2149 - VIBRATION MONITORING CONTROL 00 - c90135 ITEM 9000-2150 - AMTRAK TRACK MONITORING 00 - c90139 ITEM 9000-2151 - AMTRAK PERMIT TO ENTER 00 - c90141 ITEM 9000-2152 – PROTECTION OF TRAIL USERS 00 - c90142 ITEM 9000-2153 – TEMPORARY CONSTRUCTION ACCESS BRIDGE 00 - c90142 ITEM 9000-2154 – MAINTENANCE AND PROTECTION OF TRAFFIC – PARCEL 60

(PENNSY SUPPLY)

00 - c90143 ITEMS 9000-2XXX - OVEREXCAVATION AND BACKFILL WITH AASHTO NO. 2A

COARSE AGGREGATE

00 - c90145 ITEMS 9000-2900 – OVER-EXCAVATION AND BACKFILL WITH COARSE

AGGREGATE

00 - c90146 ITEM 9000-2950 - FALCON SCREENING CONSTRUCTION & MAINTENANCE 00 - c90147 ITEM 9000-2958 - MODIFY MURAL WALL 00 - c90149 ITEM 9000-3000 - AIDS TO NAVIGATION (ATON) PLAN 00 - c90151 ITEM 9000-3100 - TEMPORARY TRENCH DRAIN 00 - c90153 ITEMS 9000-3101/3102 - WEIGHTED SEDIMENT FILTER TUBE, 9.5” DIAMETER/12"

DIAMETER

00 - c90155 ITEM 9000-3104 - TEMPORARY PIPE PLUG 00 - c90157 ITEM 9000-3109 - SKIMMER 00 - c90158 ITEM 9000-3110 - TEMPORARY BAFFLE WALL (TYPE II) 00 - c90159 ITEM 9000-3112 - 6” GEOSYNTHETIC CLAY LINER UNDERDRAIN 00 - c90161 ITEM 9000-3113 - COMPOST WITH MULCH CONTROL NETTING 00 - c90165 ITEM 9000-3121 - TEMPORARY BOAT RAMP MAINTENANCE, INSPECTIONS AND

REMOVAL

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00 - c90166 ITEM 9000-3122 - UTILITY COMPANY SERVICES - WEST SHORE TEMPORARY

ACCESS ROAD

00 - c90167 ITEM 9000-3201 - AMENDED SOIL MIX 00 - c90167a ITEM 9000-3202 - WILLOW LIVE STAKES 00 - c90168 ITEM 9000-3369 - REPLACE EXISTING VALVE BOX AND ADJUST TO GRADE 00 - c90169 ITEM 9000-3439 - TEMPORARY 40' WOOD UTILITY POLE 00 - c90171 ITEM 9000-3440 – INSTALLATION OF 48” x 32” QUAZITE BOX HANDHOLE

(FURNISHED BY OTHERS)

00 - c90173 ITEM 9000-3441 - EXCAVATION, FIBER CUT, AND COIL IN HANDHOLE (AT&T) 00 - c90175 ITEM 9000-3460 PRIVATE WATER LINE RELOCATION - PARCEL 60 00 - c90176 ITEM 9000-3461 - PRE AND POST CONSTRUCTION INSPECTIONS 00 - c90179 ITEM 9000-3743 - EXPLORATORY AIR TRACK DRILLING 00 - c90191 ITEMS 9000-3300 THRU 9000-3318 - PA AMERICAN WATER - WATER RELOCATION

SPECIFICATIONS

00 - c90193 ITEMS 9000-3320 THRU 9000-3335 - LEMOYNE BOROUGH SEWER RELOCATION

SPECIFICAITONS

00 - c90195 ITEMS 9000-3360 THRU 9000-3368 - CAPITAL REGION WATER - WATER

RELOCATION SPECIFICATIONS

I68C - c90197 ITEM 9000-5101 - ELECTRONIC TICKETING (E-TICKETING) FOR

CONSTRUCTION AGGREGATE

I70C - c90199 ITEM 9000-5103 - ELECTRONIC TICKETING (E-TICKETING) FOR

CONSTRUCTION CONCRETE

I10421B - c91001 ITEM 9000-7150 - MEASUREMENT OF VERTICAL CLEARANCES 00 - c91003 ITEM 9000-9901 - LED ROADWAY LUMINAIRE - MAINLINE 00 - c91005 ITEM 9000-9902 - LED ROADWAY LUMINAIRE - EXIT RAMP 00 - c91007 ITEM 9000-9903 - LED ROADWAY LUMINAIRE - UNDERPASS I2032D - c92031 ITEMS 9203-0101 thru 0113/2101/2803/2804/2805 - TEMP. EXCAVATION

SUPPORT & PROTECTION SYSTEMS

00 - c92032 SUPPLEMENTAL SPECIFICATIONS FOR TEMPORARY EXCAVATION AND

SUPPORT PROTECTION SYSTEMS

I2230A - c92121 ITEM 9212-0101 - GEOSYNTHETIC CLAY LINER 00 - c94051 ITEM 9405-0001 - LONGITUDINAL JOINT SEALANT 00 - c96011 ITEM 9601-0001 - CONNECT TO EXISTING DRAINAGE 00 - c96012 ITEMS 9601-0003/0004/0005/0006/0400/0402/0506/0773/2823/7313/9363 - PIPES 00 - c96013 ITEM 9601-0010 - JACKED PIPE, 54", INCLUDING 72" CASING PIPE 00 - c96014 ITEM 9601-0011 - PIPE, 54", INCLUDING 72" CASING PIPE, 40'-1.5' FILL 00 - c96051 ITEM 9605-0001 – DOUBLE MEDIAN INLET 00 - c96052 ITEM 9605-2850 - INLET BOX CATCH BASIN TRAP 00 - c96053 ITEM 9605-0002 - DOGHOUSE MANHOLE 00 - c96181 ITEM 9618-0001 - CONCRETE COLLAR FOR INLET OR MANHOLE CONNECTION ... 389 00 - c96231 ITEMS 9623-0001 THRU 0022 - CONCRETE BARRIER TRANSITIONS 00 - c96232 ITEM 9623-0422/0423 - MOMENT SLAB/ WITH TOE WALL 00 - c98041 ITEM 9804-0001 - NATIVE STEEP SLOPE SEED MIX

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00 - c98501 ITEM 9850-0045 - ROCK, CLASS R-7 CHOKED WITH CLASS C CEMENT

CONCRETE

00 - c98503 ITEM 9850-0055 - ROCK, CLASS R-7 CHOKED WITH ROCK, NATURAL

STREAMBED MATERIAL

00 - c98504 ITEM 9850-0036 - ROCK, CLASS R-8, BOULDERS 00 - c99011 ITEM 9901-0350 - RAILROAD PROTECTIVE SERVICES 00 - c99101 ITEM 9910-4109 - AWG 3/0 UNDERGROUND CABLE, COPPER, 1 CONDUCTOR 00 - c99361 ITEM 9936-0001 - SIGN OVERLAYS 00 - c99371 ITEMS 9937-0222/0232/0330/0331 - PENNDOT CABLE MARKER (OF THE TYPE

INDICATED)

00 - c99521 ITEM 9952-0001 - FLASHING BEACON SYSTEM, STRUCTURE MOUNTED 00 - c99621 ITEM 9962-0083 - WHITE WATERBORNE PAVEMENT LEGEND I-83 SHIELD 8'-0" X 20'-0"

00 - c99631 ITEM 9963-0001 - RESET STRUCTURE MOUNTED EXTRUDED ALUMINUM

CHANNEL SIGNS

00 - c99651 ITEMS 9965-0083/0581 - PREFORMED THERMOPLASTIC LEGENDS 00 - c9XXXX ITEM 9000-2500 - PROPOSED EXPLORATORY TEST BORINGS 00 - c9XXXX ITEM 9000-3460 – TIME LAPSE VIDEO MONITORING

00 - ITEM 4689-0004 - CPM SCHEDULE RESOURCE LOADED, MODIFIED

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BID PACKAGE SUMMARY

Project: 113754 Bid Package: 1

Project Type: Standard Posted: 07/24/2026

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

Prequalification Required: Yes Pre-Bid Meeting: Mandatory

408 Version: 2026-1

Scheduled Let: 10/29/2026 11:00:00 AM Project Cost Range: $1,000,000,000.00 - $1,099,999,999.99 Anticipated NTP: 01/04/2027 Structure Work: 73.00%

Required Completion: 09/30/2038 DBE: 0% Wage Rates: Yes

Description:

The project consists of the replacement of the existing South Bridge with a wider bridge, widened to the south, full depth reconstruction of I-83 between the South Bridge and just east of the Exit 41A (PA 581) interchange, reconfiguration of the I-83 Exit 41B (Lemoyne) interchange, replacement of the existing South 3rd Street (SR 2035) bridge over I-83 and the Norfolk Southern Railroad in Lemoyne Borough, relocation of Lowther Street (SR 2028) east of South 3rd Street in Lemoyne Borough, replacement of the Front Street/2nd Street interchange, including the viaduct (bridge) from the eastern end of the South Bridge to Cameron Street, and construction of associated stormwater management, lighting, signage, and noise barriers. The eastern end of the I-83 South Bridge Project is the I-83 Front Street/2nd Street interchange, which includes the viaduct from the eastern end of the South Bridge to Cameron Street. The western end of the I-83 South Bridge Project is immediately east of the I-83/PA-581 interchange STATE ROUTE 0083, SECTION 094, in DAUPHIN COUNTY, CITY OF HARRISBURG and CUMBERLAND COUNTY, LEMOYNE BOROUGH, from a point in Cumberland County 4,368.94 feet west of Norfolk Southern tracks at Segment 0410/0411 Offset 0992/1362 to a point in Dauphin County 150 feet west of Cameron Street at Segment0430/0431 Offset 0012/0014, for an overall project length of 16,127.87 linear feet (3.055 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.

August 31, 2026 19:36:41 PM Page 12 of 410

ADDENDA

Addendum: 1

Project Cost Range: 1,000,000,000.00 - 1,099,999,999.99

DBE: 0.00%

Structure Work: 74.00%

Wage Rates: Yes Project Type: Standard

State Type of Work: BRIDGE REPLACEMENT Prequalification Required: Yes

Pre-Bid Meeting: Mandatory 408 Version: 2026-1

Actual Let: 10/29/2026 11:00:00 AM New Let:

Let Date Move:

Anticipated NTP: 01/04/2027

Required Completion: 09/30/2038

Description:

The project consists of the replacement of the existing South Bridge with a wider bridge, widened to the south, full depth reconstruction of I-83 between the South Bridge and just east of the Exit 41A (PA 581) interchange, reconfiguration of the I-83 Exit 41B (Lemoyne) interchange, replacement of the existing South 3rd Street (SR 2035) bridge over I-83 and the Norfolk Southern Railroad in Lemoyne Borough, relocation of Lowther Street (SR 2028) east of South 3rd Street in Lemoyne Borough, replacement of the Front Street/2nd Street interchange, including the viaduct (bridge) from the eastern end of the South Bridge to Cameron Street, and construction of associated stormwater management, lighting, signage, and noise barriers. The eastern end of the I-83 South Bridge Project is the I-83 Front Street/2nd Street interchange, which includes the viaduct from the eastern end of the South Bridge to Cameron Street. The western end of the I-83 South Bridge Project is immediately east of the I-83/PA-581 interchange STATE ROUTE 0083, SECTION 094, in DAUPHIN COUNTY, CITY OF HARRISBURG and CUMBERLAND COUNTY, LEMOYNE BOROUGH, from a point in Cumberland County 4,368.94 feet west of Norfolk Southern tracks at Segment 0410/0411 Offset 0992/1362 to a point in Dauphin County 150 feet west of Cameron Street at Segment0430/0431 Offset 0012/0014, for an overall project length of 16,127.87 linear feet (3.055 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.

Item and Quantity:

Special Provision:

Other:

ADD the following attachments:

August 31, 2026 19:36:41 PM Page 13 of 410

SR 0083-094 South Bridge and East Shore Viaduct Hydrologic and Hydraulic Report Pre-Bid Construction Schedule - Calendars

ADD the following plan set:

Highway Lighting Plan

August 31, 2026 19:36:41 PM Page 14 of 410

Addendum: 2

DBE: 0.00%

Structure Work: 74.00%

Wage Rates: Yes Project Type: Standard

State Type of Work: BRIDGE REPLACEMENT Prequalification Required: Yes

Pre-Bid Meeting: Mandatory 408 Version: 2026-1

Actual Let: 10/29/2026 11:00:00 AM New Let:

Let Date Move:

Anticipated NTP: 01/04/2027

Required Completion: 09/30/2038

Description:

The project consists of the replacement of the existing South Bridge with a wider bridge, widened to the south, full depth reconstruction of I-83 between the South Bridge and just east of the Exit 41A (PA 581) interchange, reconfiguration of the I-83 Exit 41B (Lemoyne) interchange, replacement of the existing South 3rd Street (SR 2035) bridge over I-83 and the Norfolk Southern Railroad in Lemoyne Borough, relocation of Lowther Street (SR 2028) east of South 3rd Street in Lemoyne Borough, replacement of the Front Street/2nd Street interchange, including the viaduct (bridge) from the eastern end of the South Bridge to Cameron Street, and construction of associated stormwater management, lighting, signage, and noise barriers. The eastern end of the I-83 South Bridge Project is the I-83 Front Street/2nd Street interchange, which includes the viaduct from the eastern end of the South Bridge to Cameron Street. The western end of the I-83 South Bridge Project is immediately east of the I-83/PA-581 interchange STATE ROUTE 0083, SECTION 094, in DAUPHIN COUNTY, CITY OF HARRISBURG and CUMBERLAND COUNTY, LEMOYNE BOROUGH, from a point in Cumberland County 4,368.94 feet west of Norfolk Southern tracks at Segment 0410/0411 Offset 0992/1362 to a point in Dauphin County 150 feet west of Cameron Street at Segment0430/0431 Offset 0012/0014, for an overall project length of 16,127.87 linear feet (3.055 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.

Item and Quantity:

ADD the following item:

9203-2805

Special Provision:

ADD the following special provisions:

Changes to Specifications: Section 106 Item 9203-2805

REVISE the following special provisions:

August 31, 2026 19:36:41 PM Page 15 of 410

Section 1018 - Removal of Existing Bridges or Culverts Items 4627-3019/3020 Items 4628-3019/3020 Item 9000-2950 Item 9000-3461

Other:

ADD the following attachments:

Pennsy Supply Specialty Study Structure Foundation Report - South Bridge Structure Foundation Report - Ramp L

ADD the following plan sets:

Existing Structure Plans - Ramp X (S-338 & S-18437) Existing Structure Plans - 3rd Street Bridge Railroad Span Abutments and Wingwalls (S-2377 & S-12133)

REVISE the Roadway Plan as follows:

REPLACE Sheet 121 of 479.

REVISE the Traffic Control Plan as follows:

REPLACE Sheet 16 of 198.

August 31, 2026 19:36:41 PM Page 16 of 410

Addendum: 3

DBE: 0.00%

Structure Work: 73.00%

Wage Rates: Yes Project Type: Standard

State Type of Work: BRIDGE REPLACEMENT Prequalification Required: Yes

Pre-Bid Meeting: Mandatory 408 Version: 2026-1

Actual Let: 10/29/2026 11:00:00 AM New Let:

Let Date Move:

Anticipated NTP: 01/04/2027

Required Completion: 09/30/2038

Description:

The project consists of the replacement of the existing South Bridge with a wider bridge, widened to the south, full depth reconstruction of I-83 between the South Bridge and just east of the Exit 41A (PA 581) interchange, reconfiguration of the I-83 Exit 41B (Lemoyne) interchange, replacement of the existing South 3rd Street (SR 2035) bridge over I-83 and the Norfolk Southern Railroad in Lemoyne Borough, relocation of Lowther Street (SR 2028) east of South 3rd Street in Lemoyne Borough, replacement of the Front Street/2nd Street interchange, including the viaduct (bridge) from the eastern end of the South Bridge to Cameron Street, and construction of associated stormwater management, lighting, signage, and noise barriers. The eastern end of the I-83 South Bridge Project is the I-83 Front Street/2nd Street interchange, which includes the viaduct from the eastern end of the South Bridge to Cameron Street. The western end of the I-83 South Bridge Project is immediately east of the I-83/PA-581 interchange STATE ROUTE 0083, SECTION 094, in DAUPHIN COUNTY, CITY OF HARRISBURG and CUMBERLAND COUNTY, LEMOYNE BOROUGH, from a point in Cumberland County 4,368.94 feet west of Norfolk Southern tracks at Segment 0410/0411 Offset 0992/1362 to a point in Dauphin County 150 feet west of Cameron Street at Segment0430/0431 Offset 0012/0014, for an overall project length of 16,127.87 linear feet (3.055 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.

Item and Quantity:

ADD the following items:

0516-2007 0516-2009 0516-2021 9000-3202

REVISE the quantities of the following items:

0203-0001 0313-0422 0313-0530

August 31, 2026 19:36:41 PM Page 17 of 410

0413-0286 0413-6045 0413-6096 0460-0001 0605-2854 0605-2855 9000-3313

DELETE the following item:

0605-2857

Special Provision:

ADD the following special provision:

Item 9000-3202

REVISE the following special provisions:

Architectural Surface Treatment, 1/2" Relief, Split Block, 14"x22" Staining of Reinforced Concrete Surfaces Item 0901-0001 Item 9000-2003/2004/2023/2201/2300 Items 9000-2050/2051/2052/2053/2054 Item 9000-2151 Item 9901-0350

Other:

ADD the following attachment:

Electric Traction Plans from SR 0083-OCS [I-83 South Bridge AMTRAK Early Action (OCS)] ECMS #121921

REVISE the following attachment:

Pennsy Supply Specialty Study

REVISE the Roadway Plan as follows:

REPLACE Sheets 111, 112, 113, 120, 121, 132, 146, 172, 194, 325, 326, 448, & 450 of 479.

REVISE the Cross Sections as follows:

REPLACE Sheet 322 of 376.

REVISE the Erosion and Sediment Pollution Control Plan as follows

REPLACE Sheet 63 of 268.

REVISE the Restoration Plan as follows:

REPLACE Sheet 2 of 7.

REVISE the Utility Relocation Plan - PA American Water as follows:

REPLACE Sheet 2 of 11.

August 31, 2026 19:36:41 PM Page 18 of 410

Addendum: 4

DBE: 0.00%

Structure Work: 73.00%

Wage Rates: Yes Project Type: Standard

State Type of Work: BRIDGE REPLACEMENT Prequalification Required: Yes

Pre-Bid Meeting: Mandatory 408 Version: 2026-1

Actual Let: 10/29/2026 11:00:00 AM New Let:

Let Date Move:

Anticipated NTP: 01/04/2027

Required Completion: 09/30/2038

Description:

The project consists of the replacement of the existing South Bridge with a wider bridge, widened to the south, full depth reconstruction of I-83 between the South Bridge and just east of the Exit 41A (PA 581) interchange, reconfiguration of the I-83 Exit 41B (Lemoyne) interchange, replacement of the existing South 3rd Street (SR 2035) bridge over I-83 and the Norfolk Southern Railroad in Lemoyne Borough, relocation of Lowther Street (SR 2028) east of South 3rd Street in Lemoyne Borough, replacement of the Front Street/2nd Street interchange, including the viaduct (bridge) from the eastern end of the South Bridge to Cameron Street, and construction of associated stormwater management, lighting, signage, and noise barriers. The eastern end of the I-83 South Bridge Project is the I-83 Front Street/2nd Street interchange, which includes the viaduct from the eastern end of the South Bridge to Cameron Street. The western end of the I-83 South Bridge Project is immediately east of the I-83/PA-581 interchange STATE ROUTE 0083, SECTION 094, in DAUPHIN COUNTY, CITY OF HARRISBURG and CUMBERLAND COUNTY, LEMOYNE BOROUGH, from a point in Cumberland County 4,368.94 feet west of Norfolk Southern tracks at Segment 0410/0411 Offset 0992/1362 to a point in Dauphin County 150 feet west of Cameron Street at Segment0430/0431 Offset 0012/0014, for an overall project length of 16,127.87 linear feet (3.055 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.

Item and Quantity:

Special Provision:

Other:

ADD the following attachments:

Pre-Bid Meeting Agenda Pre-Bid Meeting Attendance Sign-in Sheet Pre-Bid Meeting Minutes Pre-Bid Meeting Presentation

August 31, 2026 19:36:41 PM Page 19 of 410

August 31, 2026 19:36:41 PM Page 20 of 410

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

0202-0001 B Lump Sum 1.0000 N

DEMOLITION

0202-0003 B Lump Sum 1.0000 N

0202-0004 B Lump Sum 1.0000 N

0202-0006 B Lump Sum 1.0000 N

4202-0007 B Lump Sum 1.0000 N Proj

DEMOLITION LIGHT POLE

0202-0008 B Lump Sum 1.0000 N

0202-0009 B Lump Sum 1.0000 N

0202-0010 B Lump Sum 1.0000 N

0202-0011 B Lump Sum 1.0000 N

0202-0012 B Lump Sum 1.0000 N

0202-0014 B Lump Sum 1.0000 N

4202-0015 B Lump Sum 1.0000 N Proj

DEMOLITION LIGHT POLES

0202-0016 B Lump Sum 1.0000 N

0202-0017 B Lump Sum 1.0000 N

0202-0018 B Lump Sum 1.0000 N

0202-0019 B Lump Sum 1.0000 N

August 31, 2026 19:36:41 PM Page 21 of 410

4202-0020 B Lump Sum 1.0000 N Proj

DEMOLITION LIGHT POLE

0202-0050 B Lump Sum 1.0000 N

0202-0051 B Lump Sum 1.0000 N

0202-0054 B Lump Sum 1.0000 N

0202-0055 B Lump Sum 1.0000 N

0202-0060 B Lump Sum 1.0000 N

0202-0061 B Lump Sum 1.0000 N

0202-0063 B Lump Sum 1.0000 N

0202-0067 B Lump Sum 1.0000 N

0202-0068 B Lump Sum 1.0000 N

0202-0069 B Lump Sum 1.0000 N

0202-0070 B Lump Sum 1.0000 N

0202-0071 B Lump Sum 1.0000 N

0202-0072 B Lump Sum 1.0000 N

4202-0075 B Lump Sum 1.0000 N Proj

DEMOLITION LIGHT POLES

0202-0077 B Lump Sum 1.0000 N

0202-0078 B Lump Sum 1.0000 N

0202-0079 B Lump Sum 1.0000 N

0202-0080 B Lump Sum 1.0000 N

August 31, 2026 19:36:41 PM Page 22 of 410

0202-0081 B Lump Sum 1.0000 N

0202-0082 B Lump Sum 1.0000 N

0202-0083 B Lump Sum 1.0000 N

0202-0084 B Lump Sum 1.0000 N

0202-0085 B Lump Sum 1.0000 N

0202-0086 B Lump Sum 1.0000 N

4202-0087 B Lump Sum 1.0000 N Proj

DEMOLITION LIGHTS

0202-0088 B Lump Sum 1.0000 N

0202-0089 B Lump Sum 1.0000 N

0202-0090 B Lump Sum 1.0000 N

0202-0091 B Lump Sum 1.0000 N

0202-0092 B Lump Sum 1.0000 N

0202-0093 B Lump Sum 1.0000 N

0203-0001 C Cubic Yard 304,698.0000 N 3 Modified

CLASS 1 EXCAVATION

0203-0003 C1 Cubic Yard 50,000.0000 N

CLASS 1A EXCAVATION

0203-0006 G4 Linear Foot 17,301.0000 N

SAW CUTTING

0204-0001 C1, H Cubic Yard 16,665.0000 N

CLASS 2 EXCAVATION

0204-0100 C1, S1, T1 Cubic Yard 2,060.0000 N

CLASS 3 EXCAVATION

0204-0150 C1, H, S Cubic Yard 65.0000 N

August 31, 2026 19:36:41 PM Page 23 of 410

CLASS 4 EXCAVATION

0205-0100 C1 Cubic Yard 70,000.0000 N

FOREIGN BORROW EXCAVATION

0205-0263 C1 Cubic Yard 5,297.0000 N

SELECTED BORROW EXCAVATION ROCK, CLASS R-3

0205-0264 C1 Cubic Yard 787.0000 N

SELECTED BORROW EXCAVATION ROCK, CLASS R-4

0205-0266 C1 Cubic Yard 77.0000 N

SELECTED BORROW EXCAVATION ROCK, CLASS R-6

0205-0268 C1 Cubic Yard 94,010.0000 N

SELECTED BORROW EXCAVATION ROCK, CLASS R-8

4205-0300 C1 Ton 80.0000 N Proj

SELECTED BORROW EXCAVATION MODIFIED

0208-0001 C Hour 3.0000 N

SPECIAL ROLLING

0212-0001 C3, H, M2 Linear Foot 28,959.0000 N

GEOTEXTILE, CLASS 1

0212-0014 C3, H, M2 Square Yard 151,789.0000 N

GEOTEXTILE, CLASS 4, TYPE A

0220-0020 K1 Cubic Yard 233.0000 N

FLOWABLE BACKFILL, TYPE C

4220-0020 K1 Cubic Yard 8.0000 N Proj

FLOWABLE BACKFILL, TYPE C , MANHOLE FILL

4221-0005 C3, M2 Square Yard 1,109.0000 N Proj

GEOGRIDS, CLASS 2, TYPE A OR B - BIAXIAL

0313-0420 E Square Yard 1,206.0000 N SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, 0.3 TO < 3 MILLION ESALs, 25.0 MM MIX, 3" DEPTH

0313-0422 E Square Yard 17,629.0000 N 3 Modified SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, 0.3 TO < 3 MILLION ESALs, 25.0 MM MIX, 4" DEPTH

0313-0424 E Square Yard 725.0000 N SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, 0.3 TO < 3 MILLION ESALs, 25.0 MM MIX, 5" DEPTH

0313-0430 E Square Yard 190.0000 N SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, 0.3 TO < 3 MILLION ESALs, 25.0 MM MIX, 8" DEPTH

0313-0526 E Square Yard 13,620.0000 N SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, 3 TO < 10 MILLION ESALs, 25.0 MM MIX, 6" DEPTH

0313-0528 E Square Yard 25,547.0000 N SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, 3 TO < 10 MILLION ESALs, 25.0 MM MIX, 7" DEPTH

August 31, 2026 19:36:41 PM Page 24 of 410

0313-0530 E Square Yard 10,485.0000 N 3 Modified SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, 3 TO < 10 MILLION ESALs, 25.0 MM MIX, 8" DEPTH

0313-0535 E Square Yard 20,587.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, 3 TO < 10 MILLION ESALs, 25.0 MM MIX, 11 "

DEPTH

0313-0536 E Square Yard 14,296.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, 3 TO < 10 MILLION ESALs, 25.0 MM MIX, 12 "

0313-0726 E Square Yard 42,626.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, >/= 30 MILLION ESALs, 25.0 MM MIX, 6" DEPTH

0313-0735 E Square Yard 3,991.0000 N SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, >/= 30 MILLION ESALs, 25.0 MM MIX, 11 " DEPTH

0314-0105 E Square Yard 42,508.0000 N SUPERPAVE ASPHALT MIXTURE DESIGN, ASPHALT RICH BASE COURSE, PG 64S-22, 25.0 MM MIX, 5" DEPTH

0316-0430 E, F1 Square Yard 719.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, FLEXIBLE BASE REPLACEMENT, PG 64S-22, 0.3 TO < 3 MILLION ESALs, 25.0

MM MIX, 8" DEPTH

0350-0104 C, E Square Yard 2,031.0000 N

SUBBASE 4" DEPTH (NO. 2A)

0350-0106 C, E Square Yard 2,766.0000 N

SUBBASE 6" DEPTH (NO. 2A)

0350-0108 C, E Square Yard 59,102.0000 N

SUBBASE 8" DEPTH (NO. 2A)

0350-0110 C, E Square Yard 89,951.0000 N

SUBBASE 10" DEPTH (NO. 2A)

0404-0012 X Dollar 45,000.0000 $1.00 Y

ASPHALT PAVEMENT RIDE QUALITY INCENTIVE, SCHEDULE B

0405-0001 X Dollar 45,000.0000 $1.00 Y

ASPHALT PAVEMENT LONGITUDINAL JOINT DENSITY INCENTIVE/DISINCENTIVE

0413-0245 F Square Yard 190.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG 64S-22, 0.3 TO < 3 MILLION ESALS, 9.5 MM MIX, 1 1/2"

DEPTH, SRL-H

0413-0286 F Square Yard 36,103.0000 N 3 Modified

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

DEPTH, SRL-L

0413-0387 F Square Yard 78,368.0000 N

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

DEPTH, SRL-E

0413-0388 F Square Yard 4,583.0000 N

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

DEPTH, SRL-H

August 31, 2026 19:36:41 PM Page 25 of 410

0413-0393 F Ton 1,790.0000 N

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

0413-2074 F Ton 250.0000 N

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

MM MIX, SRL-L

0413-3220 F Square Yard 26,325.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, RPS, PG 64S-22, 0.3 TO < 3 MILLION ESALS, 12.5 MM MIX, 2" DEPTH, SRL-H

0413-3449 F Square Yard 34,978.0000 N

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

0413-3450 F Square Yard 10,429.0000 N

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

0413-6045 F Square Yard 18,162.0000 N 3 Modified

SUPERPAVE ASPHALT MIXTURE DESIGN, BINDER COURSE, PG 64S-22, 0.3 TO < 3 MILLION ESALS, 19.0 MM MIX, 2 1/2"

0413-6058 F Square Yard 8,492.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, BINDER COURSE, PG 64S-22, 3 TO < 10 MILLION ESALS, 19.0 MM MIX, 3 1/2"

0413-6088 F Square Yard 42,344.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, BINDER COURSE, PG 64E-22, >/= 30 MILLION ESALS, 19.0 MM MIX, 3" DEPTH

0413-6089 F Ton 16.0000 N SUPERPAVE ASPHALT MIXTURE DESIGN, BINDER COURSE, PG 64E-22, >/= 30 MILLION ESALS, 19.0 MM MIX

0413-6095 F Square Yard 294.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, BINDER COURSE, PG 64E-22, 3 TO < 10 MILLION ESALS, 19.0 MM MIX, 2 1/2"

0413-6096 F Square Yard 22,957.0000 N 3 Modified

SUPERPAVE ASPHALT MIXTURE DESIGN, BINDER COURSE, PG 64E-22, 3 TO < 10 MILLION ESALS, 19.0 MM MIX, 3"

0413-6097 F Ton 8.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, BINDER COURSE, PG 64E-22, 3 TO < 10 MILLION ESALS, 19.0 MM MIX

0413-8084 F Square Yard 3,991.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, BINDER COURSE, RPS, PG 64E-22, >/= 30 MILLION ESALS, 19.0 MM MIX, 2 1/2"

0413-8092 F Square Yard 35,009.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, BINDER COURSE, RPS, PG 64E-22, 3 TO < 10 MILLION ESALS, 19.0 MM MIX, 2

1/2" DEPTH

0419-0200 F Square Yard 153,152.0000 N

STONE MATRIX ASPHALT MIXTURE DESIGN WITH 0 PERCENT RAP, WEARING COURSE, PG 64E-22, LTS ACCEPTANCE

12.5 MM MIX, 2" DEPTH, SRL-E

August 31, 2026 19:36:41 PM Page 26 of 410

0460-0001 F4 Square Yard 535,033.0000 N 3 Modified

ASPHALT TACK COAT

0491-0013 F3 Square Yard 206,591.0000 N MILLING OF ASPHALT PAVEMENT SURFACE, 2" DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR

0491-0018 F3 Square Yard 1,123.0000 N MILLING OF ASPHALT PAVEMENT SURFACE, 4 1/2" DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR

0501-0020 G, G1, K Square Yard 49.0000 N

PLAIN CEMENT CONCRETE PAVEMENT, 4" DEPTH

0501-0028 G Square Yard 2,031.0000 N

PLAIN CEMENT CONCRETE PAVEMENT, 8" DEPTH

0516-2007 G1, G4 Linear Foot 500.0000 N 3 Added

PATCHING JOINT

0516-2009 G1, G4 Linear Foot 75.0000 N 3 Added

NEW PAVEMENT JOINT, NON-SKEWED

0516-2021 C1, E, G1 Cubic Yard 8.0000 N 3 Added

SUBBASE MATERIAL FOR CONCRETE PAVEMENT PATCHING

0516-2033 G1 Square Yard 310.0000 N

CONCRETE PAVEMENT PATCHING, TYPE A, 9" DEPTH

0516-2043 G1 Square Yard 78.0000 N

CONCRETE PAVEMENT PATCHING, TYPE B, 9" DEPTH

0516-9001 G1 Square Yard 100.0000 N

FULL DEPTH CORNER REPAIR

0601-0351 H Linear Foot 4.0000 N

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

0601-0352 H Linear Foot 16.0000 N

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

E 0601-0393 H Linear Foot 82.0000 N

18" CORRUGATED POLYETHYLENE (PE) CULVERT PIPE, GROUP V, 7'-2.5' FILL

O 0601-2823 H Linear Foot 82.0000 N 18" CORRUGATED ALUMINUM ALLOY PIPE, TYPE I, (2 2/3" X 1/2" CORRUGATIONS), 16 GAGE

E 0601-0400 H Linear Foot 3,339.0000 N

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

O 0601-0763 H Linear Foot 3,339.0000 N

18" DUCTILE IRON PIPE

O 4601-7313 H Linear Foot 3,339.0000 N Proj

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

E 4601-0400 H Linear Foot 385.0000 N Proj

August 31, 2026 19:36:41 PM Page 27 of 410

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

A 0616-1252 H Each 1.0000 N

THERMOPLASTIC END SECTION FOR 18" PIPE

O 9601-2823 H Linear Foot 385.0000 N Proj 18" CORRUGATED ALUMINUM ALLOY PIPE, TYPE I, (2 2/3" X 1/2" CORRUGATIONS), 16 GAGE

A 0616-0602 H Each 1.0000 N

ALUMINUM ALLOY END SECTIONS, 16 GAGE, FOR 18" PIPE

O 9601-7313 H Linear Foot 385.0000 N Proj

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

A 9616-1202 H Each 1.0000 N Proj

CONCRETE END SECTIONS FOR 18" PIPE

E 4601-0402 H Linear Foot 42.0000 N Proj

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

A 0616-1254 H Each 2.0000 N

THERMOPLASTIC END SECTION FOR 24" PIPE

O 4601-7327 H Linear Foot 42.0000 N Proj

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

A 0616-1204 H Each 2.0000 N

CONCRETE END SECTIONS FOR 24" PIPE

E 0601-0500 H Linear Foot 500.0000 N

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

O 0601-7710 H Linear Foot 500.0000 N

18" REINFORCED CONCRETE PIPE, TYPE B, 15' - 3' FILL, SHORE/TRENCH BOX

E 0601-0504 H Linear Foot 344.0000 N

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

O 0601-7727 H Linear Foot 344.0000 N

30" REINFORCED CONCRETE PIPE, TYPE B, 15' - 3' FILL, SHORE/TRENCH BOX

E 0601-0506 H Linear Foot 526.0000 N

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

O 0601-7737 H Linear Foot 526.0000 N

36" REINFORCED CONCRETE PIPE, TYPE B, 15' - 3' FILL, SHORE/TRENCH BOX

E 0601-0509 H Linear Foot 49.0000 N

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

O 0601-7556 H Linear Foot 49.0000 N 60" REINFORCED CONCRETE PIPE, TYPE A, 15' - 1.5' FILL, SHORE/TRENCH BOX, 100 YEAR DESIGN LIFE

E 0601-0550 H Linear Foot 1,379.0000 N

18" THERMOPLASTIC PIPE, GROUP VII, 12'-2' FILL, 100 YEAR DESIGN LIFE

August 31, 2026 19:36:41 PM Page 28 of 410

O 4601-7014 H Linear Foot 1,379.0000 N Proj 18" REINFORCED CONCRETE PIPE, TYPE A, 15' - 2' FILL, 100 YEAR DESIGN LIFE MODIFIED

E 0601-0551 H Linear Foot 36.0000 N

24" THERMOPLASTIC PIPE, GROUP VII, 12'-2' FILL, 100 YEAR DESIGN LIFE

O 0601-7027 H Linear Foot 36.0000 N

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

E 0601-0565 H Linear Foot 30.0000 N 42" THERMOPLASTIC PIPE, GROUP VII, 12'-2' FILL, SHORE/TRENCH BOX, 100 YEAR DESIGN LIFE

O 0601-7542 H Linear Foot 30.0000 N 42" REINFORCED CONCRETE PIPE, TYPE A, 15' - 2' FILL, SHORE/TRENCH BOX, 100 YEAR DESIGN LIFE

E 0601-0566 H Linear Foot 53.0000 N 48" THERMOPLASTIC PIPE, GROUP VII, 12'-2' FILL, SHORE/TRENCH BOX, 100 YEAR DESIGN LIFE

O 4601-7546 H Linear Foot 53.0000 N Proj 48" REINFORCED CONCRETE PIPE, TYPE A, 15' - 1.5' FILL, SHORE/TRENCH BOX, 100 YEAR DESIGN LIFE MODIFIED

E 4601-0763 H Linear Foot 57.0000 N Proj

18" DUCTILE IRON PIPE MODIFIED

O 9601-0007 H Linear Foot 57.0000 N Proj

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

E 0601-0773 H Linear Foot 82.0000 N

18" DUCTILE IRON PIPE, 100 YEAR DESIGN LIFE

O 0601-7016 H Linear Foot 82.0000 N

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

E 4601-0775 H Linear Foot 222.0000 N Proj

24" DUCTILE IRON PIPE, 100 YEAR DESIGN LIFE MODIFIED

O 9601-0004 H Linear Foot 222.0000 N Proj

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

0601-0779 H Linear Foot 82.0000 N

48" DUCTILE IRON PIPE, 100 YEAR DESIGN LIFE

E 0601-0973 H Linear Foot 16.0000 N

18" DUCTILE IRON PIPE, SHORE/TRENCH BOX, 100 YEAR DESIGN LIFE

O 0601-7511 H Linear Foot 16.0000 N 18" REINFORCED CONCRETE PIPE, TYPE A, 15' - 3' FILL, SHORE/TRENCH BOX, 100 YEAR DESIGN LIFE

E 0601-0977 H Linear Foot 105.0000 N

36" DUCTILE IRON PIPE, SHORE/TRENCH BOX, 100 YEAR DESIGN LIFE

O 4601-7538 H Linear Foot 105.0000 N Proj 36" REINFORCED CONCRETE PIPE, TYPE A, 15' - 3' FILL, SHORE/TRENCH BOX, 100 YEAR DESIGN LIFE MODIFIED

0601-5430 H, K1 Cubic Yard 64.0000 N

CLASS A CEMENT CONCRETE FOR MISCELLANEOUS DRAINAGE

August 31, 2026 19:36:41 PM Page 29 of 410

0601-5901 H1 Linear Foot 3,994.0000 N

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

0601-5902 H1 Linear Foot 619.0000 N

CLEANING EXISTING PIPE CULVERTS, DIAMETERS OVER 36"

0601-7014 H Linear Foot 78.0000 N

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

0601-7032 H Linear Foot 184.0000 N

24" REINFORCED CONCRETE PIPE, TYPE A, 40' - 1.5' FILL, 100 YEAR DESIGN LIFE

0601-7313 H Linear Foot 91.0000 N

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

4601-7326 H Linear Foot 34.0000 N Proj

24" REINFORCED CONCRETE PIPE, TYPE B, 10' - 2' FILL MODIFIED

0601-7327 H Linear Foot 8.0000 N

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

0601-7340 H Linear Foot 240.0000 N

30" REINFORCED CONCRETE PIPE, TYPE B, 10' - 2' FILL

0601-7341 H Linear Foot 244.0000 N

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

0601-7365 H Linear Foot 187.0000 N

42" REINFORCED CONCRETE PIPE, TYPE B, 25' - 1.5' FILL

0601-7375 H Linear Foot 372.0000 N

48" REINFORCED CONCRETE PIPE, TYPE B, 40' - 1.5' FILL

0601-7546 H Linear Foot 711.0000 N 48" REINFORCED CONCRETE PIPE, TYPE A, 15' - 1.5' FILL, SHORE/TRENCH BOX, 100 YEAR DESIGN LIFE

0601-7747 H Linear Foot 1,543.0000 N

48" REINFORCED CONCRETE PIPE, TYPE B, 15' - 1.5' FILL, SHORE/TRENCH BOX

0604-7014 H Linear Foot 4,676.0000 N 18" REINFORCED CONCRETE PIPE, TYPE A, (OPEN JOINT), 15' - 2' FILL, 100 YEAR DESIGN LIFE

0604-7042 H Linear Foot 754.0000 N 30" REINFORCED CONCRETE PIPE, TYPE A, (OPEN JOINT), 10' - 3' FILL, 100 YEAR DESIGN LIFE

0604-7313 H Linear Foot 1,558.0000 N

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

0605-1300 C1, H1 Each 47.0000 N

CLEANING DRAINAGE STRUCTURES

0605-2401 K Set 28.0000 N

MANHOLE FRAME AND COVER

0605-2640 K Each 5.0000 N

August 31, 2026 19:36:41 PM Page 30 of 410

TYPE D ENDWALL FOR 18" PIPE

0605-2680 K Each 1.0000 N

TYPE D-W ENDWALL FOR 60" PIPE

0605-2730 K Set 111.0000 N

TYPE M CONCRETE TOP UNIT AND GRATE

0605-2731 K Set 3.0000 N

TYPE M CONCRETE TOP UNIT AND BICYCLE SAFE GRATE

0605-2740 K Set 1.0000 N

TYPE S CONCRETE TOP UNIT AND GRATE

0605-2741 K Set 3.0000 N

TYPE S CONCRETE TOP UNIT AND BICYCLE SAFE GRATE

0605-2760 K Set 2.0000 N

TYPE D-H LEVEL CONCRETE TOP UNIT AND GRATES

0605-2770 K Set 37.0000 N

TYPE C FRAME AND GRATE

0605-2771 K Set 14.0000 N

TYPE C FRAME AND BICYCLE SAFE GRATE

0605-2774 K Set 1.0000 N

TYPE C FRAME AND ADA COMPLIANT GRATE

0605-2781 K Set 1.0000 N

TYPE M FRAME AND BICYCLE SAFE GRATE

0605-2850 K Each 132.0000 N

STANDARD INLET BOX, HEIGHT < /= 10'

0605-2851 K Each 14.0000 N

STANDARD INLET BOX, HEIGHT > 10' AND < /= 20'

0605-2854 K Each 16.0000 N 3 Modified

TYPE 4 INLET BOX, HEIGHT < /= 10'

0605-2855 K Each 6.0000 N 3 Modified

TYPE 4 INLET BOX, HEIGHT > 10' AND < /= 20'

0605-2858 K Each 4.0000 N

TYPE 5 INLET BOX, HEIGHT < /= 10'

0605-2859 K Each 5.0000 N

TYPE 5 INLET BOX, HEIGHT > 10' AND < /= 20'

0605-2862 K Each 5.0000 N

TYPE 6 INLET BOX, HEIGHT < /= 10'

0605-2863 K Each 14.0000 N

TYPE 6 INLET BOX, HEIGHT > 10' AND < /= 20'

August 31, 2026 19:36:41 PM Page 31 of 410

0605-2864 K Each 3.0000 N

TYPE 6 INLET BOX, HEIGHT > 20' AND < /= 30'

4605-2869 K Each 2.0000 N Proj

TYPE 7 INLET BOX, HEIGHT > 30' MODIFIED

0605-2871 K Each 4.0000 N

TYPE 8 INLET BOX, HEIGHT > 10' AND < /= 20'

0605-2882 K Each 2.0000 N

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

0605-3011 K Each 4.0000 N

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

0605-3022 K Each 1.0000 N

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

0605-3032 K Each 2.0000 N

TYPE 6 MANHOLE, STORM WATER, HEIGHT >10' AND < /= 20'

0605-3053 K Each 1.0000 N

TYPE 8 MANHOLE, STORM WATER, HEIGHT >20' AND < /= 30'

4605-4001 K…