Project Items
Line | Item Number | Description | Units | Quantity |
---|---|---|---|---|
Base Bid | ||||
DRAINAGE | ||||
602E20000 | CONCRETE MASONRY | CY | 54.9 | |
605E11110 | 6" SHALLOW PIPE UNDERDRAINS WITH GEOTEXTILE FABRIC | FT | 9,647 | |
605E13300 | 6" UNCLASSIFIED PIPE UNDERDRAINS | FT | 500 | |
605E14020 | 6" BASE PIPE UNDERDRAINS WITH GEOTEXTILE FABRIC | FT | 22,216 | |
611E00510 | 6" CONDUIT, TYPE F FOR UNDERDRAIN OUTLETS | FT | 2,555 | |
611E05700 | 15" CONDUIT, TYPE A 706.02, 707.01 (Aluminized), 707.04, 707.05, 707.33, 707.35 |
FT | 66 | |
611E06100 | 15" CONDUIT, TYPE C | FT | 1,021 | |
611E06100 | 15" CONDUIT, TYPE C 707.33 |
FT | 10 | |
611E06700 | 15" CONDUIT, TYPE F | FT | 105 | |
611E09100 | 21" CONDUIT, TYPE C | FT | 56 | |
611E10200 | 24" CONDUIT, TYPE A 706.02, 707.33, 707.35, or 27" 707.01 (Aluminized), 707.04, 707.05 |
FT | 157 | |
611E10600 | 24" CONDUIT, TYPE C | FT | 114 | |
611E13600 | 30" CONDUIT, TYPE C | FT | 229 | |
611E19600 | 42" CONDUIT, TYPE C | FT | 20 | |
611E96600 | CONDUIT, BORED OR JACKED 15" Type B |
FT | 70 | |
611E96600 | CONDUIT, BORED OR JACKED 42" Type B |
FT | 367 | |
611E98150 | CATCH BASIN, NO. 3 | EACH | 16 | |
611E98151 | CATCH BASIN, NO. 3, AS PER PLAN | EACH | 9 | |
611E98180 | CATCH BASIN, NO. 3A | EACH | 2 | |
611E98410 | CATCH BASIN, NO. 8 | EACH | 5 | |
611E98434 | CATCH BASIN, NO. 8A | EACH | 7 | |
611E98510 | CATCH BASIN, NO. 2-3 | EACH | 2 | |
611E99100 | INLET, NO. 3 FOR SINGLE SLOPE BARRIER, TYPE B1 | EACH | 2 | |
611E99101A | INLET, NO 3 FOR SINGLE SLOPE BARRIER TYPE B1, AS PER PLAN (A) | EA | 1 | |
611E99101B | INLET, NO 3 FOR SINGLE SLOPE BARRIER, TYPE B1, AS PER PLAN (B) | EA | 1 | |
611E99110 | INLET, NO. 3 FOR SINGLE SLOPE BARRIER, TYPE C1 | EACH | 6 | |
611E99111 | INLET, NO. 3 FOR SINGLE SLOPE BARRIER, TYPE C1, AS PER PLAN | EACH | 1 | |
611E99114 | INLET, NO. 3 FOR SINGLE SLOPE BARRIER, TYPE D | EACH | 2 | |
611E99574 | MANHOLE, NO. 3 | EACH | 11 | |
611E99654 | MANHOLE ADJUSTED TO GRADE | EACH | 2 | |
611E99660 | MANHOLE RECONSTRUCTED TO GRADE | EACH | 4 | |
611E99710 | PRECAST REINFORCED CONCRETE OUTLET | EACH | 19 | |
EROSION CONTROL | ||||
601E11000 | RIPRAP, TYPE D | SY | 60 | |
601E21050 | TIED CONCRETE BLOCK MAT, TYPE 1 Underlayment |
SY | 35 | |
601E21060 | TIED CONCRETE BLOCK MAT, TYPE 2 Underlayment |
SY | 403 | |
601E32100 | ROCK CHANNEL PROTECTION, TYPE B WITH FILTER | CY | 31 | |
601E32200 | ROCK CHANNEL PROTECTION, TYPE C WITH FILTER | CY | 4 | |
601E37500 | PAVED GUTTER, TYPE 1-2 | FT | 311 | |
659E00100 | SOIL ANALYSIS TEST | EACH | 2 | |
659E00300 | TOPSOIL | CY | 7,813 | |
659E10000 | SEEDING AND MULCHING | SY | 70,610 | |
659E10001 | SEEDING AND MULCHING, AS PER PLAN | SY | 944 | |
659E14000 | REPAIR SEEDING AND MULCHING | SY | 3,519 | |
659E20000 | COMMERCIAL FERTILIZER | TON | 9.5 | |
659E31000 | LIME | ACRE | 14.54 | |
659E35000 | WATER | MGAL | 380 | |
659E40000 | MOWING | MSF | 158 | |
670E00500 | SLOPE EROSION PROTECTION | SY | 6,494 | |
670E00700 | DITCH EROSION PROTECTION | SY | 2,572 | |
671E14000 | EROSION CONTROL MAT | SY | 96 | |
691E00500 | SPECIAL - HERBICIDE FOR WEED CONTROL "Contingency item to be used at the direction of the Engineer" |
SY | 933 | |
832E15000 | STORM WATER POLLUTION PREVENTION PLAN This item includes all costs associated with the development, implementation, inspection and the required documentation of a Storm Water Pollution Prevention Plan for the Project described in this Contract. all of the specifications and requirements of ODOT supplemental specification 832 shall apply. |
LS | 1 | |
832E15002 | STORM WATER POLLUTION PREVENTION INSPECTIONS | LS | 1 | |
832E15010 | STORM WATER POLLUTION PREVENTION INSPECTION SOFTWARE | LS | 1 | |
832E30000 | EROSION CONTROL This item is for the installation of Storm Water BMPS as defined in appendix "F" of ODOT supplemental specifications 832. The Contractor shall enter $1.00 in the unit price column and $186,460.00 in the total column. If the Contractor neglects to enter the correct figure(s) the Contractors bid will be corrected and the process for "Mistake In Bid" shall follow. No work will be recognized or paid under this item unless agreed upon and approved by an authorized representative of the Butler County Engineer's Office. |
EACH | 186,460 | |
INCIDENTALS | ||||
614E11000 | MAINTAINING TRAFFIC | LS | 1 | |
619E16020 | FIELD OFFICE, TYPE C | MNTH | 24 | |
623E10000 | CONSTRUCTION LAYOUT STAKES AND SURVEYING | LS | 1 | |
624E10000 | MOBILIZATION | LS | 1 | |
802E00001 | PREMIUM ON INDUSTRIAL INSURANCE | LS | 1 | |
802E00002 | PREMIUM ON BID BOND | LS | 1 | |
802E00003 | CONTINGENCIES The Contractor shall enter $1.00 in the unit price column and $600,000.00 in the total column. If the Contractor neglects to enter the correct figure(s), the Contractor's bid will be corrected and the process for "Mistake in Bid" shall follow. This item will be used in the event that there are change orders in the Contract. No work will be paid or recognized under this item unless agreed upon in writing by an authorized representative of the Butler County Engineer's Office. |
EA | 600,000 | |
LIGHTING | ||||
625E00450 | CONNECTION, FUSED PULL APART | EACH | 22 | |
625E00460 | CONNECTION, UNFUSED PULL APART | EACH | 22 | |
625E00480 | CONNECTION, UNFUSED PERMANENT | EACH | 20 | |
625E14100 | LIGHT POLE FOUNDATION, 24" X 8' DEEP | EACH | 18 | |
625E15200 | LIGHT TOWER FOUNDATION, 36" X 25' DEEP | EACH | 1 | |
625E23000 | NO. 4 AWG 600 VOLT DISTRIBUTION CABLE | FT | 3,651 | |
625E23100 | NO. 2 AWG 600 VOLT DISTRIBUTION CABLE | FT | 8,856 | |
625E23200 | NO. 4 AWG 2400 VOLT DISTRIBUTION CABLE | FT | 911 | |
625E24100 | 1-1/2" DUCT CABLE WITH TWO NO. 4 AWG 2400 VOLT CABLES | FT | 3,095 | |
625E24320 | 1-1/2" DUCT CABLE WITH THREE NO. 4 AWG 2400 VOLT CABLES | FT | 319 | |
625E25408 | CONDUIT, 2", 725.051 | FT | 2,553 | |
625E25409 | CONDUIT, 2", 725.051, AS PER PLAN | FT | 1,944 | |
625E25411 | CONDUIT, 2", 725.052, AS PER PLAN | FT | 2,116 | |
625E25507 | CONDUIT, 3", 725.052, AS PER PLAN | FT | 361 | |
625E25902 | CONDUIT, JACKED OR DRILLED, 725.04 3" |
FT | 326 | |
625E25910 | CONDUIT CLEANED AND CABLES REMOVED | FT | 1,124 | |
625E26253 | LUMINAIRE, CONVENTIONAL, SOLID STATE (LED), AS PER PLAN 480V |
EACH | 20 | |
625E27503 | LUMINAIRE, UNDERPASS, SOLID STATE (LED), AS PER PLAN 480V |
EACH | 4 | |
625E27520 | REMOVAL OF LUMINAIRE AND REERECTION | EACH | 7 | |
625E29000 | TRENCH | FT | 8,714 | |
625E30500 | PULL BOX, 725.06, SIZE 1.5 | EACH | 11 | |
625E30510 | PULL BOX, 725.06, SIZE 4 | EACH | 1 | |
625E30700 | PULL BOX, 725.08, 18" | EACH | 22 | |
625E31510 | PULL BOX REMOVED | EACH | 5 | |
625E32000 | GROUND ROD | EACH | 54 | |
625E33000 | STRUCTURE GROUNDING SYSTEM | EACH | 1 | |
625E34001 | POWER SERVICE, AS PER PLAN | EACH | 1 | |
625E35010 | REMOVE AND REERECT EXISTING LIGHT POLE | EACH | 18 | |
625E35020 | RE-ERECT EXISTING LIGHT TOWER | EACH | 1 | |
625E36000 | PLASTIC CAUTION TAPE | FT | 8,714 | |
625E37001 | SERVICE TO UNDERPASS LIGHTING, AS PER PLAN | LS | 1 | |
625E39520 | PULL BOX CLEANED | EACH | 6 | |
625E40000 | SPECIAL - MAINTAIN EXISTING LIGHTING | LS | 1 | |
625E40010 | SPECIAL - REPLACEMENT OF EXISTING LIGHTING UNIT | EACH | 1 | |
625E75360 | LIGHT TOWER REMOVED FOR STORAGE | EACH | 1 | |
625E75500 | LIGHT POLE FOUNDATION REMOVED | EACH | 18 | |
625E75506 | LUMINAIRE REMOVED | EACH | 20 | |
625E75540 | LIGHT TOWER FOUNDATION REMOVED | EACH | 1 | |
625E75800 | DISCONNECT CIRCUIT | EACH | 3 | |
625E98200B | LIGHTING MISC: TEMPORARY ROUNDABOUT LIGHTING | LS | 1 | |
625E98200C | Duke Energy Street Lighting System The Contractor shall pay Duke Energy to supply and install the proposed lighting foundations, lights and power source. This work includes the markup for the contractor. Co-ordination with Duke Energy for this Work is incidental to Contract Items. The Contractor shall enter $1.00 in the unit price column and $95,615.00 in the total column. If the Contractor neglects to enter the correct figure(s), the Contractor's bid will be corrected and the process for "Mistake in Bid" shall follow. This item will be used in the event that there are change orders in the Contract. No work will be paid or recognized under this item unless agreed upon in writing by an authorized representative of the Butler County Engineer's Office. |
EA | 95,615 | |
MAINTENANCE OF TRAFFIC | ||||
614E11110 | LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSISTANCE | HOUR | 800 | |
614E12380 | WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS, (UNIDIRECTIONAL) | EA | 32 | |
614E12384 | WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS, (BIDIRECTIONAL) | EA | 2 | |
614E12500 | REPLACEMENT SIGN | EACH | 10 | |
614E12600 | REPLACEMENT DRUM | EACH | 100 | |
614E12800 | WORK ZONE RAISED PAVEMENT MARKER | EACH | 80 | |
614E12801 | WORK ZONE RAISED PAVEMENT MARKER, AS PER PLAN | EACH | 1,712 | |
614E13000 | ASPHALT CONCRETE FOR MAINTAINING TRAFFIC 448 Type I |
CY | 55 | |
614E13310 | BARRIER REFLECTOR, TYPE 1 One Way |
EACH | 723 | |
614E13312 | BARRIER REFLECTOR, TYPE 2 One Way |
EACH | 17 | |
614E13350 | OBJECT MARKER, ONE WAY | EACH | 621 | |
614E18601 | PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | SNMT | 24 | |
614E20100 | WORK ZONE LANE LINE, CLASS I, 4", 642 PAINT | MILE | 0.52 | |
614E20110 | WORK ZONE LANE LINE, CLASS I, 6", 642 PAINT | MILE | 3.29 | |
614E20550 | WORK ZONE LANE LINE, CLASS III, 4", 642 PAINT | MILE | 0.29 | |
614E20560 | WORK ZONE LANE LINE, CLASS III, 6", 642 PAINT | MILE | 5.3 | |
614E21100 | WORK ZONE CENTER LINE, CLASS I, 642 PAINT | MILE | 0.67 | |
614E22100 | WORK ZONE EDGE LINE, CLASS I, 4", 642 PAINT | MILE | 1.48 | |
614E22110 | WORK ZONE EDGE LINE, CLASS I, 6", 642 PAINT | MILE | 19.2 | |
614E22350 | WORK ZONE EDGE LINE, CLASS III, 4", 642 PAINT | MILE | 0.9 | |
614E22360 | WORK ZONE EDGE LINE, CLASS III, 6", 642 PAINT | MILE | 11.86 | |
614E23200 | WORK ZONE CHANNELIZING LINE, CLASS I, 8", 642 PAINT | FT | 1,128 | |
614E23210 | WORK ZONE CHANNELIZING LINE, CLASS I, 12", 642 PAINT | FT | 9,484 | |
614E23680 | WORK ZONE CHANNELIZING LINE, CLASS III, 8", 642 PAINT | FT | 1,857 | |
614E23690 | WORK ZONE CHANNELIZING LINE, CLASS III, 12", 642 PAINT | FT | 9,712 | |
614E24202 | WORK ZONE DOTTED LINE, CLASS I, 6", 642 PAINT | FT | 1,734 | |
614E24208 | WORK ZONE DOTTED LINE, CLASS I, 12", 642 PAINT | FT | 2,266 | |
614E24612 | WORK ZONE DOTTED LINE, CLASS III, 6", 642 PAINT | FT | 2,861 | |
614E24614 | WORK ZONE DOTTED LINE, CLASS III, 8", 642 PAINT | FT | 1,899 | |
614E24618 | WORK ZONE DOTTED LINE, CLASS III, 12", 642 PAINT | FT | 2,289 | |
614E26610 | WORK ZONE STOP LINE, CLASS III, 642 PAINT | FT | 55 | |
614E28200 | WORK ZONE GORE MARKING, CLASS II, 642 PAINT | FT | 193 | |
615E10000 | ROADS FOR MAINTAINING TRAFFIC | LS | 1 | |
615E20000 | PAVEMENT FOR MAINTAINING TRAFFIC, CLASS A | SY | 9,907 | |
616E10000 | WATER | MGAL | 118 | |
622E41050 | PORTABLE BARRIER, "Y" CONNECTOR | EACH | 1 | |
622E41100 | PORTABLE BARRIER, UNANCHORED | FT | 31,640 | |
622E80000 | GLARE SCREEN | FT | 2,440 | |
PART 02/NHS/P | ||||
251E01020 | PARTIAL DEPTH PAVEMENT REPAIR (442) | SY | 2,640 | |
254E01000 | PAVEMENT PLANING, ASPHALT CONCRETE 1.5" |
SY | 72,514 | |
407E20000 | NON-TRACKING TACK COAT | GAL | 6,164 | |
442E10300 | ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A (447) | CY | 3,022 | |
614E11000 | MAINTAINING TRAFFIC | LS | 1 | |
618E40600 | RUMBLE STRIPS, SHOULDER (ASPHALT CONCRETE) | MILE | 2.4 | |
621E00100 | RPM | EACH | 434 | |
621E54000 | RAISED PAVEMENT MARKER REMOVED | EACH | 192 | |
630E03100 | GROUND MOUNTED SUPPORT, NO. 3 POST | FT | 60 | |
630E08600 | SIGN POST REFLECTOR | EACH | 4 | |
630E80100 | SIGN, FLAT SHEET | SF | 35 | |
630E84900 | REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | EACH | 1 | |
644E00104 | EDGE LINE, 6" | MILE | 6.4 | |
644E00204 | LANE LINE, 6" | MILE | 2.28 | |
644E00404 | CHANNELIZING LINE, 12" | FT | 4,526 | |
644E00500 | STOP LINE | FT | 107 | |
644E00720 | CHEVRON MARKING | FT | 281 | |
644E01300 | LANE ARROW | EACH | 46 | |
644E01350 | LANE REDUCTION ARROW | EACH | 6 | |
644E01360 | WRONG WAY ARROW | EACH | 1 | |
644E01510 | DOTTED LINE, 6" | FT | 1,673 | |
646E10010 | EDGE LINE, 6" | MILE | 0.25 | |
646E10110 | LANE LINE, 6" | MILE | 0.23 | |
PART 03/IMS/B | ||||
509E10000 | EPOXY COATED REINFORCING STEEL BUT-129-2544C |
LB | 4,669 | |
509E40000 | REINFORCING STEEL, MISC.: Galvanized Reinforcing Steel, BUT-129-2544C |
LB | 2,600 | |
510E10000 | DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT As Per Plan, BUT-129-2544C |
EACH | 644 | |
511E34448 | CLASS QC2 CONCRETE, BRIDGE DECK (PARAPET) BUT-129-2544C |
CY | 45 | |
512E10100 | SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) BUT-129-2544C |
SY | 641 | |
512E10300 | SEALING CONCRETE BRIDGE DECKS WITH HMWM RESIN BUT-129-2544C |
SY | 3,524 | |
PAVEMENT | ||||
254E01000 | PAVEMENT PLANING, ASPHALT CONCRETE 1.5" |
SY | 48,514 | |
254E01000A | PAVEMENT PLANING, ASPHALT 1.75" |
SY | 3,109 | |
254E01001 | PAVEMENT PLANING, ASPHALT CONCRETE, AS PER PLAN Variable |
SY | 10,738 | |
302E46000 | ASPHALT CONCRETE BASE, PG64-22 | CY | 10,867 | |
304E20000 | AGGREGATE BASE | CY | 11,317 | |
407E20000 | NON-TRACKING TACK COAT | GAL | 13,718 | |
441E50000 | ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG64-22 | CY | 72 | |
441E50300 | ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, (448) | CY | 77 | |
442E10100 | ASPHALT CONCRETE INTERMEDIATE COURSE, 19 MM, TYPE A (446) | CY | 2,854 | |
442E10300 | ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A (447) | CY | 3,581 | |
442E20000 | ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A (448) | CY | 896 | |
442E20200 | ASPHALT CONCRETE INTERMEDIATE COURSE, 19 MM, TYPE A (448) | CY | 193 | |
451E98000 | REINFORCED CONCRETE PAVEMENT, MISC.: Truck Apron Pavement (T=9") |
SY | 620 | |
618E40600 | RUMBLE STRIPS, SHOULDER (ASPHALT CONCRETE) | MILE | 3.42 | |
RETAINING WALLS (Wall No. 1) | ||||
203E35110 | GRANULAR MATERIAL, TYPE B | CY | 209 | |
203E35120 | GRANULAR MATERIAL, TYPE C | CY | 53 | |
503E21301 | UNCLASSIFIED EXCAVATION, AS PER PLAN | LS | 1 | |
509E10000 | EPOXY COATED REINFORCING STEEL | LB | 21,006 | |
511E46010 | CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDING FOOTING | CY | 85 | |
511E46510 | CLASS QC1 CONCRETE, FOOTING | CY | 153 | |
512E10100 | SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | SY | 186 | |
512E33000 | TYPE 2 WATERPROOFING | SY | 17 | |
516E13600 | 1" PREFORMED EXPANSION JOINT FILLER | SF | 47 | |
516E13900 | 2" PREFORMED EXPANSION JOINT FILLER | SF | 16 | |
518E21200 | POROUS BACKFILL WITH GEOTEXTILE FABRIC | CY | 86 | |
518E40000 | 6" PERFORATED CORRUGATED PLASTIC PIPE | FT | 228 | |
ROADWAY | ||||
201E11000 | CLEARING AND GRUBBING | LS | 1 | |
202E20010 | HEADWALL REMOVED | EACH | 7 | |
202E23010 | PAVEMENT REMOVED, ASPHALT | SY | 43,963 | |
202E30000 | WALK REMOVED | SF | 7,904 | |
202E30600 | CONCRETE MEDIAN REMOVED | SY | 246 | |
202E30700 | CONCRETE BARRIER REMOVED | FT | 4,894 | |
202E32000 | CURB REMOVED | FT | 2,009 | |
202E32500 | CURB AND GUTTER REMOVED | FT | 2,501 | |
202E35100 | PIPE REMOVED, 24" AND UNDER | FT | 1,244 | |
202E35200 | PIPE REMOVED, OVER 24" | FT | 79 | |
202E38000 | GUARDRAIL REMOVED | FT | 7,978 | |
202E47800 | IMPACT ATTENUATOR REMOVED | EACH | 1 | |
202E58100 | CATCH BASIN REMOVED | EACH | 13 | |
202E58200 | INLET REMOVED | EACH | 7 | |
202E70000 | SPECIAL - FILL AND PLUG EXISTING CONDUIT | FT | 245 | |
202E75000 | FENCE REMOVED | FT | 2,386 | |
203E10000 | EXCAVATION | CY | 21,745 | |
203E10001 | EXCAVATION, AS PER PLAN | CY | 4,146 | |
203E20000 | EMBANKMENT | CY | 93,332 | |
203E65000 | SPECIAL - SETTLEMENT PLATFORM | EACH | 11 | |
204E10000 | SUBGRADE COMPACTION | SY | 50,833 | |
204E13000 | EXCAVATION OF SUBGRADE | CY | 1,515 | |
204E30020 | GRANULAR MATERIAL, TYPE C | CY | 2,412 | |
204E45000 | PROOF ROLLING | HOUR | 25 | |
204E50000 | GEOTEXTILE FABRIC | SY | 3,909 | |
205E20000 | MIXTURE DESIGN FOR CHEMICALLY STABILIZED SOILS | LS | 1 | |
206E10010 | LIME STABILIZED SUBGRADE, 12 INCHES DEEP | SY | 34,149 | |
206E10300 | LIME | TON | 844 | |
206E11000 | CURING COAT | SY | 34,149 | |
606E15050 | GUARDRAIL, TYPE MGS | FT | 6,678 | |
606E15550 | GUARDRAIL, BARRIER DESIGN, TYPE MGS | FT | 62.5 | |
606E26100 | ANCHOR ASSEMBLY, TYPE E MASH 2016 |
EACH | 12 | |
606E26500 | ANCHOR ASSEMBLY, TYPE T | EACH | 11 | |
606E35002 | MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | EACH | 6 | |
606E35102 | MGS BRIDGE TERMINAL ASSEMBLY, TYPE 2 | EACH | 6 | |
606E60012 | IMPACT ATTENUATOR, TYPE 1 (BIDIRECTIONAL) | EACH | 1 | |
606E60028 | IMPACT ATTENUATOR, TYPE 2 (BIDIRECTIONAL) 65 MPH, 38.75" |
EACH | 1 | |
607E20000 | FENCE, TYPE CL | FT | 2,880 | |
607E70000 | FENCELINE SEEDING AND MULCHING | FT | 2,880 | |
607E98000 | FENCE, MISC.: Temporary Fence along 4F Commitment |
FT | 1,800 | |
608E12000 | 5" CONCRETE WALK | SF | 8,345 | |
608E52000 | CURB RAMP | SF | 1,887 | |
609E12000 | COMBINATION CURB AND GUTTER, TYPE 2 | FT | 2,560 | |
609E12001 | COMBINATION CURB AND GUTTER, TYPE 2, AS PER PLAN | FT | 349 | |
609E24510 | CURB, TYPE 4-C | FT | 810 | |
609E24511 | CURB, TYPE 4-C, AS PER PLAN | FT | 25 | |
609E26000 | CURB, TYPE 6 | FT | 3,835 | |
609E31000 | COMBINATION CURB AND GUTTER, TYPE 9 | FT | 427 | |
609E60000 | 9" CONCRETE TRAFFIC ISLAND | CY | 258 | |
622E10100 | CONCRETE BARRIER, SINGLE SLOPE, TYPE B1 | FT | 467 | |
622E10140 | CONCRETE BARRIER, SINGLE SLOPE, TYPE C1 | FT | 3,319 | |
622E10160 | CONCRETE BARRIER, SINGLE SLOPE, TYPE D | FT | 730 | |
622E24850 | CONCRETE BARRIER END SECTION, TYPE B1 | EACH | 1 | |
622E24851 | CONCRETE BARRIER END SECTION, TYPE B1. AS PER PLAN | EACH | 2 | |
622E25000 | CONCRETE BARRIER END SECTION, TYPE D | EACH | 5 | |
622E25006 | CONCRETE BARRIER, END ANCHORAGE, REINFORCED, TYPE B1 | EACH | 10 | |
622E25007 | CONCRETE BARRIER, END ANCHORAGE, REINFORCED, TYPE B1, AS PER PLAN | EACH | 1 | |
622E25014 | CONCRETE BARRIER, END ANCHORAGE, REINFORCED, TYPE C1 | EACH | 14 | |
622E25015 | CONCRETE BARRIER, END ANCHORAGE, REINFORCED, TYPE C1, AS PER PLAN | EACH | 11 | |
622E25050 | CONCRETE BARRIER, END ANCHORAGE, REINFORCED, TYPE D | EACH | 8 | |
623E38500 | MONUMENT ASSEMBLY | EACH | 10 | |
802E60303 | SUBGRADE REPAIR As Per Plan, "Contingency item to be used at the direction of the Engineer" |
CY | 600 | |
878E25000 | INSPECTION AND COMPACTION TESTING OF UNBOUND MATERIALS | LS | 1 | |
STRUCTURE OVER 20 FOOT SPAN (BUT-129-2544C) | ||||
202E11203 | PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN | LS | 1 | |
202E22900 | APPROACH SLAB REMOVED | SY | 68 | |
503E11101 | COFFERDAMS AND EXCAVATION BRACING, AS PER PLAN | LS | 1 | |
503E21300 | UNCLASSIFIED EXCAVATION | LS | 1 | |
505E11100 | PILE DRIVING EQUIPMENT MOBILIZATION | LS | 1 | |
507E00100 | STEEL PILES HP10X42, FURNISHED | FT | 90 | |
507E00150 | STEEL PILES HP10X42, DRIVEN | FT | 80 | |
509E10000 | EPOXY COATED REINFORCING STEEL | LB | 56,220 | |
509E20001 | REINFORCING STEEL, REPLACEMENT OF EXISTING REINFORCING STEEL, AS PER PLAN | LB | 200 | |
509E40000 | REINFORCING STEEL, MISC.: Galvanized Reinforcing Steel |
LB | 807 | |
510E10000 | DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT As Per Plan |
EACH | 333 | |
511E34445 | CLASS QC2 CONCRETE, BRIDGE DECK, AS PER PLAN | CY | 143 | |
511E34448 | CLASS QC2 CONCRETE, BRIDGE DECK (PARAPET) | CY | 170 | |
511E41010 | CLASS QC1 CONCRETE, PIER ABOVE FOOTINGS | CY | 35 | |
511E43510 | CLASS QC1 CONCRETE, ABUTMENT INCLUDING FOOTING | CY | 30 | |
512E10100 | SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | SY | 1,255 | |
512E10300 | SEALING CONCRETE BRIDGE DECKS WITH HMWM RESIN | SY | 422 | |
515E15030 | DRAPED STRAND PRESTRESSED CONCRETE BRIDGE I-BEAM MEMBERS, LEVEL 3, TYPE 4 MOD. (60 IN.) Beam Length = 108' - 9 1/2" |
EACH | 1 | |
515E15030 | DRAPED STRAND PRESTRESSED CONCRETE BRIDGE I-BEAM MEMBERS, LEVEL 3, TYPE 4 MOD. (60 IN.) Beam Length = 50' - 1 3/4" |
EACH | 1 | |
515E15030 | DRAPED STRAND PRESTRESSED CONCRETE BRIDGE I-BEAM MEMBERS, LEVEL 3, TYPE 4 MOD. (60 IN.) Beam Length = 50' - 9 5/8" |
EACH | 1 | |
515E15030 | DRAPED STRAND PRESTRESSED CONCRETE BRIDGE I-BEAM MEMBERS, LEVEL 3, TYPE 4 MOD. (60 IN.) Beam Length = 89' - 1 1/8" |
EACH | 1 | |
515E20001 | INTERMEDIATE DIAPHRAGMS, AS PER PLAN | EACH | 8 | |
516E10901 | ELASTOMERIC COMPRESSION SEAL, AS PER PLAN | FT | 89 | |
516E13200 | 1/2" PREFORMED EXPANSION JOINT FILLER | SF | 25 | |
516E13600 | 1" PREFORMED EXPANSION JOINT FILLER | SF | 10 | |
516E13900 | 2" PREFORMED EXPANSION JOINT FILLER | SF | 37 | |
516E14014 | INTEGRAL ABUTMENT EXPANSION JOINT SEAL | FT | 34 | |
516E44201 | ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LOAD PLATE (NEOPRENE), AS PER PLAN 10"x14"x3 7/8" Bearing with 11"x26"x1 1/2" Load Plate |
EACH | 8 | |
518E21200 | POROUS BACKFILL WITH GEOTEXTILE FABRIC | CY | 24 | |
518E40000 | 6" PERFORATED CORRUGATED PLASTIC PIPE | FT | 15 | |
518E40011 | 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDING SPECIALS, AS PER PLAN | FT | 7 | |
523E20000 | DYNAMIC LOAD TESTING | EACH | 1 | |
524E94804 | DRILLED SHAFTS, 42" DIAMETER, INTO BEDROCK | FT | 44 | |
524E94902 | DRILLED SHAFTS, 48" DIAMETER, ABOVE BEDROCK | FT | 71 | |
526E25000 | REINFORCED CONCRETE APPROACH SLABS (T=15") | SY | 109 | |
526E90010 | TYPE A INSTALLATION | FT | 36 | |
530E00300 | SPECIAL - STRUCTURES Approach Slab Void Repair with HDP |
LB | 1,008 | |
601E20000 | CRUSHED AGGREGATE SLOPE PROTECTION | SY | 38 | |
846E00110 | POLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM | CF | 51 | |
847E10200 | SUPERPLASTICIZED DENSE CONCRETE OVERLAY 1 3/4" Thickness |
SY | 241 | |
847E20200 | SUPERPLASTICIZED DENSE CONCRETE OVERLAY (VARIABLE THICKNESS), MATERIAL ONLY | CY | 5 | |
847E30000 | TEST SLAB | LS | 1 | |
847E50000 | HAND CHIPPING | SY | 5 | |
STRUCTURE OVER 20 FOOT SPAN (BUT-129-2561C) | ||||
203E20001 | EMBANKMENT, AS PER PLAN | CY | 5,326 | |
503E11101 | COFFERDAMS AND EXCAVATION BRACING, AS PER PLAN | LS | 1 | |
503E21300 | UNCLASSIFIED EXCAVATION | LS | 1 | |
509E10000 | EPOXY COATED REINFORCING STEEL | LB | 467,736 | |
511E34446 | CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK | CY | 720 | |
511E34450 | CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK (PARAPET) | CY | 250 | |
511E41012 | CLASS QC1 CONCRETE WITH QC/QA, PIER ABOVE FOOTINGS | CY | 195 | |
511E44112 | CLASS QC1 CONCRETE WITH QC/QA, ABUTMENT NOT INCLUDING FOOTING | CY | 981 | |
511E46512 | CLASS QC1 CONCRETE WITH QC/QA, FOOTING | CY | 800 | |
512E10100 | SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | SY | 2,579 | |
512E33000 | TYPE 2 WATERPROOFING | SY | 32 | |
513E10300 | STRUCTURAL STEEL MEMBERS, LEVEL 5 | LB | 1,261,548 | |
513E20000 | WELDED STUD SHEAR CONNECTORS | EACH | 8,898 | |
514E00060 | FIELD PAINTING STRUCTURAL STEEL, INTERMEDIATE COAT | SF | 6,042 | |
514E00066 | FIELD PAINTING STRUCTURAL STEEL, FINISH COAT | SF | 6,042 | |
516E11210 | STRUCTURAL EXPANSION JOINT INCLUDING ELASTOMERIC STRIP SEAL | FT | 240 | |
516E13600 | 1" PREFORMED EXPANSION JOINT FILLER | SF | 246 | |
516E44301A | ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LOAD PLATE (NEOPRENE), AS PER PLAN 16"X14"X4.75" with 17"X26"X Varies Load Plate |
EA | 12 | |
516E44301B | ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LOAD PLATE (NEOPRENE), AS PER PLAN 16"X14"X4.75" with 22"X26"XVaries Load Plate and 1" Masonry Plate |
EA | 6 | |
516E44301C | ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LOAD PLATE (NEOPRENE), AS PER PLAN 18"X17"X4.00" with 19"X38"X Varies Load Plate |
EA | 9 | |
518E21200 | POROUS BACKFILL WITH GEOTEXTILE FABRIC | CY | 568 | |
518E40000 | 6" PERFORATED CORRUGATED PLASTIC PIPE | FT | 436 | |
518E40011 | 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDING SPECIALS, AS PER PLAN | FT | 40 | |
524E94805 | DRILLED SHAFTS, 42" DIAMETER, INTO BEDROCK, AS PER PLAN | FT | 855 | |
524E94903 | DRILLED SHAFTS, 48" DIAMETER ABOVE BEDROCK, AS PER PLAN | FT | 914 | |
524E94905 | DRILLED SHAFTS, 48" DIAMETER, INTO BEDROCK, AS PER PLAN | FT | 126 | |
524E94907 | DRILLED SHAFTS, 54" DIAMETER, ABOVE BEDROCK, AS PER PLAN | FT | 144 | |
526E30010 | REINFORCED CONCRETE APPROACH SLABS WITH QC/QA (T=17") | SY | 525 | |
526E90010 | TYPE A INSTALLATION | FT | 236 | |
601E20000 | CRUSHED AGGREGATE SLOPE PROTECTION | SY | 608 | |
601E21000 | CONCRETE SLOPE PROTECTION | SY | 138 | |
607E39901 | VANDAL PROTECTION FENCE, 6' STRAIGHT, COATED FABRIC, AS PER PLAN | FT | 595 | |
TRAFFIC CONTROL | ||||
620E00500 | DELINEATOR, POST GROUND MOUNTED | EACH | 63 | |
620E70010 | DELINEATOR, MISC.: Lane Separator |
FT | 451 | |
621E00100 | RPM | EACH | 562 | |
621E54000 | RAISED PAVEMENT MARKER REMOVED | EACH | 260 | |
626E00102B | BARRIER REFLECTOR, TYPE 1 - BI-DIRECTIONAL | EA | 66 | |
626E00110B | BARRIER REFLECTOR, TYPE 2 - BI-DIRECTIONAL | EA | 53 | |
630E03100 | GROUND MOUNTED SUPPORT, NO. 3 POST | FT | 2,462 | |
630E04100 | GROUND MOUNTED SUPPORT, NO. 4 POST | FT | 56 | |
630E06400 | GROUND MOUNTED STRUCTURAL BEAM SUPPORT, S4X7.7 | FT | 55.3 | |
630E06500 | GROUND MOUNTED STRUCTURAL BEAM SUPPORT, W6X9 | FT | 175.1 | |
630E08510 | STREET NAME SIGN SUPPORT, NO. 2 POST | FT | 54 | |
630E08600 | SIGN POST REFLECTOR | EACH | 93 | |
630E09000 | BREAKAWAY STRUCTURAL BEAM CONNECTION | EACH | 14 | |
630E72340 | OVERHEAD SIGN SUPPOR, TYPE TC-12.31, DESIGN 12 | EA | 1 | |
630E72410 | OVERHEAD SIGN SUPPORT, TYPE TC-15.116, DESIGN I | EA | 3 | |
630E72420 | OVERHEAD SIGN SUPPORT, TYPE TC-15.116, DESIGN 2 | EA | 2 | |
630E72541 | OVERHEAD SIGN SUPPORT, TYPE TC-16.22, DESIGN 12, AS PER PLAN | EACH | 4 | |
630E72551 | OVERHEAD SIGN SUPPORT, TYPE TC-16.22, DESIGN 13, AS PER PLAN | EACH | 1 | |
630E72561 | OVERHEAD SIGN SUPPORT, TYPE TC-16.22, DESIGN 14, AS PER PLAN | EACH | 2 | |
630E75000 | SIGN ATTACHMENT ASSEMBLY | EACH | 9 | |
630E79000 | SIGN HANGER ASSEMBLY, SPAN WIRE | EACH | 4 | |
630E79200 | SIGN ATTACHMENT ASSEMBLY, MAST ARM | EACH | 2 | |
630E79500 | SIGN SUPPORT ASSEMBLY, POLE MOUNTED | EACH | 2 | |
630E79610 | SIGN SUPPORT ASSEMBLY, BARRIER MOUNTED | EACH | 5 | |
630E80100 | SIGN, FLAT SHEET | SF | 1,517.56 | |
630E80200 | SIGN, GROUND MOUNTED EXTRUSHEET | SF | 297.5 | |
630E80224 | SIGN, OVERHEAD EXTRUSHEET | SF | 2,171.5 | |
630E80300 | SIGN, TEMPORARY OVERLAY | SF | 24 | |
630E80400 | SIGN, PERMANENT OVERLAY | SF | 22.63 | |
630E82000 | SIGN BACKING ASSEMBLY | EACH | 10 | |
630E84010 | CONCRETE BARRIER MEDIAN OVERHEAD SIGN SUPPORT FOUNDATION, TYPE TC-21.50 | EACH | 5 | |
630E84500 | GROUND MOUNTED STRUCTURAL BEAM SUPPORT FOUNDATION | EACH | 14 | |
630E84510 | RIGID OVERHEAD SIGN SUPPORT FOUNDATION | EACH | 13 | |
630E84900 | REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | EACH | 89 | |
630E85400 | REMOVAL OF GROUND MOUNTED MAJOR SIGN AND DISPOSAL | EACH | 7 | |
630E86002 | REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSAL | EACH | 115 | |
630E86102 | REMOVAL OF GROUND MOUNTED STRUCTURAL BEAM SUPPORT AND DISPOSAL | EACH | 12 | |
630E86103 | REMOVAL OF GROUND MOUNTED STRUCTURAL BEAM SUPPORT AND DISPOSAL, AS PER PLAN | EACH | 2 | |
630E87400 | REMOVAL OF OVERHEAD MOUNTED SIGN AND DISPOSAL | EACH | 32 | |
630E89706 | REMOVAL OF OVERHEAD SIGN SUPPORT AND DISPOSAL, TYPE TC-12.30 | EACH | 4 | |
630E89802 | REMOVAL OF OVERHEAD SIGN SUPPORT AND DISPOSAL, TYPE TC-7.65 | EACH | 4 | |
630E97700 | SIGNING, MISC.: Removal of Barrier Mounted Sign and Disposal |
EACH | 3 | |
630E97700 | SIGNING, MISC.: Remove and Reerect Internally Illuminated Street Name Sign |
EACH | 1 | |
630E97700A | SIGNING MISC: SOLAR POWERED RECTANGULAR RAPID FLASHING BEACON (RRFB) SIGN ASSEMBLY | EA | 12 | |
630E97700B | SIGNING MISC: REMOVAL OF SOLAR POWERED SIGN ASSEMBLY | EA | 1 | |
631E92001 | SIGN FLASHER ASSEMBLY, AS PER PLAN | EACH | 4 | |
644E00100 | EDGE LINE, 4" | MILE | 0.9 | |
644E00104 | EDGE LINE, 6" | MILE | 7.42 | |
644E00200 | LANE LINE, 4" | MILE | 0.29 | |
644E00204 | LANE LINE, 6" | MILE | 2.69 | |
644E00400 | CHANNELIZING LINE, 8" | FT | 1,804 | |
644E00404 | CHANNELIZING LINE, 12" | FT | 6,936 | |
644E00500 | STOP LINE | FT | 55 | |
644E00700 | TRANSVERSE/DIAGONAL LINE | FT | 856 | |
644E00720 | CHEVRON MARKING | FT | 755 | |
644E01300 | LANE ARROW | EACH | 48 | |
644E01350 | LANE REDUCTION ARROW | EACH | 2 | |
644E01360 | WRONG WAY ARROW | EACH | 3 | |
644E01510 | DOTTED LINE, 6" | FT | 936 | |
644E01514 | DOTTED LINE, 8" | FT | 1,899 | |
644E01520 | DOTTED LINE, 12" | FT | 2,289 | |
644E20800 | YIELD LINE | FT | 72 | |
644E30000 | REMOVAL OF PAVEMENT MARKING | FT | 248 | |
644E30020 | REMOVAL OF PAVEMENT MARKING | EACH | 5 | |
644E50400A | PAVEMENT MARKING, MISC: EDGE LINE 8" | MI | 0.08 | |
646E10010 | EDGE LINE, 6" | MILE | 0.5 | |
646E10110 | LANE LINE, 6" | MILE | 0.26 | |
646E10300 | CHANNELIZING LINE, 8" | FT | 53 | |
646E10310 | CHANNELIZING LINE, 12" | FT | 636 | |
646E10620 | CHEVRON MARKING | FT | 164 | |
646E20300 | LANE ARROW | EACH | 2 | |
646E20504 | DOTTED LINE, 6" | FT | 330 | |
646E50000 | REMOVAL OF PAVEMENT MARKING | EACH | 5 | |
647E20010 | CROSSWALK LINE, TYPE B90 | FT | 330 | |
TRAFFIC SIGNALS | ||||
625E00450 | CONNECTION, FUSED PULL APART | EACH | 1 | |
625E00460 | CONNECTION, UNFUSED PULL APART | EACH | 1 | |
625E18511 | BRACKET ARM, 30', AS PER PLAN | EACH | 1 | |
625E23200 | NO. 4 AWG 2400 VOLT DISTRIBUTION CABLE | FT | 266 | |
625E23400 | NO. 10 AWG POLE AND BRACKET CABLE | FT | 56 | |
625E25504 | CONDUIT, 3", 725.051 | FT | 33 | |
625E25802 | CONDUIT, CONCRETE ENCASED 3" |
FT | 150 | |
625E25902 | CONDUIT, JACKED OR DRILLED, 725.04 3" |
FT | 434 | |
625E27520 | REMOVAL OF LUMINAIRE AND REERECTION | EACH | 1 | |
625E29000 | TRENCH | FT | 115 | |
625E30706 | PULL BOX, 725.08, 24" | EACH | 3 | |
625E32000 | GROUND ROD | EACH | 2 | |
632E05006 | VEHICULAR SIGNAL HEAD, (LED), 3-SECTION, 12" LENS, 1-WAY, POLYCARBONATE Black |
EACH | 3 | |
632E05086 | VEHICULAR SIGNAL HEAD, (LED), 5-SECTION, 12" LENS, 1-WAY, POLYCARBONATE Black |
EACH | 3 | |
632E25000 | COVERING OF VEHICULAR SIGNAL HEAD | EACH | 5 | |
632E40500 | SIGNAL CABLE, 5 CONDUCTOR, NO. 14 AWG | FT | 344 | |
632E40700 | SIGNAL CABLE, 7 CONDUCTOR, NO. 14 AWG | FT | 852 | |
632E64010 | SIGNAL SUPPORT FOUNDATION | EACH | 1 | |
632E64020 | PEDESTAL FOUNDATION | EACH | 14 | |
632E65200 | LOOP DETECTOR LEAD-IN CABLE | FT | 179 | |
632E69320 | POWER CABLE, 3 CONDUCTOR, NO. 2 AWG | FT | 301 | |
632E69350 | POWER CABLE, MISC.: 3 Conductor, No 1 AWG |
FT | 377 | |
632E79151 | COMBINATION SIGNAL SUPPORT, TYPE TC-81.22, DESIGN 14, AS PER PLAN | EA | 1 | |
632E89901 | PEDESTAL, 8', TRANSFORMER BASE, AS PER PLAN | EACH | 1 | |
632E90008 | PEDESTAL, 15', TRANSFORMER BASE | EACH | 1 | |
632E90101 | REMOVAL OF TRAFFIC SIGNAL INSTALLATION, AS PER PLAN | EACH | 2 | |
632E90202 | REUSE OF PEDESTRIAN SIGNAL HEAD | EACH | 2 | |
632E90210 | REUSE OF PEDESTRIAN PUSHBUTTON | EACH | 1 | |
633E99000 | CONTROLLER ITEM, MISC.: Cabinet / Controller Modifications |
EACH | 2 | |
809E69000 | ADVANCE RADAR DETECTION | EACH | 2 | |
809E69101 | STOP LINE RADAR DETECTION, AS PER PLAN | EACH | 1 | |
WATER WORK | ||||
638E10201 | 6" FIRE HYDRANT, AS PER PLAN | EACH | 1 | |
638E10700 | FIRE HYDRANT REMOVED AND DISPOSED OF | EACH | 4 | |
638E10800 | VALVE BOX ADJUSTED TO GRADE | EACH | 3 | |
638E20498 | SPECIAL - VALVE BOX BCWS 2220 |
EACH | 1 | |
638E20538 | SPECIAL - 6" GATE VALVE WITH VALVE BOX BCWS 2220 |
EACH | 1 | |
638E20718 | SPECIAL - 16" X 6" TAPPING SLEEVE, VALVE AND VALVE BOX BCWS 2250 |
EACH | 0 | |
638E20750 | SPECIAL - 6" FIRE HYDRANT BCWS 2240 |
EACH | 1 | |
638E98000 | WATER WORK, MISC.: Abandon Existing 6" Water Line |
EACH | 1 | |
638E98000 | WATER WORK, MISC.: Keyway |
EACH | 1 | |
Alternate 1 | ||||
ALTERNATE #1 | ||||
611E05900 | 15" CONDUIT, TYPE B | FT | 1,575 | |
611E05900 | 15" CONDUIT, TYPE B 707.33 |
FT | 39 | |
611E07400 | 18" CONDUIT, TYPE B | FT | 154 | |
611E10400 | 24" CONDUIT, TYPE B | FT | 229 | |
611E13400 | 30" CONDUIT, TYPE B | FT | 211 | |
611E13400 | 30" CONDUIT, TYPE B 707.33 |
FT | 15 | |
611E53002 | 38" X 60" CONDUIT, TYPE B, 706.04 | FT | 343 | |
Alternate 2 | ||||
ALTERNATE #2 | ||||
611E05901 | 15" CONDUIT, TYPE B, AS PER PLAN 707.33 - LSM Backfill |
FT | 39 | |
611E05901 | 15" CONDUIT, TYPE B, AS PER PLAN LSM Backfill |
FT | 1,575 | |
611E07401 | 18" CONDUIT, TYPE B, AS PER PLAN LSM Backfill |
FT | 154 | |
611E10401 | 24" CONDUIT, TYPE B, AS PER PLAN LSM Backfill |
FT | 229 | |
611E13401 | 30" CONDUIT, TYPE B, AS PER PLAN 707.33 - LSM Backfill |
FT | 15 | |
611E13401 | 30" CONDUIT, TYPE B, AS PER PLAN LSM Backfill |
FT | 211 | |
611E53003 | 38" X 60" CONDUIT, TYPE B, 706.04, AS PER PLAN LSM Backfill |
FT | 343 |