Ros-US 23-10.97
Ross County · est $14M
Bid dateThursday, December 5—
Ross County · est $14M
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 171 more items below.
| Item | Quantity | R1Shelly & Sands INC | R2Complete General Construction Company | % of bid |
|---|---|---|---|---|
| 442E10021 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 12,463 CY | $215 | $221 | 27% |
| 255E18000 FULL DEPTH PAVEMENT REMOVAL AND RIGID REPLACEMENT, | 2,500 SY | $531 | $410 | 13% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $600,000 | $346,000 | 6% |
| 254E01001 PAVEMENT PLANING, ASPHALT CONCRETE, AS PER PLAN | — | $2.00 | $1.70 | 6% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 36,108 FT | $15.00 | $23.00 | 5% |
| 848E20000 SURFACE PREPARATION USING HYDRODEMOLITION | 6,407 SY | $72.00 | $63.00 | 5% |
| 848E20000 SURFACE PREPARATION USING HYDRODEMOLITION | 6,407 SY | $72.00 | $63.00 | 5% |
| 452E14010 10" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC 1P | 3,522 SY | $130 | $158 | 5% |
| 848E10200 SUPERPLASTICIZED DENSE CONCRETE OVERLAY USING HYDR | 6,407 SY | $65.00 | $73.00 | 4% |
| 624E10000 MOBILIZATION | 1 LS | $400,000 | $700,000 | 4% |
| 848E10200 SUPERPLASTICIZED DENSE CONCRETE OVERLAY USING HYDR | 6,407 SY | $61.00 | $73.00 | 4% |
| 897E02000 PATCHING PLANED SURFACE | 73,960 SY | $4.00 | $2.50 | 3% |
| 615E20000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS A | 3,067 SY | $70.00 | $56.50 | 2% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $180,000 | $180,000 | 2% |
| 511E34410 CLASS QC2 CONCRETE, SUPERSTRUCTURE | 30 CY | $5,906 | $4,100 | 2% |
| 511E34410 CLASS QC2 CONCRETE, SUPERSTRUCTURE | 30 CY | $5,750 | $4,100 | 2% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $172,000 | $180,000 | 2% |
| 516E11211 STRUCTURAL EXPANSION JOINT INCLUDING ELASTOMERIC S | 196 FT | $756 | $900 | 1% |
| 516E11211 STRUCTURAL EXPANSION JOINT INCLUDING ELASTOMERIC S | 196 FT | $756 | $900 | 1% |
| 848E10200 SUPERPLASTICIZED DENSE CONCRETE OVERLAY USING HYDR | 995 SY | $117 | $73.00 | 1% |
| Item | Quantity | R1Shelly & Sands INC | R2Complete General Construction Company |
|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $4,500 | $25,000 |
| 202E23000 PAVEMENT REMOVED | 4,496 SY | $16.00 | $14.00 |
| 202E23500 WEARING COURSE REMOVED | 3,450 SY | $2.50 | $12.00 |
| 202E30000 WALK REMOVED | 601 SF | $5.00 | $6.00 |
| 202E32000 CURB REMOVED | 570 FT | $5.00 | $12.00 |
| 203E10000 EXCAVATION | 439 CY | $45.00 | $36.00 |
| 204E10000 SUBGRADE COMPACTION | 3,682 SY | $2.00 |
How to read this. Plan‑pull counts come straight from agency portals. Patterns and confidence scores are derived from comparable lettings (same county, same category, three‑year basis). Confidence is a calibration of past correctness on signals of this shape — not a guarantee of this bid’s outcome. We never round up. More on what Cassandri does →
| $3.50 |
| 204E13000 EXCAVATION OF SUBGRADE | 1,228 CY | $35.00 | $38.00 |
| 204E45000 PROOF ROLLING | 3 HOUR | $300 | $130 |
| 209E10000 DITCH CLEANOUT | 500 FT | $12.00 | $32.00 |
| 611E98630 CATCH BASIN ADJUSTED TO GRADE | 3 EACH | $1,100 | $650 |
| 611E99654 MANHOLE ADJUSTED TO GRADE | 2 EACH | $1,400 | $1,750 |
| 638E10900 SERVICE BOX ADJUSTED TO GRADE | 8 EACH | $1,000 | $125 |
| 659E10000 SEEDING AND MULCHING | 297 SY | $10.00 | $8.80 |
| 659E14000 REPAIR SEEDING AND MULCHING | 30 SY | $10.00 | $3.80 |
| 659E20000 COMMERCIAL FERTILIZER | 0.05 TON | $1,250 | $880 |
| 659E31000 LIME | 0.06 ACRE | $150 | $400 |
| 659E35000 WATER | 1 MGAL | $1.00 | $1.00 |
| 832E30000 EROSION CONTROL | 5,000 EACH | $1.00 | $1.00 |
| 605E05100 4" SHALLOW PIPE UNDERDRAINS | 886 FT | $21.00 | $18.00 |
| 611E05900 15" CONDUIT, TYPE B | 158 FT | $138 | $150 |
| 611E98180 CATCH BASIN, NO. 3A | 1 EACH | $3,950 | $3,200 |
| 611E98370 CATCH BASIN, NO. 6 | 1 EACH | $4,500 | $3,600 |
| 611E99574 MANHOLE, NO. 3 | 1 EACH | $4,500 | $3,000 |
| 204E30010 GRANULAR MATERIAL, TYPE B | 1,228 CY | $70.00 | $34.00 |
| 251E01021 PARTIAL DEPTH PAVEMENT REPAIR (442), AS PER PLAN | 500 SY | $90.00 | $73.00 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, (T=1") | 1,133 SY | $12.50 | $7.70 |
| 254E01010 PAVEMENT PLANING, PORTLAND CEMENT CONCRETE | — | $15.50 | $15.00 |
| 255E20000 FULL DEPTH PAVEMENT SAWING | 10,500 FT | $6.00 | $5.15 |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 358 CY | $280 | $208 |
| 304E20000 AGGREGATE BASE (T = 6") | 603 CY | $95.00 | $120 |
| 407E10000 TACK COAT | 163 GAL | $3.50 | $2.50 |
| 407E20000 NON-TRACKING TACK COAT | 26,555 GAL | $3.50 | $3.90 |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 32 CY | $455 | $400 |
| 442E00100 ANTI-SEGREGATION EQUIPMENT | 10,437 CY | $6.60 | $6.50 |
| 608E10000 4" CONCRETE WALK | 467 SF | $12.00 | $19.00 |
| 608E52000 CURB RAMP | 198 SF | $50.00 | $32.00 |
| 609E14000 CURB, TYPE 2-A | 450 FT | $15.00 | $48.00 |
| 618E40100 RUMBLE STRIPS, SHOULDER (ASPHALT CONCRETE) | 5,100 FT | $1.09 | $2.00 |
| 618E40600 RUMBLE STRIPS, SHOULDER (ASPHALT CONCRETE) | 8.56 MILE | $785 | $6,400 |
| 850E10010 GROOVING FOR 6" RECESSED PAVEMENT MARKING | — | $1,944 | $2,000 |
| 850E10130 GROOVING FOR 12" RECESSED PAVEMENT MARKING | — | $1.40 | $1.50 |
| 850E20010 GROOVING FOR 6" RECESSED PAVEMENT MARKING | — | $2,810 | $4,000 |
| 621E00100 RPM | 1,577 EACH | $36.00 | $36.00 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 1,577 EACH | $8.00 | $13.00 |
| 646E10010 EDGE LINE, 6", (WHITE) | 0.16 MILE | $15,000 | $2,400 |
| 646E10010 EDGE LINE, 6", (YELLOW) | 0.07 MILE | $15,000 | $2,400 |
| 646E10110 LANE LINE, 6" | 0.01 MILE | $15,000 | $1,400 |
| 646E10200 CENTER LINE, DOUBLE, YELLOW | 0.06 MILE | $30,000 | $4,500 |
| 646E10300 CHANNELIZING LINE, 8" | 407 FT | $4.50 | $2.50 |
| 646E10400 STOP LINE | 204 FT | $12.50 | $12.00 |
| 646E10510 CROSSWALK LINE, 12" | 62 FT | $6.00 | $8.00 |
| 646E10600 TRANSVERSE/DIAGONAL LINE, (YELLOW) | 27 FT | $15.00 | $12.00 |
| 646E10800 ISLAND MARKING, (YELLOW) | 108 SF | $5.00 | $12.00 |
| 646E20300 LANE ARROW | 8 EACH | $175 | $175 |
| 646E50100 REMOVAL OF PAVEMENT MARKING | 34 FT | $25.00 | $2.00 |
| 807E12010 WET REFLECTIVE EPOXY PAVEMENT MARKING, EDGE LINE, | 0.77 MILE | $9,000 | $2,560 |
| 807E12010 WET REFLECTIVE EPOXY PAVEMENT MARKING, EDGE LINE, | 0.77 MILE | $9,000 | $2,560 |
| 807E12110 WET REFLECTIVE EPOXY PAVEMENT MARKING, LANE LINE, | 1.37 MILE | $5,000 | $1,360 |
| 807E14010 WET REFLECTIVE THERMOPLASTIC PAVEMENT MARKING, EDG | 14.57 MILE | $4,315 | $4,300 |
| 807E14010 WET REFLECTIVE THERMOPLASTIC PAVEMENT MARKING, EDG | 14.57 MILE | $4,315 | $4,300 |
| 807E14110 WET REFLECTIVE THERMOPLASTIC PAVEMENT MARKING, LAN | 18.08 MILE | $1,865 | $2,200 |
| 807E14310 WET REFLECTIVE THERMOPLASTIC PAVEMENT MARKING, CHA | 12,741 FT | $2.20 | $2.75 |
| 807E14410 WET REFLECTIVE THERMOPLASTIC PAVEMENT MARKING, DOT | 5,458 FT | $1.10 | $2.50 |
| 809E69001 ADVANCE RADAR DETECTION, AS PER PLAN | 4 EACH | $8,800 | $8,800 |
| 809E69101 STOP LINE RADAR DETECTION, AS PER PLAN | 4 EACH | $8,500 | $8,500 |
| 611E04200 12" CONDUIT, TYPE A | 425 FT | $60.00 | $188 |
| 611E05700 15" CONDUIT, TYPE A | 490 FT | $65.00 | $200 |
| 611E98450 CATCH BASIN, NO. 2-2A | 2 EACH | $2,500 | $2,900 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 500 HOUR | $90.00 | $95.00 |
| 614E12380 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $2,100 | $2,100 |
| 614E12470 WORK ZONE SPEED LIMIT SIGN | 6 EACH | $760 | $175 |
| 614E12484 WORK ZONE INCREASED PENALTIES SIGN | 18 EACH | $730 | $180 |
| 614E12600 REPLACEMENT DRUM | 55 EACH | $60.00 | $60.00 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 250 CY | $250 | $300 |
| 614E13310 BARRIER REFLECTOR, TYPE 1, (BI-DIRECTIONAL) | 1,479 EACH | $12.50 | $18.00 |
| 614E13360 OBJECT MARKER, TWO WAY | 1,476 EACH | $12.50 | $20.00 |
| 614E18600 PORTABLE CHANGEABLE MESSAGE SIGN | 72 SNMT | $800 | $1,400 |
| 614E20010 WORK ZONE LANE LINE, CLASS I, 6" | 4.05 MILE | $750 | $590 |
| 614E21000 WORK ZONE CENTER LINE, CLASS I | 0.69 MILE | $1,980 | $975 |
| 614E22010 WORK ZONE EDGE LINE, CLASS I, 6", (WHITE) | 13.17 MILE | $960 | $850 |
| 614E22010 WORK ZONE EDGE LINE, CLASS I, 6", (YELLOW) | 7 MILE | $960 | $850 |
| 614E23000 WORK ZONE CHANNELIZING LINE, CLASS I, 8" | 10,952 FT | $0.80 | $0.35 |
| 614E24000 WORK ZONE DOTTED LINE, CLASS I | 5,509 FT | $0.80 | $0.25 |
| 614E26000 WORK ZONE STOP LINE, CLASS I | 79 FT | $3.00 | $5.00 |
| 614E30000 WORK ZONE ARROW, CLASS I | 4 EACH | $85.00 | $75.00 |
| 616E10000 WATER | 20 MGAL | $65.00 | $155 |
| 614E12460 WORK ZONE MARKING SIGN | 14 EACH | $650 | $200 |
| 614E12756 WORK ZONE CROSSOVER LIGHTING SYSTEM | 4 EACH | $25,000 | $24,800 |
| 614E20560 WORK ZONE LANE LINE, CLASS III, 6", 642 PAINT | 37.52 MILE | $550 | $650 |
| 614E22360 WORK ZONE EDGE LINE, CLASS III, 6", 642 PAINT | 59.04 MILE | $685 | $850 |
| 614E23680 WORK ZONE CHANNELIZING LINE, CLASS III, 8", 642 PA | 814 FT | $3.00 | $0.50 |
| 615E10000 ROADS FOR MAINTAINING TRAFFIC | 1 LS | $67,000 | $200,000 |
| 808E18700 DIGITAL SPEED LIMIT (DSL) SIGN ASSEMBLY | 18 SNMT | $750 | $900 |
| 614E12420 DETOUR SIGNING | 1 LS | $27,000 | $80,000 |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $85,000 | $90,000 |
| 202E22900 APPROACH SLAB REMOVED | 279 SY | $32.00 | $54.00 |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 1,524 LB | $2.00 | $1.85 |
| 510E10001 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT, AS | 176 EACH | $46.00 | $35.00 |
| 511E34410 CLASS QC2 CONCRETE, SUPERSTRUCTURE | 18 CY | $4,715 | $4,000 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 13 SY | $227 | $100 |
| 513E10201 STRUCTURAL STEEL MEMBERS, LEVEL UF, AS PER PLAN | 3,026 LB | $10.00 | $9.75 |
| 514E80020 SHOP PAINTING AND FIELD TOUCH-UP OF STRUCTURAL STE | 381 SF | $130 | $235 |
| 516E11211 STRUCTURAL EXPANSION JOINT INCLUDING ELASTOMERIC S | 105 FT | $763 | $900 |
| 516E31010 2" DEEP JOINT SEALER | 101 FT | $38.00 | $28.00 |
| 518E12800 SCUPPER, MODIFICATION | 16 EACH | $525 | $690 |
| 526E25000 REINFORCED CONCRETE APPROACH SLABS (T=15") | 279 SY | $312 | $460 |
| 526E90010 TYPE A INSTALLATION | 101 FT | $279 | $290 |
| 609E24000 CURB, TYPE 4-A | 40 FT | $104 | $55.00 |
| 848E10200 SUPERPLASTICIZED DENSE CONCRETE OVERLAY USING HYDR | 995 SY | $116 | $73.00 |
| 848E20000 SURFACE PREPARATION USING HYDRODEMOLITION | 995 SY | $87.00 | $63.00 |
| 848E30200 SUPERPLASTICIZED DENSE CONCRETE OVERLAY (VARIABLE | 25 CY | $247 | $322 |
| 848E50000 HAND CHIPPING | 100 SY | $50.00 | $95.00 |
| 848E50100 TEST SLAB | 1 LS | $2,100 | $1,000 |
| 848E50320 EXISTING CONCRETE OVERLAY REMOVED (4.5") | 995 SY | $12.00 | $25.50 |
| 848E50340 REMOVAL OF DEBONDED OR DETERIORATED EXISTING VARIA | 199 SY | $65.00 | $50.00 |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $82,000 | $90,000 |
| 202E22900 APPROACH SLAB REMOVED | 279 SY | $32.00 | $54.00 |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 1,524 LB | $2.00 | $1.51 |
| 510E10001 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT, AS | 176 EACH | $46.00 | $35.00 |
| 511E34410 CLASS QC2 CONCRETE, SUPERSTRUCTURE | 18 CY | $5,232 | $4,000 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 13 SY | $227 | $100 |
| 513E10201 STRUCTURAL STEEL MEMBERS, LEVEL UF, AS PER PLAN | 3,026 LB | $9.00 | $9.75 |
| 514E80020 SHOP PAINTING AND FIELD TOUCH-UP OF STRUCTURAL STE | 381 SF | $130 | $235 |
| 516E11211 STRUCTURAL EXPANSION JOINT INCLUDING ELASTOMERIC S | 105 FT | $780 | $900 |
| 516E31010 2" DEEP JOINT SEALER | 101 FT | $38.00 | $28.00 |
| 518E12800 SCUPPER, MODIFICATION | 16 EACH | $525 | $690 |
| 526E25000 REINFORCED CONCRETE APPROACH SLABS (T=15") | 279 SY | $312 | $460 |
| 526E90010 TYPE A INSTALLATION | 101 FT | $279 | $290 |
| 609E24000 CURB, TYPE 4-A | 40 FT | $104 | $55.00 |
| 848E20000 SURFACE PREPARATION USING HYDRODEMOLITION | 995 SY | $86.50 | $63.00 |
| 848E30200 SUPERPLASTICIZED DENSE CONCRETE OVERLAY (VARIABLE | 25 CY | $247 | $322 |
| 848E50000 HAND CHIPPING | 100 SY | $98.00 | $95.00 |
| 848E50100 TEST SLAB | 1 LS | $2,100 | $1,000 |
| 848E50320 EXISTING CONCRETE OVERLAY REMOVED (4.5") | 995 SY | $11.50 | $25.50 |
| 848E50340 REMOVAL OF DEBONDED OR DETERIORATED EXISTING VARIA | 199 SY | $65.00 | $50.00 |
| 202E22900 APPROACH SLAB REMOVED | 245 SY | $35.00 | $54.00 |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 1,852 LB | $2.00 | $1.85 |
| 510E10001 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT, AS | 166 EACH | $48.00 | $35.00 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 33 SY | $102 | $100 |
| 513E10201 STRUCTURAL STEEL MEMBERS, LEVEL UF, AS PER PLAN | 3,928 LB | $10.00 | $9.88 |
| 514E80020 SHOP PAINTING AND FIELD TOUCH-UP OF STRUCTURAL STE | 863 SF | $130 | $250 |
| 516E31010 2" DEEP JOINT SEALER | 94 FT | $38.00 | $28.00 |
| 518E12800 SCUPPER, MODIFICATION | 96 EACH | $500 | $690 |
| 526E25000 REINFORCED CONCRETE APPROACH SLABS (T=15") | 245 SY | $322 | $460 |
| 526E90010 TYPE A INSTALLATION | 94 FT | $293 | $300 |
| 609E24000 CURB, TYPE 4-A | 20 FT | $208 | $55.00 |
| 848E30200 SUPERPLASTICIZED DENSE CONCRETE OVERLAY (VARIABLE | 161 CY | $247 | $322 |
| 848E50000 HAND CHIPPING | 321 SY | $127 | $95.00 |
| 848E50100 TEST SLAB | 1 LS | $2,400 | $1,000 |
| 848E50200 FULL-DEPTH REPAIR | 22 CY | $1,655 | $1,100 |
| 848E50320 EXISTING CONCRETE OVERLAY REMOVED (4.5") | 6,407 SY | $8.70 | $17.00 |
| 202E22900 APPROACH SLAB REMOVED | 245 SY | $35.00 | $54.00 |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 1,852 LB | $2.00 | $1.85 |
| 510E10001 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT, AS | 166 EACH | $48.00 | $35.00 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 33 SY | $102 | $100 |
| 513E10201 STRUCTURAL STEEL MEMBERS, LEVEL UF, AS PER PLAN | 3,928 LB | $10.00 | $9.88 |
| 514E80020 SHOP PAINTING AND FIELD TOUCH-UP OF STRUCTURAL STE | 863 SF | $130 | $250 |
| 516E31010 2" DEEP JOINT SEALER | 94 FT | $38.00 | $28.00 |
| 518E12800 SCUPPER, MODIFICATION | 96 EACH | $525 | $690 |
| 526E25000 REINFORCED CONCRETE APPROACH SLABS (T=15") | 245 SY | $322 | $460 |
| 526E90010 TYPE A INSTALLATION | 94 FT | $293 | $300 |
| 609E24000 CURB, TYPE 4-A | 20 FT | $207 | $55.00 |
| 848E30200 SUPERPLASTICIZED DENSE CONCRETE OVERLAY (VARIABLE | 161 CY | $246 | $322 |
| 848E50000 HAND CHIPPING | 321 SY | $127 | $95.00 |
| 848E50100 TEST SLAB | 1 LS | $2,400 | $1,000 |
| 848E50200 FULL-DEPTH REPAIR | 22 CY | $1,655 | $1,100 |
| 848E50320 EXISTING CONCRETE OVERLAY REMOVED (4.5") | 6,407 SY | $8.00 | $17.00 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $65,000 | $69,000 |
| 619E16000 FIELD OFFICE, TYPE A | 4 MNTH | $4,100 | $3,200 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $35,000 | $40,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 442E10021 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 12,463 CY | $215 | $2.68M | 19% |
| 255E18000 FULL DEPTH PAVEMENT REMOVAL AND RIGID REPLACEMENT, | 2,500 SY | $531.25 | $1.33M | 9% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $600,000 | $600k | 4% |
| 254E01001 PAVEMENT PLANING, ASPHALT CONCRETE, AS PER PLAN | — | $2 | $586k | 4% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 36,108 FT | $15 | $542k | 4% |
| 848E20000 SURFACE PREPARATION USING HYDRODEMOLITION | 6,407 SY | $72 | $461k | 3% |
| 848E20000 SURFACE PREPARATION USING HYDRODEMOLITION | 6,407 SY | $72 | $461k | 3% |
| 452E14010 10" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC 1P | 3,522 SY | $130 | $458k | 3% |
| 848E10200 SUPERPLASTICIZED DENSE CONCRETE OVERLAY USING HYDR | 6,407 SY | $65 | $416k | 3% |
| 624E10000 MOBILIZATION | 1 LS | $400,000 | $400k | 3% |