HAM-US 27-11.09 Sidewalks
HAM County · est $2.4M
Bid dateThursday, May 11—
HAM County · est $2.4M
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 88 more items below.
| Item | Quantity | R1Prus Construction Company | R2Sunesis Construction CO | % of bid |
|---|---|---|---|---|
| 302E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 421 CY | $500 | $290 | 12% |
| 602E97000 MASONRY, MISC.: CAST STONE FACING | 1,662.95 SF | $105 | $44.89 | 10% |
| 602E15001 BLOCK MASONRY, AS PER PLAN | 94.18 CY | $1,805 | $1,186 | 10% |
| 625E10481 LIGHT POLE, DECORATIVE, AS PER PLAN | 29 EACH | $4,500 | $3,880 | 7% |
| 202E23000 PAVEMENT REMOVED | 1,630 SY | $65.00 | $49.28 | 6% |
| 452E12020 8" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC 1P W | 944 SY | $105 | $145 | 6% |
| 608E12000 5" CONCRETE WALK | 7,798 SF | $12.00 | $14.47 | 5% |
| 609E26000 CURB, TYPE 6 | 2,583 FT | $36.00 | $71.70 | 5% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $85,000 | $17,123 | 5% |
| 608E12001 5" CONCRETE WALK, AS PER PLAN | 2,458 SF | $30.00 | $29.74 | 4% |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 32.85 CY | $2,100 | $2,022 | 4% |
| 625E27551 LUMINAIRE, DECORATIVE, AS PER PLAN, 18'H CAST ALUM | 29 EACH | $2,325 | $2,020 | 4% |
| 202E30000 WALK REMOVED | 15,282 SF | $4.00 | $2.17 | 3% |
| 442E22100 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 62 CY | $950 | $640 | 3% |
| 304E20000 AGGREGATE BASE, 6" DEPTH | 364 CY | $150 | $222 | 3% |
| 625E25500 CONDUIT, 3", 725.04 | 2,021 FT | $26.25 | $22.75 | 3% |
| 602E98100 MASONRY, MISC.: CAST STONE CAP | 391.17 FT | $130 | $111 | 3% |
| 605E14000 6" BASE PIPE UNDERDRAINS | 1,983 FT | $25.00 | $32.57 | 3% |
| 202E32000 CURB REMOVED | 2,617 FT | $17.00 | $6.94 | 2% |
| 625E23308 DISTRIBUTION CABLE, MISC.:RECEPT - #1/0 AWG 600 VO | 8,458 FT | $5.25 | $4.60 | 2% |
| Item | Quantity | R1Prus Construction Company | R2Sunesis Construction CO |
|---|---|---|---|
| 202E58101 CATCH BASIN REMOVED, AS PER PLAN | 1 EACH | $700 | $1,168 |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $25,000 | $3,052 |
| 203E10000 EXCAVATION | 68 CY | $68.00 | $100 |
| 203E20000 EMBANKMENT | 68 CY | $85.00 | $59.99 |
| 659E00300 TOPSOIL | 37 CY | $70.00 | $60.00 |
| 659E10000 SEEDING AND MULCHING | 336 SY | $2.25 | $10.23 |
| 659E14000 REPAIR SEEDING AND MULCHING | 17 SY | $2.25 | $1.85 |
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 →
| 659E20000 COMMERCIAL FERTILIZER | 0.05 TON | $900 | $760 |
| 659E31000 LIME | 0.07 ACRE | $60.00 | $50.00 |
| 659E35000 WATER | 1.8 MGAL | $60.00 | $50.00 |
| 832E30000 EROSION CONTROL | 34,752 EACH | $1.00 | $1.00 |
| 203E10001 EXCAVATION, AS PER PLAN | 7 CY | $700 | $2,323 |
| 611E00510 6" CONDUIT, TYPE F FOR UNDERDRAIN OUTLETS | 126 FT | $45.00 | $69.28 |
| 611E00901 6" CONDUIT, TYPE B, AS PER PLAN, FOR DRAINAGE CONN | 100 FT | $40.00 | $20.98 |
| 611E98651 CATCH BASIN FRAME AND GRATE, AS PER PLAN | 1 EACH | $950 | $2,157 |
| 611E99654 MANHOLE ADJUSTED TO GRADE | 15 EACH | $845 | $893 |
| 204E10000 SUBGRADE COMPACTION | 3,653 SY | $3.50 | $19.74 |
| 407E10000 TACK COAT | 82 GAL | $8.00 | $3.75 |
| 451E10021 6" REINFORCED CONCRETE PAVEMENT, CLASS QC 1P WITH | 28 SY | $175 | $277 |
| 608E52000 CURB RAMP | 728 SF | $18.50 | $31.66 |
| 690E98400 SPECIAL - CONSULTANT FOR CONCRETE QUALITY CONTROL | 1 LS | $41,000 | $44,460 |
| 202E75610 VALVE BOX REMOVED | 1 EACH | $450 | $164 |
| 625E29000 TRENCH | 57 FT | $140 | $403 |
| 638E10400 FIRE HYDRANT ADJUSTED TO GRADE | 3 EACH | $775 | $2,144 |
| 638E10800 VALVE BOX ADJUSTED TO GRADE | 13 EACH | $675 | $458 |
| 638E10900 SERVICE BOX ADJUSTED TO GRADE | 4 EACH | $900 | $458 |
| 638E20770 SPECIAL - 1" COPPER WATER SERVICE LINE, GCWW SPEC | 127 FT | $150 | $368 |
| 638E20904 SPECIAL - SERVICE BOX, GCWW SPEC 1131 | 2 EACH | $855 | $2,776 |
| 625E00450 CONNECTION, FUSED PULL APART | 212 EACH | $80.00 | $70.00 |
| 625E00460 CONNECTION, UNFUSED PULL APART | 103 EACH | $70.00 | $70.00 |
| 625E14501 LIGHT POLE FOUNDATION, AS PER PLAN | 29 EACH | $1,000 | $1,057 |
| 625E23308 DISTRIBUTION CABLE, MISC.: LTG - #10 AWG 600 VOLT | 11,704 FT | $2.00 | $1.80 |
| 625E23308 DISTRIBUTION CABLE, MISC.:RECEPT - #1 AWG 600 VOLT | 6,832 FT | $4.50 | $3.90 |
| 625E23308 DISTRIBUTION CABLE, MISC.:RECEPT - #10 AWG 600 VOL | 1,053 FT | $2.00 | $1.80 |
| 625E23308 DISTRIBUTION CABLE, MISC.:RECEPT - #4 AWG 600 VOLT | 5,497 FT | $3.00 | $2.70 |
| 625E23308 DISTRIBUTION CABLE, MISC.:RECEPT - #6 AWG 600 VOLT | 2,367 FT | $2.30 | $2.30 |
| 625E23308 DISTRIBUTION CABLE, MISC.:RECEPT - #8 AWG 600 VOLT | 1,197 FT | $2.00 | $2.00 |
| 625E25100 CONDUIT, 1", 725.04 | 228 FT | $10.65 | $9.25 |
| 625E25400 CONDUIT, 2", 725.04 | 800 FT | $12.50 | $10.80 |
| 625E25600 CONDUIT, 4", 725.04 | 110 FT | $35.50 | $30.80 |
| 625E25802 CONDUIT, CONCRETE ENCASED, 2" | 265 FT | $15.00 | $13.05 |
| 625E25802 CONDUIT, CONCRETE ENCASED, 3" | 753 FT | $20.00 | $17.70 |
| 625E25802 CONDUIT, CONCRETE ENCASED, 4" | 363 FT | $24.25 | $21.10 |
| 625E29001 TRENCH, AS PER PLAN | 2,459 FT | $10.65 | $10.65 |
| 625E29400 TRENCH IN PAVED AREA | 359 FT | $10.65 | $10.65 |
| 625E30700 PULL BOX, 725.08, 18" | 39 EACH | $1,060 | $920 |
| 625E32000 GROUND ROD | 38 EACH | $390 | $340 |
| 625E34001 POWER SERVICE, AS PER PLAN | 1 EACH | $7,500 | $17,059 |
| 625E36010 UNDERGROUND WARNING/MARKING TAPE | 2,863 FT | $1.65 | $1.65 |
| 625E10500 LIGHT POLE, MISC.:, LIGHT BOLLARD, AS PER PLAN | 9 EACH | $2,700 | $3,240 |
| 625E14600 LIGHT POLE FOUNDATION, MISC.:, LIGHT BOLLARD FOUND | 9 EACH | $800 | $876 |
| 625E25902 CONDUIT, JACKED OR DRILLED, 725.04, 3? | 30 FT | $140 | $130 |
| 611E99700 SPECIAL - GAS VALVE BOX ADJUSTED TO GRADE | 12 EACH | $775 | $229 |
| 625E31600 PULL BOX, MISC.:, ADJUST TO EGRADE | 2 EACH | $300 | $229 |
| 690E98100 SPECIAL - SLEEVE EXISTING GAS LINE | 18 FT | $300 | $226 |
| 690E98100 SPECIAL -, VERIZON/MCI UTILITY SLEEVING | 107 FT | $130 | $336 |
| 690E98400 SPECIAL -, LACP CCTV | 1 LS | $10,000 | $74,057 |
| 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST | 27.5 FT | $18.00 | $15.50 |
| 630E08520 STREET NAME SIGN SUPPORT, NO. 3 POST | 11 FT | $18.00 | $15.50 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 5 EACH | $50.00 | $45.00 |
| 644E00104 EDGE LINE, 6" | 0.45 MILE | $4,200 | $4,200 |
| 644E00204 LANE LINE, 6" | 0.74 MILE | $3,000 | $3,000 |
| 644E00300 CENTER LINE | 0.74 MILE | $6,000 | $6,000 |
| 644E00630 CROSSWALK LINE, 24" | 173 FT | $6.00 | $6.00 |
| 644E01300 LANE ARROW | 6 EACH | $100 | $100 |
| 644E01400 WORD ON PAVEMENT, 72" | 2 EACH | $120 | $120 |
| 644E01510 DOTTED LINE, 6" | 200 FT | $2.90 | $2.50 |
| 644E20800 YIELD LINE | 8 FT | $4.50 | $4.00 |
| 661E20040 DECIDUOUS SHRUB, 2' HEIGHT, RHUS AROMATICA | 69 EACH | $175 | $180 |
| 661E20060 DECIDUOUS SHRUB, 3' HEIGHT, MYRICA PENSYLVANICA | 30 EACH | $225 | $222 |
| 661E40100 DECIDUOUS TREE, 2-1/2" CALIPER, CERIS CANADENSIS I | 12 EACH | $860 | $972 |
| 661E40100 DECIDUOUS TREE, 2-1/2" CALIPER, SYRINGA RETICULATE | 6 EACH | $800 | $946 |
| 661E40120 DECIDUOUS TREE, 3" CALIPER, GINKO BILOBA | 11 EACH | $1,150 | $1,216 |
| 661E40120 DECIDUOUS TREE, 3" CALIPER, GLEDITSIA TRIACANTHOS | 22 EACH | $1,025 | $1,135 |
| 410E22000 TRAFFIC COMPACTED SURFACE, TYPE A OR B | 250 TON | $110 | $130 |
| 614E12801 WORK ZONE RAISED PAVEMENT MARKER, AS PER PLAN | 263 EACH | $6.00 | $50.00 |
| 614E20210 WORK ZONE LANE LINE, CLASS I, 6", 740.06, TYPE I | 0.38 MILE | $3,800 | $3,800 |
| 614E21200 WORK ZONE CENTER LINE, CLASS I, 740.06, TYPE I | 0.74 MILE | $12,900 | $12,900 |
| 614E22200 WORK ZONE EDGE LINE, CLASS I, 4", 740.06, TYPE I | 0.68 MILE | $6,900 | $6,900 |
| 614E23400 WORK ZONE CHANNELIZING LINE, CLASS I, 8", 740.06, | 1,927 FT | $3.25 | $2.80 |
| 616E10000 WATER | 50.26 MGAL | $43.25 | $32.05 |
| 203E20000 EMBANKMENT | 117.37 CY | $160 | $222 |
| 503E21100 UNCLASSIFIED EXCAVATION | 165.31 CY | $210 | $133 |
| 509E10000 EPOXY COATED REINFORCING STEEL | 3,578 LB | $2.50 | $7.18 |
| 203E10001 EXCAVATION, AS PER PLAN | 8.46 CY | $430 | $1,128 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $26,972 | $14,773 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $25,000 | $17,250 |
| 624E10000 MOBILIZATION | 1 LS | $40,000 | $208,848 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 302E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 421 CY | $500 | $211k | 8% |
| 602E97000 MASONRY, MISC.: CAST STONE FACING | 1,662.95 SF | $105 | $175k | 7% |
| 602E15001 BLOCK MASONRY, AS PER PLAN | 94.18 CY | $1,805 | $170k | 6% |
| 625E10481 LIGHT POLE, DECORATIVE, AS PER PLAN | 29 EACH | $4,500 | $131k | 5% |
| 202E23000 PAVEMENT REMOVED | 1,630 SY | $65 | $106k | 4% |
| 452E12020 8" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC 1P W | 944 SY | $105 | $99k | 4% |
| 608E12000 5" CONCRETE WALK | 7,798 SF | $12 | $94k | 4% |
| 609E26000 CURB, TYPE 6 | 2,583 FT | $36 | $93k | 4% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $85,000 | $85k | 3% |
| 608E12001 5" CONCRETE WALK, AS PER PLAN | 2,458 SF | $30 | $74k | 3% |