LIC-CR 803-00.88 (PART 1 AND PART 2)
LIC County · est $2.8M
Bid dateThursday, March 26—
Awarded toRIETSCHLIN CONSTRUCTION INC$2.70M
Project scope
Bid form · ODOT
- Drainage23%
- Earthwork13%
- Structures / Bridge12%
- Erosion & Landscaping9%
- Curb, Walk & Ramp7%
- Signs5%
- Other31%
Top items by winning bid
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 611E71001 CONDUIT, TYPE A, PRECAST REINFORCED CONCRETE ARCH Section 14 - STRUCTURE OVER 20 FOOT SPAN (LIC-GVILL-1 - Totals Awd $1,156,459.00 2 $1,198,351.90 3 $1,319,549.45 | 40 FT | $8,225 | $329k | 12% |
| 507E00650 14" CAST-IN-PLACE REINFORCED CONCRETE PILES, FURNI | 1,800 FT | $83 | $149k | 6% |
| 503E11101 COFFERDAMS AND EXCAVATION BRACING, AS PER PLAN | 1 LS | $110,000 | $110k | 4% |
| 624E10000 MOBILIZATION Section 15 - INCIDENTALS (PART 1 AND PART 2) - Totals Awd $201,600.00 2 $235,000.00 3 $341,000.00 | 1 LS | $100,000 | $100k | 4% |
| 203E20001 EMBANKMENT, AS PER PLAN | 1,040 CY | $90 | $94k | 3% |
| 304E20000 AGGREGATE BASE, 6" | 739 CY | $120 | $89k | 3% |
| 441E70200 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1 | 449 (253 CY | $341 | $86k | 3% |
| 611E99575 MANHOLE, NO. 3, AS PER PLAN | 10 EACH | $7,700 | $77k | 3% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $69,000 | $69k | 3% |
| 511E34448 CLASS QC2 CONCRETE, BRIDGE DECK (PARAPET) | 92 CY | $700 | $64k | 2% |
Per-bidder unit pricing
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 136 more items below.
Rank 1Rietschlin Construction INC$2.70MRank 2Axis Civil Construction LLC$2.72MRank 3Complete General Construction Company$3.13M
| Item | Quantity | R1Rietschlin Construction INC | R2Axis Civil Construction LLC | R3Complete General Construction Company | % of bid |
|---|---|---|---|---|---|
| 611E71001 CONDUIT, TYPE A, PRECAST REINFORCED CONCRETE ARCH Section 14 - STRUCTURE OVER 20 FOOT SPAN (LIC-GVILL-1 - Totals Awd $1,156,459.00 2 $1,198,351.90 3 $1,319,549.45 | 40 FT | $8,225 | $7,550 | $6,755 | 20% |
| 507E00650 14" CAST-IN-PLACE REINFORCED CONCRETE PILES, FURNI | 1,800 FT | $83.00 | $68.00 | $52.69 | 9% |
| 503E11101 COFFERDAMS AND EXCAVATION BRACING, AS PER PLAN | 1 LS | $110,000 | $80,000 | $128,597 | 7% |
| 624E10000 MOBILIZATION Section 15 - INCIDENTALS (PART 1 AND PART 2) - Totals Awd $201,600.00 2 $235,000.00 3 $341,000.00 | 1 LS | $100,000 | $100,000 | $156,000 | 6% |
| 203E20001 EMBANKMENT, AS PER PLAN | 1,040 CY | $90.00 | $50.00 | $50.00 | 6% |
| 304E20000 AGGREGATE BASE, 6" | 739 CY | $120 | $140 | $130 | 5% |
| 441E70200 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1 | 449 (253 CY | $341 | $310 | $366 | 5% |
| 611E99575 MANHOLE, NO. 3, AS PER PLAN | 10 EACH | $7,700 | $5,040 | $5,600 | 5% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $69,000 | $36,000 | $100,704 | 4% |
| 511E34448 CLASS QC2 CONCRETE, BRIDGE DECK (PARAPET) | 92 CY | $700 | $1,350 | $1,323 | 4% |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 40,318 LB | $1.50 | $1.80 | $1.74 | 4% |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 162 CY | $363 | $330 | $381 | 4% |
| 611E04600 12" CONDUIT, TYPE C | 502 FT | $115 | $127 | $130 | 3% |
| 203E10000 EXCAVATION | 1,261 CY | $39.00 | $45.00 | $50.00 | 3% |
| 832E30000 EROSION CONTROL Section 2 - EROSION CONTROL (PART 1) - Totals Awd $109,743.00 2 $114,422.38 3 $105,719.80 | 48,000 EACH | $1.00 | $1.00 | $1.00 | 3% |
| 605E06000 4" BASE PIPE UNDERDRAINS | 2,783 FT | $17.00 | $12.50 | $25.00 | 3% |
| 511E46010 CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDI | 46 CY | $1,000 | $1,450 | $1,776 | 3% |
| 203E35120 GRANULAR MATERIAL, TYPE C | 463 CY | $93.50 | $92.00 | $65.00 | 3% |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 75 CY | $565 | $770 | $701 | 3% |
| 505E11100 PILE DRIVING EQUIPMENT MOBILIZATION | 1 LS | $41,000 | $110,000 | $19,912 | 2% |
Show all 156 line items
| Item | Quantity | R1Rietschlin Construction INC | R2Axis Civil Construction LLC | R3Complete General Construction Company |
|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $20,000 | $10,000 | $12,000 |
| 202E20010 HEADWALL REMOVED | 1 EACH | $695 | $600 | $600 |
| 202E23000 PAVEMENT REMOVED | 1,364 SY | $13.00 | $18.00 | $42.00 |
| 202E30000 WALK REMOVED | 65 SF | $7.00 | $4.00 | $12.00 |
| 202E32000 CURB REMOVED | 25 FT | $13.00 | $25.00 | $28.00 |
| 202E32500 CURB AND GUTTER REMOVED | 137 FT | $13.00 | $10.00 | $34.00 |
| 202E35100 PIPE REMOVED, 24" DIAMETER AND UNDER | 77 FT | $45.00 | $35.00 | $25.00 |
| 202E58100 CATCH BASIN REMOVED | 10 EACH | $840 | $950 | $470 |
| 202E70000 SPECIAL - FILL AND PLUG EXISTING CONDUIT, 12" | 39 FT | $66.00 | $36.00 | $72.00 |
| 203E20000 EMBANKMENT | 319 CY | $26.00 | $30.00 | $22.00 |
| 204E10000 SUBGRADE COMPACTION | 5,891 SY | $2.00 | $2.50 | $5.00 |
| 607E98000 FENCE, MISC.: TUBULAR SAFETY RAIL | 39 FT | $314 | $285 | $340 |
| 608E52000 CURB RAMP | 1,555 SF | $24.00 | $24.00 | $20.00 |
| 613E41300 LOW STRENGTH MORTAR BACKFILL (TYPE 2) Section 1 - ROADWAY (PART 1) - Totals Awd $179,323.00 2 $184,783.50 3 $233,592.00 | 25 CY | $203 | $172 | $170 |
| 616E10000 WATER | 6 MGAL | $11.00 | $1.00 | $600 |
| 659E00100 SOIL ANALYSIS TEST | 2 EACH | $149 | $150 | $150 |
| 659E00300 TOPSOIL | 690 CY | $43.00 | $55.00 | $40.00 |
| 659E00500 SEEDING AND MULCHING, CLASS 1 | 5,188 SY | $1.00 | $1.00 | $1.00 |
| 659E14000 REPAIR SEEDING AND MULCHING | 259 SY | $1.00 | $1.00 | $1.00 |
| 659E15000 INTER-SEEDING | 259 SY | $1.00 | $1.00 | $1.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.72 TON | $1,000 | $1,250 | $1,250 |
| 659E31000 LIME | 1.07 ACRE | $200 | $150 | $150 |
| 659E35000 WATER | 29 MGAL | $1.00 | $1.00 | $1.00 |
| 670E00500 SLOPE EROSION PROTECTION | 1,025 SY | $2.00 | $2.00 | $2.00 |
| 832E15000 STORM WATER POLLUTION PREVENTION PLAN | 1 LS | $3,190 | $2,000 | $2,000 |
| 832E15002 STORM WATER POLLUTION PREVENTION INSPECTIONS | 1 LS | $9,460 | $6,000 | $6,000 |
| 832E15010 STORM WATER POLLUTION PREVENTION INSPECTION SOFTWA | 1 LS | $10,340 | $11,321 | $9,374 |
| 605E05200 4" UNCLASSIFIED PIPE UNDERDRAINS | 394 FT | $17.00 | $12.00 | $25.00 |
| 611E00410 4" CONDUIT, TYPE F FOR UNDERDRAIN OUTLET | 170 FT | $28.00 | $20.00 | $46.00 |
| 611E04400 12" CONDUIT, TYPE B | 74 FT | $147 | $152 | $185 |
| 611E06100 15" CONDUIT, TYPE C | 5 FT | $445 | $250 | $298 |
| 611E07600 18" CONDUIT, TYPE C | 10 FT | $493 | $215 | $295 |
| 611E98150 CATCH BASIN, NO. 3 | 1 EACH | $4,990 | $3,940 | $4,500 |
| 611E98391 CATCH BASIN, NO. 7, AS PER PLAN | 3 EACH | $3,600 | $3,940 | $4,800 |
| 611E98470 CATCH BASIN, NO. 2-2B | 10 EACH | $2,500 | $3,040 | $3,000 |
| 611E98630 CATCH BASIN ADJUSTED TO GRADE | 1 EACH | $1,300 | $500 | $1,000 |
| 611E98690 CATCH BASIN, MISC.: NEWARK CURB INLET | 2 EACH | $4,050 | $2,790 | $5,100 |
| 611E99645 MANHOLE COVER, AS PER PLAN | 4 EACH | $925 | $400 | $1,300 |
| 611E99655 MANHOLE ADJUSTED TO GRADE, AS PER PLAN | 4 EACH | $1,300 | $600 | $1,000 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET Section 3 - DRAINAGE (PART 1) - Totals Awd $271,162.00 2 $228,937.90 3 $297,435.00 | 1 EACH | $540 | $750 | $1,500 |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 47 CY | $435 | $395 | $576 |
| 304E20000 AGGREGATE BASE, 8" | 105 CY | $120 | $120 | $150 |
| 407E20000 NON-TRACKING TACK COAT | 282 GAL | $5.00 | $4.25 | $5.00 |
| 452E10010 6" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC 1P | 163 SY | $103 | $130 | $102 |
| 609E24510 CURB, TYPE 4-C | 239 FT | $36.00 | $36.00 | $80.00 |
| 609E98000 CURB, MISC.: NEWARK CURB AND GUTTER Section 4 - PAVEMENT (PART 1) - Totals Awd $328,837.00 2 $320,271.50 3 $390,021.64 | 542 FT | $65.00 | $42.00 | $110 |
| 630E03101 GROUND MOUNTED SUPPORT, NO. 3 POST, AS PER PLAN | 53 FT | $28.00 | $25.00 | $30.00 |
| 630E80101 SIGN, FLAT SHEET, AS PER PLAN | 23.75 SF | $33.00 | $30.00 | $36.00 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 2 EACH | $33.00 | $30.00 | $15.00 |
| 630E85101 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION, AS | 31 EACH | $220 | $200 | $110 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 2 EACH | $33.00 | $30.00 | $20.00 |
| 630E86010 REMOVAL OF GROUND MOUNTED POST SUPPORT AND REERECT | 7 EACH | $275 | $250 | $165 |
| 644E00500 STOP LINE | 93 FT | $10.00 | $9.00 | $9.00 |
| 644E00620 CROSSWALK LINE, 12" Section 5 - TRAFFIC CONTROL (PART 1) - Totals Awd $14,540.75 2 $13,136.50 3 $10,109.00 | 548 FT | $4.50 | $4.00 | $4.00 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 50 HOUR | $88.00 | $75.00 | $81.00 |
| 614E12420 DETOUR SIGNING Section 6 - MAINTENANCE OF TRAFFIC (PART 1) - Totals Awd $8,700.00 2 $9,250.00 3 $10,050.00 | 1 LS | $4,300 | $5,500 | $6,000 |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $3,600 | $10,000 | $6,000 |
| 202E23000 PAVEMENT REMOVED | 812 SY | $12.00 | $12.50 | $42.00 |
| 202E32000 CURB REMOVED | 182 FT | $6.00 | $9.00 | $28.00 |
| 202E35100 PIPE REMOVED, 24" DIAMETER AND UNDER | 61 FT | $35.00 | $120 | $20.00 |
| 202E38000 GUARDRAIL REMOVED | 207 FT | $7.00 | $7.00 | $6.46 |
| 202E58000 MANHOLE REMOVED | 1 EACH | $4,800 | $7,000 | $800 |
| 202E58100 CATCH BASIN REMOVED | 4 EACH | $775 | $2,500 | $450 |
| 203E10000 EXCAVATION | 1,150 CY | $26.00 | $36.00 | $30.00 |
| 203E20000 EMBANKMENT | 102 CY | $40.00 | $36.00 | $22.00 |
| 204E10000 SUBGRADE COMPACTION | 769 SY | $2.00 | $3.00 | $5.00 |
| 606E15050 GUARDRAIL, TYPE MGS | 37.5 FT | $44.00 | $40.00 | $29.20 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E, MASH 2016 | 1 EACH | $3,245 | $2,950 | $2,680 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 2 EACH | $1,485 | $1,350 | $1,450 |
| 606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 Section 7 - ROADWAY (PART 2) - Totals Awd $215,598.50 2 $205,232.00 3 $187,876.22 | 3 EACH | $3,135 | $2,850 | $2,720 |
| 601E21050 TIED CONCRETE BLOCK MAT WITH TYPE 1 UNDERLAYMENT | 6 SY | $132 | $110 | $263 |
| 616E10000 WATER | 1 MGAL | $11.00 | $1.00 | $600 |
| 659E00100 SOIL ANALYSIS TEST | 2 EACH | $149 | $150 | $150 |
| 659E00300 TOPSOIL | 39 CY | $82.00 | $75.00 | $40.00 |
| 659E00500 SEEDING AND MULCHING, CLASS 1 | 347 SY | $6.25 | $1.00 | $4.00 |
| 659E14000 REPAIR SEEDING AND MULCHING | 17 SY | $1.00 | $1.00 | $4.00 |
| 659E15000 INTER-SEEDING | 17 SY | $1.00 | $1.00 | $4.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.05 TON | $1,000 | $1,250 | $1,250 |
| 659E31000 LIME | 0.07 ACRE | $200 | $150 | $150 |
| 659E35000 WATER Section 8 - EROSION CONTROL (PART 2) - Totals Awd $6,567.75 2 $4,342.00 3 $5,635.92 | 2 MGAL | $1.00 | $1.00 | $1.00 |
| 605E05200 4" UNCLASSIFIED PIPE UNDERDRAINS | 127 FT | $21.00 | $23.00 | $25.00 |
| 605E06000 4" BASE PIPE UNDERDRAINS | 475 FT | $18.00 | $18.00 | $25.00 |
| 611E00410 4" CONDUIT, TYPE F FOR UNDERDRAIN OUTLET | 126 FT | $22.00 | $28.00 | $46.00 |
| 611E04400 12" CONDUIT, TYPE B | 105 FT | $130 | $110 | $150 |
| 611E04600 12" CONDUIT, TYPE C | 25 FT | $200 | $120 | $130 |
| 611E10400 24" CONDUIT, TYPE B | 10 FT | $560 | $600 | $850 |
| 611E98470 CATCH BASIN, NO. 2-2B | 1 EACH | $2,500 | $3,600 | $3,000 |
| 611E98690 CATCH BASIN, MISC.: NEWARK CURB INLET | 2 EACH | $4,550 | $3,800 | $4,500 |
| 611E99575 MANHOLE, NO. 3, AS PER PLAN Section 9 - DRAINAGE (PART 2) - Totals Awd $75,039.00 2 $73,449.00 3 $79,846.00 | 3 EACH | $8,400 | $8,900 | $6,500 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 3" | 321 SY | $10.00 | $9.00 | $24.13 |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449), 8" | 25 CY | $336 | $305 | $402 |
| 304E20000 AGGREGATE BASE, 6" | 119 CY | $125 | $132 | $135 |
| 407E20000 NON-TRACKING TACK COAT | 103 GAL | $5.00 | $4.25 | $5.00 |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 46 CY | $297 | $270 | $425 |
| 441E70200 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1 | 449 (25 CY | $374 | $340 | $412 |
| 452E10011 6" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC 1P, | 13 SY | $155 | $220 | $150 |
| 452E13011 9" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC 1P, | 270 SY | $110 | $190 | $135 |
| 609E12000 COMBINATION CURB AND GUTTER, TYPE 2 | 159 FT | $52.00 | $48.00 | $108 |
| 609E24000 CURB, TYPE 4-A | 19 FT | $22.00 | $35.00 | $65.00 |
| 609E24510 CURB, TYPE 4-C Section 10 - PAVEMENT (PART 2) - Totals Awd $92,115.00 2 $111,479.75 3 $123,769.33 | 37 FT | $46.00 | $39.00 | $75.00 |
| 638E10800 VALVE BOX ADJUSTED TO GRADE Section 11 - WATER WORK (PART 2) - Totals Awd $670.00 2 $500.00 3 $280.00 | 1 EACH | $670 | $500 | $280 |
| 630E03101 GROUND MOUNTED SUPPORT, NO. 3 POST, AS PER PLAN | 30.6 FT | $28.00 | $25.00 | $30.00 |
| 630E80101 SIGN, FLAT SHEET, AS PER PLAN | 6 SF | $33.00 | $30.00 | $42.00 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 4 EACH | $33.00 | $30.00 | $15.00 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 1 EACH | $220 | $200 | $110 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 4 EACH | $33.00 | $30.00 | $20.00 |
| 630E86010 REMOVAL OF GROUND MOUNTED POST SUPPORT AND REERECT | 1 EACH | $275 | $250 | $165 |
| 642E00100 EDGE LINE, 4", TYPE 1, WHITE | 0.08 MILE | $5,500 | $5,000 | $5,000 |
| 642E00300 CENTER LINE, TYPE 1 | 0.04 MILE | $10,450 | $9,500 | $9,500 |
| 646E10000 EDGE LINE, 4", WHITE | 0.06 MILE | $22,000 | $20,000 | $20,000 |
| 646E10200 CENTER LINE Section 12 - TRAFFIC CONTROL (PART 2) - Totals Awd $5,065.80 2 $4,590.00 3 $4,540.00 | 0.03 MILE | $35,800 | $32,500 | $32,500 |
| 614E12420 DETOUR SIGNING | 1 LS | $6,000 | $6,500 | $6,500 |
| 615E10000 ROADS FOR MAINTAINING TRAFFIC Section 13 - MAINTENANCE OF TRAFFIC (PART 2) - Totals Awd $31,000.00 2 $19,000.00 3 $24,500.00 | 1 LS | $25,000 | $12,500 | $18,000 |
| 202E22900 APPROACH SLAB REMOVED | 189 SY | $65.00 | $25.00 | $88.50 |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $30,000 | $20,000 | $11,839 |
| 507E00600 14" CAST-IN-PLACE REINFORCED CONCRETE PILES, DRIVE | 1,620 FT | $23.25 | $28.00 | $51.11 |
| 509E30020 NO. 4 DEFORMED GFRP REINFORCEMENT | 1,750 FT | $5.50 | $3.50 | $1.77 |
| 511E46610 CLASS QC1 CONCRETE, HEADWALL | 26 CY | $1,300 | $1,650 | $4,129 |
| 512E10050 SEALING OF CONCRETE SURFACES (NON-EPOXY) | 127 SY | $16.00 | $14.00 | $14.00 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 335 SY | $34.00 | $30.50 | $30.50 |
| 512E33000 TYPE 2 WATERPROOFING | 391 SY | $29.00 | $22.00 | $25.50 |
| 515E30000 HIGH EARLY STRENGTH KEYWAY GROUT | 80 FT | $51.00 | $100 | $109 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 21 SF | $12.00 | $9.00 | $20.12 |
| 516E13900 2" PREFORMED EXPANSION JOINT FILLER | 326 SF | $9.00 | $9.00 | $18.91 |
| 516E14000 PREFORMED EXPANSION JOINT FILLER, MISC.: 3" THICK | 7 SF | $42.00 | $20.00 | $44.32 |
| 517E75120 RAILING (CONCRETE PARAPET WITH TWIN STEEL TUBE RAI | 107 FT | $303 | $125 | $517 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 33 CY | $180 | $110 | $188 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 126 FT | $13.00 | $12.00 | $12.71 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 46 FT | $37.00 | $12.00 | $16.10 |
| 523E20000 DYNAMIC LOAD TESTING | 1 EACH | $4,700 | $5,200 | $7,337 |
| 530E13000 SPECIAL - FORM LINER | 555 SF | $26.00 | $40.00 | $48.56 |
| 601E32100 ROCK CHANNEL PROTECTION, TYPE B WITH FILTER | 202 CY | $140 | $145 | $107 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $25,000 | $25,000 | $20,000 |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $15,000 | $55,000 | $60,000 |
| 619E16010 FIELD OFFICE, TYPE B | 18 MNTH | $1,200 | $1,500 | $2,500 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $40,000 | $28,000 | $60,000 |
Project details
- Description
- LIC-CR 803-00.88 (PART 1 AND PART 2)
- Type of work
- Safety
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 →