WAS-IR 77-09.58
WAS County · est $2.6M
Bid dateThursday, January 29—
Awarded toSHELLY & SANDS INC$2.21M
Project scope
Bid form · ODOT
- Earthwork17%
- Structures / Bridge15%
- Drainage12%
- Erosion & Landscaping12%
- Maintaining Traffic8%
- Mobilization & General5%
- Other31%
Top items by winning bid
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 203E10000 EXCAVATION | 12,129 CY | $30 | $364k | 16% |
| 511E46010 CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDI | 158 CY | $1,300 | $205k | 9% |
| 837E10000 LINER PIPE 30" CONDUIT, TYPE A, 707.33, 707.34, 70 | 560 FT | $290 | $162k | 7% |
| 507E00400 STEEL PILES, MISC.: HP14X89 SOLDIER PILE | 1,206 FT | $125 | $151k | 7% |
| 624E10000 MOBILIZATION Section 7 - INCIDENTALS - Totals Awd $170,500.00 2 $197,000.00 3 $380,000.00 4 $296,000.00 | 1 LS | $100,000 | $100k | 5% |
| 203E20001 EMBANKMENT, AS PER PLAN | 12,085 CY | $7.5 | $91k | 4% |
| 524E94603 DRILLED SHAFTS, 30" DIAMETER, ABOVE BEDROCK, AS PE | 647 FT | $135 | $87k | 4% |
| 866E00100 GROUND ANCHOR, 146 KIP MAX TEST LOAD | 9 EACH | $8,900 | $80k | 4% |
| 866E00100 GROUND ANCHOR, 179 KIP MAX TEST LOAD | 9 EACH | $8,900 | $80k | 4% |
| 837E21000 BACKFILL FOR LINER PIPE Section 3 - DRAINAGE - Totals Awd $233,080.00 2 $297,600.00 3 $289,380.00 4 $290,580.00 | 560 FT | $115 | $64k | 3% |
Per-bidder unit pricing
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 39 more items below.
Rank 1Shelly & Sands INC$2.21MRank 2Alan Stone CO INC$2.56MRank 3Rietschlin Construction INC$2.84MRank 4Complete General Construction Company$2.91M
| Item | Quantity | R1Shelly & Sands INC | R2Alan Stone CO INC | R3Rietschlin Construction INC | R4Complete General Construction Company | % of bid |
|---|---|---|---|---|---|---|
| 203E10000 EXCAVATION | 12,129 CY | $30.00 | $19.00 | $25.00 | $38.00 | 19% |
| 511E46010 CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDI | 158 CY | $1,300 | $730 | $1,120 | $1,800 | 11% |
| 837E10000 LINER PIPE 30" CONDUIT, TYPE A, 707.33, 707.34, 70 | 560 FT | $290 | $300 | $250 | $320 | 9% |
| 507E00400 STEEL PILES, MISC.: HP14X89 SOLDIER PILE | 1,206 FT | $125 | $160 | $133 | $140 | 8% |
| 624E10000 MOBILIZATION Section 7 - INCIDENTALS - Totals Awd $170,500.00 2 $197,000.00 3 $380,000.00 4 $296,000.00 | 1 LS | $100,000 | $105,000 | $290,000 | $150,000 | 5% |
| 203E20001 EMBANKMENT, AS PER PLAN | 12,085 CY | $7.50 | $29.00 | $9.00 | $15.00 | 5% |
| 524E94603 DRILLED SHAFTS, 30" DIAMETER, ABOVE BEDROCK, AS PE | 647 FT | $135 | $70.00 | $160 | $210 | 5% |
| 866E00100 GROUND ANCHOR, 146 KIP MAX TEST LOAD | 9 EACH | $8,900 | $12,000 | $11,200 | $12,000 | 4% |
| 866E00100 GROUND ANCHOR, 179 KIP MAX TEST LOAD | 9 EACH | $8,900 | $13,000 | $11,200 | $12,000 | 4% |
| 837E21000 BACKFILL FOR LINER PIPE Section 3 - DRAINAGE - Totals Awd $233,080.00 2 $297,600.00 3 $289,380.00 4 $290,580.00 | 560 FT | $115 | $180 | $170 | $115 | 3% |
| 530E51020 SPECIAL - RETAINING WALL, TIMBER LAGGING | 2,242 SF | $25.00 | $12.00 | $25.00 | $19.00 | 3% |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $55,500 | $65,000 | $250,000 | $28,000 | 3% |
| 866E00100 GROUND ANCHOR, 114 KIP MAX TEST LOAD | 6 EACH | $8,900 | $12,000 | $11,200 | $12,000 | 3% |
| 866E00100 GROUND ANCHOR, 126 KIP MAX TEST LOAD | 6 EACH | $8,900 | $12,000 | $11,200 | $12,000 | 3% |
| 866E00100 GROUND ANCHOR, 190 KIP MAX TEST LOAD | 6 EACH | $8,900 | $13,000 | $11,200 | $12,000 | 3% |
| 866E00100 GROUND ANCHOR, 193 KIP MAX TEST LOAD | 6 EACH | $8,900 | $13,000 | $11,200 | $12,000 | 3% |
| 832E30000 EROSION CONTROL Section 2 - EROSION CONTROL - Totals Awd $121,601.43 2 $146,788.40 3 $165,691.00 4 $135,587.00 | 50,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 | 3% |
| 866E00300 INVESTIGATIVE ANCHOR PULLOUT TESTS | 1 LS | $40,000 | $17,000 | $45,200 | $40,000 | 2% |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 19,696 LB | $2.00 | $2.50 | $2.00 | $3.00 | 2% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $32,500 | $40,000 | $20,000 | $45,000 | 2% |
Show all 59 line items
| Item | Quantity | R1Shelly & Sands INC | R2Alan Stone CO INC | R3Rietschlin Construction INC | R4Complete General Construction Company |
|---|---|---|---|---|---|
| 202E32700 GUTTER REMOVED | 43 SY | $8.50 | $30.00 | $38.00 | $50.00 |
| 202E35200 PIPE REMOVED, OVER 24" DIAMETER | 242 FT | $13.00 | $20.00 | $40.00 | $75.00 |
| 202E70120 SPECIAL - PIPE CLEANOUT, 27" TO 48" | 560 FT | $11.00 | $30.00 | $21.00 | $40.00 |
| 203E20000 EMBANKMENT | 44 CY | $12.00 | $16.00 | $37.00 | $28.00 |
| 203E98500 ROADWAY, MISC.: WASTE AREA AS BUILT SURVEY Section 1 - ROADWAY - Totals Awd $524,707.00 2 $675,550.00 3 $690,292.00 4 $723,109.00 | 1 LS | $4,500 | $6,000 | $3,600 | $9,000 |
| 601E32000 ROCK CHANNEL PROTECTION, TYPE A WITH FILTER | 213 CY | $100 | $120 | $112 | $120 |
| 601E32100 ROCK CHANNEL PROTECTION, TYPE B WITH FILTER | 146 CY | $113 | $130 | $116 | $125 |
| 659E00300 TOPSOIL | 164 CY | $10.00 | $40.00 | $70.00 | $45.00 |
| 659E10000 SEEDING AND MULCHING | 6,960 SY | $1.10 | $1.50 | $4.25 | $1.10 |
| 659E20000 COMMERCIAL FERTILIZER | 0.62 TON | $885 | $640 | $1,300 | $1,250 |
| 659E31000 LIME | 1.43 ACRE | $161 | $920 | $150 | $150 |
| 659E35000 WATER | 19 MGAL | $1.00 | $110 | $10.00 | $1.00 |
| 670E00500 SLOPE EROSION PROTECTION | 1,473 SY | $1.50 | $2.00 | $4.50 | $2.50 |
| 832E15000 STORM WATER POLLUTION PREVENTION PLAN | 1 LS | $3,500 | $3,500 | $4,000 | $2,500 |
| 832E15002 STORM WATER POLLUTION PREVENTION INSPECTIONS | 1 LS | $7,500 | $13,000 | $10,000 | $8,550 |
| 832E15010 STORM WATER POLLUTION PREVENTION INSPECTION SOFTWA | 1 LS | $10,500 | $12,000 | $12,000 | $11,000 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $3,200 | $20,000 | $50,000 | $45,000 |
| 602E20000 CONCRETE MASONRY | 1.1 CY | $2,800 | $8,000 | $3,800 | $1,800 |
| 642E00204 LANE LINE, 6", TYPE 1 Section 4 - TRAFFIC CONTROL - Totals Awd $727.75 2 $820.00 3 $861.00 4 $727.75 | 0.41 MILE | $1,775 | $2,000 | $2,100 | $1,775 |
| 614E22010 WORK ZONE EDGE LINE, CLASS I, 6" | 0.41 MILE | $10,325 | $12,000 | $11,900 | $16,700 |
| 614E24000 WORK ZONE DOTTED LINE, CLASS I Section 5 - MAINTENANCE OF TRAFFIC - Totals Awd $5,913.25 2 $7,020.00 3 $6,811.00 4 $9,577.00 | 840 FT | $2.00 | $2.50 | $2.30 | $3.25 |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $29,500 | $20,000 | $65,000 | $30,000 |
| 512E10050 SEALING OF CONCRETE SURFACES (NON-EPOXY) | 242 SY | $16.00 | $40.00 | $19.00 | $16.00 |
| 513E20001 WELDED STUD SHEAR CONNECTORS, AS PER PLAN | 2,586 EACH | $7.50 | $10.00 | $11.00 | $7.35 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 44 SF | $7.00 | $1.50 | $23.00 | $11.00 |
| 516E25000 NYLON REINFORCED NEOPRENE SHEETING | 284 SF | $22.00 | $20.00 | $16.00 | $14.00 |
| 518E20000 PREFABRICATED GEOCOMPOSITE DRAIN | 200 SY | $28.00 | $20.00 | $52.00 | $38.00 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 26 CY | $240 | $660 | $165 | $100 |
| 524E94605 DRILLED SHAFTS, 30" DIAMETER INTO BEDROCK, AS PER | 115 FT | $195 | $160 | $160 | $250 |
| 601E37501 PAVED GUTTER, TYPE 1-2, AS PER PLAN | 139 FT | $130 | $130 | $94.00 | $110 |
| 611E01100 6" CONDUIT, TYPE C | 55 FT | $52.00 | $100 | $120 | $90.00 |
| 611E04600 12" CONDUIT, TYPE C | 152 FT | $100 | $120 | $120 | $110 |
| 613E41200 LOW STRENGTH MORTAR BACKFILL | 81 CY | $168 | $190 | $181 | $250 |
| 866E00100 GROUND ANCHOR, 195 KIP MAX TEST LOAD | 2 EACH | $8,900 | $13,000 | $11,200 | $12,000 |
| 866E00100 GROUND ANCHOR, 239 KIP MAX TEST LOAD | 2 EACH | $8,900 | $13,500 | $11,200 | $12,000 |
| 866E00400 PERFORMANCE TEST | 3 EACH | $3,500 | $2,300 | $3,955 | $3,500 |
| 866E00500 EXTENDED CREEP TEST Section 6 - RETAINING WALLS - Totals Awd $1,152,663.00 2 $1,234,680.00 3 $1,309,707.00 4 $1,457,295.10 | 3 EACH | $3,500 | $15,000 | $3,955 | $3,500 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $14,500 | $20,000 | $45,000 | $16,000 |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $23,500 | $32,000 | $25,000 | $85,000 |
Project details
- Description
- WAS-IR 77-09.58
- Type of work
- Maintenance
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 →