Bid tab~38.xlsx
XLSX spreadsheet 14 KB Posted
- Solicitation number
- S-10900-00007848
- Issued by
- Crook County, Siletz City, Oregon
About this file
This is a bid tabulation document for the S-73000-00007849 R2 Bridge Maintenance project in Eugene 2023, comparing pricing proposals from two contractors: HP Civil Inc and Knife River Corporation. The project encompasses comprehensive bridge maintenance and rehabilitation work including mobilization, temporary traffic control, bridge removal, deck repair, joint seals, waterproofing membranes, and pavement work across multiple line items. The tabulation lists 20 distinct work categories with estimated quantities ranging from 0.2 cubic yards to 8,380 square feet, with unit prices and total costs calculated for each bidder's proposal.
HP Civil Inc submitted a total bid of $418,671.11, while Knife River Corporation's bid totaled $448,406.00. The pricing varies significantly between contractors across individual line items, with notable differences in mobilization costs ($41,867.11 versus $72,000.00), traffic control supervision ($15.00 versus $21,885.00), elastomeric concrete nosing ($15,980.00 versus $61,100.00), and heat-welded waterproofing membrane ($58,660.00 versus $69,135.00). The bid tabulation provides a clear comparison of unit prices and extended costs for each line item, enabling the contracting agency to evaluate the most economical proposal for the bridge maintenance work.
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Other files
| File | Type | Posted |
|---|---|---|
| Addendum 2 Attachment.docx | DOCX document | |
| Bid tabulation~2.xlsx | XLSX spreadsheet | |
| Att C_Bid Pricing Form.pdf | ||
| Att B_Plans.pdf | ||
| Item P-602 - Emulsified Asphalt Prime Coat.pdf | ||
| Q and A_10.6.docx | DOCX document | |
| 00007848_ITB.docx | DOCX document | |
| Att A_FAA Standard Specifications.pdf | ||
| 6706-A - CAPE BLANCO RUNWAY PAVEMENT REPORT .pdf |
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Text version
Sheet1
| S-73000-00007849 R2 Bridge Maintenance Eugene 2023 Bundle | |||||
| BID TABULATION | HP Civil Inc | Knife River Corporation | |||
| Description | Est | ||||
| QTY | UNIT | UNIT | |||
| PRICE | TOTAL | ||||
| PRICE | UNIT | ||||
| PRICE | TOTAL |
PRICE
| 1 | MOBILIZATION | 1 | LS | $ 41,867.11 | $ 41,867.11 | $ 72,000.00 | $ 72,000.00 |
| 2 | TEMPORARY WORK ZONE TRAFFIC CONTROL, COMPLETE | 1 | LS | $ 130,500.00 | $ 130,500.00 | $ 47,000.00 | $ 47,000.00 |
| 3 | TRAFFIC CONTROL SUPERVISOR | 15 | EACH | $ 1.00 | $ 15.00 | $ 1,459.00 | $ 21,885.00 |
| 4 | POLLUTION CONTROL PLAN | 1 | LS | $ 500.00 | $ 500.00 | $ 150.00 | $ 150.00 |
| 5 | BRIDGE REMOVAL WORK | 1 | LS | $ 28,500.00 | $ 28,500.00 | $ 13,300.00 | $ 13,300.00 |
| 6 | BRIDGE DECK CPPR, 0-2' DEEP | 931 | SQYD | $ 21.00 | $ 19,551.00 | $ 28.00 | $ 26,068.00 |
| 7 | CLASS 2 PREP | 47 | SQYD | $ 165.00 | $ 7,755.00 | $ 475.00 | $ 22,325.00 |
| 8 | ELASTOMERIC CONTRETE NOSING | 94 | FOOT | $ 170.00 | $ 15,980.00 | $ 650.00 | $ 61,100.00 |
| 9 | ELASTOMERIC CONTRETE NOSING FOR REPAIR | 0.2 | CUYD | $ 5,000.00 | $ 1,000.00 | $ 7,000.00 | $ 1,400.00 |
| 10 | MODIFIED ELASTOMERIC CONCRETE HEADER | 25 | FOOT | $ 125.00 | $ 3,125.00 | $ 175.00 | $ 4,375.00 |
| 11 | ASPHALTIC PLUG JOINT SEALS | 1 | LS | $ 10,000.00 | $ 10,000.00 | $ 20,000.00 | $ 20,000.00 |
| 12 | POURED JOINT SEALS | 1 | LS | $ 4,500.00 | $ 4,500.00 | $ 15,000.00 | $ 15,000.00 |
| 13 | PRECOMPRESSED FOAM JOINT SEAL | 1 | LS | $ 14,500.00 | $ 14,500.00 | $ 13,000.00 | $ 13,000.00 |
| 14 | CONTROL JOINT | 1 | LS | $ 2,900.00 | $ 2,900.00 | $ 2,500.00 | $ 2,500.00 |
| 15 | MODIFIED CONTROL JOINT | 1 | LS | $ 25,000.00 | $ 25,000.00 | $ 8,100.00 | $ 8,100.00 |
| 16 | HEAT WELDED WATERPROOFING MEMBRANE | 8380 | SQFT | $ 7.00 | $ 58,660.00 | $ 8.25 | $ 69,135.00 |
| 17 | COLD PLANE PAVEMENT REMOVAL, 2" DEEP | 129 | SQYD | $ 21.00 | $ 2,709.00 | $ 29.00 | $ 3,741.00 |
| 18 | COLD PLANE PAVEMENT REMOVAL, 4" DEEP | 129 | SQYD | $ 41.00 | $ 5,289.00 | $ 31.00 | $ 3,999.00 |
| 19 | LEVEL 3, 1/2" ACP MIXTURE | 139 | TON | $ 310.00 | $ 43,090.00 | $ 242.00 | $ 33,638.00 |
| 20 | LONGITUDINAL PAVEMENT MARKINGS-PAINT | 1292 | FOOT | $ 2.50 | $ 3,230.00 | $ 7.50 | $ 9,690.00 |
| TOTAL | $ 418,671.11 | $ 448,406.00 |
Sheet2
File details come from the government source that posted it. Updated .