Abstract Spreadsheet.xls
XLS spreadsheet 28 KB Posted
- Attached to
- RECOVERY - Urban Levee Remediation Rio Grande and Cibolo Creek from Station 10+00 to 453+00, Presidio, TX
- Solicitation number
- IBM10B0009
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Other files
| File | Type | Posted |
|---|---|---|
| Presidio 100 Tech Memo-Geotech Appendix 20100602.pdf | ||
| Presidio question and response.doc | DOC document | |
| Presidio Levee Specs 02.35.27 20100803.pdf | ||
| IBM10B0009 A004.pdf | ||
| IBM10B0009 A003.pdf | ||
| additional questions acq.doc | DOC document | |
| IBM10B0009 A002.pdf | ||
| Abstract Spreadsheet.xls | XLS spreadsheet | |
| pre-bid attendees.pdf | ||
| IBM10B0009 A001.pdf | ||
| IBWC 117.pdf | ||
| IBM10B0009.pdf | ||
| IBWC 110.pdf | ||
| davisbacon.txt | TXT text file | |
| sf28.pdf | ||
| IBWC 116.pdf | ||
| sf24_f.pdf |
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Text version
Abstract
| Solicitation | IBM10B0009 | RECOVERY - Construct Presidio Urban Levee Remediation | ||||||||||||
| Contract Line Item No. (CLIN) | BID ITEM | Unit | Estimated Quantity | Magnus Pacific Corp | Target Construction, Inc | A-1 Striping & Paving Co | SBBI, Inc | |||||||
| Division No. | Item No. | Desd Code | Description | Unit Price | Estimated Amount | Unit Price | Estimated Amount | Unit Price | Estimated Amount | Unit Price | Estimated Amount | |||
| Division 01 - General Requirements | ||||||||||||||
| 001 | Diversion control & removal of water | EA | 1 | $25,000.00 | $25,000.00 | $90,000.00 | $90,000.00 | $297,748.08 | $297,748.08 | $76,000.00 | $76,000.00 | |||
| 002 | 01 | 57 | Temp Erosion Control (Silt Fence) | LF | 40,900 | $1.50 | $61,350.00 | $1.50 | $61,350.00 | $1.37 | $56,033.00 | $2.00 | $81,800.00 | |
| 003 | 1 | 57 | Temp Erosion Control (Const Exit/Entr) | EA | 22 | $3,400.00 | $74,800.00 | $2,400.00 | $52,800.00 | $4,703.92 | $103,486.24 | $3,800.00 | $83,600.00 | |
| 004 | 1 | 57 | Temp Erosion Control (Baled Hay) | LF | 600 | $5.00 | $3,000.00 | $14.00 | $8,400.00 | $9.41 | $5,646.00 | $4.00 | $2,400.00 | |
| 005 | 1 | 57 | Mobilization / Demobilization | LS | 1 | $450,000.00 | $450,000.00 | $1,375,000.00 | $1,375,000.00 | $962,787.62 | $962,787.62 | $659,000.00 | $659,000.00 | |
| 006 | 1 | 77 | Boundary Retracement Survey | LS | 1 | $33,000.00 | $33,000.00 | $30,000.00 | $30,000.00 | $74,072.96 | $74,072.96 | $50,000.00 | $50,000.00 | |
| Division 02 - Existing Conditions | ||||||||||||||
| 007 | 02 | 35 | Slurry Trench (40 foot deep) | LF | 16,711 | $166.00 | $2,774,026.00 | $190.00 | $3,175,090.00 | $292.15 | $4,882,118.65 | $152.00 | $2,540,072.00 | |
| 008 | 2 | 91 | Remove & Replace Ex. Barbed Wire Fence | LF | 2,165 | $12.00 | $25,980.00 | $6.50 | $14,072.50 | $60.50 | $130,982.50 | $12.00 | $25,980.00 | |
| Division 31 / 33 - Grading | ||||||||||||||
| 009 | 31 | 11 | Prep Right of Way (ACRE ≈ EA) | EA | 33 | $500.00 | $16,500.00 | $3,000.00 | $99,000.00 | $1,070.16 | $35,315.28 | $7,500.00 | $247,500.00 | |
| 010 | 31 | 92 | Vegetation for Erosion Control (temp) | SY | 118,264 | $0.50 | $59,132.00 | $0.39 | $46,122.96 | $0.12 | $14,191.68 | $0.25 | $29,566.00 | |
| 011 | 31 | 92 | Vegetation for Erosion Control (Perm) | SY | 118,264 | $1.00 | $118,264.00 | $0.46 | $54,401.44 | $0.12 | $14,191.68 | $0.25 | $29,566.00 | |
| Division 35 - Waterway / Marine | ||||||||||||||
| 012 | 35 | 31 | Riprap | CD | 9,744 | $75.00 | 730,800.00 | $114.00 | 1,110,816.00 | $107.54 | $1,047,869.76 | $85.00 | $828,240.00 | |
| 013 | 35 | 41 | Compacted Fill (Import) | CD | 10,118 | $23.00 | 232,714.00 | $12.00 | 121,416.00 | $14.56 | $147,318.08 | $8.00 | $80,944.00 | |
| 014 | 35 | 41 | Topsoil | CD | 18,382 | $17.00 | 312,494.00 | $8.50 | 156,247.00 | $15.08 | $277,200.56 | $4.00 | $73,528.00 | |
| 015 | 35 | 41 | Surface Erosion Repair | SY | 19,430 | $2.00 | 38,860.00 | $1.80 | 34,974.00 | $5.20 | $101,036.00 | $10.00 | $194,300.00 | |
| 016 | 35 | 41 | Compaction Testing | DY | 35 | $900.00 | 31,500.00 | $850.00 | 29,750.00 | $805.00 | $28,175.00 | $1,770.00 | $61,950.00 | |
| 017 | 35 | 41 | Material Testing (Soil Classificatin) | EA | 5 | $28.00 | 140.00 | $110.00 | 550.00 | $78.75 | $393.75 | $141.60 | $708.00 | |
| 018 | 35 | 41 | Material Testing (Placsticity & Crumb) | EA | 5 | $102.00 | 510.00 | $130.00 | 650.00 | $153.50 | $767.50 | $141.60 | $708.00 | |
| 019 | 35 | 41 | Material Testing (Moisture-Density) | EA | 15 | $140.00 | 2,100.00 | $140.00 | 2,100.00 | $193.75 | $2,906.25 | $141.60 | $2,124.00 | |
| 020 | 35 | 41 | Material Testing (Moisture Content) | EA | 15 | $11.00 | 165.00 | $100.00 | 1,500.00 | $61.50 | $922.50 | $141.60 | $2,124.00 | |
| 021 | 35 | 43 | Toe Drain | LF | 2,033 | $182.00 | 370,006.00 | $75.00 | 152,475.00 | $134.90 | $274,251.70 | $160.00 | $325,280.00 | |
| Division 50 - Roadway Construction | ||||||||||||||
| 022 | 50 | 20 | 6-inch Flex Base | SY | 64,595 | $11.30 | $729,923.50 | $8.00 | $516,760.00 | $14.66 | $946,962.70 | $5.00 | $322,975.00 | |
| Division 60 - Structures | ||||||||||||||
| 023 | 60 | 10 | Excavation (RiprapToedown Const) | CD | 4,880 | $6.00 | $29,280.00 | $7.00 | $34,160.00 | $8.22 | $40,113.60 | $12.00 | $58,560.00 | |
| 024 | 60 | 10 | Backfill (riprap Toedown Const | CD | 4,400 | $6.00 | $26,400.00 | $8.20 | $36,080.00 | $11.75 | $51,700.00 | $80.00 | $352,000.00 | |
| 025 | 60 | 20 | Ex. Gatewell Height Addition (Nos 7 & 8) | EA | 2 | $1,800.00 | $3,600.00 | $6,300.00 | $12,600.00 | $12,033.84 | $24,067.68 | $10,000.00 | $20,000.00 | |
| 026 | 60 | 68 | Sluice Gates Replacement (18-inch Diameter) | EA | 6 | $6,600.00 | $39,600.00 | $10,800.00 | $64,800.00 | $5,060.64 | $30,363.84 | $10,000.00 | $60,000.00 | |
| 027 | 60 | 68 | Sluice gates Replacement (24-inch Diameter) | EA | 4 | $7,300.00 | $29,200.00 | $11,600.00 | $46,400.00 | $8,046.48 | $32,185.92 | $10,500.00 | $42,000.00 | |
| 028 | 60 | 68 | Sluice Gates Replacement (36-inch Diameter) | EA | 3 | $10,250.00 | $30,750.00 | $14,800.00 | $44,400.00 | $11,814.40 | $35,443.20 | $13,500.00 | $40,500.00 | |
| 029 | 60 | 68 | Sluice Gates Replacement (42-inch Diameter) | EA | 5 | $15,000.00 | $75,000.00 | $23,800.00 | $119,000.00 | $16,121.04 | $80,605.20 | $18,000.00 | $90,000.00 | |
| Total Bid Amount | $6,324,094.50 | $7,490,914.90 | $9,698,856.93 | $6,381,425.00 |
Sheet3
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