abstract AG-51KN-S-09-0034.xls
XLS spreadsheet 58 KB Posted
- Solicitation number
- AG-51KN-S-09-0034
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| Amdmt 0003.rtf | RTF text file | |
| Amdmt 0002.rtf | RTF text file | |
| PREbidConfHorseshoe_8-20-09.doc | DOC document | |
| Amdmt 0001.rtf | RTF text file | |
| Att J-1_Tech Specs - Horseshoe Rec Area Paving Imprvmts.pdf | ||
| Att J-2_Plans pp 1-20.pdf | ||
| SF-1442.doc | DOC document | |
| Horseshoe CONSTRUCTION_IFB.doc | DOC document | |
| Att J-4_Wage Det - HWY.doc | DOC document |
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Engineer's Estimate
| COST ESTIMATE | |||||||
| Horseshoe Recreation Area - Paving and Site Improvements | |||||||
| Item No. | Project Spec | Description | Method Measure | Unit | Quantity | Unit Cost | Total Cost |
| 1 | 207001-001 | Excavation | DQ | cy | 265 | $ 90.00 | $ 23,850.00 |
| 2 | 207002-000 | Subgrade | DQ | cy | 1454 | $ 36.00 | $ 52,344.00 |
| 3 | 207034-000 | Fabric for Separation | DQ | sy | 3627 | $ 1.50 | $ 5,440.50 |
| 4 | 307001-000 | Aggregate Base, Class 1 | DQ | cy | 1252 | $ 30.00 | $ 37,560.00 |
| 5 | 307001-000 | Aggregate Base, Class 10 | DQ | cy | 224 | $ 30.00 | $ 6,720.00 |
| 6 | 401001-001 | Marshall Hot-Mix Asphalt Base Course, Class 1 | DQ | ton | 1126 | $ 105.00 | $ 118,230.00 |
| 7 | 401002-001 | Marshall Hot-Mix Asphalt Wearing Course | DQ | ton | 498 | $ 125.00 | $ 62,250.00 |
| 8 | 609001-001 | 4" Concrete Pavement | DQ | sy | 9 | $ 200.00 | $ 1,800.00 |
| 9 | Flagstone Paving | DQ | sy | 23 | $ 350.00 | $ 8,050.00 | |
| 10 | Aggregate Pavement | DQ | sy | 564 | $ 30.00 | $ 16,920.00 | |
| 11 | 401002-001 | Pavement Striping | DQ | lf | 1000 | $ 0.50 | $ 500.00 |
| 12 | 401002-001 | Accessible Pavement Markings | AQ | ea | 5 | $ 150.00 | $ 750.00 |
| Potable Water and Sanitary Sewer | |||||||
| 13 | 6" Steel Encasement Pipe, Open Trench | DQ | lf | 534 | $ 200.00 | $ 106,800.00 | |
| 14 | 4" Steel Encasement Pipe, Open Trench | DQ | lf | 38 | $ 175.00 | $ 6,650.00 | |
| 15 | 3" Steel Encasement Pipe, Open Trench | DQ | lf | 47 | $ 150.00 | $ 7,050.00 | |
| General Project Items | |||||||
| 16 | 204001-000 | Mobilization | LSQ | mile | 1 | $ 25,000.00 | $ 25,000.00 |
| 17 | 639001-001 | Construction Staking | LSQ | mile | 1 | $ 18,000.00 | $ 18,000.00 |
| 18 | 329002 | Grading and Seeding | LSQ | mile | 1 | $ 10,000.00 | $ 10,000.00 |
| 19 | Log Curb | AQ | mile | 6 | $ 500.00 | $ 3,000.00 | |
| 20 | Reserved Parking Sign Assembly | AQ | mile | 5 | $ 250.00 | $ 1,250.00 | |
| 21 | Wheel Stop | AQ | mile | 7 | $ 85.00 | $ 595.00 | |
| Bid Total | $ 512,759.50 |
&R&"Times New Roman,Bold"By:_________ Date:________
Approved:________________
Schedule
| ABSTRACT OF OFFERS—CONSTRUCTION | ||||||||||||||||||
| Solicitation No. AG-51KN-S-09-0034 | Opened: 9/1/2009 | Solicitation No. AG-51KN-S-09-0034 | Opened: 9/1/2009 | |||||||||||||||
| Project | Project | |||||||||||||||||
| Title: | Camp Horseshoe Recreation Area Paving and Site Improvements | Title: | Camp Horseshoe Recreation Area Paving and Site Improvements | |||||||||||||||
| Monongahela National Forest | Monongahela National Forest | |||||||||||||||||
| Page 1 of 2 | Page 2 of 2 | |||||||||||||||||
| Number of Addenda Issued: 3 | Number of Offers: | |||||||||||||||||
| I certify that I have opened, read, and recorded on this abstract | ||||||||||||||||||
| all offers received in response to this solicitation. | ||||||||||||||||||
| /s/ Debra Huron | ||||||||||||||||||
| Contracting Officer | 9/1/09 | |||||||||||||||||
| Date | ||||||||||||||||||
| Offeror #1 | Offeror #2 | Offeror #3 | Offeror #4 | Offeror #5 | ||||||||||||||
| Contractor | Green River Group LLC | Meadows Stone & Paving Inc | Contractor | JF Allen Company | Laurita Excavating, Inc. | West Virginia Paving Inc. | ||||||||||||
| City, State | Morgantown, WV 26508 | Gassaway, WV 26624 | City, State | Buckhannon, WV 26201 | Morgantown, WV 26501 | Dunbar, WV 25064 | ||||||||||||
| Addenda | Acknowledged | Yes XX/ No | Yes xx/ No | Addenda | Acknowledged | Yes xx/ No | Yes xx/ No | Yes xx/ No | ||||||||||
| Bonding | Yes XX/ No | Yes xx/ No | Bonding | Yes xx/ No | Yes xx/ No | Yes xx/ No | ||||||||||||
| SCHEDULE OF ITEMS | ||||||||||||||||||
| Horseshoe Recreation Area - Paving and Site Improvements | ||||||||||||||||||
| Item No. | Project Spec | Description | Method Measure | Unit | Quantity | Unit | Total | Unit | Total | Item No. | Unit | Total | Unit | Total | Unit | Total | ||
| Price | Amount | Price | Amount | Price | Amount | Price | Amount | Price | Amount | |||||||||
| 1 | 207001-001 | Excavation | DQ | cy | 265 | $28.00 | $7,420.00 | $86.00 | $22,790.00 | 1 | $40.95 | $10,851.75 | $98.89 | $26,205.85 | $150.00 | $39,750.00 | ||
| 2 | 207002-000 | Subgrade | DQ | cy | 1454 | $47.00 | $68,338.00 | $40.40 | $58,741.60 | 2 | $24.20 | $35,186.80 | $67.67 | $98,392.18 | $45.00 | $65,430.00 | ||
| 3 | 207034-000 | Fabric for Separation | DQ | sy | 3627 | $2.00 | $7,254.00 | $2.00 | $7,254.00 | 3 | $1.50 | $5,440.50 | $1.04 | $3,772.08 | $2.00 | $7,254.00 | ||
| 4 | 307001-000 | Aggregate Base, Class 1 | DQ | cy | 1252 | $48.00 | $60,096.00 | $55.00 | $68,860.00 | 4 | $48.40 | $60,596.80 | $67.67 | $84,722.84 | $46.00 | $57,592.00 | ||
| 5 | 307001-000 | Aggregate Base, Class 10 | DQ | cy | 224 | $54.00 | $12,096.00 | $56.75 | $12,712.00 | 5 | $59.15 | $13,249.60 | $61.90 | $13,865.60 | $66.00 | $14,784.00 | ||
| 6 | 401001-001 | Marshall Hot-Mix Asphalt Base Course, Class 1 | DQ | ton | 1126 | $90.00 | $101,340.00 | $88.00 | $99,088.00 | 6 | $77.25 | $86,983.50 | $93.43 | $105,202.18 | $95.00 | $106,970.00 | ||
| 7 | 401002-001 | Marshall Hot-Mix Asphalt Wearing Course | DQ | ton | 498 | $105.00 | $52,290.00 | $95.00 | $47,310.00 | 7 | $87.80 | $43,724.40 | $116.13 | $57,832.74 | $110.00 | $54,780.00 | ||
| 8 | 609001-001 | 4" Concrete Pavement | DQ | sy | 9 | $300.00 | $2,700.00 | $300.00 | $2,700.00 | 8 | $219.70 | $1,977.30 | $363.60 | $3,272.40 | $403.00 | $3,627.00 | ||
| 9 | Flagstone Paving | DQ | sy | 23 | $400.00 | $9,200.00 | $540.00 | $12,420.00 | 9 | $318.00 | $7,314.00 | $493.29 | $11,345.67 | $185.00 | $4,255.00 | |||
| 10 | Aggregate Pavement | DQ | sy | 564 | $17.00 | $9,588.00 | $20.00 | $11,280.00 | 10 | $29.20 | $16,468.80 | $9.20 | $5,188.80 | $35.00 | $19,740.00 | |||
| 11 | 401002-001 | Pavement Striping | DQ | lf | 1000 | $1.00 | $1,000.00 | $1.00 | $1,000.00 | 11 | $1.25 | $1,250.00 | $3.38 | $3,380.00 | $2.00 | $2,000.00 | ||
| 12 | 401002-001 | Accessible Pavement Markings | AQ | ea | 5 | $150.00 | $750.00 | $175.00 | $875.00 | 12 | $400.00 | $2,000.00 | $281.37 | $1,406.85 | $100.00 | $500.00 | ||
| Potable Water and Sanitary Sewer | ||||||||||||||||||
| 13 | 6" Steel Encasement Pipe, Open Trench | DQ | lf | 534 | $30.00 | $16,020.00 | $49.00 | $26,166.00 | 13 | $49.00 | $26,166.00 | $42.10 | $22,481.40 | $70.00 | $37,380.00 | |||
| 14 | 4" Steel Encasement Pipe, Open Trench | DQ | lf | 38 | $25.00 | $950.00 | $40.00 | $1,520.00 | 14 | $49.00 | $1,862.00 | $38.38 | $1,458.44 | $80.00 | $3,040.00 | |||
| 15 | 3" Steel Encasement Pipe, Open Trench | DQ | lf | 47 | $23.00 | $1,081.00 | $38.00 | $1,786.00 | 15 | $49.00 | $2,303.00 | $37.98 | $1,785.06 | $70.00 | $3,290.00 | |||
| General Project Items | ||||||||||||||||||
| 16 | 204001-000 | Mobilization | LSQ | mile | 1 | $16,000.00 | $16,000.00 | $15,000.00 | $15,000.00 | 16 | $22,000.00 | $22,000.00 | $22,509.44 | $22,509.44 | $4,000.00 | $4,000.00 | ||
| 17 | 639001-001 | Construction Staking | LSQ | mile | 1 | $4,500.00 | $4,500.00 | $8,000.00 | $8,000.00 | 17 | $26,826.80 | $26,826.80 | $11,254.73 | $11,254.73 | $6,500.00 | $6,500.00 | ||
| 18 | 329002 | Grading and Seeding | LSQ | mile | 1 | $6,000.00 | $6,000.00 | $4,000.00 | $4,000.00 | 18 | $24,323.20 | $24,323.20 | $5,796.18 | $5,796.18 | $8,000.00 | $8,000.00 | ||
| 19 | Log Curb | AQ | ea | 6 | $500.00 | $3,000.00 | $275.00 | $1,650.00 | 19 | $522.50 | $3,135.00 | $488.64 | $2,931.84 | $625.00 | $3,750.00 | |||
| 20 | Reserved Parking Sign Assembly | AQ | mile | 5 | $500.00 | $2,500.00 | $125.00 | $625.00 | 20 | $200.00 | $1,000.00 | $116.19 | $580.95 | $254.00 | $1,270.00 | |||
| 21 | Wheel Stop | AQ | mile | 7 | $200.00 | $1,400.00 | $125.00 | $875.00 | 21 | $200.00 | $1,400.00 | $115.92 | $811.44 | $170.00 | $1,190.00 | |||
| TOTAL: Items 1-21 | Apparent Low: | $383,523.00 | Should Be | $404,652.60 | TOTAL: Items 1-21 | $394,059.45 | $484,196.67 | $445,102.00 | ||||||||||
| contractor bid: | $404,472.60 |
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