| City of Snyder | ||||||||
| Bridge Replacement | ||||||||
| Bid Tabulation | Bid Date: 4/16/04 | |||||||
| Eng. Est. | K & R Builders | Fehring Conc. Placement | ||||||
| Item Description | Quan. | Units | Unit Price | Total Price | Unit Price | Total Price | Unit Price | Total Price |
| Base Bid | ||||||||
| Unclassified Excavation | 430 | C.Y. | 5.00 | 2,150.00 | 6.75 | 2,902.50 | 12.50 | 5,375.00 |
| Type A Salvaged Topsoil | 350 | S.Y. | 4.50 | 1,575.00 | 3.00 | 1,050.00 | 8.00 | 2,800.00 |
| Structural Excavation, Uncl. | 92 | C.Y. | 20.00 | 1,840.00 | 14.00 | 1,288.00 | 25.00 | 2,300.00 |
| Class "A" Concrete | 148 | C.Y. | 350.00 | 51,800.00 | 273.00 | 40,404.00 | 300.00 | 44,400.00 |
| Reinforcing Steel | 19,400 | LB. | 2.50 | 48,500.00 | 0.69 | 13,386.00 | 0.85 | 16,490.00 |
| 6" Thick 3500 PSI Concrete | 165 | S.Y. | 24.00 | 3,960.00 | 52.00 | 8,580.00 | 40.00 | 6,600.00 |
| Construction Traffic Control | 1 | L.Sum | 1,000.00 | 1,000.00 | 1,000.00 | 2,200.00 | 5,000.00 | 5,000.00 |
| 6" Thick Granular Backfill | 170 | S.Y. | 2.00 | 340.00 | 7.50 | 1,275.00 | 30.00 | 5,100.00 |
| Sub-total Base Bid | 111,165.00 | 71,085.50 | 88,065.00 | |||||
| Add. Alt. #1 | ||||||||
| Remove Existing Culvert | 1 | L. Sum | 2,000.00 | 2,000.00 | 1,800.00 | 1,800.00 | 3,000.00 | |
| Remove Existing Pavement | 1 | L. Sum | 5,000.00 | 5,000.00 | 2,600.00 | 2,600.00 | 5,000.00 | |
| Sub-total Add. Alt. #1 | 7,000.00 | 4,400.00 | 8,000.00 | |||||
| Add. Alt. #2 | ||||||||
| 6" Type "A" Aggr. Base | 460 | S.Y. | 4.00 | 1,840.00 | 7.50 | 3,450.00 | ||
| 2" Thick Type "B" Asphalt | 440 | S.Y. | 4.00 | 1,760.00 | 9.40 | 4,136.00 | ||
| 3" Thick Type "A" Asphalt | 450 | S.Y. | 8.00 | 3,600.00 | 11.00 | 4,950.00 | ||
| 6" Stab. Subgrade | 500 | S.Y. | 3.00 | 1,500.00 | 3.75 | 1,875.00 | ||
| Sub-total Alt. #2 | 8,700.00 | 14,411.00 | ||||||
| Total Bid Price | $ 126,865.00 | $ 89,896.50 | $ 96,065.00 | |||||
| H. Lester Seiger, P.E. | * Bid extension math error corrected. | |||||||
| Landmark Engineering | ||||||||