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| Lead Project: 834-06-0011 | |||
| Parish: MOREHOUSE | |||
| Routes: LA 8301 | |||
| Description: JCT US 425 TO BASTROP CITY LIMITS | |||
| Type Const:
superpave asphaltic concrete overlay, ashpaltic surface treatment, cold planing, pavement patching, and related work. | |||
| Estimated Construction Cost: $861,537.21 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $1,276,774.65 |
| 2 | 05789 | D & J CONSTRUCTION CO., INC. | $1,414,235.74 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - DIAMOND B CONSTRUCTION CO., L.L.C. |
- 2 - D & J CONSTRUCTION CO., INC. |
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|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 202-01 | removal of structures & obstructions | lump | LUMP | 4,000.00 | 4,000.00 | 15,000.00 | 15,000.00 | ||||
| 202-02-D | removal of concrete walks & drives | 402 | SQYD | 20.00 | 8,040.00 | 15.00 | 6,030.00 | ||||
| 202-02-F | removal of concrete combination curb & gutter | 54.0 | LNFT | 20.00 | 1,080.00 | 15.00 | 810.00 | ||||
| 203-07 | borrow (vehicular measurement) | 15 | CUYD | 25.00 | 375.00 | 75.00 | 1,125.00 | ||||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
234 | CUYD | 65.00 | 15,210.00 | 50.00 | 11,700.00 | ||||
| 502-01 | superpave asphaltic concrete | 3,405.3 | TON | 120.00 | 408,636.00 | 145.00 | 493,768.50 | ||||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
669.9 | TON | 220.00 | 147,378.00 | 145.00 | 97,135.50 | ||||
| 507-01-A | asphaltic material (crs-2p emulsion) | 2,436 | GAL | 3.00 | 7,308.00 | 5.00 | 12,180.00 | ||||
| 507-02-B | aggregate (s2) | 3,582 | SQYD | 8.50 | 30,447.00 | 4.00 | 14,328.00 | ||||
| 507-02-C | aggregate (s3) | 3,582 | SQYD | 8.00 | 28,656.00 | 4.00 | 14,328.00 | ||||
| 509-01 | cold planing asphaltic pavement | 20,150 | SQYD | 4.00 | 80,600.00 | 4.00 | 80,600.00 | ||||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 809 | CUYD | 0.10 | - 80.90 | 0.01 | - 8.09 | ||||
| 510-01-B | pavement patching (12" minimum thickness) | 1,363 | SQYD | 130.00 | 177,190.00 | 225.00 | 306,675.00 | ||||
| 602-02-A | cleaning and resealing existing longitudinal pavement joints |
1,240 | LNFT | 4.00 | 4,960.00 | 4.50 | 5,580.00 | ||||
| 602-02-B | cleaning and resealing existing transverse pavement joints |
1,612 | LNFT | 4.00 | 6,448.00 | 4.50 | 7,254.00 | ||||
| 701-01-G | cross drain pipe (18" rcp/pcp) | 50 | LNFT | 175.00 | 8,750.00 | 200.00 | 10,000.00 | ||||
| 701-12-I | corrugated metal pipe (extension)(24") | 10 | LNFT | 200.00 | 2,000.00 | 250.00 | 2,500.00 | ||||
| 701-15 | concrete collar | 1 | EACH | 850.00 | 850.00 | 750.00 | 750.00 | ||||
| 702-04-A | adjusting manholes | 30 | EACH | 2,000.00 | 60,000.00 | 1,750.00 | 52,500.00 | ||||
| 702-04-B | adjusting catch basins | 2 | EACH | 3,000.00 | 6,000.00 | 3,000.00 | 6,000.00 | ||||
| 706-02-C | concrete drive (6" thick) | 400.1 | SQYD | 80.00 | 32,008.00 | 75.00 | 30,007.50 | ||||
| 707-03 | combination concrete curb & gutter | 54.0 | LNFT | 30.00 | 1,620.00 | 30.00 | 1,620.00 | ||||
| 713-01 | temporary signs & barricades | lump | LUMP | 25,000.00 | 25,000.00 | 65,000.00 | 65,000.00 | ||||
| 713-03-A | temporary pavement markings (broken line)(4" width)(4' length) |
4.337 | MILE | 150.00 | 650.55 | 225.00 | 975.83 | ||||
| 713-03-B | temporary pavement markings (broken line)(4" width) (10' length) |
0.048 | MILE | 400.00 | 19.20 | 250.00 | 12.00 | ||||
| 713-04-A | temporary pavement markings (solid line)(4" width) | 9.566 | MILE | 800.00 | 7,652.80 | 250.00 | 2,391.50 | ||||
| 716-01-A | mulch (vegetative) | 2.5 | TON | 500.00 | 1,250.00 | 1,200.00 | 3,000.00 | ||||
| 717-01 | seeding | 56 | LB | 10.00 | 560.00 | 15.00 | 840.00 | ||||
| 718-01 | fertilizer | 1,250 | LB | 0.50 | 625.00 | 0.75 | 937.50 | ||||
| 726-01 | bedding material | 16.7 | CUYD | 1,000.00 | 16,700.00 | 105.00 | 1,753.50 | ||||
| 727-01 | mobilization | lump | LUMP | 125,000.00 | 125,000.00 | 110,000.00 | 110,000.00 | ||||
| 729-16-B | object marker assembly (type 2) | 4 | EACH | 60.00 | 240.00 | 100.00 | 400.00 | ||||
| 731-02 | reflectorized raised pavement markers | 202 | EACH | 6.00 | 1,212.00 | 12.00 | 2,424.00 | ||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 3.502 | MILE | 3,000.00 | 10,506.00 | 3,500.00 | 12,257.00 | ||||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 0.016 | MILE | 1,000.00 | 16.00 | 15,000.00 | 240.00 | ||||
| 735-01 | mailboxes | 86 | EACH | 1.00 | 86.00 | 5.00 | 430.00 | ||||
| 735-02 | mailbox supports (single) | 49 | EACH | 150.00 | 7,350.00 | 125.00 | 6,125.00 | ||||
| 735-03 | mailbox supports (double) | 11 | EACH | 250.00 | 2,750.00 | 250.00 | 2,750.00 | ||||
| 735-04 | mailbox supports (multiple) | 2 | EACH | 450.00 | 900.00 | 350.00 | 700.00 | ||||
| 740-01 | construction layout | lump | LUMP | 21,000.00 | 21,000.00 | 10,000.00 | 10,000.00 | ||||
| 741-11 | adjusting water valve and meter box | 5 | EACH | 1,000.00 | 5,000.00 | 1,000.00 | 5,000.00 | ||||
| S-001 | saw cutting concrete drives (6" depth) | 167 | LNFT | 10.00 | 1,670.00 | 12.00 | 2,004.00 | ||||
| S-002 | sawing and sealing longitudinal joints in asphaltic concrete overlay |
1,240 | LNFT | 5.00 | 6,200.00 | 4.00 | 4,960.00 | ||||
| S-003 | sawing and sealing transverse joints in asphaltic concrete overlay |
1,612 | LNFT | 5.00 | 8,060.00 | 4.00 | 6,448.00 | ||||
| S-004 | sawcuts in asphaltic concrete lifts | 2,852 | LNFT | 1.00 | 2,852.00 | 2.00 | 5,704.00 | ||||
| CONTRACTOR TOTAL | 1,276,774.65 | 1,414,235.74 | |||||||||