| REBID |
| ||
| DBE GOAL FED | |||
| Lead Project: 451-07-0054 | |||
| Parish: RICHLAND | |||
| Routes: I-20 | |||
| Description: BOEUF RIVER BRIDGE | |||
| Type Const:
grading, cold planing asphaltic pavement,superpave asphaltic pavement, latex modified concrete overlay, concrete slab span bridge widening, and related work | |||
| Estimated Construction Cost: $2,350,277.40 | |||
| Maximum Number of Days Allowed for Construction: 215 | |||
| Calculated Daily User Cost: $3,000.00 | |||
| Rank | License | Bidder | Construction Bid | Bidder's Proposed Contract Time | Total Bid |
|---|---|---|---|---|---|
| 1 | 33131 | AMERICAN CONTRACTING & SERVICES,INC | $3,553,349.75 | 200 | $4,153,349.75 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - AMERICAN CONTRACTING & SERVICES,INC |
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|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 202-02-G | removal of surfacing & stabilized base | 3,322.9 | SQYD | 12.00 | 39,874.80 | ||||||
| 202-02-H | removal of guard rail | 970 | LNFT | 7.00 | 6,790.00 | ||||||
| 202-02-I | removal of portion of existing approach slab | 108 | SQYD | 100.00 | 10,800.00 | ||||||
| 202-02-01 | removal of portion of existing bridge, deck, rail & abutment |
2 | EACH | 155,000.00 | 310,000.00 | ||||||
| 203-06 | excavation & embankment | lump | LUMP | 41,000.00 | 41,000.00 | ||||||
| 204-02 | temporary hay or straw bales | 16 | EACH | 75.00 | 1,200.00 | ||||||
| 204-04 | temporary sediment basins | 2 | EACH | 650.00 | 1,300.00 | ||||||
| 204-05-A | temporary sediment check dams (hay) | 2 | EACH | 350.00 | 700.00 | ||||||
| 502-01 | superpave asphaltic concrete | 2,988.7 | TON | 115.00 | 343,700.50 | ||||||
| 509-01 | cold planing asphaltic pavement | 5,568 | SQYD | 6.00 | 33,408.00 | ||||||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 2,784 | CUYD | 1.00 | - 2,784.00 | ||||||
| 704-03 | blocked out guard rail | 800.0 | LNFT | 18.00 | 14,400.00 | ||||||
| 704-08-B | guard rail transitions (double thrie beam) | 100.0 | LNFT | 55.00 | 5,500.00 | ||||||
| 704-11-A | guard rail end treatment (flared) | 4 | EACH | 2,000.00 | 8,000.00 | ||||||
| 712-01-A | concrete cast-in-place revetment (4" thick) | 1,110 | SQYD | 65.00 | 72,150.00 | ||||||
| 713-01 | temporary signs & barricades | lump | LUMP | 100,000.00 | 100,000.00 | ||||||
| 713-05-A | temporary pavement markings (solid line)(4" width) | 4.661 | MILE | 800.00 | 3,728.80 | ||||||
| 713-08 | temporary precast concrete barrier (contractor furnished) |
80 | EACH | 1,200.00 | 96,000.00 | ||||||
| 713-09 | temporary precast concrete barrier (department furnished) |
225 | EACH | 500.00 | 112,500.00 | ||||||
| 716-01-A | mulch (vegetative) | 1.00 | ACRE | 1,300.00 | 1,300.00 | ||||||
| 717-01 | seeding | 30 | LB | 32.00 | 960.00 | ||||||
| 718-01 | fertilizer | 1,000 | LB | 1.25 | 1,250.00 | ||||||
| 727-01 | mobilization | lump | LUMP | 355,000.00 | 355,000.00 | ||||||
| 729-16-C | object marker assembly (type 3) | 4 | EACH | 80.00 | 320.00 | ||||||
| 731-01 | nonreflectorized raised pavement markers | 264 | EACH | 13.00 | 3,432.00 | ||||||
| 731-02 | reflectorized raised pavement markers | 234 | EACH | 6.00 | 1,404.00 | ||||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 2.074 | MILE | 2,650.00 | 5,496.10 | ||||||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 1.036 | MILE | 850.00 | 880.60 | ||||||
| 740-01 | construction layout | lump | LUMP | 75,000.00 | 75,000.00 | ||||||
| 744-01 | traffic control management | lump | LUMP | 45,000.00 | 45,000.00 | ||||||
| 804-01-B | precast concrete piles (14") | 440 | LNFT | 72.00 | 31,680.00 | ||||||
| 804-01-F | precast concrete piles (24") | 1,900 | LNFT | 138.00 | 262,200.00 | ||||||
| 804-12 | loading permanent piles | 1 | EACH | 18,400.00 | 18,400.00 | ||||||
| 805-01-F | class a concrete (bents) | 100.06 | CUYD | 1,300.00 | 130,078.00 | ||||||
| 805-03 | class aa concrete | 285.90 | CUYD | 1,100.00 | 314,490.00 | ||||||
| 805-08-C | precast-prestressed concrete girders (type iii) | 1,185.0 | LNFT | 150.00 | 177,750.00 | ||||||
| 806-01 | deformed reinforcing steel | 55,468 | LB | 1.00 | 55,468.00 | ||||||
| 806-02 | deformed reinforcing steel (epoxy coated) | 27,120 | LB | 2.50 | 67,800.00 | ||||||
| 807-06 | structural metalwork | lump | LUMP | 65,000.00 | 65,000.00 | ||||||
| 810-01 | concrete railing (barrier) | 1,346.67 | LNFT | 80.00 | 107,733.60 | ||||||
| 813-01 | concrete approach slabs | 303.18 | SQYD | 225.00 | 68,215.50 | ||||||
| S-101 | hydro-demolition | 15,600 | SQFT | 20.00 | 312,000.00 | ||||||
| S-102-A | furnishing latex modified cement concrete - very early strength (2 1/2" depth) |
120.37 | CUYD | 1,200.00 | 144,444.00 | ||||||
| S-102-B | placing and finishing latex modified concrete - very early strength overlay |
1,733.33 | SQYD | 45.00 | 77,999.85 | ||||||
| S-103 | cleaning of bearing areas at end bents | lump | LUMP | 3,100.00 | 3,100.00 | ||||||
| S-104-A | full depth deck patching (25.0 sq. ft. and under) | 800 | SQFT | 30.00 | 24,000.00 | ||||||
| S-104-B | full depth deck patching (25.1 sq. ft. and over) | 156 | SQFT | 30.00 | 4,680.00 | ||||||
| ITEM TOTAL (CONSTRUCTION BID) | 3,553,349.75 | ||||||||||
| NUMBER OF DAYS BID AT $3,000 PER DAY. | 600,000.00 | ||||||||||
| TOTAL BID | 4,153,349.75 | ||||||||||