| REBID |
| ||
| DBE GOAL FED | |||
| Lead Project: 450-91-0150 | |||
| Parish: CALCASIEU | |||
| Routes: LA 108, I-10 | |||
| Description: LA 108 OVER I-10 BRIDGE REHABILITATION | |||
| Type Const:
grading, class ii base course, portland cement concrete pavement, bridge rehabilitation, and related work. | |||
| Estimated Construction Cost: $4,892,273.25 | |||
| Maximum Number of Days Allowed for Construction: 470 | |||
| Calculated Daily User Cost: $1,000.00 | |||
| Rank | License | Bidder | Construction Bid | Bidder's Proposed Contract Time | Total Bid |
|---|---|---|---|---|---|
| 1 | 39462 | DENTON-JAMES LLC | $5,524,752.50 | 470 | $5,994,752.50 |
| 2 | 00060 | F. MILLER CONSTRUCTION LLC | $5,927,503.37 | 470 | $6,397,503.37 |
| 3 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $7,171,967.11 | 465 | $7,636,967.11 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - DENTON-JAMES LLC |
- 2 - F. MILLER CONSTRUCTION LLC |
- 3 - GILCHRIST CONSTRUCTION CO. LLC |
|
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|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 202-02-A | removal of bridges | 2 | EACH | 200,000.00 | 400,000.00 | 188,000.00 | 376,000.00 | 200,000.00 | 400,000.00 | ||
| 202-02-C | removal of portland cement concrete pavement | 586 | SQYD | 25.00 | 14,650.00 | 34.00 | 19,924.00 | 15.00 | 8,790.00 | ||
| 202-02-E | removal of concrete curbs | 4,917.8 | LNFT | 6.00 | 29,506.80 | 11.00 | 54,095.80 | 5.00 | 24,589.00 | ||
| 202-02-G | removal of surfacing & stabilized base | 3,611.5 | SQYD | 10.00 | 36,115.00 | 21.00 | 75,841.50 | 10.00 | 36,115.00 | ||
| 202-02-H | removal of guard rail | 622 | LNFT | 5.00 | 3,110.00 | 6.00 | 3,732.00 | 15.00 | 9,330.00 | ||
| 202-02-01 | removal of abutment (median return, end dam and flares) | lump | LUMP | 20,000.00 | 20,000.00 | 13,000.00 | 13,000.00 | 24,000.00 | 24,000.00 | ||
| 202-02-02 | removal of concrete approach slabs | 253.04 | SQYD | 35.00 | 8,856.40 | 52.00 | 13,158.08 | 30.00 | 7,591.20 | ||
| 202-02-03 | removal of catch basins | 5 | EACH | 1,000.00 | 5,000.00 | 1,300.00 | 6,500.00 | 1,000.00 | 5,000.00 | ||
| 202-02-04 | removal of fascia mounted sign of bridge | 3 | EACH | 2,500.00 | 7,500.00 | 600.00 | 1,800.00 | 5,000.00 | 15,000.00 | ||
| 202-03-01 | relocation of overhead cantilever sign (left of sta. 196+00.72) |
1 | EACH | 2,500.00 | 2,500.00 | 14,000.00 | 14,000.00 | 45,000.00 | 45,000.00 | ||
| 202-03-02 | relocation of cb-06 (right of sta. 251+50.46 ramp "e") | 1 | EACH | 3,000.00 | 3,000.00 | 1,100.00 | 1,100.00 | 12,000.00 | 12,000.00 | ||
| 202-03-03 | relocation of impact attenuator | 1 | EACH | 3,500.00 | 3,500.00 | 4,000.00 | 4,000.00 | 4,000.00 | 4,000.00 | ||
| 203-01 | general excavation | 4,469 | CUYD | 20.00 | 89,380.00 | 18.00 | 80,442.00 | 15.00 | 67,035.00 | ||
| 203-04 | embankment | 3,161 | CUYD | 35.00 | 110,635.00 | 30.00 | 94,830.00 | 30.00 | 94,830.00 | ||
| 204-06 | temporary silt fencing | 1,136 | LNFT | 2.50 | 2,840.00 | 2.60 | 2,953.60 | 4.00 | 4,544.00 | ||
| 302-02-B | class ii base course (8 1/2" thick) | 359.3 | SQYD | 54.00 | 19,402.20 | 78.00 | 28,025.40 | 45.00 | 16,168.50 | ||
| 302-02-D | class ii base course (12" thick) | 1,958.0 | SQYD | 60.00 | 117,480.00 | 60.00 | 117,480.00 | 45.00 | 88,110.00 | ||
| 304-01 | lime | 16.43 | TON | 160.00 | 2,628.80 | 325.00 | 5,339.75 | 300.00 | 4,929.00 | ||
| 304-04-D | lime treatment (type d) (12" thick) | 1,159 | SQYD | 6.00 | 6,954.00 | 35.00 | 40,565.00 | 6.00 | 6,954.00 | ||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 500.0 | CUYD | 65.00 | 32,500.00 | 100.00 | 50,000.00 | 75.00 | 37,500.00 | ||
| 601-01-G | portland cement concrete pavement (8" thick) | 284.6 | SQYD | 80.00 | 22,768.00 | 60.00 | 17,076.00 | 85.00 | 24,191.00 | ||
| 601-01-K | portland cement concrete pavement (10" thick) | 1,561.4 | SQYD | 75.00 | 117,105.00 | 78.00 | 121,789.20 | 90.00 | 140,526.00 | ||
| 601-03-C | portland cement concrete shoulder (6" thick) | 359.3 | SQYD | 56.00 | 20,120.80 | 52.00 | 18,683.60 | 65.00 | 23,354.50 | ||
| 701-10-F | reinforced concrete pipe (extension) (15" diameter) | 8 | LF | 120.00 | 960.00 | 25.00 | 200.00 | 250.00 | 2,000.00 | ||
| 701-15 | concrete collar | 1 | EACH | 700.00 | 700.00 | 120.00 | 120.00 | 1,500.00 | 1,500.00 | ||
| 702-04-B | adjusting catch basins | 9 | EACH | 1,800.00 | 16,200.00 | 750.00 | 6,750.00 | 6,000.00 | 54,000.00 | ||
| 704-03 | blocked out guard rail | 250.0 | LNFT | 20.00 | 5,000.00 | 64.00 | 16,000.00 | 22.00 | 5,500.00 | ||
| 704-08-B | guard rail transitions (double thrie beam) | 150.0 | LNFT | 55.00 | 8,250.00 | 76.00 | 11,400.00 | 56.00 | 8,400.00 | ||
| 704-11-A | guard rail end treatment (flared) | 2 | EACH | 2,200.00 | 4,400.00 | 2,200.00 | 4,400.00 | 2,300.00 | 4,600.00 | ||
| 704-11-C | guard rail end treatment (bi-directional) | 2 | EACH | 4,200.00 | 8,400.00 | 4,200.00 | 8,400.00 | 4,400.00 | 8,800.00 | ||
| 706-03-C | incidental concrete paving (6" thick) | 842.0 | SQYD | 60.00 | 50,520.00 | 28.00 | 23,576.00 | 90.00 | 75,780.00 | ||
| 707-01 | concrete curb | 1,495.0 | LNFT | 10.00 | 14,950.00 | 13.00 | 19,435.00 | 10.00 | 14,950.00 | ||
| 707-03 | combination curb and gutter | 675.5 | LNFT | 30.00 | 20,265.00 | 15.00 | 10,132.50 | 30.00 | 20,265.00 | ||
| 707-04 | asphaltic curb | 173.0 | LNFT | 98.00 | 16,954.00 | 115.00 | 19,895.00 | 25.00 | 4,325.00 | ||
| 711-01-B | riprap (10 lb, 10" thick) | 53 | SQYD | 120.00 | 6,360.00 | 38.00 | 2,014.00 | 100.00 | 5,300.00 | ||
| 712-01-A | concrete cast-in-place revetment (4" thick) | 525 | SQYD | 56.00 | 29,400.00 | 38.00 | 19,950.00 | 80.00 | 42,000.00 | ||
| 713-01 | temporary signs & barricades | lump | LUMP | 200,000.00 | 200,000.00 | 200,000.00 | 200,000.00 | 100,000.00 | 100,000.00 | ||
| 713-03-C | temporary pavement markings (8" width) | 311 | LNFT | 0.50 | 155.50 | 0.50 | 155.50 | 0.45 | 139.95 | ||
| 713-03-E | temporary pavement markings (24" width) | 360 | LNFT | 1.40 | 504.00 | 1.60 | 576.00 | 1.50 | 540.00 | ||
| 713-04-A-01 | temporary pvmt. markings (broken line)(4" w)(4' l) (type i removable) |
1.061 | MILE | 4,000.00 | 4,244.00 | 3,540.00 | 3,755.94 | 355.00 | 376.66 | ||
| 713-05-A-01 | temporary pavement markings (solid line)(4" width) (type i removable) |
3.023 | MILE | 12,000.00 | 36,276.00 | 13,900.00 | 42,019.70 | 12,000.00 | 36,276.00 | ||
| 713-06-A | temporary pavement legends and symbols (arrow) | 4 | EACH | 60.00 | 240.00 | 60.00 | 240.00 | 60.00 | 240.00 | ||
| 713-06-C | temporary pavement legends and symbols (only) | 4 | EACH | 60.00 | 240.00 | 60.00 | 240.00 | 60.00 | 240.00 | ||
| 713-07 | temporary reflectorized raised pavement markers | 400 | EACH | 5.00 | 2,000.00 | 6.00 | 2,400.00 | 6.00 | 2,400.00 | ||
| 716-01-A | mulch (vegetative) | 3.60 | ACRE | 1,000.00 | 3,600.00 | 1,000.00 | 3,600.00 | 725.00 | 2,610.00 | ||
| 720-01-B | erosion control system, slope protection (type b) | 162 | SQYD | 2.50 | 405.00 | 2.50 | 405.00 | 3.00 | 486.00 | ||
| 722-01 | project site laboratory | 1 | EACH | 20,000.00 | 20,000.00 | 10,000.00 | 10,000.00 | 50,000.00 | 50,000.00 | ||
| 724-02 | pavement widening | 5,516.8 | SQYD | 58.00 | 319,974.40 | 56.00 | 308,940.80 | 95.00 | 524,096.00 | ||
| 725-02 | temporary detour roads | 1,302.2 | SQYD | 120.00 | 156,264.00 | 310.00 | 403,682.00 | 130.00 | 169,286.00 | ||
| 727-01 | mobilization | lump | LUMP | 550,000.00 | 550,000.00 | 402,000.00 | 402,000.00 | 700,000.00 | 700,000.00 | ||
| 729-01-01 | sign (type a)(r10-12) | 5.0 | SQFT | 35.00 | 175.00 | 52.00 | 260.00 | 80.00 | 400.00 | ||
| 729-01-02 | sign (type a)(r3-1)(24" x 24") | 4.0 | SQFT | 35.00 | 140.00 | 65.00 | 260.00 | 80.00 | 320.00 | ||
| 729-01-03 | sign (type a)(r3-5)(30" x 36") | 15.0 | SQFT | 35.00 | 525.00 | 50.00 | 750.00 | 80.00 | 1,200.00 | ||
| 729-13 | mounting (bridge fascia mounted) | 3 | EACH | 5,800.00 | 17,400.00 | 7,700.00 | 23,100.00 | 6,500.00 | 19,500.00 | ||
| 729-16-C | object marker assembly (type 3) | 8 | EACH | 70.00 | 560.00 | 70.00 | 560.00 | 80.00 | 640.00 | ||
| 731-02 | reflectorized raised pavement markers | 205 | EACH | 5.20 | 1,066.00 | 5.20 | 1,066.00 | 5.50 | 1,127.50 | ||
| 732-01-C | plastic pavement striping (8" width) | 974 | LNFT | 0.90 | 876.60 | 1.00 | 974.00 | 1.00 | 974.00 | ||
| 732-01-E | plastic pavement striping (24" width) | 441 | LNFT | 2.70 | 1,190.70 | 2.70 | 1,190.70 | 3.00 | 1,323.00 | ||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 1.924 | MILE | 2,650.00 | 5,098.60 | 2,600.00 | 5,002.40 | 2,700.00 | 5,194.80 | ||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 0.354 | MILE | 1,000.00 | 354.00 | 1,000.00 | 354.00 | 1,000.00 | 354.00 | ||
| 732-05 | removal of existing markings | 0.874 | MILE | 5,700.00 | 4,981.80 | 5,000.00 | 4,370.00 | 6,000.00 | 5,244.00 | ||
| 736-01 | trenching and backfilling | 445 | LNFT | 4.00 | 1,780.00 | 3.50 | 1,557.50 | 4.00 | 1,780.00 | ||
| 736-03 | jacked or bored conduit (3" p.e.c.) | 155 | LNFT | 23.00 | 3,565.00 | 29.00 | 4,495.00 | 28.00 | 4,340.00 | ||
| 736-04-01 | signal support (30' steel strain pole) | 2 | EACH | 6,000.00 | 12,000.00 | 9,000.00 | 18,000.00 | 10,000.00 | 20,000.00 | ||
| 736-04-02 | signal support (15' timber pole) | 2 | EACH | 1,100.00 | 2,200.00 | 1,525.00 | 3,050.00 | 1,800.00 | 3,600.00 | ||
| 736-05-01 | signal head (3 section, r, y, g) | 4 | EACH | 850.00 | 3,400.00 | 1,000.00 | 4,000.00 | 1,200.00 | 4,800.00 | ||
| 736-05-02 | signal head (3 section, r,lt y,lt g) | 3 | EACH | 870.00 | 2,610.00 | 900.00 | 2,700.00 | 900.00 | 2,700.00 | ||
| 736-05-03 | signal head (5 section, r,y,g,lt y,lt g) | 1 | EACH | 1,200.00 | 1,200.00 | 1,500.00 | 1,500.00 | 1,600.00 | 1,600.00 | ||
| 736-06 | signal service | 1 | EACH | 1,800.00 | 1,800.00 | 1,800.00 | 1,800.00 | 1,900.00 | 1,900.00 | ||
| 736-08 | signal controller | 1 | EACH | 20,000.00 | 20,000.00 | 19,760.00 | 19,760.00 | 20,000.00 | 20,000.00 | ||
| 736-10-01 | underground junction box | 2 | EACH | 400.00 | 800.00 | 560.00 | 1,120.00 | 600.00 | 1,200.00 | ||
| 736-10-02 | underground junction box | 7 | EACH | 700.00 | 4,900.00 | 670.00 | 4,690.00 | 700.00 | 4,900.00 | ||
| 736-10-03 | underground junction box | 2 | EACH | 830.00 | 1,660.00 | 1,150.00 | 2,300.00 | 1,200.00 | 2,400.00 | ||
| 736-11-01 | conduit (2" p.e.c.) | 390 | LNFT | 4.20 | 1,638.00 | 5.15 | 2,008.50 | 6.00 | 2,340.00 | ||
| 736-11-02 | conduit (3" p.e.c.) | 250 | LNFT | 6.30 | 1,575.00 | 6.60 | 1,650.00 | 7.00 | 1,750.00 | ||
| 736-12-01 | conductor (6c, signal #14 awg) | 510 | LNFT | 2.00 | 1,020.00 | 2.00 | 1,020.00 | 2.50 | 1,275.00 | ||
| 736-12-02 | conductor (10c, signal,#14 awg) | 800 | LNFT | 2.60 | 2,080.00 | 2.50 | 2,000.00 | 3.00 | 2,400.00 | ||
| 736-12-03 | conductor (3c, signal,#6 awg, thhn/thwn) | 615 | LNFT | 5.00 | 3,075.00 | 5.00 | 3,075.00 | 5.00 | 3,075.00 | ||
| 739-01 | hydro-seeding | 3.60 | ACRE | 950.00 | 3,420.00 | 950.00 | 3,420.00 | 1,100.00 | 3,960.00 | ||
| 740-01 | construction layout | lump | LUMP | 250,000.00 | 250,000.00 | 100,000.00 | 100,000.00 | 200,000.00 | 200,000.00 | ||
| 744-01 | traffic control management | lump | LUMP | 82,000.00 | 82,000.00 | 100,000.00 | 100,000.00 | 200,000.00 | 200,000.00 | ||
| 804-01-B | precast concrete piles (14" diameter) | 410 | LNFT | 170.00 | 69,700.00 | 170.00 | 69,700.00 | 100.00 | 41,000.00 | ||
| 805-01-F | class a concrete (bents) | 75.11 | CUYD | 1,500.00 | 112,665.00 | 2,400.00 | 180,264.00 | 3,000.00 | 225,330.00 | ||
| 805-03 | class aa concrete | 666.04 | CUYD | 750.00 | 499,530.00 | 1,100.00 | 732,644.00 | 1,500.00 | 999,060.00 | ||
| 805-11 | strip seal joints | 546.00 | LNFT | 150.00 | 81,900.00 | 130.00 | 70,980.00 | 125.00 | 68,250.00 | ||
| 806-01 | deformed reinforcing steel | 254,165 | LB | 1.00 | 254,165.00 | 0.90 | 228,748.50 | 1.00 | 254,165.00 | ||
| 807-06 | structural metalwork | lump | LUMP | 800,000.00 | 800,000.00 | 800,000.00 | 800,000.00 | 1,200,000.00 | 1,200,000.00 | ||
| 810-01 | concrete railing (type f-shaped pl2) | 1,440.00 | LNFT | 56.00 | 80,640.00 | 75.00 | 108,000.00 | 90.00 | 129,600.00 | ||
| 813-01 | concrete approach slabs | 362.92 | SQYD | 180.00 | 65,325.60 | 220.00 | 79,842.40 | 300.00 | 108,876.00 | ||
| 814-01-D | drilled shaft (36" diameter) | 150.0 | LNFT | 400.00 | 60,000.00 | 130.00 | 19,500.00 | 1,000.00 | 150,000.00 | ||
| S-001 | sawcutting | 57,821 | INFT | 1.30 | 75,167.30 | 1.00 | 57,821.00 | 1.00 | 57,821.00 | ||
| S-002 | dynamic message sign unit | 4 | EACH | 20,000.00 | 80,000.00 | 24,000.00 | 96,000.00 | 26,000.00 | 104,000.00 | ||
| S-003 | removal, storage and replacement of existing roadway signs |
lump | LUMP | 10,000.00 | 10,000.00 | 8,000.00 | 8,000.00 | 40,000.00 | 40,000.00 | ||
| S-004 | adjusting guard rail | 425.0 | LF | 15.00 | 6,375.00 | 23.00 | 9,775.00 | 20.00 | 8,500.00 | ||
| S-005 | pile protection | 2 | EACH | 40,000.00 | 80,000.00 | 30,000.00 | 60,000.00 | 40,000.00 | 80,000.00 | ||
| S-006 | relocation of electrical transformer and conduits (lt. of sta. 201+80.69) |
lump | LUMP | 6,300.00 | 6,300.00 | 10,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | ||
| S-101 | removal and handling of existing girders,diaphragms & guardrail. |
lump | LUMP | 170,000.00 | 170,000.00 | 240,000.00 | 240,000.00 | 80,000.00 | 80,000.00 | ||
| S-102 | new anchor bolts (for deck joints) set in pre-drilled holes on existing endwalls |
48 | EACH | 90.00 | 4,320.00 | 105.00 | 5,040.00 | 200.00 | 9,600.00 | ||
| S-103 | extension of existing anchor bolts (for girders) | 192 | EACH | 70.00 | 13,440.00 | 61.00 | 11,712.00 | 100.00 | 19,200.00 | ||
| S-104 | new anchor bolts (for girders) set in pre-drilled holes on existing portions of bent caps |
48 | EACH | 90.00 | 4,320.00 | 70.00 | 3,360.00 | 200.00 | 9,600.00 | ||
| S-105 | risers built with non-shrink grout | 36 | EACH | 300.00 | 10,800.00 | 360.00 | 12,960.00 | 350.00 | 12,600.00 | ||
| S-106 | top flange treatment for re-used girders | 92 | EACH | 100.00 | 9,200.00 | 650.00 | 59,800.00 | 600.00 | 55,200.00 | ||
| S-107 | bottom flange treatment for re-used girders | 92 | EACH | 500.00 | 46,000.00 | 725.00 | 66,700.00 | 600.00 | 55,200.00 | ||
| ITEM TOTAL (CONSTRUCTION BID) | 5,524,752.50 | 5,927,503.37 | 7,171,967.11 | ||||||||
| NUMBER OF DAYS BID AT $1,000 PER DAY. | 470,000.00 | 470,000.00 | 465,000.00 | ||||||||
| TOTAL BID | 5,994,752.50 | 6,397,503.37 | 7,636,967.11 | ||||||||