| REBID |
| ||
| DBE GOAL FED | |||
| Lead Project: 742-07-0098 | |||
| Parish: RAPIDES | |||
| Routes: LA 3144 | |||
| Description: SUSEK DRIVE | |||
| Type Const:
grad, drain struct, lime trmt, class ii bc, superpave acp, pccp, sanitary sewer, box culvert, slab span bridges, and related work | |||
| Estimated Construction Cost: $8,423,933.28 | |||
| Maximum Number of Days Allowed for Construction: 590 | |||
| Calculated Daily User Cost: $3,000.00 | |||
| Rank | License | Bidder | Construction Bid | Bidder's Proposed Contract Time | Total Bid |
|---|---|---|---|---|---|
| 1 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $8,599,900.00 | 400 | $9,799,900.00 |
| 2 | 34567 | JAMES CONSTRUCTION GROUP LLC | $9,472,990.20 | 480 | $10,912,990.20 |
| 3 | 43371 | RMD HOLDINGS LTD | $10,493,486.05 | 320 | $11,453,486.05 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - GILCHRIST CONSTRUCTION CO. LLC |
- 2 - JAMES CONSTRUCTION GROUP LLC |
- 3 - RMD HOLDINGS LTD |
|
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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 | 30,000.00 | 30,000.00 | 190,000.00 | 190,000.00 | 47,000.00 | 47,000.00 | ||
| 202-02-A-01 | removal of bridges (sta. 10+611.610; 7.569 m x 17.351 m concrete slab span bridge with timber piles) |
1 | ea | 9,000.00 | 9,000.00 | 75,000.00 | 75,000.00 | 20,000.00 | 20,000.00 | ||
| 202-02-A-02 | removal of bridges (sta. 10+991.970; 7.575 m x 10.328 m concrete slab span bridge with timber piles) |
1 | ea | 9,000.00 | 9,000.00 | 75,000.00 | 75,000.00 | 20,000.00 | 20,000.00 | ||
| 202-02-A-03 | removal of bridges (sta. 11+182.497; 7.573 m x 10.304 m concrete slab span bridge with timber piles) |
1 | ea | 9,000.00 | 9,000.00 | 75,000.00 | 75,000.00 | 20,000.00 | 20,000.00 | ||
| 202-02-A-04 | removal of bridges (sta. 11+627.055; 7.563 m x 17.318 m concrete slab span bridge with timber piles) |
1 | ea | 9,000.00 | 9,000.00 | 75,000.00 | 75,000.00 | 20,000.00 | 20,000.00 | ||
| 202-02-C | removal of portland cement concrete pavement | 1,380 | sq m | 8.00 | 11,040.00 | 15.00 | 20,700.00 | 15.00 | 20,700.00 | ||
| 202-02-D | removal of concrete walks & drives | 2,753 | sq m | 7.00 | 19,271.00 | 10.00 | 27,530.00 | 11.00 | 30,283.00 | ||
| 202-02-F | removal of concrete combination curb & gutter | 63.8 | ln m | 17.00 | 1,084.60 | 25.00 | 1,595.00 | 19.00 | 1,212.20 | ||
| 203-01 | general excavation | 25,675 | cu m | 12.00 | 308,100.00 | 10.00 | 256,750.00 | 12.00 | 308,100.00 | ||
| 203-02 | drainage excavation | 1,792 | cu m | 12.00 | 21,504.00 | 16.00 | 28,672.00 | 15.00 | 26,880.00 | ||
| 203-03 | embankment | 26,457 | cu m | 14.00 | 370,398.00 | 17.00 | 449,769.00 | 14.00 | 370,398.00 | ||
| 204-02 | temporary hay or straw bales | 1,442 | ea | 19.00 | 27,398.00 | 10.00 | 14,420.00 | 20.00 | 28,840.00 | ||
| 204-05-A | temporary sediment check dams (hay) | 48 | ea | 230.00 | 11,040.00 | 115.00 | 5,520.00 | 100.00 | 4,800.00 | ||
| 204-05-B | temporary sediment check dams (stone) | 6 | ea | 700.00 | 4,200.00 | 650.00 | 3,900.00 | 750.00 | 4,500.00 | ||
| 204-06 | temporary silt fencing | 4,735 | ln m | 4.00 | 18,940.00 | 5.00 | 23,675.00 | 3.50 | 16,572.50 | ||
| 204-07 | temporary stone construction entrance | 2 | ea | 3,000.00 | 6,000.00 | 3,000.00 | 6,000.00 | 2,500.00 | 5,000.00 | ||
| 302-02-C | class ii base course (200 mm thick) | 536.6 | sq m | 33.00 | 17,707.80 | 34.00 | 18,244.40 | 33.00 | 17,707.80 | ||
| 302-02-E | class ii base course (250 mm thick) | 33,233.4 | sq m | 25.00 | 830,835.00 | 31.00 | 1,030,235.40 | 30.00 | 997,002.00 | ||
| 304-05 | lime treatment (type e) (300 mm thick) | 170.56 | Mg | 100.00 | 17,056.00 | 150.00 | 25,584.00 | 360.00 | 61,401.60 | ||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 1,000.0 | cu m | 50.00 | 50,000.00 | 65.00 | 65,000.00 | 57.00 | 57,000.00 | ||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
47.6 | Mg | 300.00 | 14,280.00 | 300.00 | 14,280.00 | 275.00 | 13,090.00 | ||
| 601-01-G | portland cement concrete pavement (200 mm thick) | 27,221.7 | sq m | 48.00 | 1,306,641.60 | 55.00 | 1,497,193.50 | 65.00 | 1,769,410.50 | ||
| 601-02-G | portland cement concrete pavement (200 mm thick) (crossovers & turnouts) |
4,287.7 | sq m | 96.00 | 411,619.20 | 90.00 | 385,893.00 | 87.00 | 373,029.90 | ||
| 601-04 | portland cement concrete pavement coring | 40 | ea | 150.00 | 6,000.00 | 75.00 | 3,000.00 | 180.00 | 7,200.00 | ||
| 701-03-F | storm drain pipe (375 mm rcp/pcp) | 2,528.5 | ln m | 115.00 | 290,777.50 | 130.00 | 328,705.00 | 125.50 | 317,326.75 | ||
| 701-03-F/G-01 | storm drain pipe (375 mm rpvccp/450 mm cmp)(outfall) | 45.0 | ln m | 150.00 | 6,750.00 | 130.00 | 5,850.00 | 130.00 | 5,850.00 | ||
| 701-03-G | storm drain pipe (450 mm rcp/pcp) | 417.9 | ln m | 130.00 | 54,327.00 | 140.00 | 58,506.00 | 142.00 | 59,341.80 | ||
| 701-03-G/H-01 | storm drain pipe (450 mm rpvccp/525 mm cmp)(outfall) | 31.9 | ln m | 190.00 | 6,061.00 | 140.00 | 4,466.00 | 145.00 | 4,625.50 | ||
| 701-03-I | storm drain pipe (600 mm rcp/pcp) | 350.7 | ln m | 175.00 | 61,372.50 | 275.00 | 96,442.50 | 189.00 | 66,282.30 | ||
| 701-03-I/J-01 | storm drain pipe (600 mm rpvccp/675 mm cmp)(outfall) | 133.4 | ln m | 220.00 | 29,348.00 | 275.00 | 36,685.00 | 190.00 | 25,346.00 | ||
| 701-03-K | storm drain pipe (750 mm rcp/pcp) | 13.9 | ln m | 250.00 | 3,475.00 | 350.00 | 4,865.00 | 295.00 | 4,100.50 | ||
| 701-03-M/N-01 | storm drain pipe (900 mm rpvccp/1050 mm cmp)(outfall) | 9.5 | ln m | 330.00 | 3,135.00 | 400.00 | 3,800.00 | 389.00 | 3,695.50 | ||
| 701-03-Q | storm drain pipe (1500 mm rcp/pcp) | 77.8 | ln m | 790.00 | 61,462.00 | 900.00 | 70,020.00 | 587.00 | 45,668.60 | ||
| 701-03-Q/R-01 | storm drain pipe (1500 mm rpvccp/1650 mm cmp)(outfall) | 18.0 | ln m | 420.00 | 7,560.00 | 900.00 | 16,200.00 | 590.00 | 10,620.00 | ||
| 701-09 | fabricating pipe fittings | 5 | ea | 700.00 | 3,500.00 | 2,000.00 | 10,000.00 | 760.00 | 3,800.00 | ||
| 701-10-F | reinforced concrete pipe (extension)(375 mm) | 2.0 | ln m | 325.00 | 650.00 | 400.00 | 800.00 | 200.00 | 400.00 | ||
| 701-10-I | reinforced concrete pipe (extension)(600 mm) | 2.0 | ln m | 370.00 | 740.00 | 500.00 | 1,000.00 | 240.00 | 480.00 | ||
| 701-15 | concrete collar | 2 | ea | 700.00 | 1,400.00 | 2,000.00 | 4,000.00 | 500.00 | 1,000.00 | ||
| 702-02-A | manholes (mh-06) | 2 | ea | 5,500.00 | 11,000.00 | 7,000.00 | 14,000.00 | 4,500.00 | 9,000.00 | ||
| 702-02-F | manholes (mh-01m) | 11 | ea | 5,500.00 | 60,500.00 | 3,200.00 | 35,200.00 | 3,900.00 | 42,900.00 | ||
| 702-02-G | manholes (type ii) | 7 | ea | 7,500.00 | 52,500.00 | 3,700.00 | 25,900.00 | 4,200.00 | 29,400.00 | ||
| 702-03-A | catch basins (cb-01m) | 36 | ea | 3,500.00 | 126,000.00 | 2,500.00 | 90,000.00 | 2,100.00 | 75,600.00 | ||
| 702-03-C | catch basins (cb-06m) | 86 | ea | 4,000.00 | 344,000.00 | 3,500.00 | 301,000.00 | 3,900.00 | 335,400.00 | ||
| 702-03-D | catch basins (cb-07m) | 34 | ea | 4,900.00 | 166,600.00 | 4,100.00 | 139,400.00 | 4,800.00 | 163,200.00 | ||
| 702-03-F | catch basins (cb-08m) | 16 | ea | 7,000.00 | 112,000.00 | 7,000.00 | 112,000.00 | 5,700.00 | 91,200.00 | ||
| 702-03-G | catch basins (cb-09m) | 1 | ea | 6,000.00 | 6,000.00 | 5,000.00 | 5,000.00 | 4,800.00 | 4,800.00 | ||
| 702-04-A | adjusting manholes | 11 | ea | 1,200.00 | 13,200.00 | 1,000.00 | 11,000.00 | 900.00 | 9,900.00 | ||
| 702-04-A-01 | adjusting manholes (special detail) | 5 | ea | 1,400.00 | 7,000.00 | 1,500.00 | 7,500.00 | 1,800.00 | 9,000.00 | ||
| 702-04-B | adjusting catch basins | 1 | ea | 2,800.00 | 2,800.00 | 1,500.00 | 1,500.00 | 1,800.00 | 1,800.00 | ||
| 706-01-A | concrete walk (100 mm thick) | 6,035.0 | sq m | 44.00 | 265,540.00 | 45.00 | 271,575.00 | 58.00 | 350,030.00 | ||
| 706-02-C | concrete drive (150 mm thick) | 3,764.9 | sq m | 52.00 | 195,774.80 | 51.00 | 192,009.90 | 72.00 | 271,072.80 | ||
| 706-04 | handicapped curb ramps | 21 | ea | 600.00 | 12,600.00 | 500.00 | 10,500.00 | 1,200.00 | 25,200.00 | ||
| 707-01 | concrete curb | 7,011.0 | ln m | 8.50 | 59,593.50 | 7.00 | 49,077.00 | 80.00 | 560,880.00 | ||
| 707-03 | combination concrete curb & gutter | 279.7 | ln m | 58.00 | 16,222.60 | 100.00 | 27,970.00 | 150.00 | 41,955.00 | ||
| 711-01-B | riprap (5 kg, 260 mm thick) | 48 | sq m | 80.00 | 3,840.00 | 50.00 | 2,400.00 | 120.00 | 5,760.00 | ||
| 711-01-C | riprap (15 kg, 365 mm thick) | 356 | sq m | 80.00 | 28,480.00 | 60.00 | 21,360.00 | 120.00 | 42,720.00 | ||
| 711-04 | geotextile fabric | 404 | sq m | 2.50 | 1,010.00 | 3.00 | 1,212.00 | 3.60 | 1,454.40 | ||
| 712-04 | flexible revetment | 584 | sq m | 80.00 | 46,720.00 | 74.00 | 43,216.00 | 78.00 | 45,552.00 | ||
| 713-01 | temporary signs & barricades | lump | lump | 255,000.00 | 255,000.00 | 300,000.00 | 300,000.00 | 550,000.00 | 550,000.00 | ||
| 713-03-B-01 | temporary pvmt. markings (broken line)(100 mm w)(3.0 m l)(type i removable) |
1.000 | km | 1,800.00 | 1,800.00 | 1,900.00 | 1,900.00 | 1,500.00 | 1,500.00 | ||
| 713-04-A-01 | temporary pavement markings (solid line)(100 mm width) (type i removable) |
7.200 | km | 5,500.00 | 39,600.00 | 7,300.00 | 52,560.00 | 5,000.00 | 36,000.00 | ||
| 716-01-A | mulch (vegetative) | 25,000 | kg | 0.70 | 17,500.00 | 0.60 | 15,000.00 | 1.00 | 25,000.00 | ||
| 717-01 | seeding | 460 | kg | 20.00 | 9,200.00 | 18.50 | 8,510.00 | 19.00 | 8,740.00 | ||
| 718-01 | fertilizer | 15,160 | kg | 1.00 | 15,160.00 | 0.90 | 13,644.00 | 0.50 | 7,580.00 | ||
| 720-01-A | erosion control system, slope protection (type a) | 3,400 | sq m | 1.60 | 5,440.00 | 1.50 | 5,100.00 | 1.50 | 5,100.00 | ||
| 722-01 | project site laboratory | 1 | ea | 30,000.00 | 30,000.00 | 30,000.00 | 30,000.00 | 45,000.00 | 45,000.00 | ||
| 726-01 | bedding material | 309.1 | cu m | 115.00 | 35,546.50 | 85.00 | 26,273.50 | 120.00 | 37,092.00 | ||
| 727-01 | mobilization | lump | lump | 850,000.00 | 850,000.00 | 940,000.00 | 940,000.00 | 792,000.00 | 792,000.00 | ||
| 729-16-C | object marker assembly (type 3) | 8 | ea | 90.00 | 720.00 | 85.00 | 680.00 | 120.00 | 960.00 | ||
| 732-01-C | plastic pavement striping (200 mm width) | 69.0 | ln m | 4.50 | 310.50 | 4.00 | 276.00 | 4.00 | 276.00 | ||
| 732-01-E | plastic pavement striping (600 mm width) | 65.0 | ln m | 15.50 | 1,007.50 | 12.00 | 780.00 | 13.50 | 877.50 | ||
| 732-02-A | plastic pavement striping (solid line)(100 mm width) | 13.860 | km | 1,700.00 | 23,562.00 | 2,075.00 | 28,759.50 | 1,500.00 | 20,790.00 | ||
| 732-04-A | plastic pavement legends & symbols (arrow) | 3 | ea | 250.00 | 750.00 | 250.00 | 750.00 | 215.00 | 645.00 | ||
| 732-04-C | plastic pavement legends & symbols (only) | 3 | ea | 245.00 | 735.00 | 250.00 | 750.00 | 215.00 | 645.00 | ||
| 735-01 | mailboxes | 59 | ea | 10.00 | 590.00 | 10.00 | 590.00 | 5.00 | 295.00 | ||
| 735-02 | mailbox supports (single) | 34 | ea | 150.00 | 5,100.00 | 150.00 | 5,100.00 | 130.00 | 4,420.00 | ||
| 735-03 | mailbox supports (double) | 11 | ea | 160.00 | 1,760.00 | 225.00 | 2,475.00 | 150.00 | 1,650.00 | ||
| 735-04 | mailbox supports (multiple) | 1 | ea | 300.00 | 300.00 | 360.00 | 360.00 | 180.00 | 180.00 | ||
| 740-01 | construction layout | lump | lump | 200,000.00 | 200,000.00 | 275,000.00 | 275,000.00 | 275,000.00 | 275,000.00 | ||
| 742-01-B | sanitary sewer pipe (150 mm pvc) | 63.0 | ln m | 150.00 | 9,450.00 | 130.00 | 8,190.00 | 105.00 | 6,615.00 | ||
| 742-01-C-01 | sanitary sewer pipe (200 mm pvc) | 260.0 | ln m | 450.00 | 117,000.00 | 165.00 | 42,900.00 | 120.00 | 31,200.00 | ||
| 742-01-C-02 | sanitary sewer pipe (200 mm di) | 56.0 | ln m | 480.00 | 26,880.00 | 230.00 | 12,880.00 | 180.00 | 10,080.00 | ||
| 742-01-D | sanitary sewer pipe (250 mm di) | 46.0 | ln m | 610.00 | 28,060.00 | 265.00 | 12,190.00 | 195.00 | 8,970.00 | ||
| 742-02 | adjusting sanitary sewer house connection | 5 | ea | 1,800.00 | 9,000.00 | 1,500.00 | 7,500.00 | 270.00 | 1,350.00 | ||
| 742-03 | adjusting sanitary sewer service lines | 270 | ln m | 95.00 | 25,650.00 | 75.00 | 20,250.00 | 30.00 | 8,100.00 | ||
| 804-01-B | precast concrete piles (350 mm) | 930.0 | ln m | 130.00 | 120,900.00 | 200.00 | 186,000.00 | 240.00 | 223,200.00 | ||
| 804-12 | loading permanent piles | 2 | ea | 500.00 | 1,000.00 | 1,000.00 | 2,000.00 | 1,200.00 | 2,400.00 | ||
| 805-01-B | class a concrete (box culvert headwalls) | 61.13 | cu m | 1,400.00 | 85,582.00 | 1,450.00 | 88,638.50 | 1,965.00 | 120,120.45 | ||
| 805-01-C | class a concrete (retaining walls) | 10.87 | cu m | 1,600.00 | 17,392.00 | 1,450.00 | 15,761.50 | 1,965.00 | 21,359.55 | ||
| 805-01-F | class a concrete (bents) | 69.42 | cu m | 1,500.00 | 104,130.00 | 1,400.00 | 97,188.00 | 1,575.00 | 109,336.50 | ||
| 805-03 | class aa concrete | 266.00 | cu m | 800.00 | 212,800.00 | 750.00 | 199,500.00 | 1,179.00 | 313,614.00 | ||
| 805-12-M | reinforced concrete box culverts (1800 mm x 1800 mm) | 77.10 | ln m | 1,800.00 | 138,780.00 | 1,550.00 | 119,505.00 | 2,100.00 | 161,910.00 | ||
| 805-12-V | reinforced concrete box culverts (2700 mm x 2700 mm) | 62.10 | ln m | 3,000.00 | 186,300.00 | 2,550.00 | 158,355.00 | 3,000.00 | 186,300.00 | ||
| 806-01 | deformed reinforcing steel | 37,686 | kg | 1.90 | 71,603.40 | 2.00 | 75,372.00 | 4.20 | 158,281.20 | ||
| 810-01 | concrete railing (barrier) | 223.90 | ln m | 170.00 | 38,063.00 | 145.00 | 32,465.50 | 250.00 | 55,975.00 | ||
| 810-03 | pipe railing (75 mm) | 60.00 | ln m | 950.00 | 57,000.00 | 900.00 | 54,000.00 | 1,200.00 | 72,000.00 | ||
| 813-01 | concrete approach slabs | 642.60 | sq m | 240.00 | 154,224.00 | 210.00 | 134,946.00 | 252.00 | 161,935.20 | ||
| S-001 | saw cutting concrete pavement (25 mm/meter) | 1,080.0 | ln m | 5.00 | 5,400.00 | 4.00 | 4,320.00 | 5.00 | 5,400.00 | ||
| S-002 | sanitary sewer pipe service connection w/cleanout | 7 | ea | 650.00 | 4,550.00 | 1,500.00 | 10,500.00 | 300.00 | 2,100.00 | ||
| S-003 | relocated/rebuild block planters, brick structures, signs, brick columns w/ light and replace vegetation in planters |
6 | ea | 4,000.00 | 24,000.00 | 3,500.00 | 21,000.00 | 4,500.00 | 27,000.00 | ||
| S-004 | permanent rock check dam (adjusted vehicular measurement) |
290.00 | cu m | 300.00 | 87,000.00 | 310.00 | 89,900.00 | 300.00 | 87,000.00 | ||
| ITEM TOTAL (CONSTRUCTION BID) | 8,599,900.00 | 9,472,990.20 | 10,493,486.05 | ||||||||
| NUMBER OF DAYS BID AT $3,000 PER DAY. | 1,200,000.00 | 1,440,000.00 | 960,000.00 | ||||||||
| TOTAL BID | 9,799,900.00 | 10,912,990.20 | 11,453,486.05 | ||||||||