| |||
| DBE GOAL FED | |||
| Lead Project: 069-01-0016 | |||
| Parish: LINCOLN | |||
| Routes: LA 33 | |||
| Description: JCT. I-20 - LA 821 | |||
| Type Const:
grading, drainage structures, class ii base course, s'pave asphaltic concrete, portland cement concrete pavement, lime treatment, pvmt patching and related work. | |||
| Estimated Construction Cost: $16,815,116.55 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 34567 | JAMES CONSTRUCTION GROUP LLC | $16,885,359.89 |
| 2 | 39462 | DENTON-JAMES LLC | $16,955,910.80 |
| 3 | 15099 | AMETHYST CONSTRUCTION, INC. | $17,889,027.99 |
| 4 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $19,898,077.55 |
| 5 | 38936 | SOUTHERN INDUSTRIAL CONTRACTORS LLC | $21,334,194.10 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - JAMES CONSTRUCTION GROUP LLC |
- 2 - DENTON-JAMES LLC |
- 3 - AMETHYST CONSTRUCTION, INC. |
- 4 - GILCHRIST CONSTRUCTION CO. LLC |
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing and grubbing | lump | lump | 180,000.00 | 180,000.00 | 820,000.00 | 820,000.00 | 400,000.00 | 400,000.00 | 800,000.00 | 800,000.00 |
| 202-01 | removal of structures & obstructions | lump | lump | 35,000.00 | 35,000.00 | 115,000.00 | 115,000.00 | 270,000.00 | 270,000.00 | 80,000.00 | 80,000.00 |
| 202-02-B-01 | removal of concrete box culverts(sta.1+275.85; 0.61mx1.69mx21.92m) |
1 | ea | 1.00 | 1.00 | 12,000.00 | 12,000.00 | 1.00 | 1.00 | 4,000.00 | 4,000.00 |
| 202-02-B-02 | removal of concrete box culverts(sta.2+628.42; 0.61mx0.61mx16.35m) |
1 | ea | 5,000.00 | 5,000.00 | 12,000.00 | 12,000.00 | 3,000.00 | 3,000.00 | 4,000.00 | 4,000.00 |
| 202-02-B-03 | removal of concrete box culverts(sta.3+059.92; 2.44mx2.44mx23.94m) |
1 | ea | 7,000.00 | 7,000.00 | 25,000.00 | 25,000.00 | 15,000.00 | 15,000.00 | 15,000.00 | 15,000.00 |
| 202-02-B-04 | removal of concrete box culverts(sta.3+182.07; 1.22mx0.85mx27.29m) |
1 | ea | 1.00 | 1.00 | 10,000.00 | 10,000.00 | 1.00 | 1.00 | 4,000.00 | 4,000.00 |
| 202-02-B-05 | removal of concrete box culverts(sta.3+440.01; 1.40mx1.31mx24.22m) |
1 | ea | 7,000.00 | 7,000.00 | 25,000.00 | 25,000.00 | 4,000.00 | 4,000.00 | 10,000.00 | 10,000.00 |
| 202-02-B-06 | removal of concrete box culverts(sta.3+798.66; 0.61mx0.61mx16.37m) |
1 | ea | 3,000.00 | 3,000.00 | 10,000.00 | 10,000.00 | 3,000.00 | 3,000.00 | 4,000.00 | 4,000.00 |
| 202-02-B-07 | removal of concrete box culverts(sta.4+427.27; 0.61mx0.61mx16.02m) |
1 | ea | 3,000.00 | 3,000.00 | 10,000.00 | 10,000.00 | 3,000.00 | 3,000.00 | 4,000.00 | 4,000.00 |
| 202-02-B-08 | removal of concrete box culverts(sta.4+884.47; 1.22mx.92mx26.72m) |
1 | ea | 3,000.00 | 3,000.00 | 10,000.00 | 10,000.00 | 5,000.00 | 5,000.00 | 4,000.00 | 4,000.00 |
| 202-02-D | removal of concrete walks & drives | 9,177 | sq m | 5.00 | 45,885.00 | 10.00 | 91,770.00 | 6.00 | 55,062.00 | 8.50 | 78,004.50 |
| 202-02-F | removal of concrete combination curb & gutter | 430.6 | ln m | 15.00 | 6,459.00 | 24.00 | 10,334.40 | 24.00 | 10,334.40 | 25.00 | 10,765.00 |
| 202-02-G | removal of surfacing & stabilized base | 44,028.1 | sq m | 8.00 | 352,224.80 | 4.00 | 176,112.40 | 7.00 | 308,196.70 | 4.40 | 193,723.64 |
| 202-02-H | removal of guard rail | 120 | ln m | 10.00 | 1,200.00 | 16.00 | 1,920.00 | 10.00 | 1,200.00 | 16.00 | 1,920.00 |
| 202-02-I | removal of existing traffic signal equipment | lump | lump | 5,000.00 | 5,000.00 | 5,000.00 | 5,000.00 | 5,500.00 | 5,500.00 | 9,500.00 | 9,500.00 |
| 203-01 | general excavation (plan quantity measurement) | 38,764 | cu m | 20.00 | 775,280.00 | 13.00 | 503,932.00 | 14.00 | 542,696.00 | 19.00 | 736,516.00 |
| 203-02 | drainage excavation (plan quantity measurement) | 415 | cu m | 20.00 | 8,300.00 | 35.00 | 14,525.00 | 14.00 | 5,810.00 | 35.00 | 14,525.00 |
| 203-03 | embankment(plan quantity measurement) | 19,098 | cu m | 25.00 | 477,450.00 | 35.00 | 668,430.00 | 18.00 | 343,764.00 | 30.00 | 572,940.00 |
| 204-02 | temporary hay or straw bales | 196 | ea | 20.00 | 3,920.00 | 9.00 | 1,764.00 | 15.00 | 2,940.00 | 18.00 | 3,528.00 |
| 204-05-A | temporary sediment check dams (hay) | 208 | ea | 175.00 | 36,400.00 | 125.00 | 26,000.00 | 200.00 | 41,600.00 | 170.00 | 35,360.00 |
| 204-06 | temporary silt fencing | 9,080 | ln m | 8.00 | 72,640.00 | 5.00 | 45,400.00 | 6.60 | 59,928.00 | 5.00 | 45,400.00 |
| 302-02-E | class ii base course (250 mm thick) | 80,390.9 | sq m | 25.00 | 2,009,772.50 | 24.00 | 1,929,381.60 | 24.50 | 1,969,577.05 | 27.50 | 2,210,749.75 |
| 302-02-F | class ii base course (300 mm thick) | 7,419.0 | sq m | 30.00 | 222,570.00 | 36.00 | 267,084.00 | 28.00 | 207,732.00 | 32.00 | 237,408.00 |
| 304-01 | lime | 607.82 | Mg | 150.00 | 91,173.00 | 130.00 | 79,016.60 | 157.00 | 95,427.74 | 158.00 | 96,035.56 |
| 304-04-D | lime treatment (type d) (300 mm thick) | 40,200 | sq m | 2.00 | 80,400.00 | 2.00 | 80,400.00 | 5.00 | 201,000.00 | 2.45 | 98,490.00 |
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 5,000.0 | cu m | 80.00 | 400,000.00 | 80.00 | 400,000.00 | 65.00 | 325,000.00 | 90.00 | 450,000.00 |
| 502-01 | superpave asphaltic concrete | 2,436.3 | Mg | 150.00 | 365,445.00 | 155.00 | 377,626.50 | 180.00 | 438,534.00 | 124.00 | 302,101.20 |
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
158.4 | Mg | 279.19 | 44,223.70 | 290.00 | 45,936.00 | 250.00 | 39,600.00 | 180.00 | 28,512.00 |
| 601-01-G | portland cement concrete pavement (200 mm thick) | 74,400.0 | sq m | 53.00 | 3,943,200.00 | 50.00 | 3,720,000.00 | 70.00 | 5,208,000.00 | 63.00 | 4,687,200.00 |
| 601-02-G | portland cement concrete pavement (200 mm thick) (crossovers & turnouts) |
3,604.1 | sq m | 100.00 | 360,410.00 | 65.00 | 234,266.50 | 76.00 | 273,911.60 | 88.00 | 317,160.80 |
| 601-04 | portland cement concrete pavement coring | 105 | ea | 100.00 | 10,500.00 | 100.00 | 10,500.00 | 150.00 | 15,750.00 | 100.00 | 10,500.00 |
| 602-05 | full depth patching of jointed concrete pavement | 126.0 | sq m | 400.00 | 50,400.00 | 250.00 | 31,500.00 | 372.00 | 46,872.00 | 180.00 | 22,680.00 |
| 701-01-K | cross drain pipe (750 mm rcp/pcp) | 149.0 | ln m | 390.00 | 58,110.00 | 360.00 | 53,640.00 | 260.00 | 38,740.00 | 420.00 | 62,580.00 |
| 701-01-M | cross drain pipe (900 mm rcp/pcp) | 34.0 | ln m | 620.00 | 21,080.00 | 580.00 | 19,720.00 | 390.00 | 13,260.00 | 520.00 | 17,680.00 |
| 701-01-O | cross drain pipe (1200 mm rcp/pcp) | 30.0 | ln m | 770.00 | 23,100.00 | 1,000.00 | 30,000.00 | 550.00 | 16,500.00 | 740.00 | 22,200.00 |
| 701-01-S | cross drain pipe (1800 mm rcp/pcp) | 38.0 | ln m | 770.00 | 29,260.00 | 1,600.00 | 60,800.00 | 1,300.00 | 49,400.00 | 1,400.00 | 53,200.00 |
| 701-03-F | storm drain pipe (375 mm rcp/pcp) | 4,729.0 | ln m | 240.00 | 1,134,960.00 | 200.00 | 945,800.00 | 155.00 | 732,995.00 | 230.00 | 1,087,670.00 |
| 701-03-G | storm drain pipe (450 mm rcp/pcp) | 468.0 | ln m | 270.00 | 126,360.00 | 210.00 | 98,280.00 | 170.00 | 79,560.00 | 235.00 | 109,980.00 |
| 701-03-I | storm drain pipe (600 mm rcp/pcp) | 139.0 | ln m | 320.00 | 44,480.00 | 280.00 | 38,920.00 | 200.00 | 27,800.00 | 290.00 | 40,310.00 |
| 701-03-M | storm drain pipe (900 mm rcp/pcp) | 143.0 | ln m | 460.00 | 65,780.00 | 370.00 | 52,910.00 | 360.00 | 51,480.00 | 465.00 | 66,495.00 |
| 701-04-G | storm drain pipe arch (1050 mm equiv. rcpa) | 70.0 | ln m | 600.00 | 42,000.00 | 470.00 | 32,900.00 | 490.00 | 34,300.00 | 585.00 | 40,950.00 |
| 701-05-G | side drain pipe (450 mm) | 35.2 | ln m | 220.00 | 7,744.00 | 190.00 | 6,688.00 | 200.00 | 7,040.00 | 200.00 | 7,040.00 |
| 702-02-B | manholes (r-cb-11) | 15 | ea | 5,700.00 | 85,500.00 | 4,500.00 | 67,500.00 | 6,200.00 | 93,000.00 | 7,000.00 | 105,000.00 |
| 702-03-A | catch basins (cb-01) | 34 | ea | 3,500.00 | 119,000.00 | 2,400.00 | 81,600.00 | 3,000.00 | 102,000.00 | 2,300.00 | 78,200.00 |
| 702-03-C | catch basins (cb-06) | 54 | ea | 4,500.00 | 243,000.00 | 3,600.00 | 194,400.00 | 4,200.00 | 226,800.00 | 4,500.00 | 243,000.00 |
| 702-03-D | catch basins (cb-07) | 64 | ea | 4,800.00 | 307,200.00 | 4,400.00 | 281,600.00 | 4,800.00 | 307,200.00 | 5,000.00 | 320,000.00 |
| 702-03-F | catch basins (cb-08) | 25 | ea | 7,500.00 | 187,500.00 | 6,500.00 | 162,500.00 | 6,500.00 | 162,500.00 | 7,400.00 | 185,000.00 |
| 702-04 | adjusting sanatary sewer manholes | 15 | ea | 1,000.00 | 15,000.00 | 2,000.00 | 30,000.00 | 2,000.00 | 30,000.00 | 3,500.00 | 52,500.00 |
| 703-03 | perforated pipe underdrains | 7,016 | ln m | 30.00 | 210,480.00 | 30.00 | 210,480.00 | 22.00 | 154,352.00 | 37.00 | 259,592.00 |
| 706-02-A | concrete drive (100 mm thick) | 6,800.0 | sq m | 30.00 | 204,000.00 | 42.00 | 285,600.00 | 75.00 | 510,000.00 | 48.00 | 326,400.00 |
| 707-01 | concrete curb | 7,338.8 | ln m | 10.00 | 73,388.00 | 14.00 | 102,743.20 | 30.00 | 220,164.00 | 15.00 | 110,082.00 |
| 708-01 | right-of-way monument | 167 | ea | 200.00 | 33,400.00 | 120.00 | 20,040.00 | 140.00 | 23,380.00 | 200.00 | 33,400.00 |
| 713-01 | temporary signs & barricades | lump | lump | 130,000.00 | 130,000.00 | 300,000.00 | 300,000.00 | 750,000.00 | 750,000.00 | 500,000.00 | 500,000.00 |
| 713-04-A | temporary pavement markings (solid line)(100 mm width) | 9.000 | km | 355.33 | 3,197.97 | 350.00 | 3,150.00 | 400.00 | 3,600.00 | 580.00 | 5,220.00 |
| 713-04-A-01 | temporary pavement markings (solid line)(100 mm width) (type i removable) |
16.144 | km | 4,500.00 | 72,648.00 | 4,500.00 | 72,648.00 | 5,000.00 | 80,720.00 | 12,000.00 | 193,728.00 |
| 717-01 | seeding | 301 | kg | 17.60 | 5,297.60 | 20.00 | 6,020.00 | 33.00 | 9,933.00 | 20.00 | 6,020.00 |
| 718-01 | fertilizer | 7,490 | kg | 0.55 | 4,119.50 | 0.60 | 4,494.00 | 2.00 | 14,980.00 | 0.70 | 5,243.00 |
| 722-01 | project site laboratory | 1 | ea | 15,000.00 | 15,000.00 | 20,000.00 | 20,000.00 | 12,000.00 | 12,000.00 | 100,000.00 | 100,000.00 |
| 726-01 | bedding material | 1,805.1 | cu m | 80.00 | 144,408.00 | 90.00 | 162,459.00 | 85.00 | 153,433.50 | 85.00 | 153,433.50 |
| 727-01 | mobilization | lump | lump | 1,600,000.00 | 1,600,000.00 | 1,700,000.00 | 1,700,000.00 | 850,000.00 | 850,000.00 | 1,980,000.00 | 1,980,000.00 |
| 729-01 | sign (type a) | 0.46 | sq m | 500.00 | 230.00 | 1,000.00 | 460.00 | 500.00 | 230.00 | 900.00 | 414.00 |
| 729-16-B | object marker assembly (type 2) | 18 | ea | 60.00 | 1,080.00 | 80.00 | 1,440.00 | 70.00 | 1,260.00 | 70.00 | 1,260.00 |
| 730-08-A | electrical service point (existing power pole) | 1 | ea | 1,000.00 | 1,000.00 | 1,000.00 | 1,000.00 | 1,000.00 | 1,000.00 | 9,000.00 | 9,000.00 |
| 731-02 | reflectorized raised pavement markers | 1,427 | ea | 5.08 | 7,249.16 | 5.00 | 7,135.00 | 5.20 | 7,420.40 | 6.00 | 8,562.00 |
| 732-01-C | plastic pavement striping (200 mm width) | 170 | ln m | 15.23 | 2,589.10 | 15.00 | 2,550.00 | 15.00 | 2,550.00 | 3.50 | 595.00 |
| 732-01-E | plastic pavement striping (600 mm width) | 336 | ln m | 25.38 | 8,527.68 | 25.00 | 8,400.00 | 25.00 | 8,400.00 | 10.00 | 3,360.00 |
| 732-02-A | plastic pavement striping (solid line)(100 mm width) | 17.496 | km | 2,100.00 | 36,741.60 | 2,100.00 | 36,741.60 | 2,100.00 | 36,741.60 | 1,900.00 | 33,242.40 |
| 732-03-A-01 | plastic pvmt striping(broken line)(100mmwidth) preformed marking tape (type v) |
14.880 | km | 3,857.87 | 57,405.11 | 3,800.00 | 56,544.00 | 3,800.00 | 56,544.00 | 2,900.00 | 43,152.00 |
| 732-04-A | plastic pavement legends & symbols (arrow) | 40 | ea | 355.33 | 14,213.20 | 350.00 | 14,000.00 | 350.00 | 14,000.00 | 200.00 | 8,000.00 |
| 732-04-B | plastic pavement legends & symbols (double arrow) | 1 | ea | 456.85 | 456.85 | 450.00 | 450.00 | 450.00 | 450.00 | 230.00 | 230.00 |
| 732-04-C | plastic pavement legends & symbols (only) | 7 | ea | 1,015.23 | 7,106.61 | 1,000.00 | 7,000.00 | 1,000.00 | 7,000.00 | 240.00 | 1,680.00 |
| 732-05 | removal of existing markings | 1.000 | km | 11,167.51 | 11,167.51 | 11,000.00 | 11,000.00 | 6,000.00 | 6,000.00 | 4,300.00 | 4,300.00 |
| 735-01 | mailboxes | 68 | ea | 10.00 | 680.00 | 1.00 | 68.00 | 1.00 | 68.00 | 10.00 | 680.00 |
| 735-02 | mailbox supports (single) | 59 | ea | 150.00 | 8,850.00 | 130.00 | 7,670.00 | 160.00 | 9,440.00 | 180.00 | 10,620.00 |
| 735-03 | mailbox supports (double) | 3 | ea | 200.00 | 600.00 | 200.00 | 600.00 | 320.00 | 960.00 | 230.00 | 690.00 |
| 735-04 | mailbox supports (multiple) | 1 | ea | 300.00 | 300.00 | 250.00 | 250.00 | 500.00 | 500.00 | 450.00 | 450.00 |
| 736-01 | trenching and backfilling | 25 | ln m | 12.00 | 300.00 | 12.00 | 300.00 | 12.00 | 300.00 | 26.00 | 650.00 |
| 736-04-B | signal support (9.14m steel strain pole) | 4 | ea | 7,000.00 | 28,000.00 | 7,000.00 | 28,000.00 | 7,500.00 | 30,000.00 | 8,000.00 | 32,000.00 |
| 736-05-B | signal head (3 section, 0.305m led lens,r,y,g) | 9 | each | 1,400.00 | 12,600.00 | 1,400.00 | 12,600.00 | 1,500.00 | 13,500.00 | 1,300.00 | 11,700.00 |
| 736-05-C | signal head (5 section, 0.305m led lens,r,l.t.y,y,l.t.g,g) |
1 | each | 1,900.00 | 1,900.00 | 1,900.00 | 1,900.00 | 1,900.00 | 1,900.00 | 2,000.00 | 2,000.00 |
| 736-05-D | signal head (5 section, 0.305m led lens,r,y,r.t.y,g,r.t.g) |
1 | each | 1,900.00 | 1,900.00 | 1,900.00 | 1,900.00 | 1,900.00 | 1,900.00 | 2,000.00 | 2,000.00 |
| 736-06-01 | signal service (pedestal required) | 1 | ea | 1,500.00 | 1,500.00 | 1,500.00 | 1,500.00 | 1,500.00 | 1,500.00 | 2,500.00 | 2,500.00 |
| 736-08-A | signal controller(ts-2, type2; pole mounted cabinet) | 1 | ea | 15,000.00 | 15,000.00 | 15,000.00 | 15,000.00 | 17,000.00 | 17,000.00 | 14,500.00 | 14,500.00 |
| 736-10-A | underground junction box (type e) | 2 | ea | 500.00 | 1,000.00 | 500.00 | 1,000.00 | 600.00 | 1,200.00 | 520.00 | 1,040.00 |
| 736-11-A | conduit (0.05lm pec, schedule 80) | 25 | ln m | 15.00 | 375.00 | 15.00 | 375.00 | 16.00 | 400.00 | 12.00 | 300.00 |
| 736-12-A | conductor (3c,power,6 awg,concentric) | 25 | ln m | 15.00 | 375.00 | 15.00 | 375.00 | 16.00 | 400.00 | 45.00 | 1,125.00 |
| 736-12-B | conductor (6c,signal,14 awg, stranded ) | 17 | ln m | 10.00 | 170.00 | 10.00 | 170.00 | 12.00 | 204.00 | 15.00 | 255.00 |
| 736-12-C | conductor (10c,signal,14 awg,stranded ) | 287 | ln m | 12.00 | 3,444.00 | 12.00 | 3,444.00 | 13.00 | 3,731.00 | 9.00 | 2,583.00 |
| 740-01 | construction layout | lump | lump | 250,000.00 | 250,000.00 | 300,000.00 | 300,000.00 | 230,000.00 | 230,000.00 | 500,000.00 | 500,000.00 |
| 742-01-C-01 | sanitary sewer pipe (200 mm)(ductile iron pipe) | 22 | ln m | 1,625.00 | 35,750.00 | 200.00 | 4,400.00 | 180.00 | 3,960.00 | 200.00 | 4,400.00 |
| 742-02 | adjusting sanitary sewer house connections | 20 | ea | 1,000.00 | 20,000.00 | 800.00 | 16,000.00 | 2,000.00 | 40,000.00 | 50.00 | 1,000.00 |
| 742-03 | adjusting sanitary sewer service lines | 120 | ln m | 75.00 | 9,000.00 | 150.00 | 18,000.00 | 110.00 | 13,200.00 | 70.00 | 8,400.00 |
| 805-01-B | class a concrete (box culvert headwalls) | 124.43 | cu m | 1,500.00 | 186,645.00 | 1,300.00 | 161,759.00 | 1,400.00 | 174,202.00 | 1,600.00 | 199,088.00 |
| 805-01-C | class a concrete (retaining walls) | 563.16 | cu m | 1,300.00 | 732,108.00 | 1,000.00 | 563,160.00 | 1,400.00 | 788,424.00 | 1,600.00 | 901,056.00 |
| 805-12-E | reinforced concrete box culverts (1200 mm x 1200 mm) | 288.00 | ln m | 1,200.00 | 345,600.00 | 1,400.00 | 403,200.00 | 1,100.00 | 316,800.00 | 1,200.00 | 345,600.00 |
| 805-12-V | reinforced concrete box culverts (2700 mm x 2700 mm) | 44.00 | ln m | 4,000.00 | 176,000.00 | 2,600.00 | 114,400.00 | 3,400.00 | 149,600.00 | 3,600.00 | 158,400.00 |
| 806-01 | deformed reinforcing steel | 38,914 | kg | 2.00 | 77,828.00 | 2.00 | 77,828.00 | 2.00 | 77,828.00 | 2.30 | 89,502.20 |
| S-002 | extend existing rc box (sta. 3+181, rt., 1200mm x 900mm) |
6 | lnmt | 2,000.00 | 12,000.00 | 2,400.00 | 14,400.00 | 1,800.00 | 10,800.00 | 2,000.00 | 12,000.00 |
| S-003 | paved gutter drains | 5 | ea | 2,000.00 | 10,000.00 | 3,000.00 | 15,000.00 | 3,500.00 | 17,500.00 | 2,200.00 | 11,000.00 |
| S-004 | traffic maintenance asphaltic concrete | 1,000 | Mg | 125.00 | 125,000.00 | 140.00 | 140,000.00 | 120.00 | 120,000.00 | 120.00 | 120,000.00 |
| S-005 | trench drain | 96 | ln m | 300.00 | 28,800.00 | 350.00 | 33,600.00 | 240.00 | 23,040.00 | 350.00 | 33,600.00 |
| S-006 | connection to catch basin or manhole | 50 | ea | 250.00 | 12,500.00 | 600.00 | 30,000.00 | 250.00 | 12,500.00 | 700.00 | 35,000.00 |
| S-010 | video detection device and connection | 1 | ea | 5,000.00 | 5,000.00 | 5,000.00 | 5,000.00 | 6,000.00 | 6,000.00 | 4,800.00 | 4,800.00 |
| S-011 | video detection system | 3 | ea | 7,500.00 | 22,500.00 | 7,500.00 | 22,500.00 | 8,000.00 | 24,000.00 | 6,800.00 | 20,400.00 |
| CONTRACTOR TOTAL | 16,885,359.89 | 16,955,910.80 | 17,889,027.99 | 19,898,077.55 | |||||||
| Item Number | Item Description | Quantity | Unit of Measure | - 5 - SOUTHERN INDUSTRIAL CONTRACTORS LLC |
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|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing and grubbing | lump | lump | 75,000.00 | 75,000.00 | ||||||
| 202-01 | removal of structures & obstructions | lump | lump | 250,000.00 | 250,000.00 | ||||||
| 202-02-B-01 | removal of concrete box culverts(sta.1+275.85; 0.61mx1.69mx21.92m) |
1 | ea | 4,000.00 | 4,000.00 | ||||||
| 202-02-B-02 | removal of concrete box culverts(sta.2+628.42; 0.61mx0.61mx16.35m) |
1 | ea | 4,000.00 | 4,000.00 | ||||||
| 202-02-B-03 | removal of concrete box culverts(sta.3+059.92; 2.44mx2.44mx23.94m) |
1 | ea | 20,000.00 | 20,000.00 | ||||||
| 202-02-B-04 | removal of concrete box culverts(sta.3+182.07; 1.22mx0.85mx27.29m) |
1 | ea | 4,000.00 | 4,000.00 | ||||||
| 202-02-B-05 | removal of concrete box culverts(sta.3+440.01; 1.40mx1.31mx24.22m) |
1 | ea | 10,000.00 | 10,000.00 | ||||||
| 202-02-B-06 | removal of concrete box culverts(sta.3+798.66; 0.61mx0.61mx16.37m) |
1 | ea | 5,000.00 | 5,000.00 | ||||||
| 202-02-B-07 | removal of concrete box culverts(sta.4+427.27; 0.61mx0.61mx16.02m) |
1 | ea | 5,000.00 | 5,000.00 | ||||||
| 202-02-B-08 | removal of concrete box culverts(sta.4+884.47; 1.22mx.92mx26.72m) |
1 | ea | 5,000.00 | 5,000.00 | ||||||
| 202-02-D | removal of concrete walks & drives | 9,177 | sq m | 10.90 | 100,029.30 | ||||||
| 202-02-F | removal of concrete combination curb & gutter | 430.6 | ln m | 11.50 | 4,951.90 | ||||||
| 202-02-G | removal of surfacing & stabilized base | 44,028.1 | sq m | 7.15 | 314,800.92 | ||||||
| 202-02-H | removal of guard rail | 120 | ln m | 83.35 | 10,002.00 | ||||||
| 202-02-I | removal of existing traffic signal equipment | lump | lump | 9,720.00 | 9,720.00 | ||||||
| 203-01 | general excavation (plan quantity measurement) | 38,764 | cu m | 13.10 | 507,808.40 | ||||||
| 203-02 | drainage excavation (plan quantity measurement) | 415 | cu m | 65.70 | 27,265.50 | ||||||
| 203-03 | embankment(plan quantity measurement) | 19,098 | cu m | 26.20 | 500,367.60 | ||||||
| 204-02 | temporary hay or straw bales | 196 | ea | 12.00 | 2,352.00 | ||||||
| 204-05-A | temporary sediment check dams (hay) | 208 | ea | 150.00 | 31,200.00 | ||||||
| 204-06 | temporary silt fencing | 9,080 | ln m | 7.95 | 72,186.00 | ||||||
| 302-02-E | class ii base course (250 mm thick) | 80,390.9 | sq m | 30.70 | 2,468,000.63 | ||||||
| 302-02-F | class ii base course (300 mm thick) | 7,419.0 | sq m | 36.40 | 270,051.60 | ||||||
| 304-01 | lime | 607.82 | Mg | 198.45 | 120,621.88 | ||||||
| 304-04-D | lime treatment (type d) (300 mm thick) | 40,200 | sq m | 12.00 | 482,400.00 | ||||||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 5,000.0 | cu m | 96.00 | 480,000.00 | ||||||
| 502-01 | superpave asphaltic concrete | 2,436.3 | Mg | 192.10 | 468,013.23 | ||||||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
158.4 | Mg | 300.00 | 47,520.00 | ||||||
| 601-01-G | portland cement concrete pavement (200 mm thick) | 74,400.0 | sq m | 80.65 | 6,000,360.00 | ||||||
| 601-02-G | portland cement concrete pavement (200 mm thick) (crossovers & turnouts) |
3,604.1 | sq m | 89.75 | 323,467.98 | ||||||
| 601-04 | portland cement concrete pavement coring | 105 | ea | 100.00 | 10,500.00 | ||||||
| 602-05 | full depth patching of jointed concrete pavement | 126.0 | sq m | 240.00 | 30,240.00 | ||||||
| 701-01-K | cross drain pipe (750 mm rcp/pcp) | 149.0 | ln m | 324.00 | 48,276.00 | ||||||
| 701-01-M | cross drain pipe (900 mm rcp/pcp) | 34.0 | ln m | 420.00 | 14,280.00 | ||||||
| 701-01-O | cross drain pipe (1200 mm rcp/pcp) | 30.0 | ln m | 648.00 | 19,440.00 | ||||||
| 701-01-S | cross drain pipe (1800 mm rcp/pcp) | 38.0 | ln m | 1,320.00 | 50,160.00 | ||||||
| 701-03-F | storm drain pipe (375 mm rcp/pcp) | 4,729.0 | ln m | 204.10 | 965,188.90 | ||||||
| 701-03-G | storm drain pipe (450 mm rcp/pcp) | 468.0 | ln m | 210.00 | 98,280.00 | ||||||
| 701-03-I | storm drain pipe (600 mm rcp/pcp) | 139.0 | ln m | 230.00 | 31,970.00 | ||||||
| 701-03-M | storm drain pipe (900 mm rcp/pcp) | 143.0 | ln m | 350.00 | 50,050.00 | ||||||
| 701-04-G | storm drain pipe arch (1050 mm equiv. rcpa) | 70.0 | ln m | 471.45 | 33,001.50 | ||||||
| 701-05-G | side drain pipe (450 mm) | 35.2 | ln m | 184.70 | 6,501.44 | ||||||
| 702-02-B | manholes (r-cb-11) | 15 | ea | 6,667.00 | 100,005.00 | ||||||
| 702-03-A | catch basins (cb-01) | 34 | ea | 2,060.00 | 70,040.00 | ||||||
| 702-03-C | catch basins (cb-06) | 54 | ea | 4,575.00 | 247,050.00 | ||||||
| 702-03-D | catch basins (cb-07) | 64 | ea | 5,040.00 | 322,560.00 | ||||||
| 702-03-F | catch basins (cb-08) | 25 | ea | 7,440.00 | 186,000.00 | ||||||
| 702-04 | adjusting sanatary sewer manholes | 15 | ea | 3,600.00 | 54,000.00 | ||||||
| 703-03 | perforated pipe underdrains | 7,016 | ln m | 32.85 | 230,475.60 | ||||||
| 706-02-A | concrete drive (100 mm thick) | 6,800.0 | sq m | 52.95 | 360,060.00 | ||||||
| 707-01 | concrete curb | 7,338.8 | ln m | 16.45 | 120,723.26 | ||||||
| 708-01 | right-of-way monument | 167 | ea | 225.00 | 37,575.00 | ||||||
| 713-01 | temporary signs & barricades | lump | lump | 100,000.00 | 100,000.00 | ||||||
| 713-04-A | temporary pavement markings (solid line)(100 mm width) | 9.000 | km | 588.00 | 5,292.00 | ||||||
| 713-04-A-01 | temporary pavement markings (solid line)(100 mm width) (type i removable) |
16.144 | km | 11,794.00 | 190,402.34 | ||||||
| 717-01 | seeding | 301 | kg | 23.95 | 7,208.95 | ||||||
| 718-01 | fertilizer | 7,490 | kg | 0.80 | 5,992.00 | ||||||
| 722-01 | project site laboratory | 1 | ea | 50,000.00 | 50,000.00 | ||||||
| 726-01 | bedding material | 1,805.1 | cu m | 90.00 | 162,459.00 | ||||||
| 727-01 | mobilization | lump | lump | 2,000,000.00 | 2,000,000.00 | ||||||
| 729-01 | sign (type a) | 0.46 | sq m | 2,609.00 | 1,200.14 | ||||||
| 729-16-B | object marker assembly (type 2) | 18 | ea | 72.25 | 1,300.50 | ||||||
| 730-08-A | electrical service point (existing power pole) | 1 | ea | 9,240.00 | 9,240.00 | ||||||
| 731-02 | reflectorized raised pavement markers | 1,427 | ea | 6.15 | 8,776.05 | ||||||
| 732-01-C | plastic pavement striping (200 mm width) | 170 | ln m | 3.54 | 601.80 | ||||||
| 732-01-E | plastic pavement striping (600 mm width) | 336 | ln m | 3.95 | 1,327.20 | ||||||
| 732-02-A | plastic pavement striping (solid line)(100 mm width) | 17.496 | km | 1,935.00 | 33,854.76 | ||||||
| 732-03-A-01 | plastic pvmt striping(broken line)(100mmwidth) preformed marking tape (type v) |
14.880 | km | 2,964.00 | 44,104.32 | ||||||
| 732-04-A | plastic pavement legends & symbols (arrow) | 40 | ea | 210.00 | 8,400.00 | ||||||
| 732-04-B | plastic pavement legends & symbols (double arrow) | 1 | ea | 240.00 | 240.00 | ||||||
| 732-04-C | plastic pavement legends & symbols (only) | 7 | ea | 257.15 | 1,800.05 | ||||||
| 732-05 | removal of existing markings | 1.000 | km | 4,500.00 | 4,500.00 | ||||||
| 735-01 | mailboxes | 68 | ea | 51.20 | 3,481.60 | ||||||
| 735-02 | mailbox supports (single) | 59 | ea | 180.00 | 10,620.00 | ||||||
| 735-03 | mailbox supports (double) | 3 | ea | 240.00 | 720.00 | ||||||
| 735-04 | mailbox supports (multiple) | 1 | ea | 480.00 | 480.00 | ||||||
| 736-01 | trenching and backfilling | 25 | ln m | 26.50 | 662.50 | ||||||
| 736-04-B | signal support (9.14m steel strain pole) | 4 | ea | 8,160.00 | 32,640.00 | ||||||
| 736-05-B | signal head (3 section, 0.305m led lens,r,y,g) | 9 | each | 1,368.00 | 12,312.00 | ||||||
| 736-05-C | signal head (5 section, 0.305m led lens,r,l.t.y,y,l.t.g,g) |
1 | each | 2,220.00 | 2,220.00 | ||||||
| 736-05-D | signal head (5 section, 0.305m led lens,r,y,r.t.y,g,r.t.g) |
1 | each | 2,220.00 | 2,220.00 | ||||||
| 736-06-01 | signal service (pedestal required) | 1 | ea | 2,544.00 | 2,544.00 | ||||||
| 736-08-A | signal controller(ts-2, type2; pole mounted cabinet) | 1 | ea | 15,066.00 | 15,066.00 | ||||||
| 736-10-A | underground junction box (type e) | 2 | ea | 528.00 | 1,056.00 | ||||||
| 736-11-A | conduit (0.05lm pec, schedule 80) | 25 | ln m | 12.00 | 300.00 | ||||||
| 736-12-A | conductor (3c,power,6 awg,concentric) | 25 | ln m | 48.00 | 1,200.00 | ||||||
| 736-12-B | conductor (6c,signal,14 awg, stranded ) | 17 | ln m | 15.90 | 270.30 | ||||||
| 736-12-C | conductor (10c,signal,14 awg,stranded ) | 287 | ln m | 10.05 | 2,884.35 | ||||||
| 740-01 | construction layout | lump | lump | 800,000.00 | 800,000.00 | ||||||
| 742-01-C-01 | sanitary sewer pipe (200 mm)(ductile iron pipe) | 22 | ln m | 497.75 | 10,950.50 | ||||||
| 742-02 | adjusting sanitary sewer house connections | 20 | ea | 1,800.00 | 36,000.00 | ||||||
| 742-03 | adjusting sanitary sewer service lines | 120 | ln m | 394.00 | 47,280.00 | ||||||
| 805-01-B | class a concrete (box culvert headwalls) | 124.43 | cu m | 1,350.00 | 167,980.50 | ||||||
| 805-01-C | class a concrete (retaining walls) | 563.16 | cu m | 1,350.00 | 760,266.00 | ||||||
| 805-12-E | reinforced concrete box culverts (1200 mm x 1200 mm) | 288.00 | ln m | 1,260.00 | 362,880.00 | ||||||
| 805-12-V | reinforced concrete box culverts (2700 mm x 2700 mm) | 44.00 | ln m | 3,723.00 | 163,812.00 | ||||||
| 806-01 | deformed reinforcing steel | 38,914 | kg | 2.40 | 93,393.60 | ||||||
| S-002 | extend existing rc box (sta. 3+181, rt., 1200mm x 900mm) |
6 | lnmt | 2,040.00 | 12,240.00 | ||||||
| S-003 | paved gutter drains | 5 | ea | 3,600.00 | 18,000.00 | ||||||
| S-004 | traffic maintenance asphaltic concrete | 1,000 | Mg | 225.00 | 225,000.00 | ||||||
| S-005 | trench drain | 96 | ln m | 787.50 | 75,600.00 | ||||||
| S-006 | connection to catch basin or manhole | 50 | ea | 2,000.00 | 100,000.00 | ||||||
| S-010 | video detection device and connection | 1 | ea | 4,920.00 | 4,920.00 | ||||||
| S-011 | video detection system | 3 | ea | 7,000.00 | 21,000.00 | ||||||
| CONTRACTOR TOTAL | 21,334,194.10 | ||||||||||