| |||
| DBE GOAL FED | |||
| Lead Project: 249-01-0045 | |||
| Parish: JEFFERSON | |||
| Routes: LA 45 | |||
| Description: LA HIGHWAY 45 (BARATARIA BOULEVARD) AND PATRIOT STREET | |||
| Type Const:
grading, draninge structures, cold planing ac pavement, superpave ac overlay, pccp, traffic signalization, water distribution system, sanitary sewer system and related work. | |||
| Estimated Construction Cost: $4,921,051.05 | |||
| Maximum Number of Days Allowed for Construction: 400 | |||
| Calculated Daily User Cost: $15,000.00 | |||
| Rank | License | Bidder | Construction Bid | Bidder's Proposed Contract Time | Total Bid |
|---|---|---|---|---|---|
| 1 | 24901 | HARD ROCK CONSTRUCTION CO. | $6,226,689.99 | 240 | $9,826,689.99 |
| 2 | 06276 | BARRIERE CONSTRUCTION CO., LLC. | $6,489,635.50 | 310 | $11,139,635.50 |
| 3 | 02179 | BOH BROS. CONSTRUCTION CO., LLC. | $6,579,891.95 | 325 | $11,454,891.95 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - HARD ROCK CONSTRUCTION CO. |
- 2 - BARRIERE CONSTRUCTION CO., LLC. |
- 3 - BOH BROS. CONSTRUCTION CO., LLC. |
|
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing & grubbing | lump | LUMP | 100,000.00 | 100,000.00 | 5,000.00 | 5,000.00 | 5,000.00 | 5,000.00 | ||
| 202-01 | removal of structures & obstructions | lump | LUMP | 100,000.00 | 100,000.00 | 2,000.00 | 2,000.00 | 10,000.00 | 10,000.00 | ||
| 202-02-C | removal of portland cement concrete pavement | 1,379 | SQYD | 10.00 | 13,790.00 | 7.00 | 9,653.00 | 15.00 | 20,685.00 | ||
| 202-02-D | removal of concrete walks & drives | 188 | SQYD | 10.00 | 1,880.00 | 19.00 | 3,572.00 | 16.00 | 3,008.00 | ||
| 202-02-E | removal of concrete curbs | 4,150.0 | LNFT | 10.00 | 41,500.00 | 2.50 | 10,375.00 | 4.00 | 16,600.00 | ||
| 202-02-I | removal of asphaltic concrete pavement (thickness varies) |
184.7 | SQYD | 10.00 | 1,847.00 | 14.00 | 2,585.80 | 12.00 | 2,216.40 | ||
| 202-02-J | removal of concrete headwall, wingwall and apron of box culvert |
lump | LUMP | 20,000.00 | 20,000.00 | 30,000.00 | 30,000.00 | 3,500.00 | 3,500.00 | ||
| 202-02-K | removal of existing traffic signal equipment and related items |
lump | LUMP | 7,000.00 | 7,000.00 | 8,000.00 | 8,000.00 | 7,500.00 | 7,500.00 | ||
| 203-01 | general excavation | 7,000 | CUYD | 15.00 | 105,000.00 | 14.00 | 98,000.00 | 10.00 | 70,000.00 | ||
| 203-04 | embankment | 840 | CUYD | 20.00 | 16,800.00 | 24.00 | 20,160.00 | 30.00 | 25,200.00 | ||
| 203-06 | excavation & embankment | lump | LUMP | 200,000.00 | 200,000.00 | 125,000.00 | 125,000.00 | 195,000.00 | 195,000.00 | ||
| 204-02 | temporary hay or straw bales | 49 | EACH | 8.00 | 392.00 | 30.00 | 1,470.00 | 10.00 | 490.00 | ||
| 302-02-D | class ii base course (12" thick) | 6,763.1 | SQYD | 25.00 | 169,077.50 | 29.00 | 196,129.90 | 22.00 | 148,788.20 | ||
| 302-02-E | class ii base course (8" thick) | 7,780.0 | SQYD | 20.00 | 155,600.00 | 21.00 | 163,380.00 | 22.00 | 171,160.00 | ||
| 304-01 | lime | 23.97 | TON | 175.00 | 4,194.75 | 100.00 | 2,397.00 | 100.00 | 2,397.00 | ||
| 304-04-D | lime treatment (type d) (12" thick) | 1,691 | SQYD | 4.00 | 6,764.00 | 3.00 | 5,073.00 | 6.00 | 10,146.00 | ||
| 305-01-A | subgrade layer (12" thick) (sand) (net section) | 6,830 | SQYD | 15.00 | 102,450.00 | 5.00 | 34,150.00 | 13.00 | 88,790.00 | ||
| 305-01-B | subgrade layer (18" thick) (sand) (net section) | 950 | SQYD | 15.00 | 14,250.00 | 6.00 | 5,700.00 | 18.00 | 17,100.00 | ||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 500.0 | CUYD | 47.00 | 23,500.00 | 65.00 | 32,500.00 | 35.00 | 17,500.00 | ||
| 502-01 | superpave asphaltic concrete | 631.0 | TON | 90.00 | 56,790.00 | 100.00 | 63,100.00 | 140.00 | 88,340.00 | ||
| 509-01 | cold planing asphaltic pavement | 1,800 | SQYD | 4.00 | 7,200.00 | 4.00 | 7,200.00 | 6.00 | 10,800.00 | ||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 100 | CUYD | 1.00 | - 100.00 | 1.30 | - 130.00 | 5.00 | - 500.00 | ||
| 601-01-I | portland cement concrete pavement (9" thick) | 6,688.9 | SQYD | 60.00 | 401,334.00 | 62.00 | 414,711.80 | 75.00 | 501,667.50 | ||
| 601-01-K | portland cement concrete pavement (10" thick) | 6,400.0 | SQYD | 65.00 | 416,000.00 | 64.00 | 409,600.00 | 80.00 | 512,000.00 | ||
| 701-03-F | storm drain pipe (15" rcp/pcp) | 298 | LNFT | 80.00 | 23,840.00 | 100.00 | 29,800.00 | 130.00 | 38,740.00 | ||
| 701-03-G | storm drain pipe (18" rcp) | 52 | LNFT | 90.00 | 4,680.00 | 250.00 | 13,000.00 | 160.00 | 8,320.00 | ||
| 701-03-I | storm drain pipe (24" rcp/pcp) | 38 | LNFT | 150.00 | 5,700.00 | 160.00 | 6,080.00 | 250.00 | 9,500.00 | ||
| 701-03-K | storm drain pipe (30" rcp/pcp) | 40 | LNFT | 160.00 | 6,400.00 | 220.00 | 8,800.00 | 275.00 | 11,000.00 | ||
| 702-02-I | j. p. p. w. drain manholes | 4 | EACH | 3,000.00 | 12,000.00 | 9,900.00 | 39,600.00 | 7,300.00 | 29,200.00 | ||
| 702-03-C | catch basins (cb-06) | 1 | EACH | 3,000.00 | 3,000.00 | 5,100.00 | 5,100.00 | 6,000.00 | 6,000.00 | ||
| 702-03-D | catch basins (cb-07) | 2 | EACH | 3,000.00 | 6,000.00 | 3,000.00 | 6,000.00 | 7,000.00 | 14,000.00 | ||
| 702-03-G | catch basins (cb-09) | 4 | EACH | 4,000.00 | 16,000.00 | 3,700.00 | 14,800.00 | 8,000.00 | 32,000.00 | ||
| 702-03-I | drop inlet (24" x 30", per j. p. p. w. drainage standard detail) |
4 | EACH | 2,000.00 | 8,000.00 | 3,400.00 | 13,600.00 | 2,800.00 | 11,200.00 | ||
| 702-04-A | adjusting manholes | 6 | EACH | 200.00 | 1,200.00 | 700.00 | 4,200.00 | 600.00 | 3,600.00 | ||
| 702-04-D | adjusting drop inlets | 1 | EACH | 300.00 | 300.00 | 1,100.00 | 1,100.00 | 600.00 | 600.00 | ||
| 704-03 | blocked out guard rail | 490.0 | LNFT | 18.00 | 8,820.00 | 22.00 | 10,780.00 | 20.00 | 9,800.00 | ||
| 704-05 | guard rail anchor sections (bct) | 30.0 | LNFT | 75.00 | 2,250.00 | 90.00 | 2,700.00 | 80.00 | 2,400.00 | ||
| 704-08 | guard rail transitions | 30.0 | LNFT | 60.00 | 1,800.00 | 70.00 | 2,100.00 | 65.00 | 1,950.00 | ||
| 706-01-A | concrete walk (4" thick) | 159.0 | SQYD | 60.00 | 9,540.00 | 55.00 | 8,745.00 | 60.00 | 9,540.00 | ||
| 706-01-A-01 | concrete walk (4" thick) (handicap ramp) | 41.0 | SQYD | 100.00 | 4,100.00 | 145.00 | 5,945.00 | 150.00 | 6,150.00 | ||
| 706-02-D | concrete drive (8" thick) | 100.0 | SQYD | 60.00 | 6,000.00 | 85.00 | 8,500.00 | 70.00 | 7,000.00 | ||
| 706-03-B | incidental concrete paving (5" thick) | 130.0 | SQYD | 60.00 | 7,800.00 | 55.00 | 7,150.00 | 80.00 | 10,400.00 | ||
| 707-01 | concrete curb | 8,688.0 | LNFT | 7.00 | 60,816.00 | 11.00 | 95,568.00 | 9.00 | 78,192.00 | ||
| 707-03 | combination concrete curb & gutter | 560.0 | LNFT | 20.00 | 11,200.00 | 26.00 | 14,560.00 | 32.00 | 17,920.00 | ||
| 712-02 | sacked concrete revetment | 1,200 | SQYD | 6.00 | 7,200.00 | 43.00 | 51,600.00 | 40.00 | 48,000.00 | ||
| 713-01 | temporary signs & barricades | lump | LUMP | 50,000.00 | 50,000.00 | 65,000.00 | 65,000.00 | 135,000.00 | 135,000.00 | ||
| 713-04-B-02 | temporary pvmt. markings (broken line) (4" width) (10' length / 30' slip) (white) |
0.800 | MILE | 475.00 | 380.00 | 550.00 | 440.00 | 500.00 | 400.00 | ||
| 713-05-A-02 | temporary pavement markings (solid line) (4" width) (white) |
0.382 | MILE | 895.00 | 341.89 | 1,000.00 | 382.00 | 950.00 | 362.90 | ||
| 713-05-A-03 | temporary pavement markings (solid line) (4" width) (yellow) |
1.300 | MILE | 895.00 | 1,163.50 | 1,000.00 | 1,300.00 | 950.00 | 1,235.00 | ||
| 713-05-C-01 | temporary pavement markings (solid line) (8" width) (white) |
0.023 | MILE | 1,700.00 | 39.10 | 2,100.00 | 48.30 | 1,600.00 | 36.80 | ||
| 714-01 | slab sodding | 140 | SQYD | 7.00 | 980.00 | 8.00 | 1,120.00 | 5.00 | 700.00 | ||
| 715-01 | topsoil | 206 | CUYD | 30.00 | 6,180.00 | 35.00 | 7,210.00 | 40.00 | 8,240.00 | ||
| 717-01 | seeding | 63 | LB | 8.00 | 504.00 | 8.00 | 504.00 | 4.00 | 252.00 | ||
| 718-01 | fertilizer | 1,574 | LB | 1.00 | 1,574.00 | 0.60 | 944.40 | 0.50 | 787.00 | ||
| 719-04 | landscaping | lump | LUMP | 20,000.00 | 20,000.00 | 40,000.00 | 40,000.00 | 38,000.00 | 38,000.00 | ||
| 722-01 | project site laboratory | 1.00 | EACH | 20,000.00 | 20,000.00 | 45,000.00 | 45,000.00 | 5,000.00 | 5,000.00 | ||
| 726-01 | bedding material | 298.0 | CUYD | 50.00 | 14,900.00 | 55.00 | 16,390.00 | 77.00 | 22,946.00 | ||
| 727-01 | mobilization | lump | LUMP | 265,000.00 | 265,000.00 | 150,000.00 | 150,000.00 | 650,000.00 | 650,000.00 | ||
| 729-01 | sign (type a) | 84.5 | SQFT | 37.00 | 3,126.50 | 40.00 | 3,380.00 | 40.00 | 3,380.00 | ||
| 731-02 | reflectorized raised pavement markers | 800 | EACH | 5.00 | 4,000.00 | 6.00 | 4,800.00 | 5.50 | 4,400.00 | ||
| 732-01-C | plastic pavement striping (8" width) | 560 | LNFT | 1.00 | 560.00 | 1.00 | 560.00 | 1.00 | 560.00 | ||
| 732-01-E | plastic pavement striping (24" width) | 275 | LNFT | 3.00 | 825.00 | 3.50 | 962.50 | 3.00 | 825.00 | ||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 2.666 | MILE | 2,395.00 | 6,385.07 | 2,900.00 | 7,731.40 | 2,500.00 | 6,665.00 | ||
| 732-02-C | plastic pavement striping (solid line) (8" width) | 0.216 | MILE | 4,790.00 | 1,034.64 | 5,900.00 | 1,274.40 | 5,000.00 | 1,080.00 | ||
| 732-02-E | plastic pavement striping (solid line) (24" width) | 0.054 | MILE | 14,370.00 | 775.98 | 17,000.00 | 918.00 | 15,000.00 | 810.00 | ||
| 732-03-A | plastic pavement striping (broken line) (4" width) | 2.880 | MILE | 2,492.00 | 7,176.96 | 3,000.00 | 8,640.00 | 2,700.00 | 7,776.00 | ||
| 732-03-A-04 | plastic pavement striping (broken line) (4" width) (4' length & 2' space) |
0.087 | MILE | 2,492.00 | 216.80 | 3,000.00 | 261.00 | 2,800.00 | 243.60 | ||
| 732-04-A | plastic pavement legends & symbols (arrow) | 17 | EACH | 145.00 | 2,465.00 | 170.00 | 2,890.00 | 160.00 | 2,720.00 | ||
| 732-04-C | plastic pavement legends & symbols (only) | 5 | EACH | 155.00 | 775.00 | 190.00 | 950.00 | 170.00 | 850.00 | ||
| 732-05 | removal of existing markings | 0.440 | MILE | 5,700.00 | 2,508.00 | 7,000.00 | 3,080.00 | 6,000.00 | 2,640.00 | ||
| 736-01 | trenching and backfilling | 6,255 | LNFT | 4.40 | 27,522.00 | 5.00 | 31,275.00 | 4.75 | 29,711.25 | ||
| 736-03-A | jacked or bored conduit (2" hdpe) | 225 | LNFT | 15.50 | 3,487.50 | 19.00 | 4,275.00 | 17.00 | 3,825.00 | ||
| 736-03-B | jacked or bored conduit (2" p.e.c.) | 320 | LNFT | 15.50 | 4,960.00 | 19.00 | 6,080.00 | 17.00 | 5,440.00 | ||
| 736-03-C | jacked or bored conduit (3" hdpe) | 285 | LNFT | 18.50 | 5,272.50 | 22.00 | 6,270.00 | 20.00 | 5,700.00 | ||
| 736-03-D | jacked or bored conduit (3" p.e.c.) | 230 | LNFT | 18.50 | 4,255.00 | 22.00 | 5,060.00 | 20.00 | 4,600.00 | ||
| 736-04-A | signal support (40' single mast arm) | 3 | EACH | 8,245.00 | 24,735.00 | 10,000.00 | 30,000.00 | 9,000.00 | 27,000.00 | ||
| 736-04-B | signal support (40'/50' double mast arm) | 1 | EACH | 12,105.00 | 12,105.00 | 15,000.00 | 15,000.00 | 13,000.00 | 13,000.00 | ||
| 736-04-C | signal support (pedestal pole) | 2 | EACH | 1,375.00 | 2,750.00 | 1,700.00 | 3,400.00 | 1,500.00 | 3,000.00 | ||
| 736-04-D | signal support (30' strain pole) | 4 | EACH | 9,500.00 | 38,000.00 | 11,500.00 | 46,000.00 | 1,300.00 | 5,200.00 | ||
| 736-05-A-01 | signal heads (3-section, 12" led) (r,y,g) | 14 | EACH | 905.00 | 12,670.00 | 1,100.00 | 15,400.00 | 1,000.00 | 14,000.00 | ||
| 736-05-A-02 | signal heads (3-section, 12" led) (r,y(arrow),g(arrow)) | 3 | EACH | 782.00 | 2,346.00 | 900.00 | 2,700.00 | 800.00 | 2,400.00 | ||
| 736-05-A-03 | signal heads (4-section, 12" led) (r,y,g(arrow),g) | 2 | EACH | 1,203.00 | 2,406.00 | 1,400.00 | 2,800.00 | 1,300.00 | 2,600.00 | ||
| 736-05-B | signal heads (pedestrian, walk, don't walk symbol) | 4 | EACH | 755.00 | 3,020.00 | 900.00 | 3,600.00 | 800.00 | 3,200.00 | ||
| 736-06 | signal service | 3 | EACH | 1,200.00 | 3,600.00 | 1,400.00 | 4,200.00 | 1,300.00 | 3,900.00 | ||
| 736-08-A | signal controller (8 phase fully actuated) | 1 | EACH | 20,332.00 | 20,332.00 | 25,000.00 | 25,000.00 | 21,000.00 | 21,000.00 | ||
| 736-08-B | signal controller (nema 8 phase, type 6 base mounted cabinet) |
2 | EACH | 22,792.00 | 45,584.00 | 28,000.00 | 56,000.00 | 23,000.00 | 46,000.00 | ||
| 736-09 | loop detector | 1,815 | LNFT | 10.50 | 19,057.50 | 13.00 | 23,595.00 | 11.00 | 19,965.00 | ||
| 736-10-A | underground junction box (type d) | 3 | EACH | 340.00 | 1,020.00 | 400.00 | 1,200.00 | 350.00 | 1,050.00 | ||
| 736-10-B | underground junction box (type e) | 29 | EACH | 358.00 | 10,382.00 | 400.00 | 11,600.00 | 400.00 | 11,600.00 | ||
| 736-10-C | underground junction box (type f) | 26 | EACH | 458.00 | 11,908.00 | 550.00 | 14,300.00 | 500.00 | 13,000.00 | ||
| 736-10-D | underground junction box (type h) | 3 | EACH | 834.00 | 2,502.00 | 1,000.00 | 3,000.00 | 900.00 | 2,700.00 | ||
| 736-11-A | conduit (2" hdpe) | 2,600 | LNFT | 4.00 | 10,400.00 | 5.00 | 13,000.00 | 4.25 | 11,050.00 | ||
| 736-11-B | conduit (2" p.e.c.) | 3,380 | LNFT | 4.00 | 13,520.00 | 5.00 | 16,900.00 | 4.25 | 14,365.00 | ||
| 736-11-C | conduit (3" hdpe) | 120 | LNFT | 8.50 | 1,020.00 | 10.00 | 1,200.00 | 9.00 | 1,080.00 | ||
| 736-11-D | conduit (3" p.e.c.) | 230 | LNFT | 8.50 | 1,955.00 | 10.00 | 2,300.00 | 9.00 | 2,070.00 | ||
| 736-11-E | conduit (4" multiduct with 3 each 1-1/2" innerducts) | 2,800 | LNFT | 11.00 | 30,800.00 | 14.00 | 39,200.00 | 12.00 | 33,600.00 | ||
| 736-12-A | conductor, 2c (loop lead in #16 awg) | 550 | LNFT | 1.25 | 687.50 | 1.50 | 825.00 | 1.50 | 825.00 | ||
| 736-12-B | conductor, 3c (power, 6 gauge / #6 awg) | 400 | LNFT | 4.75 | 1,900.00 | 5.50 | 2,200.00 | 5.00 | 2,000.00 | ||
| 736-12-C | conductor, 3c (emergency preemption) | 230 | LNFT | 1.65 | 379.50 | 2.00 | 460.00 | 2.00 | 460.00 | ||
| 736-12-D | conductor, 6 pr (twisted pair imsa 20-6 / #19 awg solid) |
2,900 | LNFT | 2.50 | 7,250.00 | 3.00 | 8,700.00 | 3.00 | 8,700.00 | ||
| 736-12-E | conductor, 6c (signal / #14 awg) | 650 | LNFT | 2.85 | 1,852.50 | 3.00 | 1,950.00 | 3.00 | 1,950.00 | ||
| 736-12-F | conductor, 10c (signal / #14 awg) | 750 | LNFT | 3.90 | 2,925.00 | 5.00 | 3,750.00 | 4.00 | 3,000.00 | ||
| 736-12-G | conductor, 2c (push button / #14 awg) | 350 | LNFT | 1.25 | 437.50 | 1.50 | 525.00 | 1.50 | 525.00 | ||
| 736-13-A | cable (2c) signal | 2,275 | LNFT | 1.32 | 3,003.00 | 1.50 | 3,412.50 | 1.50 | 3,412.50 | ||
| 736-13-B | cable (3c) signal | 395 | LNFT | 1.70 | 671.50 | 2.00 | 790.00 | 2.00 | 790.00 | ||
| 736-13-C | cable (6c) signal | 386 | LNFT | 2.85 | 1,100.10 | 3.50 | 1,351.00 | 3.00 | 1,158.00 | ||
| 736-13-D | cable (10c) signal | 1,033 | LNFT | 3.90 | 4,028.70 | 4.50 | 4,648.50 | 4.00 | 4,132.00 | ||
| 736-13-E | cable (1-6 pr) interconnect | 1,879 | LNFT | 2.50 | 4,697.50 | 3.00 | 5,637.00 | 3.00 | 5,637.00 | ||
| 740-01 | construction layout | lump | LUMP | 100,000.00 | 100,000.00 | 115,000.00 | 115,000.00 | 100,000.00 | 100,000.00 | ||
| 741-01-A | water main (12" c-900 pvc, including all fittings) | 920 | LNFT | 70.00 | 64,400.00 | 90.00 | 82,800.00 | 83.00 | 76,360.00 | ||
| 741-02-A | gate valve (6") | 3 | EACH | 500.00 | 1,500.00 | 1,100.00 | 3,300.00 | 1,400.00 | 4,200.00 | ||
| 741-04 | fire hydrant | 3 | EACH | 3,000.00 | 9,000.00 | 2,400.00 | 7,200.00 | 3,500.00 | 10,500.00 | ||
| 741-09 | adjusting water house connections | 3 | EACH | 700.00 | 2,100.00 | 900.00 | 2,700.00 | 600.00 | 1,800.00 | ||
| 741-11 | adjusting water valve and meter box | 1 | EACH | 500.00 | 500.00 | 400.00 | 400.00 | 900.00 | 900.00 | ||
| 742-01 | sanitary sewer pipe | 136 | LNFT | 240.00 | 32,640.00 | 185.00 | 25,160.00 | 320.00 | 43,520.00 | ||
| 742-02 | adjusting sanitary sewer house connections | 2 | EACH | 1,500.00 | 3,000.00 | 1,700.00 | 3,400.00 | 900.00 | 1,800.00 | ||
| 744-01 | traffic control management | lump | LUMP | 20,000.00 | 20,000.00 | 53,000.00 | 53,000.00 | 30,000.00 | 30,000.00 | ||
| 803-03 | steel sheet pile wall | 5,640 | SQFT | 25.00 | 141,000.00 | 45.00 | 253,800.00 | 27.00 | 152,280.00 | ||
| 804-02-A | treated timber piles (noncoastal treatment) | 17,280 | LNFT | 10.00 | 172,800.00 | 19.50 | 336,960.00 | 9.00 | 155,520.00 | ||
| 805-03 | class aa concrete | 85.00 | CUYD | 700.00 | 59,500.00 | 1,050.00 | 89,250.00 | 600.00 | 51,000.00 | ||
| 805-12-S | reinforced concrete box culverts (8' x 8') | 1,200.0 | LNFT | 2,000.00 | 2,400,000.00 | 2,025.00 | 2,430,000.00 | 1,750.00 | 2,100,000.00 | ||
| 806-01 | deformed reinforcing steel | 13,800 | LB | 1.00 | 13,800.00 | 1.25 | 17,250.00 | 0.80 | 11,040.00 | ||
| S-001 | reconstruct s.f.m. & s.f.m. crossing including tie-ins, piles & structure, piping, etc. |
lump | LUMP | 50,000.00 | 50,000.00 | 42,000.00 | 42,000.00 | 38,000.00 | 38,000.00 | ||
| S-002 | remove existing sewer line (10'-12' deep) | 110 | LNFT | 25.00 | 2,750.00 | 86.00 | 9,460.00 | 30.00 | 3,300.00 | ||
| S-003 | remove existing water line | 920.0 | LNFT | 20.00 | 18,400.00 | 25.00 | 23,000.00 | 20.00 | 18,400.00 | ||
| S-004 | full depth saw cut of concrete/asphalt pavement | 8,590 | LNFT | 7.00 | 60,130.00 | 7.00 | 60,130.00 | 15.00 | 128,850.00 | ||
| S-005 | exploratory excavation | 10 | EACH | 600.00 | 6,000.00 | 1,500.00 | 15,000.00 | 1,000.00 | 10,000.00 | ||
| S-006 | convert existing catch basin to drop inlet | 6 | EACH | 1,500.00 | 9,000.00 | 1,200.00 | 7,200.00 | 2,300.00 | 13,800.00 | ||
| S-007 | site video survey | lump | LUMP | 30,000.00 | 30,000.00 | 31,000.00 | 31,000.00 | 3,400.00 | 3,400.00 | ||
| S-008 | interior video survey | 16 | EACH | 300.00 | 4,800.00 | 180.00 | 2,880.00 | 275.00 | 4,400.00 | ||
| S-009 | vibration monitoring | 450 | HOUR | 40.00 | 18,000.00 | 30.00 | 13,500.00 | 50.00 | 22,500.00 | ||
| S-011 | signal support (30' strain pole (pile supported)) | 4 | EACH | 10,669.00 | 42,676.00 | 13,000.00 | 52,000.00 | 12,500.00 | 50,000.00 | ||
| S-012 | sewer manholes | 2 | EACH | 6,000.00 | 12,000.00 | 4,100.00 | 8,200.00 | 9,800.00 | 19,600.00 | ||
| S-013 | video inspection of existing sewer lines | lump | LUMP | 20,000.00 | 20,000.00 | 14,000.00 | 14,000.00 | 12,000.00 | 12,000.00 | ||
| S-014 | street name signs (varies x 12") | 3 | EACH | 225.00 | 675.00 | 1,500.00 | 4,500.00 | 55.60 | 166.80 | ||
| S-015 | emergency vehicle preemption chassis and phase selector (2 channel) |
1 | EACH | 3,200.00 | 3,200.00 | 4,000.00 | 4,000.00 | 3,500.00 | 3,500.00 | ||
| S-016 | emergency vehicle unidirectional detector | 2 | EACH | 725.00 | 1,450.00 | 900.00 | 1,800.00 | 800.00 | 1,600.00 | ||
| ITEM TOTAL (CONSTRUCTION BID) | 6,226,689.99 | 6,489,635.50 | 6,579,891.95 | ||||||||
| Number of Days Bid at $15,000 per day. | 240 | 3,600,000.00 | 310 | 4,650,000.00 | 325 | 4,875,000.00 | 0 | ||||
| TOTAL BID | 9,826,689.99 | 11,139,635.50 | 11,454,891.95 | ||||||||