| |||
| DBE GOAL FED | |||
| Lead Project: 450-15-0103 | |||
| Parish: JEFFERSON | |||
| Routes: I-10 | |||
| Description: CAUSEWAY BOULEVARD INTERCHANGE (PHASE II) | |||
| Type Const:
grad, class ii bc, drain struct, water and sewer systems, superpave acp, pccp, lighting, traffic signals, concrete and steel girders, slab span bridge, and related work | |||
| Estimated Construction Cost: $63,349,030.84 | |||
| Maximum Number of Days Allowed for Construction: 900 | |||
| Calculated Daily User Cost: $5,000.00 | |||
| Rank | License | Bidder | Construction Bid | Bidder's Proposed Contract Time | Total Bid |
|---|---|---|---|---|---|
| 1 | 34567 | JAMES CONSTRUCTION GROUP LLC | $50,988,401.69 | 900 | $55,488,401.69 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - JAMES CONSTRUCTION GROUP LLC |
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|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing & grubbing | lump | LUMP | 400,000.00 | 400,000.00 | ||||||
| 202-01 | removal of structures & obstructions | lump | LUMP | 185,000.00 | 185,000.00 | ||||||
| 202-02-A | removal of bridges (ramp ve) | 1 | EACH | 155,000.00 | 155,000.00 | ||||||
| 202-02-C | removal of portland cement concrete pavement | 6,654 | SQYD | 9.00 | 59,886.00 | ||||||
| 202-02-D | removal of concrete walks & drives | 1,163 | SQYD | 4.00 | 4,652.00 | ||||||
| 202-02-F | removal of concrete combination curb & gutter | 3,104.0 | LNFT | 3.00 | 9,312.00 | ||||||
| 202-02-G | removal of surfacing & stabilized base | 17,772.2 | SQYD | 11.00 | 195,494.20 | ||||||
| 202-02-H | removal of guard rail | 104 | LNFT | 11.00 | 1,144.00 | ||||||
| 202-02-I | removal of existing sign supports | 29 | EACH | 100.00 | 2,900.00 | ||||||
| 202-02-K | removal of catch basins | 23 | EACH | 725.00 | 16,675.00 | ||||||
| 202-02-M | removal of existing sign faces | 62 | EACH | 100.00 | 6,200.00 | ||||||
| 202-02-N | removal of existing signal equipment | lump | LUMP | 8,000.00 | 8,000.00 | ||||||
| 202-02-O | removal of manholes | 8 | EACH | 800.00 | 6,400.00 | ||||||
| 202-02-O-01 | removal of traffic manholes | 9 | EACH | 800.00 | 7,200.00 | ||||||
| 202-02-P | removal of incidental concrete pavement | 381 | SQYD | 11.00 | 4,191.00 | ||||||
| 202-02-Q | removal of fence | 1,565 | LNFT | 10.00 | 15,650.00 | ||||||
| 202-02-R | removal of truss and footings | 2 | EACH | 8,000.00 | 16,000.00 | ||||||
| 202-02-R-01 | removal of cantilever and footings | 1 | EACH | 12,000.00 | 12,000.00 | ||||||
| 203-01 | general excavation | 20,680 | CUYD | 15.00 | 310,200.00 | ||||||
| 203-03 | embankment | 11,836 | CUYD | 30.00 | 355,080.00 | ||||||
| 203-08 | geotextile fabric | 31,014 | SQYD | 4.00 | 124,056.00 | ||||||
| 204-05-A | temporary sediment check dams (hay) | 198 | EACH | 200.00 | 39,600.00 | ||||||
| 204-06 | temporary silt fencing | 4,081 | LNFT | 6.00 | 24,486.00 | ||||||
| 204-07 | temporary stone construction entrance | 2 | EACH | 4,700.00 | 9,400.00 | ||||||
| 302-02-G | class ii base course (11" thick) | 18,965.0 | SQYD | 25.00 | 474,125.00 | ||||||
| 502-01 | superpave asphaltic concrete | 5,420.3 | TON | 132.00 | 715,479.60 | ||||||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
942.9 | TON | 200.00 | 188,580.00 | ||||||
| 509-01 | cold planing asphaltic pavement | 3,539 | SQYD | 10.00 | 35,390.00 | ||||||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 98 | CUYD | 5.00 | - 490.00 | ||||||
| 601-01-K | portland cement concrete pavement (10" thick) | 6,504.0 | SQYD | 125.00 | 813,000.00 | ||||||
| 601-04 | portland cement concrete pavement coring | 8 | EACH | 90.00 | 720.00 | ||||||
| 701-03-F | storm drain pipe (15" rcp/pcp) | 412 | LNFT | 115.00 | 47,380.00 | ||||||
| 701-03-G | storm drain pipe (18" rcp/pcp) | 452 | LNFT | 180.00 | 81,360.00 | ||||||
| 701-03-I | storm drain pipe (24" rcp/pcp) | 582 | LNFT | 180.00 | 104,760.00 | ||||||
| 701-03-K | storm drain pipe (30" rcp/pcp) | 84 | LNFT | 205.00 | 17,220.00 | ||||||
| 701-03-M | storm drain pipe (36" rcp/pcp) | 305 | LNFT | 240.00 | 73,200.00 | ||||||
| 701-03-O | storm drain pipe (48" rcp/pcp) | 442 | LNFT | 300.00 | 132,600.00 | ||||||
| 701-03-P | storm drain pipe (54" rcp/pcp) | 360 | LNFT | 320.00 | 115,200.00 | ||||||
| 701-04-E | storm drain pipe arch (30" equiv. rcpa) | 103 | LNFT | 215.00 | 22,145.00 | ||||||
| 701-04-J | storm drain pipe arch (60" equiv. rcpa) | 234 | LNFT | 480.00 | 112,320.00 | ||||||
| 701-04-L | storm drain pipe arch (72" equiv. rcpa) | 600 | LNFT | 780.00 | 468,000.00 | ||||||
| 702-02-B | manholes (r-cb-11) | 6 | EACH | 5,000.00 | 30,000.00 | ||||||
| 702-02-E | manholes (r-cb-32) | 3 | EACH | 8,900.00 | 26,700.00 | ||||||
| 702-03-A | catch basins (cb-01) | 13 | EACH | 4,200.00 | 54,600.00 | ||||||
| 702-03-B | catch basins (cb-02) | 1 | EACH | 5,000.00 | 5,000.00 | ||||||
| 702-03-D | catch basins (cb-07) | 7 | EACH | 8,000.00 | 56,000.00 | ||||||
| 702-03-G | catch basins (cb-09) | 12 | EACH | 10,600.00 | 127,200.00 | ||||||
| 704-01-C | guard rail (double thrie beam)(3'-1 1/2" post spacing) | 37.5 | LNFT | 80.00 | 3,000.00 | ||||||
| 704-03 | blocked out guard rail | 62.5 | LNFT | 25.00 | 1,562.50 | ||||||
| 704-06-A | guard rail anchor sections (trailing end)(single thrie beam) |
6.3 | LNFT | 100.00 | 630.00 | ||||||
| 704-08-B | guard rail transitions (double thrie beam) | 75.0 | LNFT | 35.00 | 2,625.00 | ||||||
| 704-11-A | guard rail end treatment (flared) | 4 | EACH | 1,800.00 | 7,200.00 | ||||||
| 705-06-B | chain link fence (5-foot height) | 688 | LNFT | 30.00 | 20,640.00 | ||||||
| 705-06-E | chain link fence (2.5-foot height)(barrier mounted) | 765 | LNFT | 25.00 | 19,125.00 | ||||||
| 706-01-A | concrete walk (4" thick) | 754.2 | SQYD | 85.00 | 64,107.00 | ||||||
| 706-02-C | concrete drive (6" thick) | 477.9 | SQYD | 102.00 | 48,745.80 | ||||||
| 706-03-A | incidental concrete paving (4" thick) | 3,306.5 | SQYD | 75.00 | 247,987.50 | ||||||
| 707-01 | concrete curb | 3,125.3 | LNFT | 5.00 | 15,626.50 | ||||||
| 707-03 | combination concrete curb & gutter | 1,558.0 | LNFT | 52.00 | 81,016.00 | ||||||
| 713-01 | temporary signs & barricades | lump | LUMP | 600,000.00 | 600,000.00 | ||||||
| 713-03-B-01 | temporary pvmt. markings (broken line)(4" w)(10' l) (type i removable) |
0.096 | MILE | 4,500.00 | 432.00 | ||||||
| 713-04-A-01 | temporary pvmt. markings (solid line)(4" w)(type i removable) |
0.396 | MILE | 10,000.00 | 3,960.00 | ||||||
| 713-04-B-01 | temporary pvmt. markings (solid line)(12" w)(type i removable) |
0.039 | MILE | 25,000.00 | 975.00 | ||||||
| 713-08 | temporary precast concrete barrier (department furnished) |
186 | EACH | 600.00 | 111,600.00 | ||||||
| 717-01 | seeding | 47 | LB | 20.00 | 940.00 | ||||||
| 718-01 | fertilizer | 1,546 | LB | 1.50 | 2,319.00 | ||||||
| 722-01 | project site laboratory | 1 | EACH | 15,000.00 | 15,000.00 | ||||||
| 725-01 | temporary detour roads | 1,009.0 | SQYD | 150.00 | 151,350.00 | ||||||
| 726-01 | bedding material | 2,101.3 | CUYD | 80.00 | 168,104.00 | ||||||
| 727-01 | mobilization | lump | LUMP | 5,100,000.00 | 5,100,000.00 | ||||||
| 729-01 | sign (type a) | 359.9 | SQFT | 30.00 | 10,797.00 | ||||||
| 729-02 | sign (type b) | 114.2 | SQFT | 32.00 | 3,654.40 | ||||||
| 729-04 | sign (type d) | 422.8 | SQFT | 45.00 | 19,026.00 | ||||||
| 729-06 | sign (overhead mounted) | 698.0 | SQFT | 35.00 | 24,430.00 | ||||||
| 729-08-B | mounting (3 1/2" size post) | 45 | EACH | 635.00 | 28,575.00 | ||||||
| 729-08-F | mounting (w6 x 12) | 12 | EACH | 850.00 | 10,200.00 | ||||||
| 729-09 | mounting (overhead truss)(ground mounted) | 1 | EACH | 54,500.00 | 54,500.00 | ||||||
| 729-10 | mounting (overhead truss)(structure mounted) | 1 | EACH | 44,500.00 | 44,500.00 | ||||||
| 729-11 | mounting (overhead cantilever)(ground mounted) | 3 | EACH | 31,000.00 | 93,000.00 | ||||||
| 729-20-A | footings for overhead mountings (truss) | 2 | EACH | 35,000.00 | 70,000.00 | ||||||
| 729-20-B | footings for overhead mountings (cantilever) | 2 | EACH | 40,000.00 | 80,000.00 | ||||||
| 729-21 | u-channel post | 3 | EACH | 390.00 | 1,170.00 | ||||||
| 730-01 | trenching and backfilling | 1,040 | LNFT | 4.60 | 4,784.00 | ||||||
| 730-02-A | conduit with conductors (1-1/2" pvc sch. 40 in trench, w/(3) 1/c #6 xhhw-2, (1) 1/c #6 bare solid grnd) |
1,000 | LNFT | 9.90 | 9,900.00 | ||||||
| 730-02-B | conduit with conductors (1-1/2" rigid aluminum exposed w/(3) 1/c #6 xhhw-2, (1) 1/c #6 xhhw-2 green grnd.) |
1,000 | LNFT | 19.70 | 19,700.00 | ||||||
| 730-02-C | conduit with conductors (1-1/2" pvc sch 40 in trench w/(2) 1/c #2 xhhw-2, (1) 1/c #2 bare solid grnd.) |
40 | LNFT | 11.00 | 440.00 | ||||||
| 730-02-D | conduit with conductors (1-1/2" rigid steel exposed w/(2) 1/c #2 xhhw-2, (1 ) 1/c #2 xhhw-2 green grnd.) |
40 | LNFT | 22.00 | 880.00 | ||||||
| 730-02-E | conduit with conductors (1" rigid aluminum exposed w/(2) 1/c #8 xhhw-2, (1) 1/c #8 xhhw-2 green grnd.) |
650 | LNFT | 13.00 | 8,450.00 | ||||||
| 730-04 | jacking or bored casing (6" schedule 80 pvc.) | 400 | LNFT | 32.00 | 12,800.00 | ||||||
| 730-05 | light pole (steel, overpass structure mounted 4' arm with bridge fitter) |
4 | EACH | 1,060.00 | 4,240.00 | ||||||
| 730-06 | high mast pole (steel, 110' nominal mounting height from cluster to roadway, 6 ring, internal lowering device) |
5 | EACH | 26,000.00 | 130,000.00 | ||||||
| 730-07-A | luminaire (1000w hps high mast, type a) | 30 | EACH | 1,000.00 | 30,000.00 | ||||||
| 730-07-B | luminaire (250w hps, lowmast, type b) | 4 | EACH | 120.00 | 480.00 | ||||||
| 730-07-C | luminaire (150w hps, underpass, weatherproof, type c) | 4 | EACH | 450.00 | 1,800.00 | ||||||
| 730-08 | electrical service point (pedestal) | 2 | EACH | 6,100.00 | 12,200.00 | ||||||
| 730-11 | removal and disposal of electrical equipment | lump | LUMP | 6,270.00 | 6,270.00 | ||||||
| 730-12 | removal and storage of light poles | 47 | EACH | 180.00 | 8,460.00 | ||||||
| 730-13 | removal and disposal of light poles foundations | 47 | EACH | 610.00 | 28,670.00 | ||||||
| 730-14 | removal and disposal of luminaires | 47 | EACH | 58.00 | 2,726.00 | ||||||
| 730-16 | underground junction box (13"x24") | 2 | EACH | 1,050.00 | 2,100.00 | ||||||
| 730-17 | structure junction box (8"x8"x4") | 9 | EACH | 790.00 | 7,110.00 | ||||||
| 731-01 | nonreflectorized raised pavement markers | 748 | EACH | 12.00 | 8,976.00 | ||||||
| 731-02 | reflectorized raised pavement markers | 1,670 | EACH | 5.25 | 8,767.50 | ||||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 6.106 | MILE | 2,500.00 | 15,265.00 | ||||||
| 732-02-B | plastic pavement striping (solid line) (6" width) | 0.116 | MILE | 4,200.00 | 487.20 | ||||||
| 732-02-C | plastic pavement striping (solid line) (8" width) | 0.935 | MILE | 5,900.00 | 5,516.50 | ||||||
| 732-02-D | plastic pavement striping (solid line) (12" width) | 0.038 | MILE | 9,200.00 | 349.60 | ||||||
| 732-02-E | plastic pavement striping (solid line) (24" width) | 0.298 | MILE | 23,200.00 | 6,913.60 | ||||||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 1.472 | MILE | 825.00 | 1,214.40 | ||||||
| 732-04-A | plastic pavement legends & symbols (arrow) | 4 | EACH | 215.00 | 860.00 | ||||||
| 732-04-C | plastic pavement legends & symbols (only) | 3 | EACH | 235.00 | 705.00 | ||||||
| 732-05 | removal of existing markings | 0.669 | MILE | 5,010.00 | 3,351.69 | ||||||
| 733-01-A | concrete roadway barrier (32") | 647.9 | LNFT | 170.00 | 110,143.00 | ||||||
| 733-01-B | concrete roadway barrier (32")(slotted) | 227.8 | LNFT | 200.00 | 45,560.00 | ||||||
| 733-01-C | concrete roadway barrier/retaining wall (32") | 1,269.4 | LNFT | 210.00 | 266,574.00 | ||||||
| 733-01-D | concrete roadway barrier/retaining wall (32")(slotted) | 1,758.9 | LNFT | 215.00 | 378,163.50 | ||||||
| 736-01 | trenching and backfilling | 1,370 | LNFT | 4.60 | 6,302.00 | ||||||
| 736-03-A | jacked or bored conduit (3" rmc) | 435 | LNFT | 13.00 | 5,655.00 | ||||||
| 736-04-B | signal support (mast arm pole, twin arms, 30' & 45') | 1 | EACH | 14,000.00 | 14,000.00 | ||||||
| 736-04-C | signal support (mast arm pole, 30' arm) | 1 | EACH | 9,200.00 | 9,200.00 | ||||||
| 736-04-D | signal support (mast arm pole, twin arms, 25' & 35') | 1 | EACH | 12,000.00 | 12,000.00 | ||||||
| 736-04-E | signal support (mast arm pole, 25' arm) | 1 | EACH | 9,000.00 | 9,000.00 | ||||||
| 736-04-F | signal support (mast arm pole, twin arms, 25' & 30') | 1 | EACH | 11,400.00 | 11,400.00 | ||||||
| 736-06 | signal service | 2 | EACH | 1,600.00 | 3,200.00 | ||||||
| 736-10-A | underground junction box (type d) | 16 | EACH | 590.00 | 9,440.00 | ||||||
| 736-12-A | conductor (1c, #6 awg, 600v, service) | 285 | LNFT | 1.80 | 513.00 | ||||||
| 740-01 | construction layout | lump | LUMP | 500,000.00 | 500,000.00 | ||||||
| 802-02 | structural excavation for intermediate bents | 3,910.2 | CUYD | 200.00 | 782,040.00 | ||||||
| 803-03 | steel sheet pile wall | 37,990 | SQFT | 10.50 | 398,895.00 | ||||||
| 804-01-B | precast concrete piles (14") | 46,549 | LNFT | 42.00 | 1,955,058.00 | ||||||
| 804-01-C | precast concrete piles (16") | 8,010 | LNFT | 55.00 | 440,550.00 | ||||||
| 804-02-A | treated timber piles (noncoastal treatment) | 8,640 | LNFT | 30.00 | 259,200.00 | ||||||
| 804-05 | precast concrete test piles | 7 | EACH | 45,000.00 | 315,000.00 | ||||||
| 804-09 | loading test piles | 7 | EACH | 5,000.00 | 35,000.00 | ||||||
| 804-10 | reloading test piles | 7 | EACH | 2,500.00 | 17,500.00 | ||||||
| 804-11 | redriving test piles | 7 | EACH | 2,000.00 | 14,000.00 | ||||||
| 804-12 | loading permanent piles | 5 | EACH | 15,000.00 | 75,000.00 | ||||||
| 804-17 | dynamic monitoring | 21 | EACH | 1,250.00 | 26,250.00 | ||||||
| 805-01-C | class a concrete (retaining walls) | 355.07 | CUYD | 850.00 | 301,809.50 | ||||||
| 805-01-D | class a concrete (footings) | 1,509.18 | CUYD | 400.00 | 603,672.00 | ||||||
| 805-01-F | class a concrete (bents) | 1,765.63 | CUYD | 1,000.00 | 1,765,630.00 | ||||||
| 805-02-F | class a(m) concrete (bents) | 284.45 | CUYD | 1,100.00 | 312,895.00 | ||||||
| 805-03 | class aa concrete | 5,492.73 | CUYD | 800.00 | 4,394,184.00 | ||||||
| 805-08-C | precast-prestressed concrete girders (type iii) | 9,622.6 | LNFT | 100.00 | 962,260.00 | ||||||
| 805-08-D | precast-prestressed concrete girders (type iv) | 378.0 | LNFT | 130.00 | 49,140.00 | ||||||
| 805-08-G | precast-prestressed concrete girders (type bt-72) | 476.7 | LNFT | 220.00 | 104,874.00 | ||||||
| 805-11 | strip seal joints | 646.33 | LNFT | 165.00 | 106,644.45 | ||||||
| 806-01 | deformed reinforcing steel | 2,096,782 | LB | 0.75 | 1,572,586.50 | ||||||
| 807-08 | structural metalwork | lump | LUMP | 18,150,000.00 | 18,150,000.00 | ||||||
| 810-01-A | concrete railing (32" barrier) | 11,406.88 | LNFT | 40.00 | 456,275.20 | ||||||
| 810-01-B | concrete railing (42" barrier) | 471.13 | LNFT | 65.00 | 30,623.45 | ||||||
| 810-05 | pipe & concrete railing | 154.92 | LNFT | 180.00 | 27,885.60 | ||||||
| 812-01-C | treated timber (noncoastal treatment) | 78.68 | MFBM | 1,375.00 | 108,185.00 | ||||||
| 813-01 | concrete approach slabs | 78.45 | SQYD | 200.00 | 15,690.00 | ||||||
| 813-02 | concrete approach slabs (pile supported) | 1,241.04 | SQYD | 350.00 | 434,364.00 | ||||||
| S-001 | impact attenuators (construction zone)(dotd furnished) | 2 | EACH | 16,000.00 | 32,000.00 | ||||||
| S-002 | cleaning existing culverts | 1,450 | LNFT | 15.00 | 21,750.00 | ||||||
| S-003 | vibration monitoring | 2,000 | HOUR | 150.00 | 300,000.00 | ||||||
| S-004 | saw cutting (1" depth) | 3,679 | LNFT | 8.50 | 31,271.50 | ||||||
| S-005 | dynamic message sign unit | 6 | EACH | 25,000.00 | 150,000.00 | ||||||
| S-006 | exposed aggregate surface | 1,156 | SQYD | 150.00 | 173,400.00 | ||||||
| S-007 | testing existing loop detectors | 5 | EACH | 460.00 | 2,300.00 | ||||||
| S-008-A | conduit (1" pvc) | 965 | LNFT | 2.50 | 2,412.50 | ||||||
| S-008-B | conduit (2" pvc) | 265 | LNFT | 3.30 | 874.50 | ||||||
| S-008-C | conduit (3" pvc) | 150 | LNFT | 4.50 | 675.00 | ||||||
| S-009 | traffic manhole | 2 | EACH | 2,100.00 | 4,200.00 | ||||||
| S-010-A | cable (2c #14 awg, 600v. with outer shield) | 1,060 | LNFT | 1.50 | 1,590.00 | ||||||
| S-010-B | cable (5c #14 awg, 600v.) | 685 | LNFT | 3.00 | 2,055.00 | ||||||
| S-010-C | cable (7c #14 awg, 600v.) | 615 | LNFT | 3.20 | 1,968.00 | ||||||
| S-010-D | cable (12c #19 awg, with outer shield) | 840 | LNFT | 3.40 | 2,856.00 | ||||||
| S-011 | loop detector | 335 | LNFT | 16.00 | 5,360.00 | ||||||
| S-012-A | signal head (type a)(mast arm mount) | 17 | EACH | 1,000.00 | 17,000.00 | ||||||
| S-012-B | signal head (type b)(mast arm mount) | 1 | EACH | 900.00 | 900.00 | ||||||
| S-012-C | signal head (type a)(pedestal mount) | 3 | EACH | 900.00 | 2,700.00 | ||||||
| S-013 | priority control equipment | lump | LUMP | 8,000.00 | 8,000.00 | ||||||
| S-014 | sign support (pedestal pole) | 3 | EACH | 2,800.00 | 8,400.00 | ||||||
| S-015 | signal controller | 2 | EACH | 13,020.00 | 26,040.00 | ||||||
| S-016 | saw cutting (3/4" depth) | 481 | LNFT | 8.00 | 3,848.00 | ||||||
| S-017 | circuit breaker disconnect (underpass) | 2 | EACH | 1,400.00 | 2,800.00 | ||||||
| S-018 | underground duct marker (concrete) | 8 | EACH | 180.00 | 1,440.00 | ||||||
| S-019 | marker tape (underground) | 1,040 | LNFT | 0.30 | 312.00 | ||||||
| S-020 | service disconnect (secondary power controller) | 4 | EACH | 2,120.00 | 8,480.00 | ||||||
| S-101-A | deck drainage system (type a) | 23 | EACH | 8,500.00 | 195,500.00 | ||||||
| S-101-B | deck drainage system (type b) | lump | LUMP | 190,000.00 | 190,000.00 | ||||||
| S-103-A | sign support base (small) | 2 | EACH | 2,180.00 | 4,360.00 | ||||||
| S-103-B | sign support base (overhead truss) | 2 | EACH | 25,000.00 | 50,000.00 | ||||||
| S-104 | impact attenuator (kinetic) | 5 | EACH | 18,000.00 | 90,000.00 | ||||||
| S-105 | brick vneer (columns) | lump | LUMP | 120,000.00 | 120,000.00 | ||||||
| S-106 | temporary precast concrete barriers (anchored) | 58.5 | LNFT | 350.00 | 20,475.00 | ||||||
| S-150 | 8" pvc (sdr35) sewer pipe at 4'- 6' of cover | 415.0 | LNFT | 90.00 | 37,350.00 | ||||||
| S-151 | type iv standard trench (4'- 6') | 415 | LNFT | 130.00 | 53,950.00 | ||||||
| S-152 | standard manholes less than 6' deep | 3 | EACH | 3,200.00 | 9,600.00 | ||||||
| S-153 | standard manholes at 6'- 8'deep | 1 | EACH | 4,000.00 | 4,000.00 | ||||||
| S-154 | granular material backfill for sewer line | 270 | CUYD | 40.00 | 10,800.00 | ||||||
| S-155 | sewer line marking tape | 4.20 | 100' | 10.00 | 42.00 | ||||||
| S-156 | demolition of existing sewer line | 375 | LNFT | 20.00 | 7,500.00 | ||||||
| S-157 | demolition of existing manhole | 3 | EACH | 1,900.00 | 5,700.00 | ||||||
| S-170 | 8" pvc pipe (c-900) | 300 | LNFT | 100.00 | 30,000.00 | ||||||
| S-171 | 8" pvc pipe (c-900) with restrained joints | 100 | LNFT | 180.00 | 18,000.00 | ||||||
| S-172 | 8" ductile iron pipe with restrained joints | 540 | LNFT | 200.00 | 108,000.00 | ||||||
| S-173 | ductile iron fittings with restrained joints | 1.4 | TON | 4,000.00 | 5,600.00 | ||||||
| S-174 | air valve installations | 8 | EACH | 600.00 | 4,800.00 | ||||||
| S-175 | 8" valve (with restrained joints) | 6 | EACH | 1,800.00 | 10,800.00 | ||||||
| S-176 | 2" meter relocation | 3 | EACH | 1,800.00 | 5,400.00 | ||||||
| S-177 | 2" p.e. service line | 30 | LNFT | 40.00 | 1,200.00 | ||||||
| S-178 | 2" service tap | 3 | EACH | 1,500.00 | 4,500.00 | ||||||
| S-179 | timber thrust blocking | 2.5 | MFBM | 2,000.00 | 5,000.00 | ||||||
| S-180 | granular material for water line foundation | 145 | CUYD | 40.00 | 5,800.00 | ||||||
| S-181 | granular material backfill for water line | 520 | CUYD | 38.00 | 19,760.00 | ||||||
| S-182 | water line marking tape | 4.00 | 100' | 10.00 | 40.00 | ||||||
| S-183 | abandonment & removal of all water pipe along causeway blvd. |
lump | LUMP | 6,000.00 | 6,000.00 | ||||||
| S-184 | police detail for i-10 westbound closure | 120 | HOUR | 200.00 | 24,000.00 | ||||||
| S-185 | police detail for i-10 eastbound closure | 60 | HOUR | 200.00 | 12,000.00 | ||||||
| S-190 | i-10 westbound closure | lump | LUMP | 500,000.00 | 500,000.00 | ||||||
| S-191 | i-10 eastbound closure | lump | LUMP | 400,000.00 | 400,000.00 | ||||||
| ITEM TOTAL (CONSTRUCTION BID) | 50,988,401.69 | ||||||||||
| NUMBER OF DAYS BID AT $5,000 PER DAY. | 4,500,000.00 | ||||||||||
| TOTAL BID | 55,488,401.69 | ||||||||||