| READV |
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| Lead Project: 451-02-0081 | |||
| Parish: BOSSIER | |||
| Routes: I-20 | |||
| Description: INDUSTRIAL DRIVE RAMP AND FRONTAGE ROAD IMPROVEMENTS | |||
| Type Const:
grading, drainage structures, superpave asphaltic conc base course, pccp, bridge widening, traffic signalization and related work. | |||
| Estimated Construction Cost: $4,312,927.65 | |||
| Maximum Number of Days Allowed for Construction: 365 | |||
| Calculated Daily User Cost: $2,000.00 | |||
| Rank | License | Bidder | Construction Bid | Bidder's Proposed Contract Time | Total Bid |
|---|---|---|---|---|---|
| 1 | 28218 | F. J. BURNELL, INC. | $3,293,616.94 | 300 | $3,893,616.94 |
| 2 | 36374 | BEST-YET BUILDERS, LLC | $3,664,506.46 | 300 | $4,264,506.46 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - F. J. BURNELL, INC. |
- 2 - BEST-YET BUILDERS, LLC |
|
|
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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 | 120,000.00 | 120,000.00 | 100,000.00 | 100,000.00 | ||||
| 202-02-C | removal of portland cement concrete pavement | 1,638 | SQYD | 7.00 | 11,466.00 | 15.00 | 24,570.00 | ||||
| 202-02-D | removal of concrete walks & drives | 261 | SQYD | 10.00 | 2,610.00 | 16.25 | 4,241.25 | ||||
| 202-02-E | removal of concrete curbs | 769.1 | LNFT | 3.00 | 2,307.30 | 15.00 | 11,536.50 | ||||
| 202-02-G | removal of surfacing & stabilized base | 6,138.3 | SQYD | 5.00 | 30,691.50 | 5.00 | 30,691.50 | ||||
| 202-02-I | removal of incidental concrete pavement | 83.9 | SQYD | 10.00 | 839.00 | 15.00 | 1,258.50 | ||||
| 202-02-J | removal of concrete headwall | 2 | EACH | 400.00 | 800.00 | 5,000.00 | 10,000.00 | ||||
| 202-02-K | removal of reinforced concrete pipe | 102.0 | LNFT | 11.00 | 1,122.00 | 50.00 | 5,100.00 | ||||
| 202-02-L | removal of fence | 800 | LNFT | 2.00 | 1,600.00 | 10.00 | 8,000.00 | ||||
| 202-02-M | removal of traffic signal equipment | lump | LUMP | 10,000.00 | 10,000.00 | 4,000.00 | 4,000.00 | ||||
| 203-01 | general excavation | 4,533 | CUYD | 8.00 | 36,264.00 | 6.00 | 27,198.00 | ||||
| 203-04 | embankment | 1,688 | CUYD | 15.00 | 25,320.00 | 5.00 | 8,440.00 | ||||
| 204-05-A | temporary sediment check dams (hay) | 80 | EACH | 70.00 | 5,600.00 | 150.00 | 12,000.00 | ||||
| 204-06 | temporary silt fencing | 1,000 | LNFT | 2.00 | 2,000.00 | 3.50 | 3,500.00 | ||||
| 304-05 | lime treatment (type e) | 266.50 | TON | 265.00 | 70,622.50 | 425.00 | 113,262.50 | ||||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
9 | CUYD | 100.00 | 900.00 | 60.00 | 540.00 | ||||
| 502-01 | superpave asphaltic concrete | 3,796.5 | TON | 105.00 | 398,632.50 | 80.00 | 303,720.00 | ||||
| 601-01-K | portland cement concrete pavement (10" thick) | 9,242.7 | SQYD | 52.00 | 480,620.40 | 65.00 | 600,775.50 | ||||
| 601-03-K | portland cement concrete shoulder (10" thick) | 2,262.2 | SQYD | 55.00 | 124,421.00 | 75.00 | 169,665.00 | ||||
| 601-04 | portland cement concrete pavement coring | 15 | EACH | 150.00 | 2,250.00 | 250.00 | 3,750.00 | ||||
| 701-01-I/K | cross drain pipe (24" rcp/pcp or 30" cmp) | 105 | LNFT | 75.00 | 7,875.00 | 65.00 | 6,825.00 | ||||
| 701-05-I | side drain pipe (24") | 24 | LNFT | 75.00 | 1,800.00 | 65.00 | 1,560.00 | ||||
| 701-10-I | reinforced concrete pipe (extension)(24") | 12 | LNFT | 125.00 | 1,500.00 | 150.00 | 1,800.00 | ||||
| 704-03 | blocked out guard rail | 187.5 | LNFT | 28.00 | 5,250.00 | 20.00 | 3,750.00 | ||||
| 704-08-B | guard rail transitions (double thrie beam) | 50.0 | LNFT | 75.00 | 3,750.00 | 55.00 | 2,750.00 | ||||
| 704-11-A | guard rail end treatment (flared) | 2 | EACH | 2,300.00 | 4,600.00 | 2,300.00 | 4,600.00 | ||||
| 705-06-B | chain link fence (5-foot height) | 946 | LNFT | 13.50 | 12,771.00 | 26.00 | 24,596.00 | ||||
| 706-02-C | concrete drive (6" thick) | 173.9 | SQYD | 42.00 | 7,303.80 | 50.00 | 8,695.00 | ||||
| 706-03-A | incidental concrete paving (4" thick) | 13.5 | SQYD | 100.00 | 1,350.00 | 45.00 | 607.50 | ||||
| 707-01 | concrete curb | 185.6 | LNFT | 10.00 | 1,856.00 | 12.00 | 2,227.20 | ||||
| 707-03 | combination concrete curb & gutter | 71.0 | LNFT | 30.00 | 2,130.00 | 30.00 | 2,130.00 | ||||
| 708-01 | right-of-way monument | 4 | EACH | 250.00 | 1,000.00 | 225.00 | 900.00 | ||||
| 708-02 | right-of-way monument witness post | 4 | EACH | 250.00 | 1,000.00 | 100.00 | 400.00 | ||||
| 712-01-A | concrete cast-in-place revetment (4" thick) | 248 | SQYD | 50.00 | 12,400.00 | 48.00 | 11,904.00 | ||||
| 713-01 | temporary signs & barricades | lump | LUMP | 80,000.00 | 80,000.00 | 100,000.00 | 100,000.00 | ||||
| 713-09 | temporary precast concrete barrier (department furnished) |
1,750 | EACH | 1.00 | 1,750.00 | 250.00 | 437,500.00 | ||||
| 722-02 | project site laboratory (equipped) | 1 | EACH | 1,000.00 | 1,000.00 | 15,000.00 | 15,000.00 | ||||
| 725-02 | temporary detour roads | 2,403.7 | SQYD | 70.00 | 168,259.00 | 100.00 | 240,370.00 | ||||
| 727-01 | mobilization | lump | LUMP | 300,000.00 | 300,000.00 | 350,000.00 | 350,000.00 | ||||
| 729-01 | sign (type a) | 37.5 | SQFT | 40.00 | 1,500.00 | 22.00 | 825.00 | ||||
| 729-01-A | sign (type a)(mast arm mounted) | 30.0 | SQFT | 40.00 | 1,200.00 | 19.00 | 570.00 | ||||
| 729-02 | sign (type b) | 94.7 | SQFT | 35.00 | 3,314.50 | 17.50 | 1,657.25 | ||||
| 729-16-C | object marker assembly (type 3) | 2 | EACH | 110.00 | 220.00 | 82.00 | 164.00 | ||||
| 729-21 | u-channel post | 14 | EACH | 50.00 | 700.00 | 95.00 | 1,330.00 | ||||
| 730-01 | trenching and backfilling | 3,700 | LNFT | 2.25 | 8,325.00 | 2.00 | 7,400.00 | ||||
| 730-02-A | conduit with conductors (3#4 xhhw-2 conductors in 1-1/2" rigid galvanized steel conduit (above ground)) |
40 | LNFT | 23.00 | 920.00 | 20.00 | 800.00 | ||||
| 730-02-B | conduit with conductors (3#4 xhhw-2 conductors in 1-1/2" schedule 40 pvc conduit (underground)) |
300 | LNFT | 12.00 | 3,600.00 | 10.00 | 3,000.00 | ||||
| 730-02-C | conduit with conductors (4#6 xhhw-2 conductors, 1#8 bare solid ground in 1- 1/2" schedule 40 pvc conduit (underground)) |
300 | LNFT | 12.00 | 3,600.00 | 10.00 | 3,000.00 | ||||
| 730-02-D | conduit with conductors (2#6 xhhw-2 conductors, 1#8 bare solid ground in 1- 1/2" schedule 40 pvc conduit (undergound)) |
3,060 | LNFT | 7.30 | 22,338.00 | 6.50 | 19,890.00 | ||||
| 730-02-E | conduit with conductors (2#6 xhhw-2 conductors, 1#8 bare solid ground in 1- 1/2" galv. rigid steel conduit (undergrnd)) |
40 | LNFT | 12.00 | 480.00 | 10.00 | 400.00 | ||||
| 730-02-F | conduit with conductors (2#6 xhhw-2 conductors, 1#8 green ground in 1-1/2" rigid aluminum conduit (structure mount)) |
170 | LNFT | 30.00 | 5,100.00 | 26.00 | 4,420.00 | ||||
| 730-02-G | conduit with conductors (2#6 xhhw-2 conductors, 1#8 green ground in 1-1/2" liq.tight flex. metal conduit (str. mount)) |
30 | LNFT | 34.00 | 1,020.00 | 30.00 | 900.00 | ||||
| 730-04-A | jacking or bored casing (6" diameter schedule 80 pvc conduit) |
400 | LNFT | 73.00 | 29,200.00 | 65.00 | 26,000.00 | ||||
| 730-05-A | light pole (barrier structure mount, steel, 40' mounting height, 6' truss a rm, concrete blister) |
1 | EACH | 3,400.00 | 3,400.00 | 3,000.00 | 3,000.00 | ||||
| 730-05-B | light pole (40' mounting height, steel, breakaway trans. base, junct. box, concrete drill shaft, concrete mowing apron) |
2 | EACH | 7,000.00 | 14,000.00 | 6,300.00 | 12,600.00 | ||||
| 730-07-A | luminaire | 17 | EACH | 500.00 | 8,500.00 | 450.00 | 7,650.00 | ||||
| 730-08-A | electrical service point (existing pole) | 3 | EACH | 3,400.00 | 10,200.00 | 3,000.00 | 9,000.00 | ||||
| 730-09 | electrical system | lump | LUMP | 11,000.00 | 11,000.00 | 9,800.00 | 9,800.00 | ||||
| 730-14-A | removal and disposal of luminaires (250 watt high pressure sodium) |
15 | EACH | 110.00 | 1,650.00 | 100.00 | 1,500.00 | ||||
| 730-15-A | relocate light poles (40' steel, ground mount, 6' truss arm) |
9 | EACH | 2,000.00 | 18,000.00 | 1,800.00 | 16,200.00 | ||||
| 730-16-A | underground junction box (13" x 24") | 6 | EACH | 450.00 | 2,700.00 | 400.00 | 2,400.00 | ||||
| 730-17-A | structure junction box (8" x 8" x 4") | 4 | EACH | 450.00 | 1,800.00 | 400.00 | 1,600.00 | ||||
| 731-02 | reflectorized raised pavement markers | 800 | EACH | 6.00 | 4,800.00 | 5.90 | 4,720.00 | ||||
| 732-01-C-04 | plastic pavement striping (dotted line)(8" width) | 1,517 | LNFT | 1.40 | 2,123.80 | 1.65 | 2,503.05 | ||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 2.344 | MILE | 2,600.00 | 6,094.40 | 2,565.00 | 6,012.36 | ||||
| 732-02-C | plastic pavement striping (solid line) (8" width) | 0.417 | MILE | 5,300.00 | 2,210.10 | 4,950.00 | 2,064.15 | ||||
| 732-02-E | plastic pavement striping (solid line) (24" width) | 0.161 | MILE | 16,000.00 | 2,576.00 | 15,000.00 | 2,415.00 | ||||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 0.202 | MILE | 820.00 | 165.64 | 750.00 | 151.50 | ||||
| 732-04-A | plastic pavement legends & symbols (arrow) | 10 | EACH | 160.00 | 1,600.00 | 165.00 | 1,650.00 | ||||
| 732-04-B | plastic pavement legends & symbols (double arrow) | 1 | EACH | 220.00 | 220.00 | 215.00 | 215.00 | ||||
| 732-04-C | plastic pavement legends & symbols (only) | 10 | EACH | 175.00 | 1,750.00 | 175.00 | 1,750.00 | ||||
| 736-01 | trenching and backfilling | 2,885 | LNFT | 2.25 | 6,491.25 | 2.00 | 5,770.00 | ||||
| 736-03-B | jacked or bored conduit (3" p.e.c., sch.80) | 1,005 | LNFT | 23.50 | 23,617.50 | 21.00 | 21,105.00 | ||||
| 736-04-B | signal support (mast arm 25') | 4 | EACH | 10,000.00 | 40,000.00 | 8,620.00 | 34,480.00 | ||||
| 736-04-C | signal support (mast arm 30') | 1 | EACH | 10,000.00 | 10,000.00 | 8,740.00 | 8,740.00 | ||||
| 736-04-D | signal support (mast arm 50') | 1 | EACH | 14,000.00 | 14,000.00 | 12,700.00 | 12,700.00 | ||||
| 736-04-E | signal support (duel mast arm 30'/50') | 1 | EACH | 19,000.00 | 19,000.00 | 16,680.00 | 16,680.00 | ||||
| 736-05-B | signal heads (12" l.e.d., 3 section, r, y, g) | 18 | EACH | 1,500.00 | 27,000.00 | 1,350.00 | 24,300.00 | ||||
| 736-05-C | signal heads (12" l.e.d., 5 section, r, y, lt.y, lt.g, g) |
3 | EACH | 2,200.00 | 6,600.00 | 2,000.00 | 6,000.00 | ||||
| 736-06-A | signal service (pedestal type) | 2 | EACH | 2,000.00 | 4,000.00 | 1,800.00 | 3,600.00 | ||||
| 736-08-A | signal controller (nema, ts-2, type 2, type 6 ground mounted cabinet) |
3 | EACH | 20,000.00 | 60,000.00 | 18,000.00 | 54,000.00 | ||||
| 736-10-A | underground junction box (type f) | 4 | EACH | 600.00 | 2,400.00 | 525.00 | 2,100.00 | ||||
| 736-10-B | underground junction box (type g) | 9 | EACH | 1,000.00 | 9,000.00 | 857.00 | 7,713.00 | ||||
| 736-10-C | underground junction box (type h) | 3 | EACH | 1,200.00 | 3,600.00 | 1,058.00 | 3,174.00 | ||||
| 736-10-D | underground junction box (type e) | 6 | EACH | 500.00 | 3,000.00 | 460.00 | 2,760.00 | ||||
| 736-11-A | conduit (2" p.e.c., sch.80) | 2,770 | LNFT | 5.60 | 15,512.00 | 5.00 | 13,850.00 | ||||
| 736-11-B | conduit (3" p.e.c., sch.80) | 115 | LNFT | 12.00 | 1,380.00 | 10.00 | 1,150.00 | ||||
| 736-12-A | conductor (power, 3c, 6 gauge, #6 awg., concentric) | 1,530 | LNFT | 3.65 | 5,584.50 | 3.25 | 4,972.50 | ||||
| 736-12-B | conductor (signal, 10c, #14 awg., stranded) | 1,035 | LNFT | 2.80 | 2,898.00 | 2.50 | 2,587.50 | ||||
| 736-12-C | conductor (interconnect, 6 pair, twisted pair, #19 awg., solid, imsa 20-2) |
1,200 | LNFT | 6.75 | 8,100.00 | 6.00 | 7,200.00 | ||||
| 739-01 | hydro-seeding | 5.00 | ACRE | 2,000.00 | 10,000.00 | 1,600.00 | 8,000.00 | ||||
| 740-01 | construction layout | lump | LUMP | 70,000.00 | 70,000.00 | 50,000.00 | 50,000.00 | ||||
| 744-01 | traffic control management | lump | LUMP | 54,000.00 | 54,000.00 | 100,000.00 | 100,000.00 | ||||
| 804-01-E | precast concrete piles (20") | 800 | LNFT | 172.00 | 137,600.00 | 90.00 | 72,000.00 | ||||
| 804-12 | loading permanent piles | 1 | EACH | 1,000.00 | 1,000.00 | 1.00 | 1.00 | ||||
| 805-01-F | class a concrete (bents) | 34.69 | CUYD | 1,500.00 | 52,035.00 | 1,000.00 | 34,690.00 | ||||
| 806-01 | deformed reinforcing steel | 5,887 | LB | 2.00 | 11,774.00 | 1.10 | 6,475.70 | ||||
| 810-01 | concrete railing (barrier) | 342.25 | LNFT | 65.00 | 22,246.25 | 80.00 | 27,380.00 | ||||
| 813-01 | concrete approach slabs | 98.60 | SQYD | 250.00 | 24,650.00 | 195.00 | 19,227.00 | ||||
| S-001 | modular breakaway cable system (low mast) | 11 | EACH | 2,500.00 | 27,500.00 | 2,200.00 | 24,200.00 | ||||
| S-002 | concrete marker (underground duct) | 6 | EACH | 225.00 | 1,350.00 | 200.00 | 1,200.00 | ||||
| S-003 | marker tape (underground) | 4,100 | LNFT | 1.10 | 4,510.00 | 1.00 | 4,100.00 | ||||
| S-004 | video detection device and connection | 8 | EACH | 7,500.00 | 60,000.00 | 6,600.00 | 52,800.00 | ||||
| S-005 | video detection system | 3 | EACH | 4,400.00 | 13,200.00 | 3,900.00 | 11,700.00 | ||||
| S-006 | convert catch basin to manhole | 1 | each | 2,000.00 | 2,000.00 | 3,500.00 | 3,500.00 | ||||
| S-007 | impact attenuators (construction zone) | 2 | each | 20,000.00 | 40,000.00 | 26,500.00 | 53,000.00 | ||||
| S-008 | sawcuting pcc pavement | 440 | LNFT | 15.00 | 6,600.00 | 10.00 | 4,400.00 | ||||
| S-101 | slab saw cut | lump | LUMP | 15,000.00 | 15,000.00 | 8,000.00 | 8,000.00 | ||||
| S-102 | slab span widening | 5 | SPAN | 72,000.00 | 360,000.00 | 27,500.00 | 137,500.00 | ||||
| ITEM TOTAL (CONSTRUCTION BID) | 3,293,616.94 | 3,664,506.46 | |||||||||
| Number of Days Bid at $2,000 per day. | 300 | 600,000.00 | 300 | 600,000.00 | 0 | 0 | |||||
| TOTAL BID | 3,893,616.94 | 4,264,506.46 | |||||||||