| READV |
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| DBE GOAL FED | |||
| Lead Project: 064-30-0035 | |||
| Parish: LAFOURCHE | |||
| Routes: LA 3090, LA 1 | |||
| Description: FOURCHON TO LEEVILLE BRIDGE (PHASE 1A) | |||
| Type Const:
emb., acp, alt. a (sec a - v. slab (long or short pile); alt b (sec-b) v.slab (long or short pile),type iii span (long or short pile; type bt-63 span (long or short pile) & rel. work | |||
| Estimated Construction Cost: $132,054,282.40 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 34567 | JAMES CONSTRUCTION GROUP LLC | $137,479,548.15 |
| 2 | 01029 | TRAYLOR BRO/MASSMAN CONST A JT VENT | $138,287,218.69 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - JAMES CONSTRUCTION GROUP LLC |
- 2 - TRAYLOR BRO/MASSMAN CONST A JT VENT |
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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 | 755,000.00 | 755,000.00 | 100,000.00 | 100,000.00 | ||||
| 202-01 | removal of structures & obstructions | lump | LUMP | 20,000.00 | 20,000.00 | 10,000.00 | 10,000.00 | ||||
| 202-02-G | removal of surfacing & stabilized base | 1,734.7 | SQYD | 9.00 | 15,612.30 | 9.75 | 16,913.33 | ||||
| 203-01 | general excavation | 676 | CUYD | 14.00 | 9,464.00 | 15.00 | 10,140.00 | ||||
| 203-04 | embankment | 1,676 | CUYD | 43.00 | 72,068.00 | 46.00 | 77,096.00 | ||||
| 203-05 | nonplastic embankment | 4,340 | CUYD | 41.00 | 177,940.00 | 44.00 | 190,960.00 | ||||
| 204-02 | temporary hay or straw bales | 20 | EACH | 15.00 | 300.00 | 16.00 | 320.00 | ||||
| 204-06 | temporary silt fencing | 1,902 | LNFT | 15.00 | 28,530.00 | 1.80 | 3,423.60 | ||||
| 302-02-C-01 | class ii base course (10" thick)(crushed stone or recycled pccp) |
5,059.5 | SQYD | 40.00 | 202,380.00 | 41.00 | 207,439.50 | ||||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 100.0 | CUYD | 75.00 | 7,500.00 | 77.00 | 7,700.00 | ||||
| 502-01 | superpave asphaltic concrete | 5,403.0 | TON | 150.00 | 810,450.00 | 160.00 | 864,480.00 | ||||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
139.8 | TON | 150.00 | 20,970.00 | 160.00 | 22,368.00 | ||||
| 509-01 | cold planing asphaltic pavement | 1,011 | SQYD | 15.00 | 15,165.00 | 16.00 | 16,176.00 | ||||
| 701-04-B | storm drain pipe arch (18" equiv. rcpa) | 272 | LNFT | 80.00 | 21,760.00 | 85.00 | 23,120.00 | ||||
| 702-03-A | catch basins (cb-01) | 2 | EACH | 4,400.00 | 8,800.00 | 4,750.00 | 9,500.00 | ||||
| 703-03 | perforated pipe underdrains | 174 | LNFT | 10.00 | 1,740.00 | 10.50 | 1,827.00 | ||||
| 703-04 | nonperforated pipe underdrains | 66 | LNFT | 10.00 | 660.00 | 10.50 | 693.00 | ||||
| 704-03 | blocked out guard rail | 37.3 | LNFT | 20.00 | 746.00 | 30.00 | 1,119.00 | ||||
| 704-08-B | guard rail transitions (double thrie beam) | 25.0 | LNFT | 60.00 | 1,500.00 | 87.00 | 2,175.00 | ||||
| 704-11-B | guard rail end treatment (tangent) | 1 | EACH | 3,000.00 | 3,000.00 | 2,600.00 | 2,600.00 | ||||
| 708-01 | right-of-way monument | 4 | EACH | 160.00 | 640.00 | 250.00 | 1,000.00 | ||||
| 708-02 | right-of-way monument witness post | 4 | EACH | 60.00 | 240.00 | 200.00 | 800.00 | ||||
| 711-03-C | riprap (30 lb) | 732.0 | TON | 75.00 | 54,900.00 | 80.00 | 58,560.00 | ||||
| 711-04 | geotextile fabric | 2,700 | SQYD | 2.50 | 6,750.00 | 2.70 | 7,290.00 | ||||
| 713-01 | temporary signs & barricades | lump | LUMP | 20,000.00 | 20,000.00 | 25,000.00 | 25,000.00 | ||||
| 716-01-A | mulch (vegetative) | 1.00 | ACRE | 1,200.00 | 1,200.00 | 1,250.00 | 1,250.00 | ||||
| 717-01 | seeding | 30 | LB | 20.00 | 600.00 | 21.00 | 630.00 | ||||
| 718-01 | fertilizer | 1,000 | LB | 1.00 | 1,000.00 | 1.00 | 1,000.00 | ||||
| 727-01 | mobilization | lump | LUMP | 20,550,000.00 | 20,550,000.00 | 20,710,000.00 | 20,710,000.00 | ||||
| 729-01 | sign (type a) | 188.2 | SQFT | 22.50 | 4,234.50 | 23.00 | 4,328.60 | ||||
| 729-02 | sign (type b) | 32.8 | SQFT | 25.00 | 820.00 | 25.00 | 820.00 | ||||
| 729-04 | sign (type d) | 237.0 | SQFT | 29.00 | 6,873.00 | 30.00 | 7,110.00 | ||||
| 729-05 | sign (type e) | 37.6 | SQFT | 39.00 | 1,466.40 | 40.00 | 1,504.00 | ||||
| 729-06 | sign (overhead mounted) | 264.0 | SQFT | 30.00 | 7,920.00 | 31.00 | 8,184.00 | ||||
| 729-08-A | mounting (2 1/2" post) | 15 | EACH | 810.00 | 12,150.00 | 825.00 | 12,375.00 | ||||
| 729-08-B | mounting (3 1/2" post) | 2 | EACH | 750.00 | 1,500.00 | 775.00 | 1,550.00 | ||||
| 729-08-F | mounting (w6 x 12) | 4 | EACH | 1,000.00 | 4,000.00 | 1,050.00 | 4,200.00 | ||||
| 729-08-G | mounting (w8 x 18) | 2 | EACH | 1,500.00 | 3,000.00 | 1,550.00 | 3,100.00 | ||||
| 729-12-A | mounting (overhead butterfly)(structure mounted) | 3 | EACH | 22,000.00 | 66,000.00 | 22,500.00 | 67,500.00 | ||||
| 729-16-C | object marker assembly (type 3) | 1 | EACH | 75.00 | 75.00 | 105.00 | 105.00 | ||||
| 729-18 | milepost assembly (structure mounted) | 100 | EACH | 180.00 | 18,000.00 | 185.00 | 18,500.00 | ||||
| 731-01 | nonreflectorized raised pavement markers | 5,840 | EACH | 14.55 | 84,972.00 | 15.00 | 87,600.00 | ||||
| 731-02 | reflectorized raised pavement markers | 1,439 | EACH | 5.30 | 7,626.70 | 5.50 | 7,914.50 | ||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 13.200 | MILE | 2,340.00 | 30,888.00 | 2,400.00 | 31,680.00 | ||||
| 732-02-C | plastic pavement striping (solid line) (8" width) | 0.200 | MILE | 4,465.00 | 893.00 | 4,600.00 | 920.00 | ||||
| 732-02-E | plastic pavement striping (solid line) (24" width) | 0.200 | MILE | 8,930.00 | 1,786.00 | 9,200.00 | 1,840.00 | ||||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 4.600 | MILE | 967.00 | 4,448.20 | 1,000.00 | 4,600.00 | ||||
| 732-04-A | plastic pavement legends & symbols (arrow) | 6 | EACH | 170.00 | 1,020.00 | 165.00 | 990.00 | ||||
| 732-04-C | plastic pavement legends & symbols (only) | 6 | EACH | 172.00 | 1,032.00 | 180.00 | 1,080.00 | ||||
| 740-01 | construction layout | lump | LUMP | 2,000,000.00 | 2,000,000.00 | 1,400,000.00 | 1,400,000.00 | ||||
| 744-01 | traffic control management | lump | LUMP | 15,000.00 | 15,000.00 | 10,000.00 | 10,000.00 | ||||
| S-001 | erosion control mat | 3,921.7 | SQYD | 25.00 | 98,042.50 | 25.00 | 98,042.50 | ||||
| S-005 | mounting (slab support) | 5 | EACH | 2,660.00 | 13,300.00 | 1,000.00 | 5,000.00 | ||||
| S-006 | resident engineers', housing allowance | lump | LUMP | 500,000.00 | 500,000.00 | 500,000.00 | 500,000.00 | ||||
| S-008 | field office | 2 | EACH | 250,000.00 | 500,000.00 | 150,000.00 | 300,000.00 | ||||
| S-110 | end on construction crane standby time | 1,500 | HOUR | 660.00 | 990,000.00 | 90.00 | 135,000.00 | ||||
| S-113 | temporary construction bridge | 1 | EACH | 600,000.00 | 600,000.00 | 300,000.00 | 300,000.00 | ||||
| SUBTOTAL GENERAL | 27,783,962.60 | 25,387,524.03 | |||||||||
| ALTERNATE A | section a (sta 101+48 to sta 123+14) | ||||||||||
| ALTERNATE A1 | plan section a (al)-voided slab (long pile) | ||||||||||
| 804-01-F-A | precast concrete piles (24")(sect. a) | 34,265 | LNFT | 0.00 | 0.00 | 175.00 | 5,996,375.00 | ||||
| 805-03-A | class aa concrete (sect. a) | 1,923.29 | CUYD | 0.00 | 0.00 | 1,000.00 | 1,923,290.00 | ||||
| 805-08-K-A | precast-prestressed concrete girder(voided slab 4'-0"x 1'-3 1/4")(sect.a) |
23,621.0 | LNFT | 0.00 | 0.00 | 180.00 | 4,251,780.00 | ||||
| 805-08-L-A | precast-prestressed concrete girder(voided slab 3'-0"x 1'-3 1/4")(sect.a) |
118.5 | LNFT | 0.00 | 0.00 | 175.00 | 20,737.50 | ||||
| 805-08-M-A | precast-prestressed concrete girder(voided slab 2'-10" x 1-3 1/4")(sect. a) |
2,883.5 | LNFT | 0.00 | 0.00 | 170.00 | 490,195.00 | ||||
| 805-08-N-A | precast-prestressed concrete girder(voided slab 2'-6" x 1'-3 1/4")(sect. a) |
1,382.5 | LNFT | 0.00 | 0.00 | 160.00 | 221,200.00 | ||||
| 805-08-O-A | precast-prestressed concrete girder(voided slab tapered)(sect. a) |
829.5 | LNFT | 0.00 | 0.00 | 160.00 | 132,720.00 | ||||
| 805-11-A | strip seal joints (sect.a) | 827.03 | LNFT | 0.00 | 0.00 | 200.00 | 165,406.00 | ||||
| 806-01-A | deformed reinforcing steel (sect. a) | 568,607 | LB | 0.00 | 0.00 | 0.92 | 523,118.44 | ||||
| 807-06-A | structural metalwork (sect. a) | lump | LUMP | 0.00 | 0.00 | 110,000.00 | 110,000.00 | ||||
| 810-01-A-A | concrete railing (barrier)(sect.a) | 4,320.45 | LNFT | 0.00 | 0.00 | 38.00 | 164,177.10 | ||||
| 810-04-A | steel and concrete railing (barrier) (sect. a) | 283.60 | LNFT | 0.00 | 0.00 | 275.00 | 77,990.00 | ||||
| 813-01-A | concrete approach slabs (sect. a) | 344.07 | SQYD | 0.00 | 0.00 | 180.00 | 61,932.60 | ||||
| S-111-A | precast concrete piles (24") adjustment (sect. a) | 640 | LNFT | 0.00 | 0.00 | 90.00 | 57,600.00 | ||||
| S-119-A | concrete calibration pile (sect. a) | 1 | EACH | 0.00 | 0.00 | 500,000.00 | 500,000.00 | ||||
| S-120-A | class p concrete (precast cap)(sect. a) | 686.60 | CUYD | 0.00 | 0.00 | 2,100.00 | 1,441,860.00 | ||||
| S-121-A | post tension system-precast slabs (sect. a) | 35,413 | LB | 0.00 | 0.00 | 7.50 | 265,597.50 | ||||
| S-122-A | grout (sect. a) | 70.47 | CUYD | 0.00 | 0.00 | 2,500.00 | 176,175.00 | ||||
| SUBTOTAL ALT A1 | 16,580,154.14 | ||||||||||
| ALTERNATE A2 | plan section a (as)-voided slab (short pile) | ||||||||||
| 804-01-F-A | precast concrete piles (24") (sect. a) | 37,860 | LNFT | 145.00 | 5,489,700.00 | 0.00 | 0.00 | ||||
| 805-03-A | class aa concrete (sect. a) | 1,923.29 | CUYD | 450.00 | 865,480.50 | 0.00 | 0.00 | ||||
| 805-08-K-A | precast-prestressed concrete girder(voided slab 4'-0"x 1'-3 1/4")(sect.a) |
23,621.0 | LNFT | 140.00 | 3,306,940.00 | 0.00 | 0.00 | ||||
| 805-08-L-A | precast-prestressed concrete girder(voided slab 3'-0"x 1'-3 1/4")(sect.a) |
118.5 | LNFT | 185.00 | 21,922.50 | 0.00 | 0.00 | ||||
| 805-08-M-A | precast-prestressed concrete girder(voided slab 2'-10" x 1-3 1/4")(sect. a) |
2,883.0 | LNFT | 155.00 | 446,865.00 | 0.00 | 0.00 | ||||
| 805-08-N-A | precast-prestressed concrete girder(voided slab 2'-6" x 1'-3 1/4")(sect. a) |
1,382.5 | LNFT | 155.00 | 214,287.50 | 0.00 | 0.00 | ||||
| 805-08-O-A | precast-prestressed concrete girder(voided slab tapered)(sect. a) |
829.5 | LNFT | 155.00 | 128,572.50 | 0.00 | 0.00 | ||||
| 805-11-A | strip seal joints (sect.a) | 827.03 | LNFT | 150.00 | 124,054.50 | 0.00 | 0.00 | ||||
| 806-01-A | deformed reinforcing steel (sect. a) | 531,747 | LB | 1.00 | 531,747.00 | 0.00 | 0.00 | ||||
| 807-06-A | structural metalwork(sect. a) | lump | LUMP | 40,000.00 | 40,000.00 | 0.00 | 0.00 | ||||
| 810-01-A-A | concrete railing (barrier)(sect.a) | 4,320.45 | LNFT | 43.00 | 185,779.35 | 0.00 | 0.00 | ||||
| 810-04-A | steel and concrete railing (barrier) (sect. a) | 283.60 | LNFT | 160.00 | 45,376.00 | 0.00 | 0.00 | ||||
| 813-01-A | concrete approach slabs (sect. a) | 344.07 | SQYD | 160.00 | 55,051.20 | 0.00 | 0.00 | ||||
| S-111-A | precast concrete piles (24") adjustment (sect. a) | 963 | LNFT | 60.00 | 57,780.00 | 0.00 | 0.00 | ||||
| S-119-A | concrete calibration pile (sect. a) | 1 | EACH | 100,000.00 | 100,000.00 | 0.00 | 0.00 | ||||
| S-120-A | class p concrete (precast cap)(sect. a) | 846.98 | CUYD | 1,000.00 | 846,980.00 | 0.00 | 0.00 | ||||
| S-121-A | post tension system-precast slabs (sect. a) | 35,413 | LB | 6.00 | 212,478.00 | 0.00 | 0.00 | ||||
| S-122-A | grout (sect. a) | 98.62 | CUYD | 2,350.00 | 231,757.00 | 0.00 | 0.00 | ||||
| SUBTOTAL ALT A2 | 12,904,771.05 | ||||||||||
| ALTERNATE B | section b (sta 123+14 to sta 366+92) | ||||||||||
| ALTERNATE B1 | plan alt. 1l - voided slab (long pile) | ||||||||||
| 804-01-F-B | precast concrete piles (24")(sect.b) | 279,110 | LNFT | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| 805-03-B | class aa concrete (sect. b) | 16,517.00 | CUYD | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| 805-08-C-B | precast-prestressed concrete girder(type iii)(sect. b) | 784.8 | LNFT | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| 805-08-K-B | precast-prestressed concrete girder(voided slab 4'-0"x 1'-3 1/4")(sect.b) |
238,785.4 | LNFT | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| 805-08-N-B | precast-prestressed concrete girder(voided slab 2'-6" x 1'-3 1/4")(sect. b) |
23,878.5 | LNFT | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| 805-11-B | strip seal joints (sect.b) | 6,160.00 | LNFT | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| 806-01-B | deformed reinforcing steel (sect. b) | 5,160,559 | LB | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| 807-06-B | structural metalwork(sect. b) | lump | LUMP | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| 810-01-A-B | concrete railing (barrier)(sect.b) | 48,756.00 | LNFT | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| S-111-B | precast concrete piles (24") adjustment (sect. b) | 4,950 | LNFT | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| S-119-B | concrete calibration pile (sect. b) | 4 | EACH | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| S-120-B | class p concrete (precast cap)(sect. b) | 7,238.25 | CUYD | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| S-121-B | post tension system-precast slabs (sect. b) | 214,775 | LB | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| S-122-B | grout (sect. b) | 522.25 | CUYD | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| ALTERNATE B2 | plan alt. 1s - voided slab (short pile) | ||||||||||
| 804-01-F-B | precast concrete piles (24")(sect.b) | 330,570 | LNFT | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| 805-03-B | class aa concrete (sect. b) | 16,517.00 | CUYD | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| 805-08-C-B | precast-prestressed concrete girder(type iii)(sect. b) | 784.8 | LNFT | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| 805-08-K-B | precast-prestressed concrete girder(voided slab 4'-0"x 1'-3 1/4")(sect.b) |
238,785.4 | LNFT | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| 805-08-N-B | precast-prestressed concrete girder(voided slab 2'-6" x 1'-3 1/4")(sect. b) |
23,878.5 | LNFT | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| 805-11-B | strip seal joints (sect.b) | 6,160.00 | LNFT | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| 806-01-B | deformed reinforcing steel (sect. b) | 4,820,856 | LB | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| 807-06-B | structural metalwork(sect. b) | lump | LUMP | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| 810-01-A-B | concrete railing (barrier)(sect.b) | 48,756.00 | LNFT | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| S-111-B | precast concrete piles (24") adjustment (sect. b) | 8,008 | LNFT | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| S-119-B | concrete calibration pile (sect. b) | 4 | EACH | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| S-120-B | class p concrete (precast cap)(sect. b) | 7,035.39 | CUYD | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| S-121-B | post tension system-precast slabs (sect. b) | 214,775 | LB | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| S-122-B | grout (sect. b) | 813.74 | CUYD | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| ALTERNATE B3 | plan alt. 2l - type iii span (long pile) | ||||||||||
| 804-01-F-B | precast concrete piles (24")(sect.b) | 190,780 | LNFT | 193.00 | 36,820,540.00 | 165.00 | 31,478,700.00 | ||||
| 805-03-B | class aa concrete (sect. b) | 28,091.89 | CUYD | 850.00 | 23,878,106.50 | 1,100.00 | 30,901,079.00 | ||||
| 805-08-C-B | precast-prestressed concrete girder(type iii)(sect. b) | 96,760.3 | LNFT | 180.00 | 17,416,854.00 | 150.00 | 14,514,045.00 | ||||
| 805-11-B | strip seal joints (sect.b) | 3,760.00 | LNFT | 150.00 | 564,000.00 | 200.00 | 752,000.00 | ||||
| 806-01-B | deformed reinforcing steel (sect. b) | 7,844,531 | LB | 1.00 | 7,844,531.00 | 0.92 | 7,216,968.52 | ||||
| 807-06-B | structural metalwork(sect. b) | lump | LUMP | 60,000.00 | 60,000.00 | 350,000.00 | 350,000.00 | ||||
| 810-01-A-B | concrete railing (barrier)(sect.b) | 48,756.00 | LNFT | 43.00 | 2,096,508.00 | 38.00 | 1,852,728.00 | ||||
| S-111-B | precast concrete piles (24") adjustment (sect. b) | 3,058 | LNFT | 60.00 | 183,480.00 | 90.00 | 275,220.00 | ||||
| S-119-B | concrete calibration pile (sect. b) | 4 | EACH | 100,000.00 | 400,000.00 | 300,000.00 | 1,200,000.00 | ||||
| S-120-B | class p concrete (precast cap)(sect. b) | 6,727.05 | CUYD | 900.00 | 6,054,345.00 | 1,000.00 | 6,727,050.00 | ||||
| S-122-B | grout (sect. b) | 420.70 | CUYD | 3,500.00 | 1,472,450.00 | 2,500.00 | 1,051,750.00 | ||||
| SUBTOTAL ALT B3 | 96,790,814.50 | 96,319,540.52 | |||||||||
| ALTERNATE B4 | plan alt. 2s - type iii span (short pile) | ||||||||||
| 804-01-F-B | precast concrete piles (24")(sect.b) | 237,435 | LNFT | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| 805-03-B | class aa concrete (sect. b) | 28,091.89 | CUYD | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| 805-08-C-B | precast-prestressed concrete girder(type iii)(sect. b) | 96,760.3 | LNFT | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| 805-11-B | strip seal joints (sect.b) | 3,760.00 | LNFT | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| 806-01-B | deformed reinforcing steel (sect. b) | 7,519,294 | LB | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| 807-06-B | structural metalwork(sect. b) | lump | LUMP | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| 810-01-A-B | concrete railing (barrier)(sect.b) | 48,756.00 | LNFT | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| S-111-B | precast concrete piles (24") adjustment (sect. b) | 4,938 | LNFT | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| S-119-B | concrete calibration pile (sect. b) | 4 | EACH | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| S-120-B | class p concrete (precast cap)(sect. b) | 6,265.06 | CUYD | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| S-122-B | grout (sect. b) | 550.22 | CUYD | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| ALTERNATE B5 | plan alt. 3l - type bt-63 span (long pile) | ||||||||||
| 804-01-F-B | precast concrete piles (24")(sect.b) | 1,190 | LNFT | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| 804-01-G-B | precast concrete piles (30")(sect.b) | 135,595 | LNFT | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| 805-03-B | class aa concrete (sect. b) | 30,277.64 | CUYD | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| 805-08-C-B | precast-prestressed concrete girder(type iii) (sect. b) | 734.2 | LNFT | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| 805-08-J-B | precast-prestressed concrete girder(type bt-63)(sect. b) |
96,262.5 | LNFT | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| 805-11-B | strip seal joints (sect.b) | 3,440.00 | LNFT | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| 806-01-B | deformed reinforcing steel (sect. b) | 7,286,802 | LB | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| 807-06-B | structural metalwork(sect. b) | lump | LUMP | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| 810-01-A-B | concrete railing (barrier)(sect.b) | 48,756.00 | LNFT | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| S-111-B | precast concrete piles (24") adjustment (sect. b) | 18 | LNFT | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| S-112-B | precast concrete piles (30") adjustment (sect. b) | 2,138 | LNFT | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| S-119-B | concrete calibration pile (sect. b) | 4 | EACH | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| S-120-B | class p concrete (precast cap)(sect. b) | 4,587.10 | CUYD | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| S-122-B | grout (sect. b) | 404.11 | CUYD | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| ALTERNATE B6 | plan alt. 3s - type bt-63 span (short pile) | ||||||||||
| 804-01-F-B | precast concrete piles (24")(sect.b) | 1,400 | LNFT | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| 804-01-G-B | precast concrete piles (30")(sect.b) | 163,020 | LNFT | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| 805-03-B | class aa concrete (sect. b) | 30,277.64 | CUYD | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| 805-08-C-B | precast-prestressed concrete girder(type iii) (sect. b) | 734.2 | LNFT | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| 805-08-J-B | precast-prestressed concrete girder(type bt-63)(sect. b) |
96,262.5 | LNFT | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| 805-11-B | strip seal joints (sect.b) | 3,440.00 | LNFT | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| 806-01-B | deformed reinforcing steel (sect. b) | 7,201,517 | LB | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| 807-06-B | structural metalwork(sect. b) | lump | LUMP | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| 810-01-A-B | concrete railing (barrier)(sect.b) | 48,756.00 | LNFT | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| S-111-B | precast concrete piles (24") adjustment (sect. b) | 28 | LNFT | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| S-112-B | precast concrete piles (30") adjustment (sect. b) | 3,417 | LNFT | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| S-119-B | concrete calibration pile (sect. b) | 4 | EACH | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| S-120-B | class p concrete (precast cap)(sect. b) | 4,826.63 | CUYD | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| S-122-B | grout (sect. b) | 630.53 | CUYD | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| CONTRACTOR TOTAL | 137,479,548.15 | 138,287,218.69 | |||||||||