| |||
| DBE GOAL FED | |||
| Lead Project: 853-01-0010 | |||
| Parish: TANGIPAHOA | |||
| Routes: LA 1054 | |||
| Description: LA 1054 BRIDGES | |||
| Type Const:
grading,lime trmt,class ii bc,drain struct,superpave acp, precast prestressed conc girder spans bridge,conc slab span bridges and related work. | |||
| Rank | License | Bidder | Amount |
|---|---|---|---|
| 1 | 00481 | COASTAL BRIDGE CO., L.L.C. | $4,395,887.49 |
| 2 | 36827 | SHAVERS-WHITTLE CONSTRUCTION INC | $4,682,424.94 |
| 3 | 25747 | KOSTMAYER CONSTRUCTION, LLC | $5,095,264.69 |
| 4 | 27492 | GLYNN W. LEONARD, INC. | $5,152,127.76 |
| 5 | 15288 | GULF SOUTH PILING & CONST., INC. | $5,164,329.44 |
| 6 | 02179 | BOH BROS. CONSTRUCTION CO., LLC. | $5,211,462.48 |
| 7 | 00755 | L & A CONTRACTING CO. | $5,267,569.58 |
| 8 | 34567 | JAMES CONSTRUCTION GROUP LLC | $6,012,302.27 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - COASTAL BRIDGE CO., L.L.C. |
- 2 - SHAVERS-WHITTLE CONSTRUCTION INC |
- 3 - KOSTMAYER CONSTRUCTION, LLC |
- 4 - GLYNN W. LEONARD, INC. |
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing and grubbing | lump | lump | 150,000.00 | 150,000.00 | 35,000.00 | 35,000.00 | 24,000.00 | 24,000.00 | 250,000.00 | 250,000.00 |
| 202-01 | removal of structures & obstructions | lump | lump | 5,000.00 | 5,000.00 | 12,500.00 | 12,500.00 | 3,600.00 | 3,600.00 | 3,500.00 | 3,500.00 |
| 202-02-A-01 | removal of bridge (sta. 10+177.6,8.5m x 47m timber bridge w/timber piles) |
1 | ea | 10,000.00 | 10,000.00 | 24,000.00 | 24,000.00 | 11,000.00 | 11,000.00 | 8,000.00 | 8,000.00 |
| 202-02-A-02 | removal of bridge (sta. 10+554.3,8.5m x 31m timber bridge w/timber piles) |
1 | ea | 10,000.00 | 10,000.00 | 27,000.00 | 27,000.00 | 16,000.00 | 16,000.00 | 12,000.00 | 12,000.00 |
| 202-02-A-03 | removal of bridge (sta. 10+964.5,8.5m x 69m timber bridge w/timber piles) |
1 | ea | 15,000.00 | 15,000.00 | 35,000.00 | 35,000.00 | 19,000.00 | 19,000.00 | 20,000.00 | 20,000.00 |
| 202-02-A-04 | removal of bridge (sta. 11+209.5,8.5m x 12m timber bridge w/timber piles) |
1 | ea | 8,000.00 | 8,000.00 | 15,000.00 | 15,000.00 | 7,000.00 | 7,000.00 | 6,500.00 | 6,500.00 |
| 202-02-A-05 | removal of bridge (sta. 11+127.9,7.9m x 12m timber bridge w/ timber piles) |
1 | ea | 7,000.00 | 7,000.00 | 14,000.00 | 14,000.00 | 7,000.00 | 7,000.00 | 6,500.00 | 6,500.00 |
| 202-02-A-06 | removal of bridge (sta. 11+287.9,7.9m x 12m timber bridge w/ timber piles) |
1 | ea | 7,000.00 | 7,000.00 | 14,000.00 | 14,000.00 | 7,000.00 | 7,000.00 | 6,500.00 | 6,500.00 |
| 202-02-G | removal of surfacing & stablizing base | 10,187.0 | sq m | 7.50 | 76,402.50 | 6.50 | 66,215.50 | 9.00 | 91,683.00 | 8.00 | 81,496.00 |
| 203-01 | general excavation | 854 | cu m | 5.00 | 4,270.00 | 12.00 | 10,248.00 | 5.00 | 4,270.00 | 25.00 | 21,350.00 |
| 203-02 | drainage excavation | 20,989 | cu m | 5.00 | 104,945.00 | 8.50 | 178,406.50 | 10.00 | 209,890.00 | 11.88 | 249,349.32 |
| 203-04 | embankment | 35,398 | cu m | 9.00 | 318,582.00 | 13.50 | 477,873.00 | 14.00 | 495,572.00 | 13.60 | 481,412.80 |
| 204-02 | temporary hay or straw bales | 50 | ea | 8.00 | 400.00 | 5.00 | 250.00 | 10.00 | 500.00 | 10.00 | 500.00 |
| 204-05-A | temporary sediment check dams (hay) | 5 | ea | 225.00 | 1,125.00 | 125.00 | 625.00 | 110.00 | 550.00 | 250.00 | 1,250.00 |
| 204-06 | temporary silt fencing | 1,150 | ln m | 6.00 | 6,900.00 | 2.50 | 2,875.00 | 5.50 | 6,325.00 | 8.00 | 9,200.00 |
| 302-01 | class ii base course (sand clay gravel, shell or sand shell not allowed) |
3,044.3 | cu m | 80.00 | 243,544.00 | 75.00 | 228,322.50 | 70.00 | 213,101.00 | 85.00 | 258,765.50 |
| 304-01 | lime | 176.33 | Mg | 10.00 | 1,763.30 | 125.00 | 22,041.25 | 162.00 | 28,565.46 | 155.00 | 27,331.15 |
| 304-04 | lime treatment (type d) ( 300mm thick) | 11,662 | sq m | 0.25 | 2,915.50 | 3.50 | 40,817.00 | 3.75 | 43,732.50 | 3.75 | 43,732.50 |
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
55 | cu m | 100.00 | 5,500.00 | 75.00 | 4,125.00 | 75.00 | 4,125.00 | 85.00 | 4,675.00 |
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 100.0 | cu m | 50.00 | 5,000.00 | 65.00 | 6,500.00 | 70.00 | 7,000.00 | 85.00 | 8,500.00 |
| 502-01 | superpave asphaltic concrete (level 1) | 2,869.0 | Mg | 80.00 | 229,520.00 | 80.00 | 229,520.00 | 127.00 | 364,363.00 | 76.00 | 218,044.00 |
| 502-01-A | superpave asphaltic concrete, paved drives and turnouts |
749.5 | Mg | 116.00 | 86,942.00 | 115.00 | 86,192.50 | 190.00 | 142,405.00 | 110.00 | 82,445.00 |
| 701-05-K | side drain pipe (750 mm rcp) | 29.8 | ln m | 325.00 | 9,685.00 | 100.00 | 2,980.00 | 140.00 | 4,172.00 | 90.00 | 2,682.00 |
| 702-06 | side drain end treatment (type ii) | 2 | each | 4,000.00 | 8,000.00 | 5,000.00 | 10,000.00 | 3,250.00 | 6,500.00 | 4,500.00 | 9,000.00 |
| 704-03 | blocked out guard rail | 519.48 | ln m | 58.00 | 30,129.84 | 58.00 | 30,129.84 | 63.00 | 32,727.24 | 57.50 | 29,870.10 |
| 704-08-B | guard rail transitions (double thrie beam) | 180.34 | ln m | 160.00 | 28,854.40 | 155.00 | 27,952.70 | 177.00 | 31,920.18 | 145.00 | 26,149.30 |
| 704-11-A | guard rail end treatment(flared) | 15 | each | 2,000.00 | 30,000.00 | 2,300.00 | 34,500.00 | 2,150.00 | 32,250.00 | 1,850.00 | 27,750.00 |
| 705-01 | barbed wire fence | 880 | ln m | 16.00 | 14,080.00 | 15.00 | 13,200.00 | 18.00 | 15,840.00 | 15.00 | 13,200.00 |
| 705-02 | combination mesh & barbed wire fence | 190 | ln m | 20.00 | 3,800.00 | 15.00 | 2,850.00 | 19.00 | 3,610.00 | 25.00 | 4,750.00 |
| 705-04 | single swinging driveway gates | 3 | ea | 300.00 | 900.00 | 300.00 | 900.00 | 600.00 | 1,800.00 | 400.00 | 1,200.00 |
| 708-01 | right-of-way monument | 22 | ea | 200.00 | 4,400.00 | 100.00 | 2,200.00 | 100.00 | 2,200.00 | 60.00 | 1,320.00 |
| 708-02 | right-of-way monument witness post | 22 | ea | 160.00 | 3,520.00 | 100.00 | 2,200.00 | 98.00 | 2,156.00 | 60.00 | 1,320.00 |
| 712-04 | flexible revetment | 4,008 | sq m | 45.00 | 180,360.00 | 45.00 | 180,360.00 | 33.10 | 132,664.80 | 52.00 | 208,416.00 |
| 713-01 | temporary signs & barricades | lump | lump | 75,000.00 | 75,000.00 | 30,000.00 | 30,000.00 | 18,000.00 | 18,000.00 | 45,000.00 | 45,000.00 |
| 717-01 | seeding | 164 | kg | 20.00 | 3,280.00 | 40.00 | 6,560.00 | 12.00 | 1,968.00 | 20.00 | 3,280.00 |
| 718-01 | fertilizer | 5,416 | kg | 1.00 | 5,416.00 | 0.50 | 2,708.00 | 0.50 | 2,708.00 | 1.50 | 8,124.00 |
| 727-01 | mobilization | lump | lump | 265,000.00 | 265,000.00 | 145,000.00 | 145,000.00 | 325,000.00 | 325,000.00 | 400,000.00 | 400,000.00 |
| 729-16 | object marker assembly | 24 | ea | 80.00 | 1,920.00 | 90.00 | 2,160.00 | 80.00 | 1,920.00 | 75.00 | 1,800.00 |
| 731-01 | non-reflectorized raised pavement markers | 390 | ea | 10.00 | 3,900.00 | 11.00 | 4,290.00 | 12.00 | 4,680.00 | 10.00 | 3,900.00 |
| 731-02 | reflectorized raised pavement markers | 204 | ea | 6.00 | 1,224.00 | 6.50 | 1,326.00 | 7.00 | 1,428.00 | 8.00 | 1,632.00 |
| 732-02-A | plastic pavement striping (solid line)(100 mm width) | 3.069 | km | 1,200.00 | 3,682.80 | 1,350.00 | 4,143.15 | 1,400.00 | 4,296.60 | 2,200.00 | 6,751.80 |
| 732-03-A | plastic pavement striping (broken line)(100 mm width) | 1.440 | km | 500.00 | 720.00 | 625.00 | 900.00 | 605.00 | 871.20 | 1,500.00 | 2,160.00 |
| 740-01 | construction layout | lump | lump | 80,000.00 | 80,000.00 | 75,000.00 | 75,000.00 | 46,000.00 | 46,000.00 | 160,000.00 | 160,000.00 |
| 804-01-B | precast concrete piles (350 mm) | 60.0 | ln m | 125.00 | 7,500.00 | 124.00 | 7,440.00 | 143.00 | 8,580.00 | 103.77 | 6,226.20 |
| 804-01-C | precast concrete piles (400 mm) | 3,830.0 | ln m | 117.00 | 448,110.00 | 115.00 | 440,450.00 | 159.00 | 608,970.00 | 110.56 | 423,444.80 |
| 804-01-D | precast concrete piles (450 mm) | 500.0 | ln m | 136.00 | 68,000.00 | 135.00 | 67,500.00 | 200.00 | 100,000.00 | 145.37 | 72,685.00 |
| 804-01-F | precast concrete piles (600 mm) | 406.0 | ln m | 217.00 | 88,102.00 | 375.00 | 152,250.00 | 303.00 | 123,018.00 | 327.63 | 133,017.78 |
| 804-12 | loading permanent piles | 6 | ea | 100.00 | 600.00 | 500.00 | 3,000.00 | 120.00 | 720.00 | 10,000.00 | 60,000.00 |
| 805-01-F | class a concrete (bents) | 287.02 | cu m | 900.00 | 258,318.00 | 1,000.00 | 287,020.00 | 700.00 | 200,914.00 | 725.00 | 208,089.50 |
| 805-03 | class aa concrete | 1,123.03 | cu m | 560.00 | 628,896.80 | 600.00 | 673,818.00 | 600.00 | 673,818.00 | 575.00 | 645,742.25 |
| 805-08-C | precast-prestressed concrete girders (type iii) | 563.85 | ln m | 275.00 | 155,058.75 | 260.00 | 146,601.00 | 390.00 | 219,901.50 | 346.86 | 195,577.01 |
| 805-11 | strip seal joints | 25.60 | ln m | 400.00 | 10,240.00 | 450.00 | 11,520.00 | 410.00 | 10,496.00 | 35.00 | 896.00 |
| 806-01 | deformed reinforcing steel | 166,733 | kg | 1.60 | 266,772.80 | 2.00 | 333,466.00 | 2.37 | 395,157.21 | 1.75 | 291,782.75 |
| 807-06 | structural metalwork | lump | lump | 7,000.00 | 7,000.00 | 15,000.00 | 15,000.00 | 2,600.00 | 2,600.00 | 10,000.00 | 10,000.00 |
| 810-01 | concrete railing (barrier) | 568.00 | ln m | 140.00 | 79,520.00 | 250.00 | 142,000.00 | 155.00 | 88,040.00 | 140.00 | 79,520.00 |
| 813-01 | concrete approach slabs | 1,766.60 | sq m | 183.00 | 323,287.80 | 165.00 | 291,489.00 | 160.00 | 282,656.00 | 150.00 | 264,990.00 |
| S-101 | special anchor section | 1 | ea | 800.00 | 800.00 | 1,000.00 | 1,000.00 | 1,000.00 | 1,000.00 | 800.00 | 800.00 |
| CONTRACTOR TOTAL | 4,395,887.49 | 4,682,424.94 | 5,095,264.69 | 5,152,127.76 | |||||||
| Item Number | Item Description | Quantity | Unit of Measure | - 5 - GULF SOUTH PILING & CONST., INC. |
- 6 - BOH BROS. CONSTRUCTION CO., LLC. |
- 7 - L & A CONTRACTING CO. |
- 8 - JAMES CONSTRUCTION GROUP LLC |
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing and grubbing | lump | lump | 100,000.00 | 100,000.00 | 50,000.00 | 50,000.00 | 300,000.00 | 300,000.00 | 250,000.00 | 250,000.00 |
| 202-01 | removal of structures & obstructions | lump | lump | 25,000.00 | 25,000.00 | 20,000.00 | 20,000.00 | 12,000.00 | 12,000.00 | 10,000.00 | 10,000.00 |
| 202-02-A-01 | removal of bridge (sta. 10+177.6,8.5m x 47m timber bridge w/timber piles) |
1 | ea | 20,000.00 | 20,000.00 | 15,000.00 | 15,000.00 | 7,000.00 | 7,000.00 | 15,000.00 | 15,000.00 |
| 202-02-A-02 | removal of bridge (sta. 10+554.3,8.5m x 31m timber bridge w/timber piles) |
1 | ea | 15,000.00 | 15,000.00 | 15,000.00 | 15,000.00 | 7,000.00 | 7,000.00 | 10,000.00 | 10,000.00 |
| 202-02-A-03 | removal of bridge (sta. 10+964.5,8.5m x 69m timber bridge w/timber piles) |
1 | ea | 25,000.00 | 25,000.00 | 25,000.00 | 25,000.00 | 20,000.00 | 20,000.00 | 20,000.00 | 20,000.00 |
| 202-02-A-04 | removal of bridge (sta. 11+209.5,8.5m x 12m timber bridge w/timber piles) |
1 | ea | 12,000.00 | 12,000.00 | 15,000.00 | 15,000.00 | 5,000.00 | 5,000.00 | 7,000.00 | 7,000.00 |
| 202-02-A-05 | removal of bridge (sta. 11+127.9,7.9m x 12m timber bridge w/ timber piles) |
1 | ea | 12,000.00 | 12,000.00 | 15,000.00 | 15,000.00 | 5,000.00 | 5,000.00 | 6,000.00 | 6,000.00 |
| 202-02-A-06 | removal of bridge (sta. 11+287.9,7.9m x 12m timber bridge w/ timber piles) |
1 | ea | 12,000.00 | 12,000.00 | 15,000.00 | 15,000.00 | 5,000.00 | 5,000.00 | 6,000.00 | 6,000.00 |
| 202-02-G | removal of surfacing & stablizing base | 10,187.0 | sq m | 7.25 | 73,855.75 | 6.20 | 63,159.40 | 5.00 | 50,935.00 | 7.50 | 76,402.50 |
| 203-01 | general excavation | 854 | cu m | 10.50 | 8,967.00 | 9.20 | 7,856.80 | 3.00 | 2,562.00 | 15.00 | 12,810.00 |
| 203-02 | drainage excavation | 20,989 | cu m | 10.00 | 209,890.00 | 10.40 | 218,285.60 | 4.00 | 83,956.00 | 10.00 | 209,890.00 |
| 203-04 | embankment | 35,398 | cu m | 20.00 | 707,960.00 | 20.83 | 737,340.34 | 17.00 | 601,766.00 | 19.50 | 690,261.00 |
| 204-02 | temporary hay or straw bales | 50 | ea | 6.00 | 300.00 | 8.60 | 430.00 | 8.80 | 440.00 | 8.00 | 400.00 |
| 204-05-A | temporary sediment check dams (hay) | 5 | ea | 160.00 | 800.00 | 160.00 | 800.00 | 137.50 | 687.50 | 125.00 | 625.00 |
| 204-06 | temporary silt fencing | 1,150 | ln m | 3.50 | 4,025.00 | 3.63 | 4,174.50 | 6.00 | 6,900.00 | 3.50 | 4,025.00 |
| 302-01 | class ii base course (sand clay gravel, shell or sand shell not allowed) |
3,044.3 | cu m | 88.00 | 267,898.40 | 72.35 | 220,255.10 | 93.00 | 283,119.90 | 80.00 | 243,544.00 |
| 304-01 | lime | 176.33 | Mg | 140.00 | 24,686.20 | 143.00 | 25,215.19 | 110.00 | 19,396.30 | 145.00 | 25,567.85 |
| 304-04 | lime treatment (type d) ( 300mm thick) | 11,662 | sq m | 3.00 | 34,986.00 | 1.20 | 13,994.40 | 1.40 | 16,326.80 | 3.00 | 34,986.00 |
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
55 | cu m | 65.00 | 3,575.00 | 75.00 | 4,125.00 | 74.40 | 4,092.00 | 100.00 | 5,500.00 |
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 100.0 | cu m | 65.00 | 6,500.00 | 73.00 | 7,300.00 | 38.50 | 3,850.00 | 60.00 | 6,000.00 |
| 502-01 | superpave asphaltic concrete (level 1) | 2,869.0 | Mg | 100.00 | 286,900.00 | 88.40 | 253,619.60 | 104.50 | 299,810.50 | 76.00 | 218,044.00 |
| 502-01-A | superpave asphaltic concrete, paved drives and turnouts |
749.5 | Mg | 125.00 | 93,687.50 | 116.30 | 87,166.85 | 133.10 | 99,758.45 | 110.00 | 82,445.00 |
| 701-05-K | side drain pipe (750 mm rcp) | 29.8 | ln m | 90.00 | 2,682.00 | 109.00 | 3,248.20 | 262.35 | 7,818.03 | 280.00 | 8,344.00 |
| 702-06 | side drain end treatment (type ii) | 2 | each | 4,750.00 | 9,500.00 | 3,300.00 | 6,600.00 | 3,410.00 | 6,820.00 | 4,500.00 | 9,000.00 |
| 704-03 | blocked out guard rail | 519.48 | ln m | 58.00 | 30,129.84 | 60.40 | 31,376.59 | 58.30 | 30,285.68 | 60.00 | 31,168.80 |
| 704-08-B | guard rail transitions (double thrie beam) | 180.34 | ln m | 145.00 | 26,149.30 | 152.40 | 27,483.81 | 161.70 | 29,160.97 | 140.00 | 25,247.60 |
| 704-11-A | guard rail end treatment(flared) | 15 | each | 1,800.00 | 27,000.00 | 1,950.00 | 29,250.00 | 2,035.00 | 30,525.00 | 2,000.00 | 30,000.00 |
| 705-01 | barbed wire fence | 880 | ln m | 16.00 | 14,080.00 | 15.75 | 13,860.00 | 16.50 | 14,520.00 | 15.00 | 13,200.00 |
| 705-02 | combination mesh & barbed wire fence | 190 | ln m | 15.00 | 2,850.00 | 14.70 | 2,793.00 | 15.40 | 2,926.00 | 14.00 | 2,660.00 |
| 705-04 | single swinging driveway gates | 3 | ea | 260.00 | 780.00 | 300.00 | 900.00 | 275.00 | 825.00 | 250.00 | 750.00 |
| 708-01 | right-of-way monument | 22 | ea | 150.00 | 3,300.00 | 600.00 | 13,200.00 | 253.50 | 5,577.00 | 200.00 | 4,400.00 |
| 708-02 | right-of-way monument witness post | 22 | ea | 150.00 | 3,300.00 | 20.00 | 440.00 | 84.50 | 1,859.00 | 200.00 | 4,400.00 |
| 712-04 | flexible revetment | 4,008 | sq m | 50.00 | 200,400.00 | 44.70 | 179,157.60 | 66.00 | 264,528.00 | 44.00 | 176,352.00 |
| 713-01 | temporary signs & barricades | lump | lump | 100,000.00 | 100,000.00 | 34,500.00 | 34,500.00 | 50,000.00 | 50,000.00 | 75,000.00 | 75,000.00 |
| 717-01 | seeding | 164 | kg | 14.00 | 2,296.00 | 15.10 | 2,476.40 | 15.76 | 2,584.64 | 15.00 | 2,460.00 |
| 718-01 | fertilizer | 5,416 | kg | 0.45 | 2,437.20 | 0.45 | 2,437.20 | 0.50 | 2,708.00 | 0.42 | 2,274.72 |
| 727-01 | mobilization | lump | lump | 450,000.00 | 450,000.00 | 497,000.00 | 497,000.00 | 525,000.00 | 525,000.00 | 575,000.00 | 575,000.00 |
| 729-16 | object marker assembly | 24 | ea | 70.00 | 1,680.00 | 75.00 | 1,800.00 | 77.00 | 1,848.00 | 70.00 | 1,680.00 |
| 731-01 | non-reflectorized raised pavement markers | 390 | ea | 9.00 | 3,510.00 | 9.45 | 3,685.50 | 10.00 | 3,900.00 | 9.00 | 3,510.00 |
| 731-02 | reflectorized raised pavement markers | 204 | ea | 5.00 | 1,020.00 | 5.25 | 1,071.00 | 5.50 | 1,122.00 | 5.00 | 1,020.00 |
| 732-02-A | plastic pavement striping (solid line)(100 mm width) | 3.069 | km | 1,200.00 | 3,682.80 | 1,180.00 | 3,621.42 | 1,232.00 | 3,781.00 | 1,200.00 | 3,682.80 |
| 732-03-A | plastic pavement striping (broken line)(100 mm width) | 1.440 | km | 500.00 | 720.00 | 520.00 | 748.80 | 545.00 | 784.80 | 500.00 | 720.00 |
| 740-01 | construction layout | lump | lump | 100,000.00 | 100,000.00 | 155,000.00 | 155,000.00 | 250,000.00 | 250,000.00 | 100,000.00 | 100,000.00 |
| 804-01-B | precast concrete piles (350 mm) | 60.0 | ln m | 150.00 | 9,000.00 | 110.45 | 6,627.00 | 162.50 | 9,750.00 | 160.00 | 9,600.00 |
| 804-01-C | precast concrete piles (400 mm) | 3,830.0 | ln m | 100.00 | 383,000.00 | 120.30 | 460,749.00 | 110.23 | 422,180.90 | 170.00 | 651,100.00 |
| 804-01-D | precast concrete piles (450 mm) | 500.0 | ln m | 145.00 | 72,500.00 | 153.00 | 76,500.00 | 137.36 | 68,680.00 | 180.00 | 90,000.00 |
| 804-01-F | precast concrete piles (600 mm) | 406.0 | ln m | 250.00 | 101,500.00 | 363.65 | 147,641.90 | 201.56 | 81,833.36 | 250.00 | 101,500.00 |
| 804-12 | loading permanent piles | 6 | ea | 1,500.00 | 9,000.00 | 5,000.00 | 30,000.00 | 8,300.00 | 49,800.00 | 4,000.00 | 24,000.00 |
| 805-01-F | class a concrete (bents) | 287.02 | cu m | 850.00 | 243,967.00 | 800.00 | 229,616.00 | 375.00 | 107,632.50 | 1,100.00 | 315,722.00 |
| 805-03 | class aa concrete | 1,123.03 | cu m | 550.00 | 617,666.50 | 580.00 | 651,357.40 | 575.00 | 645,742.25 | 800.00 | 898,424.00 |
| 805-08-C | precast-prestressed concrete girders (type iii) | 563.85 | ln m | 250.00 | 140,962.50 | 253.45 | 142,907.78 | 301.47 | 169,983.85 | 300.00 | 169,155.00 |
| 805-11 | strip seal joints | 25.60 | ln m | 400.00 | 10,240.00 | 366.00 | 9,369.60 | 300.00 | 7,680.00 | 350.00 | 8,960.00 |
| 806-01 | deformed reinforcing steel | 166,733 | kg | 1.65 | 275,109.45 | 1.58 | 263,438.14 | 1.55 | 258,436.15 | 2.00 | 333,466.00 |
| 807-06 | structural metalwork | lump | lump | 10,000.00 | 10,000.00 | 2,700.00 | 2,700.00 | 2,000.00 | 2,000.00 | 10,000.00 | 10,000.00 |
| 810-01 | concrete railing (barrier) | 568.00 | ln m | 135.00 | 76,680.00 | 134.45 | 76,367.60 | 141.00 | 80,088.00 | 150.00 | 85,200.00 |
| 813-01 | concrete approach slabs | 1,766.60 | sq m | 160.00 | 282,656.00 | 163.60 | 289,015.76 | 165.00 | 291,489.00 | 175.00 | 309,155.00 |
| S-101 | special anchor section | 1 | ea | 1,500.00 | 1,500.00 | 800.00 | 800.00 | 1,100.00 | 1,100.00 | 650.00 | 650.00 |
| CONTRACTOR TOTAL | 5,164,329.44 | 5,211,462.48 | 5,267,569.58 | 6,012,302.27 | |||||||