| REBID |
| ||
| DBE GOAL FED | |||
| Lead Project: 084-03-0033 | |||
| Parish: WEBSTER | |||
| Routes: LA 157 | |||
| Description: SPRINGHILL - JCT. LA 159 (BRIDGES) | |||
| Type Const:
grading, drainage structures, class ii base course, superpave asphaltic concrete pavement, concrete slab spans bridges, and related work. | |||
| Estimated Construction Cost: $10,962,318.69 | |||
| Maximum Number of Days Allowed for Construction: 650 | |||
| Calculated Daily User Cost: $1,000.00 | |||
| Rank | License | Bidder | Construction Bid | Bidder's Proposed Contract Time | Total Bid |
|---|---|---|---|---|---|
| 1 | 34567 | JAMES CONSTRUCTION GROUP LLC | $11,476,968.55 | 650 | $12,126,968.55 |
| 2 | 12370 | HILL BROTHERS CONSTRUCTION CO., INC | $11,963,150.85 | 650 | $12,613,150.85 |
| 3 | 12135 | BLOUNT BROS. CONSTRUCTION, INC. | $12,027,654.08 | 600 | $12,627,654.08 |
| 4 | 42076 | AUSTIN BRIDGE & ROAD, LP | $14,822,706.60 | 650 | $15,472,706.60 |
| 5 | 45210 | CERES ENVIRONMENTAL SERVICES,INC. | $14,849,355.92 | 450 | $15,299,355.92 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - JAMES CONSTRUCTION GROUP LLC |
- 2 - HILL BROTHERS CONSTRUCTION CO., INC |
- 3 - BLOUNT BROS. CONSTRUCTION, INC. |
- 4 - AUSTIN BRIDGE & ROAD, LP |
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing & grubbing | lump | LUMP | 750,000.00 | 750,000.00 | 500,000.00 | 500,000.00 | 150,000.00 | 150,000.00 | 500,000.00 | 500,000.00 |
| 202-01 | removal of structures & obstructions | lump | LUMP | 10,000.00 | 10,000.00 | 50,000.00 | 50,000.00 | 200,000.00 | 200,000.00 | 60,000.00 | 60,000.00 |
| 202-02-A-01 | removal of bridge (sta. 110+00.00; 24' x 95' precast concrete span bridge) |
1 | EACH | 25,000.00 | 25,000.00 | 50,000.00 | 50,000.00 | 20,000.00 | 20,000.00 | 90,000.00 | 90,000.00 |
| 202-02-A-02 | removal of bridge (sta. 122+78.30; 24' x 286' precast concrete span bridge) |
1 | EACH | 50,000.00 | 50,000.00 | 125,000.00 | 125,000.00 | 50,000.00 | 50,000.00 | 160,000.00 | 160,000.00 |
| 202-02-A-03 | removal of bridge (sta. 129+78.36; 24' x 439' precast concrete span bridge) |
1 | EACH | 70,000.00 | 70,000.00 | 200,000.00 | 200,000.00 | 80,000.00 | 80,000.00 | 180,000.00 | 180,000.00 |
| 202-02-A-04 | removal of bridge (sta. 211+96.90; 24' x 248' precast concrete span bridge) |
1 | EACH | 45,000.00 | 45,000.00 | 125,000.00 | 125,000.00 | 45,000.00 | 45,000.00 | 85,000.00 | 85,000.00 |
| 202-02-G | removal of surfacing & stabilized base | 15,046.0 | SQYD | 5.00 | 75,230.00 | 5.00 | 75,230.00 | 4.70 | 70,716.20 | 6.60 | 99,303.60 |
| 203-01 | general excavation | 21,082 | CUYD | 5.00 | 105,410.00 | 4.00 | 84,328.00 | 6.00 | 126,492.00 | 8.00 | 168,656.00 |
| 203-02 | drainage excavation | 905 | CUYD | 16.00 | 14,480.00 | 15.00 | 13,575.00 | 12.00 | 10,860.00 | 14.00 | 12,670.00 |
| 203-03 | embankment | 142,899 | CUYD | 8.70 | 1,243,221.30 | 9.50 | 1,357,540.50 | 12.00 | 1,714,788.00 | 15.00 | 2,143,485.00 |
| 204-02 | temporary hay or straw bales | 200 | EACH | 15.00 | 3,000.00 | 20.00 | 4,000.00 | 15.00 | 3,000.00 | 17.00 | 3,400.00 |
| 204-05-A | temporary sediment check dams (hay) | 11 | EACH | 150.00 | 1,650.00 | 250.00 | 2,750.00 | 90.00 | 990.00 | 225.00 | 2,475.00 |
| 204-06 | temporary silt fencing | 500 | LNFT | 3.00 | 1,500.00 | 10.00 | 5,000.00 | 3.00 | 1,500.00 | 6.00 | 3,000.00 |
| 204-07 | temporary stone construction entrance | 8 | EACH | 4,000.00 | 32,000.00 | 10,000.00 | 80,000.00 | 2,600.00 | 20,800.00 | 3,000.00 | 24,000.00 |
| 302-02-D | class ii base course (8 1/2" thick) | 15,054.0 | SQYD | 22.00 | 331,188.00 | 16.00 | 240,864.00 | 18.00 | 270,972.00 | 19.00 | 286,026.00 |
| 304-01 | lime | 151.15 | TON | 1.00 | 151.15 | 175.00 | 26,451.25 | 160.00 | 24,184.00 | 180.00 | 27,207.00 |
| 304-04-B | lime treatment (type d) (8 1/2" thick) | 15,054 | SQYD | 0.01 | 150.54 | 2.75 | 41,398.50 | 3.50 | 52,689.00 | 6.00 | 90,324.00 |
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 132.0 | CUYD | 70.00 | 9,240.00 | 100.00 | 13,200.00 | 50.00 | 6,600.00 | 60.00 | 7,920.00 |
| 502-01 | superpave asphaltic concrete | 9,390.2 | TON | 100.00 | 939,020.00 | 100.00 | 939,020.00 | 100.00 | 939,020.00 | 105.00 | 985,971.00 |
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
373.6 | TON | 130.00 | 48,568.00 | 130.00 | 48,568.00 | 110.00 | 41,096.00 | 130.00 | 48,568.00 |
| 701-01-M | cross drain pipe (36" rcp/pcp) | 160 | LNFT | 116.00 | 18,560.00 | 100.00 | 16,000.00 | 110.00 | 17,600.00 | 220.00 | 35,200.00 |
| 701-05-G | side drain pipe (18") | 90 | LNFT | 48.00 | 4,320.00 | 30.00 | 2,700.00 | 35.00 | 3,150.00 | 50.00 | 4,500.00 |
| 701-05-I | side drain pipe (24") | 28 | LNFT | 65.00 | 1,820.00 | 45.00 | 1,260.00 | 45.00 | 1,260.00 | 80.00 | 2,240.00 |
| 701-05-K | side drain pipe (30") | 56 | LNFT | 79.00 | 4,424.00 | 70.00 | 3,920.00 | 100.00 | 5,600.00 | 90.00 | 5,040.00 |
| 701-05-M | side drain pipe (36") | 250 | LNFT | 92.00 | 23,000.00 | 75.00 | 18,750.00 | 90.00 | 22,500.00 | 125.00 | 31,250.00 |
| 701-05-N | side drain pipe (42") | 30 | LNFT | 112.00 | 3,360.00 | 125.00 | 3,750.00 | 120.00 | 3,600.00 | 200.00 | 6,000.00 |
| 704-03 | blocked out guard rail | 750.0 | LNFT | 17.00 | 12,750.00 | 18.50 | 13,875.00 | 19.50 | 14,625.00 | 20.00 | 15,000.00 |
| 704-08-B | guard rail transitions (double thrie beam) | 400.0 | LNFT | 50.00 | 20,000.00 | 55.00 | 22,000.00 | 58.00 | 23,200.00 | 55.00 | 22,000.00 |
| 704-11-A | guard rail end treatment (flared) | 16 | EACH | 2,000.00 | 32,000.00 | 2,100.00 | 33,600.00 | 2,500.00 | 40,000.00 | 1,950.00 | 31,200.00 |
| 705-01 | barbed wire fence | 1,698 | LNFT | 4.60 | 7,810.80 | 5.00 | 8,490.00 | 6.00 | 10,188.00 | 4.75 | 8,065.50 |
| 705-02 | combination mesh & barbed wire fence | 1,764 | LNFT | 5.00 | 8,820.00 | 5.50 | 9,702.00 | 12.00 | 21,168.00 | 5.25 | 9,261.00 |
| 705-04 | single swinging driveway gates | 1 | EACH | 540.00 | 540.00 | 600.00 | 600.00 | 600.00 | 600.00 | 550.00 | 550.00 |
| 708-01 | right-of-way monument | 48 | EACH | 150.00 | 7,200.00 | 150.00 | 7,200.00 | 187.00 | 8,976.00 | 250.00 | 12,000.00 |
| 708-02 | right-of-way monument witness post | 48 | EACH | 150.00 | 7,200.00 | 125.00 | 6,000.00 | 200.00 | 9,600.00 | 180.00 | 8,640.00 |
| 711-01-E | riprap (130 lb, 24" thick) | 10,796 | SQYD | 73.00 | 788,108.00 | 50.00 | 539,800.00 | 80.00 | 863,680.00 | 90.00 | 971,640.00 |
| 711-04 | geotextile fabric | 10,796 | SQYD | 4.00 | 43,184.00 | 2.50 | 26,990.00 | 3.20 | 34,547.20 | 3.10 | 33,467.60 |
| 713-01 | temporary signs & barricades | lump | LUMP | 60,000.00 | 60,000.00 | 75,000.00 | 75,000.00 | 75,000.00 | 75,000.00 | 65,000.00 | 65,000.00 |
| 713-04-A | temporary pavement markings (solid line)(4" width) | 5.923 | MILE | 550.00 | 3,257.65 | 550.00 | 3,257.65 | 825.00 | 4,886.48 | 550.00 | 3,257.65 |
| 713-06 | temporary reflectorized raised pavement markers | 785 | EACH | 5.00 | 3,925.00 | 6.00 | 4,710.00 | 10.00 | 7,850.00 | 6.00 | 4,710.00 |
| 716-01-A | mulch (vegetative) | 31.6 | TON | 750.00 | 23,700.00 | 665.00 | 21,014.00 | 520.00 | 16,432.00 | 570.00 | 18,012.00 |
| 720-01-A | erosion control system, slope protection (type a) | 5,995 | SQYD | 1.20 | 7,194.00 | 1.10 | 6,594.50 | 3.00 | 17,985.00 | 2.00 | 11,990.00 |
| 720-01-B | erosion control system, slope protection (type b) | 4,199 | SQYD | 1.20 | 5,038.80 | 1.70 | 7,138.30 | 3.00 | 12,597.00 | 1.70 | 7,138.30 |
| 720-01-C | erosion control system, flexible channel liner (type c) | 658 | SQYD | 1.90 | 1,250.20 | 1.70 | 1,118.60 | 4.00 | 2,632.00 | 3.20 | 2,105.60 |
| 720-01-D | erosion control system, flexible channel liner (type d) | 3,880 | SQYD | 1.90 | 7,372.00 | 2.00 | 7,760.00 | 5.00 | 19,400.00 | 3.20 | 12,416.00 |
| 720-01-F | erosion control system, flexible channel liner (type f) | 592 | SQYD | 3.00 | 1,776.00 | 3.00 | 1,776.00 | 5.00 | 2,960.00 | 3.20 | 1,894.40 |
| 722-01 | project site laboratory | 1 | EACH | 15,000.00 | 15,000.00 | 20,000.00 | 20,000.00 | 40,000.00 | 40,000.00 | 20,000.00 | 20,000.00 |
| 725-01 | temporary detour roads | 4,377.5 | SQYD | 90.00 | 393,975.00 | 70.00 | 306,425.00 | 75.00 | 328,312.50 | 105.00 | 459,637.50 |
| 725-03 | temporary detour bridging | 120.00 | LNFT | 1,500.00 | 180,000.00 | 3,500.00 | 420,000.00 | 3,160.00 | 379,200.00 | 2,500.00 | 300,000.00 |
| 726-01 | bedding material | 60.0 | CUYD | 125.00 | 7,500.00 | 100.00 | 6,000.00 | 80.00 | 4,800.00 | 120.00 | 7,200.00 |
| 727-01 | mobilization | lump | LUMP | 1,000,000.00 | 1,000,000.00 | 500,000.00 | 500,000.00 | 850,000.00 | 850,000.00 | 1,300,000.00 | 1,300,000.00 |
| 729-01 | sign (type a) | 6.0 | SQFT | 40.00 | 240.00 | 45.00 | 270.00 | 18.50 | 111.00 | 30.00 | 180.00 |
| 729-08-A | mounting (2 1/2" post) | 2 | EACH | 850.00 | 1,700.00 | 950.00 | 1,900.00 | 600.00 | 1,200.00 | 150.00 | 300.00 |
| 729-16-C | object marker assembly (type 3) | 16 | EACH | 75.00 | 1,200.00 | 80.00 | 1,280.00 | 80.00 | 1,280.00 | 72.00 | 1,152.00 |
| 729-19-A | dead end road installations(type a) | 1 | EACH | 1,500.00 | 1,500.00 | 1,700.00 | 1,700.00 | 2,000.00 | 2,000.00 | 1,500.00 | 1,500.00 |
| 731-02 | reflectorized raised pavement markers | 661 | EACH | 5.00 | 3,305.00 | 6.00 | 3,966.00 | 10.00 | 6,610.00 | 5.00 | 3,305.00 |
| 732-02-A | plastic pavement striping (solid line) (4" width) | 4.990 | MILE | 3,000.00 | 14,970.00 | 3,350.00 | 16,716.50 | 2,700.00 | 13,473.00 | 3,000.00 | 14,970.00 |
| 732-05 | removal of existing markings | 1.307 | MILE | 6,000.00 | 7,842.00 | 6,650.00 | 8,691.55 | 6,000.00 | 7,842.00 | 6,000.00 | 7,842.00 |
| 739-01 | hydro-seeding | 18.03 | ACRE | 1,050.00 | 18,931.50 | 1,200.00 | 21,636.00 | 2,000.00 | 36,060.00 | 2,000.00 | 36,060.00 |
| 740-01 | construction layout | lump | LUMP | 125,000.00 | 125,000.00 | 400,000.00 | 400,000.00 | 180,000.00 | 180,000.00 | 250,000.00 | 250,000.00 |
| 804-01-C | precast concrete piles (16") | 1,690 | LNFT | 75.00 | 126,750.00 | 95.00 | 160,550.00 | 80.00 | 135,200.00 | 80.00 | 135,200.00 |
| 804-01-F | precast concrete piles (24") | 7,500 | LNFT | 105.00 | 787,500.00 | 175.00 | 1,312,500.00 | 120.00 | 900,000.00 | 119.00 | 892,500.00 |
| 804-01-G | precast concrete piles (30") | 3,380 | LNFT | 128.00 | 432,640.00 | 195.00 | 659,100.00 | 150.00 | 507,000.00 | 150.00 | 507,000.00 |
| 804-12 | loading permanent piles | 4 | EACH | 2,500.00 | 10,000.00 | 5,500.00 | 22,000.00 | 15,000.00 | 60,000.00 | 30,000.00 | 120,000.00 |
| 805-01-F | class a concrete (bents) | 664.94 | CUYD | 950.00 | 631,693.00 | 650.00 | 432,211.00 | 700.00 | 465,458.00 | 1,100.00 | 731,434.00 |
| 805-03 | class aa concrete | 1,764.32 | CUYD | 850.00 | 1,499,672.00 | 900.00 | 1,587,888.00 | 800.00 | 1,411,456.00 | 1,200.00 | 2,117,184.00 |
| 805-08-B | precast-prestressed concrete girders (type ii) | 2,672.9 | LNFT | 160.00 | 427,664.00 | 100.00 | 267,290.00 | 110.00 | 294,019.00 | 130.00 | 347,477.00 |
| 805-11 | strip seal joints | 132.00 | LNFT | 225.00 | 29,700.00 | 140.00 | 18,480.00 | 200.00 | 26,400.00 | 180.00 | 23,760.00 |
| 806-01 | deformed reinforcing steel | 460,347 | LB | 1.00 | 460,347.00 | 1.00 | 460,347.00 | 1.50 | 690,520.50 | 1.25 | 575,433.75 |
| 807-08 | structural metalwork | lump | LUMP | 5,000.00 | 5,000.00 | 5,000.00 | 5,000.00 | 30,000.00 | 30,000.00 | 17,000.00 | 17,000.00 |
| 810-01 | concrete railing (barrier) | 2,199.26 | LNFT | 48.10 | 105,784.41 | 75.00 | 164,944.50 | 150.00 | 329,889.00 | 95.00 | 208,929.70 |
| 813-01 | concrete approach slabs | 1,591.12 | SQYD | 210.00 | 334,135.20 | 200.00 | 318,224.00 | 160.00 | 254,579.20 | 275.00 | 437,558.00 |
| S-001 | sawcutting existing bituminous pavement | 100 | LNFT | 10.00 | 1,000.00 | 11.00 | 1,100.00 | 10.00 | 1,000.00 | 40.00 | 4,000.00 |
| S-101 | retroreflective sheeting panels | lump | LUMP | 2,500.00 | 2,500.00 | 20,000.00 | 20,000.00 | 2,500.00 | 2,500.00 | 2,500.00 | 2,500.00 |
| ITEM TOTAL (CONSTRUCTION BID) | 11,476,968.55 | 11,963,150.85 | 12,027,654.08 | 14,822,706.60 | |||||||
| NUMBER OF DAYS BID AT $1,000 PER DAY. | 650,000.00 | 650,000.00 | 600,000.00 | 650,000.00 | |||||||
| TOTAL BID | 12,126,968.55 | 12,613,150.85 | 12,627,654.08 | 15,472,706.60 | |||||||
| Item Number | Item Description | Quantity | Unit of Measure | - 5 - CERES ENVIRONMENTAL SERVICES,INC. |
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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 | 45,000.00 | 45,000.00 | ||||||
| 202-01 | removal of structures & obstructions | lump | LUMP | 2,500.00 | 2,500.00 | ||||||
| 202-02-A-01 | removal of bridge (sta. 110+00.00; 24' x 95' precast concrete span bridge) |
1 | EACH | 36,250.00 | 36,250.00 | ||||||
| 202-02-A-02 | removal of bridge (sta. 122+78.30; 24' x 286' precast concrete span bridge) |
1 | EACH | 106,250.00 | 106,250.00 | ||||||
| 202-02-A-03 | removal of bridge (sta. 129+78.36; 24' x 439' precast concrete span bridge) |
1 | EACH | 166,250.00 | 166,250.00 | ||||||
| 202-02-A-04 | removal of bridge (sta. 211+96.90; 24' x 248' precast concrete span bridge) |
1 | EACH | 105,000.00 | 105,000.00 | ||||||
| 202-02-G | removal of surfacing & stabilized base | 15,046.0 | SQYD | 3.13 | 47,093.98 | ||||||
| 203-01 | general excavation | 21,082 | CUYD | 3.13 | 65,986.66 | ||||||
| 203-02 | drainage excavation | 905 | CUYD | 4.69 | 4,244.45 | ||||||
| 203-03 | embankment | 142,899 | CUYD | 11.88 | 1,697,640.12 | ||||||
| 204-02 | temporary hay or straw bales | 200 | EACH | 12.50 | 2,500.00 | ||||||
| 204-05-A | temporary sediment check dams (hay) | 11 | EACH | 187.50 | 2,062.50 | ||||||
| 204-06 | temporary silt fencing | 500 | LNFT | 1.88 | 940.00 | ||||||
| 204-07 | temporary stone construction entrance | 8 | EACH | 375.00 | 3,000.00 | ||||||
| 302-02-D | class ii base course (8 1/2" thick) | 15,054.0 | SQYD | 28.75 | 432,802.50 | ||||||
| 304-01 | lime | 151.15 | TON | 187.50 | 28,340.63 | ||||||
| 304-04-B | lime treatment (type d) (8 1/2" thick) | 15,054 | SQYD | 10.00 | 150,540.00 | ||||||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 132.0 | CUYD | 87.50 | 11,550.00 | ||||||
| 502-01 | superpave asphaltic concrete | 9,390.2 | TON | 100.00 | 939,020.00 | ||||||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
373.6 | TON | 100.00 | 37,360.00 | ||||||
| 701-01-M | cross drain pipe (36" rcp/pcp) | 160 | LNFT | 156.25 | 25,000.00 | ||||||
| 701-05-G | side drain pipe (18") | 90 | LNFT | 56.25 | 5,062.50 | ||||||
| 701-05-I | side drain pipe (24") | 28 | LNFT | 87.50 | 2,450.00 | ||||||
| 701-05-K | side drain pipe (30") | 56 | LNFT | 95.00 | 5,320.00 | ||||||
| 701-05-M | side drain pipe (36") | 250 | LNFT | 131.25 | 32,812.50 | ||||||
| 701-05-N | side drain pipe (42") | 30 | LNFT | 206.25 | 6,187.50 | ||||||
| 704-03 | blocked out guard rail | 750.0 | LNFT | 26.25 | 19,687.50 | ||||||
| 704-08-B | guard rail transitions (double thrie beam) | 400.0 | LNFT | 68.75 | 27,500.00 | ||||||
| 704-11-A | guard rail end treatment (flared) | 16 | EACH | 2,812.50 | 45,000.00 | ||||||
| 705-01 | barbed wire fence | 1,698 | LNFT | 15.00 | 25,470.00 | ||||||
| 705-02 | combination mesh & barbed wire fence | 1,764 | LNFT | 17.50 | 30,870.00 | ||||||
| 705-04 | single swinging driveway gates | 1 | EACH | 625.00 | 625.00 | ||||||
| 708-01 | right-of-way monument | 48 | EACH | 162.50 | 7,800.00 | ||||||
| 708-02 | right-of-way monument witness post | 48 | EACH | 162.50 | 7,800.00 | ||||||
| 711-01-E | riprap (130 lb, 24" thick) | 10,796 | SQYD | 62.50 | 674,750.00 | ||||||
| 711-04 | geotextile fabric | 10,796 | SQYD | 2.63 | 28,393.48 | ||||||
| 713-01 | temporary signs & barricades | lump | LUMP | 56,250.00 | 56,250.00 | ||||||
| 713-04-A | temporary pavement markings (solid line)(4" width) | 5.923 | MILE | 625.00 | 3,701.88 | ||||||
| 713-06 | temporary reflectorized raised pavement markers | 785 | EACH | 6.25 | 4,906.25 | ||||||
| 716-01-A | mulch (vegetative) | 31.6 | TON | 687.50 | 21,725.00 | ||||||
| 720-01-A | erosion control system, slope protection (type a) | 5,995 | SQYD | 1.88 | 11,270.60 | ||||||
| 720-01-B | erosion control system, slope protection (type b) | 4,199 | SQYD | 1.88 | 7,894.12 | ||||||
| 720-01-C | erosion control system, flexible channel liner (type c) | 658 | SQYD | 2.50 | 1,645.00 | ||||||
| 720-01-D | erosion control system, flexible channel liner (type d) | 3,880 | SQYD | 2.50 | 9,700.00 | ||||||
| 720-01-F | erosion control system, flexible channel liner (type f) | 592 | SQYD | 3.75 | 2,220.00 | ||||||
| 722-01 | project site laboratory | 1 | EACH | 31,250.00 | 31,250.00 | ||||||
| 725-01 | temporary detour roads | 4,377.5 | SQYD | 100.00 | 437,750.00 | ||||||
| 725-03 | temporary detour bridging | 120.00 | LNFT | 2,405.00 | 288,600.00 | ||||||
| 726-01 | bedding material | 60.0 | CUYD | 81.25 | 4,875.00 | ||||||
| 727-01 | mobilization | lump | LUMP | 930,625.00 | 930,625.00 | ||||||
| 729-01 | sign (type a) | 6.0 | SQFT | 62.50 | 375.00 | ||||||
| 729-08-A | mounting (2 1/2" post) | 2 | EACH | 1,000.00 | 2,000.00 | ||||||
| 729-16-C | object marker assembly (type 3) | 16 | EACH | 93.75 | 1,500.00 | ||||||
| 729-19-A | dead end road installations(type a) | 1 | EACH | 1,875.00 | 1,875.00 | ||||||
| 731-02 | reflectorized raised pavement markers | 661 | EACH | 6.25 | 4,131.25 | ||||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 4.990 | MILE | 3,750.00 | 18,712.50 | ||||||
| 732-05 | removal of existing markings | 1.307 | MILE | 7,500.00 | 9,802.50 | ||||||
| 739-01 | hydro-seeding | 18.03 | ACRE | 1,375.00 | 24,791.25 | ||||||
| 740-01 | construction layout | lump | LUMP | 293,750.00 | 293,750.00 | ||||||
| 804-01-C | precast concrete piles (16") | 1,690 | LNFT | 151.25 | 255,612.50 | ||||||
| 804-01-F | precast concrete piles (24") | 7,500 | LNFT | 250.00 | 1,875,000.00 | ||||||
| 804-01-G | precast concrete piles (30") | 3,380 | LNFT | 322.50 | 1,090,050.00 | ||||||
| 804-12 | loading permanent piles | 4 | EACH | 6,250.00 | 25,000.00 | ||||||
| 805-01-F | class a concrete (bents) | 664.94 | CUYD | 1,500.00 | 997,410.00 | ||||||
| 805-03 | class aa concrete | 1,764.32 | CUYD | 1,250.00 | 2,205,400.00 | ||||||
| 805-08-B | precast-prestressed concrete girders (type ii) | 2,672.9 | LNFT | 125.00 | 334,112.50 | ||||||
| 805-11 | strip seal joints | 132.00 | LNFT | 137.50 | 18,150.00 | ||||||
| 806-01 | deformed reinforcing steel | 460,347 | LB | 1.25 | 575,433.75 | ||||||
| 807-08 | structural metalwork | lump | LUMP | 5,000.00 | 5,000.00 | ||||||
| 810-01 | concrete railing (barrier) | 2,199.26 | LNFT | 50.00 | 109,963.00 | ||||||
| 813-01 | concrete approach slabs | 1,591.12 | SQYD | 225.00 | 358,002.00 | ||||||
| S-001 | sawcutting existing bituminous pavement | 100 | LNFT | 15.00 | 1,500.00 | ||||||
| S-101 | retroreflective sheeting panels | lump | LUMP | 312.50 | 312.50 | ||||||
| ITEM TOTAL (CONSTRUCTION BID) | 14,849,355.92 | ||||||||||
| NUMBER OF DAYS BID AT $1,000 PER DAY. | 450,000.00 | ||||||||||
| TOTAL BID | 15,299,355.92 | ||||||||||