| READV |
| ||
| Lead Project: 025-04-0017 | |||
| Parish: SABINE | |||
| Routes: US 171 | |||
| Description: CONVERSE - DESOTO PARISH LINE | |||
| Type Const:
grading, drainage structures, cold planing asphaltic conc. pavement, class ii base course, superpave acp, pccp, conc slab span bridges and related work. | |||
| Rank | License | Bidder | Amount |
|---|---|---|---|
| 1 | 39462 | DENTON-JAMES LLC | $11,487,769.52 |
| 2 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $11,555,279.30 |
| 3 | 34567 | JAMES CONSTRUCTION GROUP LLC | $11,783,975.10 |
| 4 | 28665 | GILBERT SOUTHERN CORP | $12,997,257.56 |
| 5 | 25747 | KOSTMAYER CONSTRUCTION, LLC | $17,318,498.83 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - DENTON-JAMES LLC |
- 2 - GILCHRIST CONSTRUCTION CO. LLC |
- 3 - JAMES CONSTRUCTION GROUP LLC |
- 4 - GILBERT SOUTHERN CORP |
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing & grubbing | lump | LUMP | 570,000.00 | 570,000.00 | 300,000.00 | 300,000.00 | 650,000.00 | 650,000.00 | 200,000.00 | 200,000.00 |
| 202-01 | removal of structures & obstructions | lump | LUMP | 15,000.00 | 15,000.00 | 12,000.00 | 12,000.00 | 20,000.00 | 20,000.00 | 90,000.00 | 90,000.00 |
| 202-02-C | removal of portland cement concrete pavement | 24,308 | SQYD | 4.00 | 97,232.00 | 4.00 | 97,232.00 | 6.00 | 145,848.00 | 4.50 | 109,386.00 |
| 202-02-H | removal of guard rail | 312 | LNFT | 3.00 | 936.00 | 5.00 | 1,560.00 | 3.00 | 936.00 | 4.20 | 1,310.40 |
| 203-01 | general excavation | 408,203 | CUYD | 2.20 | 898,046.60 | 3.00 | 1,224,609.00 | 2.50 | 1,020,507.50 | 4.00 | 1,632,812.00 |
| 203-02 | drainage excavation | 5,040 | CUYD | 6.50 | 32,760.00 | 5.00 | 25,200.00 | 6.00 | 30,240.00 | 8.50 | 42,840.00 |
| 203-03 | muck excavation | 74 | CUYD | 30.00 | 2,220.00 | 18.00 | 1,332.00 | 20.00 | 1,480.00 | 20.00 | 1,480.00 |
| 203-04 | embankment | 348,751 | CUYD | 2.50 | 871,877.50 | 3.20 | 1,116,003.20 | 3.10 | 1,081,128.10 | 3.50 | 1,220,628.50 |
| 203-05 | nonplastic embankment | 144 | CUYD | 110.00 | 15,840.00 | 13.60 | 1,958.40 | 125.00 | 18,000.00 | 80.00 | 11,520.00 |
| 204-03 | temporary slope drains | 780 | LNFT | 15.00 | 11,700.00 | 14.00 | 10,920.00 | 25.00 | 19,500.00 | 5.50 | 4,290.00 |
| 204-05-A | temporary sediment check dams (hay) | 29 | EACH | 70.00 | 2,030.00 | 225.00 | 6,525.00 | 100.00 | 2,900.00 | 90.00 | 2,610.00 |
| 204-05-B | temporary sediment check dams (stone) | 18 | EACH | 400.00 | 7,200.00 | 350.00 | 6,300.00 | 300.00 | 5,400.00 | 400.00 | 7,200.00 |
| 204-06 | temporary silt fencing | 14,500 | LNFT | 1.50 | 21,750.00 | 1.75 | 25,375.00 | 1.30 | 18,850.00 | 1.35 | 19,575.00 |
| 204-07 | temporary stone construction entrance | 2 | EACH | 1,500.00 | 3,000.00 | 2,400.00 | 4,800.00 | 1,300.00 | 2,600.00 | 1,500.00 | 3,000.00 |
| 302-01 | class ii base course | 16,863.0 | CUYD | 70.00 | 1,180,410.00 | 64.00 | 1,079,232.00 | 60.00 | 1,011,780.00 | 50.00 | 843,150.00 |
| 303-01-C | in-place cement stabilized base course (10" thick) | 121,426 | SQYD | 5.50 | 667,843.00 | 6.35 | 771,055.10 | 6.25 | 758,912.50 | 4.50 | 546,417.00 |
| 304-01 | lime | 568.01 | TON | 120.00 | 68,161.20 | 95.00 | 53,960.95 | 50.00 | 28,400.50 | 90.00 | 51,120.90 |
| 304-04-D | lime treatment (type d) (12" thick) | 40,071 | SQYD | 1.70 | 68,120.70 | 0.25 | 10,017.75 | 0.50 | 20,035.50 | 2.50 | 100,177.50 |
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
5,614 | CUYD | 50.00 | 280,700.00 | 50.00 | 280,700.00 | 60.00 | 336,840.00 | 60.00 | 336,840.00 |
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 1,000.0 | CUYD | 50.00 | 50,000.00 | 45.00 | 45,000.00 | 35.00 | 35,000.00 | 70.00 | 70,000.00 |
| 502-01 | superpave asphaltic concrete | 38,829.1 | TON | 50.50 | 1,960,869.55 | 51.00 | 1,980,284.10 | 50.00 | 1,941,455.00 | 58.00 | 2,252,087.80 |
| 502-01-D | superpave asphaltic concrete, incidental paving (level a) |
104.7 | TON | 130.00 | 13,611.00 | 130.00 | 13,611.00 | 125.00 | 13,087.50 | 150.00 | 15,705.00 |
| 509-01 | cold planing asphaltic pavement | 31,246 | SQYD | 1.00 | 31,246.00 | 1.00 | 31,246.00 | 1.00 | 31,246.00 | 1.25 | 39,057.50 |
| 509-02 | contractor retained reclaimed asphaltic pavement | - 1,736 | CUYD | 1.00 | - 1,736.00 | 1.00 | - 1,736.00 | 1.00 | - 1,736.00 | 0.01 | - 17.36 |
| 601-01-G | portland cement concrete pavement (8" thick) | 11,291.7 | SQYD | 45.00 | 508,126.50 | 40.00 | 451,668.00 | 35.00 | 395,209.50 | 45.00 | 508,126.50 |
| 601-04 | portland cement concrete pavement coring | 30 | EACH | 100.00 | 3,000.00 | 110.00 | 3,300.00 | 100.00 | 3,000.00 | 110.00 | 3,300.00 |
| 701-01-G | cross drain pipe (18" rcp/pcp) | 1,324 | LNFT | 36.00 | 47,664.00 | 30.00 | 39,720.00 | 51.00 | 67,524.00 | 37.00 | 48,988.00 |
| 701-01-K | cross drain pipe (30" rcp/pcp) | 278 | LNFT | 55.00 | 15,290.00 | 55.00 | 15,290.00 | 70.00 | 19,460.00 | 51.00 | 14,178.00 |
| 701-01-M | cross drain pipe (36" rcp/pcp) | 260 | LNFT | 65.00 | 16,900.00 | 71.00 | 18,460.00 | 85.00 | 22,100.00 | 63.00 | 16,380.00 |
| 701-01-O | cross drain pipe (48" rcp) | 256 | LNFT | 110.00 | 28,160.00 | 132.00 | 33,792.00 | 140.00 | 35,840.00 | 113.00 | 28,928.00 |
| 701-01-S | cross drain pipe (72" rcp) | 316 | LNFT | 240.00 | 75,840.00 | 275.00 | 86,900.00 | 240.00 | 75,840.00 | 260.00 | 82,160.00 |
| 701-03-F | storm drain pipe (15" rcp/pcp) | 1,307 | LNFT | 32.00 | 41,824.00 | 30.00 | 39,210.00 | 35.00 | 45,745.00 | 34.00 | 44,438.00 |
| 701-05-G | side drain pipe (18") | 372 | LNFT | 42.00 | 15,624.00 | 31.00 | 11,532.00 | 43.00 | 15,996.00 | 33.00 | 12,276.00 |
| 701-05-I | side drain pipe (24") | 280 | LNFT | 52.00 | 14,560.00 | 46.00 | 12,880.00 | 60.00 | 16,800.00 | 37.00 | 10,360.00 |
| 701-05-K | side drain pipe (30") | 98 | LNFT | 58.00 | 5,684.00 | 64.00 | 6,272.00 | 70.00 | 6,860.00 | 43.00 | 4,214.00 |
| 701-05-M | side drain pipe (36") | 46 | LNFT | 68.00 | 3,128.00 | 80.00 | 3,680.00 | 85.00 | 3,910.00 | 47.00 | 2,162.00 |
| 701-05-N | side drain pipe (42") | 228 | LNFT | 70.00 | 15,960.00 | 112.00 | 25,536.00 | 100.00 | 22,800.00 | 63.00 | 14,364.00 |
| 702-03-A | catch basins (cb-01) | 18 | EACH | 2,400.00 | 43,200.00 | 2,500.00 | 45,000.00 | 3,300.00 | 59,400.00 | 2,400.00 | 43,200.00 |
| 702-03-C | catch basins (cb-06) | 4 | EACH | 2,600.00 | 10,400.00 | 3,200.00 | 12,800.00 | 3,000.00 | 12,000.00 | 3,400.00 | 13,600.00 |
| 702-03-D | catch basins (cb-07) | 2 | EACH | 3,000.00 | 6,000.00 | 3,500.00 | 7,000.00 | 3,200.00 | 6,400.00 | 4,600.00 | 9,200.00 |
| 702-03-F | catch basins (cb-08) | 2 | EACH | 4,500.00 | 9,000.00 | 7,200.00 | 14,400.00 | 5,500.00 | 11,000.00 | 9,000.00 | 18,000.00 |
| 702-03-G | catch basins (cb-09) | 4 | EACH | 3,000.00 | 12,000.00 | 6,000.00 | 24,000.00 | 4,000.00 | 16,000.00 | 4,300.00 | 17,200.00 |
| 702-08-A | side drain safety end (type 1) | 2 | EACH | 1,200.00 | 2,400.00 | 1,250.00 | 2,500.00 | 1,500.00 | 3,000.00 | 1,100.00 | 2,200.00 |
| 703-01 | shoulder underdrain systems | 2,571 | LNFT | 7.50 | 19,282.50 | 8.50 | 21,853.50 | 10.00 | 25,710.00 | 4.50 | 11,569.50 |
| 704-01-A | guard rail (single thrie beam)(3'-1 1/2" post spacing) | 125.0 | LNFT | 28.00 | 3,500.00 | 30.00 | 3,750.00 | 28.00 | 3,500.00 | 29.40 | 3,675.00 |
| 704-03 | blocked out guard rail | 1,287.5 | LNFT | 13.00 | 16,737.50 | 14.00 | 18,025.00 | 15.00 | 19,312.50 | 13.70 | 17,638.75 |
| 704-06-A | guard rail anchor sections (trailing end)(single thrie beam) |
18.8 | LNFT | 83.00 | 1,560.40 | 90.00 | 1,692.00 | 83.00 | 1,560.40 | 87.20 | 1,639.36 |
| 704-08-B | guard rail transitions (double thrie beam) | 200.0 | LNFT | 34.00 | 6,800.00 | 36.50 | 7,300.00 | 34.00 | 6,800.00 | 35.70 | 7,140.00 |
| 704-11-A | guard rail end treatment (flared) | 11 | EACH | 1,500.00 | 16,500.00 | 1,600.00 | 17,600.00 | 1,500.00 | 16,500.00 | 1,575.00 | 17,325.00 |
| 705-01 | barbed wire fence | 8,104 | LNFT | 4.25 | 34,442.00 | 4.50 | 36,468.00 | 4.25 | 34,442.00 | 4.50 | 36,468.00 |
| 705-02 | combination mesh & barbed wire fence | 2,408 | LNFT | 4.50 | 10,836.00 | 5.00 | 12,040.00 | 4.75 | 11,438.00 | 4.75 | 11,438.00 |
| 705-05 | double swinging driveway gates | 9 | DBGT | 400.00 | 3,600.00 | 430.00 | 3,870.00 | 600.00 | 5,400.00 | 420.00 | 3,780.00 |
| 706-02-C | concrete drive (6" thick) | 889.1 | SQYD | 47.00 | 41,787.70 | 33.00 | 29,340.30 | 40.00 | 35,564.00 | 60.00 | 53,346.00 |
| 706-03-C | incidental concrete paving (6" thick) | 226.6 | SQYD | 70.00 | 15,862.00 | 45.00 | 10,197.00 | 38.00 | 8,610.80 | 70.00 | 15,862.00 |
| 707-01 | concrete curb | 3,018.8 | LNFT | 5.00 | 15,094.00 | 7.00 | 21,131.60 | 6.00 | 18,112.80 | 8.00 | 24,150.40 |
| 708-01 | right-of-way monument | 73 | EACH | 100.00 | 7,300.00 | 250.00 | 18,250.00 | 250.00 | 18,250.00 | 210.00 | 15,330.00 |
| 708-02 | right-of-way monument witness post | 73 | EACH | 100.00 | 7,300.00 | 250.00 | 18,250.00 | 250.00 | 18,250.00 | 210.00 | 15,330.00 |
| 712-01-A | concrete cast-in-place revetment (4" thick) | 2,412 | SQYD | 36.00 | 86,832.00 | 33.00 | 79,596.00 | 55.00 | 132,660.00 | 60.00 | 144,720.00 |
| 712-02 | sacked concrete revetment | 40 | SQYD | 80.00 | 3,200.00 | 65.00 | 2,600.00 | 200.00 | 8,000.00 | 400.00 | 16,000.00 |
| 712-04 | flexible revetment | 208 | SQYD | 70.00 | 14,560.00 | 39.00 | 8,112.00 | 38.00 | 7,904.00 | 50.00 | 10,400.00 |
| 713-01 | temporary signs & barricades | lump | LUMP | 75,000.00 | 75,000.00 | 70,000.00 | 70,000.00 | 40,000.00 | 40,000.00 | 50,000.00 | 50,000.00 |
| 713-04-A | temporary pavement markings (broken line)(4" width)(4' length) |
4.142 | MILE | 200.00 | 828.40 | 325.00 | 1,346.15 | 500.00 | 2,071.00 | 395.00 | 1,636.09 |
| 713-04-A-01 | temporary pvmt. markings (broken line)(4" w)(4' l) (type i removable) |
0.500 | MILE | 3,000.00 | 1,500.00 | 1,600.00 | 800.00 | 500.00 | 250.00 | 9,450.00 | 4,725.00 |
| 713-05-A | temporary pavement markings (solid line)(4" width) | 16.568 | MILE | 500.00 | 8,284.00 | 625.00 | 10,355.00 | 500.00 | 8,284.00 | 718.00 | 11,895.82 |
| 716-01-A | mulch (vegetative) | 110.00 | ACRE | 600.00 | 66,000.00 | 650.00 | 71,500.00 | 500.00 | 55,000.00 | 630.00 | 69,300.00 |
| 717-01 | seeding | 6,600 | LB | 3.70 | 24,420.00 | 4.00 | 26,400.00 | 6.00 | 39,600.00 | 3.85 | 25,410.00 |
| 718-01 | fertilizer | 110,000 | LB | 0.20 | 22,000.00 | 0.20 | 22,000.00 | 0.20 | 22,000.00 | 0.20 | 22,000.00 |
| 720-01-A | erosion control system, slope protection (type a) | 35,294 | SQYD | 0.90 | 31,764.60 | 1.00 | 35,294.00 | 1.00 | 35,294.00 | 1.00 | 35,294.00 |
| 720-01-D | erosion control system, flexible channel liner (type d) | 9,526 | SQYD | 1.70 | 16,194.20 | 1.85 | 17,623.10 | 2.35 | 22,386.10 | 1.85 | 17,623.10 |
| 722-02 | project site laboratory (equipped) | 1 | EACH | 30,000.00 | 30,000.00 | 25,000.00 | 25,000.00 | 15,000.00 | 15,000.00 | 20,000.00 | 20,000.00 |
| 724-01-B | pavement patching (12" minimum thickness) | 1,000 | SQYD | 50.00 | 50,000.00 | 58.00 | 58,000.00 | 75.00 | 75,000.00 | 100.00 | 100,000.00 |
| 724-02 | pavement widening | 479.2 | SQYD | 85.00 | 40,732.00 | 36.00 | 17,251.20 | 75.00 | 35,940.00 | 37.00 | 17,730.40 |
| 724-03 | pavement joint repair | 50.0 | TON | 300.00 | 15,000.00 | 175.00 | 8,750.00 | 300.00 | 15,000.00 | 125.00 | 6,250.00 |
| 725-01 | temporary detour roads | 2,611.2 | LNFT | 140.00 | 365,568.00 | 98.00 | 255,897.60 | 125.00 | 326,400.00 | 150.00 | 391,680.00 |
| 726-01 | bedding material | 2,918.1 | CUYD | 40.00 | 116,724.00 | 42.00 | 122,560.20 | 60.00 | 175,086.00 | 55.00 | 160,495.50 |
| 727-01 | mobilization | lump | LUMP | 1,000,000.00 | 1,000,000.00 | 900,000.00 | 900,000.00 | 1,100,000.00 | 1,100,000.00 | 1,113,000.00 | 1,113,000.00 |
| 729-16-B | object marker assembly (type 2) | 6 | EACH | 50.00 | 300.00 | 55.00 | 330.00 | 50.00 | 300.00 | 53.00 | 318.00 |
| 729-16-C | object marker assembly (type 3) | 22 | EACH | 60.00 | 1,320.00 | 65.00 | 1,430.00 | 60.00 | 1,320.00 | 63.00 | 1,386.00 |
| 731-02 | reflectorized raised pavement markers | 1,225 | EACH | 5.00 | 6,125.00 | 4.50 | 5,512.50 | 5.00 | 6,125.00 | 5.20 | 6,370.00 |
| 732-01-C | plastic pavement striping (8" width) | 375 | LNFT | 1.00 | 375.00 | 0.75 | 281.25 | 1.00 | 375.00 | 0.85 | 318.75 |
| 732-01-E | plastic pavement striping (24" width) | 270 | LNFT | 3.00 | 810.00 | 2.50 | 675.00 | 3.00 | 810.00 | 2.80 | 756.00 |
| 732-02-A | plastic pavement striping (solid line) (4" width) | 16.468 | MILE | 1,600.00 | 26,348.80 | 1,700.00 | 27,995.60 | 1,600.00 | 26,348.80 | 1,970.00 | 32,441.96 |
| 732-03-A | plastic pavement striping (broken line)(4" width) | 7.627 | MILE | 650.00 | 4,957.55 | 650.00 | 4,957.55 | 650.00 | 4,957.55 | 718.00 | 5,476.18 |
| 732-03-A-01 | plastic pvmt striping (broken line)(4"width)preformed marking tape (type v) |
1.141 | MILE | 4,000.00 | 4,564.00 | 3,850.00 | 4,392.85 | 4,000.00 | 4,564.00 | 4,410.00 | 5,031.81 |
| 732-04-A | plastic pavement legends & symbols (arrow) | 10 | EACH | 130.00 | 1,300.00 | 125.00 | 1,250.00 | 125.00 | 1,250.00 | 142.00 | 1,420.00 |
| 732-04-C | plastic pavement legends & symbols (only) | 3 | EACH | 130.00 | 390.00 | 135.00 | 405.00 | 125.00 | 375.00 | 152.00 | 456.00 |
| 735-01 | mailboxes | 8 | EACH | 1.00 | 8.00 | 50.00 | 400.00 | 10.00 | 80.00 | 1.50 | 12.00 |
| 735-02 | mailbox supports (single) | 8 | EACH | 130.00 | 1,040.00 | 175.00 | 1,400.00 | 150.00 | 1,200.00 | 137.00 | 1,096.00 |
| 740-01 | construction layout | lump | LUMP | 160,000.00 | 160,000.00 | 140,000.00 | 140,000.00 | 100,000.00 | 100,000.00 | 175,000.00 | 175,000.00 |
| 744-01 | traffic control management | lump | LUMP | 50,000.00 | 50,000.00 | 30,000.00 | 30,000.00 | 30,000.00 | 30,000.00 | 100,000.00 | 100,000.00 |
| 804-01-C | precast concrete piles (16") | 3,765 | LNFT | 40.00 | 150,600.00 | 35.00 | 131,775.00 | 40.00 | 150,600.00 | 42.00 | 158,130.00 |
| 804-12 | loading permanent piles | 2 | EACH | 2,000.00 | 4,000.00 | 1,000.00 | 2,000.00 | 100.00 | 200.00 | 6,200.00 | 12,400.00 |
| 805-01-B | class a concrete (box culvert headwalls) | 102.32 | CUYD | 700.00 | 71,624.00 | 700.00 | 71,624.00 | 950.00 | 97,204.00 | 900.00 | 92,088.00 |
| 805-01-F | class a concrete (bents) | 144.35 | CUYD | 650.00 | 93,827.50 | 500.00 | 72,175.00 | 425.00 | 61,348.75 | 1,100.00 | 158,785.00 |
| 805-03 | class aa concrete | 570.40 | CUYD | 420.00 | 239,568.00 | 450.00 | 256,680.00 | 375.00 | 213,900.00 | 800.00 | 456,320.00 |
| 805-12-F | reinforced concrete box culverts (5'x 4') | 320.0 | LNFT | 230.00 | 73,600.00 | 325.00 | 104,000.00 | 250.00 | 80,000.00 | 240.00 | 76,800.00 |
| 805-12-I | reinforced concrete box culverts (5'x 5') | 230.0 | LNFT | 270.00 | 62,100.00 | 350.00 | 80,500.00 | 275.00 | 63,250.00 | 256.00 | 58,880.00 |
| 805-12-P | reinforced concrete box culverts (7'x 7') | 916.0 | LNFT | 420.00 | 384,720.00 | 490.00 | 448,840.00 | 350.00 | 320,600.00 | 408.00 | 373,728.00 |
| 805-12-Y | reinforced concrete box culverts (3'x 3') | 200.0 | LNFT | 140.00 | 28,000.00 | 150.00 | 30,000.00 | 200.00 | 40,000.00 | 141.00 | 28,200.00 |
| 806-01 | deformed reinforcing steel | 132,224 | LB | 0.58 | 76,689.92 | 0.75 | 99,168.00 | 0.60 | 79,334.40 | 1.00 | 132,224.00 |
| 810-01 | concrete railing (barrier) | 640.00 | LNFT | 40.00 | 25,600.00 | 40.00 | 25,600.00 | 35.00 | 22,400.00 | 90.00 | 57,600.00 |
| 813-01 | concrete approach slabs | 728.88 | SQYD | 130.00 | 94,754.40 | 130.00 | 94,754.40 | 130.00 | 94,754.40 | 140.00 | 102,043.20 |
| S-001 | rumble strips (ground-in) | 12.1 | MILE | 600.00 | 7,260.00 | 800.00 | 9,680.00 | 575.00 | 6,957.50 | 600.00 | 7,260.00 |
| S-002 | temporary guard rail | 150.0 | LNFT | 34.00 | 5,100.00 | 36.50 | 5,475.00 | 34.00 | 5,100.00 | 36.00 | 5,400.00 |
| CONTRACTOR TOTAL | 11,487,769.52 | 11,555,279.30 | 11,783,975.10 | 12,997,257.56 | |||||||
| Item Number | Item Description | Quantity | Unit of Measure | - 5 - KOSTMAYER CONSTRUCTION, 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 | 190,000.00 | 190,000.00 | ||||||
| 202-01 | removal of structures & obstructions | lump | LUMP | 60,000.00 | 60,000.00 | ||||||
| 202-02-C | removal of portland cement concrete pavement | 24,308 | SQYD | 7.50 | 182,310.00 | ||||||
| 202-02-H | removal of guard rail | 312 | LNFT | 1.00 | 312.00 | ||||||
| 203-01 | general excavation | 408,203 | CUYD | 3.60 | 1,469,530.80 | ||||||
| 203-02 | drainage excavation | 5,040 | CUYD | 6.00 | 30,240.00 | ||||||
| 203-03 | muck excavation | 74 | CUYD | 10.00 | 740.00 | ||||||
| 203-04 | embankment | 348,751 | CUYD | 8.00 | 2,790,008.00 | ||||||
| 203-05 | nonplastic embankment | 144 | CUYD | 48.00 | 6,912.00 | ||||||
| 204-03 | temporary slope drains | 780 | LNFT | 36.00 | 28,080.00 | ||||||
| 204-05-A | temporary sediment check dams (hay) | 29 | EACH | 100.00 | 2,900.00 | ||||||
| 204-05-B | temporary sediment check dams (stone) | 18 | EACH | 700.00 | 12,600.00 | ||||||
| 204-06 | temporary silt fencing | 14,500 | LNFT | 1.45 | 21,025.00 | ||||||
| 204-07 | temporary stone construction entrance | 2 | EACH | 650.00 | 1,300.00 | ||||||
| 302-01 | class ii base course | 16,863.0 | CUYD | 50.00 | 843,150.00 | ||||||
| 303-01-C | in-place cement stabilized base course (10" thick) | 121,426 | SQYD | 12.00 | 1,457,112.00 | ||||||
| 304-01 | lime | 568.01 | TON | 150.00 | 85,201.50 | ||||||
| 304-04-D | lime treatment (type d) (12" thick) | 40,071 | SQYD | 2.00 | 80,142.00 | ||||||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
5,614 | CUYD | 60.00 | 336,840.00 | ||||||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 1,000.0 | CUYD | 60.00 | 60,000.00 | ||||||
| 502-01 | superpave asphaltic concrete | 38,829.1 | TON | 85.00 | 3,300,473.50 | ||||||
| 502-01-D | superpave asphaltic concrete, incidental paving (level a) |
104.7 | TON | 120.00 | 12,564.00 | ||||||
| 509-01 | cold planing asphaltic pavement | 31,246 | SQYD | 1.50 | 46,869.00 | ||||||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 1,736 | CUYD | 0.10 | - 173.60 | ||||||
| 601-01-G | portland cement concrete pavement (8" thick) | 11,291.7 | SQYD | 45.00 | 508,126.50 | ||||||
| 601-04 | portland cement concrete pavement coring | 30 | EACH | 250.00 | 7,500.00 | ||||||
| 701-01-G | cross drain pipe (18" rcp/pcp) | 1,324 | LNFT | 40.00 | 52,960.00 | ||||||
| 701-01-K | cross drain pipe (30" rcp/pcp) | 278 | LNFT | 60.00 | 16,680.00 | ||||||
| 701-01-M | cross drain pipe (36" rcp/pcp) | 260 | LNFT | 70.00 | 18,200.00 | ||||||
| 701-01-O | cross drain pipe (48" rcp) | 256 | LNFT | 110.00 | 28,160.00 | ||||||
| 701-01-S | cross drain pipe (72" rcp) | 316 | LNFT | 230.00 | 72,680.00 | ||||||
| 701-03-F | storm drain pipe (15" rcp/pcp) | 1,307 | LNFT | 40.00 | 52,280.00 | ||||||
| 701-05-G | side drain pipe (18") | 372 | LNFT | 43.00 | 15,996.00 | ||||||
| 701-05-I | side drain pipe (24") | 280 | LNFT | 48.00 | 13,440.00 | ||||||
| 701-05-K | side drain pipe (30") | 98 | LNFT | 50.00 | 4,900.00 | ||||||
| 701-05-M | side drain pipe (36") | 46 | LNFT | 69.00 | 3,174.00 | ||||||
| 701-05-N | side drain pipe (42") | 228 | LNFT | 76.00 | 17,328.00 | ||||||
| 702-03-A | catch basins (cb-01) | 18 | EACH | 2,500.00 | 45,000.00 | ||||||
| 702-03-C | catch basins (cb-06) | 4 | EACH | 4,000.00 | 16,000.00 | ||||||
| 702-03-D | catch basins (cb-07) | 2 | EACH | 3,200.00 | 6,400.00 | ||||||
| 702-03-F | catch basins (cb-08) | 2 | EACH | 5,500.00 | 11,000.00 | ||||||
| 702-03-G | catch basins (cb-09) | 4 | EACH | 6,000.00 | 24,000.00 | ||||||
| 702-08-A | side drain safety end (type 1) | 2 | EACH | 1,300.00 | 2,600.00 | ||||||
| 703-01 | shoulder underdrain systems | 2,571 | LNFT | 6.00 | 15,426.00 | ||||||
| 704-01-A | guard rail (single thrie beam)(3'-1 1/2" post spacing) | 125.0 | LNFT | 50.00 | 6,250.00 | ||||||
| 704-03 | blocked out guard rail | 1,287.5 | LNFT | 17.00 | 21,887.50 | ||||||
| 704-06-A | guard rail anchor sections (trailing end)(single thrie beam) |
18.8 | LNFT | 95.00 | 1,786.00 | ||||||
| 704-08-B | guard rail transitions (double thrie beam) | 200.0 | LNFT | 42.00 | 8,400.00 | ||||||
| 704-11-A | guard rail end treatment (flared) | 11 | EACH | 1,700.00 | 18,700.00 | ||||||
| 705-01 | barbed wire fence | 8,104 | LNFT | 5.25 | 42,546.00 | ||||||
| 705-02 | combination mesh & barbed wire fence | 2,408 | LNFT | 5.75 | 13,846.00 | ||||||
| 705-05 | double swinging driveway gates | 9 | DBGT | 680.00 | 6,120.00 | ||||||
| 706-02-C | concrete drive (6" thick) | 889.1 | SQYD | 36.00 | 32,007.60 | ||||||
| 706-03-C | incidental concrete paving (6" thick) | 226.6 | SQYD | 46.00 | 10,423.60 | ||||||
| 707-01 | concrete curb | 3,018.8 | LNFT | 11.00 | 33,206.80 | ||||||
| 708-01 | right-of-way monument | 73 | EACH | 125.00 | 9,125.00 | ||||||
| 708-02 | right-of-way monument witness post | 73 | EACH | 125.00 | 9,125.00 | ||||||
| 712-01-A | concrete cast-in-place revetment (4" thick) | 2,412 | SQYD | 35.00 | 84,420.00 | ||||||
| 712-02 | sacked concrete revetment | 40 | SQYD | 40.00 | 1,600.00 | ||||||
| 712-04 | flexible revetment | 208 | SQYD | 35.00 | 7,280.00 | ||||||
| 713-01 | temporary signs & barricades | lump | LUMP | 100,000.00 | 100,000.00 | ||||||
| 713-04-A | temporary pavement markings (broken line)(4" width)(4' length) |
4.142 | MILE | 250.00 | 1,035.50 | ||||||
| 713-04-A-01 | temporary pvmt. markings (broken line)(4" w)(4' l) (type i removable) |
0.500 | MILE | 11,000.00 | 5,500.00 | ||||||
| 713-05-A | temporary pavement markings (solid line)(4" width) | 16.568 | MILE | 960.00 | 15,905.28 | ||||||
| 716-01-A | mulch (vegetative) | 110.00 | ACRE | 591.00 | 65,010.00 | ||||||
| 717-01 | seeding | 6,600 | LB | 11.00 | 72,600.00 | ||||||
| 718-01 | fertilizer | 110,000 | LB | 0.26 | 28,600.00 | ||||||
| 720-01-A | erosion control system, slope protection (type a) | 35,294 | SQYD | 1.20 | 42,352.80 | ||||||
| 720-01-D | erosion control system, flexible channel liner (type d) | 9,526 | SQYD | 2.85 | 27,149.10 | ||||||
| 722-02 | project site laboratory (equipped) | 1 | EACH | 14,000.00 | 14,000.00 | ||||||
| 724-01-B | pavement patching (12" minimum thickness) | 1,000 | SQYD | 110.00 | 110,000.00 | ||||||
| 724-02 | pavement widening | 479.2 | SQYD | 60.00 | 28,752.00 | ||||||
| 724-03 | pavement joint repair | 50.0 | TON | 300.00 | 15,000.00 | ||||||
| 725-01 | temporary detour roads | 2,611.2 | LNFT | 36.00 | 94,003.20 | ||||||
| 726-01 | bedding material | 2,918.1 | CUYD | 47.00 | 137,150.70 | ||||||
| 727-01 | mobilization | lump | LUMP | 1,400,000.00 | 1,400,000.00 | ||||||
| 729-16-B | object marker assembly (type 2) | 6 | EACH | 65.00 | 390.00 | ||||||
| 729-16-C | object marker assembly (type 3) | 22 | EACH | 70.00 | 1,540.00 | ||||||
| 731-02 | reflectorized raised pavement markers | 1,225 | EACH | 10.00 | 12,250.00 | ||||||
| 732-01-C | plastic pavement striping (8" width) | 375 | LNFT | 7.00 | 2,625.00 | ||||||
| 732-01-E | plastic pavement striping (24" width) | 270 | LNFT | 12.00 | 3,240.00 | ||||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 16.468 | MILE | 3,000.00 | 49,404.00 | ||||||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 7.627 | MILE | 1,150.00 | 8,771.05 | ||||||
| 732-03-A-01 | plastic pvmt striping (broken line)(4"width)preformed marking tape (type v) |
1.141 | MILE | 10,000.00 | 11,410.00 | ||||||
| 732-04-A | plastic pavement legends & symbols (arrow) | 10 | EACH | 480.00 | 4,800.00 | ||||||
| 732-04-C | plastic pavement legends & symbols (only) | 3 | EACH | 660.00 | 1,980.00 | ||||||
| 735-01 | mailboxes | 8 | EACH | 17.00 | 136.00 | ||||||
| 735-02 | mailbox supports (single) | 8 | EACH | 120.00 | 960.00 | ||||||
| 740-01 | construction layout | lump | LUMP | 1,100,000.00 | 1,100,000.00 | ||||||
| 744-01 | traffic control management | lump | LUMP | 175,000.00 | 175,000.00 | ||||||
| 804-01-C | precast concrete piles (16") | 3,765 | LNFT | 49.00 | 184,485.00 | ||||||
| 804-12 | loading permanent piles | 2 | EACH | 1,000.00 | 2,000.00 | ||||||
| 805-01-B | class a concrete (box culvert headwalls) | 102.32 | CUYD | 900.00 | 92,088.00 | ||||||
| 805-01-F | class a concrete (bents) | 144.35 | CUYD | 700.00 | 101,045.00 | ||||||
| 805-03 | class aa concrete | 570.40 | CUYD | 450.00 | 256,680.00 | ||||||
| 805-12-F | reinforced concrete box culverts (5'x 4') | 320.0 | LNFT | 300.00 | 96,000.00 | ||||||
| 805-12-I | reinforced concrete box culverts (5'x 5') | 230.0 | LNFT | 350.00 | 80,500.00 | ||||||
| 805-12-P | reinforced concrete box culverts (7'x 7') | 916.0 | LNFT | 450.00 | 412,200.00 | ||||||
| 805-12-Y | reinforced concrete box culverts (3'x 3') | 200.0 | LNFT | 290.00 | 58,000.00 | ||||||
| 806-01 | deformed reinforcing steel | 132,224 | LB | 0.90 | 119,001.60 | ||||||
| 810-01 | concrete railing (barrier) | 640.00 | LNFT | 30.00 | 19,200.00 | ||||||
| 813-01 | concrete approach slabs | 728.88 | SQYD | 130.00 | 94,754.40 | ||||||
| S-001 | rumble strips (ground-in) | 12.1 | MILE | 700.00 | 8,470.00 | ||||||
| S-002 | temporary guard rail | 150.0 | LNFT | 52.00 | 7,800.00 | ||||||
| CONTRACTOR TOTAL | 17,318,498.83 | ||||||||||