| READV |
| ||
| Lead Project: 283-08-0146 | |||
| Parish: ORLEANS | |||
| Routes: US 90 | |||
| Description: C. C. C. INTERSECTION IMPROVEMENTS (MAGAZINE - SOUTH PETER) | |||
| Type Const:
cold planing asph pvmt, class ii bc, drain struct,superpave acp, pccp, landscaping, precast prestressed concrete girder spans bridge, traffic signalization, and related work. | |||
| Rank | License | Bidder | Amount |
|---|---|---|---|
| 1 | 40038 | COMMAND CONSTRUCTION LLC | $1,395,551.53 |
| 2 | 34567 | JAMES CONSTRUCTION GROUP LLC | $1,641,919.66 |
| 3 | 36827 | SHAVERS-WHITTLE CONSTRUCTION INC | $1,679,329.66 |
| 4 | 02179 | BOH BROS. CONSTRUCTION CO., LLC. | $1,713,454.65 |
| 5 | 25747 | KOSTMAYER CONSTRUCTION, INC. | $1,962,517.89 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - COMMAND CONSTRUCTION LLC |
- 2 - JAMES CONSTRUCTION GROUP LLC |
- 3 - SHAVERS-WHITTLE CONSTRUCTION INC |
- 4 - BOH BROS. CONSTRUCTION CO., LLC. |
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 202-02-D | removal of concrete walks & drives | 783 | SQYD | 10.00 | 7,830.00 | 7.00 | 5,481.00 | 10.00 | 7,830.00 | 5.00 | 3,915.00 |
| 202-02-E | removal of concrete curbs | 660.0 | LNFT | 50.00 | 33,000.00 | 3.00 | 1,980.00 | 20.00 | 13,200.00 | 3.00 | 1,980.00 |
| 202-02-F | removal of concrete combination curb & gutter | 740.0 | LNFT | 50.00 | 37,000.00 | 5.00 | 3,700.00 | 7.00 | 5,180.00 | 7.00 | 5,180.00 |
| 202-02-G | removal of surfacing & stabilized base | 164.0 | SQYD | 50.00 | 8,200.00 | 15.00 | 2,460.00 | 75.00 | 12,300.00 | 10.00 | 1,640.00 |
| 203-06 | excavation & embankment | lump | LUMP | 40,000.00 | 40,000.00 | 80,000.00 | 80,000.00 | 29,000.00 | 29,000.00 | 26,000.00 | 26,000.00 |
| 302-02-E | class ii base course (8" thick)(stone or recycled pcc pavement) |
1,398.0 | SQYD | 25.00 | 34,950.00 | 20.00 | 27,960.00 | 12.00 | 16,776.00 | 23.00 | 32,154.00 |
| 302-02-F | class ii base course (11 3/4" thick)(stone or recycled pcc pavement) |
420.0 | SQYD | 25.00 | 10,500.00 | 27.00 | 11,340.00 | 18.00 | 7,560.00 | 26.00 | 10,920.00 |
| 502-01 | superpave asphaltic concrete | 1,341.5 | TON | 105.00 | 140,857.50 | 90.00 | 120,735.00 | 110.00 | 147,565.00 | 85.00 | 114,027.50 |
| 509-01 | cold planing asphaltic pavement | 2,640 | SQYD | 5.00 | 13,200.00 | 5.00 | 13,200.00 | 5.00 | 13,200.00 | 3.00 | 7,920.00 |
| 601-01-I | portland cement concrete pavement (9" thick) | 296.0 | SQYD | 80.00 | 23,680.00 | 55.00 | 16,280.00 | 90.00 | 26,640.00 | 75.00 | 22,200.00 |
| 701-03-F | storm drain pipe (15" rcp/pcp) | 240 | LNFT | 100.00 | 24,000.00 | 110.00 | 26,400.00 | 60.00 | 14,400.00 | 60.00 | 14,400.00 |
| 702-03-C | catch basins (cb-06) | 5 | EACH | 4,000.00 | 20,000.00 | 4,000.00 | 20,000.00 | 2,900.00 | 14,500.00 | 2,800.00 | 14,000.00 |
| 702-03-F | catch basins (cb-08) | 1 | EACH | 7,000.00 | 7,000.00 | 7,000.00 | 7,000.00 | 5,500.00 | 5,500.00 | 6,700.00 | 6,700.00 |
| 702-03-G | catch basins (cb-09) | 1 | EACH | 4,000.00 | 4,000.00 | 4,000.00 | 4,000.00 | 2,800.00 | 2,800.00 | 2,800.00 | 2,800.00 |
| 702-04-A | adjusting manholes | 3 | EACH | 500.00 | 1,500.00 | 600.00 | 1,800.00 | 850.00 | 2,550.00 | 600.00 | 1,800.00 |
| 702-04-B | adjusting catch basins | 5 | EACH | 100.00 | 500.00 | 800.00 | 4,000.00 | 1,300.00 | 6,500.00 | 700.00 | 3,500.00 |
| 706-01-A | concrete walk (4" thick) | 617.6 | SQYD | 32.00 | 19,763.20 | 40.00 | 24,704.00 | 40.00 | 24,704.00 | 40.00 | 24,704.00 |
| 706-02-C | concrete drive (6" thick) | 79.4 | SQYD | 35.00 | 2,779.00 | 48.00 | 3,811.20 | 50.00 | 3,970.00 | 50.00 | 3,970.00 |
| 707-01 | concrete curb | 562.5 | LNFT | 5.00 | 2,812.50 | 9.00 | 5,062.50 | 13.00 | 7,312.50 | 8.00 | 4,500.00 |
| 707-03 | combination concrete curb & gutter | 1,434.3 | LNFT | 20.00 | 28,686.00 | 19.00 | 27,251.70 | 20.00 | 28,686.00 | 24.00 | 34,423.20 |
| 713-01 | temporary signs & barricades | lump | LUMP | 20,000.00 | 20,000.00 | 40,000.00 | 40,000.00 | 28,000.00 | 28,000.00 | 50,000.00 | 50,000.00 |
| 713-03-A | temporary pavement markings (4" width) | 19,330 | LNFT | 0.15 | 2,899.50 | 0.50 | 9,665.00 | 0.16 | 3,092.80 | 0.20 | 3,866.00 |
| 713-03-C | temporary pavement markings (8" width) | 2,442 | LNFT | 0.30 | 732.60 | 0.80 | 1,953.60 | 0.33 | 805.86 | 0.35 | 854.70 |
| 713-03-E | temporary pavement markings (24" width) | 877 | LNFT | 1.00 | 877.00 | 1.50 | 1,315.50 | 0.95 | 833.15 | 1.00 | 877.00 |
| 713-04-A | temporary pavement markings (broken line)(4" width)(4' length) |
0.292 | MILE | 100.00 | 29.20 | 6,000.00 | 1,752.00 | 1,000.00 | 292.00 | 500.00 | 146.00 |
| 713-04-B | temporary pavement markings (broken line)(4" width) (10' length) |
0.292 | MILE | 440.00 | 128.48 | 7,000.00 | 2,044.00 | 450.00 | 131.40 | 490.00 | 143.08 |
| 713-08 | temporary precast concrete barrier (contractor furnished) |
140 | EACH | 30.00 | 4,200.00 | 920.00 | 128,800.00 | 500.00 | 70,000.00 | 740.00 | 103,600.00 |
| 713-09 | temporary precast concrete barrier (department furnished) |
140 | EACH | 25.00 | 3,500.00 | 150.00 | 21,000.00 | 100.00 | 14,000.00 | 350.00 | 49,000.00 |
| 714-01-A | slab sodding (bermuda) | 166 | SQYD | 5.00 | 830.00 | 6.00 | 996.00 | 3.50 | 581.00 | 3.00 | 498.00 |
| 715-01 | topsoil (6" depth) | 15 | CUYD | 40.00 | 600.00 | 20.00 | 300.00 | 50.00 | 750.00 | 27.00 | 405.00 |
| 717-01-A | seeding (bermuda) | 50 | LB | 10.00 | 500.00 | 10.00 | 500.00 | 20.00 | 1,000.00 | 20.00 | 1,000.00 |
| 719-01-A | plants (savannah holly, 8'-10' height (bush form, branched to the ground) |
9 | EACH | 500.00 | 4,500.00 | 295.00 | 2,655.00 | 330.00 | 2,970.00 | 300.00 | 2,700.00 |
| 719-01-B | plants (east palatka holly, 9'-10' height) | 5 | EACH | 500.00 | 2,500.00 | 295.00 | 1,475.00 | 330.00 | 1,650.00 | 300.00 | 1,500.00 |
| 722-01 | project site laboratory | 1 | EACH | 1,000.00 | 1,000.00 | 5,000.00 | 5,000.00 | 25,000.00 | 25,000.00 | 20,000.00 | 20,000.00 |
| 724-01 | pavement patching | 24 | SQYD | 125.00 | 3,000.00 | 75.00 | 1,800.00 | 175.00 | 4,200.00 | 100.00 | 2,400.00 |
| 727-01 | mobilization | lump | LUMP | 130,000.00 | 130,000.00 | 160,000.00 | 160,000.00 | 85,000.00 | 85,000.00 | 160,000.00 | 160,000.00 |
| 729-01 | sign (type a) | 105.5 | SQFT | 25.00 | 2,637.50 | 25.00 | 2,637.50 | 25.00 | 2,637.50 | 25.00 | 2,637.50 |
| 729-04 | sign (type d) | 39.0 | SQFT | 30.00 | 1,170.00 | 25.00 | 975.00 | 30.00 | 1,170.00 | 31.00 | 1,209.00 |
| 729-08-A | mounting (2 1/2" post) | 15 | EACH | 900.00 | 13,500.00 | 700.00 | 10,500.00 | 900.00 | 13,500.00 | 900.00 | 13,500.00 |
| 729-08-H | mounting (w8 x 24) | 2 | EACH | 2,000.00 | 4,000.00 | 1,400.00 | 2,800.00 | 2,000.00 | 4,000.00 | 2,000.00 | 4,000.00 |
| 730-15 | relocate light poles (40' w/6' arm, p&k) | 2 | EACH | 2,000.00 | 4,000.00 | 2,000.00 | 4,000.00 | 2,600.00 | 5,200.00 | 3,000.00 | 6,000.00 |
| 731-02 | reflectorized raised pavement markers | 273 | EACH | 5.00 | 1,365.00 | 6.00 | 1,638.00 | 6.00 | 1,638.00 | 6.00 | 1,638.00 |
| 732-01-A | plastic pavement striping (4" width) | 9,665 | LNFT | 0.60 | 5,799.00 | 0.60 | 5,799.00 | 0.70 | 6,765.50 | 0.70 | 6,765.50 |
| 732-01-C | plastic pavement striping (8" width) | 1,221 | LNFT | 1.30 | 1,587.30 | 1.20 | 1,465.20 | 1.35 | 1,648.35 | 1.40 | 1,709.40 |
| 732-01-D | plastic pavement striping (12" width) | 935 | LNFT | 2.00 | 1,870.00 | 2.00 | 1,870.00 | 2.00 | 1,870.00 | 2.00 | 1,870.00 |
| 732-01-E | plastic pavement striping (24" width) | 877 | LNFT | 4.00 | 3,508.00 | 3.00 | 2,631.00 | 4.00 | 3,508.00 | 4.00 | 3,508.00 |
| 732-03-A | plastic pavement striping (broken line)(4" width) | 1.562 | MILE | 700.00 | 1,093.40 | 780.00 | 1,218.36 | 700.00 | 1,093.40 | 760.00 | 1,187.12 |
| 732-04-A | plastic pavement legends & symbols (arrow) | 7 | EACH | 150.00 | 1,050.00 | 150.00 | 1,050.00 | 150.00 | 1,050.00 | 150.00 | 1,050.00 |
| 732-04-B | plastic pavement legends & symbols (double arrow) | 12 | EACH | 200.00 | 2,400.00 | 185.00 | 2,220.00 | 225.00 | 2,700.00 | 200.00 | 2,400.00 |
| 732-04-C | plastic pavement legends & symbols (only) | 6 | EACH | 175.00 | 1,050.00 | 180.00 | 1,080.00 | 200.00 | 1,200.00 | 170.00 | 1,020.00 |
| 732-05 | removal of existing markings | 1.810 | MILE | 500.00 | 905.00 | 4,200.00 | 7,602.00 | 4,500.00 | 8,145.00 | 4,600.00 | 8,326.00 |
| 740-01 | construction layout | lump | LUMP | 5,000.00 | 5,000.00 | 56,000.00 | 56,000.00 | 60,000.00 | 60,000.00 | 43,000.00 | 43,000.00 |
| 802-02 | structural excavation for intermediate bents | 100.0 | CUYD | 30.00 | 3,000.00 | 45.00 | 4,500.00 | 10.00 | 1,000.00 | 25.00 | 2,500.00 |
| 804-04-B | cast-in-place concrete piles (14") | 550 | LNFT | 60.00 | 33,000.00 | 79.00 | 43,450.00 | 85.00 | 46,750.00 | 97.00 | 53,350.00 |
| 804-04-C | cast-in-place concrete piles (16") | 865 | LNFT | 80.00 | 69,200.00 | 87.00 | 75,255.00 | 95.00 | 82,175.00 | 107.00 | 92,555.00 |
| 804-04-D | cast-in-place concrete piles (18") | 450 | LNFT | 90.00 | 40,500.00 | 169.00 | 76,050.00 | 100.00 | 45,000.00 | 128.00 | 57,600.00 |
| 804-12 | loading permanent piles | 1 | EACH | 2,500.00 | 2,500.00 | 18,700.00 | 18,700.00 | 1,000.00 | 1,000.00 | 15,000.00 | 15,000.00 |
| 805-01-D | class a concrete (footings) | 7.71 | CUYD | 1,300.00 | 10,023.00 | 1,085.00 | 8,365.35 | 1,000.00 | 7,710.00 | 1,000.00 | 7,710.00 |
| 805-01-F | class a concrete (bents) | 30.16 | CUYD | 1,100.00 | 33,176.00 | 715.00 | 21,564.40 | 1,500.00 | 45,240.00 | 1,200.00 | 36,192.00 |
| 805-01-I | class a concrete (curtain walls) | 44.17 | CUYD | 1,500.00 | 66,255.00 | 1,400.00 | 61,838.00 | 1,500.00 | 66,255.00 | 1,200.00 | 53,004.00 |
| 805-03 | class aa concrete | 108.53 | CUYD | 550.00 | 59,691.50 | 715.00 | 77,598.95 | 1,500.00 | 162,795.00 | 900.00 | 97,677.00 |
| 805-08-A | precast-prestressed concrete girder (type i) | 248.2 | LNFT | 75.00 | 18,615.00 | 80.00 | 19,856.00 | 80.00 | 19,856.00 | 100.00 | 24,820.00 |
| 805-09 | expansion joint seal | 37.59 | LNFT | 125.00 | 4,698.75 | 23.00 | 864.57 | 65.00 | 2,443.35 | 30.00 | 1,127.70 |
| 805-11 | strip seal joints | 11.94 | LNFT | 220.00 | 2,626.80 | 135.00 | 1,611.90 | 200.00 | 2,388.00 | 175.00 | 2,089.50 |
| 806-01 | deformed reinforcing steel | 33,720 | LB | 0.70 | 23,604.00 | 0.95 | 32,034.00 | 1.00 | 33,720.00 | 0.77 | 25,964.40 |
| 810-01-A | concrete railing (45" to 10" barrier transition) | 50.82 | LNFT | 100.00 | 5,082.00 | 160.00 | 8,131.20 | 150.00 | 7,623.00 | 90.00 | 4,573.80 |
| 810-01-B | concrete railing (45" barrier) | 208.83 | LNFT | 60.00 | 12,529.80 | 135.00 | 28,192.05 | 120.00 | 25,059.60 | 135.00 | 28,192.05 |
| 813-01 | concrete approach slabs | 109.08 | SQYD | 125.00 | 13,635.00 | 170.00 | 18,543.60 | 175.00 | 19,089.00 | 150.00 | 16,362.00 |
| S-001 | removal of existing signal equipment | lump | LUMP | 1,000.00 | 1,000.00 | 2,000.00 | 2,000.00 | 5,000.00 | 5,000.00 | 5,500.00 | 5,500.00 |
| S-002 | upgrade of existing controller cabinet | 3 | EACH | 5,000.00 | 15,000.00 | 5,000.00 | 15,000.00 | 10,000.00 | 30,000.00 | 11,000.00 | 33,000.00 |
| S-003 | signal support (standard)(foundation, pedestal pole, 10') |
2 | EACH | 550.00 | 1,100.00 | 3,000.00 | 6,000.00 | 1,300.00 | 2,600.00 | 1,300.00 | 2,600.00 |
| S-004 | signal support (standard)(foundation, pole, 25' arm) | 1 | EACH | 4,800.00 | 4,800.00 | 2,930.00 | 2,930.00 | 5,000.00 | 5,000.00 | 5,200.00 | 5,200.00 |
| S-005 | signal support (standard)(foundation, pole, 25' & 25' arm) |
1 | EACH | 7,100.00 | 7,100.00 | 3,930.00 | 3,930.00 | 6,700.00 | 6,700.00 | 7,000.00 | 7,000.00 |
| S-006 | traffic signal head (3 section, 12" lens) | 10 | EACH | 800.00 | 8,000.00 | 500.00 | 5,000.00 | 550.00 | 5,500.00 | 550.00 | 5,500.00 |
| S-007 | traffic signal head (5 section, 12" lens) | 1 | EACH | 850.00 | 850.00 | 500.00 | 500.00 | 900.00 | 900.00 | 880.00 | 880.00 |
| S-011 | detector lead-in cable (no. 14/2/os) | 2,530 | LNFT | 1.00 | 2,530.00 | 3.00 | 7,590.00 | 1.10 | 2,783.00 | 1.10 | 2,783.00 |
| S-016 | traffic signal cable (no. 14/7c) | 1,900 | LNFT | 1.75 | 3,325.00 | 4.00 | 7,600.00 | 2.00 | 3,800.00 | 1.90 | 3,610.00 |
| S-017 | loop detector | 23 | EACH | 1,200.00 | 27,600.00 | 100.00 | 2,300.00 | 1,500.00 | 34,500.00 | 1,600.00 | 36,800.00 |
| S-018 | conduit (2") | 355 | LNFT | 6.00 | 2,130.00 | 5.00 | 1,775.00 | 6.50 | 2,307.50 | 7.00 | 2,485.00 |
| S-020 | conduit (4") | 35 | LNFT | 11.00 | 385.00 | 6.00 | 210.00 | 9.50 | 332.50 | 9.00 | 315.00 |
| S-023 | electrical junction box (type e) | 11 | EACH | 300.00 | 3,300.00 | 50.00 | 550.00 | 600.00 | 6,600.00 | 650.00 | 7,150.00 |
| S-024 | traffic manhole | 4 | EACH | 700.00 | 2,800.00 | 1,000.00 | 4,000.00 | 1,750.00 | 7,000.00 | 1,400.00 | 5,600.00 |
| S-028 | cut and patch incidental paving | 125 | LNFT | 25.00 | 3,125.00 | 27.00 | 3,375.00 | 35.00 | 4,375.00 | 35.00 | 4,375.00 |
| S-031 | cut and patch brick sidewalk | 50 | LNFT | 50.00 | 2,500.00 | 45.00 | 2,250.00 | 60.00 | 3,000.00 | 50.00 | 2,500.00 |
| S-036 | nema ts type ii traffic signal master controller (all inclusive) |
1 | EACH | 20,000.00 | 20,000.00 | 1,000.00 | 1,000.00 | 25,000.00 | 25,000.00 | 25,000.00 | 25,000.00 |
| S-038 | vehicular signal heads, optically programmed (3 section, 12" lens) |
11 | EACH | 3,400.00 | 37,400.00 | 500.00 | 5,500.00 | 3,300.00 | 36,300.00 | 3,500.00 | 38,500.00 |
| S-040 | signal support (standard)(foundation, pole, 40' arm) | 1 | EACH | 6,000.00 | 6,000.00 | 3,930.00 | 3,930.00 | 6,500.00 | 6,500.00 | 7,000.00 | 7,000.00 |
| S-052 | retaining wall & fence | 159.0 | LNFT | 250.00 | 39,750.00 | 497.00 | 79,023.00 | 330.00 | 52,470.00 | 315.00 | 50,085.00 |
| S-060 | precast concrete detectable warning paver landing | 25 | SQFT | 40.00 | 1,000.00 | 38.00 | 950.00 | 50.00 | 1,250.00 | 15.00 | 375.00 |
| S-061 | brick paver walk (ddd standard sidewalks) | 273 | SQFT | 25.00 | 6,825.00 | 38.00 | 10,374.00 | 32.00 | 8,736.00 | 10.00 | 2,730.00 |
| S-062 | granite cobblestone paving | 656 | SQFT | 35.00 | 22,960.00 | 25.00 | 16,400.00 | 45.00 | 29,520.00 | 35.00 | 22,960.00 |
| S-063 | transplanting trees (crape myrtles & hollies) | 49 | EACH | 100.00 | 4,900.00 | 350.00 | 17,150.00 | 300.00 | 14,700.00 | 288.00 | 14,112.00 |
| S-064 | irrigation items | lump | LUMP | 12,000.00 | 12,000.00 | 6,800.00 | 6,800.00 | 10,000.00 | 10,000.00 | 10,000.00 | 10,000.00 |
| S-065 | relocate trailblazing signs | 1 | EACH | 750.00 | 750.00 | 2,100.00 | 2,100.00 | 3,500.00 | 3,500.00 | 1,700.00 | 1,700.00 |
| S-101 | removal of barrier railing | 226.65 | LNFT | 30.00 | 6,799.50 | 16.00 | 3,626.40 | 25.00 | 5,666.25 | 20.00 | 4,533.00 |
| S-102 | removal of concrete (deck, bents & curtain wall) | 86.52 | CUYD | 125.00 | 10,815.00 | 134.00 | 11,593.68 | 250.00 | 21,630.00 | 135.00 | 11,680.20 |
| S-103 | mechanical butt splice | 46 | EACH | 80.00 | 3,680.00 | 100.00 | 4,600.00 | 75.00 | 3,450.00 | 70.00 | 3,220.00 |
| S-104 | curtain wall design treatment | lump | LUMP | 50,000.00 | 50,000.00 | 25,000.00 | 25,000.00 | 25,000.00 | 25,000.00 | 40,000.00 | 40,000.00 |
| S-105 | deck drainage systems | lump | LUMP | 2,500.00 | 2,500.00 | 2,400.00 | 2,400.00 | 2,500.00 | 2,500.00 | 4,000.00 | 4,000.00 |
| CONTRACTOR TOTAL | 1,395,551.53 | 1,641,919.66 | 1,679,329.66 | 1,713,454.65 | |||||||
| Item Number | Item Description | Quantity | Unit of Measure | - 5 - KOSTMAYER CONSTRUCTION, INC. |
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|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 202-02-D | removal of concrete walks & drives | 783 | SQYD | 10.00 | 7,830.00 | ||||||
| 202-02-E | removal of concrete curbs | 660.0 | LNFT | 7.00 | 4,620.00 | ||||||
| 202-02-F | removal of concrete combination curb & gutter | 740.0 | LNFT | 10.00 | 7,400.00 | ||||||
| 202-02-G | removal of surfacing & stabilized base | 164.0 | SQYD | 10.00 | 1,640.00 | ||||||
| 203-06 | excavation & embankment | lump | LUMP | 60.00 | 60.00 | ||||||
| 302-02-E | class ii base course (8" thick)(stone or recycled pcc pavement) |
1,398.0 | SQYD | 12.00 | 16,776.00 | ||||||
| 302-02-F | class ii base course (11 3/4" thick)(stone or recycled pcc pavement) |
420.0 | SQYD | 15.00 | 6,300.00 | ||||||
| 502-01 | superpave asphaltic concrete | 1,341.5 | TON | 130.00 | 174,395.00 | ||||||
| 509-01 | cold planing asphaltic pavement | 2,640 | SQYD | 6.00 | 15,840.00 | ||||||
| 601-01-I | portland cement concrete pavement (9" thick) | 296.0 | SQYD | 65.00 | 19,240.00 | ||||||
| 701-03-F | storm drain pipe (15" rcp/pcp) | 240 | LNFT | 65.00 | 15,600.00 | ||||||
| 702-03-C | catch basins (cb-06) | 5 | EACH | 3,000.00 | 15,000.00 | ||||||
| 702-03-F | catch basins (cb-08) | 1 | EACH | 8,000.00 | 8,000.00 | ||||||
| 702-03-G | catch basins (cb-09) | 1 | EACH | 9,000.00 | 9,000.00 | ||||||
| 702-04-A | adjusting manholes | 3 | EACH | 1,200.00 | 3,600.00 | ||||||
| 702-04-B | adjusting catch basins | 5 | EACH | 1,200.00 | 6,000.00 | ||||||
| 706-01-A | concrete walk (4" thick) | 617.6 | SQYD | 45.00 | 27,792.00 | ||||||
| 706-02-C | concrete drive (6" thick) | 79.4 | SQYD | 55.00 | 4,367.00 | ||||||
| 707-01 | concrete curb | 562.5 | LNFT | 10.00 | 5,625.00 | ||||||
| 707-03 | combination concrete curb & gutter | 1,434.3 | LNFT | 48.00 | 68,846.40 | ||||||
| 713-01 | temporary signs & barricades | lump | LUMP | 21,000.00 | 21,000.00 | ||||||
| 713-03-A | temporary pavement markings (4" width) | 19,330 | LNFT | 0.20 | 3,866.00 | ||||||
| 713-03-C | temporary pavement markings (8" width) | 2,442 | LNFT | 0.35 | 854.70 | ||||||
| 713-03-E | temporary pavement markings (24" width) | 877 | LNFT | 1.10 | 964.70 | ||||||
| 713-04-A | temporary pavement markings (broken line)(4" width)(4' length) |
0.292 | MILE | 3,600.00 | 1,051.20 | ||||||
| 713-04-B | temporary pavement markings (broken line)(4" width) (10' length) |
0.292 | MILE | 520.00 | 151.84 | ||||||
| 713-08 | temporary precast concrete barrier (contractor furnished) |
140 | EACH | 600.00 | 84,000.00 | ||||||
| 713-09 | temporary precast concrete barrier (department furnished) |
140 | EACH | 150.00 | 21,000.00 | ||||||
| 714-01-A | slab sodding (bermuda) | 166 | SQYD | 5.00 | 830.00 | ||||||
| 715-01 | topsoil (6" depth) | 15 | CUYD | 36.00 | 540.00 | ||||||
| 717-01-A | seeding (bermuda) | 50 | LB | 6.00 | 300.00 | ||||||
| 719-01-A | plants (savannah holly, 8'-10' height (bush form, branched to the ground) |
9 | EACH | 155.00 | 1,395.00 | ||||||
| 719-01-B | plants (east palatka holly, 9'-10' height) | 5 | EACH | 175.00 | 875.00 | ||||||
| 722-01 | project site laboratory | 1 | EACH | 17,000.00 | 17,000.00 | ||||||
| 724-01 | pavement patching | 24 | SQYD | 400.00 | 9,600.00 | ||||||
| 727-01 | mobilization | lump | LUMP | 150,000.00 | 150,000.00 | ||||||
| 729-01 | sign (type a) | 105.5 | SQFT | 28.00 | 2,954.00 | ||||||
| 729-04 | sign (type d) | 39.0 | SQFT | 36.00 | 1,404.00 | ||||||
| 729-08-A | mounting (2 1/2" post) | 15 | EACH | 1,125.00 | 16,875.00 | ||||||
| 729-08-H | mounting (w8 x 24) | 2 | EACH | 2,600.00 | 5,200.00 | ||||||
| 730-15 | relocate light poles (40' w/6' arm, p&k) | 2 | EACH | 2,100.00 | 4,200.00 | ||||||
| 731-02 | reflectorized raised pavement markers | 273 | EACH | 6.00 | 1,638.00 | ||||||
| 732-01-A | plastic pavement striping (4" width) | 9,665 | LNFT | 0.76 | 7,345.40 | ||||||
| 732-01-C | plastic pavement striping (8" width) | 1,221 | LNFT | 1.48 | 1,807.08 | ||||||
| 732-01-D | plastic pavement striping (12" width) | 935 | LNFT | 2.30 | 2,150.50 | ||||||
| 732-01-E | plastic pavement striping (24" width) | 877 | LNFT | 4.60 | 4,034.20 | ||||||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 1.562 | MILE | 860.00 | 1,343.32 | ||||||
| 732-04-A | plastic pavement legends & symbols (arrow) | 7 | EACH | 165.00 | 1,155.00 | ||||||
| 732-04-B | plastic pavement legends & symbols (double arrow) | 12 | EACH | 255.00 | 3,060.00 | ||||||
| 732-04-C | plastic pavement legends & symbols (only) | 6 | EACH | 194.00 | 1,164.00 | ||||||
| 732-05 | removal of existing markings | 1.810 | MILE | 4,400.00 | 7,964.00 | ||||||
| 740-01 | construction layout | lump | LUMP | 80,000.00 | 80,000.00 | ||||||
| 802-02 | structural excavation for intermediate bents | 100.0 | CUYD | 7.00 | 700.00 | ||||||
| 804-04-B | cast-in-place concrete piles (14") | 550 | LNFT | 68.00 | 37,400.00 | ||||||
| 804-04-C | cast-in-place concrete piles (16") | 865 | LNFT | 71.00 | 61,415.00 | ||||||
| 804-04-D | cast-in-place concrete piles (18") | 450 | LNFT | 74.00 | 33,300.00 | ||||||
| 804-12 | loading permanent piles | 1 | EACH | 2,000.00 | 2,000.00 | ||||||
| 805-01-D | class a concrete (footings) | 7.71 | CUYD | 1,200.00 | 9,252.00 | ||||||
| 805-01-F | class a concrete (bents) | 30.16 | CUYD | 1,200.00 | 36,192.00 | ||||||
| 805-01-I | class a concrete (curtain walls) | 44.17 | CUYD | 1,450.00 | 64,046.50 | ||||||
| 805-03 | class aa concrete | 108.53 | CUYD | 1,450.00 | 157,368.50 | ||||||
| 805-08-A | precast-prestressed concrete girder (type i) | 248.2 | LNFT | 175.00 | 43,435.00 | ||||||
| 805-09 | expansion joint seal | 37.59 | LNFT | 85.00 | 3,195.15 | ||||||
| 805-11 | strip seal joints | 11.94 | LNFT | 85.00 | 1,014.90 | ||||||
| 806-01 | deformed reinforcing steel | 33,720 | LB | 1.70 | 57,324.00 | ||||||
| 810-01-A | concrete railing (45" to 10" barrier transition) | 50.82 | LNFT | 205.00 | 10,418.10 | ||||||
| 810-01-B | concrete railing (45" barrier) | 208.83 | LNFT | 75.00 | 15,662.25 | ||||||
| 813-01 | concrete approach slabs | 109.08 | SQYD | 90.00 | 9,817.20 | ||||||
| S-001 | removal of existing signal equipment | lump | LUMP | 4,800.00 | 4,800.00 | ||||||
| S-002 | upgrade of existing controller cabinet | 3 | EACH | 12,100.00 | 36,300.00 | ||||||
| S-003 | signal support (standard)(foundation, pedestal pole, 10') |
2 | EACH | 840.00 | 1,680.00 | ||||||
| S-004 | signal support (standard)(foundation, pole, 25' arm) | 1 | EACH | 6,120.00 | 6,120.00 | ||||||
| S-005 | signal support (standard)(foundation, pole, 25' & 25' arm) |
1 | EACH | 7,960.00 | 7,960.00 | ||||||
| S-006 | traffic signal head (3 section, 12" lens) | 10 | EACH | 1,080.00 | 10,800.00 | ||||||
| S-007 | traffic signal head (5 section, 12" lens) | 1 | EACH | 1,200.00 | 1,200.00 | ||||||
| S-011 | detector lead-in cable (no. 14/2/os) | 2,530 | LNFT | 1.40 | 3,542.00 | ||||||
| S-016 | traffic signal cable (no. 14/7c) | 1,900 | LNFT | 2.60 | 4,940.00 | ||||||
| S-017 | loop detector | 23 | EACH | 860.00 | 19,780.00 | ||||||
| S-018 | conduit (2") | 355 | LNFT | 6.25 | 2,218.75 | ||||||
| S-020 | conduit (4") | 35 | LNFT | 26.20 | 917.00 | ||||||
| S-023 | electrical junction box (type e) | 11 | EACH | 400.00 | 4,400.00 | ||||||
| S-024 | traffic manhole | 4 | EACH | 1,950.00 | 7,800.00 | ||||||
| S-028 | cut and patch incidental paving | 125 | LNFT | 18.00 | 2,250.00 | ||||||
| S-031 | cut and patch brick sidewalk | 50 | LNFT | 36.00 | 1,800.00 | ||||||
| S-036 | nema ts type ii traffic signal master controller (all inclusive) |
1 | EACH | 100,000.00 | 100,000.00 | ||||||
| S-038 | vehicular signal heads, optically programmed (3 section, 12" lens) |
11 | EACH | 3,500.00 | 38,500.00 | ||||||
| S-040 | signal support (standard)(foundation, pole, 40' arm) | 1 | EACH | 7,700.00 | 7,700.00 | ||||||
| S-052 | retaining wall & fence | 159.0 | LNFT | 470.00 | 74,730.00 | ||||||
| S-060 | precast concrete detectable warning paver landing | 25 | SQFT | 42.00 | 1,050.00 | ||||||
| S-061 | brick paver walk (ddd standard sidewalks) | 273 | SQFT | 18.00 | 4,914.00 | ||||||
| S-062 | granite cobblestone paving | 656 | SQFT | 36.00 | 23,616.00 | ||||||
| S-063 | transplanting trees (crape myrtles & hollies) | 49 | EACH | 50.00 | 2,450.00 | ||||||
| S-064 | irrigation items | lump | LUMP | 12,000.00 | 12,000.00 | ||||||
| S-065 | relocate trailblazing signs | 1 | EACH | 12,000.00 | 12,000.00 | ||||||
| S-101 | removal of barrier railing | 226.65 | LNFT | 120.00 | 27,198.00 | ||||||
| S-102 | removal of concrete (deck, bents & curtain wall) | 86.52 | CUYD | 360.00 | 31,147.20 | ||||||
| S-103 | mechanical butt splice | 46 | EACH | 185.00 | 8,510.00 | ||||||
| S-104 | curtain wall design treatment | lump | LUMP | 48,000.00 | 48,000.00 | ||||||
| S-105 | deck drainage systems | lump | LUMP | 38,000.00 | 38,000.00 | ||||||
| CONTRACTOR TOTAL | 1,962,517.89 | ||||||||||