| |||
| DBE GOAL FED | |||
| Lead Project: 210-01-0011 | |||
| Parish: ACADIA | |||
| Routes: LA 91 | |||
| Description: EGAN JCT. LOCAL RD. - N. JCT. LA 98 | |||
| Type Const:
cold planing asphaltic concrete, pavement patching, subgrade treatment, in-place cement stabilized base course, superpave asphaltic concrete overlay, and related work. | |||
| Estimated Construction Cost: $6,342,920.05 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 08815 | W. E. MCDONALD & SON, LLC. | $3,848,938.92 |
| 2 | 04089 | H & S CONSTRUCTION CO., INC. | $4,025,402.81 |
| 3 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $4,222,279.39 |
| 4 | 34356 | PRAIRIE CONTRACTORS INC. | $4,299,272.91 |
| 5 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $4,496,843.55 |
| 6 | 13086 | M. MATT DURAND, LLC | $4,976,865.38 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - W. E. MCDONALD & SON, LLC. |
- 2 - H & S CONSTRUCTION CO., INC. |
- 3 - DIAMOND B CONSTRUCTION CO., L.L.C. |
- 4 - PRAIRIE CONTRACTORS INC. |
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 202-02-B | removal of concrete box culverts | 2 | EACH | 1,100.00 | 2,200.00 | 1,080.00 | 2,160.00 | 1,200.00 | 2,400.00 | 1,200.00 | 2,400.00 |
| 202-02-D | removal of concrete walks & drives | 104 | SQYD | 9.00 | 936.00 | 6.48 | 673.92 | 6.50 | 676.00 | 10.00 | 1,040.00 |
| 202-02-E | removal of concrete curbs | 200.0 | LNFT | 8.00 | 1,600.00 | 3.08 | 616.00 | 3.10 | 620.00 | 10.00 | 2,000.00 |
| 202-02-I | removal of existing cross drain pipe (24" equiv. cmpa) | 36.0 | LNFT | 10.00 | 360.00 | 32.40 | 1,166.40 | 32.00 | 1,152.00 | 12.00 | 432.00 |
| 202-02-J | removal of existing cross drain pipe (36" rcp) | 29.0 | LNFT | 10.00 | 290.00 | 36.72 | 1,064.88 | 35.00 | 1,015.00 | 12.00 | 348.00 |
| 202-02-K | removal of existing inlet | 2 | EACH | 500.00 | 1,000.00 | 270.00 | 540.00 | 265.00 | 530.00 | 500.00 | 1,000.00 |
| 203-05 | excavation and embankment | lump | LUMP | 7,500.00 | 7,500.00 | 3,300.00 | 3,300.00 | 20,000.00 | 20,000.00 | 15,000.00 | 15,000.00 |
| 203-07 | borrow (vehicular measurement) | 652 | CUYD | 10.00 | 6,520.00 | 12.00 | 7,824.00 | 24.00 | 15,648.00 | 12.00 | 7,824.00 |
| 203-07-A | borrow (vehicular meas.)(selected soils) | 1,550 | CUYD | 10.00 | 15,500.00 | 11.00 | 17,050.00 | 24.00 | 37,200.00 | 10.00 | 15,500.00 |
| 204-02 | temporary hay or straw bales | 28 | EACH | 10.00 | 280.00 | 17.00 | 476.00 | 6.50 | 182.00 | 20.00 | 560.00 |
| 204-05-A | temporary sediment check dams (hay) | 38 | EACH | 250.00 | 9,500.00 | 150.00 | 5,700.00 | 160.00 | 6,080.00 | 200.00 | 7,600.00 |
| 303-01-B | in-place cement stabilized base course (8 1/2" thick) | 107,223 | SQYD | 6.10 | 654,060.30 | 5.24 | 561,848.52 | 7.35 | 788,089.05 | 7.00 | 750,561.00 |
| 303-02 | removal of existing patches | 400 | SQYD | 15.00 | 6,000.00 | 15.00 | 6,000.00 | 16.00 | 6,400.00 | 20.00 | 8,000.00 |
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
2,842 | CUYD | 0.01 | 28.42 | 18.00 | 51,156.00 | 67.00 | 190,414.00 | 25.50 | 72,471.00 |
| 502-01 | superpave asphaltic concrete | 21,181.4 | TON | 90.50 | 1,916,916.70 | 95.00 | 2,012,233.00 | 83.00 | 1,758,056.20 | 96.00 | 2,033,414.40 |
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
2,592.3 | TON | 127.00 | 329,222.10 | 125.00 | 324,037.50 | 145.00 | 375,883.50 | 127.00 | 329,222.10 |
| 509-01 | cold planing asphaltic pavement | 94,479 | SQYD | 1.38 | 130,381.02 | 1.15 | 108,650.85 | 1.75 | 165,338.25 | 1.60 | 151,166.40 |
| 509-02 | contractor retained reclaimed asphaltic pavement | - 4,470 | CUYD | 0.01 | - 44.70 | 0.01 | - 44.70 | 0.10 | - 447.00 | 0.01 | - 44.70 |
| 510-01-C | pavement patching (10" minimum thickness) | 116 | SQYD | 120.00 | 13,920.00 | 108.00 | 12,528.00 | 125.00 | 14,500.00 | 120.00 | 13,920.00 |
| 510-01-D | pavement patching (15" minimum thickness) | 250 | SQYD | 160.00 | 40,000.00 | 140.00 | 35,000.00 | 135.00 | 33,750.00 | 165.00 | 41,250.00 |
| 701-01-M | cross drain pipe (36" rcp) | 96 | LNFT | 104.00 | 9,984.00 | 233.28 | 22,394.88 | 220.00 | 21,120.00 | 120.00 | 11,520.00 |
| 701-02-D | cross drain pipe arch (24" equiv. rcpa) | 40 | LNFT | 76.00 | 3,040.00 | 352.08 | 14,083.20 | 330.00 | 13,200.00 | 85.00 | 3,400.00 |
| 701-02-F | cross drain pipe arch (36" equiv. rcpa) | 32 | LNFT | 106.00 | 3,392.00 | 408.24 | 13,063.68 | 385.00 | 12,320.00 | 120.00 | 3,840.00 |
| 701-10-G | reinforced concrete pipe (extension)(18") | 8 | LNFT | 60.00 | 480.00 | 402.84 | 3,222.72 | 385.00 | 3,080.00 | 70.00 | 560.00 |
| 701-10-I | reinforced concrete pipe (extension)(24") | 8 | LNFT | 81.00 | 648.00 | 459.00 | 3,672.00 | 450.00 | 3,600.00 | 90.00 | 720.00 |
| 701-10-M | reinforced concrete pipe (extension)(36") | 8 | LNFT | 99.00 | 792.00 | 496.80 | 3,974.40 | 500.00 | 4,000.00 | 110.00 | 880.00 |
| 701-15 | concrete collar | 4 | EACH | 450.00 | 1,800.00 | 567.00 | 2,268.00 | 550.00 | 2,200.00 | 500.00 | 2,000.00 |
| 702-03-C | catch basins (cb-06) | 6 | EACH | 4,850.00 | 29,100.00 | 3,402.00 | 20,412.00 | 3,250.00 | 19,500.00 | 6,000.00 | 36,000.00 |
| 702-04-D | adjusting water valves | 9 | EACH | 225.00 | 2,025.00 | 150.00 | 1,350.00 | 1,200.00 | 10,800.00 | 250.00 | 2,250.00 |
| 706-02-C | concrete drive (6" thick) | 60.0 | SQYD | 57.00 | 3,420.00 | 88.56 | 5,313.60 | 85.00 | 5,100.00 | 70.00 | 4,200.00 |
| 707-01 | concrete curb | 200.0 | LNFT | 12.50 | 2,500.00 | 38.88 | 7,776.00 | 38.00 | 7,600.00 | 15.00 | 3,000.00 |
| 712-02 | sacked concrete revetment | 20 | SQYD | 69.00 | 1,380.00 | 70.20 | 1,404.00 | 68.00 | 1,360.00 | 80.00 | 1,600.00 |
| 713-01 | temporary signs & barricades | lump | LUMP | 10,000.00 | 10,000.00 | 80,000.00 | 80,000.00 | 20,000.00 | 20,000.00 | 100,000.00 | 100,000.00 |
| 713-02-B | temporary pavement markings (6" width) | 488 | LNFT | 0.20 | 97.60 | 0.81 | 395.28 | 0.21 | 102.48 | 0.01 | 4.88 |
| 713-02-C | temporary pavement markings (8" width) | 824 | LNFT | 0.30 | 247.20 | 0.92 | 758.08 | 0.32 | 263.68 | 0.01 | 8.24 |
| 713-02-E | temporary pavement markings (24" width) | 344 | LNFT | 0.50 | 172.00 | 2.16 | 743.04 | 0.52 | 178.88 | 0.01 | 3.44 |
| 713-03-A | temporary pavement markings (broken line)(4" width)(4' length) |
14.707 | MILE | 400.00 | 5,882.80 | 450.00 | 6,618.15 | 150.00 | 2,206.05 | 400.00 | 5,882.80 |
| 713-03-B | temporary pavement markings (broken line)(4" width) (10' length) |
9.266 | MILE | 295.00 | 2,733.47 | 486.00 | 4,503.28 | 200.00 | 1,853.20 | 0.01 | 0.09 |
| 713-04-A | temporary pavement markings (solid line)(4" width) | 48.317 | MILE | 410.00 | 19,809.97 | 799.20 | 38,614.95 | 200.00 | 9,663.40 | 0.01 | 0.48 |
| 713-05-A | temporary pavement legends and symbols (arrow) | 22 | EACH | 25.00 | 550.00 | 108.00 | 2,376.00 | 26.00 | 572.00 | 0.01 | 0.22 |
| 713-05-C | temporary pavement legends and symbols (only) | 6 | EACH | 50.00 | 300.00 | 108.00 | 648.00 | 52.00 | 312.00 | 0.01 | 0.06 |
| 722-02 | project site laboratory (equipped) | 1 | EACH | 6,000.00 | 6,000.00 | 9,200.00 | 9,200.00 | 10,000.00 | 10,000.00 | 6,000.00 | 6,000.00 |
| 726-01 | bedding material | 50.0 | CUYD | 87.00 | 4,350.00 | 35.00 | 1,750.00 | 34.00 | 1,700.00 | 100.00 | 5,000.00 |
| 727-01 | mobilization | lump | LUMP | 83,000.00 | 83,000.00 | 100,000.00 | 100,000.00 | 132,500.00 | 132,500.00 | 100,000.00 | 100,000.00 |
| 729-16-B | object marker assembly (type 2) | 27 | EACH | 85.00 | 2,295.00 | 54.00 | 1,458.00 | 52.00 | 1,404.00 | 60.00 | 1,620.00 |
| 731-02 | reflectorized raised pavement markers | 979 | EACH | 5.10 | 4,992.90 | 5.94 | 5,815.26 | 5.50 | 5,384.50 | 6.00 | 5,874.00 |
| 732-01-B | plastic pavement striping (6" width) | 244 | LNFT | 0.70 | 170.80 | 0.97 | 236.68 | 0.75 | 183.00 | 1.00 | 244.00 |
| 732-01-C | plastic pavement striping (8" width) | 412 | LNFT | 0.90 | 370.80 | 1.46 | 601.52 | 0.95 | 391.40 | 1.00 | 412.00 |
| 732-01-E | plastic pavement striping (24" width) | 172 | LNFT | 3.50 | 602.00 | 4.86 | 835.92 | 3.75 | 645.00 | 5.00 | 860.00 |
| 732-02-A | plastic pavement striping (solid line) (4" width) | 24.158 | MILE | 2,610.00 | 63,052.38 | 2,430.00 | 58,703.94 | 2,750.00 | 66,434.50 | 2,700.00 | 65,226.60 |
| 732-03-A | plastic pavement striping (broken line)(4" width) | 4.633 | MILE | 690.00 | 3,196.77 | 864.00 | 4,002.91 | 700.00 | 3,243.10 | 800.00 | 3,706.40 |
| 732-04-A | plastic pavement legends & symbols (arrow) | 11 | EACH | 190.00 | 2,090.00 | 210.60 | 2,316.60 | 200.00 | 2,200.00 | 250.00 | 2,750.00 |
| 732-04-C | plastic pavement legends & symbols (only) | 3 | EACH | 200.00 | 600.00 | 210.60 | 631.80 | 230.00 | 690.00 | 250.00 | 750.00 |
| 732-05 | removal of existing markings | 0.019 | MILE | 2,500.00 | 47.50 | 7,020.00 | 133.38 | 2,650.00 | 50.35 | 3,000.00 | 57.00 |
| 735-01 | mailboxes | 62 | EACH | 1.00 | 62.00 | 1.08 | 66.96 | 1.00 | 62.00 | 2.00 | 124.00 |
| 735-02 | mailbox supports (single) | 69 | EACH | 119.00 | 8,211.00 | 108.00 | 7,452.00 | 110.00 | 7,590.00 | 125.00 | 8,625.00 |
| 735-03 | mailbox supports (double) | 4 | EACH | 175.00 | 700.00 | 172.80 | 691.20 | 165.00 | 660.00 | 200.00 | 800.00 |
| 735-04 | mailbox supports (multiple) | 1 | EACH | 325.00 | 325.00 | 270.00 | 270.00 | 255.00 | 255.00 | 300.00 | 300.00 |
| 740-01 | construction layout | lump | LUMP | 12,000.00 | 12,000.00 | 12,500.00 | 12,500.00 | 32,000.00 | 32,000.00 | 100.00 | 100.00 |
| 805-01-A | class a concrete (pipe headwalls) | 11.64 | CUYD | 950.00 | 11,058.00 | 1,242.00 | 14,456.88 | 1,250.00 | 14,550.00 | 1,100.00 | 12,804.00 |
| 806-01 | deformed reinforcing steel | 662 | LB | 2.25 | 1,489.50 | 3.00 | 1,986.00 | 1.05 | 695.10 | 2.50 | 1,655.00 |
| S-001 | cement treatment (10" thick) | 88,241 | SQYD | 4.60 | 405,908.60 | 4.65 | 410,320.65 | 4.25 | 375,024.25 | 5.00 | 441,205.00 |
| S-002 | full depth sawcutting of existing portland cement concrete drives |
2,207 | INFT | 1.75 | 3,862.25 | 1.24 | 2,736.68 | 2.50 | 5,517.50 | 2.50 | 5,517.50 |
| S-003 | cleaning curb gutters | 3,054 | LNFT | 0.01 | 30.54 | 1.20 | 3,664.80 | 1.50 | 4,581.00 | 2.00 | 6,108.00 |
| CONTRACTOR TOTAL | 3,848,938.92 | 4,025,402.81 | 4,222,279.39 | 4,299,272.91 | |||||||
| Item Number | Item Description | Quantity | Unit of Measure | - 5 - GILCHRIST CONSTRUCTION CO. LLC |
- 6 - M. MATT DURAND, LLC |
|
|
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|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 202-02-B | removal of concrete box culverts | 2 | EACH | 6,000.00 | 12,000.00 | 4,830.00 | 9,660.00 | ||||
| 202-02-D | removal of concrete walks & drives | 104 | SQYD | 30.00 | 3,120.00 | 23.00 | 2,392.00 | ||||
| 202-02-E | removal of concrete curbs | 200.0 | LNFT | 18.00 | 3,600.00 | 6.00 | 1,200.00 | ||||
| 202-02-I | removal of existing cross drain pipe (24" equiv. cmpa) | 36.0 | LNFT | 35.00 | 1,260.00 | 43.00 | 1,548.00 | ||||
| 202-02-J | removal of existing cross drain pipe (36" rcp) | 29.0 | LNFT | 35.00 | 1,015.00 | 43.00 | 1,247.00 | ||||
| 202-02-K | removal of existing inlet | 2 | EACH | 800.00 | 1,600.00 | 500.00 | 1,000.00 | ||||
| 203-05 | excavation and embankment | lump | LUMP | 15,000.00 | 15,000.00 | 65,000.00 | 65,000.00 | ||||
| 203-07 | borrow (vehicular measurement) | 652 | CUYD | 28.00 | 18,256.00 | 23.00 | 14,996.00 | ||||
| 203-07-A | borrow (vehicular meas.)(selected soils) | 1,550 | CUYD | 28.00 | 43,400.00 | 24.00 | 37,200.00 | ||||
| 204-02 | temporary hay or straw bales | 28 | EACH | 25.00 | 700.00 | 60.00 | 1,680.00 | ||||
| 204-05-A | temporary sediment check dams (hay) | 38 | EACH | 235.00 | 8,930.00 | 250.00 | 9,500.00 | ||||
| 303-01-B | in-place cement stabilized base course (8 1/2" thick) | 107,223 | SQYD | 7.00 | 750,561.00 | 7.80 | 836,339.40 | ||||
| 303-02 | removal of existing patches | 400 | SQYD | 5.00 | 2,000.00 | 18.00 | 7,200.00 | ||||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
2,842 | CUYD | 50.00 | 142,100.00 | 40.00 | 113,680.00 | ||||
| 502-01 | superpave asphaltic concrete | 21,181.4 | TON | 90.00 | 1,906,326.00 | 104.00 | 2,202,865.60 | ||||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
2,592.3 | TON | 145.00 | 375,883.50 | 130.00 | 336,999.00 | ||||
| 509-01 | cold planing asphaltic pavement | 94,479 | SQYD | 1.50 | 141,718.50 | 2.00 | 188,958.00 | ||||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 4,470 | CUYD | 0.80 | - 3,576.00 | 0.50 | - 2,235.00 | ||||
| 510-01-C | pavement patching (10" minimum thickness) | 116 | SQYD | 125.00 | 14,500.00 | 94.00 | 10,904.00 | ||||
| 510-01-D | pavement patching (15" minimum thickness) | 250 | SQYD | 135.00 | 33,750.00 | 142.50 | 35,625.00 | ||||
| 701-01-M | cross drain pipe (36" rcp) | 96 | LNFT | 155.00 | 14,880.00 | 167.00 | 16,032.00 | ||||
| 701-02-D | cross drain pipe arch (24" equiv. rcpa) | 40 | LNFT | 140.00 | 5,600.00 | 154.00 | 6,160.00 | ||||
| 701-02-F | cross drain pipe arch (36" equiv. rcpa) | 32 | LNFT | 175.00 | 5,600.00 | 185.00 | 5,920.00 | ||||
| 701-10-G | reinforced concrete pipe (extension)(18") | 8 | LNFT | 200.00 | 1,600.00 | 184.00 | 1,472.00 | ||||
| 701-10-I | reinforced concrete pipe (extension)(24") | 8 | LNFT | 225.00 | 1,800.00 | 198.00 | 1,584.00 | ||||
| 701-10-M | reinforced concrete pipe (extension)(36") | 8 | LNFT | 270.00 | 2,160.00 | 240.00 | 1,920.00 | ||||
| 701-15 | concrete collar | 4 | EACH | 1,200.00 | 4,800.00 | 1,100.00 | 4,400.00 | ||||
| 702-03-C | catch basins (cb-06) | 6 | EACH | 3,800.00 | 22,800.00 | 3,600.00 | 21,600.00 | ||||
| 702-04-D | adjusting water valves | 9 | EACH | 300.00 | 2,700.00 | 227.00 | 2,043.00 | ||||
| 706-02-C | concrete drive (6" thick) | 60.0 | SQYD | 92.00 | 5,520.00 | 92.00 | 5,520.00 | ||||
| 707-01 | concrete curb | 200.0 | LNFT | 50.00 | 10,000.00 | 30.00 | 6,000.00 | ||||
| 712-02 | sacked concrete revetment | 20 | SQYD | 78.00 | 1,560.00 | 120.00 | 2,400.00 | ||||
| 713-01 | temporary signs & barricades | lump | LUMP | 20,000.00 | 20,000.00 | 85,000.00 | 85,000.00 | ||||
| 713-02-B | temporary pavement markings (6" width) | 488 | LNFT | 0.25 | 122.00 | 0.24 | 117.12 | ||||
| 713-02-C | temporary pavement markings (8" width) | 824 | LNFT | 0.35 | 288.40 | 0.36 | 296.64 | ||||
| 713-02-E | temporary pavement markings (24" width) | 344 | LNFT | 0.55 | 189.20 | 0.60 | 206.40 | ||||
| 713-03-A | temporary pavement markings (broken line)(4" width)(4' length) |
14.707 | MILE | 350.00 | 5,147.45 | 601.00 | 8,838.91 | ||||
| 713-03-B | temporary pavement markings (broken line)(4" width) (10' length) |
9.266 | MILE | 350.00 | 3,243.10 | 355.00 | 3,289.43 | ||||
| 713-04-A | temporary pavement markings (solid line)(4" width) | 48.317 | MILE | 200.00 | 9,663.40 | 493.00 | 23,820.28 | ||||
| 713-05-A | temporary pavement legends and symbols (arrow) | 22 | EACH | 30.00 | 660.00 | 30.00 | 660.00 | ||||
| 713-05-C | temporary pavement legends and symbols (only) | 6 | EACH | 50.00 | 300.00 | 60.00 | 360.00 | ||||
| 722-02 | project site laboratory (equipped) | 1 | EACH | 12,000.00 | 12,000.00 | 16,000.00 | 16,000.00 | ||||
| 726-01 | bedding material | 50.0 | CUYD | 100.00 | 5,000.00 | 98.00 | 4,900.00 | ||||
| 727-01 | mobilization | lump | LUMP | 375,000.00 | 375,000.00 | 155,000.00 | 155,000.00 | ||||
| 729-16-B | object marker assembly (type 2) | 27 | EACH | 58.00 | 1,566.00 | 59.00 | 1,593.00 | ||||
| 731-02 | reflectorized raised pavement markers | 979 | EACH | 5.90 | 5,776.10 | 6.25 | 6,118.75 | ||||
| 732-01-B | plastic pavement striping (6" width) | 244 | LNFT | 0.85 | 207.40 | 1.00 | 244.00 | ||||
| 732-01-C | plastic pavement striping (8" width) | 412 | LNFT | 1.00 | 412.00 | 1.10 | 453.20 | ||||
| 732-01-E | plastic pavement striping (24" width) | 172 | LNFT | 4.00 | 688.00 | 4.20 | 722.40 | ||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 24.158 | MILE | 3,000.00 | 72,474.00 | 3,200.00 | 77,305.60 | ||||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 4.633 | MILE | 750.00 | 3,474.75 | 850.00 | 3,938.05 | ||||
| 732-04-A | plastic pavement legends & symbols (arrow) | 11 | EACH | 200.00 | 2,200.00 | 229.00 | 2,519.00 | ||||
| 732-04-C | plastic pavement legends & symbols (only) | 3 | EACH | 250.00 | 750.00 | 265.00 | 795.00 | ||||
| 732-05 | removal of existing markings | 0.019 | MILE | 3,000.00 | 57.00 | 3,200.00 | 60.80 | ||||
| 735-01 | mailboxes | 62 | EACH | 10.00 | 620.00 | 15.00 | 930.00 | ||||
| 735-02 | mailbox supports (single) | 69 | EACH | 115.00 | 7,935.00 | 120.00 | 8,280.00 | ||||
| 735-03 | mailbox supports (double) | 4 | EACH | 185.00 | 740.00 | 240.00 | 960.00 | ||||
| 735-04 | mailbox supports (multiple) | 1 | EACH | 285.00 | 285.00 | 300.00 | 300.00 | ||||
| 740-01 | construction layout | lump | LUMP | 25,000.00 | 25,000.00 | 55,000.00 | 55,000.00 | ||||
| 805-01-A | class a concrete (pipe headwalls) | 11.64 | CUYD | 2,000.00 | 23,280.00 | 1,000.00 | 11,640.00 | ||||
| 806-01 | deformed reinforcing steel | 662 | LB | 1.00 | 662.00 | 3.60 | 2,383.20 | ||||
| S-001 | cement treatment (10" thick) | 88,241 | SQYD | 4.00 | 352,964.00 | 6.20 | 547,094.20 | ||||
| S-002 | full depth sawcutting of existing portland cement concrete drives |
2,207 | INFT | 1.25 | 2,758.75 | 1.20 | 2,648.40 | ||||
| S-003 | cleaning curb gutters | 3,054 | LNFT | 4.00 | 12,216.00 | 1.50 | 4,581.00 | ||||
| CONTRACTOR TOTAL | 4,496,843.55 | 4,976,865.38 | |||||||||