| |||
| DBE GOAL FED | |||
| Lead Project: 007-90-0004 | |||
| Parish: E BATON ROUGE | |||
| Routes: US 61 | |||
| Description: AIRLINE HIGHWAY WIDENING (JEFFERSON HWY. TO FLORIDA BLVD.) | |||
| Type Const:
grading, drainage structures, class ii base course, cold pla ning asphaltic pavement, superpave asphaltic concrete, signa lization and related work. | |||
| Rank | License | Bidder | Amount |
|---|---|---|---|
| 1 | 00046 | BARBER BROS. CONTRACTING CO., L.L.C | $13,283,158.30 |
| 2 | 00481 | COASTAL BRIDGE CO., L.L.C. | $13,417,664.41 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - BARBER BROS. CONTRACTING CO., L.L.C |
- 2 - COASTAL BRIDGE CO., L.L.C. |
|
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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 | 122,000.00 | 122,000.00 | 400,000.00 | 400,000.00 | ||||
| 202-01 | removal of structures & obstructions | lump | LUMP | 100,000.00 | 100,000.00 | 75,000.00 | 75,000.00 | ||||
| 202-02-C | removal of pcc pavement | 58 | SQYD | 100.00 | 5,800.00 | 50.00 | 2,900.00 | ||||
| 202-02-D | removal of concrete walks & drives | 7,569 | SQYD | 50.00 | 378,450.00 | 12.00 | 90,828.00 | ||||
| 202-02-E | removal of concrete curbs | 5,050.9 | LNFT | 15.00 | 75,763.50 | 10.00 | 50,509.00 | ||||
| 202-02-G | removal of surfacing & stabilized base | 28,361.0 | SQYD | 12.00 | 340,332.00 | 36.50 | 1,035,176.50 | ||||
| 202-02-H | removal of guard rail | 340 | LNFT | 10.00 | 3,400.00 | 15.00 | 5,100.00 | ||||
| 202-02-I | removal of signal equipment and related items | lump | LUMP | 15,000.00 | 15,000.00 | 8,000.00 | 8,000.00 | ||||
| 202-02-J | removal of concrete headwalls (various sizes) | 9 | EACH | 2,000.00 | 18,000.00 | 1,000.00 | 9,000.00 | ||||
| 203-01 | general excavation | 25,507 | CUYD | 12.00 | 306,084.00 | 13.00 | 331,591.00 | ||||
| 203-03 | muck excavation | 299 | CUYD | 20.00 | 5,980.00 | 15.00 | 4,485.00 | ||||
| 203-04 | embankment | 9,810 | CUYD | 20.00 | 196,200.00 | 17.00 | 166,770.00 | ||||
| 204-05-A | temporary sediment check dams (hay) | 16 | EACH | 350.00 | 5,600.00 | 105.00 | 1,680.00 | ||||
| 204-06 | temporary silt fencing | 23,905 | LNFT | 2.50 | 59,762.50 | 1.55 | 37,052.75 | ||||
| 302-02-E | class ii base course (8" thick) | 43,448.1 | SQYD | 25.00 | 1,086,202.50 | 30.00 | 1,303,443.00 | ||||
| 302-02-F | class ii base course (13" thick) | 16,129.7 | SQYD | 36.00 | 580,669.20 | 35.00 | 564,539.50 | ||||
| 304-01 | lime | 15.63 | TON | 150.00 | 2,344.50 | 1,000.00 | 15,630.00 | ||||
| 304-04-D | lime treatment (type d, slurry) (12" thick) | 29,760 | SQYD | 2.50 | 74,400.00 | 1.00 | 29,760.00 | ||||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 800.0 | CUYD | 150.00 | 120,000.00 | 70.00 | 56,000.00 | ||||
| 502-01 | superpave asphaltic concrete | 35,844.9 | TON | 60.00 | 2,150,694.00 | 68.00 | 2,437,453.20 | ||||
| 502-01-A | superpave asphaltic concrete, paved drives and turnouts |
1,729.8 | TON | 100.00 | 172,980.00 | 100.00 | 172,980.00 | ||||
| 509-01 | cold planing asphaltic pavement | 85,333 | SQYD | 3.00 | 255,999.00 | 3.10 | 264,532.30 | ||||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 4,741 | CUYD | FREE | FREE | 10.00 | - 47,410.00 | ||||
| 601-01-G | portland cement concrete pavement(8" thick) | 58 | SQYD | 100.00 | 5,800.00 | 85.00 | 4,930.00 | ||||
| 701-03-I | storm drain pipe (24") | 55 | LNFT | 65.00 | 3,575.00 | 55.00 | 3,025.00 | ||||
| 701-03-K | storm drain pipe (30" rcp/pcp) | 87 | LNFT | 90.00 | 7,830.00 | 79.00 | 6,873.00 | ||||
| 701-03-M | storm drain pipe (36" rcp/pcp) | 1,124 | LNFT | 60.00 | 67,440.00 | 50.00 | 56,200.00 | ||||
| 701-03-N | storm drain pipe (42") | 20 | LNFT | 120.00 | 2,400.00 | 100.00 | 2,000.00 | ||||
| 701-04-G | storm drain pipe arch (42" equivalent) | 870 | LNFT | 150.00 | 130,500.00 | 135.00 | 117,450.00 | ||||
| 701-05-G | side drain pipe (18") | 184 | LNFT | 60.00 | 11,040.00 | 45.00 | 8,280.00 | ||||
| 701-10-I | reinforced concrete pipe (extension)(24") | 52 | LNFT | 200.00 | 10,400.00 | 125.00 | 6,500.00 | ||||
| 701-10-K | reinforced concrete pipe (extension)(30") | 20 | LNFT | 250.00 | 5,000.00 | 150.00 | 3,000.00 | ||||
| 701-15 | concrete collar | 7 | EACH | 600.00 | 4,200.00 | 500.00 | 3,500.00 | ||||
| 702-02-C | r-cb-11 modified | 10 | EACH | 7,500.00 | 75,000.00 | 7,000.00 | 70,000.00 | ||||
| 702-03-A | catch basins (cb-01) | 5 | EACH | 3,500.00 | 17,500.00 | 3,000.00 | 15,000.00 | ||||
| 702-04-A | adjusting manholes | 1 | EACH | 1,500.00 | 1,500.00 | 1,000.00 | 1,000.00 | ||||
| 702-04-B | adjusting catch basins | 1 | EACH | 2,500.00 | 2,500.00 | 2,000.00 | 2,000.00 | ||||
| 702-07-A | cross drain safety end (type 1) | 3 | EACH | 4,500.00 | 13,500.00 | 3,700.00 | 11,100.00 | ||||
| 702-08-A | side drain safety end (type 1) | 41 | EACH | 2,400.00 | 98,400.00 | 1,800.00 | 73,800.00 | ||||
| 704-01-C | guard rail (double thrie beam)(3'-1 1/2" post spacing) | 116.7 | LNFT | 60.00 | 7,002.00 | 45.00 | 5,251.50 | ||||
| 704-03 | blocked out guard rail | 75.8 | LNFT | 35.00 | 2,653.00 | 18.00 | 1,364.40 | ||||
| 704-06-A | guard rail anchor sections (trailing end)(single thrie beam) |
25.0 | LNFT | 100.00 | 2,500.00 | 75.00 | 1,875.00 | ||||
| 704-11-A | guard rail end treatment (flared) | 4 | EACH | 2,500.00 | 10,000.00 | 2,600.00 | 10,400.00 | ||||
| 706-02-C | concrete drive (6" thick) | 4,153.3 | SQYD | 65.00 | 269,964.50 | 60.00 | 249,198.00 | ||||
| 706-03-A | incidental concrete paving (4" thick) | 551.8 | SQYD | 60.00 | 33,108.00 | 45.00 | 24,831.00 | ||||
| 707-03 | combination concrete curb & gutter | 10,234.0 | LNFT | 42.00 | 429,828.00 | 35.00 | 358,190.00 | ||||
| 712-02 | sacked concrete revetment | 74 | SQYD | 100.00 | 7,400.00 | 75.00 | 5,550.00 | ||||
| 713-01 | temporary signs & barricades | lump | LUMP | 500,000.00 | 500,000.00 | 120,000.00 | 120,000.00 | ||||
| 713-04-B | temporary pavement markings (broken line)(4" width) (10' length) |
9.940 | MILE | 350.00 | 3,479.00 | 800.00 | 7,952.00 | ||||
| 713-05-A | temporary pavement markings (solid line)(4" width) | 15.108 | MILE | 600.00 | 9,064.80 | 495.00 | 7,478.46 | ||||
| 713-05-C | temporary pavement markings (solid line)(8" width) | 1.470 | MILE | 2,500.00 | 3,675.00 | 995.00 | 1,462.65 | ||||
| 713-06-A | temporary pavement legends and symbols (arrow) | 41 | EACH | 60.00 | 2,460.00 | 50.00 | 2,050.00 | ||||
| 713-06-C | temporary pavement legends and symbols (only) | 41 | EACH | 200.00 | 8,200.00 | 50.00 | 2,050.00 | ||||
| 717-01 | seeding | 253 | LB | 12.00 | 3,036.00 | 7.50 | 1,897.50 | ||||
| 718-01 | fertilizer | 10,116 | LB | 0.50 | 5,058.00 | 0.25 | 2,529.00 | ||||
| 719-01-A | plants ('drake' elm (ulmus parvifolia))(20/25 gallon) | 17 | EACH | 300.00 | 5,100.00 | 250.00 | 4,250.00 | ||||
| 719-01-B | plants (elaegnus (elaegnus pungens))(3 gallon) | 99 | EACH | 30.00 | 2,970.00 | 25.00 | 2,475.00 | ||||
| 719-01-C | plants (crepe myrtle 'natchez'(lagerstroemia indica)) (30 gallon) |
40 | EACH | 220.00 | 8,800.00 | 180.00 | 7,200.00 | ||||
| 719-01-D | plants (bald cypress(taxodium distichum))(30 gallon) | 49 | EACH | 260.00 | 12,740.00 | 225.00 | 11,025.00 | ||||
| 719-02 | top dressing mulch (6" depth) | 1,419 | SQYD | 7.50 | 10,642.50 | 6.00 | 8,514.00 | ||||
| 720-01-C | erosion control system, flexible channel liner (type c) | 37 | SQYD | 10.00 | 370.00 | 5.00 | 185.00 | ||||
| 720-01-D | erosion control system, flexible channel liner (type d) | 28 | SQYD | 10.00 | 280.00 | 5.00 | 140.00 | ||||
| 724-01-B | pavement patching (12" minimum thickness) | 1,000 | SQYD | 100.00 | 100,000.00 | 90.00 | 90,000.00 | ||||
| 726-01 | bedding material | 385.5 | CUYD | 40.00 | 15,420.00 | 30.00 | 11,565.00 | ||||
| 727-01 | mobilization | lump | LUMP | 1,000,000.00 | 1,000,000.00 | 1,200,000.00 | 1,200,000.00 | ||||
| 729-01 | sign (type a) | 319.0 | SQFT | 35.00 | 11,165.00 | 35.00 | 11,165.00 | ||||
| 729-06 | sign (overhead mounted) | 624.5 | SQFT | 65.00 | 40,592.50 | 40.00 | 24,980.00 | ||||
| 729-11 | mounting (overhead cantilever)(ground mounted) | 4 | EACH | 30,000.00 | 120,000.00 | 25,000.00 | 100,000.00 | ||||
| 729-16-C | object marker assembly (type 3) | 8 | EACH | 60.00 | 480.00 | 50.00 | 400.00 | ||||
| 729-20 | footings for overhead mountings (type) | 4 | EACH | 25,000.00 | 100,000.00 | 18,000.00 | 72,000.00 | ||||
| 729-21 | u-channel post | 10 | EACH | 65.00 | 650.00 | 60.00 | 600.00 | ||||
| 729-21-A | u-channel post(5') | 29 | EACH | 45.00 | 1,305.00 | 40.00 | 1,160.00 | ||||
| 730-15 | relocate light poles (20'-30', single arm) | 18 | EACH | 3,200.00 | 57,600.00 | 2,525.00 | 45,450.00 | ||||
| 731-02 | reflectorized raised pavement markers | 2,633 | EACH | 7.00 | 18,431.00 | 5.00 | 13,165.00 | ||||
| 732-01-E | plastic pavement striping (24" width) | 1,462 | LNFT | 3.50 | 5,117.00 | 2.75 | 4,020.50 | ||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 11.453 | MILE | 2,400.00 | 27,487.20 | 2,000.00 | 22,906.00 | ||||
| 732-02-C | plastic pavement striping (solid line) (8" width) | 1.469 | MILE | 12,000.00 | 17,628.00 | 6,000.00 | 8,814.00 | ||||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 9.943 | MILE | 1,200.00 | 11,931.60 | 700.00 | 6,960.10 | ||||
| 732-04-A | plastic pavement legends & symbols (arrow) | 81 | EACH | 200.00 | 16,200.00 | 150.00 | 12,150.00 | ||||
| 732-04-C | plastic pavement legends & symbols (only) | 81 | EACH | 300.00 | 24,300.00 | 175.00 | 14,175.00 | ||||
| 732-05 | removal of existing markings | 1.200 | MILE | 15,000.00 | 18,000.00 | 6,000.00 | 7,200.00 | ||||
| 736-01 | trenching and backfilling | 4,324 | LNFT | 3.50 | 15,134.00 | 3.50 | 15,134.00 | ||||
| 736-03-A | jacked or bored conduit (1" p.e.c. shedule 80) | 7,475 | LNFT | 12.00 | 89,700.00 | 8.00 | 59,800.00 | ||||
| 736-03-B | jacked or bored conduit (2" p.e.c. shedule 80) | 17,903 | LNFT | 12.50 | 223,787.50 | 8.50 | 152,175.50 | ||||
| 736-04 | signal support (35',galvanized steel strain pole, with luminaire) |
33 | EACH | 7,000.00 | 231,000.00 | 6,000.00 | 198,000.00 | ||||
| 736-04-B | signal support (40' galvanized steel strain pole with luminaire) |
1 | EACH | 8,000.00 | 8,000.00 | 10,500.00 | 10,500.00 | ||||
| 736-05-A | signal heads (3-section, r,y,g)(led) | 82 | EACH | 900.00 | 73,800.00 | 850.00 | 69,700.00 | ||||
| 736-05-B | signal heads (3-section, r,lty,ltg)(led) | 20 | EACH | 800.00 | 16,000.00 | 800.00 | 16,000.00 | ||||
| 736-05-C | signal heads (3-section, r,rty,rtg)(led) | 3 | EACH | 800.00 | 2,400.00 | 800.00 | 2,400.00 | ||||
| 736-05-D | signal heads (5-section, r,lty,y,ltg,g,)(led) | 2 | EACH | 1,500.00 | 3,000.00 | 1,200.00 | 2,400.00 | ||||
| 736-05-E | signal heads (5-section, r,rty,y,rtg,g)(led) | 5 | EACH | 1,500.00 | 7,500.00 | 1,200.00 | 6,000.00 | ||||
| 736-05-F | signal heads (3-section, r,y,g)(led)(optically programmed) |
2 | EACH | 3,500.00 | 7,000.00 | 2,625.00 | 5,250.00 | ||||
| 736-05-G | signal heads (4-section, r,y,ltg,g)(optically programmed) |
1 | EACH | 4,000.00 | 4,000.00 | 3,500.00 | 3,500.00 | ||||
| 736-06-A | signal service (pole mounted for controller and/or street lights) |
16 | EACH | 1,500.00 | 24,000.00 | 800.00 | 12,800.00 | ||||
| 736-06-B | signal service (pedestal mounted for controller) | 7 | EACH | 2,000.00 | 14,000.00 | 1,100.00 | 7,700.00 | ||||
| 736-08-A | signal controller (ts2 controller cabinet with nema ts-2,type 1 controller with ethernet port on new controller) |
8 | EACH | 22,000.00 | 176,000.00 | 18,500.00 | 148,000.00 | ||||
| 736-08-B | signal controller(ts2 controller cabinet with nema ts-2,type 1 controller w/ethernet port on exisitng controoler base |
2 | EACH | 25,000.00 | 50,000.00 | 17,500.00 | 35,000.00 | ||||
| 736-09 | loop detector | 2,935 | LNFT | 12.00 | 35,220.00 | 10.00 | 29,350.00 | ||||
| 736-10-A | junction box (type "e") | 58 | EACH | 400.00 | 23,200.00 | 375.00 | 21,750.00 | ||||
| 736-10-B | junction box (type "f") | 65 | EACH | 600.00 | 39,000.00 | 450.00 | 29,250.00 | ||||
| 736-10-C | junction box (type "h") | 8 | EACH | 900.00 | 7,200.00 | 850.00 | 6,800.00 | ||||
| 736-10-D | junction box (type "i") | 20 | EACH | 1,200.00 | 24,000.00 | 900.00 | 18,000.00 | ||||
| 736-10-E | junction box (type "j") | 10 | EACH | 1,400.00 | 14,000.00 | 1,200.00 | 12,000.00 | ||||
| 736-11-A | conduit (1/2" p.e.c. schedule 80) | 654 | LNFT | 5.00 | 3,270.00 | 5.00 | 3,270.00 | ||||
| 736-11-B | conduit (1" p.e.c. schedule 80) | 2,924 | LNFT | 4.00 | 11,696.00 | 2.00 | 5,848.00 | ||||
| 736-11-C | conduit (2" p.e.c. schedule 80) | 560 | LNFT | 5.00 | 2,800.00 | 4.00 | 2,240.00 | ||||
| 736-11-D | conduit (3" p.e.c. schedule 80) | 340 | LNFT | 7.00 | 2,380.00 | 6.00 | 2,040.00 | ||||
| 736-12-A | conductor (2c, loop lead-in) | 7,235 | LNFT | 2.00 | 14,470.00 | 1.25 | 9,043.75 | ||||
| 736-12-B | conductor (3c, power) | 1,802 | LNFT | 3.00 | 5,406.00 | 4.50 | 8,109.00 | ||||
| 736-12-C | conductor (3c, illuminated signs) | 545 | LNFT | 3.00 | 1,635.00 | 2.00 | 1,090.00 | ||||
| 736-12-D | conductor (3c, emergency preemtion) | 455 | LNFT | 3.00 | 1,365.00 | 2.50 | 1,137.50 | ||||
| 736-12-E | conductor (3c, luminaires) | 3,467 | LNFT | 5.00 | 17,335.00 | 4.50 | 15,601.50 | ||||
| 736-12-F | conductor (6c, signal) | 460 | LNFT | 4.00 | 1,840.00 | 2.00 | 920.00 | ||||
| 736-12-G | conductor (10c, signal) | 815 | LNFT | 4.00 | 3,260.00 | 2.50 | 2,037.50 | ||||
| 736-12-H | conductor (video) | 90 | LNFT | 6.00 | 540.00 | 4.00 | 360.00 | ||||
| 740-01 | construction layout | lump | LUMP | 150,000.00 | 150,000.00 | 155,000.00 | 155,000.00 | ||||
| 744-01 | traffic control management | lump | LUMP | 120,000.00 | 120,000.00 | 100,000.00 | 100,000.00 | ||||
| 805-01-B | class a concrete (box culvert headwalls) | 71.17 | CUYD | 1,000.00 | 71,170.00 | 900.00 | 64,053.00 | ||||
| 805-12-A | reinforced concrete box culverts (4'x 3') | 20.0 | LNFT | 600.00 | 12,000.00 | 500.00 | 10,000.00 | ||||
| 805-12-E | reinforced concrete box culverts (4'x 4') | 20.0 | LNFT | 800.00 | 16,000.00 | 550.00 | 11,000.00 | ||||
| 805-12-G | reinforced concrete box culverts (6'x 4') | 55.0 | LNFT | 1,000.00 | 55,000.00 | 600.00 | 33,000.00 | ||||
| 805-12-S | reinforced concrete box culverts (8'x 8') | 141.0 | LNFT | 1,200.00 | 169,200.00 | 950.00 | 133,950.00 | ||||
| 806-01 | deformed reinforcing steel | 5,716 | LB | 2.50 | 14,290.00 | 1.30 | 7,430.80 | ||||
| S-001 | emergency vehicle preemption detectors | 33 | EACH | 750.00 | 24,750.00 | 565.00 | 18,645.00 | ||||
| S-002 | emergency vehicle preemption phase selector | 11 | EACH | 4,000.00 | 44,000.00 | 3,325.00 | 36,575.00 | ||||
| S-003 | emergency vehicle preemption auxillary panel | 3 | EACH | 1,500.00 | 4,500.00 | 220.00 | 660.00 | ||||
| S-004 | internally illuminiated street name signs (18" x varies) |
32 | EACH | 2,400.00 | 76,800.00 | 1,730.00 | 55,360.00 | ||||
| S-005 | internally illuminiated street name signs (22" x varies) |
8 | EACH | 3,200.00 | 25,600.00 | 2,500.00 | 20,000.00 | ||||
| S-006 | conductor (fiber optic trunk cable 36 count single mode) |
19,925 | LNFT | 5.50 | 109,587.50 | 2.50 | 49,812.50 | ||||
| S-007 | conductor (fiber drop cable, 12 count single mode) | 900 | LNFT | 6.00 | 5,400.00 | 2.00 | 1,800.00 | ||||
| S-008 | sign ("buried fiber optics" 4" x 12") | 29 | EACH | 30.00 | 870.00 | 26.00 | 754.00 | ||||
| S-009 | splice closure | 11 | EACH | 2,000.00 | 22,000.00 | 1,800.00 | 19,800.00 | ||||
| S-010 | preterminated patch panel | 12 | EACH | 400.00 | 4,800.00 | 400.00 | 4,800.00 | ||||
| S-011 | patch cord | 18 | EACH | 60.00 | 1,080.00 | 300.00 | 5,400.00 | ||||
| S-012 | ethernet switch | 11 | EACH | 6,000.00 | 66,000.00 | 6,500.00 | 71,500.00 | ||||
| S-013 | video detection camera device and connection | 37 | EACH | 7,000.00 | 259,000.00 | 6,000.00 | 222,000.00 | ||||
| S-014 | video detection camera system | 9 | EACH | 3,000.00 | 27,000.00 | 3,000.00 | 27,000.00 | ||||
| S-015 | video surveillance camera | 3 | EACH | 12,000.00 | 36,000.00 | 10,000.00 | 30,000.00 | ||||
| S-016 | its 48 strand single mode cable | 18,620 | LNFT | 6.00 | 111,720.00 | 3.00 | 55,860.00 | ||||
| S-017 | strain pole extension | 2 | EACH | 2,000.00 | 4,000.00 | 1,500.00 | 3,000.00 | ||||
| S-018 | its 2" hdpe conduit - bored | 35,340 | LNFT | 12.00 | 424,080.00 | 11.00 | 388,740.00 | ||||
| S-019 | its underground handhole / pullbox | 17 | each | 2,000.00 | 34,000.00 | 2,000.00 | 34,000.00 | ||||
| S-020 | tie into existing florida blvd. system | lump | LUMP | 90,000.00 | 90,000.00 | 65,000.00 | 65,000.00 | ||||
| S-021 | tie into existing i-12 system | lump | LUMP | 220,000.00 | 220,000.00 | 95,000.00 | 95,000.00 | ||||
| S-026 | system integration and testing | lump | lump | 30,000.00 | 30,000.00 | 11,000.00 | 11,000.00 | ||||
| S-027 | encoder/decoder system | lump | lump | 40,000.00 | 40,000.00 | 31,000.00 | 31,000.00 | ||||
| S-028 | spare parts, tools, test equipment, documentation and burn in |
lump | lump | 35,000.00 | 35,000.00 | 45,000.00 | 45,000.00 | ||||
| S-040 | cb-opntop | 1 | each | 6,000.00 | 6,000.00 | 5,000.00 | 5,000.00 | ||||
| S-041 | cb-opntop2 | 1 | each | 8,000.00 | 8,000.00 | 5,500.00 | 5,500.00 | ||||
| S-042 | cleaning existing ditches | 1,000 | LNFT | 15.00 | 15,000.00 | 10.00 | 10,000.00 | ||||
| S-043 | saw cutting (full depth) | 33,998 | LNFT | 6.00 | 203,988.00 | 20.00 | 679,960.00 | ||||
| S-044 | tree trimming | 8 | EACH | 3,500.00 | 28,000.00 | 2,500.00 | 20,000.00 | ||||
| S-045 | paved gutter drain (pg-drain01) | 43 | EACH | 2,500.00 | 107,500.00 | 2,200.00 | 94,600.00 | ||||
| CONTRACTOR TOTAL | 13,283,158.30 | 13,417,664.41 | |||||||||