| READV |
| ||
| DBE GOAL FED | |||
| Lead Project: 817-08-0023 | |||
| Parish: E BATON ROUGE | |||
| Routes: LA 946 | |||
| Description: JONES BAYOU - HOOPER ROAD | |||
| Type Const:
clearing & grubbng,grading,drain struct,lime treatment,class ii base course, superpave acp, pccp,precast-prestressed conc girder spans bridge, traffic signalization,and related work. | |||
| Estimated Construction Cost: $28,876,993.05 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 39462 | DENTON-JAMES LLC | $26,806,512.25 |
| 2 | 34567 | JAMES CONSTRUCTION GROUP LLC | $26,862,635.18 |
| 3 | 00046 | BARBER BROS. CONTRACTING CO., L.L.C | $29,998,395.05 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - DENTON-JAMES LLC |
- 2 - JAMES CONSTRUCTION GROUP LLC |
- 3 - BARBER BROS. CONTRACTING 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 | 900,000.00 | 900,000.00 | 100,000.00 | 100,000.00 | 75,000.00 | 75,000.00 | ||
| 202-01 | removal of structures & obstructions | lump | LUMP | 100,000.00 | 100,000.00 | 75,000.00 | 75,000.00 | 25,000.00 | 25,000.00 | ||
| 202-02-A-01 | removal of bridges sta. 116+02, (28' x 120' conc. slab span bridge) |
1 | EACH | 50,000.00 | 50,000.00 | 90,000.00 | 90,000.00 | 90,000.00 | 90,000.00 | ||
| 202-02-A-02 | removal of bridges sta. 125+67, (28' x 362' i-beam bridge) |
1 | EACH | 120,000.00 | 120,000.00 | 160,000.00 | 160,000.00 | 150,000.00 | 150,000.00 | ||
| 202-02-B-01 | removal of concrete box culverts (sta 180+84; 2-6'x4' r.c.box w/headwalls) |
1 | EACH | 3,000.00 | 3,000.00 | 13,000.00 | 13,000.00 | 5,000.00 | 5,000.00 | ||
| 202-02-B-02 | removal of concrete box culverts (sta 216+14.26; 2-5' x 4' r.c. box w/ headwalls) |
1 | EACH | 3,000.00 | 3,000.00 | 11,000.00 | 11,000.00 | 5,000.00 | 5,000.00 | ||
| 202-02-B-03 | removal of concrete box culverts (sta 250+19; 5'x4' r.c. box w/headwalls) |
1 | EACH | 3,000.00 | 3,000.00 | 11,000.00 | 11,000.00 | 2,500.00 | 2,500.00 | ||
| 202-02-D | removal of concrete walks & drives | 9,356 | SQYD | 6.00 | 56,136.00 | 12.00 | 112,272.00 | 15.00 | 140,340.00 | ||
| 202-02-G | removal of surfacing & stabilized base | 43,643.4 | SQYD | 4.00 | 174,573.60 | 5.00 | 218,217.00 | 3.00 | 130,930.20 | ||
| 202-02-H | removal of guard rail | 953 | LNFT | 4.00 | 3,812.00 | 5.00 | 4,765.00 | 5.00 | 4,765.00 | ||
| 202-02-I | removal of and/or re-installation of existing signal equipment |
lump | LUMP | 5,800.00 | 5,800.00 | 5,800.00 | 5,800.00 | 7,500.00 | 7,500.00 | ||
| 202-02-J-01 | removal of existing headwalls (sta. 162+00; rt.) | lump | LUMP | 3,000.00 | 3,000.00 | 3,000.00 | 3,000.00 | 1,000.00 | 1,000.00 | ||
| 202-02-J-02 | removal of existing headwalls (sta. 194+82; lt. & rt.) | lump | LUMP | 3,000.00 | 3,000.00 | 3,500.00 | 3,500.00 | 1,000.00 | 1,000.00 | ||
| 202-02-01 | removal of septic tank (sta. 207+00 lt., sta. 219+00 rt.) |
2 | EACH | 1,000.00 | 2,000.00 | 4,000.00 | 8,000.00 | 3,000.00 | 6,000.00 | ||
| 203-01 | general excavation | 91,682 | CUYD | 7.00 | 641,774.00 | 7.75 | 710,535.50 | 12.50 | 1,146,025.00 | ||
| 203-02 | drainage excavation | 1,271 | CUYD | 12.00 | 15,252.00 | 16.00 | 20,336.00 | 12.50 | 15,887.50 | ||
| 203-04 | embankment | 133,691 | CUYD | 15.00 | 2,005,365.00 | 10.50 | 1,403,755.50 | 12.50 | 1,671,137.50 | ||
| 204-04 | temporary sediment basins | 21 | EACH | 200.00 | 4,200.00 | 500.00 | 10,500.00 | 250.00 | 5,250.00 | ||
| 204-05-A | temporary sediment check dams (hay) | 59 | EACH | 110.00 | 6,490.00 | 110.00 | 6,490.00 | 200.00 | 11,800.00 | ||
| 204-05-B | temporary sediment check dams (stone) | 73 | EACH | 600.00 | 43,800.00 | 450.00 | 32,850.00 | 800.00 | 58,400.00 | ||
| 204-06 | temporary silt fencing | 6,200 | LNFT | 1.30 | 8,060.00 | 2.50 | 15,500.00 | 2.00 | 12,400.00 | ||
| 302-02-D | class ii base course (12" thick) (crushed stone or recycled pccp) |
5,793.9 | SQYD | 33.00 | 191,198.70 | 29.00 | 168,023.10 | 36.00 | 208,580.40 | ||
| 302-02-E | class ii base course (8" thick) (crushed stone or recycled pccp) |
145,696.6 | SQYD | 23.00 | 3,351,021.80 | 22.00 | 3,205,325.20 | 24.00 | 3,496,718.40 | ||
| 304-01 | lime | 1,029.30 | TON | 50.00 | 51,465.00 | 140.00 | 144,102.00 | 150.00 | 154,395.00 | ||
| 304-04-D | lime treatment (type d) (12" thick) | 72,614 | SQYD | 0.50 | 36,307.00 | 1.65 | 119,813.10 | 1.00 | 72,614.00 | ||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 3,000.0 | CUYD | 55.00 | 165,000.00 | 85.00 | 255,000.00 | 55.00 | 165,000.00 | ||
| 502-01 | superpave asphltic concrete | 1,526.4 | TON | 90.00 | 137,376.00 | 90.00 | 137,376.00 | 80.00 | 122,112.00 | ||
| 502-01-A | superpave asphltic concrete, paved drives and turnouts | 2,883.0 | TON | 120.00 | 345,960.00 | 115.00 | 331,545.00 | 100.00 | 288,300.00 | ||
| 601-01-K | portland cement concrete pavement (10" thick) | 110,447.4 | SQYD | 47.50 | 5,246,251.50 | 53.00 | 5,853,712.20 | 60.00 | 6,626,844.00 | ||
| 601-03-G-K | portland cement concrete shoulder (8"-10" thick) | 34,616.6 | SQYD | 46.00 | 1,592,363.60 | 54.00 | 1,869,296.40 | 60.00 | 2,076,996.00 | ||
| 601-04 | portland cement concrete pavement coring | 185 | EACH | 100.00 | 18,500.00 | 95.00 | 17,575.00 | 150.00 | 27,750.00 | ||
| 701-01-I | cross drain pipe (24" rcp/pcp) | 154 | LNFT | 82.00 | 12,628.00 | 70.00 | 10,780.00 | 85.00 | 13,090.00 | ||
| 701-01-K | cross drain pipe (30" rcp/pcp) | 126 | LNFT | 100.00 | 12,600.00 | 100.00 | 12,600.00 | 100.00 | 12,600.00 | ||
| 701-01-M | cross drain pipe (36" rcp/pcp) | 102 | LNFT | 140.00 | 14,280.00 | 140.00 | 14,280.00 | 120.00 | 12,240.00 | ||
| 701-02-G | cross drain pipe arch (42" equiv. rcpa) | 492 | LNFT | 175.00 | 86,100.00 | 190.00 | 93,480.00 | 160.00 | 78,720.00 | ||
| 701-02-H | cross drain pipe arch (48" equiv. rcpa) | 372 | LNFT | 190.00 | 70,680.00 | 210.00 | 78,120.00 | 180.00 | 66,960.00 | ||
| 701-03-I | storm drain pipe (24" rcp) | 190 | LNFT | 80.00 | 15,200.00 | 85.00 | 16,150.00 | 85.00 | 16,150.00 | ||
| 701-05-I | side drain pipe (24") | 4,398 | LNFT | 63.00 | 277,074.00 | 60.00 | 263,880.00 | 80.00 | 351,840.00 | ||
| 701-05-K | side drain pipe (30") | 200 | LNFT | 80.00 | 16,000.00 | 70.00 | 14,000.00 | 95.00 | 19,000.00 | ||
| 701-05-M | side drain pipe (36") | 32 | LNFT | 110.00 | 3,520.00 | 100.00 | 3,200.00 | 105.00 | 3,360.00 | ||
| 701-05-N | side drain pipe (42") | 540 | LNFT | 130.00 | 70,200.00 | 130.00 | 70,200.00 | 120.00 | 64,800.00 | ||
| 702-02-A | manholes (mh-06) | 2 | EACH | 4,200.00 | 8,400.00 | 5,000.00 | 10,000.00 | 3,000.00 | 6,000.00 | ||
| 703-01 | shoulder underdrain systems | 18,918 | LNFT | 10.00 | 189,180.00 | 11.00 | 208,098.00 | 7.00 | 132,426.00 | ||
| 703-02 | shoulder outlet underdrains | 109 | EACH | 450.00 | 49,050.00 | 600.00 | 65,400.00 | 350.00 | 38,150.00 | ||
| 704-03 | blocked out guard rail | 200.0 | LNFT | 17.00 | 3,400.00 | 17.00 | 3,400.00 | 20.00 | 4,000.00 | ||
| 704-08-B | guard rail transitions (double thrie beam) | 100.0 | LNFT | 60.00 | 6,000.00 | 58.00 | 5,800.00 | 60.00 | 6,000.00 | ||
| 704-11-A | guard rail end treatment (flared) | 4 | EACH | 2,300.00 | 9,200.00 | 2,300.00 | 9,200.00 | 2,500.00 | 10,000.00 | ||
| 705-02 | combination mesh & barbed wire fence | 775 | LNFT | 8.00 | 6,200.00 | 8.00 | 6,200.00 | 10.00 | 7,750.00 | ||
| 706-02-C | concrete drive (6" thick) | 4,903.0 | SQYD | 55.00 | 269,665.00 | 56.00 | 274,568.00 | 45.00 | 220,635.00 | ||
| 706-02-D | concrete drive (12" thick) | 578.3 | SQYD | 85.00 | 49,155.50 | 85.00 | 49,155.50 | 75.00 | 43,372.50 | ||
| 707-01 | concrete curb | 1,577.5 | LNFT | 12.00 | 18,930.00 | 10.00 | 15,775.00 | 8.00 | 12,620.00 | ||
| 708-01 | right-of-way monument | 78 | EACH | 150.00 | 11,700.00 | 100.00 | 7,800.00 | 400.00 | 31,200.00 | ||
| 711-01-D | riprap (55 lb, 18" thick) | 2,275 | SQYD | 65.00 | 147,875.00 | 56.00 | 127,400.00 | 85.00 | 193,375.00 | ||
| 711-04 | geotextile fabric | 2,275 | SQYD | 2.50 | 5,687.50 | 3.60 | 8,190.00 | 2.50 | 5,687.50 | ||
| 713-01 | temporary signs & barricades | lump | LUMP | 300,000.00 | 300,000.00 | 100,000.00 | 100,000.00 | 250,000.00 | 250,000.00 | ||
| 713-05-A | temporary pavement markings (solid line)(4" width) | 6.276 | MILE | 650.00 | 4,079.40 | 650.00 | 4,079.40 | 750.00 | 4,707.00 | ||
| 713-05-A-01 | temporary pavement markings (solid line)(4" width) (type 1 removable) |
19.640 | MILE | 15,800.00 | 310,312.00 | 15,840.00 | 311,097.60 | 18,000.00 | 353,520.00 | ||
| 713-06-A | temporary pavement legends and symbols (arrow) | 6 | EACH | 70.00 | 420.00 | 64.00 | 384.00 | 75.00 | 450.00 | ||
| 713-08 | temporary precast concrete barrier (contractor furnished) |
49 | EACH | 1,000.00 | 49,000.00 | 900.00 | 44,100.00 | 1,000.00 | 49,000.00 | ||
| 716-01-A | mulch (vegetative) | 55.20 | ACRE | 750.00 | 41,400.00 | 750.00 | 41,400.00 | 850.00 | 46,920.00 | ||
| 717-01 | seeding | 3,402 | LB | 8.50 | 28,917.00 | 8.50 | 28,917.00 | 10.00 | 34,020.00 | ||
| 718-01 | fertilizer | 113,400 | LB | 0.24 | 27,216.00 | 0.25 | 28,350.00 | 0.30 | 34,020.00 | ||
| 720-01-A | erosion control system, slope protection (type a) | 6,513 | SQYD | 1.25 | 8,141.25 | 1.30 | 8,466.90 | 1.50 | 9,769.50 | ||
| 720-01-C | erosion control system, flexible channel liner (type c) | 1,245 | SQYD | 2.50 | 3,112.50 | 2.55 | 3,174.75 | 3.00 | 3,735.00 | ||
| 722-01 | project site laboratory | 1 | EACH | 50,000.00 | 50,000.00 | 10,000.00 | 10,000.00 | 30,000.00 | 30,000.00 | ||
| 724-01-B | pavement patching (12" minimum thickness) | 300 | SQYD | 90.00 | 27,000.00 | 125.00 | 37,500.00 | 75.00 | 22,500.00 | ||
| 725-02 | temporary detour roads | 15,877.0 | SQYD | 52.00 | 825,604.00 | 60.00 | 952,620.00 | 66.00 | 1,047,882.00 | ||
| 726-01 | bedding material | 554.2 | CUYD | 65.00 | 36,023.00 | 65.00 | 36,023.00 | 60.00 | 33,252.00 | ||
| 727-01 | mobilization | lump | LUMP | 2,700,000.00 | 2,700,000.00 | 2,600,000.00 | 2,600,000.00 | 2,400,000.00 | 2,400,000.00 | ||
| 729-01 | sign (type a) | 50.0 | SQFT | 40.00 | 2,000.00 | 35.00 | 1,750.00 | 35.00 | 1,750.00 | ||
| 729-16-C | object marker assembly (type 3) | 28 | EACH | 75.00 | 2,100.00 | 75.00 | 2,100.00 | 85.00 | 2,380.00 | ||
| 729-19-B | dead end road installations(type b) | 2 | EACH | 1,200.00 | 2,400.00 | 1,280.00 | 2,560.00 | 1,500.00 | 3,000.00 | ||
| 731-01 | nonreflectorized raised pavement markers | 420 | EACH | 12.20 | 5,124.00 | 12.00 | 5,040.00 | 14.00 | 5,880.00 | ||
| 731-02 | reflectorized raised pavement markers | 2,335 | EACH | 5.20 | 12,142.00 | 5.25 | 12,258.75 | 6.00 | 14,010.00 | ||
| 732-01-C | plastic pavement striping (8" width) | 280 | LNFT | 1.20 | 336.00 | 1.25 | 350.00 | 2.00 | 560.00 | ||
| 732-01-E | plastic pavement striping (24" width) | 328 | LNFT | 3.60 | 1,180.80 | 3.50 | 1,148.00 | 4.00 | 1,312.00 | ||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 13.495 | MILE | 2,400.00 | 32,388.00 | 2,365.00 | 31,915.68 | 2,800.00 | 37,786.00 | ||
| 732-03-A-01 | plastic pvmt striping (broken line)(4"width)preformed marking tape(type v) |
12.056 | MILE | 4,000.00 | 48,224.00 | 3,950.00 | 47,621.20 | 1,200.00 | 14,467.20 | ||
| 732-04-A | plastic pavement legends & symbols (arrow) | 54 | EACH | 160.00 | 8,640.00 | 155.00 | 8,370.00 | 175.00 | 9,450.00 | ||
| 732-04-C | plastic pavement legends & symbols (only) | 4 | EACH | 170.00 | 680.00 | 165.00 | 660.00 | 200.00 | 800.00 | ||
| 732-05 | removal of existing markings | 3.512 | MILE | 5,700.00 | 20,018.40 | 5,700.00 | 20,018.40 | 6,500.00 | 22,828.00 | ||
| 735-01 | mailboxes | 68 | EACH | 1.00 | 68.00 | 6.00 | 408.00 | 2.00 | 136.00 | ||
| 735-02 | mailbox supports (single) | 68 | EACH | 120.00 | 8,160.00 | 114.00 | 7,752.00 | 130.00 | 8,840.00 | ||
| 735-03 | mailbox supports (double) | 4 | EACH | 170.00 | 680.00 | 205.00 | 820.00 | 200.00 | 800.00 | ||
| 735-04 | mailbox supports (multiple) | 1 | EACH | 300.00 | 300.00 | 250.00 | 250.00 | 300.00 | 300.00 | ||
| 736-01 | trenching and backfilling | 895 | LNFT | 4.00 | 3,580.00 | 3.75 | 3,356.25 | 4.25 | 3,803.75 | ||
| 736-04-B | signal support, 30' class 5 cca wood pole | 4 | EACH | 750.00 | 3,000.00 | 750.00 | 3,000.00 | 1,000.00 | 4,000.00 | ||
| 736-04-C | signal support, 30' strain pole | 4 | EACH | 6,500.00 | 26,000.00 | 6,425.00 | 25,700.00 | 7,500.00 | 30,000.00 | ||
| 736-05-B | signal heads (3-section, r,y,g) l.e.d. | 8 | EACH | 810.00 | 6,480.00 | 805.00 | 6,440.00 | 905.00 | 7,240.00 | ||
| 736-05-C | signal heads (5 section, r,y,rty,g,rtg) l.e.d. | 4 | EACH | 1,110.00 | 4,440.00 | 1,110.00 | 4,440.00 | 1,250.00 | 5,000.00 | ||
| 736-06 | signal service, power pedestal | 1 | EACH | 1,000.00 | 1,000.00 | 1,005.00 | 1,005.00 | 1,200.00 | 1,200.00 | ||
| 736-08 | signal controller, (8 phase nema with type 6 cabinet) | 1 | EACH | 17,500.00 | 17,500.00 | 17,000.00 | 17,000.00 | 20,000.00 | 20,000.00 | ||
| 736-09 | loop detector | 146 | LNFT | 10.00 | 1,460.00 | 11.00 | 1,606.00 | 15.00 | 2,190.00 | ||
| 736-10-A | underground junction box, type "e" | 4 | EACH | 360.00 | 1,440.00 | 400.00 | 1,600.00 | 450.00 | 1,800.00 | ||
| 736-10-B | underground junction box, type "h" | 2 | EACH | 760.00 | 1,520.00 | 800.00 | 1,600.00 | 900.00 | 1,800.00 | ||
| 736-11-A | conduit (1/2" p.e.c. schedule 80) | 180 | LNFT | 4.50 | 810.00 | 4.50 | 810.00 | 5.50 | 990.00 | ||
| 736-11-B | conduit (2" p.e.c. schedule 80) | 680 | LNFT | 5.00 | 3,400.00 | 5.00 | 3,400.00 | 6.00 | 4,080.00 | ||
| 736-11-C | conduit (3" p.e.c. schedule 80) | 135 | LNFT | 6.30 | 850.50 | 6.25 | 843.75 | 8.00 | 1,080.00 | ||
| 736-12-A | conductor, 2c (loop lead-in / #16 awg) | 1,770 | LNFT | 1.30 | 2,301.00 | 1.25 | 2,212.50 | 1.50 | 2,655.00 | ||
| 736-12-B | conductor, 6c (signal / #14 awg) | 90 | LNFT | 2.00 | 180.00 | 2.00 | 180.00 | 2.50 | 225.00 | ||
| 736-12-C | conductor, 10c (signal / #14 awg) | 2,670 | LNFT | 2.50 | 6,675.00 | 2.50 | 6,675.00 | 3.00 | 8,010.00 | ||
| 736-12-D | conductor, 3c (power) | 85 | LNFT | 5.50 | 467.50 | 6.00 | 510.00 | 7.00 | 595.00 | ||
| 740-01 | construction layout | lump | LUMP | 300,000.00 | 300,000.00 | 385,000.00 | 385,000.00 | 300,000.00 | 300,000.00 | ||
| 744-01 | traffic control management | lump | LUMP | 40,000.00 | 40,000.00 | 10,000.00 | 10,000.00 | 630,000.00 | 630,000.00 | ||
| 804-01-B | precast concrete piles (14") | 320 | LNFT | 90.00 | 28,800.00 | 140.00 | 44,800.00 | 48.00 | 15,360.00 | ||
| 804-01-F | precast concrete piles (24") | 4,400 | LNFT | 115.00 | 506,000.00 | 125.00 | 550,000.00 | 125.00 | 550,000.00 | ||
| 804-01-G | precast concrete piles (30") | 7,480 | LNFT | 145.00 | 1,084,600.00 | 175.00 | 1,309,000.00 | 160.00 | 1,196,800.00 | ||
| 804-05 | precast concrete test piles | 2 | EACH | 30,000.00 | 60,000.00 | 35,000.00 | 70,000.00 | 35,000.00 | 70,000.00 | ||
| 804-09 | loading test piles | 2 | EACH | 12,000.00 | 24,000.00 | 26,600.00 | 53,200.00 | 6,000.00 | 12,000.00 | ||
| 804-10 | reloading test piles | 2 | EACH | 1,000.00 | 2,000.00 | 1,500.00 | 3,000.00 | 1,200.00 | 2,400.00 | ||
| 804-11 | redriving test piles | 2 | EACH | 1,000.00 | 2,000.00 | 475.00 | 950.00 | 1,200.00 | 2,400.00 | ||
| 804-12 | loading permanent piles | 2 | EACH | 1,000.00 | 2,000.00 | 5,000.00 | 10,000.00 | 1,200.00 | 2,400.00 | ||
| 804-17 | dynamic monitoring | 6 | EACH | 1,000.00 | 6,000.00 | 2,000.00 | 12,000.00 | 3,500.00 | 21,000.00 | ||
| 805-01-B | class a concrete (box culvert headwalls) | 39.87 | CUYD | 1,100.00 | 43,857.00 | 1,000.00 | 39,870.00 | 1,200.00 | 47,844.00 | ||
| 805-01-C | class a concrete (retaining walls) | 25.51 | CUYD | 1,100.00 | 28,061.00 | 1,050.00 | 26,785.50 | 1,200.00 | 30,612.00 | ||
| 805-01-F | class a concrete (bents) | 684.34 | CUYD | 720.00 | 492,724.80 | 800.00 | 547,472.00 | 1,000.00 | 684,340.00 | ||
| 805-03 | class aa concrete | 1,446.05 | CUYD | 600.00 | 867,630.00 | 645.00 | 932,702.25 | 900.00 | 1,301,445.00 | ||
| 805-08-C | precast-prestressed concrete girder (type iii) | 7,375.5 | LNFT | 115.00 | 848,182.50 | 100.00 | 737,550.00 | 130.00 | 958,815.00 | ||
| 805-11 | strip seal joints | 328.00 | LNFT | 150.00 | 49,200.00 | 200.00 | 65,600.00 | 175.00 | 57,400.00 | ||
| 805-12-G | reinforced concrete box culverts (6' x 4') | 574.0 | LNFT | 400.00 | 229,600.00 | 425.00 | 243,950.00 | 525.00 | 301,350.00 | ||
| 806-01 | deformed reinforcing steel | 485,484 | LB | 0.90 | 436,935.60 | 0.85 | 412,661.40 | 1.00 | 485,484.00 | ||
| 807-06 | structural metalwork | lump | LUMP | 6,000.00 | 6,000.00 | 10,000.00 | 10,000.00 | 15,000.00 | 15,000.00 | ||
| 810-01 | concrete railing (barrier) | 1,494.00 | LNFT | 52.00 | 77,688.00 | 45.00 | 67,230.00 | 85.00 | 126,990.00 | ||
| 813-01 | concrete approach slabs | 1,458.48 | SQYD | 160.00 | 233,356.80 | 170.00 | 247,941.60 | 220.00 | 320,865.60 | ||
| S-001 | paved gutter drain | 3 | EACH | 1,500.00 | 4,500.00 | 3,000.00 | 9,000.00 | 3,000.00 | 9,000.00 | ||
| S-002 | riser, 3" diameter | 1 | EACH | 1,000.00 | 1,000.00 | 975.00 | 975.00 | 1,500.00 | 1,500.00 | ||
| S-003 | video detection camera device and connection | 4 | EACH | 6,000.00 | 24,000.00 | 6,000.00 | 24,000.00 | 6,800.00 | 27,200.00 | ||
| S-004 | video detection camera system (joor at lovett) | 1 | EACH | 3,100.00 | 3,100.00 | 3,000.00 | 3,000.00 | 5,000.00 | 5,000.00 | ||
| S-005 | disposal of concrete | 100 | CUYD | 45.00 | 4,500.00 | 75.00 | 7,500.00 | 20.00 | 2,000.00 | ||
| S-006 | removal of vegetative debris | 100 | CUYD | 40.00 | 4,000.00 | 30.00 | 3,000.00 | 35.00 | 3,500.00 | ||
| S-007 | saw cutting (full depth) | 787.5 | INFT | 2.00 | 1,575.00 | 2.50 | 1,968.75 | 6.00 | 4,725.00 | ||
| S-008 | tree protection and mulching | lump | LUMP | 30,000.00 | 30,000.00 | 5,000.00 | 5,000.00 | 6,000.00 | 6,000.00 | ||
| S-101 | impact attenuators (construction zone) | 4 | EACH | 21,000.00 | 84,000.00 | 27,500.00 | 110,000.00 | 25,000.00 | 100,000.00 | ||
| S-102 | dynamic analysis | 4 | EACH | 1,000.00 | 4,000.00 | 1,000.00 | 4,000.00 | 3,500.00 | 14,000.00 | ||
| CONTRACTOR TOTAL | 26,806,512.25 | 26,862,635.18 | 29,998,395.05 | ||||||||