| READV |
| ||
| Lead Project: 195-03-0029 | |||
| Parish: CALCASIEU | |||
| Routes: LA 385, LA 3092 | |||
| Description: AIRPORT RD.-MCNEESE ST.(SEG. II)(TANK FARM TO PETRO POINT) | |||
| Type Const:
grad, drain struct, subgrade, lime trmt, class ii bc, acp, (alt. a1- pccp; alt. a2 - superpave acp), traffic signals, and related work. | |||
| Estimated Construction Cost: $21,018,052.67 | |||
| Maximum Number of Days Allowed for Construction: 600 | |||
| Calculated Daily User Cost: $3,000.00 | |||
| Rank | License | Bidder | Construction Bid | Bidder's Proposed Contract Time | Life Cycle Cost | Total Bid |
|---|---|---|---|---|---|---|
| 1 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $18,339,972.20 | 405 | $366,100.00 | $19,921,072.20 |
| 2 | 39462 | JB JAMES CONSTRUCTION LLC | $19,636,535.20 | 450 | $366,100.00 | $21,352,635.20 |
| 3 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $22,933,287.81 | 600 | $1,515,600.00 | $26,248,887.81 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - GILCHRIST CONSTRUCTION CO. LLC |
- 2 - JB JAMES CONSTRUCTION LLC |
- 3 - DIAMOND B CONSTRUCTION CO., L.L.C. |
|
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|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 202-01 | removal of structures & obstructions | lump | LUMP | 42,000.00 | 42,000.00 | 260,000.00 | 260,000.00 | 500,000.00 | 500,000.00 | ||
| 202-02-B | removal of concrete box culverts (sta. 128+92.00, 3-4'x4'x38' long) |
1 | EACH | 5,000.00 | 5,000.00 | 12,000.00 | 12,000.00 | 25,000.00 | 25,000.00 | ||
| 202-02-C | removal of portland cement concrete pavement | 913 | SQYD | 25.00 | 22,825.00 | 12.00 | 10,956.00 | 20.00 | 18,260.00 | ||
| 202-02-D | removal of concrete walks & drives | 2,041 | SQYD | 8.00 | 16,328.00 | 9.00 | 18,369.00 | 41.00 | 83,681.00 | ||
| 202-02-G | removal of surfacing & stabilized base | 36,967.9 | SQYD | 3.25 | 120,145.68 | 4.50 | 166,355.55 | 6.50 | 240,291.35 | ||
| 202-02-I | removal of traffic signal equipment | lump | LUMP | 3,600.00 | 3,600.00 | 5,000.00 | 5,000.00 | 3,000.00 | 3,000.00 | ||
| 202-02-J | removal of asphalt drives | 1,825 | SQYD | 7.00 | 12,775.00 | 8.00 | 14,600.00 | 15.00 | 27,375.00 | ||
| 202-03-01 | relocation of 8' wide concrete walkway w/ pipe railings (sta. -1 +72.00 - 19.90' lt) |
1 | EACH | 3,500.00 | 3,500.00 | 5,000.00 | 5,000.00 | 30,000.00 | 30,000.00 | ||
| 203-01 | general excavation | 41,608 | CUYD | 6.80 | 282,934.40 | 10.00 | 416,080.00 | 8.50 | 353,668.00 | ||
| 203-02 | drainage excavation | 352 | CUYD | 18.00 | 6,336.00 | 30.00 | 10,560.00 | 25.00 | 8,800.00 | ||
| 203-03 | embankment | 44,343 | CUYD | 13.50 | 598,630.50 | 19.00 | 842,517.00 | 16.00 | 709,488.00 | ||
| 204-02 | temporary hay or straw bales | 2,013 | EACH | 17.00 | 34,221.00 | 10.00 | 20,130.00 | 22.00 | 44,286.00 | ||
| 204-05-A | temporary sediment check dams (hay) | 79 | EACH | 200.00 | 15,800.00 | 110.00 | 8,690.00 | 175.00 | 13,825.00 | ||
| 204-06 | temporary silt fencing | 19,935 | LNFT | 2.80 | 55,818.00 | 1.80 | 35,883.00 | 10.00 | 199,350.00 | ||
| 302-02-B-01 | class ii base course (6" thick) (stone or recycled pccp) |
109,087.2 | SQYD | 13.00 | 1,418,133.60 | 15.00 | 1,636,308.00 | 15.50 | 1,690,851.60 | ||
| 302-02-D-01 | class ii base course (8 1/2" thick) (stone or recycled pccp) |
487.8 | SQYD | 29.25 | 14,268.15 | 28.00 | 13,658.40 | 33.00 | 16,097.40 | ||
| 304-01 | lime (9% by volume) | 500.00 | TON | 160.00 | 80,000.00 | 270.00 | 135,000.00 | 450.00 | 225,000.00 | ||
| 304-03-D | lime treatment (type c) (12" thick) | 61,361 | SQYD | 5.00 | 306,805.00 | 3.00 | 184,083.00 | 1.25 | 76,701.25 | ||
| 304-04-D | lime treatment (type d) (12" thick) | 35,274 | SQYD | 1.00 | 35,274.00 | 2.00 | 70,548.00 | 1.25 | 44,092.50 | ||
| 305-01-D-01 | subgrade layer (12" thick)(cement treated) | 109,087 | SQYD | 7.50 | 818,152.50 | 9.00 | 981,783.00 | 10.25 | 1,118,141.75 | ||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
264 | CUYD | 55.00 | 14,520.00 | 85.00 | 22,440.00 | 100.00 | 26,400.00 | ||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 8,000.0 | CUYD | 32.00 | 256,000.00 | 35.00 | 280,000.00 | 80.00 | 640,000.00 | ||
| 502-01 | superpave asphaltic concrete | 3,505.1 | TON | 100.00 | 350,510.00 | 110.00 | 385,561.00 | 110.00 | 385,561.00 | ||
| 502-01-A | superpave asphaltic concrete, drives, turnouts & misc. | 22.7 | TON | 165.00 | 3,745.50 | 160.00 | 3,632.00 | 200.00 | 4,540.00 | ||
| 509-01 | cold planing asphaltic pavement | 2,626 | SQYD | 2.50 | 6,565.00 | 14.00 | 36,764.00 | 18.00 | 47,268.00 | ||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 109 | CUYD | 0.01 | - 1.09 | 0.01 | - 1.09 | 0.10 | - 10.90 | ||
| 510-01-B | pavement patching (12" minimum thickness) | 583 | SQYD | 125.00 | 72,875.00 | 140.00 | 81,620.00 | 190.00 | 110,770.00 | ||
| 510-02 | pavement widening (8" thick) | 871.0 | SQYD | 60.00 | 52,260.00 | 120.00 | 104,520.00 | 92.00 | 80,132.00 | ||
| 601-04 | portland cement concrete pavement coring | 126 | EACH | 120.00 | 15,120.00 | 100.00 | 12,600.00 | 0.01 | 1.26 | ||
| 701-01-I | cross drain pipe (24" rcp/pcp) | 676 | LNFT | 80.00 | 54,080.00 | 86.00 | 58,136.00 | 125.00 | 84,500.00 | ||
| 701-01-M | cross drain pipe (36" rcp/pcp) | 120 | LNFT | 180.00 | 21,600.00 | 110.00 | 13,200.00 | 165.00 | 19,800.00 | ||
| 701-02-D | cross drain pipe arch (24" equiv. rcpa or cmpa) | 96 | LNFT | 120.00 | 11,520.00 | 90.00 | 8,640.00 | 140.00 | 13,440.00 | ||
| 701-02-E/F | cross drain pipe arch (30" equiv. rcpa or 36" equiv. cmpa) |
184 | LNFT | 93.00 | 17,112.00 | 88.00 | 16,192.00 | 150.00 | 27,600.00 | ||
| 701-02-F/G | cross drain pipe arch (36" equiv. rcpa or 42" equiv. cmpa) |
468 | LNFT | 118.00 | 55,224.00 | 107.00 | 50,076.00 | 175.00 | 81,900.00 | ||
| 701-03-F | storm drain pipe (15" rcp/pcp) | 2,318 | LNFT | 48.00 | 111,264.00 | 65.00 | 150,670.00 | 80.00 | 185,440.00 | ||
| 701-03-G | storm drain pipe (18" rcp/pcp) | 3,371 | LNFT | 50.00 | 168,550.00 | 60.00 | 202,260.00 | 85.00 | 286,535.00 | ||
| 701-03-I | storm drain pipe (24" rcp/pcp) | 2,103 | LNFT | 70.00 | 147,210.00 | 80.00 | 168,240.00 | 100.00 | 210,300.00 | ||
| 701-03-K | storm drain pipe (30" rcp/pcp) | 1,920 | LNFT | 100.00 | 192,000.00 | 90.00 | 172,800.00 | 120.00 | 230,400.00 | ||
| 701-03-M | storm drain pipe (36" rcp/pcp) | 1,059 | LNFT | 125.00 | 132,375.00 | 110.00 | 116,490.00 | 140.00 | 148,260.00 | ||
| 701-03-N | storm drain pipe (42" rcp/pcp) | 1,183 | LNFT | 160.00 | 189,280.00 | 120.00 | 141,960.00 | 165.00 | 195,195.00 | ||
| 701-03-O | storm drain pipe (48" rcp/pcp) | 2,574 | LNFT | 180.00 | 463,320.00 | 150.00 | 386,100.00 | 185.00 | 476,190.00 | ||
| 701-03-P | storm drain pipe (54" rcp/pcp) | 1,968 | LNFT | 200.00 | 393,600.00 | 170.00 | 334,560.00 | 210.00 | 413,280.00 | ||
| 701-03-S | storm drain pipe (72" rcp/pcp) | 48 | LNFT | 415.00 | 19,920.00 | 280.00 | 13,440.00 | 300.00 | 14,400.00 | ||
| 701-04-E | storm drain pipe arch (30" equiv. rcpa) | 417 | LNFT | 121.00 | 50,457.00 | 88.00 | 36,696.00 | 130.00 | 54,210.00 | ||
| 701-04-F | storm drain pipe arch (36" equiv. rcpa) | 95 | LNFT | 159.00 | 15,105.00 | 102.00 | 9,690.00 | 155.00 | 14,725.00 | ||
| 701-04-G | storm drain pipe arch (42" equiv. rcpa) | 412 | LNFT | 145.00 | 59,740.00 | 130.00 | 53,560.00 | 200.00 | 82,400.00 | ||
| 701-05-G | side drain pipe (18") | 206 | LNFT | 40.00 | 8,240.00 | 52.00 | 10,712.00 | 60.00 | 12,360.00 | ||
| 701-05-I | side drain pipe (24") | 124 | LNFT | 88.00 | 10,912.00 | 60.00 | 7,440.00 | 70.00 | 8,680.00 | ||
| 701-05-K | side drain pipe (30") | 270 | LNFT | 68.00 | 18,360.00 | 69.00 | 18,630.00 | 80.00 | 21,600.00 | ||
| 701-05-M | side drain pipe (36") | 92 | LNFT | 71.00 | 6,532.00 | 85.00 | 7,820.00 | 100.00 | 9,200.00 | ||
| 701-06-D | side drain pipe arch (24" equiv.) | 110 | LNFT | 85.00 | 9,350.00 | 56.00 | 6,160.00 | 82.00 | 9,020.00 | ||
| 701-06-E | side drain pipe arch (30" equiv.) | 522 | LNFT | 78.00 | 40,716.00 | 65.00 | 33,930.00 | 92.00 | 48,024.00 | ||
| 701-06-F | side drain pipe arch (36" equiv.) | 186 | LNFT | 123.00 | 22,878.00 | 80.00 | 14,880.00 | 130.00 | 24,180.00 | ||
| 701-06-G | side drain pipe arch (42" equiv.) | 62 | LNFT | 175.00 | 10,850.00 | 100.00 | 6,200.00 | 175.00 | 10,850.00 | ||
| 701-06-H | side drain pipe arch (48" equiv.) | 46 | LNFT | 255.00 | 11,730.00 | 150.00 | 6,900.00 | 200.00 | 9,200.00 | ||
| 702-03-A | catch basins (cb-01) | 121 | EACH | 2,100.00 | 254,100.00 | 2,300.00 | 278,300.00 | 2,600.00 | 314,600.00 | ||
| 702-03-B | catch basins (cb-02) | 5 | EACH | 3,350.00 | 16,750.00 | 3,000.00 | 15,000.00 | 4,500.00 | 22,500.00 | ||
| 702-03-C | catch basins (cb-06) | 136 | EACH | 4,000.00 | 544,000.00 | 4,200.00 | 571,200.00 | 5,000.00 | 680,000.00 | ||
| 702-03-D | catch basins (cb-07) | 29 | EACH | 7,500.00 | 217,500.00 | 5,500.00 | 159,500.00 | 6,500.00 | 188,500.00 | ||
| 702-03-F | catch basins (cb-08) | 4 | EACH | 10,000.00 | 40,000.00 | 8,000.00 | 32,000.00 | 7,250.00 | 29,000.00 | ||
| 702-03-G | catch basins (cb-09) | 7 | EACH | 9,000.00 | 63,000.00 | 6,200.00 | 43,400.00 | 7,000.00 | 49,000.00 | ||
| 702-04-B | adjusting catch basins | 2 | EACH | 2,400.00 | 4,800.00 | 2,000.00 | 4,000.00 | 3,000.00 | 6,000.00 | ||
| 702-08-A | side drain safety end (type 1) | 2 | EACH | 3,400.00 | 6,800.00 | 1,500.00 | 3,000.00 | 1,750.00 | 3,500.00 | ||
| 703-01 | shoulder underdrain systems | 16,958 | LNFT | 8.00 | 135,664.00 | 8.00 | 135,664.00 | 8.00 | 135,664.00 | ||
| 703-02 | shoulder outlet underdrains | 111 | EACH | 750.00 | 83,250.00 | 500.00 | 55,500.00 | 1,100.00 | 122,100.00 | ||
| 703-03 | preforated pipe underdrains | 13,727 | LNFT | 9.00 | 123,543.00 | 13.00 | 178,451.00 | 7.50 | 102,952.50 | ||
| 706-01-A | concrete walk (4" thick) | 32.3 | SQYD | 70.00 | 2,261.00 | 100.00 | 3,230.00 | 60.00 | 1,938.00 | ||
| 706-02-C | concrete drive (6" thick) | 3,446.6 | SQYD | 60.00 | 206,796.00 | 50.00 | 172,330.00 | 60.00 | 206,796.00 | ||
| 706-03-C | incidental concrete paving (6" thick) | 103.6 | SQYD | 85.00 | 8,806.00 | 62.00 | 6,423.20 | 45.00 | 4,662.00 | ||
| 710-01 | flowable fill | 1,297 | CUYD | 100.00 | 129,700.00 | 140.00 | 181,580.00 | 115.00 | 149,155.00 | ||
| 712-02-A-01 | sacked concrete revetment (4" thick) (dry batched) | 1,110 | SQYD | 75.00 | 83,250.00 | 50.00 | 55,500.00 | 95.00 | 105,450.00 | ||
| 713-01 | temporary signs & barricades | lump | LUMP | 310,000.00 | 310,000.00 | 400,000.00 | 400,000.00 | 900,000.00 | 900,000.00 | ||
| 713-02-E-01 | temporary pavement markings (24" width) (type 1 removable) |
114 | LNFT | 7.00 | 798.00 | 6.00 | 684.00 | 13.00 | 1,482.00 | ||
| 713-03-B-01 | temporary pvmt. markings (broken line)(4" width) (10' length) (type i removable) |
0.039 | MILE | 4,500.00 | 175.50 | 4,400.00 | 171.60 | 3,500.00 | 136.50 | ||
| 713-04-A-01 | temporary pavement markings (solid line)(4" width) (type i removable) |
11.209 | MILE | 7,500.00 | 84,067.50 | 7,000.00 | 78,463.00 | 13,000.00 | 145,717.00 | ||
| 716-01-A | mulch (vegetative) | 43.3 | TON | 350.00 | 15,155.00 | 450.00 | 19,485.00 | 800.00 | 34,640.00 | ||
| 717-01 | seeding | 649 | LB | 7.50 | 4,867.50 | 8.00 | 5,192.00 | 11.00 | 7,139.00 | ||
| 718-01 | fertilizier | 21,630 | LB | 0.50 | 10,815.00 | 0.45 | 9,733.50 | 0.35 | 7,570.50 | ||
| 722-01 | project site laboratory | 1 | EACH | 40,000.00 | 40,000.00 | 20,000.00 | 20,000.00 | 35,000.00 | 35,000.00 | ||
| 725-01 | temporary detour roads | 4,039.5 | SQYD | 70.00 | 282,765.00 | 65.00 | 262,567.50 | 75.00 | 302,962.50 | ||
| 726-01 | bedding material | 664.6 | CUYD | 72.00 | 47,851.20 | 100.00 | 66,460.00 | 110.00 | 73,106.00 | ||
| 727-01 | mobilization | lump | LUMP | 1,250,000.00 | 1,250,000.00 | 1,900,000.00 | 1,900,000.00 | 2,290,000.00 | 2,290,000.00 | ||
| 729-01-A | sign (type a) (ground mounted)(w3-3) (36"x36") | 36.0 | SQFT | 60.00 | 2,160.00 | 55.00 | 1,980.00 | 60.00 | 2,160.00 | ||
| 729-06-A | sign (overhead mounted)(type a)(r10-12)(24"x30") | 20.0 | SQFT | 60.00 | 1,200.00 | 55.00 | 1,100.00 | 60.00 | 1,200.00 | ||
| 729-06-B | sign (overhead mounted) (type a)(r3-5l) (30"x36") | 30.0 | SQFT | 60.00 | 1,800.00 | 55.00 | 1,650.00 | 60.00 | 1,800.00 | ||
| 729-16-B | object marker assembly (type 2) | 28 | EACH | 60.00 | 1,680.00 | 60.00 | 1,680.00 | 160.00 | 4,480.00 | ||
| 729-21 | u-channel post | 4 | EACH | 100.00 | 400.00 | 100.00 | 400.00 | 100.00 | 400.00 | ||
| 730-08 | electric service point (existing pole) | 1 | EACH | 880.00 | 880.00 | 1,000.00 | 1,000.00 | 800.00 | 800.00 | ||
| 731-02 | reflectorized raised pavement markers | 3,778 | EACH | 5.50 | 20,779.00 | 5.50 | 20,779.00 | 6.00 | 22,668.00 | ||
| 732-01-A | plastic pavement striping (4" width) | 67,319 | LNFT | 0.50 | 33,659.50 | 0.48 | 32,313.12 | 0.70 | 47,123.30 | ||
| 732-01-C | plastic pavement striping (8" width) | 2,285 | LNFT | 1.20 | 2,742.00 | 1.10 | 2,513.50 | 1.35 | 3,084.75 | ||
| 732-01-E | plastic pavement striping (24" width) | 2,019 | LNFT | 5.00 | 10,095.00 | 4.50 | 9,085.50 | 4.50 | 9,085.50 | ||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 7.654 | MILE | 925.00 | 7,079.95 | 830.00 | 6,352.82 | 1,100.00 | 8,419.40 | ||
| 732-03-C | plastic pavement striping (broken line)(8" width) | 0.738 | MILE | 1,800.00 | 1,328.40 | 1,600.00 | 1,180.80 | 5,000.00 | 3,690.00 | ||
| 732-04-A | plastic pavement legends & symbols (arrow) | 73 | EACH | 225.00 | 16,425.00 | 220.00 | 16,060.00 | 250.00 | 18,250.00 | ||
| 732-04-C | plastic pavement legends & symbols (only) | 31 | EACH | 225.00 | 6,975.00 | 220.00 | 6,820.00 | 250.00 | 7,750.00 | ||
| 732-04-E | plastic pavement legends & symbols (school crossing) | 2 | EACH | 400.00 | 800.00 | 400.00 | 800.00 | 450.00 | 900.00 | ||
| 732-05 | removal of existing markings | 0.068 | MILE | 5,500.00 | 374.00 | 5,200.00 | 353.60 | 6,000.00 | 408.00 | ||
| 735-01 | mailboxes | 21 | EACH | 5.00 | 105.00 | 1.00 | 21.00 | 14.00 | 294.00 | ||
| 735-02 | mailbox supports (single) | 21 | EACH | 175.00 | 3,675.00 | 140.00 | 2,940.00 | 300.00 | 6,300.00 | ||
| 736-01 | trenching and backfilling | 910 | LNFT | 4.25 | 3,867.50 | 4.00 | 3,640.00 | 4.00 | 3,640.00 | ||
| 736-03-A | jacked or bored conduit (2" pec, schedule 80) | 20 | LNFT | 25.00 | 500.00 | 21.00 | 420.00 | 23.00 | 460.00 | ||
| 736-03-B | jacked or bored conduit (3" pec, schedule 80) | 460 | LNFT | 30.00 | 13,800.00 | 26.00 | 11,960.00 | 30.00 | 13,800.00 | ||
| 736-04-B | signal support (50' mast arm) | 2 | EACH | 12,000.00 | 24,000.00 | 11,000.00 | 22,000.00 | 12,000.00 | 24,000.00 | ||
| 736-04-C | signal support (55' mast arm) | 2 | EACH | 12,000.00 | 24,000.00 | 11,000.00 | 22,000.00 | 13,000.00 | 26,000.00 | ||
| 736-05-B | signal heads (3 section, 12" lenses, ryg) | 8 | EACH | 1,400.00 | 11,200.00 | 1,210.00 | 9,680.00 | 1,400.00 | 11,200.00 | ||
| 736-05-C | signal heads (5 section, 12" led lenses, r, left y,y, left g,g) |
4 | EACH | 2,400.00 | 9,600.00 | 2,100.00 | 8,400.00 | 2,400.00 | 9,600.00 | ||
| 736-06-A | signal service (pedestal required) | 1 | EACH | 2,500.00 | 2,500.00 | 2,100.00 | 2,100.00 | 2,500.00 | 2,500.00 | ||
| 736-08-A | signal controller (ts-2, type 2 in type 6 cabinet) | 1 | EACH | 24,000.00 | 24,000.00 | 21,000.00 | 21,000.00 | 24,000.00 | 24,000.00 | ||
| 736-09 | loop detector | 180 | LNFT | 15.00 | 2,700.00 | 12.00 | 2,160.00 | 13.00 | 2,340.00 | ||
| 736-10-A | underground junction box (type d) | 4 | EACH | 12.00 | 48.00 | 10.00 | 40.00 | 12.00 | 48.00 | ||
| 736-10-B | underground junction box (type e) | 4 | EACH | 500.00 | 2,000.00 | 430.00 | 1,720.00 | 500.00 | 2,000.00 | ||
| 736-10-C | underground junction box (type f) | 3 | EACH | 650.00 | 1,950.00 | 560.00 | 1,680.00 | 600.00 | 1,800.00 | ||
| 736-10-D | underground junction box (type h) | 1 | EACH | 1,300.00 | 1,300.00 | 1,200.00 | 1,200.00 | 1,200.00 | 1,200.00 | ||
| 736-11-A | conduit (1/2" pec, schedule 80) | 45 | LNFT | 1.15 | 51.75 | 1.00 | 45.00 | 1.10 | 49.50 | ||
| 736-11-B | conduit (1" pec, schedule 80) | 620 | LNFT | 1.25 | 775.00 | 1.20 | 744.00 | 1.35 | 837.00 | ||
| 736-11-C | conduit (2" pec, schedule 80) | 165 | LNFT | 1.50 | 247.50 | 1.40 | 231.00 | 1.50 | 247.50 | ||
| 736-12-A | conductor 2c (#14 awg stranded, imsa 50-2) | 940 | LNFT | 1.30 | 1,222.00 | 1.10 | 1,034.00 | 1.15 | 1,081.00 | ||
| 736-12-B | conductor 3c,(power, 6 gauge/#6 awg) | 150 | LNFT | 4.00 | 600.00 | 3.60 | 540.00 | 4.00 | 600.00 | ||
| 736-12-C | conductor (6c, signal #14 awg) | 1,580 | LNFT | 1.60 | 2,528.00 | 1.40 | 2,212.00 | 1.50 | 2,370.00 | ||
| 740-01 | construction layout | lump | LUMP | 290,000.00 | 290,000.00 | 300,000.00 | 300,000.00 | 350,000.00 | 350,000.00 | ||
| 741-09 | adjusting water house connections | 55 | EACH | 200.00 | 11,000.00 | 400.00 | 22,000.00 | 325.00 | 17,875.00 | ||
| 741-10 | adjusting water service lines | 660 | LNFT | 5.00 | 3,300.00 | 30.00 | 19,800.00 | 18.00 | 11,880.00 | ||
| 803-05 | temporary sheeting | lump | LUMP | 6,500.00 | 6,500.00 | 1,000.00 | 1,000.00 | 110,000.00 | 110,000.00 | ||
| 805-01-A | class a concrete (pipe headwalls) | 23.85 | CUYD | 1,228.82 | 29,307.36 | 1,300.00 | 31,005.00 | 1,000.00 | 23,850.00 | ||
| 805-01-B | class a concrete (box culvert headwalls) | 47.08 | CUYD | 1,000.00 | 47,080.00 | 1,300.00 | 61,204.00 | 1,300.00 | 61,204.00 | ||
| 805-12-E | reinforced concrete box culverts (4'x 4') (3 barrels) | 198.0 | LNFT | 400.00 | 79,200.00 | 270.00 | 53,460.00 | 375.00 | 74,250.00 | ||
| 805-12-P | reinforced concrete box culverts (7'x 7') (2 barrels) | 358.0 | LNFT | 575.00 | 205,850.00 | 500.00 | 179,000.00 | 600.00 | 214,800.00 | ||
| 806-01 | deformed reinforcing steel | 4,973 | LB | 2.00 | 9,946.00 | 2.20 | 10,940.60 | 3.25 | 16,162.25 | ||
| S-001 | cleaning existing ditches | 2,000 | LNFT | 10.00 | 20,000.00 | 16.00 | 32,000.00 | 12.00 | 24,000.00 | ||
| S-003 | reinforced concrete support pads for storm drain pipe | 121.3 | SQYD | 55.00 | 6,671.50 | 90.00 | 10,917.00 | 75.00 | 9,097.50 | ||
| S-004 | video detection system | 1.0 | EACH | 4,400.00 | 4,400.00 | 4,000.00 | 4,000.00 | 4,500.00 | 4,500.00 | ||
| S-005 | video detection device and connection | 4.0 | EACH | 7,000.00 | 28,000.00 | 6,500.00 | 26,000.00 | 7,000.00 | 28,000.00 | ||
| S-006 | sawcutting of existing hardsurfacing | 16,579.0 | INFT | 1.50 | 24,868.50 | 2.00 | 33,158.00 | 1.10 | 18,236.90 | ||
| S-007 | dynamic message sign unit | 2.0 | EACH | 12,500.00 | 25,000.00 | 20,000.00 | 40,000.00 | 22,000.00 | 44,000.00 | ||
| SUBTOTAL GENERAL | 11,902,951.90 | 13,522,193.60 | 16,608,271.81 | ||||||||
| ALTERNATE A | pavement options | ||||||||||
| ALTERNATE A1 | portland cement concrete pavement | ||||||||||
| 502-01-A-01 | superpave asphaltic concrete,drives,turnouts and misc. (alternate a1) |
731.1 | TON | 150.00 | 109,665.00 | 150.00 | 109,665.00 | 0.00 | 0.00 | ||
| 502-01-01 | superpave asphaltic concrete (alternate a1) | 7,699.0 | TON | 100.00 | 769,900.00 | 100.00 | 769,900.00 | 0.00 | 0.00 | ||
| 601-01-K-01 | portland cement concrete pavement (10" thick) (alternate a1) |
98,081.4 | SQYD | 52.00 | 5,100,232.80 | 49.00 | 4,805,988.60 | 0.00 | 0.00 | ||
| 601-02-K-01 | portland cement concrete pavement (10" thick) (crossovers & turnouts) (alternate a1) |
4,870.5 | SQYD | 69.00 | 336,064.50 | 60.00 | 292,230.00 | 0.00 | 0.00 | ||
| 707-01-01 | concrete curb (alternate a1) | 13,451.6 | LNFT | 5.00 | 67,258.00 | 5.00 | 67,258.00 | 0.00 | 0.00 | ||
| S-008-01 | portland cement concrete pavement (10" thick) (0.40 water / cement ratio, 658 lb / cy type 1) (alternate a1) |
770.0 | SQYD | 70.00 | 53,900.00 | 90.00 | 69,300.00 | 0.00 | 0.00 | ||
| SUBTOTAL ALT A1 | 6,437,020.30 | 6,114,341.60 | |||||||||
| (alternate a1) | |||||||||||
| ALTERNATE A2 | superpave asphaltic concrete pavement (alternate a1) | ||||||||||
| 502-01-A-02 | superpave asphaltic concrete,drives,turnouts and misc.(alternate a2) |
3,026.1 | TON | 0.00 | 0.00 | 0.00 | 0.00 | 110.00 | 332,871.00 | ||
| 502-01-02 | superpave asphaltic concrete (alternate a2) | 62,948.9 | TON | 0.00 | 0.00 | 0.00 | 0.00 | 90.00 | 5,665,401.00 | ||
| 601-02-K-02 | portland cement concrete pavement (10" thick) (crossovers & turnouts) (alternate a2) |
721.4 | SQYD | 0.00 | 0.00 | 0.00 | 0.00 | 80.00 | 57,712.00 | ||
| 707-03-02 | combination concrete curb and gutter (alternate a2) | 13,451.6 | LNFT | 0.00 | 0.00 | 0.00 | 0.00 | 20.00 | 269,032.00 | ||
| SUBTOTAL ALT A2 | 6,325,016.00 | ||||||||||
| ITEM TOTAL (CONSTRUCTION BID) | 18,339,972.20 | 19,636,535.20 | 22,933,287.81 | ||||||||
| NUMBER OF DAYS BID AT $3,000 PER DAY. | 1,215,000.00 | 1,350,000.00 | 1,800,000.00 | ||||||||
| LIFE CYCLE COST | 366,100.00 | 366,100.00 | 1,515,600.00 | ||||||||
| TOTAL BID | 19,921,072.20 | 21,352,635.20 | 26,248,887.81 | ||||||||