| READV |
| ||
| Lead Project: 281-02-0010 | |||
| Parish: ST TAMMANY | |||
| Routes: LA 1087 | |||
| Description: CAUSEWAY - US 190 | |||
| Type Const:
grading, cold planing asph pvmt, drain struct, superpave asphaltic concrete ovly, pccp, sidewalks, landscaping, lighting, and related work | |||
| Rank | License | Bidder | Amount |
|---|---|---|---|
| 1 | 12198 | BYRON E. TALBOT CONTRACTOR, INC. | $2,918,244.82 |
| 2 | 02179 | BOH BROS. CONSTRUCTION CO., LLC. | $3,218,389.10 |
| 3 | 16378 | MCDONALD CONST. INC. OF SLIDELL | $3,245,809.80 |
| 4 | 06276 | BARRIERE CONSTRUCTION CO., LLC. | $3,526,676.00 |
| 5 | 02074 | CIRCLE, INC. | $3,549,998.99 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - BYRON E. TALBOT CONTRACTOR, INC. |
- 2 - BOH BROS. CONSTRUCTION CO., LLC. |
- 3 - MCDONALD CONST. INC. OF SLIDELL |
- 4 - BARRIERE CONSTRUCTION CO., LLC. |
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing & grubbing | lump | LUMP | 15,000.00 | 15,000.00 | 5,000.00 | 5,000.00 | 42,000.00 | 42,000.00 | 10,000.00 | 10,000.00 |
| 202-01 | removal of structures & obstructions | lump | LUMP | 20,000.00 | 20,000.00 | 25,000.00 | 25,000.00 | 20,000.00 | 20,000.00 | 80,000.00 | 80,000.00 |
| 202-02-C | removal of portland cement concrete pavement | 418 | SQYD | 6.60 | 2,758.80 | 15.00 | 6,270.00 | 10.00 | 4,180.00 | 10.00 | 4,180.00 |
| 202-02-D | removal of concrete walks & drives | 1,019 | SQYD | 5.30 | 5,400.70 | 6.00 | 6,114.00 | 5.50 | 5,604.50 | 10.00 | 10,190.00 |
| 202-02-E | removal of concrete curbs | 24.0 | LNFT | 2.50 | 60.00 | 15.00 | 360.00 | 5.00 | 120.00 | 5.00 | 120.00 |
| 202-02-G | removal of surfacing & stabilized base | 1,855.0 | SQYD | 6.30 | 11,686.50 | 6.00 | 11,130.00 | 5.00 | 9,275.00 | 5.00 | 9,275.00 |
| 202-03-A | relocation of mailbox and support | 1 | EACH | 200.00 | 200.00 | 100.00 | 100.00 | 200.00 | 200.00 | 150.00 | 150.00 |
| 202-03-B | relocation of air release valve | 1 | EACH | 400.00 | 400.00 | 2,500.00 | 2,500.00 | 2,200.00 | 2,200.00 | 1,500.00 | 1,500.00 |
| 202-03-C | relocation of gas valve | 1 | EACH | 800.00 | 800.00 | 2,200.00 | 2,200.00 | 3,500.00 | 3,500.00 | 3,000.00 | 3,000.00 |
| 203-05 | nonplastic embankment | 512 | CUYD | 11.50 | 5,888.00 | 20.00 | 10,240.00 | 12.00 | 6,144.00 | 20.00 | 10,240.00 |
| 203-06 | excavation & embankment | lump | LUMP | 98,500.00 | 98,500.00 | 40,000.00 | 40,000.00 | 45,000.00 | 45,000.00 | 80,000.00 | 80,000.00 |
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
48 | CUYD | 50.00 | 2,400.00 | 50.00 | 2,400.00 | 44.00 | 2,112.00 | 60.00 | 2,880.00 |
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 300.0 | CUYD | 37.00 | 11,100.00 | 42.00 | 12,600.00 | 48.00 | 14,400.00 | 35.00 | 10,500.00 |
| 502-01 | superpave asphaltic concrete | 6,665.8 | TON | 60.00 | 399,948.00 | 55.00 | 366,619.00 | 60.00 | 399,948.00 | 56.00 | 373,284.80 |
| 502-01-A | superpave asphaltic concrete, paved drives and turnouts |
1,337.9 | TON | 99.00 | 132,452.10 | 75.00 | 100,342.50 | 82.00 | 109,707.80 | 93.00 | 124,424.70 |
| 509-01 | cold planing asphaltic pavement | 24,929 | SQYD | 1.70 | 42,379.30 | 2.00 | 49,858.00 | 2.25 | 56,090.25 | 1.50 | 37,393.50 |
| 509-02 | contractor retained reclaimed asphaltic pavement | - 1,385 | CUYD | 3.00 | - 4,155.00 | 11.00 | - 15,235.00 | 10.00 | - 13,850.00 | 6.00 | - 8,310.00 |
| 601-01-G | portland cement concrete pavement (8" thick) | 265.0 | SQYD | 41.00 | 10,865.00 | 65.00 | 17,225.00 | 50.00 | 13,250.00 | 45.00 | 11,925.00 |
| 701-02-E | cross drain pipe arch (30" equiv. rcpa) | 94 | LNFT | 94.00 | 8,836.00 | 100.00 | 9,400.00 | 89.00 | 8,366.00 | 140.00 | 13,160.00 |
| 701-03-F | storm drain pipe (15" rcp/pcp) | 1,129 | LNFT | 29.50 | 33,305.50 | 46.00 | 51,934.00 | 42.00 | 47,418.00 | 45.00 | 50,805.00 |
| 701-03-G | storm drain pipe (18" rcp/pcp) | 2,970 | LNFT | 33.70 | 100,089.00 | 52.00 | 154,440.00 | 48.00 | 142,560.00 | 50.00 | 148,500.00 |
| 701-03-I | storm drain pipe (24" rcp/pcp) | 1,271 | LNFT | 50.80 | 64,566.80 | 60.00 | 76,260.00 | 54.00 | 68,634.00 | 80.00 | 101,680.00 |
| 701-03-K | storm drain pipe (30" rcp/pcp) | 798 | LNFT | 68.50 | 54,663.00 | 93.00 | 74,214.00 | 85.00 | 67,830.00 | 100.00 | 79,800.00 |
| 701-03-M | storm drain pipe (36" rcp/pcp) | 36 | LNFT | 100.00 | 3,600.00 | 115.00 | 4,140.00 | 105.00 | 3,780.00 | 140.00 | 5,040.00 |
| 701-03-N | storm drain pipe (42" rcp/pcp) | 20 | LNFT | 150.00 | 3,000.00 | 132.00 | 2,640.00 | 120.00 | 2,400.00 | 160.00 | 3,200.00 |
| 701-03-O | storm drain pipe (48" rcp/pcp) | 1,110 | LNFT | 140.00 | 155,400.00 | 140.00 | 155,400.00 | 125.00 | 138,750.00 | 170.00 | 188,700.00 |
| 701-04-B | storm drain pipe arch (18" equiv. rcpa) | 103 | LNFT | 45.00 | 4,635.00 | 57.00 | 5,871.00 | 52.00 | 5,356.00 | 55.00 | 5,665.00 |
| 701-04-D | storm drain pipe arch (24" equiv. rcpa) | 375 | LNFT | 52.00 | 19,500.00 | 63.00 | 23,625.00 | 57.00 | 21,375.00 | 70.00 | 26,250.00 |
| 701-04-E | storm drain pipe arch (30" equiv. rcpa) | 679 | LNFT | 77.00 | 52,283.00 | 100.00 | 67,900.00 | 92.00 | 62,468.00 | 90.00 | 61,110.00 |
| 701-04-F | storm drain pipe arch (36" equiv. rcpa) | 166 | LNFT | 101.00 | 16,766.00 | 120.00 | 19,920.00 | 110.00 | 18,260.00 | 120.00 | 19,920.00 |
| 701-04-H | storm drain pipe arch (48" equiv. rcpa) | 431 | LNFT | 135.00 | 58,185.00 | 140.00 | 60,340.00 | 128.00 | 55,168.00 | 180.00 | 77,580.00 |
| 701-05-G | side drain pipe (18") | 433 | LNFT | 34.00 | 14,722.00 | 53.00 | 22,949.00 | 48.00 | 20,784.00 | 55.00 | 23,815.00 |
| 701-07-C | yard drain pipe (8") | 849 | LNFT | 15.50 | 13,159.50 | 20.00 | 16,980.00 | 16.50 | 14,008.50 | 28.00 | 23,772.00 |
| 701-09 | fabricating pipe fittings | 2 | EACH | 2,600.00 | 5,200.00 | 3,100.00 | 6,200.00 | 2,800.00 | 5,600.00 | 3,500.00 | 7,000.00 |
| 701-14 | cleaning existing pipes | 1,005 | LNFT | 10.00 | 10,050.00 | 4.40 | 4,422.00 | 4.00 | 4,020.00 | 4.00 | 4,020.00 |
| 701-15 | concrete collar | 3 | EACH | 300.00 | 900.00 | 500.00 | 1,500.00 | 450.00 | 1,350.00 | 1,500.00 | 4,500.00 |
| 702-02-B | manholes (r-cb-11) | 12 | EACH | 1,400.00 | 16,800.00 | 3,500.00 | 42,000.00 | 3,200.00 | 38,400.00 | 3,500.00 | 42,000.00 |
| 702-02-C | manholes (r-cb-11 mod) | 12 | EACH | 2,700.00 | 32,400.00 | 4,100.00 | 49,200.00 | 3,800.00 | 45,600.00 | 3,800.00 | 45,600.00 |
| 702-03-A | catch basins (cb-01) | 81 | EACH | 2,100.00 | 170,100.00 | 2,300.00 | 186,300.00 | 2,100.00 | 170,100.00 | 3,000.00 | 243,000.00 |
| 702-03-B | catch basins (cb-02) | 12 | EACH | 3,000.00 | 36,000.00 | 3,300.00 | 39,600.00 | 3,000.00 | 36,000.00 | 4,500.00 | 54,000.00 |
| 702-03-C | catch basins (cb-06) | 6 | EACH | 2,100.00 | 12,600.00 | 4,700.00 | 28,200.00 | 4,300.00 | 25,800.00 | 3,500.00 | 21,000.00 |
| 702-03-H | catch basins (cb-05) | 59 | EACH | 850.00 | 50,150.00 | 2,000.00 | 118,000.00 | 1,800.00 | 106,200.00 | 800.00 | 47,200.00 |
| 702-03-I | catch basin (cb-sd02) | 9 | EACH | 4,100.00 | 36,900.00 | 5,200.00 | 46,800.00 | 4,800.00 | 43,200.00 | 5,000.00 | 45,000.00 |
| 702-04-A | adjusting manholes | 29 | EACH | 200.00 | 5,800.00 | 450.00 | 13,050.00 | 600.00 | 17,400.00 | 600.00 | 17,400.00 |
| 702-04-B | adjusting catch basins | 4 | EACH | 400.00 | 1,600.00 | 2,700.00 | 10,800.00 | 2,400.00 | 9,600.00 | 2,000.00 | 8,000.00 |
| 706-01-A | concrete walk (4" thick) | 4,781.8 | SQYD | 35.10 | 167,841.18 | 35.00 | 167,363.00 | 30.00 | 143,454.00 | 32.00 | 153,017.60 |
| 706-01-C | concrete walk (6" thick) | 148.9 | SQYD | 40.00 | 5,956.00 | 55.00 | 8,189.50 | 42.00 | 6,253.80 | 38.00 | 5,658.20 |
| 706-02-C | concrete drive (6" thick) | 1,558.5 | SQYD | 39.70 | 61,872.45 | 55.00 | 85,717.50 | 42.00 | 65,457.00 | 38.00 | 59,223.00 |
| 707-03 | combination concrete curb & gutter | 3,162.8 | LNFT | 14.50 | 45,860.60 | 15.00 | 47,442.00 | 28.00 | 88,558.40 | 18.00 | 56,930.40 |
| 713-01 | temporary signs & barricades | lump | LUMP | 42,000.00 | 42,000.00 | 30,000.00 | 30,000.00 | 42,000.00 | 42,000.00 | 70,000.00 | 70,000.00 |
| 713-02 | temporary pavement markings | lump | LUMP | 4,400.00 | 4,400.00 | 2,000.00 | 2,000.00 | 3,850.00 | 3,850.00 | 4,000.00 | 4,000.00 |
| 714-01 | slab sodding | 11,362 | SQYD | 4.00 | 45,448.00 | 2.50 | 28,405.00 | 3.00 | 34,086.00 | 4.00 | 45,448.00 |
| 717-01 | seeding | 100 | LB | 9.00 | 900.00 | 1.60 | 160.00 | 8.00 | 800.00 | 8.00 | 800.00 |
| 718-01 | fertilizer | 450 | LB | 27.50 | 12,375.00 | 0.32 | 144.00 | 0.40 | 180.00 | 0.25 | 112.50 |
| 719-01-A | plants (crape myrtle, 2.5" - 3.0" caliper) | 22 | EACH | 340.00 | 7,480.00 | 160.00 | 3,520.00 | 160.00 | 3,520.00 | 330.00 | 7,260.00 |
| 719-01-B | plants (redbud, 2.5" - 3.0" caliper) | 18 | EACH | 412.50 | 7,425.00 | 160.00 | 2,880.00 | 275.00 | 4,950.00 | 380.00 | 6,840.00 |
| 719-01-C | plants (drake elm, 3.0" - 3.5" caliper) | 23 | EACH | 510.00 | 11,730.00 | 300.00 | 6,900.00 | 318.00 | 7,314.00 | 500.00 | 11,500.00 |
| 719-01-D | plants (daylily, 1 gal) | 1,274 | EACH | 6.90 | 8,790.60 | 5.00 | 6,370.00 | 3.50 | 4,459.00 | 6.50 | 8,281.00 |
| 719-01-E | plants (coral bells azalea, 3 gal) | 55 | EACH | 12.40 | 682.00 | 13.00 | 715.00 | 14.00 | 770.00 | 12.00 | 660.00 |
| 719-01-F | plants (dwarf barberry, 3 gal) | 547 | EACH | 13.75 | 7,521.25 | 13.00 | 7,111.00 | 12.90 | 7,056.30 | 13.00 | 7,111.00 |
| 719-01-G | plants (helleri holly, 3 gal) | 442 | EACH | 13.75 | 6,077.50 | 13.00 | 5,746.00 | 12.90 | 5,701.80 | 13.00 | 5,746.00 |
| 719-01-H | plants (indian hawthorn, 3 gal) | 954 | EACH | 13.75 | 13,117.50 | 13.00 | 12,402.00 | 10.75 | 10,255.50 | 13.00 | 12,402.00 |
| 719-01-I | plants (sago palm, 15 gal) | 19 | EACH | 165.00 | 3,135.00 | 50.00 | 950.00 | 200.00 | 3,800.00 | 150.00 | 2,850.00 |
| 719-01-J | plants (big blue liriope, 1 gal) | 2,189 | EACH | 3.85 | 8,427.65 | 3.00 | 6,567.00 | 2.25 | 4,925.25 | 3.50 | 7,661.50 |
| 719-01-K | plants (liriope, 4" containers) | 2,743 | EACH | 1.45 | 3,977.35 | 1.50 | 4,114.50 | 1.40 | 3,840.20 | 1.30 | 3,565.90 |
| 719-02 | top dressing mulch ( 4" depth) | 2,195 | SQYD | 3.30 | 7,243.50 | 4.00 | 8,780.00 | 4.20 | 9,219.00 | 3.00 | 6,585.00 |
| 719-03-A | bed preparation (12" depth) | 2,195 | SQYD | 11.00 | 24,145.00 | 1.50 | 3,292.50 | 5.00 | 10,975.00 | 10.00 | 21,950.00 |
| 722-01 | project site laboratory | 1 | EACH | 6,000.00 | 6,000.00 | 20,000.00 | 20,000.00 | 8,500.00 | 8,500.00 | 25,000.00 | 25,000.00 |
| 724-01-B | pavement patching (12" minimum thickness) | 1,001 | SQYD | 53.00 | 53,053.00 | 65.00 | 65,065.00 | 71.00 | 71,071.00 | 50.00 | 50,050.00 |
| 724-02 | pavement widening | 2,691.0 | SQYD | 34.00 | 91,494.00 | 40.00 | 107,640.00 | 44.00 | 118,404.00 | 32.00 | 86,112.00 |
| 726-01 | bedding material | 77.3 | CUYD | 50.00 | 3,865.00 | 65.00 | 5,024.50 | 62.00 | 4,792.60 | 80.00 | 6,184.00 |
| 727-01 | mobilization | lump | LUMP | 215,000.00 | 215,000.00 | 237,000.00 | 237,000.00 | 200,000.00 | 200,000.00 | 280,000.00 | 280,000.00 |
| 730-05 | light pole (20 feet long, concrete) | 43 | EACH | 2,425.00 | 104,275.00 | 2,700.00 | 116,100.00 | 2,500.00 | 107,500.00 | 2,400.00 | 103,200.00 |
| 730-07 | luminaire (175 watt metal halide) | 43 | EACH | 1,170.00 | 50,310.00 | 1,500.00 | 64,500.00 | 1,990.00 | 85,570.00 | 1,100.00 | 47,300.00 |
| 730-08 | electrical service point (120v) | 1 | EACH | 4,270.00 | 4,270.00 | 7,000.00 | 7,000.00 | 6,600.00 | 6,600.00 | 4,000.00 | 4,000.00 |
| 731-02 | reflectorized raised pavement markers | 265 | EACH | 5.60 | 1,484.00 | 5.10 | 1,351.50 | 5.50 | 1,457.50 | 5.50 | 1,457.50 |
| 732-02-A | plastic pavement striping (solid line) (4" width) | 3.992 | MILE | 2,170.00 | 8,662.64 | 2,000.00 | 7,984.00 | 2,000.00 | 7,984.00 | 2,000.00 | 7,984.00 |
| 732-03-A | plastic pavement striping (broken line)(4" width) | 1.996 | MILE | 900.00 | 1,796.40 | 850.00 | 1,696.60 | 900.00 | 1,796.40 | 900.00 | 1,796.40 |
| 732-04-E | plastic pavement legends & symbols (school crossing) | 1 | EACH | 480.00 | 480.00 | 450.00 | 450.00 | 550.00 | 550.00 | 500.00 | 500.00 |
| 735-01 | mailboxes | 70 | ea | 2.00 | 140.00 | 1.00 | 70.00 | 75.00 | 5,250.00 | 1.00 | 70.00 |
| 735-02 | mailbox supports (single) | 70 | ea | 105.00 | 7,350.00 | 110.00 | 7,700.00 | 115.00 | 8,050.00 | 100.00 | 7,000.00 |
| 740-01 | construction layout | lump | LUMP | 26,000.00 | 26,000.00 | 20,000.00 | 20,000.00 | 60,000.00 | 60,000.00 | 80,000.00 | 80,000.00 |
| 741-09 | adjusting water house connections | 15 | EACH | 260.00 | 3,900.00 | 220.00 | 3,300.00 | 200.00 | 3,000.00 | 400.00 | 6,000.00 |
| 741-10 | adjusting water service lines | 150 | LNFT | 2.50 | 375.00 | 11.00 | 1,650.00 | 10.00 | 1,500.00 | 100.00 | 15,000.00 |
| 741-11 | adjusting water valve and meter box | 5 | EACH | 100.00 | 500.00 | 110.00 | 550.00 | 100.00 | 500.00 | 400.00 | 2,000.00 |
| 742-01-A | sanitary sewer pipe (4") (pvc) | 80 | LNFT | 6.00 | 480.00 | 28.00 | 2,240.00 | 25.00 | 2,000.00 | 50.00 | 4,000.00 |
| 742-01-B | sanitary sewer pipe (8") (ductile iron) | 48 | LNFT | 25.00 | 1,200.00 | 55.00 | 2,640.00 | 50.00 | 2,400.00 | 50.00 | 2,400.00 |
| 742-02 | adjusting sanitary sewer house connections | 15 | EACH | 270.00 | 4,050.00 | 330.00 | 4,950.00 | 300.00 | 4,500.00 | 900.00 | 13,500.00 |
| 742-03 | adjusting sanitary sewer service lines | 150 | LNFT | 5.00 | 750.00 | 28.00 | 4,200.00 | 25.00 | 3,750.00 | 35.00 | 5,250.00 |
| 742-04 | casing (8" steel with 0.25" wall thickness) | 80 | LNFT | 32.00 | 2,560.00 | 90.00 | 7,200.00 | 80.00 | 6,400.00 | 60.00 | 4,800.00 |
| S-001 | drip irrigation system | lump | lump | 33,000.00 | 33,000.00 | 32,000.00 | 32,000.00 | 85,000.00 | 85,000.00 | 30,000.00 | 30,000.00 |
| S-002 | tree trimming & root pruning | lump | lump | 13,000.00 | 13,000.00 | 8,500.00 | 8,500.00 | 28,500.00 | 28,500.00 | 30,000.00 | 30,000.00 |
| S-003 | paved gutter drain | 28 | EACH | 150.00 | 4,200.00 | 2,000.00 | 56,000.00 | 500.00 | 14,000.00 | 1,500.00 | 42,000.00 |
| S-004 | electrical lines (e1 and e2) (1 1/2" direct buried pvc conduit with 2 #4, & 1 #8g) |
5,000 | LNFT | 9.35 | 46,750.00 | 12.00 | 60,000.00 | 9.00 | 45,000.00 | 9.00 | 45,000.00 |
| CONTRACTOR TOTAL | 2,918,244.82 | 3,218,389.10 | 3,245,809.80 | 3,526,676.00 | |||||||
| Item Number | Item Description | Quantity | Unit of Measure | - 5 - CIRCLE, INC. |
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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 | 42,919.77 | 42,919.77 | ||||||
| 202-01 | removal of structures & obstructions | lump | LUMP | 26,300.00 | 26,300.00 | ||||||
| 202-02-C | removal of portland cement concrete pavement | 418 | SQYD | 18.00 | 7,524.00 | ||||||
| 202-02-D | removal of concrete walks & drives | 1,019 | SQYD | 11.00 | 11,209.00 | ||||||
| 202-02-E | removal of concrete curbs | 24.0 | LNFT | 4.00 | 96.00 | ||||||
| 202-02-G | removal of surfacing & stabilized base | 1,855.0 | SQYD | 18.00 | 33,390.00 | ||||||
| 202-03-A | relocation of mailbox and support | 1 | EACH | 60.00 | 60.00 | ||||||
| 202-03-B | relocation of air release valve | 1 | EACH | 2,000.00 | 2,000.00 | ||||||
| 202-03-C | relocation of gas valve | 1 | EACH | 3,000.00 | 3,000.00 | ||||||
| 203-05 | nonplastic embankment | 512 | CUYD | 12.50 | 6,400.00 | ||||||
| 203-06 | excavation & embankment | lump | LUMP | 45,000.00 | 45,000.00 | ||||||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
48 | CUYD | 50.00 | 2,400.00 | ||||||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 300.0 | CUYD | 43.00 | 12,900.00 | ||||||
| 502-01 | superpave asphaltic concrete | 6,665.8 | TON | 65.65 | 437,609.77 | ||||||
| 502-01-A | superpave asphaltic concrete, paved drives and turnouts |
1,337.9 | TON | 100.00 | 133,790.00 | ||||||
| 509-01 | cold planing asphaltic pavement | 24,929 | SQYD | 2.10 | 52,350.90 | ||||||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 1,385 | CUYD | 6.00 | - 8,310.00 | ||||||
| 601-01-G | portland cement concrete pavement (8" thick) | 265.0 | SQYD | 85.00 | 22,525.00 | ||||||
| 701-02-E | cross drain pipe arch (30" equiv. rcpa) | 94 | LNFT | 94.00 | 8,836.00 | ||||||
| 701-03-F | storm drain pipe (15" rcp/pcp) | 1,129 | LNFT | 45.00 | 50,805.00 | ||||||
| 701-03-G | storm drain pipe (18" rcp/pcp) | 2,970 | LNFT | 53.00 | 157,410.00 | ||||||
| 701-03-I | storm drain pipe (24" rcp/pcp) | 1,271 | LNFT | 73.00 | 92,783.00 | ||||||
| 701-03-K | storm drain pipe (30" rcp/pcp) | 798 | LNFT | 91.00 | 72,618.00 | ||||||
| 701-03-M | storm drain pipe (36" rcp/pcp) | 36 | LNFT | 125.00 | 4,500.00 | ||||||
| 701-03-N | storm drain pipe (42" rcp/pcp) | 20 | LNFT | 206.00 | 4,120.00 | ||||||
| 701-03-O | storm drain pipe (48" rcp/pcp) | 1,110 | LNFT | 213.00 | 236,430.00 | ||||||
| 701-04-B | storm drain pipe arch (18" equiv. rcpa) | 103 | LNFT | 59.00 | 6,077.00 | ||||||
| 701-04-D | storm drain pipe arch (24" equiv. rcpa) | 375 | LNFT | 75.00 | 28,125.00 | ||||||
| 701-04-E | storm drain pipe arch (30" equiv. rcpa) | 679 | LNFT | 97.00 | 65,863.00 | ||||||
| 701-04-F | storm drain pipe arch (36" equiv. rcpa) | 166 | LNFT | 131.00 | 21,746.00 | ||||||
| 701-04-H | storm drain pipe arch (48" equiv. rcpa) | 431 | LNFT | 200.00 | 86,200.00 | ||||||
| 701-05-G | side drain pipe (18") | 433 | LNFT | 51.00 | 22,083.00 | ||||||
| 701-07-C | yard drain pipe (8") | 849 | LNFT | 12.00 | 10,188.00 | ||||||
| 701-09 | fabricating pipe fittings | 2 | EACH | 2,200.00 | 4,400.00 | ||||||
| 701-14 | cleaning existing pipes | 1,005 | LNFT | 11.00 | 11,055.00 | ||||||
| 701-15 | concrete collar | 3 | EACH | 1,500.00 | 4,500.00 | ||||||
| 702-02-B | manholes (r-cb-11) | 12 | EACH | 2,800.00 | 33,600.00 | ||||||
| 702-02-C | manholes (r-cb-11 mod) | 12 | EACH | 4,050.00 | 48,600.00 | ||||||
| 702-03-A | catch basins (cb-01) | 81 | EACH | 2,782.00 | 225,342.00 | ||||||
| 702-03-B | catch basins (cb-02) | 12 | EACH | 2,950.00 | 35,400.00 | ||||||
| 702-03-C | catch basins (cb-06) | 6 | EACH | 3,500.00 | 21,000.00 | ||||||
| 702-03-H | catch basins (cb-05) | 59 | EACH | 900.00 | 53,100.00 | ||||||
| 702-03-I | catch basin (cb-sd02) | 9 | EACH | 3,700.00 | 33,300.00 | ||||||
| 702-04-A | adjusting manholes | 29 | EACH | 725.00 | 21,025.00 | ||||||
| 702-04-B | adjusting catch basins | 4 | EACH | 1,100.00 | 4,400.00 | ||||||
| 706-01-A | concrete walk (4" thick) | 4,781.8 | SQYD | 50.00 | 239,090.00 | ||||||
| 706-01-C | concrete walk (6" thick) | 148.9 | SQYD | 61.25 | 9,120.12 | ||||||
| 706-02-C | concrete drive (6" thick) | 1,558.5 | SQYD | 65.10 | 101,458.35 | ||||||
| 707-03 | combination concrete curb & gutter | 3,162.8 | LNFT | 11.20 | 35,423.36 | ||||||
| 713-01 | temporary signs & barricades | lump | LUMP | 79,000.00 | 79,000.00 | ||||||
| 713-02 | temporary pavement markings | lump | LUMP | 7,250.00 | 7,250.00 | ||||||
| 714-01 | slab sodding | 11,362 | SQYD | 5.00 | 56,810.00 | ||||||
| 717-01 | seeding | 100 | LB | 8.00 | 800.00 | ||||||
| 718-01 | fertilizer | 450 | LB | 1.00 | 450.00 | ||||||
| 719-01-A | plants (crape myrtle, 2.5" - 3.0" caliper) | 22 | EACH | 375.00 | 8,250.00 | ||||||
| 719-01-B | plants (redbud, 2.5" - 3.0" caliper) | 18 | EACH | 450.00 | 8,100.00 | ||||||
| 719-01-C | plants (drake elm, 3.0" - 3.5" caliper) | 23 | EACH | 558.00 | 12,834.00 | ||||||
| 719-01-D | plants (daylily, 1 gal) | 1,274 | EACH | 7.50 | 9,555.00 | ||||||
| 719-01-E | plants (coral bells azalea, 3 gal) | 55 | EACH | 13.50 | 742.50 | ||||||
| 719-01-F | plants (dwarf barberry, 3 gal) | 547 | EACH | 15.00 | 8,205.00 | ||||||
| 719-01-G | plants (helleri holly, 3 gal) | 442 | EACH | 15.00 | 6,630.00 | ||||||
| 719-01-H | plants (indian hawthorn, 3 gal) | 954 | EACH | 15.00 | 14,310.00 | ||||||
| 719-01-I | plants (sago palm, 15 gal) | 19 | EACH | 180.00 | 3,420.00 | ||||||
| 719-01-J | plants (big blue liriope, 1 gal) | 2,189 | EACH | 4.25 | 9,303.25 | ||||||
| 719-01-K | plants (liriope, 4" containers) | 2,743 | EACH | 1.60 | 4,388.80 | ||||||
| 719-02 | top dressing mulch ( 4" depth) | 2,195 | SQYD | 3.60 | 7,902.00 | ||||||
| 719-03-A | bed preparation (12" depth) | 2,195 | SQYD | 12.00 | 26,340.00 | ||||||
| 722-01 | project site laboratory | 1 | EACH | 12,000.00 | 12,000.00 | ||||||
| 724-01-B | pavement patching (12" minimum thickness) | 1,001 | SQYD | 53.00 | 53,053.00 | ||||||
| 724-02 | pavement widening | 2,691.0 | SQYD | 18.00 | 48,438.00 | ||||||
| 726-01 | bedding material | 77.3 | CUYD | 45.00 | 3,478.50 | ||||||
| 727-01 | mobilization | lump | LUMP | 110,000.00 | 110,000.00 | ||||||
| 730-05 | light pole (20 feet long, concrete) | 43 | EACH | 2,770.00 | 119,110.00 | ||||||
| 730-07 | luminaire (175 watt metal halide) | 43 | EACH | 1,300.00 | 55,900.00 | ||||||
| 730-08 | electrical service point (120v) | 1 | EACH | 6,500.00 | 6,500.00 | ||||||
| 731-02 | reflectorized raised pavement markers | 265 | EACH | 6.15 | 1,629.75 | ||||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 3.992 | MILE | 2,390.00 | 9,540.88 | ||||||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 1.996 | MILE | 990.00 | 1,976.04 | ||||||
| 732-04-E | plastic pavement legends & symbols (school crossing) | 1 | EACH | 530.00 | 530.00 | ||||||
| 735-01 | mailboxes | 70 | ea | 6.00 | 420.00 | ||||||
| 735-02 | mailbox supports (single) | 70 | ea | 126.00 | 8,820.00 | ||||||
| 740-01 | construction layout | lump | LUMP | 96,000.00 | 96,000.00 | ||||||
| 741-09 | adjusting water house connections | 15 | EACH | 550.00 | 8,250.00 | ||||||
| 741-10 | adjusting water service lines | 150 | LNFT | 14.00 | 2,100.00 | ||||||
| 741-11 | adjusting water valve and meter box | 5 | EACH | 420.00 | 2,100.00 | ||||||
| 742-01-A | sanitary sewer pipe (4") (pvc) | 80 | LNFT | 12.50 | 1,000.00 | ||||||
| 742-01-B | sanitary sewer pipe (8") (ductile iron) | 48 | LNFT | 60.00 | 2,880.00 | ||||||
| 742-02 | adjusting sanitary sewer house connections | 15 | EACH | 470.00 | 7,050.00 | ||||||
| 742-03 | adjusting sanitary sewer service lines | 150 | LNFT | 29.00 | 4,350.00 | ||||||
| 742-04 | casing (8" steel with 0.25" wall thickness) | 80 | LNFT | 14.00 | 1,120.00 | ||||||
| S-001 | drip irrigation system | lump | lump | 39,700.00 | 39,700.00 | ||||||
| S-002 | tree trimming & root pruning | lump | lump | 32,000.00 | 32,000.00 | ||||||
| S-003 | paved gutter drain | 28 | EACH | 1,000.00 | 28,000.00 | ||||||
| S-004 | electrical lines (e1 and e2) (1 1/2" direct buried pvc conduit with 2 #4, & 1 #8g) |
5,000 | LNFT | 10.00 | 50,000.00 | ||||||
| CONTRACTOR TOTAL | 3,549,998.99 | ||||||||||