| |||
| DBE GOAL FED | |||
| Lead Project: 149-01-0012 | |||
| Parish: RAPIDES | |||
| Routes: LA 623 | |||
| Description: HICKORY HILL EXTENSION | |||
| Type Const:
grading, drainage structures, class ii base course, superpave asphaltic concrete pavement, pcc pavement, precast concrete girder bridge and related work | |||
| Estimated Construction Cost: $10,132,608.35 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 34567 | JAMES CONSTRUCTION GROUP LLC | $7,829,259.09 |
| 2 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $8,290,939.03 |
| 3 | 39462 | JB JAMES CONSTRUCTION LLC | $8,620,180.78 |
| 4 | 14422 | T. L. WALLACE CONSTRUCTION, INC. | $8,915,428.01 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - JAMES CONSTRUCTION GROUP LLC |
- 2 - GILCHRIST CONSTRUCTION CO. LLC |
- 3 - JB JAMES CONSTRUCTION LLC |
- 4 - T. L. WALLACE CONSTRUCTION, INC. |
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing & grubbing | lump | LUMP | 500,000.00 | 500,000.00 | 225,000.00 | 225,000.00 | 600,000.00 | 600,000.00 | 135,000.00 | 135,000.00 |
| 202-01 | removal of structures & obstructions | lump | LUMP | 90,000.00 | 90,000.00 | 25,000.00 | 25,000.00 | 52,000.00 | 52,000.00 | 35,000.00 | 35,000.00 |
| 202-02-D | removal of concrete walks & drives | 1,243 | SQYD | 6.00 | 7,458.00 | 8.00 | 9,944.00 | 10.00 | 12,430.00 | 3.00 | 3,729.00 |
| 202-02-F | removal of combination curb & gutter | 202.0 | LNFT | 5.00 | 1,010.00 | 14.00 | 2,828.00 | 7.00 | 1,414.00 | 3.75 | 757.50 |
| 202-02-G | removal of surfacing & stabilized base | 7,394.7 | SQYD | 1.10 | 8,134.17 | 7.00 | 51,762.90 | 3.40 | 25,141.98 | 5.00 | 36,973.50 |
| 202-02-01 | removal of building (wood frame residence on piers; lt.of sta.117+56; 25'x 40' |
1 | EACH | 1,800.00 | 1,800.00 | 100.00 | 100.00 | 1.00 | 1.00 | 5,000.00 | 5,000.00 |
| 202-02-02 | removal of building (wood frame shed on dirt; lt. of sta. 118+00;10'x10') |
1 | EACH | 150.00 | 150.00 | 100.00 | 100.00 | 1.00 | 1.00 | 600.00 | 600.00 |
| 202-02-03 | removal of building (wood frame residence on piers;lt. of sta.122+00; 35'x50') |
1 | EACH | 3,000.00 | 3,000.00 | 100.00 | 100.00 | 1.00 | 1.00 | 5,000.00 | 5,000.00 |
| 202-02-04 | removal of building (wood frame garage on dirt;lt. of sta.122+25; 20'x 28') |
1 | EACH | 800.00 | 800.00 | 100.00 | 100.00 | 1.00 | 1.00 | 1,500.00 | 1,500.00 |
| 202-02-05 | removal of sign (rt. of sta. 52+50; 1'x2' metal drug free zone sign) |
1 | EACH | 50.00 | 50.00 | 50.00 | 50.00 | 1.00 | 1.00 | 50.00 | 50.00 |
| 202-02-06 | removal of sign (rt. of sta. 52+50; 1'x 2' metal fire arm free zone sign) |
1 | EACH | 50.00 | 50.00 | 50.00 | 50.00 | 1.00 | 1.00 | 50.00 | 50.00 |
| 202-02-07 | removal of sign (rt. of sta. 52+55; 8' x 10' on slab foundation) |
1 | EACH | 400.00 | 400.00 | 50.00 | 50.00 | 1.00 | 1.00 | 1,500.00 | 1,500.00 |
| 202-02-08 | removal of sign (rt. of sta. 52+60; 1'x 2' metal no parking sign) |
1 | EACH | 50.00 | 50.00 | 50.00 | 50.00 | 1.00 | 1.00 | 50.00 | 50.00 |
| 202-02-09 | removal of sign (lt. of sta. 141+60; 1' x 2' metal sign) |
1 | EACH | 50.00 | 50.00 | 50.00 | 50.00 | 1.00 | 1.00 | 50.00 | 50.00 |
| 203-01 | general excavation | 8,674 | CUYD | 6.00 | 52,044.00 | 7.25 | 62,886.50 | 12.00 | 104,088.00 | 7.25 | 62,886.50 |
| 203-03 | embankment | 33,719 | CUYD | 12.00 | 404,628.00 | 17.25 | 581,652.75 | 15.00 | 505,785.00 | 17.75 | 598,512.25 |
| 204-02 | temporary hay or straw bales | 200 | EACH | 15.00 | 3,000.00 | 22.00 | 4,400.00 | 10.00 | 2,000.00 | 21.25 | 4,250.00 |
| 204-03 | temporary slope drains | 400 | LNFT | 12.00 | 4,800.00 | 15.00 | 6,000.00 | 20.00 | 8,000.00 | 4.75 | 1,900.00 |
| 204-05-A | temporary sediment check dams (hay) | 3 | EACH | 170.00 | 510.00 | 400.00 | 1,200.00 | 150.00 | 450.00 | 176.50 | 529.50 |
| 204-05-B | temporary sediment check dams (stone) | 2 | EACH | 315.00 | 630.00 | 650.00 | 1,300.00 | 800.00 | 1,600.00 | 1,265.00 | 2,530.00 |
| 204-06 | temporary silt fencing | 4,000 | LNFT | 2.40 | 9,600.00 | 2.00 | 8,000.00 | 2.00 | 8,000.00 | 1.75 | 7,000.00 |
| 204-07 | temporary stone construction entrance | 2 | EACH | 4,000.00 | 8,000.00 | 2,500.00 | 5,000.00 | 2,500.00 | 5,000.00 | 5,882.00 | 11,764.00 |
| 302-02-C | class ii base course (8" thick) | 18,327.7 | SQYD | 20.00 | 366,554.00 | 20.00 | 366,554.00 | 22.00 | 403,209.40 | 33.00 | 604,814.10 |
| 302-02-D | class ii base course (8 1/2" thick) | 4,038.7 | SQYD | 23.00 | 92,890.10 | 22.00 | 88,851.40 | 24.00 | 96,928.80 | 34.25 | 138,325.48 |
| 304-01 | lime | 259.80 | TON | 165.00 | 42,867.00 | 100.00 | 25,980.00 | 150.00 | 38,970.00 | 200.00 | 51,960.00 |
| 304-04-D | lime treatment (type d)(12" thick) | 18,328 | SQYD | 1.00 | 18,328.00 | 2.00 | 36,656.00 | 1.50 | 27,492.00 | 4.75 | 87,058.00 |
| 401-01 | aggregate surface course(net section) | 123.2 | CUYD | 40.00 | 4,928.00 | 90.00 | 11,088.00 | 80.00 | 9,856.00 | 176.50 | 21,744.80 |
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 1,000.0 | CUYD | 26.00 | 26,000.00 | 30.00 | 30,000.00 | 60.00 | 60,000.00 | 64.75 | 64,750.00 |
| 502-01 | superpave asphaltic concrete | 563.5 | TON | 108.00 | 60,858.00 | 135.00 | 76,072.50 | 130.00 | 73,255.00 | 159.00 | 89,596.50 |
| 502-01-A | superpave asphaltic concrete drives, turnouts and miscellaneous |
94.5 | TON | 136.00 | 12,852.00 | 300.00 | 28,350.00 | 250.00 | 23,625.00 | 235.50 | 22,254.75 |
| 601-01-K | portland cement concrete pavement (10" thick) | 14,797.0 | SQYD | 63.00 | 932,211.00 | 65.00 | 961,805.00 | 60.00 | 887,820.00 | 64.00 | 947,008.00 |
| 601-02-K | portland cement concrete pavement (10" thick) (crossovers & turnouts) |
2,770.3 | SQYD | 75.00 | 207,772.50 | 95.00 | 263,178.50 | 70.00 | 193,921.00 | 90.50 | 250,712.15 |
| 601-04 | portland cement concrete pavement coring | 30 | EACH | 90.00 | 2,700.00 | 130.00 | 3,900.00 | 100.00 | 3,000.00 | 77.25 | 2,317.50 |
| 701-01-I | cross drain pipe (24" rcp/pcp) | 48 | LNFT | 117.00 | 5,616.00 | 200.00 | 9,600.00 | 110.00 | 5,280.00 | 147.25 | 7,068.00 |
| 701-01-K | cross drain pipe (30" rcp/pcp) | 49 | LNFT | 144.00 | 7,056.00 | 225.00 | 11,025.00 | 130.00 | 6,370.00 | 194.25 | 9,518.25 |
| 701-03-F | storm drain pipe (15" rcp/pcp) | 4,257 | LNFT | 42.00 | 178,794.00 | 62.00 | 263,934.00 | 49.00 | 208,593.00 | 80.00 | 340,560.00 |
| 701-03-G | storm drain pipe (18" rcp/pcp) | 1,619 | LNFT | 47.00 | 76,093.00 | 72.00 | 116,568.00 | 55.00 | 89,045.00 | 86.00 | 139,234.00 |
| 701-03-I | storm drain pipe (24" rcp/pcp) | 127 | LNFT | 67.00 | 8,509.00 | 88.00 | 11,176.00 | 80.00 | 10,160.00 | 100.00 | 12,700.00 |
| 701-03-K | storm drain pipe (30" rcp/pcp) | 153 | LNFT | 82.00 | 12,546.00 | 125.00 | 19,125.00 | 95.00 | 14,535.00 | 129.50 | 19,813.50 |
| 701-03-M-01 | storm drain pipe (36" pcp)(outfall) | 10 | LNFT | 120.00 | 1,200.00 | 250.00 | 2,500.00 | 200.00 | 2,000.00 | 206.00 | 2,060.00 |
| 702-03-A | catch basins (cb-01) | 23 | EACH | 2,430.00 | 55,890.00 | 2,800.00 | 64,400.00 | 2,500.00 | 57,500.00 | 3,883.00 | 89,309.00 |
| 702-03-B | catch basins (cb-02) | 1 | EACH | 5,540.00 | 5,540.00 | 3,000.00 | 3,000.00 | 3,800.00 | 3,800.00 | 6,471.00 | 6,471.00 |
| 702-03-C | catch basins (cb-06) | 33 | EACH | 4,800.00 | 158,400.00 | 4,000.00 | 132,000.00 | 4,000.00 | 132,000.00 | 6,471.00 | 213,543.00 |
| 702-03-D | catch basins (cb-07) | 11 | EACH | 5,200.00 | 57,200.00 | 5,500.00 | 60,500.00 | 4,500.00 | 49,500.00 | 7,647.00 | 84,117.00 |
| 702-03-F | catch basins (cb-08) | 11 | EACH | 9,660.00 | 106,260.00 | 8,500.00 | 93,500.00 | 6,000.00 | 66,000.00 | 9,176.00 | 100,936.00 |
| 702-03-G | catch basins (cb-09) | 1 | EACH | 4,960.00 | 4,960.00 | 8,600.00 | 8,600.00 | 4,000.00 | 4,000.00 | 7,294.00 | 7,294.00 |
| 705-01 | barbed wire fence | 165 | LNFT | 8.75 | 1,443.75 | 8.00 | 1,320.00 | 9.00 | 1,485.00 | 7.25 | 1,196.25 |
| 705-06-A | chain link fence (4-foot height) | 1,448 | LNFT | 24.00 | 34,752.00 | 21.00 | 30,408.00 | 24.00 | 34,752.00 | 21.25 | 30,770.00 |
| 705-06-B | chain link fence (5-foot height) | 90 | LNFT | 26.00 | 2,340.00 | 25.00 | 2,250.00 | 26.00 | 2,340.00 | 23.75 | 2,137.50 |
| 705-06-C | chain link fence (6-foot height) | 487 | LNFT | 32.00 | 15,584.00 | 30.00 | 14,610.00 | 32.00 | 15,584.00 | 28.25 | 13,757.75 |
| 705-06-D | chain link fence (7-foot height) | 652 | LNFT | 73.00 | 47,596.00 | 32.00 | 20,864.00 | 70.00 | 45,640.00 | 33.00 | 21,516.00 |
| 705-07-A | 4-foot single gates for chain link fence (4-foot height) |
1 | EACH | 950.00 | 950.00 | 800.00 | 800.00 | 1,000.00 | 1,000.00 | 588.25 | 588.25 |
| 705-08-A | 8-foot double gates for chain link fence (4-foot height) |
2 | DBGT | 1,450.00 | 2,900.00 | 1,000.00 | 2,000.00 | 1,500.00 | 3,000.00 | 941.25 | 1,882.50 |
| 705-09-A | rebuilt fence (wooden 5-foot height) | 311 | LNFT | 20.00 | 6,220.00 | 35.00 | 10,885.00 | 20.00 | 6,220.00 | 29.50 | 9,174.50 |
| 705-09-B | rebuilt fence (pipe 2-foot height) | 219 | LNFT | 15.00 | 3,285.00 | 58.00 | 12,702.00 | 15.00 | 3,285.00 | 59.00 | 12,921.00 |
| 706-01-A | concrete walk (4" thick) | 4,237.6 | SQYD | 41.00 | 173,741.60 | 45.00 | 190,692.00 | 40.00 | 169,504.00 | 37.00 | 156,791.20 |
| 706-02-C | concrete drive (6" thick) | 1,714.7 | SQYD | 45.00 | 77,161.50 | 70.00 | 120,029.00 | 50.00 | 85,735.00 | 54.00 | 92,593.80 |
| 706-04 | handicapped curb ramps | 12.0 | EACH | 675.00 | 8,100.00 | 800.00 | 9,600.00 | 1,000.00 | 12,000.00 | 965.50 | 11,586.00 |
| 707-01 | concrete curb | 6,697.3 | LNFT | 1.00 | 6,697.30 | 6.25 | 41,858.13 | 6.00 | 40,183.80 | 8.50 | 56,927.05 |
| 708-01 | right-of-way monument | 62 | EACH | 204.55 | 12,682.35 | 350.00 | 21,700.00 | 200.00 | 12,400.00 | 223.75 | 13,872.50 |
| 712-01-A | concrete cast-in-place revetment (4" thick) | 645 | SQYD | 70.00 | 45,150.00 | 72.00 | 46,440.00 | 65.00 | 41,925.00 | 79.50 | 51,277.50 |
| 713-01 | temporary signs & barricades | lump | LUMP | 30,000.00 | 30,000.00 | 180,000.00 | 180,000.00 | 150,000.00 | 150,000.00 | 16,000.00 | 16,000.00 |
| 713-02-A | temporary pavement markings (4" width) | 21,100 | LNFT | 0.25 | 5,275.00 | 0.25 | 5,275.00 | 0.25 | 5,275.00 | 0.30 | 6,330.00 |
| 716-01-A | mulch (vegetative) | 14.00 | TON | 490.00 | 6,860.00 | 500.00 | 7,000.00 | 500.00 | 7,000.00 | 530.00 | 7,420.00 |
| 717-01 | seeding | 140 | LB | 7.00 | 980.00 | 10.00 | 1,400.00 | 7.00 | 980.00 | 10.00 | 1,400.00 |
| 718-01 | fertilizer | 1,050 | LB | 0.80 | 840.00 | 0.80 | 840.00 | 0.80 | 840.00 | 0.40 | 420.00 |
| 722-01 | project site laboratory | 1 | EACH | 15,000.00 | 15,000.00 | 35,000.00 | 35,000.00 | 10,000.00 | 10,000.00 | 13,500.00 | 13,500.00 |
| 726-01 | bedding material | 300.0 | CUYD | 74.90 | 22,472.82 | 120.00 | 36,000.00 | 70.00 | 21,000.00 | 105.00 | 31,500.00 |
| 727-01 | mobilization | lump | LUMP | 720,000.00 | 720,000.00 | 820,000.00 | 820,000.00 | 890,000.00 | 890,000.00 | 800,000.00 | 800,000.00 |
| 729-01 | sign (type a) | 12.5 | SQFT | 40.00 | 500.00 | 45.00 | 562.50 | 80.00 | 1,000.00 | 47.25 | 590.63 |
| 729-16-C | object marker assembly (type 3) | 2 | EACH | 75.00 | 150.00 | 95.00 | 190.00 | 100.00 | 200.00 | 88.25 | 176.50 |
| 729-19-B | dead end road installations(type b)(turn installations) | 2 | EACH | 2,200.00 | 4,400.00 | 3,500.00 | 7,000.00 | 2,500.00 | 5,000.00 | 2,600.00 | 5,200.00 |
| 731-02 | reflectorized raised pavement markers | 375 | EACH | 5.00 | 1,875.00 | 5.80 | 2,175.00 | 5.00 | 1,875.00 | 6.00 | 2,250.00 |
| 732-01-C | plastic pavement striping (8" width) | 1,261 | LNFT | 1.00 | 1,261.00 | 1.25 | 1,576.25 | 1.00 | 1,261.00 | 1.25 | 1,576.25 |
| 732-01-D | plastic pavement striping (12" width) | 363 | LNFT | 1.50 | 544.50 | 2.20 | 798.60 | 1.50 | 544.50 | 2.00 | 726.00 |
| 732-01-E | plastic pavement striping (24" width) | 191 | LNFT | 3.00 | 573.00 | 4.50 | 859.50 | 3.00 | 573.00 | 3.75 | 716.25 |
| 732-02-A | plastic pavement striping (solid line) (4" width) | 3.341 | MILE | 2,700.00 | 9,020.70 | 3,500.00 | 11,693.50 | 2,700.00 | 9,020.70 | 3,177.00 | 10,614.36 |
| 732-03-A | plastic pavement striping (broken line)(4" width) | 1.270 | MILE | 800.00 | 1,016.00 | 960.00 | 1,219.20 | 800.00 | 1,016.00 | 941.25 | 1,195.39 |
| 732-04-A | plastic pavement legends & symbols (arrow) | 25 | EACH | 200.00 | 5,000.00 | 230.00 | 5,750.00 | 200.00 | 5,000.00 | 235.50 | 5,887.50 |
| 732-04-C | plastic pavement legends & symbols (only) | 5 | EACH | 200.00 | 1,000.00 | 240.00 | 1,200.00 | 200.00 | 1,000.00 | 235.50 | 1,177.50 |
| 735-01 | mailboxes | 32 | EACH | 1.00 | 32.00 | 5.00 | 160.00 | 1.00 | 32.00 | 1.25 | 40.00 |
| 735-02 | mailbox supports (single) | 32 | EACH | 110.00 | 3,520.00 | 130.00 | 4,160.00 | 150.00 | 4,800.00 | 129.50 | 4,144.00 |
| 740-01 | construction layout | lump | LUMP | 90,000.00 | 90,000.00 | 165,000.00 | 165,000.00 | 250,000.00 | 250,000.00 | 105,522.00 | 105,522.00 |
| 805-01-F | class a concrete (bents) | 533.08 | CUYD | 560.00 | 298,524.80 | 900.00 | 479,772.00 | 660.00 | 351,832.80 | 950.00 | 506,426.00 |
| 805-03 | class aa concrete | 1,032.60 | CUYD | 570.00 | 588,582.00 | 680.00 | 702,168.00 | 650.00 | 671,190.00 | 800.00 | 826,080.00 |
| 805-08-C | precast-prestressed concrete girders (type iii) | 4,021.3 | LNFT | 160.00 | 643,408.00 | 90.00 | 361,917.00 | 90.00 | 361,917.00 | 99.50 | 400,119.35 |
| 805-11 | strip seal joints | 224.00 | LNFT | 190.00 | 42,560.00 | 145.00 | 32,480.00 | 160.00 | 35,840.00 | 147.25 | 32,984.00 |
| 806-01 | deformed reinforcing steel | 404,578 | LB | 0.80 | 323,662.40 | 0.60 | 242,746.80 | 1.10 | 445,035.80 | 0.90 | 364,120.20 |
| 807-08 | structural metalwork | lump | LUMP | 6,000.00 | 6,000.00 | 15,000.00 | 15,000.00 | 6,000.00 | 6,000.00 | 5,200.00 | 5,200.00 |
| 810-05 | pipe & concrete railing | 1,350.00 | LNFT | 200.00 | 270,000.00 | 130.00 | 175,500.00 | 200.00 | 270,000.00 | 199.00 | 268,650.00 |
| 813-01 | concrete approach slabs | 480.00 | SQYD | 220.00 | 105,600.00 | 250.00 | 120,000.00 | 240.00 | 115,200.00 | 235.50 | 113,040.00 |
| 814-01-B | drilled shaft (24") | 172.0 | LNFT | 100.00 | 17,200.00 | 155.00 | 26,660.00 | 135.00 | 23,220.00 | 110.00 | 18,920.00 |
| 814-01-M | drilled shaft (42") | 1,216.0 | LNFT | 300.00 | 364,800.00 | 300.00 | 364,800.00 | 360.00 | 437,760.00 | 300.00 | 364,800.00 |
| 814-02-M | trial shaft (42") | 61.0 | LNFT | 380.00 | 23,180.00 | 800.00 | 48,800.00 | 400.00 | 24,400.00 | 300.00 | 18,300.00 |
| 814-04-M | crosshole sonic logging (42") | 22 | EACH | 3,000.00 | 66,000.00 | 2,000.00 | 44,000.00 | 2,000.00 | 44,000.00 | 2,941.00 | 64,702.00 |
| S-001 | 1-1/2" h.d.p.e. dr11 sewer force main (p.e. 3408)(with 14 gauge locator wire) |
413 | LNFT | 5.80 | 2,395.40 | 11.50 | 4,749.50 | 5.00 | 2,065.00 | 7.00 | 2,891.00 |
| S-002 | 2" h.d.p.e. dr11 sewer force main (p.e. 3408)(with 14 gauge locator wire) |
3,104 | LNFT | 7.50 | 23,280.00 | 11.50 | 35,696.00 | 8.00 | 24,832.00 | 9.00 | 27,936.00 |
| S-003 | 3" h.d.p.e. dr11 sewer force main (p.e. 3408)(with 14 gauge locator wire) |
999 | LNFT | 10.55 | 10,539.45 | 12.50 | 12,487.50 | 11.00 | 10,989.00 | 12.50 | 12,487.50 |
| S-004 | sewage combination air/vacuum release valve assembly | 1 | EACH | 5,580.00 | 5,580.00 | 5,200.00 | 5,200.00 | 3,000.00 | 3,000.00 | 6,565.00 | 6,565.00 |
| S-005 | 2" flushing assembly (dead end) | 1 | EACH | 1,460.00 | 1,460.00 | 1,800.00 | 1,800.00 | 1,200.00 | 1,200.00 | 1,718.00 | 1,718.00 |
| S-006 | 3" flushing assembly (dead end) | 1 | EACH | 1,610.00 | 1,610.00 | 2,000.00 | 2,000.00 | 1,500.00 | 1,500.00 | 1,894.00 | 1,894.00 |
| S-007 | 2"x 2"x 2" h.d.p.e. dr11 tee | 1 | EACH | 120.00 | 120.00 | 57.00 | 57.00 | 300.00 | 300.00 | 141.25 | 141.25 |
| S-008 | 3"x 2" h.d.p.e. dr11 reducer | 1 | EACH | 120.00 | 120.00 | 50.00 | 50.00 | 200.00 | 200.00 | 141.25 | 141.25 |
| S-009 | 1 1/2" lateral connection assembly | 8 | EACH | 565.00 | 4,520.00 | 750.00 | 6,000.00 | 600.00 | 4,800.00 | 664.75 | 5,318.00 |
| S-010 | 2" h.d.p.e. dr11 sewer force main connection to existing city of pineville sewer manhole |
1 | EACH | 3,110.00 | 3,110.00 | 2,000.00 | 2,000.00 | 1,200.00 | 1,200.00 | 3,659.00 | 3,659.00 |
| S-011 | p.e. sewer force main testing | lump | LUMP | 5,250.00 | 5,250.00 | 5,000.00 | 5,000.00 | 500.00 | 500.00 | 6,177.00 | 6,177.00 |
| S-012 | warning signs | 14 | each | 56.50 | 791.00 | 75.00 | 1,050.00 | 300.00 | 4,200.00 | 66.50 | 931.00 |
| S-013 | furnish and install by bore and jack 6" x 0.25" w.t. steel casing under r/r (incl insulators,casing spcrs,endseal,etc.) |
275 | LNFT | 57.65 | 15,853.75 | 120.00 | 33,000.00 | 90.00 | 24,750.00 | 68.00 | 18,700.00 |
| S-014 | simplex residential sewer grinder pumping unit (simplex pre-packaged pump unit complete) |
8 | EACH | 13,000.00 | 104,000.00 | 10,000.00 | 80,000.00 | 15,000.00 | 120,000.00 | 15,294.00 | 122,352.00 |
| CONTRACTOR TOTAL | 7,829,259.09 | 8,290,939.03 | 8,620,180.78 | 8,915,428.01 | |||||||