| |||
| DBE GOAL FED | |||
| Lead Project: 001-09-0076 | |||
| Parish: OUACHITA | |||
| Routes: US 80 | |||
| Description: DESIARD STREET (MONROE) (LOUISVILLE AVENUE - GILBERT STREET) | |||
| Type Const:
grading, drain struct, class ii base course, subgrade layer, water and sanitary sewer installations, superpave acp, pccp, landscaping, traffic signalization and related work | |||
| Rank | License | Bidder | Amount |
|---|---|---|---|
| 1 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $13,880,648.49 |
| 2 | 39462 | DENTON-JAMES LLC | $14,955,634.20 |
| 3 | 21810 | HIGHWAY SPECIALISTS INC. | $15,638,991.67 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - GILCHRIST CONSTRUCTION CO. LLC |
- 2 - DENTON-JAMES LLC |
- 3 - HIGHWAY SPECIALISTS INC. |
|
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing & grubbing | lump | LUMP | 1,360,000.00 | 1,360,000.00 | 900,000.00 | 900,000.00 | 250,000.00 | 250,000.00 | ||
| 202-01 | removal of structures & obstructions | lump | LUMP | 40,000.00 | 40,000.00 | 340,000.00 | 340,000.00 | 450,000.00 | 450,000.00 | ||
| 202-02-B-01 | removal of concrete box culverts (sta. 120+40; 3' x 3' x 48') |
1 | EACH | 4,000.00 | 4,000.00 | 2,000.00 | 2,000.00 | 3,500.00 | 3,500.00 | ||
| 202-02-B-02 | removal of concrete box culverts (lt. of sta. 129+42; 4' x 4' x 73') |
1 | EACH | 7,500.00 | 7,500.00 | 5,000.00 | 5,000.00 | 6,500.00 | 6,500.00 | ||
| 202-02-B-03 | removal of concrete box culverts (sta. 129+79; 4' x 4' x 47') |
1 | EACH | 4,000.00 | 4,000.00 | 4,000.00 | 4,000.00 | 3,500.00 | 3,500.00 | ||
| 202-02-C | removal of portland cement concrete pavement | 43,405 | SQYD | 4.00 | 173,620.00 | 11.00 | 477,455.00 | 9.00 | 390,645.00 | ||
| 202-02-D | removal of concrete walks & drives | 9,067 | SQYD | 4.00 | 36,268.00 | 9.00 | 81,603.00 | 9.00 | 81,603.00 | ||
| 202-02-E | removal of concrete curbs | 3,349.1 | LNFT | 4.00 | 13,396.40 | 2.50 | 8,372.75 | 6.00 | 20,094.60 | ||
| 202-02-G | removal of surfacing & stabilized base | 7,024.9 | SQYD | 4.00 | 28,099.60 | 5.00 | 35,124.50 | 7.00 | 49,174.30 | ||
| 202-02-I | removal of existing signal equipment | lump | LUMP | 8,000.00 | 8,000.00 | 10,000.00 | 10,000.00 | 9,000.00 | 9,000.00 | ||
| 202-02-J-01 | removal of sign (sta. 109+036 rt., 5'x9', "b & v auto sales") |
1 | EACH | 100.00 | 100.00 | 1.00 | 1.00 | 750.00 | 750.00 | ||
| 202-02-J-02 | removal of sign (sta. 110+000 lt., 10'x30', shell gas price) |
1 | EACH | 100.00 | 100.00 | 1.00 | 1.00 | 2,500.00 | 2,500.00 | ||
| 202-02-J-03 | removal of sign (sta. 117+088 rt., 4'x8') | 1 | EACH | 100.00 | 100.00 | 1.00 | 1.00 | 750.00 | 750.00 | ||
| 202-02-J-04 | removal of sign (sta. 118+038 rt., 3'x8', "smoker's paradise") |
1 | EACH | 100.00 | 100.00 | 1.00 | 1.00 | 750.00 | 750.00 | ||
| 202-02-J-05 | removal of sign (sta. 118+038 rt., 4'x5', box sign) | 1 | EACH | 100.00 | 100.00 | 1.00 | 1.00 | 750.00 | 750.00 | ||
| 202-02-J-06 | removal of sign (sta. 120+074 lt., 5'x10') | 1 | EACH | 100.00 | 100.00 | 1.00 | 1.00 | 750.00 | 750.00 | ||
| 202-02-J-07 | removal of sign (sta. 121+062 rt., 4'x8', changeable message) |
1 | EACH | 100.00 | 100.00 | 1.00 | 1.00 | 750.00 | 750.00 | ||
| 202-02-J-08 | removal of sign (sta. 121+083 rt., 2'x9', "cv joint plus") |
1 | EACH | 100.00 | 100.00 | 1.00 | 1.00 | 750.00 | 750.00 | ||
| 202-02-J-09 | removal of sign (sta. 123+053 lt., 4'x9', "aventis") | 1 | EACH | 100.00 | 100.00 | 1.00 | 1.00 | 750.00 | 750.00 | ||
| 202-02-J-10 | removal of sign (sta. 124+012 rt., 4'x8') | 1 | EACH | 100.00 | 100.00 | 1.00 | 1.00 | 750.00 | 750.00 | ||
| 202-02-J-11 | removal of sign (sta. 124+017 lt., 2'x4', "a & b properties") |
1 | EACH | 100.00 | 100.00 | 1.00 | 1.00 | 750.00 | 750.00 | ||
| 202-02-J-12 | removal of sign (sta. 125+000 rt., 2'x3', metal) | 1 | EACH | 100.00 | 100.00 | 1.00 | 1.00 | 750.00 | 750.00 | ||
| 202-02-J-13 | removal of sign (sta. 125+005 lt., 2'x8', "ulm vistor's center") |
1 | EACH | 100.00 | 100.00 | 1.00 | 1.00 | 750.00 | 750.00 | ||
| 202-02-J-14 | removal of sign (sta. 125+058 rt., 4'x8', metal) | 1 | EACH | 100.00 | 100.00 | 1.00 | 1.00 | 750.00 | 750.00 | ||
| 202-02-J-15 | removal of sign (sta. 126+054 rt., 4'x8') | 1 | EACH | 100.00 | 100.00 | 1.00 | 1.00 | 750.00 | 750.00 | ||
| 202-02-J-16 | removal of sign (sta. 127+010 lt., 4'x8', "church of christ") |
1 | EACH | 100.00 | 100.00 | 1.00 | 1.00 | 750.00 | 750.00 | ||
| 202-02-J-17 | removal of sign (sta. 128+084 rt., 4'x8', "boudreaux motors - 342-9136") |
1 | EACH | 100.00 | 100.00 | 1.00 | 1.00 | 750.00 | 750.00 | ||
| 202-02-J-18 | removal of sign (sta. 132+015 rt., 20'x10') | 1 | EACH | 100.00 | 100.00 | 1.00 | 1.00 | 1,500.00 | 1,500.00 | ||
| 202-02-J-19 | removal of sign (sta. 132+064 rt., 4'x8') | 1 | EACH | 100.00 | 100.00 | 1.00 | 1.00 | 750.00 | 750.00 | ||
| 202-02-J-20 | removal of sign (sta. 133+033 rt., 4'x8') | 1 | EACH | 100.00 | 100.00 | 1.00 | 1.00 | 750.00 | 750.00 | ||
| 202-02-J-21 | removal of sign (sta. 134+045 rt., 4'x8', "northeast textbooks") |
1 | EACH | 100.00 | 100.00 | 1.00 | 1.00 | 750.00 | 750.00 | ||
| 202-02-J-22 | removal of sign (sta. 138+025 rt., 2'x4', "subway") | 1 | EACH | 100.00 | 100.00 | 1.00 | 1.00 | 750.00 | 750.00 | ||
| 202-02-J-23 | removal of sign (sta. 139+015 rt., 4'x8', metal) | 1 | EACH | 100.00 | 100.00 | 1.00 | 1.00 | 750.00 | 750.00 | ||
| 202-02-J-24 | removal of sign (sta. 140+015 rt., 5'x10', old "peking") |
1 | EACH | 100.00 | 100.00 | 1.00 | 1.00 | 750.00 | 750.00 | ||
| 202-02-J-25 | removal of sign (sta. 141+009 rt., 5'x10', "oriental market") |
1 | EACH | 100.00 | 100.00 | 1.00 | 1.00 | 750.00 | 750.00 | ||
| 202-02-J-26 | removal of sign (sta. 142+020 rt., 3.5'x4', brick address) |
1 | EACH | 100.00 | 100.00 | 1.00 | 1.00 | 1,500.00 | 1,500.00 | ||
| 202-02-J-27 | removal of sign (sta. 146+053 rt., 6'x10', "kfc & changeable messageboard") |
1 | EACH | 100.00 | 100.00 | 1.00 | 1.00 | 1,500.00 | 1,500.00 | ||
| 202-02-J-28 | removal of sign (sta. 154+088 rt., 4'x8', "dirty dan's carwash" |
1 | EACH | 100.00 | 100.00 | 1.00 | 1.00 | 750.00 | 750.00 | ||
| 202-02-K-01 | removal of fence (sta. 109+050 rt., metal) | 112 | LNFT | 6.00 | 672.00 | 3.00 | 336.00 | 12.00 | 1,344.00 | ||
| 202-02-K-02 | removal of fence (sta. 124+060 rt., metal) | 100 | LNFT | 6.00 | 600.00 | 3.00 | 300.00 | 12.00 | 1,200.00 | ||
| 202-02-L-01 | removal of sign post (sta. 112+016 rt., metal) | 1 | EACH | 100.00 | 100.00 | 1.00 | 1.00 | 750.00 | 750.00 | ||
| 202-02-L-02 | removal of sign post (sta. 122+070 lt., metal) | 1 | EACH | 100.00 | 100.00 | 1.00 | 1.00 | 750.00 | 750.00 | ||
| 202-02-M | removal of concrete sign base (sta. 121+046 rt.) | 1 | EACH | 1,200.00 | 1,200.00 | 1.00 | 1.00 | 2,000.00 | 2,000.00 | ||
| 202-02-N | removal of canopy (sta. 123+087 rt., 29'x32', wood frame) |
1 | EACH | 1,200.00 | 1,200.00 | 1.00 | 1.00 | 2,500.00 | 2,500.00 | ||
| 202-02-O | removal of flower bed (sta. 149+026 lt., 60'x38', ulm flower bed on hill) |
1 | EACH | 2,000.00 | 2,000.00 | 1.00 | 1.00 | 6,000.00 | 6,000.00 | ||
| 202-02-P-01 | removal of light pole (sta. 110+055 rt.) | 1 | EACH | 500.00 | 500.00 | 400.00 | 400.00 | 450.00 | 450.00 | ||
| 202-02-P-02 | removal of light pole (sta. 111+046 rt.) | 1 | EACH | 500.00 | 500.00 | 400.00 | 400.00 | 450.00 | 450.00 | ||
| 202-02-P-03 | removal of light pole (sta. 112+070 lt.) | 1 | EACH | 500.00 | 500.00 | 400.00 | 400.00 | 450.00 | 450.00 | ||
| 202-02-P-04 | removal of light pole (sta. 126+058 lt.) | 1 | EACH | 500.00 | 500.00 | 400.00 | 400.00 | 450.00 | 450.00 | ||
| 202-02-P-05 | removal of light pole (sta. 131+033 rt.) | 1 | EACH | 500.00 | 500.00 | 400.00 | 400.00 | 450.00 | 450.00 | ||
| 203-01 | general excavation | 36,919 | CUYD | 9.00 | 332,271.00 | 13.00 | 479,947.00 | 10.00 | 369,190.00 | ||
| 203-04 | embankment | 1,763 | CUYD | 15.00 | 26,445.00 | 25.00 | 44,075.00 | 25.00 | 44,075.00 | ||
| 204-02 | temporary hay or straw bales | 1,060 | EACH | 12.00 | 12,720.00 | 6.00 | 6,360.00 | 5.00 | 5,300.00 | ||
| 204-06 | temporary silt fencing | 5,320 | LNFT | 2.00 | 10,640.00 | 1.40 | 7,448.00 | 1.50 | 7,980.00 | ||
| 204-07 | temporary stone construction entrance | 2 | EACH | 1,000.00 | 2,000.00 | 1,500.00 | 3,000.00 | 3,000.00 | 6,000.00 | ||
| 302-02-D | class ii base course (12" thick)(stone or recycled pccp) |
55,376.9 | SQYD | 22.50 | 1,245,980.25 | 22.00 | 1,218,291.80 | 21.00 | 1,162,914.90 | ||
| 305-01-A | subgrade layer ( 6" thick)(stone or recycled pccp) | 55,377 | SQYD | 12.50 | 692,212.50 | 13.00 | 719,901.00 | 14.00 | 775,278.00 | ||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 3,000.0 | CUYD | 45.00 | 135,000.00 | 55.00 | 165,000.00 | 40.00 | 120,000.00 | ||
| 502-01 | superpave asphaltic concrete | 277.3 | TON | 175.00 | 48,527.50 | 250.00 | 69,325.00 | 250.00 | 69,325.00 | ||
| 601-01-I | portland cement concrete pavement (9" thick) | 43,800.1 | SQYD | 50.00 | 2,190,005.00 | 58.00 | 2,540,405.80 | 51.00 | 2,233,805.10 | ||
| 601-02-I | portland cement concrete pavement (9" thick) (crossovers & turnouts) |
9,870.2 | SQYD | 58.00 | 572,471.60 | 65.00 | 641,563.00 | 58.00 | 572,471.60 | ||
| 601-04 | portland cement concrete pavement coring | 115 | EACH | 125.00 | 14,375.00 | 100.00 | 11,500.00 | 125.00 | 14,375.00 | ||
| 701-03-F | storm drain pipe (15" rcp/pcp) | 1,674 | LNFT | 33.00 | 55,242.00 | 60.00 | 100,440.00 | 70.00 | 117,180.00 | ||
| 701-03-G | storm drain pipe (18" rcp/pcp) | 1,122 | LNFT | 38.00 | 42,636.00 | 65.00 | 72,930.00 | 75.00 | 84,150.00 | ||
| 701-03-G/I-01 | storm drain pipe (18" pcp or 24" cmp)(outfall) | 26 | LNFT | 65.00 | 1,690.00 | 55.00 | 1,430.00 | 205.00 | 5,330.00 | ||
| 701-03-I | storm drain pipe (24" rcp/pcp) | 753 | LNFT | 55.00 | 41,415.00 | 80.00 | 60,240.00 | 95.00 | 71,535.00 | ||
| 701-03-K | storm drain pipe (30" rcp/pcp) | 300 | LNFT | 66.00 | 19,800.00 | 85.00 | 25,500.00 | 115.00 | 34,500.00 | ||
| 701-03-M | storm drain pipe (36" rcp/pcp) | 591 | LNFT | 88.00 | 52,008.00 | 100.00 | 59,100.00 | 135.00 | 79,785.00 | ||
| 701-03-N | storm drain pipe (42" rcp/pcp) | 946 | LNFT | 105.00 | 99,330.00 | 140.00 | 132,440.00 | 160.00 | 151,360.00 | ||
| 701-03-P | storm drain pipe (54" rcp/pcp) | 136 | LNFT | 160.00 | 21,760.00 | 180.00 | 24,480.00 | 360.00 | 48,960.00 | ||
| 701-03-P/Q-01 | storm drain pipe (54" pcp or 60" cmp)(outfall) | 37 | LNFT | 180.00 | 6,660.00 | 160.00 | 5,920.00 | 305.00 | 11,285.00 | ||
| 701-04-A | storm drain pipe arch (15" equiv. rcpa) | 603 | LNFT | 40.00 | 24,120.00 | 65.00 | 39,195.00 | 90.00 | 54,270.00 | ||
| 701-04-B | storm drain pipe arch (18" equiv. rcpa) | 896 | LNFT | 48.00 | 43,008.00 | 68.00 | 60,928.00 | 95.00 | 85,120.00 | ||
| 701-04-D | storm drain pipe arch (24" equiv. rcpa) | 1,487 | LNFT | 65.00 | 96,655.00 | 80.00 | 118,960.00 | 105.00 | 156,135.00 | ||
| 701-04-E | storm drain pipe arch (30" equiv. rcpa) | 3,133 | LNFT | 77.00 | 241,241.00 | 85.00 | 266,305.00 | 125.00 | 391,625.00 | ||
| 701-04-F | storm drain pipe arch (36" equiv. rcpa) | 2,524 | LNFT | 100.00 | 252,400.00 | 110.00 | 277,640.00 | 145.00 | 365,980.00 | ||
| 701-04-F-01 | storm drain pipe arch (36" equiv. cmpa)(outfall) | 240 | LNFT | 86.00 | 20,640.00 | 130.00 | 31,200.00 | 255.00 | 61,200.00 | ||
| 701-04-I | storm drain pipe arch (54" equiv. rcpa) | 12 | LNFT | 265.00 | 3,180.00 | 230.00 | 2,760.00 | 425.00 | 5,100.00 | ||
| 701-04-J | storm drain pipe arch (60" equiv. rcpa) | 313 | LNFT | 220.00 | 68,860.00 | 250.00 | 78,250.00 | 340.00 | 106,420.00 | ||
| 701-04-J-01 | storm drain pipe arch (60" equiv. cmpa)(outfall) | 92 | LNFT | 235.00 | 21,620.00 | 180.00 | 16,560.00 | 290.00 | 26,680.00 | ||
| 701-09-A | fabricating pipe fittings (18" x 15" x 18" tee) | 1 | EACH | 950.00 | 950.00 | 1,400.00 | 1,400.00 | 2,600.00 | 2,600.00 | ||
| 701-09-B | fabricating pipe fittings (36" x 15" x 36" tee) | 1 | EACH | 1,300.00 | 1,300.00 | 3,000.00 | 3,000.00 | 4,100.00 | 4,100.00 | ||
| 702-02-B | manholes (r-cb-11) | 12 | EACH | 2,700.00 | 32,400.00 | 2,800.00 | 33,600.00 | 4,500.00 | 54,000.00 | ||
| 702-02-G | manholes (mh-12.5 x 9) | 8 | EACH | 3,300.00 | 26,400.00 | 10,000.00 | 80,000.00 | 5,400.00 | 43,200.00 | ||
| 702-02-H | manholes (r-cb-36) | 39 | EACH | 3,600.00 | 140,400.00 | 3,100.00 | 120,900.00 | 5,000.00 | 195,000.00 | ||
| 702-03-A | catch basins (cb-01) | 38 | EACH | 2,500.00 | 95,000.00 | 2,000.00 | 76,000.00 | 2,900.00 | 110,200.00 | ||
| 702-03-C | catch basins (cb-06) | 110 | EACH | 3,600.00 | 396,000.00 | 2,800.00 | 308,000.00 | 3,500.00 | 385,000.00 | ||
| 702-03-D | catch basins (cb-07) | 2 | EACH | 4,200.00 | 8,400.00 | 3,400.00 | 6,800.00 | 6,200.00 | 12,400.00 | ||
| 702-03-F | catch basins (cb-08) | 12 | EACH | 8,000.00 | 96,000.00 | 5,800.00 | 69,600.00 | 7,800.00 | 93,600.00 | ||
| 702-03-G | catch basins (cb-09) | 4 | EACH | 5,500.00 | 22,000.00 | 3,200.00 | 12,800.00 | 7,500.00 | 30,000.00 | ||
| 702-03-H | catch basins (cb-opntop) | 14 | EACH | 3,500.00 | 49,000.00 | 2,500.00 | 35,000.00 | 3,800.00 | 53,200.00 | ||
| 702-03-I | catch basins (cb-sd08) | 12 | EACH | 8,500.00 | 102,000.00 | 12,000.00 | 144,000.00 | 8,800.00 | 105,600.00 | ||
| 702-03-J | catch basins (r-cb-43x) | 10 | EACH | 6,000.00 | 60,000.00 | 3,800.00 | 38,000.00 | 7,200.00 | 72,000.00 | ||
| 702-04-A | adjusting manholes | 10 | EACH | 1,000.00 | 10,000.00 | 800.00 | 8,000.00 | 1,750.00 | 17,500.00 | ||
| 702-04-B | adjusting catch basins | 4 | EACH | 2,500.00 | 10,000.00 | 1,500.00 | 6,000.00 | 2,100.00 | 8,400.00 | ||
| 702-08-A | side drain safety end (type 1) | 5 | EACH | 1,200.00 | 6,000.00 | 1,100.00 | 5,500.00 | 1,500.00 | 7,500.00 | ||
| 702-08-B | side drain safety end (type 2) | 1 | EACH | 2,500.00 | 2,500.00 | 3,500.00 | 3,500.00 | 3,000.00 | 3,000.00 | ||
| 703-03 | perforated pipe underdrains | 11,180 | LNFT | 7.00 | 78,260.00 | 8.00 | 89,440.00 | 6.00 | 67,080.00 | ||
| 703-04 | nonperforated pipe underdrains | 460 | LNFT | 12.00 | 5,520.00 | 40.00 | 18,400.00 | 25.00 | 11,500.00 | ||
| 705-06-C | chain link fence (6-foot height) | 65 | LNFT | 12.00 | 780.00 | 25.00 | 1,625.00 | 40.00 | 2,600.00 | ||
| 706-01-A | concrete walk (4" thick) | 2,555.0 | SQYD | 35.00 | 89,425.00 | 37.00 | 94,535.00 | 38.50 | 98,367.50 | ||
| 706-02-C | concrete drive (6" thick) | 4,606.2 | SQYD | 38.00 | 175,035.60 | 44.00 | 202,672.80 | 43.00 | 198,066.60 | ||
| 706-03-A | incidental concrete paving (4" thick) | 1,157.1 | SQYD | 30.00 | 34,713.00 | 37.00 | 42,812.70 | 38.00 | 43,969.80 | ||
| 707-01-A | concrete curb (4" mountable) | 8,142.5 | LNFT | 7.00 | 56,997.50 | 8.50 | 69,211.25 | 7.00 | 56,997.50 | ||
| 707-01-B | concrete curb (6" barrier) | 10,593.1 | LNFT | 8.00 | 84,744.80 | 14.50 | 153,599.95 | 14.50 | 153,599.95 | ||
| 708-01 | right-of-way monument | 73 | EACH | 300.00 | 21,900.00 | 120.00 | 8,760.00 | 130.00 | 9,490.00 | ||
| 711-02-C | riprap (30 lb) | 15 | CUYD | 100.00 | 1,500.00 | 120.00 | 1,800.00 | 125.00 | 1,875.00 | ||
| 711-04 | geotextile fabric | 40 | SQYD | 5.00 | 200.00 | 3.00 | 120.00 | 5.00 | 200.00 | ||
| 712-01-A | concrete cast-in-place revetment (4" thick) | 117 | SQYD | 35.00 | 4,095.00 | 70.00 | 8,190.00 | 100.00 | 11,700.00 | ||
| 713-01 | temporary signs & barricades | lump | LUMP | 120,000.00 | 120,000.00 | 200,000.00 | 200,000.00 | 700,000.00 | 700,000.00 | ||
| 713-03-C | temporary pavement markings (8" width) | 2,327 | LNFT | 0.50 | 1,163.50 | 0.30 | 698.10 | 1.10 | 2,559.70 | ||
| 713-03-D | temporary pavement markings (12" width) | 722 | LNFT | 0.70 | 505.40 | 0.45 | 324.90 | 1.65 | 1,191.30 | ||
| 713-03-E | temporary pavement markings (24" width) | 1,154 | LNFT | 1.40 | 1,615.60 | 0.90 | 1,038.60 | 2.00 | 2,308.00 | ||
| 713-04-B | temporary pavement markings (broken line)(4" width) (10' length) |
2.923 | MILE | 380.00 | 1,110.74 | 250.00 | 730.75 | 775.00 | 2,265.32 | ||
| 713-05-A | temporary pavement markings (solid line)(4" width) | 7.150 | MILE | 1,100.00 | 7,865.00 | 500.00 | 3,575.00 | 600.00 | 4,290.00 | ||
| 713-05-A-01 | temporary pavement markings (solid line)(4" width) (type 1 removable) |
3.000 | MILE | 18,000.00 | 54,000.00 | 9,500.00 | 28,500.00 | 25,000.00 | 75,000.00 | ||
| 713-06-A | temporary pavement legends and symbols (arrow) | 53 | EACH | 90.00 | 4,770.00 | 75.00 | 3,975.00 | 75.00 | 3,975.00 | ||
| 713-06-B | temporary pavement legends and symbols (double arrow) | 4 | EACH | 150.00 | 600.00 | 100.00 | 400.00 | 135.00 | 540.00 | ||
| 713-06-C | temporary pavement legends and symbols (only) | 28 | EACH | 150.00 | 4,200.00 | 100.00 | 2,800.00 | 85.00 | 2,380.00 | ||
| 714-01 | slab sodding | 28,075 | SQYD | 4.50 | 126,337.50 | 3.40 | 95,455.00 | 4.00 | 112,300.00 | ||
| 718-01 | fertilizer | 5,800 | LB | 0.20 | 1,160.00 | 0.20 | 1,160.00 | 0.18 | 1,044.00 | ||
| 719-01-A | plants (quercus virginiana/live oak 5" cal., 200 gallon container, 18' min. ht.) |
24 | EACH | 1,700.00 | 40,800.00 | 2,000.00 | 48,000.00 | 1,500.00 | 36,000.00 | ||
| 719-01-B | plants (lagerstroemia indica "natchez"/natchez crape myrtle, 65 gallon cont ainer, 14' min. ht., 3 canes min.) |
19 | EACH | 450.00 | 8,550.00 | 400.00 | 7,600.00 | 385.00 | 7,315.00 | ||
| 719-02-A | top dressing mulch (3" depth) | 33 | SQYD | 75.00 | 2,475.00 | 15.00 | 495.00 | 65.00 | 2,145.00 | ||
| 722-02 | project site laboratory (equipped) | 1 | EACH | 25,000.00 | 25,000.00 | 40,000.00 | 40,000.00 | 15,000.00 | 15,000.00 | ||
| 724-01-B | pavement patching (12" minimum thickness) | 872 | SQYD | 100.00 | 87,200.00 | 70.00 | 61,040.00 | 90.00 | 78,480.00 | ||
| 725-02 | temporary detour roads | 100.0 | SQYD | 120.00 | 12,000.00 | 100.00 | 10,000.00 | 70.00 | 7,000.00 | ||
| 726-01 | bedding material | 1,891.7 | CUYD | 42.00 | 79,451.40 | 60.00 | 113,502.00 | 65.00 | 122,960.50 | ||
| 727-01 | mobilization | lump | LUMP | 1,200,000.00 | 1,200,000.00 | 1,400,000.00 | 1,400,000.00 | 1,420,000.00 | 1,420,000.00 | ||
| 729-01 | sign (type a) | 157.5 | SQFT | 35.00 | 5,512.50 | 38.00 | 5,985.00 | 38.00 | 5,985.00 | ||
| 731-02 | reflectorized raised pavement markers | 1,480 | EACH | 6.00 | 8,880.00 | 5.00 | 7,400.00 | 7.50 | 11,100.00 | ||
| 732-01-C | plastic pavement striping (8" width) | 2,327 | LNFT | 1.00 | 2,327.00 | 0.80 | 1,861.60 | 7.50 | 17,452.50 | ||
| 732-01-D | plastic pavement striping (12" width) | 722 | LNFT | 1.50 | 1,083.00 | 1.20 | 866.40 | 10.50 | 7,581.00 | ||
| 732-01-E | plastic pavement striping (24" width) | 1,154 | LNFT | 3.50 | 4,039.00 | 2.40 | 2,769.60 | 10.00 | 11,540.00 | ||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 4.949 | MILE | 2,400.00 | 11,877.60 | 1,800.00 | 8,908.20 | 5,000.00 | 24,745.00 | ||
| 732-03-A-01 | plastic pvmt striping (broken line)(4"width)preformed marking tape (type v) |
2.923 | MILE | 4,500.00 | 13,153.50 | 4,900.00 | 14,322.70 | 10,000.00 | 29,230.00 | ||
| 732-04-A | plastic pavement legends & symbols (arrow) | 53 | EACH | 200.00 | 10,600.00 | 150.00 | 7,950.00 | 400.00 | 21,200.00 | ||
| 732-04-B | plastic pavement legends & symbols (double arrow) | 4 | EACH | 250.00 | 1,000.00 | 200.00 | 800.00 | 800.00 | 3,200.00 | ||
| 732-04-C | plastic pavement legends & symbols (only) | 28 | EACH | 250.00 | 7,000.00 | 150.00 | 4,200.00 | 500.00 | 14,000.00 | ||
| 732-05 | removal of existing markings | 0.825 | MILE | 5,000.00 | 4,125.00 | 5,000.00 | 4,125.00 | 35,000.00 | 28,875.00 | ||
| 736-01 | trenching and backfilling | 7,479 | LNFT | 4.50 | 33,655.50 | 4.00 | 29,916.00 | 4.00 | 29,916.00 | ||
| 736-04-A | signal support (mast arm pole, twin arms, 45' & 48') | 1 | EACH | 15,000.00 | 15,000.00 | 16,000.00 | 16,000.00 | 16,000.00 | 16,000.00 | ||
| 736-04-B | signal support (mast arm pole, twin arms, 35' & 46') | 1 | EACH | 14,500.00 | 14,500.00 | 15,000.00 | 15,000.00 | 15,000.00 | 15,000.00 | ||
| 736-04-C | signal support (mast arm pole, twin arms, 45' & 46') | 1 | EACH | 15,000.00 | 15,000.00 | 16,000.00 | 16,000.00 | 16,000.00 | 16,000.00 | ||
| 736-04-D | signal support (mast arm pole, 30' arm) | 1 | EACH | 7,000.00 | 7,000.00 | 7,000.00 | 7,000.00 | 7,200.00 | 7,200.00 | ||
| 736-04-E | signal support (mast arm pole, 32' arm) | 1 | EACH | 8,000.00 | 8,000.00 | 8,000.00 | 8,000.00 | 8,200.00 | 8,200.00 | ||
| 736-04-F | signal support (mast arm pole, 36' arm) | 2 | EACH | 8,500.00 | 17,000.00 | 8,600.00 | 17,200.00 | 8,600.00 | 17,200.00 | ||
| 736-04-G | signal support (mast arm pole, 42' arm) | 1 | EACH | 9,000.00 | 9,000.00 | 9,000.00 | 9,000.00 | 9,100.00 | 9,100.00 | ||
| 736-04-H | signal support (mast arm pole, 44' arm) | 2 | EACH | 10,000.00 | 20,000.00 | 9,200.00 | 18,400.00 | 9,200.00 | 18,400.00 | ||
| 736-04-I | signal support (mast arm pole, 45' arm) | 3 | EACH | 1,000.00 | 3,000.00 | 9,600.00 | 28,800.00 | 9,600.00 | 28,800.00 | ||
| 736-04-J | signal support (mast arm pole, 47' arm) | 1 | EACH | 11,000.00 | 11,000.00 | 11,000.00 | 11,000.00 | 11,000.00 | 11,000.00 | ||
| 736-04-K | signal support (mast arm pole, 49' arm) | 1 | EACH | 11,000.00 | 11,000.00 | 11,000.00 | 11,000.00 | 11,000.00 | 11,000.00 | ||
| 736-04-L | signal support (mast arm pole, 50' arm) | 3 | EACH | 11,000.00 | 33,000.00 | 11,000.00 | 33,000.00 | 11,000.00 | 33,000.00 | ||
| 736-04-M | signal support (10' pedestal pole) | 5 | EACH | 1,000.00 | 5,000.00 | 920.00 | 4,600.00 | 1,000.00 | 5,000.00 | ||
| 736-05-A | signal heads (12" 3 face) | 39 | EACH | 500.00 | 19,500.00 | 480.00 | 18,720.00 | 500.00 | 19,500.00 | ||
| 736-05-B | signal heads (12" 4 face) | 2 | EACH | 700.00 | 1,400.00 | 720.00 | 1,440.00 | 800.00 | 1,600.00 | ||
| 736-05-C | signal heads (12" 5 face) | 10 | EACH | 900.00 | 9,000.00 | 870.00 | 8,700.00 | 900.00 | 9,000.00 | ||
| 736-05-D | signal heads (pedestrian face) | 10 | EACH | 700.00 | 7,000.00 | 650.00 | 6,500.00 | 700.00 | 7,000.00 | ||
| 736-06 | signal service | 6 | EACH | 1,500.00 | 9,000.00 | 1,500.00 | 9,000.00 | 1,500.00 | 9,000.00 | ||
| 736-08-A | signal controller (nema type ts-1 controller in pole mounted cabinet) |
4 | EACH | 11,000.00 | 44,000.00 | 10,300.00 | 41,200.00 | 11,000.00 | 44,000.00 | ||
| 736-08-B | signal controller (nema type ts-1 controller in ground mounted cabinet with foundation) |
2 | EACH | 14,000.00 | 28,000.00 | 13,400.00 | 26,800.00 | 14,000.00 | 28,000.00 | ||
| 736-09 | loop detector | 3,708 | LNFT | 13.00 | 48,204.00 | 15.00 | 55,620.00 | 15.00 | 55,620.00 | ||
| 736-10-A | underground junction box (type d) | 9 | EACH | 250.00 | 2,250.00 | 250.00 | 2,250.00 | 250.00 | 2,250.00 | ||
| 736-10-B | underground junction box (type e) | 23 | EACH | 400.00 | 9,200.00 | 430.00 | 9,890.00 | 425.00 | 9,775.00 | ||
| 736-10-C | underground junction box (type f) | 18 | EACH | 450.00 | 8,100.00 | 480.00 | 8,640.00 | 475.00 | 8,550.00 | ||
| 736-10-D | underground junction box (type h) | 2 | EACH | 1,200.00 | 2,400.00 | 1,100.00 | 2,200.00 | 1,200.00 | 2,400.00 | ||
| 736-11-A | conduit (1" pec) | 246 | LNFT | 2.00 | 492.00 | 1.70 | 418.20 | 1.65 | 405.90 | ||
| 736-11-B | conduit (2" pec) | 6,862 | LNFT | 3.00 | 20,586.00 | 2.70 | 18,527.40 | 2.70 | 18,527.40 | ||
| 736-11-C | conduit (3" pec) | 537 | LNFT | 6.00 | 3,222.00 | 5.40 | 2,899.80 | 5.40 | 2,899.80 | ||
| 736-12-A | conductor 3c (power, 6 gauge/#6 awg) | 64 | LNFT | 2.00 | 128.00 | 1.80 | 115.20 | 1.80 | 115.20 | ||
| 736-13-A | cable (6c #14 awg, 600v.) | 5,701 | LNFT | 1.20 | 6,841.20 | 1.10 | 6,271.10 | 1.10 | 6,271.10 | ||
| 736-13-B | cable (10c #14 awg, 600v.) | 1,655 | LNFT | 2.00 | 3,310.00 | 1.70 | 2,813.50 | 1.70 | 2,813.50 | ||
| 736-13-C | cable (2c #14 awg, 600v. with outer shield) | 4,032 | LNFT | 0.60 | 2,419.20 | 0.55 | 2,217.60 | 0.55 | 2,217.60 | ||
| 736-13-D | cable (7c #12 awg, 600v. interconnect cable) | 5,626 | LNFT | 1.60 | 9,001.60 | 1.50 | 8,439.00 | 1.50 | 8,439.00 | ||
| 740-01 | construction layout | lump | LUMP | 275,000.00 | 275,000.00 | 240,000.00 | 240,000.00 | 230,000.00 | 230,000.00 | ||
| 741-01-A | water main (4" c-900 pvc) | 300 | LNFT | 32.00 | 9,600.00 | 28.00 | 8,400.00 | 37.00 | 11,100.00 | ||
| 741-01-B | water main (6" c-900 pvc) | 400 | LNFT | 42.00 | 16,800.00 | 39.00 | 15,600.00 | 45.00 | 18,000.00 | ||
| 741-01-C | water main (8" c-900 pvc) | 2,320 | LNFT | 30.00 | 69,600.00 | 27.00 | 62,640.00 | 45.00 | 104,400.00 | ||
| 741-01-D | water main (10" c-900 pvc) | 70 | LNFT | 60.00 | 4,200.00 | 55.00 | 3,850.00 | 90.00 | 6,300.00 | ||
| 741-01-E | water main (12" c-900 pvc) | 5,230 | LNFT | 45.00 | 235,350.00 | 40.00 | 209,200.00 | 55.00 | 287,650.00 | ||
| 741-01-F | water main (16" c-905 pvc) | 950 | LNFT | 85.00 | 80,750.00 | 74.00 | 70,300.00 | 95.00 | 90,250.00 | ||
| 741-02-A | gate valve (4") | 8 | EACH | 600.00 | 4,800.00 | 550.00 | 4,400.00 | 700.00 | 5,600.00 | ||
| 741-02-B | gate valve (6") | 11 | EACH | 750.00 | 8,250.00 | 640.00 | 7,040.00 | 850.00 | 9,350.00 | ||
| 741-02-C | gate valve (8") | 16 | EACH | 950.00 | 15,200.00 | 850.00 | 13,600.00 | 1,100.00 | 17,600.00 | ||
| 741-02-D | gate valve (10") | 2 | EACH | 1,500.00 | 3,000.00 | 1,300.00 | 2,600.00 | 1,600.00 | 3,200.00 | ||
| 741-02-E | gate valve (12") | 39 | EACH | 1,600.00 | 62,400.00 | 1,500.00 | 58,500.00 | 2,000.00 | 78,000.00 | ||
| 741-02-F | gate valve (16") | 7 | EACH | 5,000.00 | 35,000.00 | 4,700.00 | 32,900.00 | 6,000.00 | 42,000.00 | ||
| 741-03-A | tapping sleeve and valve assembly (6") | 3 | EACH | 2,400.00 | 7,200.00 | 2,100.00 | 6,300.00 | 3,000.00 | 9,000.00 | ||
| 741-03-B | tapping sleeve and valve assembly (8") | 3 | EACH | 3,200.00 | 9,600.00 | 2,700.00 | 8,100.00 | 3,500.00 | 10,500.00 | ||
| 741-03-C | tapping sleeve and valve assembly (10") | 1 | EACH | 4,500.00 | 4,500.00 | 4,200.00 | 4,200.00 | 5,000.00 | 5,000.00 | ||
| 741-03-D | tapping sleeve and valve assembly (12") | 2 | EACH | 5,500.00 | 11,000.00 | 5,200.00 | 10,400.00 | 6,800.00 | 13,600.00 | ||
| 741-04-A | fire hydrant (3-way) | 2 | EACH | 3,500.00 | 7,000.00 | 3,300.00 | 6,600.00 | 3,000.00 | 6,000.00 | ||
| 741-04-B | fire hydrant (2-way) | 11 | EACH | 3,500.00 | 38,500.00 | 3,300.00 | 36,300.00 | 3,300.00 | 36,300.00 | ||
| 741-05-A | water service line (3/4" pe tubing 200 p.s.i.)(cts copper tubing size) |
1,000 | LNFT | 8.00 | 8,000.00 | 6.80 | 6,800.00 | 20.00 | 20,000.00 | ||
| 741-05-B | water service line (1" pe tubing 200 p.s.i.)(cts copper tubing size) |
600 | LNFT | 8.00 | 4,800.00 | 6.90 | 4,140.00 | 22.00 | 13,200.00 | ||
| 741-05-C | water service line (1 1/2" pe tubing 200 p.s.i.)(cts copper tubing size) |
300 | LNFT | 8.50 | 2,550.00 | 7.40 | 2,220.00 | 25.00 | 7,500.00 | ||
| 741-05-D | water service line (2" pe tubing 200 p.s.i.)(cts copper tubing size) |
100 | LNFT | 9.00 | 900.00 | 7.60 | 760.00 | 27.00 | 2,700.00 | ||
| 741-08 | relocating water meter | 45 | EACH | 400.00 | 18,000.00 | 370.00 | 16,650.00 | 600.00 | 27,000.00 | ||
| 741-11 | adjusting water valve and meter box | 6 | EACH | 800.00 | 4,800.00 | 500.00 | 3,000.00 | 1,000.00 | 6,000.00 | ||
| 741-12 | removing water valve including box | 32 | EACH | 300.00 | 9,600.00 | 300.00 | 9,600.00 | 550.00 | 17,600.00 | ||
| 741-13 | removing fire hydrant | 8 | EACH | 400.00 | 3,200.00 | 600.00 | 4,800.00 | 600.00 | 4,800.00 | ||
| 741-14 | concrete blocking | 130.0 | CUYD | 450.00 | 58,500.00 | 400.00 | 52,000.00 | 150.00 | 19,500.00 | ||
| 742-02 | adjusting sanitary sewer house connections | 55 | EACH | 1,500.00 | 82,500.00 | 1,300.00 | 71,500.00 | 1,500.00 | 82,500.00 | ||
| 742-03 | adjusting sanitary sewer service lines | 1,100 | LNFT | 35.00 | 38,500.00 | 30.00 | 33,000.00 | 35.00 | 38,500.00 | ||
| 805-01-A | class a concrete (pipe headwalls) | 13.68 | CUYD | 1,200.00 | 16,416.00 | 850.00 | 11,628.00 | 1,100.00 | 15,048.00 | ||
| 806-01 | deformed reinforcing steel | 717 | LB | 2.50 | 1,792.50 | 1.00 | 717.00 | 4.00 | 2,868.00 | ||
| S-001 | adjusting monitoring wells | 1 | EACH | 1,000.00 | 1,000.00 | 1,500.00 | 1,500.00 | 1,000.00 | 1,000.00 | ||
| S-002 | cleaning existing ditches | 380 | LNFT | 12.00 | 4,560.00 | 14.00 | 5,320.00 | 8.00 | 3,040.00 | ||
| S-004 | unit pavers | 406.3 | SQYD | 50.00 | 20,315.00 | 60.00 | 24,378.00 | 120.00 | 48,756.00 | ||
| S-005 | sanitary sewer pipe (8")(pe)(install by pipe bursting) | 3,365 | LNFT | 80.00 | 269,200.00 | 70.00 | 235,550.00 | 60.00 | 201,900.00 | ||
| S-006 | sanitary sewer pipe (12")(pe)(install by pipe bursting) | 1,455 | LNFT | 60.00 | 87,300.00 | 56.00 | 81,480.00 | 72.00 | 104,760.00 | ||
| S-007 | sanitary sewer pipe (15")(pe)(install by pipe bursting) | 1,511.0 | LNFT | 65.00 | 98,215.00 | 60.00 | 90,660.00 | 110.00 | 166,210.00 | ||
| S-008 | sanitary sewer pipe (21")(pe)(install by pipe bursting) | 587 | LNFT | 190.00 | 111,530.00 | 165.00 | 96,855.00 | 230.00 | 135,010.00 | ||
| S-009 | sanitary sewer force main (10")(class 150 c-900 pvc) | 1,000 | LNFT | 30.00 | 30,000.00 | 26.00 | 26,000.00 | 30.00 | 30,000.00 | ||
| S-010 | sanitary sewer point repair | 3 | EACH | 3,000.00 | 9,000.00 | 2,600.00 | 7,800.00 | 3,200.00 | 9,600.00 | ||
| S-011 | plastic pavement markings (yield lines) | 34 | LNFT | 3.50 | 119.00 | 50.00 | 1,700.00 | 100.00 | 3,400.00 | ||
| S-012 | traffic maintenance superpave asphaltic concrete | 500.0 | TON | 250.00 | 125,000.00 | 80.00 | 40,000.00 | 125.00 | 62,500.00 | ||
| CONTRACTOR TOTAL | 13,880,648.49 | 14,955,634.20 | 15,638,991.67 | ||||||||