| |||
| DBE GOAL FED | |||
| Lead Project: 742-36-0117 | |||
| Parish: ORLEANS | |||
| Routes: | |||
| Description: FLEUR DE LIS DRIVE RECONSTRUCTION PHASE II | |||
| Type Const:
grading, drainage structures, class ii base course, portland cement concrete pavement, and related work. | |||
| Estimated Construction Cost: $11,108,870.00 | |||
| Maximum Number of Days Allowed for Construction: 280 | |||
| Calculated Daily User Cost: $3,000.00 | |||
| Rank | License | Bidder | Construction Bid | Bidder's Proposed Contract Time | Total Bid |
|---|---|---|---|---|---|
| 1 | 02179 | BOH BROS. CONSTRUCTION CO., LLC. | $10,054,998.00 | 250 | $10,804,998.00 |
| 2 | 01033 | WALLACE C. DRENNAN, INC. | $10,737,644.00 | 260 | $11,517,644.00 |
| 3 | 00935 | FLEMING CONSTRUCTION CO., INC. | $12,968,471.84 | 280 | $13,808,471.84 |
| 4 | 27634 | PHYLWAY CONSTRUCTION LLC | $14,162,200.45 | 280 | $15,002,200.45 |
| 5 | 36961 | CYCLE CONSTRUCTION CO. L.L.C. | $17,621,190.00 | 280 | $18,461,190.00 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - BOH BROS. CONSTRUCTION CO., LLC. |
- 2 - WALLACE C. DRENNAN, INC. |
- 3 - FLEMING CONSTRUCTION CO., INC. |
- 4 - PHYLWAY CONSTRUCTION LLC |
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 202-01 | removal of structures & obstructions | lump | LUMP | 45,000.00 | 45,000.00 | 200,000.00 | 200,000.00 | 95,000.00 | 95,000.00 | 270,000.00 | 270,000.00 |
| 202-02-C | removal of portland cement concrete pavement | 6,296 | SQYD | 6.00 | 37,776.00 | 10.00 | 62,960.00 | 18.00 | 113,328.00 | 9.00 | 56,664.00 |
| 202-02-D | removal of concrete walks & drives | 5,336 | SQYD | 5.00 | 26,680.00 | 15.00 | 80,040.00 | 14.00 | 74,704.00 | 6.00 | 32,016.00 |
| 202-02-I | removal of asphalt pavement (8" thick) | 14,031.7 | SQYD | 5.00 | 70,158.50 | 1.00 | 14,031.70 | 11.00 | 154,348.70 | 3.50 | 49,110.95 |
| 202-02-L | removal of existing manholes | 32 | EACH | 500.00 | 16,000.00 | 10.00 | 320.00 | 600.00 | 19,200.00 | 260.00 | 8,320.00 |
| 203-05 | excavation and embankment | lump | LUMP | 200,000.00 | 200,000.00 | 200,000.00 | 200,000.00 | 466,000.00 | 466,000.00 | 150,000.00 | 150,000.00 |
| 203-08 | geotextile fabric | 28,642 | SQYD | 1.50 | 42,963.00 | 2.00 | 57,284.00 | 1.20 | 34,370.40 | 1.10 | 31,506.20 |
| 204-02 | temporary hay or straw bales | 1,176 | EACH | 11.00 | 12,936.00 | 5.00 | 5,880.00 | 10.00 | 11,760.00 | 8.00 | 9,408.00 |
| 302-02-C | class ii base course (8" thick) | 23,794.4 | SQYD | 15.00 | 356,916.00 | 14.00 | 333,121.60 | 22.00 | 523,476.80 | 18.00 | 428,299.20 |
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 407.4 | CUYD | 70.00 | 28,518.00 | 20.00 | 8,148.00 | 50.00 | 20,370.00 | 40.00 | 16,296.00 |
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
200.9 | TON | 200.00 | 40,180.00 | 270.00 | 54,243.00 | 235.00 | 47,211.50 | 240.00 | 48,216.00 |
| 601-01-I | portland cement concrete pavement (9" thick) | 18,141.8 | SQYD | 50.00 | 907,090.00 | 60.00 | 1,088,508.00 | 75.00 | 1,360,635.00 | 59.00 | 1,070,366.20 |
| 601-04 | portland cement concrete pavement coring | 25 | EACH | 88.00 | 2,200.00 | 100.00 | 2,500.00 | 165.00 | 4,125.00 | 150.00 | 3,750.00 |
| 701-03-E | storm drain pipe (12" rcp) | 2,124 | LNFT | 75.00 | 159,300.00 | 84.00 | 178,416.00 | 130.00 | 276,120.00 | 95.00 | 201,780.00 |
| 701-03-F | storm drain pipe (15" rcp) | 3,789 | LNFT | 78.00 | 295,542.00 | 94.00 | 356,166.00 | 135.00 | 511,515.00 | 150.00 | 568,350.00 |
| 701-03-G | storm drain pipe (18" rcp) | 177 | LNFT | 125.00 | 22,125.00 | 124.00 | 21,948.00 | 310.00 | 54,870.00 | 155.00 | 27,435.00 |
| 701-03-I | storm drain pipe (24" rcp) | 312 | LNFT | 155.00 | 48,360.00 | 134.00 | 41,808.00 | 260.00 | 81,120.00 | 160.00 | 49,920.00 |
| 701-03-K | storm drain pipe (30" rcp) | 976 | LNFT | 125.00 | 122,000.00 | 164.00 | 160,064.00 | 190.00 | 185,440.00 | 190.00 | 185,440.00 |
| 701-04-E | storm drain pipe arch (30" equiv. rcpa) | 887 | LNFT | 225.00 | 199,575.00 | 174.00 | 154,338.00 | 540.00 | 478,980.00 | 200.00 | 177,400.00 |
| 706-02-C | concrete drive (6" thick) | 1,134.2 | SQYD | 62.00 | 70,320.40 | 82.00 | 93,004.40 | 80.00 | 90,736.00 | 60.00 | 68,052.00 |
| 707-01 | concrete curb | 13,039.8 | LNFT | 10.00 | 130,398.00 | 8.50 | 110,838.30 | 5.50 | 71,718.90 | 5.00 | 65,199.00 |
| 707-03 | combination concrete curb & gutter | 89.6 | LNFT | 65.00 | 5,824.00 | 70.00 | 6,272.00 | 50.00 | 4,480.00 | 30.00 | 2,688.00 |
| 710-01 | flowable fill | 200 | CUYD | 150.00 | 30,000.00 | 75.00 | 15,000.00 | 180.00 | 36,000.00 | 100.00 | 20,000.00 |
| 713-01 | temporary signs & barricades | lump | LUMP | 90,000.00 | 90,000.00 | 100,000.00 | 100,000.00 | 100,000.00 | 100,000.00 | 130,000.00 | 130,000.00 |
| 713-03-A-01 | temporary pvmt. markings (broken line)(4"w)(4'l)(type i removable) |
2.826 | MILE | 300.00 | 847.80 | 2,600.00 | 7,347.60 | 200.00 | 565.20 | 5,000.00 | 14,130.00 |
| 714-01 | slab sodding | 8,147 | SQYD | 4.50 | 36,661.50 | 7.00 | 57,029.00 | 5.00 | 40,735.00 | 5.00 | 40,735.00 |
| 715-01 | topsoil | 1,358 | CUYD | 31.00 | 42,098.00 | 15.00 | 20,370.00 | 45.00 | 61,110.00 | 25.00 | 33,950.00 |
| 717-01 | seeding | 76 | LB | 4.50 | 342.00 | 20.00 | 1,520.00 | 31.00 | 2,356.00 | 13.00 | 988.00 |
| 718-01 | fertilizer | 2,534 | LB | 1.00 | 2,534.00 | 0.50 | 1,267.00 | 1.00 | 2,534.00 | 0.45 | 1,140.30 |
| 722-01 | project site laboratory | 1 | EACH | 10,000.00 | 10,000.00 | 20,000.00 | 20,000.00 | 18,000.00 | 18,000.00 | 20,000.00 | 20,000.00 |
| 723-01 | granular material (net section) | 7,840 | CUYD | 28.00 | 219,520.00 | 5.00 | 39,200.00 | 32.00 | 250,880.00 | 25.00 | 196,000.00 |
| 725-01 | temporary detour roads | 270.6 | SQYD | 70.00 | 18,942.00 | 110.00 | 29,766.00 | 100.00 | 27,060.00 | 100.00 | 27,060.00 |
| 726-01 | bedding material | 1,014.0 | CUYD | 100.00 | 101,400.00 | 5.00 | 5,070.00 | 75.00 | 76,050.00 | 57.00 | 57,798.00 |
| 727-01 | mobilization | lump | LUMP | 745,000.00 | 745,000.00 | 888,000.00 | 888,000.00 | 750,000.00 | 750,000.00 | 1,300,000.00 | 1,300,000.00 |
| 728-01-01 | jacked or bored pipe (12" d water main) | 128.0 | LNFT | 590.00 | 75,520.00 | 600.00 | 76,800.00 | 525.00 | 67,200.00 | 500.00 | 64,000.00 |
| 728-01-02 | jacked or bored pipe (20" d sewer force main) | 128.0 | LNFT | 750.00 | 96,000.00 | 800.00 | 102,400.00 | 670.00 | 85,760.00 | 700.00 | 89,600.00 |
| 728-01-03 | jacked or bored pipe (18" d gravity sewer) | 140.0 | LNFT | 1,100.00 | 154,000.00 | 1,500.00 | 210,000.00 | 1,400.00 | 196,000.00 | 900.00 | 126,000.00 |
| 728-01-04 | jacked or bored pipe (12" d gravity sewer) | 50.9 | LNFT | 1,500.00 | 76,350.00 | 1,500.00 | 76,350.00 | 1,020.00 | 51,918.00 | 1,100.00 | 55,990.00 |
| 729-01 | sign (type a) | 615.3 | SQFT | 27.00 | 16,613.10 | 16.00 | 9,844.80 | 27.50 | 16,920.75 | 16.00 | 9,844.80 |
| 729-08-A | mounting (2 1/2" post) | 69 | EACH | 1,800.00 | 124,200.00 | 130.00 | 8,970.00 | 1,800.00 | 124,200.00 | 130.00 | 8,970.00 |
| 732-01-E | plastic pavement striping (24" width) | 626 | LNFT | 4.00 | 2,504.00 | 4.00 | 2,504.00 | 4.35 | 2,723.10 | 4.00 | 2,504.00 |
| 732-02-A | plastic pavement striping (solid line) (4" width) | 2.184 | MILE | 3,000.00 | 6,552.00 | 3,000.00 | 6,552.00 | 3,200.00 | 6,988.80 | 3,100.00 | 6,770.40 |
| 732-02-B | plastic pavement striping (solid line) (6" width) | 0.186 | MILE | 4,300.00 | 799.80 | 4,300.00 | 799.80 | 4,665.00 | 867.69 | 4,400.00 | 818.40 |
| 732-02-C | plastic pavement striping (solid line) (8" width) | 0.035 | MILE | 5,300.00 | 185.50 | 5,300.00 | 185.50 | 5,800.00 | 203.00 | 5,600.00 | 196.00 |
| 732-04-A | plastic pavement legends & symbols (arrow) | 2 | EACH | 220.00 | 440.00 | 150.00 | 300.00 | 240.00 | 480.00 | 220.00 | 440.00 |
| 732-04-B | plastic pavement legends & symbols (double arrow) | 2 | EACH | 240.00 | 480.00 | 200.00 | 400.00 | 220.00 | 440.00 | 240.00 | 480.00 |
| 732-04-C | plastic pavement legends & symbols (only) | 1 | EACH | 230.00 | 230.00 | 160.00 | 160.00 | 231.00 | 231.00 | 230.00 | 230.00 |
| 735-01 | mailboxes | 33 | EACH | 7.00 | 231.00 | 0.50 | 16.50 | 65.00 | 2,145.00 | 1.00 | 33.00 |
| 735-02 | mailbox supports (single) | 33 | EACH | 175.00 | 5,775.00 | 50.00 | 1,650.00 | 200.00 | 6,600.00 | 130.00 | 4,290.00 |
| 740-01 | construction layout | lump | LUMP | 125,000.00 | 125,000.00 | 10,000.00 | 10,000.00 | 50,000.00 | 50,000.00 | 80,000.00 | 80,000.00 |
| 802-06 | well-point system | lump | LUMP | 50,000.00 | 50,000.00 | 100,000.00 | 100,000.00 | 80,000.00 | 80,000.00 | 350,000.00 | 350,000.00 |
| S-001 | utility exploration | 5 | EACH | 2,500.00 | 12,500.00 | 2,500.00 | 12,500.00 | 1,500.00 | 7,500.00 | 1,200.00 | 6,000.00 |
| S-002 | removal of existing sewer force main with valves | 3,246.7 | LNFT | 2.00 | 6,493.40 | 0.00 | 0.00 | 15.00 | 48,700.50 | 3.00 | 9,740.10 |
| S-003 | new 8"d water main with main line fittings | 5,022.0 | LNFT | 55.00 | 276,210.00 | 85.00 | 426,870.00 | 75.00 | 376,650.00 | 55.00 | 276,210.00 |
| S-004 | new 12"d water main with main line fittings | 3,533.4 | LNFT | 80.00 | 282,672.00 | 95.00 | 335,673.00 | 80.00 | 282,672.00 | 68.00 | 240,271.20 |
| S-005 | replace 3/4" water house connection (from main to meter & from meter to property line) |
10 | EACH | 500.00 | 5,000.00 | 10.00 | 100.00 | 1,100.00 | 11,000.00 | 525.00 | 5,250.00 |
| S-006 | replace 1" water house connection | 23 | EACH | 400.00 | 9,200.00 | 200.00 | 4,600.00 | 1,200.00 | 27,600.00 | 550.00 | 12,650.00 |
| S-007 | new fire hydrants | 22 | EACH | 4,500.00 | 99,000.00 | 5,000.00 | 110,000.00 | 3,400.00 | 74,800.00 | 4,200.00 | 92,400.00 |
| S-008 | replace broken water meter box (1") | 33 | EACH | 300.00 | 9,900.00 | 300.00 | 9,900.00 | 550.00 | 18,150.00 | 500.00 | 16,500.00 |
| S-009 | new 8"d water valves with water valve manhole | 26 | EACH | 10,000.00 | 260,000.00 | 8,000.00 | 208,000.00 | 10,500.00 | 273,000.00 | 7,800.00 | 202,800.00 |
| S-010 | new 12"d water valves with water valve manhole | 6 | EACH | 14,000.00 | 84,000.00 | 11,000.00 | 66,000.00 | 12,300.00 | 73,800.00 | 10,600.00 | 63,600.00 |
| S-011 | install 8"d sewer mains (8.1' - 10.0') | 284.0 | LNFT | 228.00 | 64,752.00 | 260.00 | 73,840.00 | 220.00 | 62,480.00 | 240.00 | 68,160.00 |
| S-012 | install 8"d sewer mains (10.1'+) | 2,100.0 | LNFT | 230.00 | 483,000.00 | 270.00 | 567,000.00 | 220.00 | 462,000.00 | 620.00 | 1,302,000.00 |
| S-013 | install 10"d sewer mains (10.1'+) | 300.0 | LNFT | 270.00 | 81,000.00 | 289.00 | 86,700.00 | 260.00 | 78,000.00 | 620.00 | 186,000.00 |
| S-014 | install 12"d sewer mains (10.1'+) | 2,700.0 | LNFT | 280.00 | 756,000.00 | 320.00 | 864,000.00 | 485.00 | 1,309,500.00 | 660.00 | 1,782,000.00 |
| S-015 | install 15"d sewer mains (10.1'+) | 300.0 | LNFT | 390.00 | 117,000.00 | 400.00 | 120,000.00 | 540.00 | 162,000.00 | 1,130.00 | 339,000.00 |
| S-016 | install 16"d sewer mains (10.1'+) | 48.0 | LNFT | 395.00 | 18,960.00 | 1,000.00 | 48,000.00 | 690.00 | 33,120.00 | 1,140.00 | 54,720.00 |
| S-017 | install 18"d sewer mains (10.1'+) | 380.0 | LNFT | 400.00 | 152,000.00 | 800.00 | 304,000.00 | 630.00 | 239,400.00 | 1,170.00 | 444,600.00 |
| S-018 | install sewer manhole (s&wb dwg. no. 6178-b6)(8.1' - 10.0') |
3 | EACH | 9,000.00 | 27,000.00 | 6,000.00 | 18,000.00 | 10,150.00 | 30,450.00 | 7,000.00 | 21,000.00 |
| S-019 | install sewer manhole (s&wb dwg. no. 6178-b6)(10.1'+) | 21 | EACH | 10,500.00 | 220,500.00 | 15,000.00 | 315,000.00 | 15,000.00 | 315,000.00 | 9,000.00 | 189,000.00 |
| S-020 | new sewer house connection (from main to back of curb) (6") |
33 | EACH | 400.00 | 13,200.00 | 880.00 | 29,040.00 | 3,000.00 | 99,000.00 | 2,700.00 | 89,100.00 |
| S-021 | new sewer force main (18" c905 pvc) | 3,199.0 | LNFT | 145.00 | 463,855.00 | 133.00 | 425,467.00 | 125.00 | 399,875.00 | 130.00 | 415,870.00 |
| S-022 | tie into existing d.i. sewer force main at veterans blvd. |
lump | LUMP | 25,000.00 | 25,000.00 | 10,000.00 | 10,000.00 | 15,000.00 | 15,000.00 | 10,000.00 | 10,000.00 |
| S-023 | tie into existing d.i. sewer force main at 32nd street | lump | LUMP | 10,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | 15,000.00 | 15,000.00 | 9,400.00 | 9,400.00 |
| S-024 | drain house connection (8" d) w/ 4" d or 6" d pvc reducer |
355.0 | LNFT | 55.00 | 19,525.00 | 43.00 | 15,265.00 | 45.00 | 15,975.00 | 17.00 | 6,035.00 |
| S-025 | drain house connection (8" d) from yard drain to catch basins stubouts |
1,396.0 | LNFT | 30.00 | 41,880.00 | 33.00 | 46,068.00 | 45.00 | 62,820.00 | 15.00 | 20,940.00 |
| S-026 | no. 1 std. drain manhole (s&wb dwg. d-870) | 77.2 | VFH | 650.00 | 50,180.00 | 400.00 | 30,880.00 | 525.00 | 40,530.00 | 750.00 | 57,900.00 |
| S-027 | no. 2 std. drain manhole (s&wb dwg. d-870) | 280.7 | VFH | 660.00 | 185,262.00 | 410.00 | 115,087.00 | 525.00 | 147,367.50 | 775.00 | 217,542.50 |
| S-028 | single mountable catch basin (s&wb dwg. d-3431-a) | 84 | EACH | 3,750.00 | 315,000.00 | 4,000.00 | 336,000.00 | 3,500.00 | 294,000.00 | 4,800.00 | 403,200.00 |
| S-029 | 24" x 30" clear opening std. drop inlet (s&wb dwg. d-3264) |
45 | EACH | 2,750.00 | 123,750.00 | 3,666.00 | 164,970.00 | 3,500.00 | 157,500.00 | 5,200.00 | 234,000.00 |
| S-030 | yard drain inlet | 39 | EACH | 2,300.00 | 89,700.00 | 1,777.00 | 69,303.00 | 1,500.00 | 58,500.00 | 565.00 | 22,035.00 |
| S-031 | gravel bed and filter cloth over tree roots | lump | LUMP | 1,250.00 | 1,250.00 | 1,500.00 | 1,500.00 | 1,000.00 | 1,000.00 | 1,300.00 | 1,300.00 |
| S-032 | landscaping | lump | LUMP | 44,000.00 | 44,000.00 | 10,000.00 | 10,000.00 | 2,500.00 | 2,500.00 | 0.00 | 0.00 |
| S-033 | tree trimming | lump | LUMP | 23,000.00 | 23,000.00 | 44,000.00 | 44,000.00 | 13,000.00 | 13,000.00 | 13,000.00 | 13,000.00 |
| S-034 | root pruning | lump | LUMP | 21,000.00 | 21,000.00 | 25,000.00 | 25,000.00 | 15,000.00 | 15,000.00 | 16,000.00 | 16,000.00 |
| S-035 | vibration monitoring | lump | LUMP | 11,000.00 | 11,000.00 | 7,700.00 | 7,700.00 | 60,000.00 | 60,000.00 | 105,000.00 | 105,000.00 |
| S-036 | saw cutting 7" thick pcc pavement (full depth) | 985.0 | LNFT | 10.00 | 9,850.00 | 8.00 | 7,880.00 | 6.00 | 5,910.00 | 10.00 | 9,850.00 |
| S-037 | project signs | 2 | EACH | 2,400.00 | 4,800.00 | 2,500.00 | 5,000.00 | 5,000.00 | 10,000.00 | 1,100.00 | 2,200.00 |
| S-038 | 30"x30"x12" reinforced concrete wye | 34 | EACH | 1,600.00 | 54,400.00 | 1,188.00 | 40,392.00 | 1,400.00 | 47,600.00 | 1,700.00 | 57,800.00 |
| S-039 | 24"x24"x12" reinforced concrete wye | 4 | EACH | 1,200.00 | 4,800.00 | 800.00 | 3,200.00 | 1,000.00 | 4,000.00 | 1,300.00 | 5,200.00 |
| S-040 | 18"x18"x12" reinforced concrete wye | 2 | EACH | 650.00 | 1,300.00 | 400.00 | 800.00 | 565.00 | 1,130.00 | 900.00 | 1,800.00 |
| S-041 | video and photographic survey | lump | LUMP | 27,000.00 | 27,000.00 | 11,880.00 | 11,880.00 | 25,000.00 | 25,000.00 | 100,000.00 | 100,000.00 |
| S-042 | street name sign on new post | 44 | EACH | 450.00 | 19,800.00 | 150.00 | 6,600.00 | 500.00 | 22,000.00 | 160.00 | 7,040.00 |
| S-043 | reinforced concrete sidewalk (4" thick) | 2,640.8 | SQYD | 55.00 | 145,244.00 | 82.00 | 216,545.60 | 75.00 | 198,060.00 | 45.00 | 118,836.00 |
| S-044 | sidewalk @ intersection (incl. handicapped ramps)(6" thick) |
699.8 | SQYD | 100.00 | 69,980.00 | 120.00 | 83,976.00 | 160.00 | 111,968.00 | 85.00 | 59,483.00 |
| S-045 | sidewalk in median (incl. handicapped ramps) | 560.6 | SQYD | 100.00 | 56,060.00 | 150.00 | 84,090.00 | 160.00 | 89,696.00 | 85.00 | 47,651.00 |
| S-046 | portland cement concrete pavement (reinforced w/6x12-w7.5xw6.5 wwf) |
1,782.0 | SQYD | 95.00 | 169,290.00 | 77.00 | 137,214.00 | 85.00 | 151,470.00 | 64.00 | 114,048.00 |
| S-047 | portland cement concrete pavement (reinforced w/#3@18" o.c.e.w.) |
2,132.6 | SQYD | 95.00 | 202,597.00 | 77.00 | 164,210.20 | 85.00 | 181,271.00 | 67.00 | 142,884.20 |
| S-048 | temporary sanitary sewer diversion(@ 12th street) | lump | LUMP | 15,000.00 | 15,000.00 | 44,000.00 | 44,000.00 | 100,000.00 | 100,000.00 | 400,000.00 | 400,000.00 |
| ITEM TOTAL (CONSTRUCTION BID) | 10,054,998.00 | 10,737,644.00 | 12,968,471.84 | 14,162,200.45 | |||||||
| NUMBER OF DAYS BID AT $3,000 PER DAY. | 750,000.00 | 780,000.00 | 840,000.00 | 840,000.00 | |||||||
| TOTAL BID | 10,804,998.00 | 11,517,644.00 | 13,808,471.84 | 15,002,200.45 | |||||||
| Item Number | Item Description | Quantity | Unit of Measure | - 5 - CYCLE 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 | 250,000.00 | 250,000.00 | ||||||
| 202-02-C | removal of portland cement concrete pavement | 6,296 | SQYD | 10.00 | 62,960.00 | ||||||
| 202-02-D | removal of concrete walks & drives | 5,336 | SQYD | 11.00 | 58,696.00 | ||||||
| 202-02-I | removal of asphalt pavement (8" thick) | 14,031.7 | SQYD | 10.00 | 140,317.00 | ||||||
| 202-02-L | removal of existing manholes | 32 | EACH | 1,400.00 | 44,800.00 | ||||||
| 203-05 | excavation and embankment | lump | LUMP | 250,000.00 | 250,000.00 | ||||||
| 203-08 | geotextile fabric | 28,642 | SQYD | 2.00 | 57,284.00 | ||||||
| 204-02 | temporary hay or straw bales | 1,176 | EACH | 30.00 | 35,280.00 | ||||||
| 302-02-C | class ii base course (8" thick) | 23,794.4 | SQYD | 22.00 | 523,476.80 | ||||||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 407.4 | CUYD | 52.00 | 21,184.80 | ||||||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
200.9 | TON | 260.00 | 52,234.00 | ||||||
| 601-01-I | portland cement concrete pavement (9" thick) | 18,141.8 | SQYD | 74.00 | 1,342,493.20 | ||||||
| 601-04 | portland cement concrete pavement coring | 25 | EACH | 170.00 | 4,250.00 | ||||||
| 701-03-E | storm drain pipe (12" rcp) | 2,124 | LNFT | 235.00 | 499,140.00 | ||||||
| 701-03-F | storm drain pipe (15" rcp) | 3,789 | LNFT | 150.00 | 568,350.00 | ||||||
| 701-03-G | storm drain pipe (18" rcp) | 177 | LNFT | 185.00 | 32,745.00 | ||||||
| 701-03-I | storm drain pipe (24" rcp) | 312 | LNFT | 190.00 | 59,280.00 | ||||||
| 701-03-K | storm drain pipe (30" rcp) | 976 | LNFT | 195.00 | 190,320.00 | ||||||
| 701-04-E | storm drain pipe arch (30" equiv. rcpa) | 887 | LNFT | 240.00 | 212,880.00 | ||||||
| 706-02-C | concrete drive (6" thick) | 1,134.2 | SQYD | 65.00 | 73,723.00 | ||||||
| 707-01 | concrete curb | 13,039.8 | LNFT | 7.00 | 91,278.60 | ||||||
| 707-03 | combination concrete curb & gutter | 89.6 | LNFT | 60.00 | 5,376.00 | ||||||
| 710-01 | flowable fill | 200 | CUYD | 255.00 | 51,000.00 | ||||||
| 713-01 | temporary signs & barricades | lump | LUMP | 100,000.00 | 100,000.00 | ||||||
| 713-03-A-01 | temporary pvmt. markings (broken line)(4"w)(4'l)(type i removable) |
2.826 | MILE | 600.00 | 1,695.60 | ||||||
| 714-01 | slab sodding | 8,147 | SQYD | 7.00 | 57,029.00 | ||||||
| 715-01 | topsoil | 1,358 | CUYD | 45.00 | 61,110.00 | ||||||
| 717-01 | seeding | 76 | LB | 10.00 | 760.00 | ||||||
| 718-01 | fertilizer | 2,534 | LB | 0.50 | 1,267.00 | ||||||
| 722-01 | project site laboratory | 1 | EACH | 17,000.00 | 17,000.00 | ||||||
| 723-01 | granular material (net section) | 7,840 | CUYD | 25.00 | 196,000.00 | ||||||
| 725-01 | temporary detour roads | 270.6 | SQYD | 200.00 | 54,120.00 | ||||||
| 726-01 | bedding material | 1,014.0 | CUYD | 75.00 | 76,050.00 | ||||||
| 727-01 | mobilization | lump | LUMP | 1,500,000.00 | 1,500,000.00 | ||||||
| 728-01-01 | jacked or bored pipe (12" d water main) | 128.0 | LNFT | 1,500.00 | 192,000.00 | ||||||
| 728-01-02 | jacked or bored pipe (20" d sewer force main) | 128.0 | LNFT | 1,500.00 | 192,000.00 | ||||||
| 728-01-03 | jacked or bored pipe (18" d gravity sewer) | 140.0 | LNFT | 1,800.00 | 252,000.00 | ||||||
| 728-01-04 | jacked or bored pipe (12" d gravity sewer) | 50.9 | LNFT | 900.00 | 45,810.00 | ||||||
| 729-01 | sign (type a) | 615.3 | SQFT | 18.00 | 11,075.40 | ||||||
| 729-08-A | mounting (2 1/2" post) | 69 | EACH | 150.00 | 10,350.00 | ||||||
| 732-01-E | plastic pavement striping (24" width) | 626 | LNFT | 5.00 | 3,130.00 | ||||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 2.184 | MILE | 3,500.00 | 7,644.00 | ||||||
| 732-02-B | plastic pavement striping (solid line) (6" width) | 0.186 | MILE | 5,200.00 | 967.20 | ||||||
| 732-02-C | plastic pavement striping (solid line) (8" width) | 0.035 | MILE | 5,400.00 | 189.00 | ||||||
| 732-04-A | plastic pavement legends & symbols (arrow) | 2 | EACH | 250.00 | 500.00 | ||||||
| 732-04-B | plastic pavement legends & symbols (double arrow) | 2 | EACH | 260.00 | 520.00 | ||||||
| 732-04-C | plastic pavement legends & symbols (only) | 1 | EACH | 250.00 | 250.00 | ||||||
| 735-01 | mailboxes | 33 | EACH | 60.00 | 1,980.00 | ||||||
| 735-02 | mailbox supports (single) | 33 | EACH | 90.00 | 2,970.00 | ||||||
| 740-01 | construction layout | lump | LUMP | 160,000.00 | 160,000.00 | ||||||
| 802-06 | well-point system | lump | LUMP | 350,000.00 | 350,000.00 | ||||||
| S-001 | utility exploration | 5 | EACH | 4,200.00 | 21,000.00 | ||||||
| S-002 | removal of existing sewer force main with valves | 3,246.7 | LNFT | 42.00 | 136,361.40 | ||||||
| S-003 | new 8"d water main with main line fittings | 5,022.0 | LNFT | 135.00 | 677,970.00 | ||||||
| S-004 | new 12"d water main with main line fittings | 3,533.4 | LNFT | 145.00 | 512,343.00 | ||||||
| S-005 | replace 3/4" water house connection (from main to meter & from meter to property line) |
10 | EACH | 900.00 | 9,000.00 | ||||||
| S-006 | replace 1" water house connection | 23 | EACH | 900.00 | 20,700.00 | ||||||
| S-007 | new fire hydrants | 22 | EACH | 4,900.00 | 107,800.00 | ||||||
| S-008 | replace broken water meter box (1") | 33 | EACH | 450.00 | 14,850.00 | ||||||
| S-009 | new 8"d water valves with water valve manhole | 26 | EACH | 7,600.00 | 197,600.00 | ||||||
| S-010 | new 12"d water valves with water valve manhole | 6 | EACH | 11,000.00 | 66,000.00 | ||||||
| S-011 | install 8"d sewer mains (8.1' - 10.0') | 284.0 | LNFT | 570.00 | 161,880.00 | ||||||
| S-012 | install 8"d sewer mains (10.1'+) | 2,100.0 | LNFT | 720.00 | 1,512,000.00 | ||||||
| S-013 | install 10"d sewer mains (10.1'+) | 300.0 | LNFT | 765.00 | 229,500.00 | ||||||
| S-014 | install 12"d sewer mains (10.1'+) | 2,700.0 | LNFT | 785.00 | 2,119,500.00 | ||||||
| S-015 | install 15"d sewer mains (10.1'+) | 300.0 | LNFT | 800.00 | 240,000.00 | ||||||
| S-016 | install 16"d sewer mains (10.1'+) | 48.0 | LNFT | 920.00 | 44,160.00 | ||||||
| S-017 | install 18"d sewer mains (10.1'+) | 380.0 | LNFT | 920.00 | 349,600.00 | ||||||
| S-018 | install sewer manhole (s&wb dwg. no. 6178-b6)(8.1' - 10.0') |
3 | EACH | 8,800.00 | 26,400.00 | ||||||
| S-019 | install sewer manhole (s&wb dwg. no. 6178-b6)(10.1'+) | 21 | EACH | 12,000.00 | 252,000.00 | ||||||
| S-020 | new sewer house connection (from main to back of curb) (6") |
33 | EACH | 1,500.00 | 49,500.00 | ||||||
| S-021 | new sewer force main (18" c905 pvc) | 3,199.0 | LNFT | 170.00 | 543,830.00 | ||||||
| S-022 | tie into existing d.i. sewer force main at veterans blvd. |
lump | LUMP | 35,000.00 | 35,000.00 | ||||||
| S-023 | tie into existing d.i. sewer force main at 32nd street | lump | LUMP | 35,000.00 | 35,000.00 | ||||||
| S-024 | drain house connection (8" d) w/ 4" d or 6" d pvc reducer |
355.0 | LNFT | 40.00 | 14,200.00 | ||||||
| S-025 | drain house connection (8" d) from yard drain to catch basins stubouts |
1,396.0 | LNFT | 40.00 | 55,840.00 | ||||||
| S-026 | no. 1 std. drain manhole (s&wb dwg. d-870) | 77.2 | VFH | 820.00 | 63,304.00 | ||||||
| S-027 | no. 2 std. drain manhole (s&wb dwg. d-870) | 280.7 | VFH | 950.00 | 266,665.00 | ||||||
| S-028 | single mountable catch basin (s&wb dwg. d-3431-a) | 84 | EACH | 3,600.00 | 302,400.00 | ||||||
| S-029 | 24" x 30" clear opening std. drop inlet (s&wb dwg. d-3264) |
45 | EACH | 1,200.00 | 54,000.00 | ||||||
| S-030 | yard drain inlet | 39 | EACH | 1,200.00 | 46,800.00 | ||||||
| S-031 | gravel bed and filter cloth over tree roots | lump | LUMP | 10,000.00 | 10,000.00 | ||||||
| S-032 | landscaping | lump | LUMP | 60,000.00 | 60,000.00 | ||||||
| S-033 | tree trimming | lump | LUMP | 26,000.00 | 26,000.00 | ||||||
| S-034 | root pruning | lump | LUMP | 25,000.00 | 25,000.00 | ||||||
| S-035 | vibration monitoring | lump | LUMP | 300,000.00 | 300,000.00 | ||||||
| S-036 | saw cutting 7" thick pcc pavement (full depth) | 985.0 | LNFT | 12.00 | 11,820.00 | ||||||
| S-037 | project signs | 2 | EACH | 1,250.00 | 2,500.00 | ||||||
| S-038 | 30"x30"x12" reinforced concrete wye | 34 | EACH | 1,500.00 | 51,000.00 | ||||||
| S-039 | 24"x24"x12" reinforced concrete wye | 4 | EACH | 1,100.00 | 4,400.00 | ||||||
| S-040 | 18"x18"x12" reinforced concrete wye | 2 | EACH | 650.00 | 1,300.00 | ||||||
| S-041 | video and photographic survey | lump | LUMP | 75,000.00 | 75,000.00 | ||||||
| S-042 | street name sign on new post | 44 | EACH | 200.00 | 8,800.00 | ||||||
| S-043 | reinforced concrete sidewalk (4" thick) | 2,640.8 | SQYD | 65.00 | 171,652.00 | ||||||
| S-044 | sidewalk @ intersection (incl. handicapped ramps)(6" thick) |
699.8 | SQYD | 220.00 | 153,956.00 | ||||||
| S-045 | sidewalk in median (incl. handicapped ramps) | 560.6 | SQYD | 220.00 | 123,332.00 | ||||||
| S-046 | portland cement concrete pavement (reinforced w/6x12-w7.5xw6.5 wwf) |
1,782.0 | SQYD | 85.00 | 151,470.00 | ||||||
| S-047 | portland cement concrete pavement (reinforced w/#3@18" o.c.e.w.) |
2,132.6 | SQYD | 85.00 | 181,271.00 | ||||||
| S-048 | temporary sanitary sewer diversion(@ 12th street) | lump | LUMP | 175,000.00 | 175,000.00 | ||||||
| ITEM TOTAL (CONSTRUCTION BID) | 17,621,190.00 | ||||||||||
| NUMBER OF DAYS BID AT $3,000 PER DAY. | 840,000.00 | ||||||||||
| TOTAL BID | 18,461,190.00 | ||||||||||