| REBID |
| ||
| DBE GOAL FED | |||
| Lead Project: 713-36-0100 | |||
| Parish: ORLEANS | |||
| Routes: | |||
| Description: BAYOU ST. JOHN (PARK ISLAND) | |||
| Type Const:
class ii bc, superpave asphaltic concrete pavement, portland cement concrete pavement, landscaping, slab span bridge, water and sewer mains, and related work | |||
| Estimated Construction Cost: $1,560,905.35 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 36961 | CYCLE CONSTRUCTION CO. L.L.C. | $1,988,131.60 |
| 2 | 10729 | GIBBS CONSTRUCTION LLC | $2,074,111.60 |
| 3 | 36827 | SHAVERS-WHITTLE CONSTRUCTION INC | $2,658,154.10 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - CYCLE CONSTRUCTION CO. L.L.C. |
- 2 - GIBBS CONSTRUCTION LLC |
- 3 - SHAVERS-WHITTLE CONSTRUCTION INC |
|
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|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing and grubbing | lump | lump | 45,000.00 | 45,000.00 | 7,360.00 | 7,360.00 | 25,000.00 | 25,000.00 | ||
| 202-01 | removal of structures & obstructions | lump | lump | 26,000.00 | 26,000.00 | 14,700.00 | 14,700.00 | 35,000.00 | 35,000.00 | ||
| 202-02-A-01 | removal of bridges (sta. 2+150; 11.582 m x 7.163 m conc. bridge) |
1 | ea | 80,000.00 | 80,000.00 | 154,705.00 | 154,705.00 | 110,000.00 | 110,000.00 | ||
| 202-02-C | removal of portland cement concrete pavement | 142 | sq m | 20.00 | 2,840.00 | 28.00 | 3,976.00 | 220.00 | 31,240.00 | ||
| 202-02-D | removal of concrete walks & drives | 46 | sq m | 44.00 | 2,024.00 | 35.00 | 1,610.00 | 100.00 | 4,600.00 | ||
| 203-05 | excavation and embankment | lump | lump | 20,000.00 | 20,000.00 | 6,855.00 | 6,855.00 | 138,000.00 | 138,000.00 | ||
| 204-02 | temporary hay or straw bales | 7 | ea | 125.00 | 875.00 | 75.00 | 525.00 | 95.00 | 665.00 | ||
| 204-06 | temporary silt fencing | 74 | ln m | 10.00 | 740.00 | 24.00 | 1,776.00 | 9.00 | 666.00 | ||
| 302-01-A | class ii base course (stone) | 95.1 | cu m | 230.00 | 21,873.00 | 380.00 | 36,138.00 | 375.00 | 35,662.50 | ||
| 502-01 | superpave asphaltic concrete | 61.0 | Mg | 370.00 | 22,570.00 | 844.00 | 51,484.00 | 400.00 | 24,400.00 | ||
| 601-01-G-01 | portland cement concrete pavement (200 mm thick) (reinforced) |
92.7 | sq m | 140.00 | 12,978.00 | 112.00 | 10,382.40 | 350.00 | 32,445.00 | ||
| 601-04 | portland cement concrete pavement coring | 2 | ea | 350.00 | 700.00 | 735.00 | 1,470.00 | 250.00 | 500.00 | ||
| 702-04-A-01 | adjusting manholes (sewer) | 1 | ea | 1,500.00 | 1,500.00 | 2,210.00 | 2,210.00 | 2,500.00 | 2,500.00 | ||
| 706-01-A | concrete walk (100 mm thick) | 51.6 | sq m | 100.00 | 5,160.00 | 107.00 | 5,521.20 | 280.00 | 14,448.00 | ||
| 706-04 | handicapped curb ramps | 2 | ea | 1,300.00 | 2,600.00 | 1,235.00 | 2,470.00 | 450.00 | 900.00 | ||
| 707-01-A | concrete curb (mountable type) | 23.0 | ln m | 38.00 | 874.00 | 81.00 | 1,863.00 | 30.00 | 690.00 | ||
| 713-01 | temporary signs & barricades | lump | lump | 45,000.00 | 45,000.00 | 6,830.00 | 6,830.00 | 40,000.00 | 40,000.00 | ||
| 713-07 | temporary precast concrete barrier (contractor furnished) |
10 | ea | 1,500.00 | 15,000.00 | 1,450.00 | 14,500.00 | 1,800.00 | 18,000.00 | ||
| 716-01-A | mulch (vegetative) | 175.5 | kg | 13.00 | 2,281.50 | 66.00 | 11,583.00 | 5.00 | 877.50 | ||
| 717-01 | seeding | 2 | kg | 13.00 | 26.00 | 100.00 | 200.00 | 50.00 | 100.00 | ||
| 718-01 | fertilizer | 44 | kg | 26.00 | 1,144.00 | 90.00 | 3,960.00 | 5.00 | 220.00 | ||
| 720-01-D | erosion control system, flexible channel liner (type d) | 10 | sq m | 5.00 | 50.00 | 18.00 | 180.00 | 38.00 | 380.00 | ||
| 727-01 | mobilization | lump | lump | 200,000.00 | 200,000.00 | 139,750.00 | 139,750.00 | 175,000.00 | 175,000.00 | ||
| 729-01 | sign (type a) | 1.86 | sq m | 235.00 | 437.10 | 500.00 | 930.00 | 285.00 | 530.10 | ||
| 729-16-C | object marker assembly (type 3) | 4 | ea | 101.00 | 404.00 | 260.00 | 1,040.00 | 110.00 | 440.00 | ||
| 729-21 | u-channel post | 2 | ea | 75.00 | 150.00 | 75.00 | 150.00 | 85.00 | 170.00 | ||
| 740-01 | construction layout | lump | lump | 20,000.00 | 20,000.00 | 14,710.00 | 14,710.00 | 50,000.00 | 50,000.00 | ||
| 803-03-A | steel sheet pile wall (with concrete cap monolith and railing) |
184.2 | sq m | 900.00 | 165,780.00 | 1,229.00 | 226,381.80 | 1,000.00 | 184,200.00 | ||
| 803-05 | temporary sheeting | lump | lump | 150,000.00 | 150,000.00 | 198,160.00 | 198,160.00 | 350,000.00 | 350,000.00 | ||
| 804-01-C | precast concrete piles (400 mm) | 368.0 | ln m | 520.00 | 191,360.00 | 676.00 | 248,768.00 | 640.00 | 235,520.00 | ||
| 804-12 | loading permanent piles | 1 | ea | 17,000.00 | 17,000.00 | 2,210.00 | 2,210.00 | 14,000.00 | 14,000.00 | ||
| 805-10-A | bridge superstruct & substruct (90deg xing 7.60m/7.67m rdwy w/1.525m sidewalk w/railing)(cip or precast alt) |
3 | span | 190,000.00 | 570,000.00 | 153,700.00 | 461,100.00 | 160,000.00 | 480,000.00 | ||
| S-001 | vibration monitoring | lump | lump | 40,000.00 | 40,000.00 | 7,360.00 | 7,360.00 | 20,000.00 | 20,000.00 | ||
| S-002 | undercutting (underneath existing base course) | lump | lump | 3,500.00 | 3,500.00 | 5,300.00 | 5,300.00 | 8,000.00 | 8,000.00 | ||
| S-003 | root pruning (crepe myrtle) | 2 | each | 300.00 | 600.00 | 735.00 | 1,470.00 | 750.00 | 1,500.00 | ||
| S-004 | 50mm (2") new hdpe water (reducer to meter with fittings), s&wb item no. c741(51)(a) |
17 | ln m | 265.00 | 4,505.00 | 390.00 | 6,630.00 | 750.00 | 12,750.00 | ||
| S-005 | 200mm(8") new water main with main line fittings (pvc), s&wb item no. c741(51)(c) |
62 | ln m | 420.00 | 26,040.00 | 618.00 | 38,316.00 | 2,300.00 | 142,600.00 | ||
| S-006 | 20omm (8")new water main with main line fittings d.i. class 56 with cement mortar lining, s&wb item no. c7421(51)(c-01) |
25 | ln m | 470.00 | 11,750.00 | 691.00 | 17,275.00 | 3,100.00 | 77,500.00 | ||
| S-007 | new 200mm (8") sewer mains (pvc), s&wb item no. c742(51)(c) |
27 | ln m | 2,800.00 | 75,600.00 | 4,119.00 | 111,213.00 | 1,150.00 | 31,050.00 | ||
| S-008 | new 200mm (8") sewer main d.i. class 56 with 40 mil. "polybond" liner or approved equal, s&wb item no. c742(51)(c-01) |
36 | ln m | 700.00 | 25,200.00 | 1,030.00 | 37,080.00 | 2,900.00 | 104,400.00 | ||
| S-009 | new 600mm (24") d.i. class 56 casing pipe, s&wb item no. c742(51)(i-01) |
25 | ln m | 3,500.00 | 87,500.00 | 5,145.00 | 128,625.00 | 3,100.00 | 77,500.00 | ||
| S-010 | new sewer manhole, s&wb item no. c742(55) | 11.3 | vmh | 3,900.00 | 44,070.00 | 5,734.00 | 64,794.20 | 9,000.00 | 101,700.00 | ||
| S-101 | concrete approach slab (90deg xing 7.60m or 7.67m rdwy w/1.525m sidewalk w/tapered barrier & ped. railing)(c.i.p.) |
1 | each | 24,000.00 | 24,000.00 | 12,500.00 | 12,500.00 | 40,000.00 | 40,000.00 | ||
| S-102 | concrete approach slab (90deg xing 7.60m or 7.67m rdwy w/tapered barrier railing)(c.i.p.) |
1 | each | 21,000.00 | 21,000.00 | 10,050.00 | 10,050.00 | 35,000.00 | 35,000.00 | ||
| CONTRACTOR TOTAL | 1,988,131.60 | 2,074,111.60 | 2,658,154.10 | ||||||||