| |||
| DBE GOAL FED | |||
| Lead Project: 362-01-0009 | |||
| Parish: NATCHITOCHES | |||
| Routes: LA 491 | |||
| Description: RAT BOIS BAYOU & BAYOU NID AIGLE | |||
| Type Const:
grading, drainage structures, class ii base course, super pave asphaltic concrete pavement, lime treatment, precast prestressed concrete girder spans bridge, and related work. | |||
| Estimated Construction Cost: $2,438,286.08 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $2,727,820.55 |
| 2 | 34567 | JAMES CONSTRUCTION GROUP LLC | $2,839,280.79 |
| 3 | 14422 | T. L. WALLACE CONSTRUCTION, INC. | $3,163,540.25 |
| 4 | 18546 | C W & W CONTRACTORS, INC. | $3,294,560.80 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - GILCHRIST CONSTRUCTION CO. LLC |
- 2 - JAMES CONSTRUCTION GROUP LLC |
- 3 - T. L. WALLACE CONSTRUCTION, INC. |
- 4 - C W & W CONTRACTORS, INC. |
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing & grubbing | lump | LUMP | 50,000.00 | 50,000.00 | 70,000.00 | 70,000.00 | 100,000.00 | 100,000.00 | 30,000.00 | 30,000.00 |
| 202-01 | removal of structures & obstructions | lump | LUMP | 25,000.00 | 25,000.00 | 10,000.00 | 10,000.00 | 6,000.00 | 6,000.00 | 20,000.00 | 20,000.00 |
| 202-02-A-01 | removal of bridge (str. no. 08353620102501 ; sta. 23+82.31 ; 135' x 18' treated timber trestle bridge) |
1 | EACH | 25,000.00 | 25,000.00 | 10,000.00 | 10,000.00 | 12,500.00 | 12,500.00 | 15,000.00 | 15,000.00 |
| 202-02-A-02 | removal of bridge (str. no. 08353620105301 ; sta. 61+62.02 ; 154' x 18' treated timber trestle bridge) |
1 | EACH | 25,000.00 | 25,000.00 | 12,000.00 | 12,000.00 | 14,500.00 | 14,500.00 | 20,000.00 | 20,000.00 |
| 202-02-H | removal of guard rail | 448 | LNFT | 12.00 | 5,376.00 | 3.00 | 1,344.00 | 5.00 | 2,240.00 | 15.00 | 6,720.00 |
| 203-02 | drainage excavation | 1,999 | CUYD | 20.00 | 39,980.00 | 14.00 | 27,986.00 | 12.50 | 24,987.50 | 30.00 | 59,970.00 |
| 203-05 | excavation & embankment | lump | LUMP | 90,000.00 | 90,000.00 | 55,000.00 | 55,000.00 | 50,000.00 | 50,000.00 | 100,000.00 | 100,000.00 |
| 204-05-A | temporary sediment check dams (hay) | 16 | EACH | 250.00 | 4,000.00 | 145.00 | 2,320.00 | 64.00 | 1,024.00 | 250.00 | 4,000.00 |
| 204-06 | temporary silt fencing | 550 | LNFT | 2.50 | 1,375.00 | 4.00 | 2,200.00 | 3.00 | 1,650.00 | 3.00 | 1,650.00 |
| 302-02-D-01 | class ii base course (8 1/2" thick) | 4,214.3 | SQYD | 26.00 | 109,571.80 | 28.00 | 118,000.40 | 28.00 | 118,000.40 | 25.00 | 105,357.50 |
| 304-05 | lime treatment (type e) | 48.73 | TON | 250.00 | 12,182.50 | 285.00 | 13,888.05 | 375.00 | 18,273.75 | 250.00 | 12,182.50 |
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
74 | CUYD | 125.00 | 9,250.00 | 115.00 | 8,510.00 | 94.00 | 6,956.00 | 100.00 | 7,400.00 |
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 500.0 | CUYD | 30.00 | 15,000.00 | 100.00 | 50,000.00 | 43.75 | 21,875.00 | 100.00 | 50,000.00 |
| 403-01 | aggregate roadway surfacing (vehicular measurement) | 90.0 | CUYD | 100.00 | 9,000.00 | 108.00 | 9,720.00 | 125.00 | 11,250.00 | 100.00 | 9,000.00 |
| 502-01 | superpave asphaltic concrete | 622.5 | TON | 150.00 | 93,375.00 | 150.00 | 93,375.00 | 250.00 | 155,625.00 | 200.00 | 124,500.00 |
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
228.5 | TON | 250.00 | 57,125.00 | 175.00 | 39,987.50 | 312.50 | 71,406.25 | 200.00 | 45,700.00 |
| 701-05-G | side drain pipe (18") | 376 | LNFT | 115.00 | 43,240.00 | 45.00 | 16,920.00 | 53.75 | 20,210.00 | 60.00 | 22,560.00 |
| 701-05-I | side drain pipe (24") | 112 | LNFT | 185.00 | 20,720.00 | 55.00 | 6,160.00 | 65.00 | 7,280.00 | 70.00 | 7,840.00 |
| 701-05-I-01 | side drain pipe (24")(erosion) | 168 | LNFT | 200.00 | 33,600.00 | 50.00 | 8,400.00 | 50.00 | 8,400.00 | 70.00 | 11,760.00 |
| 704-03 | blocked out guard rail | 225.0 | LNFT | 20.00 | 4,500.00 | 25.00 | 5,625.00 | 31.25 | 7,031.25 | 25.00 | 5,625.00 |
| 704-08-B | guard rail transitions (double thrie beam) | 200.0 | LNFT | 58.00 | 11,600.00 | 65.00 | 13,000.00 | 77.50 | 15,500.00 | 70.00 | 14,000.00 |
| 704-11-A | guard rail end treatment (flared) | 6 | EACH | 2,200.00 | 13,200.00 | 2,650.00 | 15,900.00 | 3,000.00 | 18,000.00 | 2,700.00 | 16,200.00 |
| 705-01 | barbed wire fence | 1,615 | LNFT | 7.00 | 11,305.00 | 6.50 | 10,497.50 | 8.00 | 12,920.00 | 20.00 | 32,300.00 |
| 705-02 | combination mesh & barbed wire fence | 220 | LNFT | 8.00 | 1,760.00 | 7.50 | 1,650.00 | 9.50 | 2,090.00 | 25.00 | 5,500.00 |
| 705-04 | single swinging driveway gates | 4 | EACH | 550.00 | 2,200.00 | 500.00 | 2,000.00 | 625.00 | 2,500.00 | 2,000.00 | 8,000.00 |
| 705-05 | double swinging driveway gates | 1 | DBGT | 800.00 | 800.00 | 800.00 | 800.00 | 1,000.00 | 1,000.00 | 2,500.00 | 2,500.00 |
| 708-01 | right-of-way monument | 16 | EACH | 425.00 | 6,800.00 | 140.00 | 2,240.00 | 175.00 | 2,800.00 | 300.00 | 4,800.00 |
| 708-02 | right-of-way monument witness post | 16 | EACH | 425.00 | 6,800.00 | 50.00 | 800.00 | 62.50 | 1,000.00 | 300.00 | 4,800.00 |
| 711-01-C | riprap (30 lb, 14" thick) | 56 | SQYD | 250.00 | 14,000.00 | 50.00 | 2,800.00 | 141.25 | 7,910.00 | 100.00 | 5,600.00 |
| 711-04 | geotextile fabric | 56 | SQYD | 17.00 | 952.00 | 12.00 | 672.00 | 7.00 | 392.00 | 3.00 | 168.00 |
| 712-04 | flexible revetment | 950 | SQYD | 52.00 | 49,400.00 | 54.00 | 51,300.00 | 140.00 | 133,000.00 | 90.00 | 85,500.00 |
| 713-01 | temporary signs & barricades | lump | LUMP | 20,000.00 | 20,000.00 | 20,000.00 | 20,000.00 | 12,000.00 | 12,000.00 | 40,000.00 | 40,000.00 |
| 713-04-A | temporary pavement markings (solid line)(4" width) | 3.279 | MILE | 750.00 | 2,459.25 | 725.00 | 2,377.28 | 750.00 | 2,459.25 | 1,000.00 | 3,279.00 |
| 716-01-A | mulch (vegetative) | 7.50 | TON | 550.00 | 4,125.00 | 595.00 | 4,462.50 | 750.00 | 5,625.00 | 1,500.00 | 11,250.00 |
| 717-01 | seeding | 450 | LB | 8.50 | 3,825.00 | 7.00 | 3,150.00 | 8.75 | 3,937.50 | 15.00 | 6,750.00 |
| 718-01 | fertilizer | 5,000 | LB | 0.65 | 3,250.00 | 0.60 | 3,000.00 | 0.72 | 3,600.00 | 1.00 | 5,000.00 |
| 720-01-A | erosion control system, slope protection (type a) | 2,600 | SQYD | 1.75 | 4,550.00 | 1.30 | 3,380.00 | 1.62 | 4,212.00 | 1.65 | 4,290.00 |
| 722-01 | project site laboratory | 1 | EACH | 40,000.00 | 40,000.00 | 10,000.00 | 10,000.00 | 7,500.00 | 7,500.00 | 20,000.00 | 20,000.00 |
| 725-01 | temporary detour roads | 2,274.2 | SQYD | 75.00 | 170,565.00 | 100.00 | 227,420.00 | 52.00 | 118,258.40 | 77.00 | 175,113.40 |
| 725-02 | temporary detour bridging | 160.00 | LNFT | 1,200.00 | 192,000.00 | 1,500.00 | 240,000.00 | 2,500.00 | 400,000.00 | 1,600.00 | 256,000.00 |
| 725-03 | low profile runaround | 1 | EACH | 180,000.00 | 180,000.00 | 245,000.00 | 245,000.00 | 150,000.00 | 150,000.00 | 115,000.00 | 115,000.00 |
| 727-01 | mobilization | lump | LUMP | 250,000.00 | 250,000.00 | 285,000.00 | 285,000.00 | 320,000.00 | 320,000.00 | 225,000.00 | 225,000.00 |
| 729-16-C | object marker assembly (type 3) | 8 | EACH | 80.00 | 640.00 | 75.00 | 600.00 | 140.00 | 1,120.00 | 95.00 | 760.00 |
| 731-02 | reflectorized raised pavement markers | 32 | EACH | 5.25 | 168.00 | 5.10 | 163.20 | 6.30 | 201.60 | 10.00 | 320.00 |
| 732-02-A | plastic pavement striping (solid line) (4" width) | 0.964 | MILE | 3,000.00 | 2,892.00 | 2,904.00 | 2,799.46 | 7,500.00 | 7,230.00 | 7,600.00 | 7,326.40 |
| 735-01 | mailboxes | 3 | EACH | 50.00 | 150.00 | 10.00 | 30.00 | 31.25 | 93.75 | 200.00 | 600.00 |
| 735-02 | mailbox supports (single) | 3 | EACH | 150.00 | 450.00 | 150.00 | 450.00 | 200.00 | 600.00 | 200.00 | 600.00 |
| 740-01 | construction layout | lump | LUMP | 35,000.00 | 35,000.00 | 40,000.00 | 40,000.00 | 37,000.00 | 37,000.00 | 65,000.00 | 65,000.00 |
| 804-01-B | precast concrete piles (14") | 2,160 | LNFT | 46.00 | 99,360.00 | 65.00 | 140,400.00 | 45.50 | 98,280.00 | 80.00 | 172,800.00 |
| 804-01-F | precast concrete piles (24") | 690 | LNFT | 120.00 | 82,800.00 | 170.00 | 117,300.00 | 115.73 | 79,853.70 | 220.00 | 151,800.00 |
| 804-12 | loading permanent piles | 2 | EACH | 7,500.00 | 15,000.00 | 5,000.00 | 10,000.00 | 21,000.00 | 42,000.00 | 1.00 | 2.00 |
| 805-01-F | class a concrete (bents) | 124.29 | CUYD | 1,000.00 | 124,290.00 | 890.00 | 110,618.10 | 800.00 | 99,432.00 | 1,200.00 | 149,148.00 |
| 805-03 | class aa concrete | 217.20 | CUYD | 700.00 | 152,040.00 | 850.00 | 184,620.00 | 700.00 | 152,040.00 | 1,000.00 | 217,200.00 |
| 805-04 | class aa(m) concrete | 129.48 | CUYD | 1,100.00 | 142,428.00 | 1,075.00 | 139,191.00 | 750.00 | 97,110.00 | 1,000.00 | 129,480.00 |
| 805-08-H | precast-prestressed concrete girders (type quad beam) | 948.0 | LNFT | 75.00 | 71,100.00 | 90.00 | 85,320.00 | 68.00 | 64,464.00 | 125.00 | 118,500.00 |
| 805-11 | strip seal joints | 74.28 | LNFT | 225.00 | 16,713.00 | 180.00 | 13,370.40 | 185.00 | 13,741.80 | 300.00 | 22,284.00 |
| 806-01 | deformed reinforcing steel | 95,174 | LB | 1.30 | 123,726.20 | 0.90 | 85,656.60 | 1.15 | 109,450.10 | 3.00 | 285,522.00 |
| 807-08 | structural metalwork | lump | LUMP | 11,000.00 | 11,000.00 | 12,000.00 | 12,000.00 | 11,000.00 | 11,000.00 | 55,000.00 | 55,000.00 |
| 810-01 | concrete railing (type) | 640.00 | LNFT | 65.00 | 41,600.00 | 70.00 | 44,800.00 | 75.00 | 48,000.00 | 100.00 | 64,000.00 |
| 813-01 | concrete approach slabs | 550.68 | SQYD | 260.00 | 143,176.80 | 260.00 | 143,176.80 | 750.00 | 413,010.00 | 225.00 | 123,903.00 |
| S-101 | special anchor section | 2 | EACH | 1,200.00 | 2,400.00 | 950.00 | 1,900.00 | 2,500.00 | 5,000.00 | 15,000.00 | 30,000.00 |
| CONTRACTOR TOTAL | 2,727,820.55 | 2,839,280.79 | 3,163,540.25 | 3,294,560.80 | |||||||