Bid Tabulations
Letting of
05/15/2013
LA DOTD Headquarters
| Lead Project: H.009533.6-R1 | |
| Parish: Jackson | |
| Routes: LA 147 | |
| Description: LA 147: LA 505 TO LA 34 | |
| Type Const: GRADING, IN-PLACE STABILIZED BASE COURSE, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, PORTLAND CEMENT CONCRETE PAVEMENT, LIME TREATMENT, AND RELATED WORK. | |
| Estimated Construction Cost: $5,057,951.62 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 12312 | Gilchrist Construction Co. LLC | $4,241,695.27 |
| 2 | 05789 | D & J Construction Co., Inc. | $4,258,232.79 |
| 3 | 12487 | Diamond B Construction Co., L.L.C. | $4,644,398.48 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Gilchrist Construction Co. LLC |
- 2 - D & J Construction Co., Inc. |
- 3 - Diamond B Construction Co., L.L.C. |
|||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 201-01-00200 | Clearing and Grubbing (Selective) APPROX. 23.588 ACRES | 1 | LUMP | 100,000.00 | 100,000.00 | 35,000.00 | 35,000.00 | 76,000.00 | 76,000.00 |
| 0002 | 202-02-06100 | Removal of Concrete Walks and Drives | 136 | SQYD | 16.00 | 2,176.00 | 7.00 | 952.00 | 15.00 | 2,040.00 |
| 0003 | 202-02-14500 | Removal of Guard Rail | 1,630 | LNFT | 7.00 | 11,410.00 | 8.00 | 13,040.00 | 14.00 | 22,820.00 |
| 0004 | 202-02-32100 | Removal of Pipe (Cross Drain) REMOVE 18" X 24' RCP STA. 203+80 | 24 | LNFT | 10.00 | 240.00 | 8.00 | 192.00 | 30.00 | 720.00 |
| 0005 | 202-02-32100 | Removal of Pipe (Cross Drain) REMOVE 18" X 34' RCP STA. 312+54 | 34 | LNFT | 7.00 | 238.00 | 8.00 | 272.00 | 30.00 | 1,020.00 |
| 0006 | 202-02-32180 | Removal of Pipe Headwalls | 3 | EACH | 550.00 | 1,650.00 | 500.00 | 1,500.00 | 500.00 | 1,500.00 |
| 0007 | 203-07-00100 | Borrow (Vehicular Measurement) | 2,793 | CUYD | 20.00 | 55,860.00 | 16.00 | 44,688.00 | 30.00 | 83,790.00 |
| 0008 | 203-07-00200 | Borrow (Vehicular Measurement) (Selected Soils) | 943 | CUYD | 15.00 | 14,145.00 | 16.00 | 15,088.00 | 15.00 | 14,145.00 |
| 0009 | 304-05-00100 | Lime Treatment (Type E) | 164.53 | TON | 400.00 | 65,812.00 | 350.00 | 57,585.50 | 420.00 | 69,102.60 |
| 0010 | 308-01-00100 | In-Place Cement Treated Base Course (12" Thick) | 119,152 | SQYD | 9.00 | 1,072,368.00 | 8.50 | 1,012,792.00 | 9.35 | 1,114,071.20 |
| 0011 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 143 | CUYD | 48.00 | 6,864.00 | 50.00 | 7,150.00 | 60.00 | 8,580.00 |
| 0012 | 502-01-00100 | Superpave Asphaltic Concrete | 22,035.8 | TON | 83.50 | 1,839,989.30 | 96.00 | 2,115,436.80 | 94.50 | 2,082,383.10 |
| 0013 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 1,526.5 | TON | 160.00 | 244,240.00 | 96.00 | 146,544.00 | 145.00 | 221,342.50 |
| 0014 | 507-01-00100 | Asphaltic Material (CRS-2P Emulsion) | 36,338 | GAL | 3.60 | 130,816.80 | 3.50 | 127,183.00 | 4.75 | 172,605.50 |
| 0015 | 507-02-00300 | Aggregate (S3) | 117,223 | SQYD | 0.95 | 111,361.85 | 0.88 | 103,156.24 | 1.10 | 128,945.30 |
| 0016 | 509-01-00100 | Cold Planing Asphaltic Pavement | 101,036 | SQYD | 1.00 | 101,036.00 | 1.25 | 126,295.00 | 2.08 | 210,154.88 |
| 0017 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -4,152 | CUYD | 0.10 | -415.20 | 0.10 | -415.20 | 10.00 | -41,520.00 |
| 0018 | 701-01-01020 | Cross Drain Pipe (30" RCP/PP) RCP ONLY | 40 | LNFT | 207.00 | 8,280.00 | 125.00 | 5,000.00 | 160.00 | 6,400.00 |
| 0019 | 701-02-01080 | Cross Drain Pipe Arch (48" Equiv. RCPA) | 40 | LNFT | 275.00 | 11,000.00 | 275.00 | 11,000.00 | 300.00 | 12,000.00 |
| 0020 | 704-01-01000 | Guard Rail (Single Thrie Beam) (3'-1 1/2" post spacing) | 588 | LNFT | 38.00 | 22,344.00 | 45.00 | 26,460.00 | 50.00 | 29,400.00 |
| 0021 | 704-01-01020 | Guard Rail (Single Thrie Beam) (6'-3" post spacing) | 728 | LNFT | 56.00 | 40,768.00 | 65.00 | 47,320.00 | 70.00 | 50,960.00 |
| 0022 | 704-03-00100 | Blocked Out Guard Rail | 162.5 | LNFT | 21.00 | 3,412.50 | 21.00 | 3,412.50 | 22.00 | 3,575.00 |
| 0024 | 704-11-00100 | Guard Rail End Treatment (Flared) | 12 | EACH | 2,200.00 | 26,400.00 | 2,200.00 | 26,400.00 | 2,350.00 | 28,200.00 |
| 0025 | 706-02-00200 | Concrete Drive (6" Thick) | 109.8 | SQYD | 90.00 | 9,882.00 | 70.00 | 7,686.00 | 65.00 | 7,137.00 |
| 0026 | 712-02-00100 | Sacked Concrete Revetment | 43 | SQYD | 150.00 | 6,450.00 | 250.00 | 10,750.00 | 300.00 | 12,900.00 |
| 0027 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 10,500.00 | 10,500.00 | 34,000.00 | 34,000.00 | 30,000.00 | 30,000.00 |
| 0028 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 26.013 | MILE | 270.00 | 7,023.51 | 225.00 | 5,852.93 | 165.00 | 4,292.15 |
| 0029 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 7.14 | MILE | 1.00 | 7.14 | 125.00 | 892.50 | 225.00 | 1,606.50 |
| 0030 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 86.922 | MILE | 1.00 | 86.92 | 1.00 | 86.92 | 175.00 | 15,211.35 |
| 0031 | 713-06-00200 | Temporary Reflectorized Raised Pavement Markers (Tabs) | 4,584 | EACH | 1.60 | 7,334.40 | 1.50 | 6,876.00 | 1.50 | 6,876.00 |
| 0032 | 716-01-00100 | Mulch (Vegetative) | 33.6 | TON | 410.00 | 13,776.00 | 400.00 | 13,440.00 | 430.00 | 14,448.00 |
| 0033 | 717-01-00100 | Seeding | 757 | LB | 8.50 | 6,434.50 | 8.00 | 6,056.00 | 8.00 | 6,056.00 |
| 0034 | 718-01-00100 | Fertilizer | 16,820 | LB | 0.50 | 8,410.00 | 0.45 | 7,569.00 | 0.50 | 8,410.00 |
| 0035 | 722-01-00100 | Project Site Laboratory | 1 | EACH | 10,000.00 | 10,000.00 | 6,000.00 | 6,000.00 | 5,000.00 | 5,000.00 |
| 0036 | 726-01-00100 | Bedding Material | 44.4 | CUYD | 84.00 | 3,729.60 | 90.00 | 3,996.00 | 125.00 | 5,550.00 |
| 0037 | 727-01-00100 | Mobilization | 1 | LUMP | 193,000.00 | 193,000.00 | 115,000.00 | 115,000.00 | 130,000.00 | 130,000.00 |
| 0038 | 729-16-00200 | Object Marker Assembly (Type 2) | 4 | EACH | 80.00 | 320.00 | 75.00 | 300.00 | 80.00 | 320.00 |
| 0039 | 729-16-00300 | Object Marker Assembly (Type 3) | 12 | EACH | 70.00 | 840.00 | 80.00 | 960.00 | 80.00 | 960.00 |
| 0040 | 731-02-00100 | Reflectorized Raised Pavement Markers | 1,704 | EACH | 3.25 | 5,538.00 | 4.50 | 7,668.00 | 4.00 | 6,816.00 |
| 0041 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 28.974 | MILE | 2,100.00 | 60,845.40 | 2,400.00 | 69,537.60 | 2,300.00 | 66,640.20 |
| 0042 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 2.38 | MILE | 610.00 | 1,451.80 | 600.00 | 1,428.00 | 700.00 | 1,666.00 |
| 0043 | 735-01-00100 | Mailboxes | 51 | EACH | 12.00 | 612.00 | 5.00 | 255.00 | 14.00 | 714.00 |
| 0044 | 735-02-00100 | Mailbox Supports (Single) | 44 | EACH | 100.00 | 4,400.00 | 125.00 | 5,500.00 | 100.00 | 4,400.00 |
| 0045 | 735-03-00100 | Mailbox Supports (Double) | 2 | EACH | 130.00 | 260.00 | 200.00 | 400.00 | 140.00 | 280.00 |
| 0046 | 735-04-00100 | Mailbox Supports (Multiple) | 1 | EACH | 260.00 | 260.00 | 300.00 | 300.00 | 250.00 | 250.00 |
| 0047 | 740-01-00100 | Construction Layout | 1 | LUMP | 18,500.00 | 18,500.00 | 27,000.00 | 27,000.00 | 15,000.00 | 15,000.00 |
| 0048 | NS-600-00220 | Saw Cutting Portland Cement Concrete Pavement | 627 | INLF | 3.25 | 2,037.75 | 1.00 | 627.00 | 2.60 | 1,630.20 |
| CONTRACTOR TOTAL | 4,241,695.27 | 4,258,232.79 | 4,644,398.48 | |||||||