| |||
| DBE GOAL FED | |||
| Lead Project: 451-06-0121 | |||
| Parish: OUACHITA | |||
| Routes: I-20 | |||
| Description: I-20 ELEVATED SECTION (EAST APPROACH) | |||
| Type Const:
pvmt patching, drain struct, class ii bc, pccp, hydro-demolition, latex modified cement conc ovly, bridge rail modifications, and related work. | |||
| Rank | License | Bidder | Amount |
|---|---|---|---|
| 1 | 33131 | AMERICAN CONTRACTING & SERVICES,INC | $9,170,466.30 |
| 2 | 21810 | HIGHWAY SPECIALISTS INC. | $12,123,885.10 |
| 3 | 28665 | GILBERT SOUTHERN CORP | $12,221,478.55 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - AMERICAN CONTRACTING & SERVICES,INC |
- 2 - HIGHWAY SPECIALISTS INC. |
- 3 - GILBERT SOUTHERN CORP |
|
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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 | 109,000.00 | 109,000.00 | 100,000.00 | 100,000.00 | 55,000.00 | 55,000.00 | ||
| 202-02-C | removal of portland cement concrete pavement | 2,574 | SQYD | 12.00 | 30,888.00 | 10.00 | 25,740.00 | 15.00 | 38,610.00 | ||
| 202-02-G | removal of surfacing & stabilized base | 1,336.8 | SQYD | 9.00 | 12,031.20 | 8.00 | 10,694.40 | 5.00 | 6,684.00 | ||
| 202-02-H | removal of guard rail | 156 | LNFT | 6.00 | 936.00 | 7.00 | 1,092.00 | 5.50 | 858.00 | ||
| 202-02-J | removal of median fence | 2,084 | LNFT | 5.00 | 10,420.00 | 8.00 | 16,672.00 | 10.00 | 20,840.00 | ||
| 203-06 | excavation & embankment | lump | LUMP | 15,000.00 | 15,000.00 | 100,000.00 | 100,000.00 | 50,000.00 | 50,000.00 | ||
| 203-08 | borrow (vehicular measurement) | 124 | CUYD | 70.00 | 8,680.00 | 30.00 | 3,720.00 | 30.61 | 3,795.64 | ||
| 302-02-D | class ii base course (12" thick) | 3,303.7 | SQYD | 35.00 | 115,629.50 | 28.00 | 92,503.60 | 30.00 | 99,111.00 | ||
| 601-01-K | portland cement concrete pavement (10" thick) | 1,992.6 | SQYD | 75.00 | 149,445.00 | 88.00 | 175,348.80 | 60.00 | 119,556.00 | ||
| 601-03-K | portland cement concrete shoulder (10" thick) | 1,243.5 | SQYD | 75.00 | 93,262.50 | 92.00 | 114,402.00 | 70.00 | 87,045.00 | ||
| 602-02-A | cleaning and resealing existing longitudinal pavement joints |
8,339 | LNFT | 2.00 | 16,678.00 | 1.75 | 14,593.25 | 3.00 | 25,017.00 | ||
| 602-02-B | cleaning and resealing existing transverse pavement joints |
4,851 | LNFT | 2.00 | 9,702.00 | 1.75 | 8,489.25 | 5.00 | 24,255.00 | ||
| 602-03 | cleaning and sealing random cracks | 20 | LNFT | 3.00 | 60.00 | 25.00 | 500.00 | 10.00 | 200.00 | ||
| 602-05-G-01 | full depth patching of jointed concrete pavement (8" thick) (16.0 sq yds & under) |
231.2 | SQYD | 110.00 | 25,432.00 | 165.00 | 38,148.00 | 200.00 | 46,240.00 | ||
| 602-05-G-02 | full depth patching of jointed concrete pavement (8" thick) (16.1 to 48.0 sq yds) |
665.2 | SQYD | 70.00 | 46,564.00 | 155.00 | 103,106.00 | 150.00 | 99,780.00 | ||
| 602-05-G-03 | full depth patching of jointed concrete pavement (8" thick) (48.1 sq yds & over) |
1,257.2 | SQYD | 60.00 | 75,432.00 | 135.00 | 169,722.00 | 125.00 | 157,150.00 | ||
| 602-05-I-01 | full depth patching of jointed concrete pavement (9" thick) (16.0 sq yds & under) |
134.3 | SQYD | 115.00 | 15,444.50 | 175.00 | 23,502.50 | 200.00 | 26,860.00 | ||
| 602-05-I-02 | full depth patching of jointed concrete pavement (9" thick) (16.1 to 48.0 sq yds) |
48.0 | SQYD | 75.00 | 3,600.00 | 165.00 | 7,920.00 | 150.00 | 7,200.00 | ||
| 602-05-I-03 | full depth patching of jointed concrete pavement (9" thick) (48.1 sq yds & over) |
639.5 | SQYD | 65.00 | 41,567.50 | 145.00 | 92,727.50 | 100.00 | 63,950.00 | ||
| 602-05-K-01 | full depth patching of jointed concrete pavement (10" thick) (16.0 sq yds & under) |
6.0 | SQYD | 250.00 | 1,500.00 | 220.00 | 1,320.00 | 250.00 | 1,500.00 | ||
| 602-05-K-03 | full depth patching of jointed concrete pavement (10" thick) (48.1 sq yds & over) |
840.9 | SQYD | 85.00 | 71,476.50 | 145.00 | 121,930.50 | 125.00 | 105,112.50 | ||
| 701-10-E | reinforced concrete pipe (extension) (12") | 20 | LNFT | 100.00 | 2,000.00 | 250.00 | 5,000.00 | 125.00 | 2,500.00 | ||
| 701-16-F | plastic pipe (extension) (15" rpvcp) | 16 | LNFT | 125.00 | 2,000.00 | 50.00 | 800.00 | 125.00 | 2,000.00 | ||
| 702-03-A | catch basins (cb-01) | 2 | EACH | 2,200.00 | 4,400.00 | 4,200.00 | 8,400.00 | 2,500.00 | 5,000.00 | ||
| 702-03-C | catch basins (cb-06) | 1 | EACH | 2,200.00 | 2,200.00 | 6,000.00 | 6,000.00 | 5,000.00 | 5,000.00 | ||
| 702-04-A | adjusting manholes | 17 | EACH | 1,500.00 | 25,500.00 | 3,000.00 | 51,000.00 | 1,250.00 | 21,250.00 | ||
| 702-04-B | adjusting catch basins | 20 | EACH | 1,275.00 | 25,500.00 | 4,000.00 | 80,000.00 | 1,500.00 | 30,000.00 | ||
| 703-01 | shoulder underdrain systems | 1,225 | LNFT | 16.00 | 19,600.00 | 12.00 | 14,700.00 | 7.50 | 9,187.50 | ||
| 703-02 | shoulder outlet underdrains | 6 | EACH | 1,000.00 | 6,000.00 | 1,600.00 | 9,600.00 | 350.00 | 2,100.00 | ||
| 704-01-C | guard rail (double thrie beam) (3'-1 1/2" post spacing) | 81.3 | LNFT | 60.00 | 4,878.00 | 55.00 | 4,471.50 | 43.00 | 3,495.90 | ||
| 704-03 | blocked out guard rail | 50.0 | LNFT | 16.00 | 800.00 | 25.00 | 1,250.00 | 15.00 | 750.00 | ||
| 704-06-A | guard rail anchor sections (trailing end) (single thrie beam) |
6.3 | LNFT | 60.00 | 378.00 | 75.00 | 472.50 | 65.00 | 409.50 | ||
| 704-07-A | guard rail bridge attachments (single thrie beam) | 400.0 | LNFT | 40.00 | 16,000.00 | 45.00 | 18,000.00 | 39.00 | 15,600.00 | ||
| 704-11-B | guard rail end treatment (tangent) | 1 | EACH | 2,100.00 | 2,100.00 | 2,500.00 | 2,500.00 | 2,000.00 | 2,000.00 | ||
| 706-01-A | concrete walk (4" thick) | 51.1 | SQYD | 50.00 | 2,555.00 | 60.00 | 3,066.00 | 60.00 | 3,066.00 | ||
| 706-02-C | concrete drive (6" thick) | 30.9 | SQYD | 90.00 | 2,781.00 | 85.00 | 2,626.50 | 75.00 | 2,317.50 | ||
| 706-03-C | incidental concrete paving (6" thick) | 265.1 | SQYD | 80.00 | 21,208.00 | 75.00 | 19,882.50 | 85.00 | 22,533.50 | ||
| 707-01 | concrete curb | 2,108.9 | LNFT | 16.00 | 33,742.40 | 12.00 | 25,306.80 | 18.00 | 37,960.20 | ||
| 713-01 | temporary signs & barricades | lump | LUMP | 440,000.00 | 440,000.00 | 1,200,000.00 | 1,200,000.00 | 975,000.00 | 975,000.00 | ||
| 713-03-C-01 | temporary pavement markings (solid) (8" width) (type 1 removable) |
2,500 | LNFT | 7.25 | 18,125.00 | 7.00 | 17,500.00 | 5.00 | 12,500.00 | ||
| 713-04-B | temporary pavement markings (broken line) (4" width) (10' length) |
2.000 | MILE | 1,100.00 | 2,200.00 | 1,050.00 | 2,100.00 | 600.00 | 1,200.00 | ||
| 713-04-B-01 | temporary pavement markings (broken line) (4" width) (10' length) (type i removable) |
2.000 | MILE | 4,200.00 | 8,400.00 | 4,100.00 | 8,200.00 | 4,000.00 | 8,000.00 | ||
| 713-05-A | temporary pavement markings (solid line) (4" width) | 4.000 | MILE | 1,150.00 | 4,600.00 | 1,100.00 | 4,400.00 | 1,000.00 | 4,000.00 | ||
| 713-05-A-01 | temporary pavement markings (solid line) (4" width) (type 1 removable) |
40.000 | MILE | 7,920.00 | 316,800.00 | 7,920.00 | 316,800.00 | 15,850.00 | 634,000.00 | ||
| 713-07 | temporary reflectorized raised pavement markers | 375 | EACH | 16.00 | 6,000.00 | 5.00 | 1,875.00 | 5.00 | 1,875.00 | ||
| 722-01 | project site laboratory | 1 | EACH | 30,000.00 | 30,000.00 | 9,000.00 | 9,000.00 | 100,000.00 | 100,000.00 | ||
| 725-01 | temporary detour roads | 580.0 | LNFT | 300.00 | 174,000.00 | 1,000.00 | 580,000.00 | 350.00 | 203,000.00 | ||
| 726-01 | bedding material | 22.5 | CUYD | 65.00 | 1,462.50 | 50.00 | 1,125.00 | 35.00 | 787.50 | ||
| 727-01 | mobilization | lump | LUMP | 900,000.00 | 900,000.00 | 1,200,000.00 | 1,200,000.00 | 1,200,000.00 | 1,200,000.00 | ||
| 729-01 | sign (type a) | 12.6 | SQFT | 30.00 | 378.00 | 30.00 | 378.00 | 30.00 | 378.00 | ||
| 729-08-B | mounting (3 1/2" size post) | 1 | EACH | 760.00 | 760.00 | 650.00 | 650.00 | 1,000.00 | 1,000.00 | ||
| 729-16-C | object marker assembly (type 3) | 2 | EACH | 67.00 | 134.00 | 75.00 | 150.00 | 75.00 | 150.00 | ||
| 729-21 | u-channel post | 1 | EACH | 105.00 | 105.00 | 100.00 | 100.00 | 150.00 | 150.00 | ||
| 731-02 | reflectorized raised pavement markers | 917 | EACH | 6.00 | 5,502.00 | 15.00 | 13,755.00 | 6.00 | 5,502.00 | ||
| 732-01-C | plastic pavement striping (8" width) | 4,210 | LNFT | 1.00 | 4,210.00 | 10.00 | 42,100.00 | 1.00 | 4,210.00 | ||
| 732-01-E | plastic pavement striping (24" width) | 716 | LNFT | 3.00 | 2,148.00 | 30.00 | 21,480.00 | 3.00 | 2,148.00 | ||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 5.326 | MILE | 2,250.00 | 11,983.50 | 8,000.00 | 42,608.00 | 2,250.00 | 11,983.50 | ||
| 732-03-A-01 | plastic pavement striping (broken line) (4"width) preformed marking tape (type v) |
1.642 | MILE | 4,700.00 | 7,717.40 | 10,000.00 | 16,420.00 | 4,750.00 | 7,799.50 | ||
| 732-04-A | plastic pavement legends & symbols (arrow) | 3 | EACH | 160.00 | 480.00 | 1,000.00 | 3,000.00 | 200.00 | 600.00 | ||
| 732-04-C | plastic pavement legends & symbols (only) | 3 | EACH | 200.00 | 600.00 | 1,000.00 | 3,000.00 | 200.00 | 600.00 | ||
| 732-05 | removal of existing markings | 1.775 | MILE | 8,000.00 | 14,200.00 | 7,500.00 | 13,312.50 | 5,000.00 | 8,875.00 | ||
| 740-01 | construction layout | lump | LUMP | 35,000.00 | 35,000.00 | 150,000.00 | 150,000.00 | 100,000.00 | 100,000.00 | ||
| 744-01 | traffic control management | lump | LUMP | 150,000.00 | 150,000.00 | 150,000.00 | 150,000.00 | 100,000.00 | 100,000.00 | ||
| 806-01 | deformed reinforcing steel | 1,000 | LB | 3.00 | 3,000.00 | 2.00 | 2,000.00 | 2.00 | 2,000.00 | ||
| S-101 | hydro-demolition | 27,303.2 | SQYD | 69.00 | 1,883,920.80 | 45.00 | 1,228,644.00 | 75.00 | 2,047,740.00 | ||
| S-102-A | furnishing latex modified cement concrete - very early strength (1 1/2" depth) |
1,308.36 | CUYD | 800.00 | 1,046,688.00 | 1,200.00 | 1,570,032.00 | 1,100.00 | 1,439,196.00 | ||
| S-102-B | placing and finishing latex modified concrete - very early strength overlay |
27,303.2 | SQYD | 30.00 | 819,096.00 | 35.00 | 955,612.00 | 40.88 | 1,116,154.81 | ||
| S-103-A | full depth deck patching (25.0 sq. ft. and under) | 5,000.0 | SQFT | 30.00 | 150,000.00 | 27.50 | 137,500.00 | 35.00 | 175,000.00 | ||
| S-103-B | full depth deck patching ( 25.1 sq. ft. and over) | 2,000.0 | SQFT | 30.00 | 60,000.00 | 37.50 | 75,000.00 | 45.00 | 90,000.00 | ||
| S-104 | removal, storage and re-installation of impact attenuators |
3 | EACH | 4,000.00 | 12,000.00 | 6,000.00 | 18,000.00 | 6,000.00 | 18,000.00 | ||
| S-105 | bridge rail modifications | 15,789 | LNFT | 110.00 | 1,736,790.00 | 161.50 | 2,549,923.50 | 125.00 | 1,973,625.00 | ||
| S-109 | armor joint repair | 58.5 | LNFT | 250.00 | 14,625.00 | 125.00 | 7,312.50 | 600.00 | 35,100.00 | ||
| S-111 | remove and replace existing lighting system | lump | LUMP | 20,000.00 | 20,000.00 | 19,000.00 | 19,000.00 | 25,000.00 | 25,000.00 | ||
| S-112 | temporary queue detection system | lump | LUMP | 100,000.00 | 100,000.00 | 98,500.00 | 98,500.00 | 500,000.00 | 500,000.00 | ||
| S-113 | dynamic message signs | 6 | EACH | 14,000.00 | 84,000.00 | 13,500.00 | 81,000.00 | 20,000.00 | 120,000.00 | ||
| S-114 | motorist assistance patrol | 1,082 | HOUR | 75.00 | 81,150.00 | 100.00 | 108,200.00 | 85.00 | 91,970.00 | ||
| CONTRACTOR TOTAL | 9,170,466.30 | 12,123,885.10 | 12,221,478.55 | ||||||||