| |||
| DBE GOAL FED | |||
| Lead Project: 451-30-0026 | |||
| Parish: CADDO | |||
| Routes: I-220 | |||
| Description: MCCAIN CREEK BRIDGE REPLACEMENT | |||
| Type Const:
grading, drain struct, subgrade layer, class ii bc, in-place cement stabilized bc, reinforced concrete box culvert, superpave acp, and related work. | |||
| Estimated Construction Cost: $18,432,724.00 | |||
| Maximum Number of Days Allowed for Construction: 450 | |||
| Calculated Daily User Cost: $10,000.00 | |||
| Rank | License | Bidder | Construction Bid | Bidder's Proposed Contract Time | Total Bid |
|---|---|---|---|---|---|
| 1 | 39670 | EUTAW CONSTRUCTION CO. INC. | $12,313,551.30 | 400 | $16,313,551.30 |
| 2 | 34567 | JAMES CONSTRUCTION GROUP LLC | $13,654,674.50 | 450 | $18,154,674.50 |
| 3 | 12135 | BLOUNT BROS. CONSTRUCTION, INC. | $14,520,434.35 | 350 | $18,020,434.35 |
| 4 | 28218 | F. J. BURNELL, INC. | $14,623,119.90 | 450 | $19,123,119.90 |
| 5 | 38936 | SOUTHERN INDUSTRIAL CONTRACTORS LLC | $14,691,574.26 | 450 | $19,191,574.26 |
| 6 | 36374 | BEST-YET BUILDERS, LLC | $16,529,098.61 | 450 | $21,029,098.61 |
| 7 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $16,945,850.50 | 450 | $21,445,850.50 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - EUTAW CONSTRUCTION CO. INC. |
- 2 - JAMES CONSTRUCTION GROUP LLC |
- 3 - BLOUNT BROS. CONSTRUCTION, INC. |
- 4 - F. J. BURNELL, INC. |
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 202-01 | removal of structures & obstructions | lump | LUMP | 35,000.00 | 35,000.00 | 20,000.00 | 20,000.00 | 25,000.00 | 25,000.00 | 400,000.00 | 400,000.00 |
| 202-02-A-01 | removal of bridges (sta. 126+01.13 rt; 40' x 352' conc. girder span bridge) |
1 | EACH | 200,000.00 | 200,000.00 | 150,000.00 | 150,000.00 | 150,000.00 | 150,000.00 | 500,000.00 | 500,000.00 |
| 202-02-A-02 | removal of bridges (sta. 126+90.97 lt; 40' x 320' conc. girder span bridge) |
1 | EACH | 200,000.00 | 200,000.00 | 150,000.00 | 150,000.00 | 150,000.00 | 150,000.00 | 150,000.00 | 150,000.00 |
| 202-02-C | removal of portland cement concrete pavement | 747 | SQYD | 12.50 | 9,337.50 | 12.00 | 8,964.00 | 5.75 | 4,295.25 | 10.00 | 7,470.00 |
| 202-02-D | removal of concrete walks & drives | 228 | SQYD | 12.50 | 2,850.00 | 8.00 | 1,824.00 | 12.00 | 2,736.00 | 10.00 | 2,280.00 |
| 202-02-G | removal of surfacing and stabilized base | 333.2 | SQYD | 6.50 | 2,165.80 | 10.00 | 3,332.00 | 4.50 | 1,499.40 | 10.00 | 3,332.00 |
| 202-02-H | removal of guard rail | 960 | LNFT | 14.00 | 13,440.00 | 3.00 | 2,880.00 | 3.00 | 2,880.00 | 5.00 | 4,800.00 |
| 203-01 | general excavation | 5,353 | CUYD | 14.00 | 74,942.00 | 8.00 | 42,824.00 | 5.00 | 26,765.00 | 11.00 | 58,883.00 |
| 203-03 | embankment | 76,750 | CUYD | 22.00 | 1,688,500.00 | 15.00 | 1,151,250.00 | 12.00 | 921,000.00 | 13.50 | 1,036,125.00 |
| 204-02 | temporary hay or straw bales | 50 | EACH | 14.00 | 700.00 | 20.00 | 1,000.00 | 15.00 | 750.00 | 25.00 | 1,250.00 |
| 204-06 | temporary silt fencing | 2,550 | LNFT | 2.00 | 5,100.00 | 3.00 | 7,650.00 | 3.00 | 7,650.00 | 3.00 | 7,650.00 |
| 302-02-E | class ii base course (10" thick) | 4,676.6 | SQYD | 25.00 | 116,915.00 | 25.00 | 116,915.00 | 23.00 | 107,561.80 | 20.00 | 93,532.00 |
| 303-01-C | in-place cement stabilized base course (10" thick) | 6,006 | SQYD | 10.25 | 61,561.50 | 10.25 | 61,561.50 | 15.00 | 90,090.00 | 15.00 | 90,090.00 |
| 305-01-D | subgrade layer (12" thick) | 4,676 | SQYD | 12.50 | 58,450.00 | 12.50 | 58,450.00 | 15.00 | 70,140.00 | 10.00 | 46,760.00 |
| 502-01 | superpave asphaltic concrete | 4,950.4 | TON | 115.00 | 569,296.00 | 115.00 | 569,296.00 | 95.00 | 470,288.00 | 135.00 | 668,304.00 |
| 509-01 | cold planing asphaltic pavement | 11,123 | SQYD | 5.25 | 58,395.75 | 6.00 | 66,738.00 | 2.00 | 22,246.00 | 6.00 | 66,738.00 |
| 701-03-M | storm drain pipe (36" rcp/pcp) | 204 | LNFT | 110.00 | 22,440.00 | 150.00 | 30,600.00 | 130.00 | 26,520.00 | 100.00 | 20,400.00 |
| 701-03-O/P-01 | storm drain pipe (48" pcp or 54" cmp)(outfall) | 120 | LNFT | 130.00 | 15,600.00 | 200.00 | 24,000.00 | 175.00 | 21,000.00 | 165.00 | 19,800.00 |
| 701-03-S | storm drain pipe (72" rcp/pcp) | 372 | LNFT | 367.00 | 136,524.00 | 350.00 | 130,200.00 | 450.00 | 167,400.00 | 400.00 | 148,800.00 |
| 704-01-C | guard rail (double thrie beam)(3'-1 1/2" post spacing) | 31.3 | LNFT | 60.00 | 1,878.00 | 65.00 | 2,034.50 | 64.50 | 2,018.85 | 75.00 | 2,347.50 |
| 704-03 | blocked out guard rail | 150.0 | LNFT | 23.00 | 3,450.00 | 25.00 | 3,750.00 | 25.00 | 3,750.00 | 29.00 | 4,350.00 |
| 704-06-A | guard rail anchor sections (trailing end)(single thrie beam) |
6.3 | LNFT | 120.00 | 756.00 | 150.00 | 945.00 | 150.00 | 945.00 | 200.00 | 1,260.00 |
| 704-11-B | guard rail end treatment (tangent) | 1 | EACH | 3,000.00 | 3,000.00 | 2,800.00 | 2,800.00 | 2,800.00 | 2,800.00 | 3,200.00 | 3,200.00 |
| 705-06-B | chain link fence (5-foot height) | 627 | LNFT | 25.00 | 15,675.00 | 15.00 | 9,405.00 | 14.00 | 8,778.00 | 16.00 | 10,032.00 |
| 711-02-E | riprap (130 lb) | 701 | CUYD | 130.00 | 91,130.00 | 100.00 | 70,100.00 | 80.00 | 56,080.00 | 95.00 | 66,595.00 |
| 711-04 | geotextile fabric | 830 | SQYD | 4.00 | 3,320.00 | 3.00 | 2,490.00 | 3.00 | 2,490.00 | 2.50 | 2,075.00 |
| 712-02 | sacked concrete revetment | 64 | SQYD | 100.00 | 6,400.00 | 200.00 | 12,800.00 | 100.00 | 6,400.00 | 100.00 | 6,400.00 |
| 713-01 | temporary signs & barricades | lump | LUMP | 40,000.00 | 40,000.00 | 40,000.00 | 40,000.00 | 50,000.00 | 50,000.00 | 225,000.00 | 225,000.00 |
| 713-04-A-01 | temporary pvmt. markings (solid line)(4" w)(type i removable) |
5.292 | MILE | 11,100.00 | 58,741.20 | 12,000.00 | 63,504.00 | 9,750.00 | 51,597.00 | 12,700.00 | 67,208.40 |
| 713-06-A | temporary reflectorized raised pavement markers (tabs) | 1,450 | EACH | 2.00 | 2,900.00 | 1.00 | 1,450.00 | 1.25 | 1,812.50 | 1.20 | 1,740.00 |
| 713-08 | temporary precast concrete barrier (department furnished) |
307 | EACH | 275.00 | 84,425.00 | 200.00 | 61,400.00 | 225.00 | 69,075.00 | 150.00 | 46,050.00 |
| 713-10 | temporary precast concrete barrier movement | 195 | EACH | 50.00 | 9,750.00 | 75.00 | 14,625.00 | 45.00 | 8,775.00 | 75.00 | 14,625.00 |
| 716-01-A | mulch (vegetative) | 13.9 | TON | 650.00 | 9,035.00 | 650.00 | 9,035.00 | 475.00 | 6,602.50 | 500.00 | 6,950.00 |
| 717-01 | seeding | 556 | LB | 9.00 | 5,004.00 | 9.00 | 5,004.00 | 8.50 | 4,726.00 | 12.00 | 6,672.00 |
| 718-01 | fertilizer | 9,272 | LB | 0.48 | 4,450.56 | 0.50 | 4,636.00 | 0.50 | 4,636.00 | 1.00 | 9,272.00 |
| 720-01-A | erosion control system, slope protection (type a) | 756 | SQYD | 1.40 | 1,058.40 | 1.40 | 1,058.40 | 2.00 | 1,512.00 | 2.00 | 1,512.00 |
| 720-01-B | erosion control system, slope protection (type b) | 2,300 | SQYD | 1.50 | 3,450.00 | 1.50 | 3,450.00 | 4.00 | 9,200.00 | 2.00 | 4,600.00 |
| 722-02 | project site laboratory (equipped) | 1 | EACH | 30,000.00 | 30,000.00 | 10,000.00 | 10,000.00 | 50,000.00 | 50,000.00 | 150,000.00 | 150,000.00 |
| 726-01 | bedding material | 6,825.0 | CUYD | 95.00 | 648,375.00 | 80.00 | 546,000.00 | 60.00 | 409,500.00 | 75.00 | 511,875.00 |
| 727-01 | mobilization | lump | LUMP | 1,075,000.00 | 1,075,000.00 | 1,300,000.00 | 1,300,000.00 | 1,100,000.00 | 1,100,000.00 | 1,400,000.00 | 1,400,000.00 |
| 731-02 | reflectorized raised pavement markers | 200 | EACH | 5.50 | 1,100.00 | 6.00 | 1,200.00 | 6.00 | 1,200.00 | 5.80 | 1,160.00 |
| 732-02-A | plastic pavement striping (solid line) (4" width) | 3.008 | MILE | 2,650.00 | 7,971.20 | 2,600.00 | 7,820.80 | 2,350.00 | 7,068.80 | 3,000.00 | 9,024.00 |
| 732-03-A-01 | plastic pvmt striping (broken line)(4"width)preformed marking tape - type d) |
1.504 | MILE | 2,640.00 | 3,970.56 | 2,600.00 | 3,910.40 | 2,640.00 | 3,970.56 | 3,000.00 | 4,512.00 |
| 732-05 | removal of existing markings | 4.057 | MILE | 3,590.00 | 14,564.63 | 3,500.00 | 14,199.50 | 3,590.00 | 14,564.63 | 4,000.00 | 16,228.00 |
| 740-01 | construction layout | lump | LUMP | 75,000.00 | 75,000.00 | 40,000.00 | 40,000.00 | 75,000.00 | 75,000.00 | 200,000.00 | 200,000.00 |
| 803-05 | temporary sheeting | lump | LUMP | 495,000.00 | 495,000.00 | 1,550,000.00 | 1,550,000.00 | 2,000,000.00 | 2,000,000.00 | 135,000.00 | 135,000.00 |
| 805-01-B | class a concrete (box culvert headwalls) | 428.53 | CUYD | 600.00 | 257,118.00 | 1,200.00 | 514,236.00 | 900.00 | 385,677.00 | 600.00 | 257,118.00 |
| 805-06 | class r concrete | 760.30 | CUYD | 282.00 | 214,404.60 | 300.00 | 228,090.00 | 250.00 | 190,075.00 | 300.00 | 228,090.00 |
| 805-12-Y | reinforced concrete box culverts (15' x 15') | 1,660.7 | LNFT | 2,250.00 | 3,736,575.00 | 2,500.00 | 4,151,750.00 | 3,900.00 | 6,476,730.00 | 3,000.00 | 4,982,100.00 |
| 806-01 | deformed reinforcing steel | 66,652 | LB | 0.80 | 53,321.60 | 1.20 | 79,982.40 | 1.50 | 99,978.00 | 1.00 | 66,652.00 |
| S-001 | dynamic message sign unit | 5 | EACH | 13,000.00 | 65,000.00 | 15,000.00 | 75,000.00 | 15,000.00 | 75,000.00 | 16,500.00 | 82,500.00 |
| S-002 | temporary guard rail | 150 | LNFT | 40.00 | 6,000.00 | 40.00 | 6,000.00 | 39.00 | 5,850.00 | 45.00 | 6,750.00 |
| S-003 | rumble strips (ground-in) | 3.004 | MILE | 2,500.00 | 7,510.00 | 3,500.00 | 10,514.00 | 2,264.00 | 6,801.06 | 2,000.00 | 6,008.00 |
| S-004 | glare paddles | 1,000 | LNFT | 7.00 | 7,000.00 | 10.00 | 10,000.00 | 8.00 | 8,000.00 | 10.00 | 10,000.00 |
| S-101 | cofferdam / dewatering system | lump | LUMP | 2,000,000.00 | 2,000,000.00 | 2,200,000.00 | 2,200,000.00 | 1,052,000.00 | 1,052,000.00 | 2,750,000.00 | 2,750,000.00 |
| ITEM TOTAL (CONSTRUCTION BID) | 12,313,551.30 | 13,654,674.50 | 14,520,434.35 | 14,623,119.90 | |||||||
| NUMBER OF DAYS BID AT $10,000 PER DAY. | 4,000,000.00 | 4,500,000.00 | 3,500,000.00 | 4,500,000.00 | |||||||
| TOTAL BID | 16,313,551.30 | 18,154,674.50 | 18,020,434.35 | 19,123,119.90 | |||||||
| Item Number | Item Description | Quantity | Unit of Measure | - 5 - SOUTHERN INDUSTRIAL CONTRACTORS LLC |
- 6 - BEST-YET BUILDERS, LLC |
- 7 - GILCHRIST CONSTRUCTION CO. 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 | 163,855.00 | 163,855.00 | 100,000.00 | 100,000.00 | 35,000.00 | 35,000.00 | ||
| 202-02-A-01 | removal of bridges (sta. 126+01.13 rt; 40' x 352' conc. girder span bridge) |
1 | EACH | 502,000.00 | 502,000.00 | 1,056,000.00 | 1,056,000.00 | 190,000.00 | 190,000.00 | ||
| 202-02-A-02 | removal of bridges (sta. 126+90.97 lt; 40' x 320' conc. girder span bridge) |
1 | EACH | 460,000.00 | 460,000.00 | 960,000.00 | 960,000.00 | 190,000.00 | 190,000.00 | ||
| 202-02-C | removal of portland cement concrete pavement | 747 | SQYD | 25.75 | 19,235.25 | 10.00 | 7,470.00 | 18.50 | 13,819.50 | ||
| 202-02-D | removal of concrete walks & drives | 228 | SQYD | 25.60 | 5,836.80 | 10.00 | 2,280.00 | 14.00 | 3,192.00 | ||
| 202-02-G | removal of surfacing and stabilized base | 333.2 | SQYD | 25.60 | 8,529.92 | 6.00 | 1,999.20 | 42.00 | 13,994.40 | ||
| 202-02-H | removal of guard rail | 960 | LNFT | 3.60 | 3,456.00 | 3.50 | 3,360.00 | 14.00 | 13,440.00 | ||
| 203-01 | general excavation | 5,353 | CUYD | 24.00 | 128,472.00 | 8.00 | 42,824.00 | 13.00 | 69,589.00 | ||
| 203-03 | embankment | 76,750 | CUYD | 20.40 | 1,565,700.00 | 14.00 | 1,074,500.00 | 22.00 | 1,688,500.00 | ||
| 204-02 | temporary hay or straw bales | 50 | EACH | 24.00 | 1,200.00 | 20.00 | 1,000.00 | 20.00 | 1,000.00 | ||
| 204-06 | temporary silt fencing | 2,550 | LNFT | 2.40 | 6,120.00 | 3.00 | 7,650.00 | 4.00 | 10,200.00 | ||
| 302-02-E | class ii base course (10" thick) | 4,676.6 | SQYD | 30.00 | 140,298.00 | 16.70 | 78,099.22 | 30.00 | 140,298.00 | ||
| 303-01-C | in-place cement stabilized base course (10" thick) | 6,006 | SQYD | 12.30 | 73,873.80 | 10.00 | 60,060.00 | 20.00 | 120,120.00 | ||
| 305-01-D | subgrade layer (12" thick) | 4,676 | SQYD | 15.00 | 70,140.00 | 10.00 | 46,760.00 | 25.00 | 116,900.00 | ||
| 502-01 | superpave asphaltic concrete | 4,950.4 | TON | 180.00 | 891,072.00 | 130.00 | 643,552.00 | 135.00 | 668,304.00 | ||
| 509-01 | cold planing asphaltic pavement | 11,123 | SQYD | 6.30 | 70,074.90 | 3.00 | 33,369.00 | 2.80 | 31,144.40 | ||
| 701-03-M | storm drain pipe (36" rcp/pcp) | 204 | LNFT | 160.10 | 32,660.40 | 150.00 | 30,600.00 | 130.00 | 26,520.00 | ||
| 701-03-O/P-01 | storm drain pipe (48" pcp or 54" cmp)(outfall) | 120 | LNFT | 360.85 | 43,302.00 | 300.00 | 36,000.00 | 200.00 | 24,000.00 | ||
| 701-03-S | storm drain pipe (72" rcp/pcp) | 372 | LNFT | 508.70 | 189,236.40 | 550.00 | 204,600.00 | 400.00 | 148,800.00 | ||
| 704-01-C | guard rail (double thrie beam)(3'-1 1/2" post spacing) | 31.3 | LNFT | 72.02 | 2,254.23 | 72.00 | 2,253.60 | 70.00 | 2,191.00 | ||
| 704-03 | blocked out guard rail | 150.0 | LNFT | 27.60 | 4,140.00 | 28.00 | 4,200.00 | 25.00 | 3,750.00 | ||
| 704-06-A | guard rail anchor sections (trailing end)(single thrie beam) |
6.3 | LNFT | 144.15 | 908.15 | 170.00 | 1,071.00 | 140.00 | 882.00 | ||
| 704-11-B | guard rail end treatment (tangent) | 1 | EACH | 3,600.00 | 3,600.00 | 3,100.00 | 3,100.00 | 3,500.00 | 3,500.00 | ||
| 705-06-B | chain link fence (5-foot height) | 627 | LNFT | 24.00 | 15,048.00 | 16.00 | 10,032.00 | 30.00 | 18,810.00 | ||
| 711-02-E | riprap (130 lb) | 701 | CUYD | 119.25 | 83,594.25 | 80.00 | 56,080.00 | 90.00 | 63,090.00 | ||
| 711-04 | geotextile fabric | 830 | SQYD | 1.90 | 1,577.00 | 3.00 | 2,490.00 | 3.00 | 2,490.00 | ||
| 712-02 | sacked concrete revetment | 64 | SQYD | 120.00 | 7,680.00 | 100.00 | 6,400.00 | 200.00 | 12,800.00 | ||
| 713-01 | temporary signs & barricades | lump | LUMP | 228,857.00 | 228,857.00 | 400,000.00 | 400,000.00 | 350,000.00 | 350,000.00 | ||
| 713-04-A-01 | temporary pvmt. markings (solid line)(4" w)(type i removable) |
5.292 | MILE | 13,320.15 | 70,490.23 | 12,200.00 | 64,562.40 | 12,500.00 | 66,150.00 | ||
| 713-06-A | temporary reflectorized raised pavement markers (tabs) | 1,450 | EACH | 1.20 | 1,740.00 | 2.00 | 2,900.00 | 1.15 | 1,667.50 | ||
| 713-08 | temporary precast concrete barrier (department furnished) |
307 | EACH | 793.10 | 243,481.70 | 300.00 | 92,100.00 | 200.00 | 61,400.00 | ||
| 713-10 | temporary precast concrete barrier movement | 195 | EACH | 240.00 | 46,800.00 | 200.00 | 39,000.00 | 115.00 | 22,425.00 | ||
| 716-01-A | mulch (vegetative) | 13.9 | TON | 720.00 | 10,008.00 | 440.00 | 6,116.00 | 600.00 | 8,340.00 | ||
| 717-01 | seeding | 556 | LB | 12.00 | 6,672.00 | 7.15 | 3,975.40 | 8.30 | 4,614.80 | ||
| 718-01 | fertilizer | 9,272 | LB | 0.60 | 5,563.20 | 0.53 | 4,914.16 | 0.80 | 7,417.60 | ||
| 720-01-A | erosion control system, slope protection (type a) | 756 | SQYD | 3.80 | 2,872.80 | 1.65 | 1,247.40 | 2.50 | 1,890.00 | ||
| 720-01-B | erosion control system, slope protection (type b) | 2,300 | SQYD | 3.80 | 8,740.00 | 1.92 | 4,416.00 | 2.50 | 5,750.00 | ||
| 722-02 | project site laboratory (equipped) | 1 | EACH | 24,000.00 | 24,000.00 | 100,000.00 | 100,000.00 | 80,000.00 | 80,000.00 | ||
| 726-01 | bedding material | 6,825.0 | CUYD | 90.15 | 615,273.75 | 75.00 | 511,875.00 | 105.00 | 716,625.00 | ||
| 727-01 | mobilization | lump | LUMP | 756,300.00 | 756,300.00 | 1,500,000.00 | 1,500,000.00 | 1,600,000.00 | 1,600,000.00 | ||
| 731-02 | reflectorized raised pavement markers | 200 | EACH | 6.15 | 1,230.00 | 5.61 | 1,122.00 | 6.00 | 1,200.00 | ||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 3.008 | MILE | 3,180.00 | 9,565.44 | 2,915.00 | 8,768.32 | 3,000.00 | 9,024.00 | ||
| 732-03-A-01 | plastic pvmt striping (broken line)(4"width)preformed marking tape - type d) |
1.504 | MILE | 3,169.00 | 4,766.18 | 2,904.00 | 4,367.62 | 3,000.00 | 4,512.00 | ||
| 732-05 | removal of existing markings | 4.057 | MILE | 4,313.50 | 17,499.87 | 3,949.00 | 16,021.09 | 4,200.00 | 17,039.40 | ||
| 740-01 | construction layout | lump | LUMP | 116,100.00 | 116,100.00 | 200,000.00 | 200,000.00 | 250,000.00 | 250,000.00 | ||
| 803-05 | temporary sheeting | lump | LUMP | 252,000.00 | 252,000.00 | 1,000,000.00 | 1,000,000.00 | 15,000.00 | 15,000.00 | ||
| 805-01-B | class a concrete (box culvert headwalls) | 428.53 | CUYD | 840.10 | 360,008.05 | 1,000.00 | 428,530.00 | 1,600.00 | 685,648.00 | ||
| 805-06 | class r concrete | 760.30 | CUYD | 269.90 | 205,204.97 | 400.00 | 304,120.00 | 275.00 | 209,082.50 | ||
| 805-12-Y | reinforced concrete box culverts (15' x 15') | 1,660.7 | LNFT | 2,735.00 | 4,542,014.50 | 4,000.00 | 6,642,800.00 | 3,200.00 | 5,314,240.00 | ||
| 806-01 | deformed reinforcing steel | 66,652 | LB | 1.20 | 79,982.40 | 1.00 | 66,652.00 | 1.20 | 79,982.40 | ||
| S-001 | dynamic message sign unit | 5 | EACH | 25,476.00 | 127,380.00 | 25,000.00 | 125,000.00 | 20,000.00 | 100,000.00 | ||
| S-002 | temporary guard rail | 150 | LNFT | 48.00 | 7,200.00 | 43.00 | 6,450.00 | 50.00 | 7,500.00 | ||
| S-003 | rumble strips (ground-in) | 3.004 | MILE | 2,716.40 | 8,160.07 | 2,800.00 | 8,411.20 | 2,000.00 | 6,008.00 | ||
| S-004 | glare paddles | 1,000 | LNFT | 21.80 | 21,800.00 | 10.00 | 10,000.00 | 8.00 | 8,000.00 | ||
| S-101 | cofferdam / dewatering system | lump | LUMP | 2,424,000.00 | 2,424,000.00 | 500,000.00 | 500,000.00 | 3,700,000.00 | 3,700,000.00 | ||
| ITEM TOTAL (CONSTRUCTION BID) | 14,691,574.26 | 16,529,098.61 | 16,945,850.50 | ||||||||
| NUMBER OF DAYS BID AT $10,000 PER DAY. | 4,500,000.00 | 4,500,000.00 | 4,500,000.00 | ||||||||
| TOTAL BID | 19,191,574.26 | 21,029,098.61 | 21,445,850.50 | ||||||||