| |||
| DBE GOAL FED | |||
| Lead Project: 742-07-0031 | |||
| Parish: ORLEANS | |||
| Routes: | |||
| Description: MORRISON ROAD IMPROVEMENTS (GANNON ROAD TO VINCENT ROAD) | |||
| Type Const:
grading, drainage structures, sanitary sewer system, class ii base course, portland cement concrete pavement, and related work. | |||
| Rank | License | Bidder | Amount |
|---|---|---|---|
| 1 | 06276 | BARRIERE CONSTRUCTION CO., LLC. | $1,633,633.20 |
| 2 | 24901 | HARD ROCK CONSTRUCTION CO. | $1,748,219.30 |
| 3 | 36961 | CYCLE CONSTRUCTION CO. L.L.C. | $1,775,848.00 |
| 4 | 35678 | BEVERLY CONSTRUCTION CO. LLC | $1,845,963.67 |
| 5 | 02074 | CIRCLE, INC. | $1,879,999.99 |
| 6 | 12069 | B & K CONSTRUCTION CO. | $1,905,928.42 |
| 7 | 02179 | BOH BROS. CONSTRUCTION CO., LLC. | $2,068,093.15 |
| 8 | 08579 | RONALD ADAMS CONTRACTOR, INC. | $2,150,170.65 |
| 9 | 40038 | COMMAND CONSTRUCTION LLC | $2,197,389.90 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - BARRIERE CONSTRUCTION CO., LLC. |
- 2 - HARD ROCK CONSTRUCTION CO. |
- 3 - CYCLE CONSTRUCTION CO. L.L.C. |
- 4 - BEVERLY CONSTRUCTION CO. LLC |
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing & grubbing | lump | LUMP | 10,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | 8,500.00 | 8,500.00 | 14,000.00 | 14,000.00 |
| 202-01 | removal of structures & obstructions | lump | LUMP | 8,000.00 | 8,000.00 | 25,000.00 | 25,000.00 | 600.00 | 600.00 | 23,000.00 | 23,000.00 |
| 202-02-C | removal of portland cement concrete pavement | 1,003 | SQYD | 8.00 | 8,024.00 | 15.00 | 15,045.00 | 6.00 | 6,018.00 | 7.25 | 7,271.75 |
| 202-02-D | removal of concrete walks & drives | 676 | SQYD | 8.00 | 5,408.00 | 10.00 | 6,760.00 | 7.00 | 4,732.00 | 7.25 | 4,901.00 |
| 202-02-F | removal of concrete combination curb & gutter | 1,353.4 | LNFT | 5.00 | 6,767.00 | 2.00 | 2,706.80 | 2.00 | 2,706.80 | 8.30 | 11,233.22 |
| 202-02-G | removal of surfacing & stabilized base | 729.0 | SQYD | 5.00 | 3,645.00 | 10.00 | 7,290.00 | 2.00 | 1,458.00 | 7.40 | 5,394.60 |
| 202-02-H | removal of guard rail | 78 | LNFT | 4.00 | 312.00 | 4.00 | 312.00 | 5.00 | 390.00 | 4.40 | 343.20 |
| 202-02-I | removal of barricades | 4 | EACH | 200.00 | 800.00 | 400.00 | 1,600.00 | 350.00 | 1,400.00 | 370.00 | 1,480.00 |
| 203-01 | general excavation | 3,848 | CUYD | 5.00 | 19,240.00 | 5.00 | 19,240.00 | 7.50 | 28,860.00 | 4.50 | 17,316.00 |
| 203-04 | embankment | 5,149 | CUYD | 5.00 | 25,745.00 | 5.00 | 25,745.00 | 14.00 | 72,086.00 | 11.75 | 60,500.75 |
| 203-08 | borrow (vehicular measurement) | 2,846 | CUYD | 1.00 | 2,846.00 | FREE | FREE | 12.00 | 34,152.00 | 10.00 | 28,460.00 |
| 204-02 | temporary hay or straw bales | 200 | EACH | 7.00 | 1,400.00 | 7.00 | 1,400.00 | 7.00 | 1,400.00 | 10.00 | 2,000.00 |
| 204-06 | temporary silt fencing | 4,000 | LNFT | 1.40 | 5,600.00 | 1.00 | 4,000.00 | 1.50 | 6,000.00 | 1.56 | 6,240.00 |
| 302-02-A | class ii base course (8" thick) | 10,079.0 | SQYD | 13.00 | 131,027.00 | 12.00 | 120,948.00 | 12.50 | 125,987.50 | 15.12 | 152,394.48 |
| 302-02-B | class ii base course (4" thick) | 1,922.7 | SQYD | 10.00 | 19,227.00 | 20.00 | 38,454.00 | 8.00 | 15,381.60 | 13.20 | 25,379.64 |
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 50.0 | CUYD | 20.00 | 1,000.00 | 50.00 | 2,500.00 | 40.00 | 2,000.00 | 54.00 | 2,700.00 |
| 601-01-G | portland cement concrete pavement (8" thick) | 9,396.4 | SQYD | 38.00 | 357,063.20 | 38.00 | 357,063.20 | 47.00 | 441,630.80 | 39.50 | 371,157.80 |
| 704-03 | blocked out guard rail | 115.0 | LNFT | 14.00 | 1,610.00 | 12.00 | 1,380.00 | 14.00 | 1,610.00 | 14.00 | 1,610.00 |
| 704-11-A | guard rail end treatment (flared) | 2 | EACH | 1,600.00 | 3,200.00 | 1,500.00 | 3,000.00 | 1,600.00 | 3,200.00 | 1,600.00 | 3,200.00 |
| 705-09 | rebuilt fence | 18 | LNFT | 25.00 | 450.00 | 25.00 | 450.00 | 23.00 | 414.00 | 20.00 | 360.00 |
| 706-01-A | concrete walk (4" thick) | 1,634.9 | SQYD | 40.00 | 65,396.00 | 35.00 | 57,221.50 | 34.00 | 55,586.60 | 43.00 | 70,300.70 |
| 706-02-C | concrete drive(6" thick) | 200.3 | SQYD | 47.00 | 9,414.10 | 50.00 | 10,015.00 | 48.00 | 9,614.40 | 52.00 | 10,415.60 |
| 706-02-D | concrete drive(8" thick) | 87.5 | SQYD | 50.00 | 4,375.00 | 55.00 | 4,812.50 | 60.00 | 5,250.00 | 62.00 | 5,425.00 |
| 707-01 | concrete curb | 6,002.4 | LNFT | 6.00 | 36,014.40 | 5.00 | 30,012.00 | 7.50 | 45,018.00 | 8.50 | 51,020.40 |
| 713-01 | temporary signs & barricades | lump | LUMP | 15,000.00 | 15,000.00 | 25,000.00 | 25,000.00 | 18,000.00 | 18,000.00 | 20,600.00 | 20,600.00 |
| 717-01 | seeding | 150 | LB | 9.00 | 1,350.00 | 15.00 | 2,250.00 | 10.00 | 1,500.00 | 9.44 | 1,416.00 |
| 718-01 | fertilizer | 2,475 | LB | 0.50 | 1,237.50 | 1.00 | 2,475.00 | 0.50 | 1,237.50 | 0.54 | 1,336.50 |
| 722-01 | project site laboratory | 1 | EACH | 10,000.00 | 10,000.00 | 12,000.00 | 12,000.00 | 6,000.00 | 6,000.00 | 16,000.00 | 16,000.00 |
| 727-01 | mobilization | lump | LUMP | 80,000.00 | 80,000.00 | 154,000.00 | 154,000.00 | 73,000.00 | 73,000.00 | 24,000.00 | 24,000.00 |
| 729-01 | sign (type a) | 49.6 | SQFT | 22.00 | 1,091.20 | 20.00 | 992.00 | 23.00 | 1,140.80 | 22.00 | 1,091.20 |
| 729-19-B | dead end road installations(type b) | 5 | EACH | 800.00 | 4,000.00 | 800.00 | 4,000.00 | 900.00 | 4,500.00 | 1,200.00 | 6,000.00 |
| 729-21 | u-channel post | 9 | EACH | 130.00 | 1,170.00 | 125.00 | 1,125.00 | 97.00 | 873.00 | 138.00 | 1,242.00 |
| 731-02 | reflectorized raised pavement markers | 63 | EACH | 5.00 | 315.00 | 5.00 | 315.00 | 6.00 | 378.00 | 5.50 | 346.50 |
| 732-01-A | plastic pavement striping (4" width) | 5,848 | LNFT | 0.40 | 2,339.20 | 0.40 | 2,339.20 | 0.50 | 2,924.00 | 0.45 | 2,631.60 |
| 732-01-B | plastic pavement striping (6" width) | 553 | LNFT | 0.60 | 331.80 | 0.60 | 331.80 | 1.00 | 553.00 | 0.66 | 364.98 |
| 732-01-D | plastic pavement striping (12" width) | 118 | LNFT | 1.35 | 159.30 | 1.35 | 159.30 | 1.50 | 177.00 | 1.50 | 177.00 |
| 740-01 | construction layout | lump | LUMP | 20,000.00 | 20,000.00 | 30,000.00 | 30,000.00 | 22,000.00 | 22,000.00 | 21,000.00 | 21,000.00 |
| S-001 | existing site conditions survey | lump | LUMP | 5,000.00 | 5,000.00 | 10,000.00 | 10,000.00 | 6,000.00 | 6,000.00 | 4,300.00 | 4,300.00 |
| S-002 | geogrid | 10,079 | SQYD | 2.50 | 25,197.50 | 3.00 | 30,237.00 | 3.00 | 30,237.00 | 2.75 | 27,717.25 |
| S-003 | saw cut concrete or asphalt (1" depth) | 3,982 | LNFT | 1.00 | 3,982.00 | 1.00 | 3,982.00 | 1.50 | 5,973.00 | 1.10 | 4,380.20 |
| S-004 | slope paving at drain outlets | 8 | EACH | 300.00 | 2,400.00 | 500.00 | 4,000.00 | 600.00 | 4,800.00 | 900.00 | 7,200.00 |
| S-005 | storm drain pipe (15" rcp) (d-12) | 509 | LNFT | 55.00 | 27,995.00 | 52.00 | 26,468.00 | 56.00 | 28,504.00 | 47.00 | 23,923.00 |
| S-006 | storm drain pipe (18" rcp) (d-12) | 152 | LNFT | 75.00 | 11,400.00 | 56.00 | 8,512.00 | 60.00 | 9,120.00 | 69.00 | 10,488.00 |
| S-007 | storm drain pipe (24" rcp) (d-12) | 111 | LNFT | 90.00 | 9,990.00 | 86.00 | 9,546.00 | 81.00 | 8,991.00 | 90.00 | 9,990.00 |
| S-008 | storm drain pipe (30" rcp) (d-12) | 8 | LNFT | 400.00 | 3,200.00 | 411.00 | 3,288.00 | 370.00 | 2,960.00 | 248.00 | 1,984.00 |
| S-009 | storm drain pipe (36" rcp) (d-12) | 9 | LNFT | 450.00 | 4,050.00 | 376.00 | 3,384.00 | 372.00 | 3,348.00 | 325.00 | 2,925.00 |
| S-010 | storm drain pipe (30" x 18" rcpa) (d-13) | 305 | LNFT | 90.00 | 27,450.00 | 79.00 | 24,095.00 | 86.00 | 26,230.00 | 96.40 | 29,402.00 |
| S-011 | drop inlet catch basin (d-8) | 3 | EACH | 2,300.00 | 6,900.00 | 1,800.00 | 5,400.00 | 2,500.00 | 7,500.00 | 2,450.00 | 7,350.00 |
| S-012 | double mountable catch basin (d-11) | 1 | EACH | 4,100.00 | 4,100.00 | 3,300.00 | 3,300.00 | 5,000.00 | 5,000.00 | 3,750.00 | 3,750.00 |
| S-013 | single vertical catch basin #1 (d-3) | 7 | EACH | 2,600.00 | 18,200.00 | 2,100.00 | 14,700.00 | 2,400.00 | 16,800.00 | 2,300.00 | 16,100.00 |
| S-014 | double vertical catch basin #1 (d-4) | 6 | EACH | 5,000.00 | 30,000.00 | 2,600.00 | 15,600.00 | 5,000.00 | 30,000.00 | 3,100.00 | 18,600.00 |
| S-015 | water valve manhole #1 (d-1) | 5 | EACH | 1,500.00 | 7,500.00 | 2,000.00 | 10,000.00 | 2,700.00 | 13,500.00 | 2,408.00 | 12,040.00 |
| S-016 | drain manhole #2 (d-1) | 17.8 | FTHT | 500.00 | 8,900.00 | 350.00 | 6,230.00 | 400.00 | 7,120.00 | 315.00 | 5,607.00 |
| S-017 | drain manhole #3 (d-1) | 9.9 | FTHT | 540.00 | 5,346.00 | 450.00 | 4,455.00 | 450.00 | 4,455.00 | 315.00 | 3,118.50 |
| S-018 | adjust manhole (d-1) | 14 | EACH | 500.00 | 7,000.00 | 300.00 | 4,200.00 | 400.00 | 5,600.00 | 744.00 | 10,416.00 |
| S-019 | adjust catch basin (d-3) | 5 | EACH | 100.00 | 500.00 | 700.00 | 3,500.00 | 500.00 | 2,500.00 | 725.00 | 3,625.00 |
| S-020 | 8" sewer main (6.1 to 8.0' depth) (d-14) | 176 | LNFT | 90.00 | 15,840.00 | 80.00 | 14,080.00 | 75.00 | 13,200.00 | 148.00 | 26,048.00 |
| S-021 | 8" sewer main (8.1 to 10.0'depth) (d-14) | 462 | LNFT | 100.00 | 46,200.00 | 90.00 | 41,580.00 | 90.00 | 41,580.00 | 150.00 | 69,300.00 |
| S-022 | 10"sewer main (8.1 to 10.0'depth) (d-14) | 181 | LNFT | 110.00 | 19,910.00 | 110.00 | 19,910.00 | 111.00 | 20,091.00 | 152.00 | 27,512.00 |
| S-023 | 10"sewer main (10.1 to 12.0' depth) (d-14) | 694 | LNFT | 140.00 | 97,160.00 | 115.00 | 79,810.00 | 113.00 | 78,422.00 | 172.00 | 119,368.00 |
| S-024 | 15"sewer main (10.1 to 12.0' depth) (d-14) | 169 | LNFT | 150.00 | 25,350.00 | 200.00 | 33,800.00 | 142.00 | 23,998.00 | 181.00 | 30,589.00 |
| S-025 | sewer manhole #1 (d-1) | 105.7 | FTHT | 450.00 | 47,565.00 | 300.00 | 31,710.00 | 400.00 | 42,280.00 | 244.00 | 25,790.80 |
| S-026 | 16" force main | 47 | LNFT | 400.00 | 18,800.00 | 500.00 | 23,500.00 | 280.00 | 13,160.00 | 116.00 | 5,452.00 |
| S-027 | 20" force main | 1,261 | LNFT | 100.00 | 126,100.00 | 110.00 | 138,710.00 | 102.00 | 128,622.00 | 117.00 | 147,537.00 |
| S-028 | 24" force main | 1,342 | LNFT | 120.00 | 161,040.00 | 140.00 | 187,880.00 | 134.00 | 179,828.00 | 157.00 | 210,694.00 |
| S-029 | replace sewer manhole casting (d-7) | 5 | EACH | 250.00 | 1,250.00 | 500.00 | 2,500.00 | 450.00 | 2,250.00 | 525.00 | 2,625.00 |
| S-030 | 6" sewer house connection (d-15) | 5 | EACH | 100.00 | 500.00 | 500.00 | 2,500.00 | 900.00 | 4,500.00 | 900.00 | 4,500.00 |
| S-031 | street name sign on existing post (std 11) | 5 | EACH | 170.00 | 850.00 | 200.00 | 1,000.00 | 400.00 | 2,000.00 | 178.00 | 890.00 |
| S-032 | street name sign on new post (std 11) | 2 | EACH | 200.00 | 400.00 | 200.00 | 400.00 | 500.00 | 1,000.00 | 216.00 | 432.00 |
| CONTRACTOR TOTAL | 1,633,633.20 | 1,748,219.30 | 1,775,848.00 | 1,845,963.67 | |||||||
| Item Number | Item Description | Quantity | Unit of Measure | - 5 - CIRCLE, INC. |
- 6 - B & K CONSTRUCTION CO. |
- 7 - BOH BROS. CONSTRUCTION CO., LLC. |
- 8 - RONALD ADAMS CONTRACTOR, INC. |
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing & grubbing | lump | LUMP | 4,000.00 | 4,000.00 | 6,300.00 | 6,300.00 | 5,000.00 | 5,000.00 | 32,000.00 | 32,000.00 |
| 202-01 | removal of structures & obstructions | lump | LUMP | 5,100.00 | 5,100.00 | 33,000.00 | 33,000.00 | 15,000.00 | 15,000.00 | 15,000.00 | 15,000.00 |
| 202-02-C | removal of portland cement concrete pavement | 1,003 | SQYD | 6.20 | 6,218.60 | 7.00 | 7,021.00 | 7.00 | 7,021.00 | 6.50 | 6,519.50 |
| 202-02-D | removal of concrete walks & drives | 676 | SQYD | 5.60 | 3,785.60 | 6.50 | 4,394.00 | 7.00 | 4,732.00 | 8.50 | 5,746.00 |
| 202-02-F | removal of concrete combination curb & gutter | 1,353.4 | LNFT | 2.80 | 3,789.52 | 2.50 | 3,383.50 | 4.00 | 5,413.60 | 4.50 | 6,090.30 |
| 202-02-G | removal of surfacing & stabilized base | 729.0 | SQYD | 2.70 | 1,968.30 | 6.50 | 4,738.50 | 7.00 | 5,103.00 | 5.00 | 3,645.00 |
| 202-02-H | removal of guard rail | 78 | LNFT | 4.00 | 312.00 | 3.25 | 253.50 | 4.00 | 312.00 | 5.00 | 390.00 |
| 202-02-I | removal of barricades | 4 | EACH | 101.00 | 404.00 | 110.00 | 440.00 | 500.00 | 2,000.00 | 300.00 | 1,200.00 |
| 203-01 | general excavation | 3,848 | CUYD | 4.30 | 16,546.40 | 6.00 | 23,088.00 | 7.00 | 26,936.00 | 8.00 | 30,784.00 |
| 203-04 | embankment | 5,149 | CUYD | 4.00 | 20,596.00 | 9.00 | 46,341.00 | 8.00 | 41,192.00 | 7.50 | 38,617.50 |
| 203-08 | borrow (vehicular measurement) | 2,846 | CUYD | 15.00 | 42,690.00 | 11.00 | 31,306.00 | 10.00 | 28,460.00 | 8.00 | 22,768.00 |
| 204-02 | temporary hay or straw bales | 200 | EACH | 7.00 | 1,400.00 | 5.00 | 1,000.00 | 6.00 | 1,200.00 | 6.00 | 1,200.00 |
| 204-06 | temporary silt fencing | 4,000 | LNFT | 1.50 | 6,000.00 | 2.00 | 8,000.00 | 1.50 | 6,000.00 | 1.50 | 6,000.00 |
| 302-02-A | class ii base course (8" thick) | 10,079.0 | SQYD | 15.00 | 151,185.00 | 11.00 | 110,869.00 | 14.00 | 141,106.00 | 12.50 | 125,987.50 |
| 302-02-B | class ii base course (4" thick) | 1,922.7 | SQYD | 13.00 | 24,995.10 | 5.00 | 9,613.50 | 11.00 | 21,149.70 | 12.50 | 24,033.75 |
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 50.0 | CUYD | 36.50 | 1,825.00 | 26.00 | 1,300.00 | 28.00 | 1,400.00 | 30.00 | 1,500.00 |
| 601-01-G | portland cement concrete pavement (8" thick) | 9,396.4 | SQYD | 41.00 | 385,252.40 | 55.30 | 519,620.92 | 45.00 | 422,838.00 | 40.00 | 375,856.00 |
| 704-03 | blocked out guard rail | 115.0 | LNFT | 15.00 | 1,725.00 | 19.00 | 2,185.00 | 13.00 | 1,495.00 | 14.00 | 1,610.00 |
| 704-11-A | guard rail end treatment (flared) | 2 | EACH | 1,700.00 | 3,400.00 | 2,000.00 | 4,000.00 | 1,500.00 | 3,000.00 | 1,600.00 | 3,200.00 |
| 705-09 | rebuilt fence | 18 | LNFT | 95.00 | 1,710.00 | 10.00 | 180.00 | 55.00 | 990.00 | 25.00 | 450.00 |
| 706-01-A | concrete walk (4" thick) | 1,634.9 | SQYD | 34.00 | 55,586.60 | 34.00 | 55,586.60 | 38.00 | 62,126.20 | 30.00 | 49,047.00 |
| 706-02-C | concrete drive(6" thick) | 200.3 | SQYD | 42.00 | 8,412.60 | 38.00 | 7,611.40 | 42.00 | 8,412.60 | 36.00 | 7,210.80 |
| 706-02-D | concrete drive(8" thick) | 87.5 | SQYD | 48.00 | 4,200.00 | 44.00 | 3,850.00 | 45.00 | 3,937.50 | 45.00 | 3,937.50 |
| 707-01 | concrete curb | 6,002.4 | LNFT | 9.50 | 57,022.80 | 19.00 | 114,045.60 | 6.00 | 36,014.40 | 5.50 | 33,013.20 |
| 713-01 | temporary signs & barricades | lump | LUMP | 29,300.00 | 29,300.00 | 35,000.00 | 35,000.00 | 25,000.00 | 25,000.00 | 24,000.00 | 24,000.00 |
| 717-01 | seeding | 150 | LB | 10.00 | 1,500.00 | 12.00 | 1,800.00 | 9.00 | 1,350.00 | 9.00 | 1,350.00 |
| 718-01 | fertilizer | 2,475 | LB | 0.60 | 1,485.00 | 0.50 | 1,237.50 | 0.50 | 1,237.50 | 0.35 | 866.25 |
| 722-01 | project site laboratory | 1 | EACH | 4,900.00 | 4,900.00 | 8,000.00 | 8,000.00 | 7,000.00 | 7,000.00 | 5,000.00 | 5,000.00 |
| 727-01 | mobilization | lump | LUMP | 33,000.00 | 33,000.00 | 33,000.00 | 33,000.00 | 101,000.00 | 101,000.00 | 72,000.00 | 72,000.00 |
| 729-01 | sign (type a) | 49.6 | SQFT | 26.00 | 1,289.60 | 21.00 | 1,041.60 | 21.00 | 1,041.60 | 22.00 | 1,091.20 |
| 729-19-B | dead end road installations(type b) | 5 | EACH | 950.00 | 4,750.00 | 1,325.00 | 6,625.00 | 1,200.00 | 6,000.00 | 900.00 | 4,500.00 |
| 729-21 | u-channel post | 9 | EACH | 148.50 | 1,336.50 | 50.00 | 450.00 | 130.00 | 1,170.00 | 135.00 | 1,215.00 |
| 731-02 | reflectorized raised pavement markers | 63 | EACH | 6.00 | 378.00 | 5.00 | 315.00 | 5.50 | 346.50 | 5.00 | 315.00 |
| 732-01-A | plastic pavement striping (4" width) | 5,848 | LNFT | 0.50 | 2,924.00 | 0.80 | 4,678.40 | 0.45 | 2,631.60 | 0.45 | 2,631.60 |
| 732-01-B | plastic pavement striping (6" width) | 553 | LNFT | 0.70 | 387.10 | 3.00 | 1,659.00 | 0.65 | 359.45 | 0.65 | 359.45 |
| 732-01-D | plastic pavement striping (12" width) | 118 | LNFT | 2.00 | 236.00 | 4.50 | 531.00 | 1.50 | 177.00 | 1.50 | 177.00 |
| 740-01 | construction layout | lump | LUMP | 32,000.00 | 32,000.00 | 51,000.00 | 51,000.00 | 25,000.00 | 25,000.00 | 50,000.00 | 50,000.00 |
| S-001 | existing site conditions survey | lump | LUMP | 3,519.92 | 3,519.92 | 8,125.00 | 8,125.00 | 5,000.00 | 5,000.00 | 4,000.00 | 4,000.00 |
| S-002 | geogrid | 10,079 | SQYD | 2.50 | 25,197.50 | 2.00 | 20,158.00 | 3.00 | 30,237.00 | 2.90 | 29,229.10 |
| S-003 | saw cut concrete or asphalt (1" depth) | 3,982 | LNFT | 0.55 | 2,190.10 | 1.50 | 5,973.00 | 1.25 | 4,977.50 | 1.25 | 4,977.50 |
| S-004 | slope paving at drain outlets | 8 | EACH | 1,400.00 | 11,200.00 | 245.00 | 1,960.00 | 1,000.00 | 8,000.00 | 600.00 | 4,800.00 |
| S-005 | storm drain pipe (15" rcp) (d-12) | 509 | LNFT | 42.00 | 21,378.00 | 55.00 | 27,995.00 | 70.00 | 35,630.00 | 55.00 | 27,995.00 |
| S-006 | storm drain pipe (18" rcp) (d-12) | 152 | LNFT | 52.00 | 7,904.00 | 71.00 | 10,792.00 | 80.00 | 12,160.00 | 83.00 | 12,616.00 |
| S-007 | storm drain pipe (24" rcp) (d-12) | 111 | LNFT | 73.25 | 8,130.75 | 98.00 | 10,878.00 | 100.00 | 11,100.00 | 114.00 | 12,654.00 |
| S-008 | storm drain pipe (30" rcp) (d-12) | 8 | LNFT | 116.50 | 932.00 | 170.00 | 1,360.00 | 300.00 | 2,400.00 | 300.00 | 2,400.00 |
| S-009 | storm drain pipe (36" rcp) (d-12) | 9 | LNFT | 196.00 | 1,764.00 | 221.00 | 1,989.00 | 400.00 | 3,600.00 | 300.00 | 2,700.00 |
| S-010 | storm drain pipe (30" x 18" rcpa) (d-13) | 305 | LNFT | 76.50 | 23,332.50 | 120.00 | 36,600.00 | 120.00 | 36,600.00 | 112.00 | 34,160.00 |
| S-011 | drop inlet catch basin (d-8) | 3 | EACH | 2,550.00 | 7,650.00 | 2,125.00 | 6,375.00 | 2,800.00 | 8,400.00 | 1,700.00 | 5,100.00 |
| S-012 | double mountable catch basin (d-11) | 1 | EACH | 5,575.00 | 5,575.00 | 2,950.00 | 2,950.00 | 5,400.00 | 5,400.00 | 6,000.00 | 6,000.00 |
| S-013 | single vertical catch basin #1 (d-3) | 7 | EACH | 3,190.00 | 22,330.00 | 2,385.00 | 16,695.00 | 3,700.00 | 25,900.00 | 3,300.00 | 23,100.00 |
| S-014 | double vertical catch basin #1 (d-4) | 6 | EACH | 10,800.00 | 64,800.00 | 4,298.00 | 25,788.00 | 6,100.00 | 36,600.00 | 7,000.00 | 42,000.00 |
| S-015 | water valve manhole #1 (d-1) | 5 | EACH | 3,360.00 | 16,800.00 | 4,207.00 | 21,035.00 | 2,200.00 | 11,000.00 | 2,900.00 | 14,500.00 |
| S-016 | drain manhole #2 (d-1) | 17.8 | FTHT | 340.00 | 6,052.00 | 513.00 | 9,131.40 | 480.00 | 8,544.00 | 440.00 | 7,832.00 |
| S-017 | drain manhole #3 (d-1) | 9.9 | FTHT | 344.00 | 3,405.60 | 538.00 | 5,326.20 | 500.00 | 4,950.00 | 440.00 | 4,356.00 |
| S-018 | adjust manhole (d-1) | 14 | EACH | 1,475.00 | 20,650.00 | 200.00 | 2,800.00 | 350.00 | 4,900.00 | 600.00 | 8,400.00 |
| S-019 | adjust catch basin (d-3) | 5 | EACH | 950.00 | 4,750.00 | 698.00 | 3,490.00 | 350.00 | 1,750.00 | 1,900.00 | 9,500.00 |
| S-020 | 8" sewer main (6.1 to 8.0' depth) (d-14) | 176 | LNFT | 93.00 | 16,368.00 | 87.00 | 15,312.00 | 93.00 | 16,368.00 | 180.00 | 31,680.00 |
| S-021 | 8" sewer main (8.1 to 10.0'depth) (d-14) | 462 | LNFT | 104.00 | 48,048.00 | 114.00 | 52,668.00 | 116.00 | 53,592.00 | 200.00 | 92,400.00 |
| S-022 | 10"sewer main (8.1 to 10.0'depth) (d-14) | 181 | LNFT | 108.00 | 19,548.00 | 117.00 | 21,177.00 | 124.00 | 22,444.00 | 210.00 | 38,010.00 |
| S-023 | 10"sewer main (10.1 to 12.0' depth) (d-14) | 694 | LNFT | 125.00 | 86,750.00 | 141.00 | 97,854.00 | 147.00 | 102,018.00 | 245.00 | 170,030.00 |
| S-024 | 15"sewer main (10.1 to 12.0' depth) (d-14) | 169 | LNFT | 136.00 | 22,984.00 | 158.00 | 26,702.00 | 166.00 | 28,054.00 | 275.00 | 46,475.00 |
| S-025 | sewer manhole #1 (d-1) | 105.7 | FTHT | 365.00 | 38,580.50 | 364.00 | 38,474.80 | 330.00 | 34,881.00 | 285.00 | 30,124.50 |
| S-026 | 16" force main | 47 | LNFT | 286.00 | 13,442.00 | 250.00 | 11,750.00 | 180.00 | 8,460.00 | 380.00 | 17,860.00 |
| S-027 | 20" force main | 1,261 | LNFT | 155.00 | 195,455.00 | 90.00 | 113,490.00 | 190.00 | 239,590.00 | 170.00 | 214,370.00 |
| S-028 | 24" force main | 1,342 | LNFT | 189.00 | 253,638.00 | 120.00 | 161,040.00 | 205.00 | 275,110.00 | 210.00 | 281,820.00 |
| S-029 | replace sewer manhole casting (d-7) | 5 | EACH | 430.00 | 2,150.00 | 250.00 | 1,250.00 | 400.00 | 2,000.00 | 600.00 | 3,000.00 |
| S-030 | 6" sewer house connection (d-15) | 5 | EACH | 475.00 | 2,375.00 | 488.00 | 2,440.00 | 800.00 | 4,000.00 | 1,500.00 | 7,500.00 |
| S-031 | street name sign on existing post (std 11) | 5 | EACH | 205.00 | 1,025.00 | 125.00 | 625.00 | 175.00 | 875.00 | 170.00 | 850.00 |
| S-032 | street name sign on new post (std 11) | 2 | EACH | 232.00 | 464.00 | 130.00 | 260.00 | 200.00 | 400.00 | 210.00 | 420.00 |
| CONTRACTOR TOTAL | 1,879,999.99 | 1,905,928.42 | 2,068,093.15 | 2,150,170.65 | |||||||
| Item Number | Item Description | Quantity | Unit of Measure | - 9 - COMMAND CONSTRUCTION LLC |
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|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing & grubbing | lump | LUMP | 25,000.00 | 25,000.00 | ||||||
| 202-01 | removal of structures & obstructions | lump | LUMP | 12,000.00 | 12,000.00 | ||||||
| 202-02-C | removal of portland cement concrete pavement | 1,003 | SQYD | 10.00 | 10,030.00 | ||||||
| 202-02-D | removal of concrete walks & drives | 676 | SQYD | 10.00 | 6,760.00 | ||||||
| 202-02-F | removal of concrete combination curb & gutter | 1,353.4 | LNFT | 20.00 | 27,068.00 | ||||||
| 202-02-G | removal of surfacing & stabilized base | 729.0 | SQYD | 3.00 | 2,187.00 | ||||||
| 202-02-H | removal of guard rail | 78 | LNFT | 4.00 | 312.00 | ||||||
| 202-02-I | removal of barricades | 4 | EACH | 100.00 | 400.00 | ||||||
| 203-01 | general excavation | 3,848 | CUYD | 5.00 | 19,240.00 | ||||||
| 203-04 | embankment | 5,149 | CUYD | 12.00 | 61,788.00 | ||||||
| 203-08 | borrow (vehicular measurement) | 2,846 | CUYD | 7.50 | 21,345.00 | ||||||
| 204-02 | temporary hay or straw bales | 200 | EACH | 8.00 | 1,600.00 | ||||||
| 204-06 | temporary silt fencing | 4,000 | LNFT | 1.50 | 6,000.00 | ||||||
| 302-02-A | class ii base course (8" thick) | 10,079.0 | SQYD | 13.00 | 131,027.00 | ||||||
| 302-02-B | class ii base course (4" thick) | 1,922.7 | SQYD | 8.00 | 15,381.60 | ||||||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 50.0 | CUYD | 50.00 | 2,500.00 | ||||||
| 601-01-G | portland cement concrete pavement (8" thick) | 9,396.4 | SQYD | 40.00 | 375,856.00 | ||||||
| 704-03 | blocked out guard rail | 115.0 | LNFT | 14.00 | 1,610.00 | ||||||
| 704-11-A | guard rail end treatment (flared) | 2 | EACH | 1,500.00 | 3,000.00 | ||||||
| 705-09 | rebuilt fence | 18 | LNFT | 20.00 | 360.00 | ||||||
| 706-01-A | concrete walk (4" thick) | 1,634.9 | SQYD | 35.00 | 57,221.50 | ||||||
| 706-02-C | concrete drive(6" thick) | 200.3 | SQYD | 45.00 | 9,013.50 | ||||||
| 706-02-D | concrete drive(8" thick) | 87.5 | SQYD | 50.00 | 4,375.00 | ||||||
| 707-01 | concrete curb | 6,002.4 | LNFT | 6.00 | 36,014.40 | ||||||
| 713-01 | temporary signs & barricades | lump | LUMP | 5,000.00 | 5,000.00 | ||||||
| 717-01 | seeding | 150 | LB | 10.00 | 1,500.00 | ||||||
| 718-01 | fertilizer | 2,475 | LB | 0.50 | 1,237.50 | ||||||
| 722-01 | project site laboratory | 1 | EACH | 2,500.00 | 2,500.00 | ||||||
| 727-01 | mobilization | lump | LUMP | 200,000.00 | 200,000.00 | ||||||
| 729-01 | sign (type a) | 49.6 | SQFT | 21.00 | 1,041.60 | ||||||
| 729-19-B | dead end road installations(type b) | 5 | EACH | 850.00 | 4,250.00 | ||||||
| 729-21 | u-channel post | 9 | EACH | 140.00 | 1,260.00 | ||||||
| 731-02 | reflectorized raised pavement markers | 63 | EACH | 5.00 | 315.00 | ||||||
| 732-01-A | plastic pavement striping (4" width) | 5,848 | LNFT | 0.50 | 2,924.00 | ||||||
| 732-01-B | plastic pavement striping (6" width) | 553 | LNFT | 0.60 | 331.80 | ||||||
| 732-01-D | plastic pavement striping (12" width) | 118 | LNFT | 1.50 | 177.00 | ||||||
| 740-01 | construction layout | lump | LUMP | 5,000.00 | 5,000.00 | ||||||
| S-001 | existing site conditions survey | lump | LUMP | 20,000.00 | 20,000.00 | ||||||
| S-002 | geogrid | 10,079 | SQYD | 3.00 | 30,237.00 | ||||||
| S-003 | saw cut concrete or asphalt (1" depth) | 3,982 | LNFT | 1.00 | 3,982.00 | ||||||
| S-004 | slope paving at drain outlets | 8 | EACH | 600.00 | 4,800.00 | ||||||
| S-005 | storm drain pipe (15" rcp) (d-12) | 509 | LNFT | 80.00 | 40,720.00 | ||||||
| S-006 | storm drain pipe (18" rcp) (d-12) | 152 | LNFT | 120.00 | 18,240.00 | ||||||
| S-007 | storm drain pipe (24" rcp) (d-12) | 111 | LNFT | 150.00 | 16,650.00 | ||||||
| S-008 | storm drain pipe (30" rcp) (d-12) | 8 | LNFT | 400.00 | 3,200.00 | ||||||
| S-009 | storm drain pipe (36" rcp) (d-12) | 9 | LNFT | 400.00 | 3,600.00 | ||||||
| S-010 | storm drain pipe (30" x 18" rcpa) (d-13) | 305 | LNFT | 200.00 | 61,000.00 | ||||||
| S-011 | drop inlet catch basin (d-8) | 3 | EACH | 6,000.00 | 18,000.00 | ||||||
| S-012 | double mountable catch basin (d-11) | 1 | EACH | 6,000.00 | 6,000.00 | ||||||
| S-013 | single vertical catch basin #1 (d-3) | 7 | EACH | 4,000.00 | 28,000.00 | ||||||
| S-014 | double vertical catch basin #1 (d-4) | 6 | EACH | 6,000.00 | 36,000.00 | ||||||
| S-015 | water valve manhole #1 (d-1) | 5 | EACH | 2,200.00 | 11,000.00 | ||||||
| S-016 | drain manhole #2 (d-1) | 17.8 | FTHT | 500.00 | 8,900.00 | ||||||
| S-017 | drain manhole #3 (d-1) | 9.9 | FTHT | 500.00 | 4,950.00 | ||||||
| S-018 | adjust manhole (d-1) | 14 | EACH | 300.00 | 4,200.00 | ||||||
| S-019 | adjust catch basin (d-3) | 5 | EACH | 300.00 | 1,500.00 | ||||||
| S-020 | 8" sewer main (6.1 to 8.0' depth) (d-14) | 176 | LNFT | 85.00 | 14,960.00 | ||||||
| S-021 | 8" sewer main (8.1 to 10.0'depth) (d-14) | 462 | LNFT | 105.00 | 48,510.00 | ||||||
| S-022 | 10"sewer main (8.1 to 10.0'depth) (d-14) | 181 | LNFT | 135.00 | 24,435.00 | ||||||
| S-023 | 10"sewer main (10.1 to 12.0' depth) (d-14) | 694 | LNFT | 150.00 | 104,100.00 | ||||||
| S-024 | 15"sewer main (10.1 to 12.0' depth) (d-14) | 169 | LNFT | 200.00 | 33,800.00 | ||||||
| S-025 | sewer manhole #1 (d-1) | 105.7 | FTHT | 500.00 | 52,850.00 | ||||||
| S-026 | 16" force main | 47 | LNFT | 180.00 | 8,460.00 | ||||||
| S-027 | 20" force main | 1,261 | LNFT | 190.00 | 239,590.00 | ||||||
| S-028 | 24" force main | 1,342 | LNFT | 215.00 | 288,530.00 | ||||||
| S-029 | replace sewer manhole casting (d-7) | 5 | EACH | 250.00 | 1,250.00 | ||||||
| S-030 | 6" sewer house connection (d-15) | 5 | EACH | 600.00 | 3,000.00 | ||||||
| S-031 | street name sign on existing post (std 11) | 5 | EACH | 180.00 | 900.00 | ||||||
| S-032 | street name sign on new post (std 11) | 2 | EACH | 200.00 | 400.00 | ||||||
| CONTRACTOR TOTAL | 2,197,389.90 | ||||||||||