| |||
| DBE GOAL FED | |||
| Lead Project: 742-36-0123 | |||
| Parish: ORLEANS | |||
| Routes: | |||
| Description: WOODLAND DR. REHAB. (TULLIS DR. TO GENERAL DEGAULLE DR.) | |||
| Type Const:
grad, drainage structures, water and sewer systems, class ii base course, portland cement concrete pavement, and related work. | |||
| Estimated Construction Cost: $5,042,682.10 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 24901 | HARD ROCK CONSTRUCTION CO. | $3,343,149.10 |
| 2 | 02179 | BOH BROS. CONSTRUCTION CO., LLC. | $3,924,171.00 |
| 3 | 36961 | CYCLE CONSTRUCTION CO. L.L.C. | $4,076,448.65 |
| 4 | 48896 | COMMAND CONSTRUCTION INDUSTRIES LLC | $4,123,333.33 |
| 5 | 01033 | WALLACE C. DRENNAN, INC. | $4,294,387.20 |
| 6 | 06276 | BARRIERE CONSTRUCTION CO., LLC. | $4,682,002.00 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - HARD ROCK CONSTRUCTION CO. |
- 2 - BOH BROS. CONSTRUCTION CO., LLC. |
- 3 - CYCLE CONSTRUCTION CO. L.L.C. |
- 4 - COMMAND CONSTRUCTION INDUSTRIES LLC |
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing & grubbing | lump | LUMP | 20,000.00 | 20,000.00 | 6,000.00 | 6,000.00 | 40,000.00 | 40,000.00 | 40,716.73 | 40,716.73 |
| 202-01 | removal of structures & obstructions | lump | LUMP | 150,000.00 | 150,000.00 | 64,000.00 | 64,000.00 | 100,000.00 | 100,000.00 | 100,000.00 | 100,000.00 |
| 202-02-C | removal of portland cement concrete pavement | 8,709 | SQYD | 10.00 | 87,090.00 | 6.00 | 52,254.00 | 7.00 | 60,963.00 | 15.00 | 130,635.00 |
| 202-02-D | removal of concrete walks & drives | 1,578 | SQYD | 10.00 | 15,780.00 | 5.00 | 7,890.00 | 7.50 | 11,835.00 | 15.00 | 23,670.00 |
| 203-04 | nonplastic embankment | 1,500 | CUYD | 10.00 | 15,000.00 | 25.00 | 37,500.00 | 18.00 | 27,000.00 | 1.00 | 1,500.00 |
| 203-05 | excavation and embankment | lump | LUMP | 200,000.00 | 200,000.00 | 125,000.00 | 125,000.00 | 110,000.00 | 110,000.00 | 100,000.00 | 100,000.00 |
| 203-08 | geotextile fabric | 20,580 | SQYD | 1.00 | 20,580.00 | 1.50 | 30,870.00 | 1.00 | 20,580.00 | 2.00 | 41,160.00 |
| 204-06 | temporary silt fencing | 3,258 | LNFT | 1.75 | 5,701.50 | 2.00 | 6,516.00 | 2.00 | 6,516.00 | 1.50 | 4,887.00 |
| 302-02-C-01 | class ii base course (8" thick)(crushed stone)(net section) |
9,876.6 | SQYD | 20.00 | 197,532.00 | 15.00 | 148,149.00 | 19.00 | 187,655.40 | 25.00 | 246,915.00 |
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 500.0 | CUYD | 25.00 | 12,500.00 | 80.00 | 40,000.00 | 55.00 | 27,500.00 | 30.00 | 15,000.00 |
| 601-01-G | portland cement concrete pavement (8" thick) | 7,397.1 | SQYD | 60.00 | 443,826.00 | 55.00 | 406,840.50 | 65.00 | 480,811.50 | 67.00 | 495,605.70 |
| 601-02-G | portland cement concrete pavement (8" thick) (crossovers & turnouts) |
1,864.6 | SQYD | 65.00 | 121,199.00 | 70.00 | 130,522.00 | 67.00 | 124,928.20 | 72.00 | 134,251.20 |
| 706-01-A | concrete walk (4" thick) | 1,234.2 | SQYD | 65.00 | 80,223.00 | 60.00 | 74,052.00 | 45.00 | 55,539.00 | 55.00 | 67,881.00 |
| 706-02-C | concrete drive (6" thick) | 64.2 | SQYD | 75.00 | 4,815.00 | 65.00 | 4,173.00 | 60.00 | 3,852.00 | 60.00 | 3,852.00 |
| 706-02-D | concrete drive (8" thick) | 207.3 | SQYD | 75.00 | 15,547.50 | 75.00 | 15,547.50 | 70.00 | 14,511.00 | 65.00 | 13,474.50 |
| 706-03-C-01 | incidental concrete paving (h.c. ramps)(6" thick) | 46.8 | SQYD | 100.00 | 4,680.00 | 170.00 | 7,956.00 | 100.00 | 4,680.00 | 150.00 | 7,020.00 |
| 707-01 | concrete curb | 6,041.0 | LNFT | 7.00 | 42,287.00 | 10.00 | 60,410.00 | 16.00 | 96,656.00 | 6.00 | 36,246.00 |
| 710-01 | flowable fill | 94 | CUYD | 200.00 | 18,800.00 | 250.00 | 23,500.00 | 175.00 | 16,450.00 | 250.00 | 23,500.00 |
| 713-01 | temporary signs & barricades | lump | LUMP | 15,000.00 | 15,000.00 | 52,000.00 | 52,000.00 | 48,000.00 | 48,000.00 | 100,000.00 | 100,000.00 |
| 714-01 | slab sodding | 1,956 | SQYD | 6.00 | 11,736.00 | 6.00 | 11,736.00 | 5.00 | 9,780.00 | 12.00 | 23,472.00 |
| 715-01 | topsoil | 326 | CUYD | 35.00 | 11,410.00 | 6.50 | 2,119.00 | 50.00 | 16,300.00 | 25.00 | 8,150.00 |
| 717-01 | seeding | 38 | LB | 14.00 | 532.00 | 15.00 | 570.00 | 4.00 | 152.00 | 20.00 | 760.00 |
| 718-01 | fertilizer | 1,273 | LB | 1.00 | 1,273.00 | 1.00 | 1,273.00 | 1.00 | 1,273.00 | 1.00 | 1,273.00 |
| 722-01 | project site laboratory | 1 | EACH | 20,000.00 | 20,000.00 | 25,000.00 | 25,000.00 | 12,000.00 | 12,000.00 | 1,000.00 | 1,000.00 |
| 723-01-A | granular material for subbase (12" thick) (net section) | 3,292 | CUYD | 30.00 | 98,760.00 | 27.00 | 88,884.00 | 18.00 | 59,256.00 | 30.00 | 98,760.00 |
| 723-01-B | granular material beneath sidewalks (4" thick) (net section) |
172 | CUYD | 20.00 | 3,440.00 | 35.00 | 6,020.00 | 30.00 | 5,160.00 | 45.00 | 7,740.00 |
| 723-01-C | granular material beneath concrete drives and handicap ramps (6" thick) (net section) |
53 | CUYD | 20.00 | 1,060.00 | 50.00 | 2,650.00 | 30.00 | 1,590.00 | 45.00 | 2,385.00 |
| 726-01 | bedding material | 1,051.2 | CUYD | 50.00 | 52,560.00 | 95.00 | 99,864.00 | 51.00 | 53,611.20 | 125.00 | 131,400.00 |
| 727-01 | mobilization | lump | LUMP | 289,000.00 | 289,000.00 | 320,000.00 | 320,000.00 | 190,000.00 | 190,000.00 | 400,000.00 | 400,000.00 |
| 729-01 | sign (type a) | 87.5 | SQFT | 18.00 | 1,575.00 | 20.00 | 1,750.00 | 20.00 | 1,750.00 | 20.00 | 1,750.00 |
| 729-08-A | mounting (2 1/2" post) | 14 | EACH | 55.00 | 770.00 | 60.00 | 840.00 | 60.00 | 840.00 | 60.00 | 840.00 |
| 731-02 | reflectorized raised pavement markers | 5 | EACH | 7.50 | 37.50 | 5.00 | 25.00 | 6.00 | 30.00 | 50.00 | 250.00 |
| 732-01-A | plastic pavement striping (4" width) | 5,990 | LNFT | 0.50 | 2,995.00 | 0.50 | 2,995.00 | 0.55 | 3,294.50 | 0.50 | 2,995.00 |
| 732-01-B | plastic pavement striping (6" width) | 364 | LNFT | 1.00 | 364.00 | 1.00 | 364.00 | 0.80 | 291.20 | 1.00 | 364.00 |
| 732-01-C | plastic pavement striping (8" width) | 194 | LNFT | 1.00 | 194.00 | 1.00 | 194.00 | 1.00 | 194.00 | 2.00 | 388.00 |
| 732-01-D | plastic pavement striping (12" width) | 20 | LNFT | 3.00 | 60.00 | 1.25 | 25.00 | 1.20 | 24.00 | 3.00 | 60.00 |
| 732-01-E | plastic pavement striping (24" width) | 105 | LNFT | 5.00 | 525.00 | 4.00 | 420.00 | 4.45 | 467.25 | 5.00 | 525.00 |
| 740-01 | construction layout | lump | LUMP | 35,000.00 | 35,000.00 | 80,000.00 | 80,000.00 | 36,000.00 | 36,000.00 | 1,000.00 | 1,000.00 |
| S-001 | saw cut concrete curb, pavement, sidewalk, driveway, etc. according to plans (full depth) |
568.1 | LNFT | 6.00 | 3,408.60 | 10.00 | 5,681.00 | 14.00 | 7,953.40 | 12.00 | 6,817.20 |
| S-002 | utility excavation (up to 6' deep) | 10 | EACH | 500.00 | 5,000.00 | 1,000.00 | 10,000.00 | 800.00 | 8,000.00 | 800.00 | 8,000.00 |
| S-003 | utility excavation (over 6' deep) | 10 | EACH | 600.00 | 6,000.00 | 1,200.00 | 12,000.00 | 2,000.00 | 20,000.00 | 900.00 | 9,000.00 |
| S-004 | unsuitable subgrade excavation and sand filling (vehicular measurement) |
500 | CUYD | 25.00 | 12,500.00 | 50.00 | 25,000.00 | 38.00 | 19,000.00 | 75.00 | 37,500.00 |
| S-005 | compact existing subgrade | lump | LUMP | 11,000.00 | 11,000.00 | 35,000.00 | 35,000.00 | 15,000.00 | 15,000.00 | 1,000.00 | 1,000.00 |
| S-006 | plug existing 42" diameter drain line | 1 | EACH | 600.00 | 600.00 | 1,000.00 | 1,000.00 | 500.00 | 500.00 | 750.00 | 750.00 |
| S-007 | tap and connect storm drain (up to 18") to 60" equivalent rcpa |
4 | EACH | 1,000.00 | 4,000.00 | 2,500.00 | 10,000.00 | 1,500.00 | 6,000.00 | 400.00 | 1,600.00 |
| S-008 | hand-formed and poured in place concrete curb | 60 | LNFT | 30.00 | 1,800.00 | 60.00 | 3,600.00 | 45.00 | 2,700.00 | 10.00 | 600.00 |
| S-009 | gravel bed and filter cloth over tree roots | 100 | SQYD | 15.00 | 1,500.00 | 16.00 | 1,600.00 | 25.00 | 2,500.00 | 15.00 | 1,500.00 |
| S-010 | tree removal | 16 | EACH | 750.00 | 12,000.00 | 825.00 | 13,200.00 | 750.00 | 12,000.00 | 1,500.00 | 24,000.00 |
| S-011 | tree trimming | lump | LUMP | 1,900.00 | 1,900.00 | 1,700.00 | 1,700.00 | 5,500.00 | 5,500.00 | 50,000.00 | 50,000.00 |
| S-012 | root pruning | 25 | EACH | 245.00 | 6,125.00 | 250.00 | 6,250.00 | 320.00 | 8,000.00 | 50.00 | 1,250.00 |
| S-013 | new tree (savannah holly - 2" min. caliper, 12' min. height) |
13 | EACH | 295.00 | 3,835.00 | 300.00 | 3,900.00 | 300.00 | 3,900.00 | 300.00 | 3,900.00 |
| S-014 | asphaltic concrete for pot hole repair on access route and for temporary surfacing |
100.00 | TON | 125.00 | 12,500.00 | 200.00 | 20,000.00 | 185.00 | 18,500.00 | 150.00 | 15,000.00 |
| S-015 | street name sign on new post | 4 | EACH | 185.00 | 740.00 | 200.00 | 800.00 | 200.00 | 800.00 | 200.00 | 800.00 |
| S-016 | project sign | 1 | EACH | 1,200.00 | 1,200.00 | 1,200.00 | 1,200.00 | 1,300.00 | 1,300.00 | 1,000.00 | 1,000.00 |
| S-017 | reinforced concrete pipe (15") | 812 | LNFT | 75.00 | 60,900.00 | 90.00 | 73,080.00 | 125.00 | 101,500.00 | 90.00 | 73,080.00 |
| S-018 | reinforced concrete pipe (18") | 924 | LNFT | 79.00 | 72,996.00 | 110.00 | 101,640.00 | 135.00 | 124,740.00 | 105.00 | 97,020.00 |
| S-019 | reinforced concrete pipe (21") | 295 | LNFT | 93.00 | 27,435.00 | 150.00 | 44,250.00 | 145.00 | 42,775.00 | 125.00 | 36,875.00 |
| S-020 | reinforced concrete pipe (36") | 13 | LNFT | 184.00 | 2,392.00 | 300.00 | 3,900.00 | 340.00 | 4,420.00 | 200.00 | 2,600.00 |
| S-021 | reinforced concrete arch pipe (48" equiv.) | 37 | LNFT | 199.00 | 7,363.00 | 350.00 | 12,950.00 | 360.00 | 13,320.00 | 300.00 | 11,100.00 |
| S-022 | reinforced concrete arch pipe (60" equiv.) | 921 | LNFT | 250.00 | 230,250.00 | 400.00 | 368,400.00 | 490.00 | 451,290.00 | 400.00 | 368,400.00 |
| S-023 | yard drain service line (6" pvc) | 500 | LNFT | 17.00 | 8,500.00 | 20.00 | 10,000.00 | 30.00 | 15,000.00 | 10.00 | 5,000.00 |
| S-024 | yard drain service line (10" pvc) | 500 | LNFT | 21.00 | 10,500.00 | 25.00 | 12,500.00 | 30.00 | 15,000.00 | 10.00 | 5,000.00 |
| S-025 | reinforced concrete wye - new (15"x15") | 2 | EACH | 385.00 | 770.00 | 450.00 | 900.00 | 700.00 | 1,400.00 | 400.00 | 800.00 |
| S-026 | reinforced concrete wye - new (18"x15") | 2 | EACH | 490.00 | 980.00 | 600.00 | 1,200.00 | 850.00 | 1,700.00 | 500.00 | 1,000.00 |
| S-027 | reinforced concrete wye - new (21"x15") | 1 | EACH | 650.00 | 650.00 | 800.00 | 800.00 | 1,000.00 | 1,000.00 | 750.00 | 750.00 |
| S-028 | junction box (s&wb of n.o. - dwg. # d-3937) | 7 | EACH | 12,000.00 | 84,000.00 | 20,000.00 | 140,000.00 | 24,500.00 | 171,500.00 | 10,000.00 | 70,000.00 |
| S-029 | no. 1 standard manhole (s&wb of n.o. - dwg. # d-870) | 10 | EACH | 3,000.00 | 30,000.00 | 4,200.00 | 42,000.00 | 5,000.00 | 50,000.00 | 3,500.00 | 35,000.00 |
| S-030 | no. 3 standard manhole (s&wb of n.o. - dwg. # d-870) | 1 | EACH | 3,000.00 | 3,000.00 | 5,700.00 | 5,700.00 | 6,200.00 | 6,200.00 | 4,500.00 | 4,500.00 |
| S-031 | no. 1 standard catch basin (s&wb of n.o. - dwg. # d-873) |
3 | EACH | 3,000.00 | 9,000.00 | 5,400.00 | 16,200.00 | 4,000.00 | 12,000.00 | 3,000.00 | 9,000.00 |
| S-032 | double no. 1 standard catch basin (s&wb of n.o. - dwg. # d-873-a) |
10 | EACH | 4,000.00 | 40,000.00 | 8,800.00 | 88,000.00 | 6,000.00 | 60,000.00 | 6,000.00 | 60,000.00 |
| S-033 | single mountable catch basin (s&wb of n.o. - dwg. # d-3431-a) |
3 | EACH | 3,000.00 | 9,000.00 | 3,700.00 | 11,100.00 | 3,100.00 | 9,300.00 | 3,000.00 | 9,000.00 |
| S-034 | double mountable catch basin (s&wb of n.o. - dwg. # d-3431-b) |
2 | EACH | 5,000.00 | 10,000.00 | 7,500.00 | 15,000.00 | 5,100.00 | 10,200.00 | 6,000.00 | 12,000.00 |
| S-035 | drop inlet (30"x24") (s&wb of n.o. - dwg. # d-3264) | 1 | EACH | 2,000.00 | 2,000.00 | 2,800.00 | 2,800.00 | 3,200.00 | 3,200.00 | 3,000.00 | 3,000.00 |
| S-036 | water main (8") with main line fittings(pvc-c900) | 229.0 | LNFT | 115.00 | 26,335.00 | 65.00 | 14,885.00 | 200.00 | 45,800.00 | 100.00 | 22,900.00 |
| S-037 | water main (12") with main line fittings (pvc-c900) | 1,642.0 | LNFT | 58.00 | 95,236.00 | 68.00 | 111,656.00 | 90.00 | 147,780.00 | 110.00 | 180,620.00 |
| S-038 | water main (12") with main line fittings (ductile iron) | 27.0 | LNFT | 300.00 | 8,100.00 | 200.00 | 5,400.00 | 170.00 | 4,590.00 | 200.00 | 5,400.00 |
| S-039 | water valve (8") | 1 | EACH | 5,000.00 | 5,000.00 | 5,000.00 | 5,000.00 | 4,900.00 | 4,900.00 | 5,500.00 | 5,500.00 |
| S-040 | water valve (12") | 4 | EACH | 7,000.00 | 28,000.00 | 8,000.00 | 32,000.00 | 8,200.00 | 32,800.00 | 9,000.00 | 36,000.00 |
| S-041 | valve manhole (s&wb of n.o. dwg. # 6179-f-2) | 5 | EACH | 2,000.00 | 10,000.00 | 3,700.00 | 18,500.00 | 3,700.00 | 18,500.00 | 3,000.00 | 15,000.00 |
| S-042 | fire hydrant (s&wb of n.o. dwg. # 6179-f2) | 5 | EACH | 4,000.00 | 20,000.00 | 3,800.00 | 19,000.00 | 4,000.00 | 20,000.00 | 4,300.00 | 21,500.00 |
| S-043 | replace 1" water house connection (from main to meter) with reducer as needed |
70 | EACH | 500.00 | 35,000.00 | 800.00 | 56,000.00 | 700.00 | 49,000.00 | 250.00 | 17,500.00 |
| S-044 | replace 4" water house connection (from main to meter) | 2 | EACH | 2,500.00 | 5,000.00 | 2,500.00 | 5,000.00 | 5,000.00 | 10,000.00 | 1,250.00 | 2,500.00 |
| S-045 | replace 8" water house connection (from main to meter) | 1 | EACH | 2,500.00 | 2,500.00 | 3,000.00 | 3,000.00 | 7,800.00 | 7,800.00 | 1,500.00 | 1,500.00 |
| S-046 | eight (8") inch water main offset (up to 48") | 5 | EACH | 2,500.00 | 12,500.00 | 4,900.00 | 24,500.00 | 7,000.00 | 35,000.00 | 4,500.00 | 22,500.00 |
| S-047 | twelve (12") inch water line offset (up to 48") | 1 | EACH | 5,000.00 | 5,000.00 | 6,000.00 | 6,000.00 | 10,000.00 | 10,000.00 | 6,500.00 | 6,500.00 |
| S-048 | remove mud and debris from inside of water meter box | 35 | EACH | 25.00 | 875.00 | 100.00 | 3,500.00 | 110.00 | 3,850.00 | 0.00 | 0.00 |
| S-049 | adjust complete water meter box to grade | 17 | EACH | 100.00 | 1,700.00 | 200.00 | 3,400.00 | 135.00 | 2,295.00 | 150.00 | 2,550.00 |
| S-050 | replace broken water meter box | 17 | EACH | 500.00 | 8,500.00 | 600.00 | 10,200.00 | 500.00 | 8,500.00 | 400.00 | 6,800.00 |
| S-051 | plug existing water or sewer main (up to 12" diameter) | 14 | EACH | 100.00 | 1,400.00 | 400.00 | 5,600.00 | 550.00 | 7,700.00 | 125.00 | 1,750.00 |
| S-052 | install eight (8") inch sewer main (8.1' to 10.0' deep) | 488 | LNFT | 114.00 | 55,632.00 | 170.00 | 82,960.00 | 210.00 | 102,480.00 | 175.00 | 85,400.00 |
| S-053 | install eight (8") inch sewer main (10.1' to 12.0' deep) |
239 | LNFT | 192.00 | 45,888.00 | 230.00 | 54,970.00 | 265.00 | 63,335.00 | 200.00 | 47,800.00 |
| S-054 | install ten (10") inch sewer main (8.1' to 10.0' deep) | 617 | LNFT | 139.00 | 85,763.00 | 180.00 | 111,060.00 | 230.00 | 141,910.00 | 200.00 | 123,400.00 |
| S-055 | install ten (10") inch sewer main (10.1' to 12.0' deep) | 129 | LNFT | 227.00 | 29,283.00 | 230.00 | 29,670.00 | 300.00 | 38,700.00 | 225.00 | 29,025.00 |
| S-056 | install twelve (12") inch sewer main (10.1' to 12.0' deep) |
58 | LNFT | 300.00 | 17,400.00 | 240.00 | 13,920.00 | 310.00 | 17,980.00 | 250.00 | 14,500.00 |
| S-057 | sewage force main (12") with main line fittings (pvc-c900) |
809.0 | LNFT | 64.00 | 51,776.00 | 160.00 | 129,440.00 | 160.00 | 129,440.00 | 180.00 | 145,620.00 |
| S-058 | sewage force main (12") with main line fittings (ductile iron) |
28.0 | LNFT | 288.00 | 8,064.00 | 300.00 | 8,400.00 | 250.00 | 7,000.00 | 300.00 | 8,400.00 |
| S-059 | twelve (12") inch sewage force main offset (up to 48") | 1 | EACH | 8,000.00 | 8,000.00 | 8,500.00 | 8,500.00 | 8,500.00 | 8,500.00 | 8,500.00 | 8,500.00 |
| S-060 | sewer manhole (s&wb of n.o. dwg. # 6178-b6) | 7 | EACH | 4,000.00 | 28,000.00 | 4,500.00 | 31,500.00 | 5,400.00 | 37,800.00 | 4,500.00 | 31,500.00 |
| S-061 | replace existing sewer house connection from new main to property line (s&wb of n.o. dwg. # 6312-e5-a&b) |
40 | EACH | 1,000.00 | 40,000.00 | 1,800.00 | 72,000.00 | 1,200.00 | 48,000.00 | 750.00 | 30,000.00 |
| S-062 | adjust manhole (up to 6") with brick and mortar | 2 | EACH | 200.00 | 400.00 | 400.00 | 800.00 | 500.00 | 1,000.00 | 350.00 | 700.00 |
| S-063 | adjust manhole (over 6" and up to 36") with brick and mortar |
3 | EACH | 200.00 | 600.00 | 600.00 | 1,800.00 | 1,200.00 | 3,600.00 | 400.00 | 1,200.00 |
| S-064 | relocation of existing light standards | 5 | EACH | 2,300.00 | 11,500.00 | 3,250.00 | 16,250.00 | 2,500.00 | 12,500.00 | 2,500.00 | 12,500.00 |
| CONTRACTOR TOTAL | 3,343,149.10 | 3,924,171.00 | 4,076,448.65 | 4,123,333.33 | |||||||
| Item Number | Item Description | Quantity | Unit of Measure | - 5 - WALLACE C. DRENNAN, INC. |
- 6 - BARRIERE CONSTRUCTION CO., 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 | 40,000.00 | 40,000.00 | 12,000.00 | 12,000.00 | ||||
| 202-01 | removal of structures & obstructions | lump | LUMP | 10,000.00 | 10,000.00 | 40,000.00 | 40,000.00 | ||||
| 202-02-C | removal of portland cement concrete pavement | 8,709 | SQYD | 10.00 | 87,090.00 | 12.00 | 104,508.00 | ||||
| 202-02-D | removal of concrete walks & drives | 1,578 | SQYD | 20.00 | 31,560.00 | 24.00 | 37,872.00 | ||||
| 203-04 | nonplastic embankment | 1,500 | CUYD | 10.00 | 15,000.00 | 26.00 | 39,000.00 | ||||
| 203-05 | excavation and embankment | lump | LUMP | 288,000.00 | 288,000.00 | 190,000.00 | 190,000.00 | ||||
| 203-08 | geotextile fabric | 20,580 | SQYD | 1.00 | 20,580.00 | 1.50 | 30,870.00 | ||||
| 204-06 | temporary silt fencing | 3,258 | LNFT | 1.00 | 3,258.00 | 2.00 | 6,516.00 | ||||
| 302-02-C-01 | class ii base course (8" thick)(crushed stone)(net section) |
9,876.6 | SQYD | 22.00 | 217,285.20 | 20.00 | 197,532.00 | ||||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 500.0 | CUYD | 15.00 | 7,500.00 | 80.00 | 40,000.00 | ||||
| 601-01-G | portland cement concrete pavement (8" thick) | 7,397.1 | SQYD | 70.00 | 517,797.00 | 70.00 | 517,797.00 | ||||
| 601-02-G | portland cement concrete pavement (8" thick) (crossovers & turnouts) |
1,864.6 | SQYD | 75.00 | 139,845.00 | 70.00 | 130,522.00 | ||||
| 706-01-A | concrete walk (4" thick) | 1,234.2 | SQYD | 65.00 | 80,223.00 | 75.00 | 92,565.00 | ||||
| 706-02-C | concrete drive (6" thick) | 64.2 | SQYD | 70.00 | 4,494.00 | 130.00 | 8,346.00 | ||||
| 706-02-D | concrete drive (8" thick) | 207.3 | SQYD | 75.00 | 15,547.50 | 150.00 | 31,095.00 | ||||
| 706-03-C-01 | incidental concrete paving (h.c. ramps)(6" thick) | 46.8 | SQYD | 125.00 | 5,850.00 | 250.00 | 11,700.00 | ||||
| 707-01 | concrete curb | 6,041.0 | LNFT | 7.00 | 42,287.00 | 18.00 | 108,738.00 | ||||
| 710-01 | flowable fill | 94 | CUYD | 200.00 | 18,800.00 | 350.00 | 32,900.00 | ||||
| 713-01 | temporary signs & barricades | lump | LUMP | 39,000.00 | 39,000.00 | 10,000.00 | 10,000.00 | ||||
| 714-01 | slab sodding | 1,956 | SQYD | 10.00 | 19,560.00 | 7.00 | 13,692.00 | ||||
| 715-01 | topsoil | 326 | CUYD | 50.00 | 16,300.00 | 48.00 | 15,648.00 | ||||
| 717-01 | seeding | 38 | LB | 10.00 | 380.00 | 16.50 | 627.00 | ||||
| 718-01 | fertilizer | 1,273 | LB | 1.00 | 1,273.00 | 0.70 | 891.10 | ||||
| 722-01 | project site laboratory | 1 | EACH | 10,000.00 | 10,000.00 | 55,000.00 | 55,000.00 | ||||
| 723-01-A | granular material for subbase (12" thick) (net section) | 3,292 | CUYD | 20.00 | 65,840.00 | 30.00 | 98,760.00 | ||||
| 723-01-B | granular material beneath sidewalks (4" thick) (net section) |
172 | CUYD | 25.00 | 4,300.00 | 60.00 | 10,320.00 | ||||
| 723-01-C | granular material beneath concrete drives and handicap ramps (6" thick) (net section) |
53 | CUYD | 25.00 | 1,325.00 | 50.00 | 2,650.00 | ||||
| 726-01 | bedding material | 1,051.2 | CUYD | 15.00 | 15,768.00 | 20.00 | 21,024.00 | ||||
| 727-01 | mobilization | lump | LUMP | 400,000.00 | 400,000.00 | 350,000.00 | 350,000.00 | ||||
| 729-01 | sign (type a) | 87.5 | SQFT | 25.00 | 2,187.50 | 21.00 | 1,837.50 | ||||
| 729-08-A | mounting (2 1/2" post) | 14 | EACH | 70.00 | 980.00 | 66.00 | 924.00 | ||||
| 731-02 | reflectorized raised pavement markers | 5 | EACH | 25.00 | 125.00 | 6.20 | 31.00 | ||||
| 732-01-A | plastic pavement striping (4" width) | 5,990 | LNFT | 1.00 | 5,990.00 | 0.65 | 3,893.50 | ||||
| 732-01-B | plastic pavement striping (6" width) | 364 | LNFT | 1.00 | 364.00 | 0.90 | 327.60 | ||||
| 732-01-C | plastic pavement striping (8" width) | 194 | LNFT | 1.00 | 194.00 | 1.20 | 232.80 | ||||
| 732-01-D | plastic pavement striping (12" width) | 20 | LNFT | 2.00 | 40.00 | 1.40 | 28.00 | ||||
| 732-01-E | plastic pavement striping (24" width) | 105 | LNFT | 5.00 | 525.00 | 5.00 | 525.00 | ||||
| 740-01 | construction layout | lump | LUMP | 50,000.00 | 50,000.00 | 80,000.00 | 80,000.00 | ||||
| S-001 | saw cut concrete curb, pavement, sidewalk, driveway, etc. according to plans (full depth) |
568.1 | LNFT | 10.00 | 5,681.00 | 5.00 | 2,840.50 | ||||
| S-002 | utility excavation (up to 6' deep) | 10 | EACH | 500.00 | 5,000.00 | 1,500.00 | 15,000.00 | ||||
| S-003 | utility excavation (over 6' deep) | 10 | EACH | 600.00 | 6,000.00 | 2,500.00 | 25,000.00 | ||||
| S-004 | unsuitable subgrade excavation and sand filling (vehicular measurement) |
500 | CUYD | 10.00 | 5,000.00 | 62.00 | 31,000.00 | ||||
| S-005 | compact existing subgrade | lump | LUMP | 1,000.00 | 1,000.00 | 17,000.00 | 17,000.00 | ||||
| S-006 | plug existing 42" diameter drain line | 1 | EACH | 2,500.00 | 2,500.00 | 3,000.00 | 3,000.00 | ||||
| S-007 | tap and connect storm drain (up to 18") to 60" equivalent rcpa |
4 | EACH | 2,500.00 | 10,000.00 | 4,000.00 | 16,000.00 | ||||
| S-008 | hand-formed and poured in place concrete curb | 60 | LNFT | 100.00 | 6,000.00 | 30.00 | 1,800.00 | ||||
| S-009 | gravel bed and filter cloth over tree roots | 100 | SQYD | 10.00 | 1,000.00 | 18.00 | 1,800.00 | ||||
| S-010 | tree removal | 16 | EACH | 2,000.00 | 32,000.00 | 900.00 | 14,400.00 | ||||
| S-011 | tree trimming | lump | LUMP | 25,000.00 | 25,000.00 | 1,900.00 | 1,900.00 | ||||
| S-012 | root pruning | 25 | EACH | 600.00 | 15,000.00 | 300.00 | 7,500.00 | ||||
| S-013 | new tree (savannah holly - 2" min. caliper, 12' min. height) |
13 | EACH | 600.00 | 7,800.00 | 350.00 | 4,550.00 | ||||
| S-014 | asphaltic concrete for pot hole repair on access route and for temporary surfacing |
100.00 | TON | 200.00 | 20,000.00 | 400.00 | 40,000.00 | ||||
| S-015 | street name sign on new post | 4 | EACH | 200.00 | 800.00 | 225.00 | 900.00 | ||||
| S-016 | project sign | 1 | EACH | 2,500.00 | 2,500.00 | 1,500.00 | 1,500.00 | ||||
| S-017 | reinforced concrete pipe (15") | 812 | LNFT | 120.00 | 97,440.00 | 110.00 | 89,320.00 | ||||
| S-018 | reinforced concrete pipe (18") | 924 | LNFT | 125.00 | 115,500.00 | 120.00 | 110,880.00 | ||||
| S-019 | reinforced concrete pipe (21") | 295 | LNFT | 135.00 | 39,825.00 | 135.00 | 39,825.00 | ||||
| S-020 | reinforced concrete pipe (36") | 13 | LNFT | 290.00 | 3,770.00 | 240.00 | 3,120.00 | ||||
| S-021 | reinforced concrete arch pipe (48" equiv.) | 37 | LNFT | 400.00 | 14,800.00 | 350.00 | 12,950.00 | ||||
| S-022 | reinforced concrete arch pipe (60" equiv.) | 921 | LNFT | 500.00 | 460,500.00 | 470.00 | 432,870.00 | ||||
| S-023 | yard drain service line (6" pvc) | 500 | LNFT | 10.00 | 5,000.00 | 35.00 | 17,500.00 | ||||
| S-024 | yard drain service line (10" pvc) | 500 | LNFT | 11.00 | 5,500.00 | 50.00 | 25,000.00 | ||||
| S-025 | reinforced concrete wye - new (15"x15") | 2 | EACH | 400.00 | 800.00 | 2,100.00 | 4,200.00 | ||||
| S-026 | reinforced concrete wye - new (18"x15") | 2 | EACH | 500.00 | 1,000.00 | 2,400.00 | 4,800.00 | ||||
| S-027 | reinforced concrete wye - new (21"x15") | 1 | EACH | 700.00 | 700.00 | 2,400.00 | 2,400.00 | ||||
| S-028 | junction box (s&wb of n.o. - dwg. # d-3937) | 7 | EACH | 17,000.00 | 119,000.00 | 24,000.00 | 168,000.00 | ||||
| S-029 | no. 1 standard manhole (s&wb of n.o. - dwg. # d-870) | 10 | EACH | 4,700.00 | 47,000.00 | 4,200.00 | 42,000.00 | ||||
| S-030 | no. 3 standard manhole (s&wb of n.o. - dwg. # d-870) | 1 | EACH | 6,000.00 | 6,000.00 | 6,500.00 | 6,500.00 | ||||
| S-031 | no. 1 standard catch basin (s&wb of n.o. - dwg. # d-873) |
3 | EACH | 5,000.00 | 15,000.00 | 4,500.00 | 13,500.00 | ||||
| S-032 | double no. 1 standard catch basin (s&wb of n.o. - dwg. # d-873-a) |
10 | EACH | 7,500.00 | 75,000.00 | 6,500.00 | 65,000.00 | ||||
| S-033 | single mountable catch basin (s&wb of n.o. - dwg. # d-3431-a) |
3 | EACH | 4,500.00 | 13,500.00 | 4,200.00 | 12,600.00 | ||||
| S-034 | double mountable catch basin (s&wb of n.o. - dwg. # d-3431-b) |
2 | EACH | 7,500.00 | 15,000.00 | 7,400.00 | 14,800.00 | ||||
| S-035 | drop inlet (30"x24") (s&wb of n.o. - dwg. # d-3264) | 1 | EACH | 2,500.00 | 2,500.00 | 3,600.00 | 3,600.00 | ||||
| S-036 | water main (8") with main line fittings(pvc-c900) | 229.0 | LNFT | 200.00 | 45,800.00 | 275.00 | 62,975.00 | ||||
| S-037 | water main (12") with main line fittings (pvc-c900) | 1,642.0 | LNFT | 88.00 | 144,496.00 | 72.00 | 118,224.00 | ||||
| S-038 | water main (12") with main line fittings (ductile iron) | 27.0 | LNFT | 166.00 | 4,482.00 | 170.00 | 4,590.00 | ||||
| S-039 | water valve (8") | 1 | EACH | 5,400.00 | 5,400.00 | 7,500.00 | 7,500.00 | ||||
| S-040 | water valve (12") | 4 | EACH | 8,800.00 | 35,200.00 | 13,000.00 | 52,000.00 | ||||
| S-041 | valve manhole (s&wb of n.o. dwg. # 6179-f-2) | 5 | EACH | 3,600.00 | 18,000.00 | 5,500.00 | 27,500.00 | ||||
| S-042 | fire hydrant (s&wb of n.o. dwg. # 6179-f2) | 5 | EACH | 5,000.00 | 25,000.00 | 6,500.00 | 32,500.00 | ||||
| S-043 | replace 1" water house connection (from main to meter) with reducer as needed |
70 | EACH | 600.00 | 42,000.00 | 1,050.00 | 73,500.00 | ||||
| S-044 | replace 4" water house connection (from main to meter) | 2 | EACH | 7,500.00 | 15,000.00 | 2,500.00 | 5,000.00 | ||||
| S-045 | replace 8" water house connection (from main to meter) | 1 | EACH | 10,000.00 | 10,000.00 | 2,500.00 | 2,500.00 | ||||
| S-046 | eight (8") inch water main offset (up to 48") | 5 | EACH | 500.00 | 2,500.00 | 14,000.00 | 70,000.00 | ||||
| S-047 | twelve (12") inch water line offset (up to 48") | 1 | EACH | 1,000.00 | 1,000.00 | 15,000.00 | 15,000.00 | ||||
| S-048 | remove mud and debris from inside of water meter box | 35 | EACH | 50.00 | 1,750.00 | 100.00 | 3,500.00 | ||||
| S-049 | adjust complete water meter box to grade | 17 | EACH | 100.00 | 1,700.00 | 400.00 | 6,800.00 | ||||
| S-050 | replace broken water meter box | 17 | EACH | 600.00 | 10,200.00 | 1,400.00 | 23,800.00 | ||||
| S-051 | plug existing water or sewer main (up to 12" diameter) | 14 | EACH | 100.00 | 1,400.00 | 1,100.00 | 15,400.00 | ||||
| S-052 | install eight (8") inch sewer main (8.1' to 10.0' deep) | 488 | LNFT | 175.00 | 85,400.00 | 185.00 | 90,280.00 | ||||
| S-053 | install eight (8") inch sewer main (10.1' to 12.0' deep) |
239 | LNFT | 250.00 | 59,750.00 | 230.00 | 54,970.00 | ||||
| S-054 | install ten (10") inch sewer main (8.1' to 10.0' deep) | 617 | LNFT | 175.00 | 107,975.00 | 210.00 | 129,570.00 | ||||
| S-055 | install ten (10") inch sewer main (10.1' to 12.0' deep) | 129 | LNFT | 350.00 | 45,150.00 | 235.00 | 30,315.00 | ||||
| S-056 | install twelve (12") inch sewer main (10.1' to 12.0' deep) |
58 | LNFT | 350.00 | 20,300.00 | 265.00 | 15,370.00 | ||||
| S-057 | sewage force main (12") with main line fittings (pvc-c900) |
809.0 | LNFT | 100.00 | 80,900.00 | 160.00 | 129,440.00 | ||||
| S-058 | sewage force main (12") with main line fittings (ductile iron) |
28.0 | LNFT | 200.00 | 5,600.00 | 230.00 | 6,440.00 | ||||
| S-059 | twelve (12") inch sewage force main offset (up to 48") | 1 | EACH | 2,000.00 | 2,000.00 | 15,000.00 | 15,000.00 | ||||
| S-060 | sewer manhole (s&wb of n.o. dwg. # 6178-b6) | 7 | EACH | 6,000.00 | 42,000.00 | 5,500.00 | 38,500.00 | ||||
| S-061 | replace existing sewer house connection from new main to property line (s&wb of n.o. dwg. # 6312-e5-a&b) |
40 | EACH | 2,500.00 | 100,000.00 | 2,100.00 | 84,000.00 | ||||
| S-062 | adjust manhole (up to 6") with brick and mortar | 2 | EACH | 500.00 | 1,000.00 | 350.00 | 700.00 | ||||
| S-063 | adjust manhole (over 6" and up to 36") with brick and mortar |
3 | EACH | 1,000.00 | 3,000.00 | 900.00 | 2,700.00 | ||||
| S-064 | relocation of existing light standards | 5 | EACH | 3,000.00 | 15,000.00 | 2,500.00 | 12,500.00 | ||||
| CONTRACTOR TOTAL | 4,294,387.20 | 4,682,002.00 | |||||||||