DPW SALT STORAGE SHED
Bid Location
Category
Bid Date
| 1 | MOBILIZATION. (SEE NOTE 1 BELOW FOR MAXIMUM BID AMOUNT PERMITTED) | LS | 1 | $18,300.00 | $18,300.00 | $5,940.00 | $5,940.00 | $30,000.00 | $30,000.00 | $47,000.00 | $47,000.00 | $31,785.00 | $31,785.00 |
| 2 | DEMOLITION AS SHOWN ON SHEET 2 | LS | 1 | $30,400.00 | $30,400.00 | $26,800.00 | $26,800.00 | $120,856.00 | $120,856.00 | $45,000.00 | $45,000.00 | $28,600.00 | $28,600.00 |
| 3 | REMOVE EXISTING UNCONTROLLED FILL AND DISPOSE OFFSITE. SEE AREA DEPICTED ON SHEET 2 | TON | 250 | $50.00 | $12,500.00 | $75.00 | $18,750.00 | $60.00 | $15,000.00 | $120.00 | $30,000.00 | $97.50 | $24,375.00 |
| 4 | PLACE CONTROLLED FILL (DGA) IN AREAS WHERE UNCONTROLLED FILL HAS BEEN REMOVED PER DETAIL ON SHEET 6. | TON | 250 | $56.00 | $14,000.00 | $58.00 | $14,500.00 | $54.00 | $13,500.00 | $220.00 | $55,000.00 | $36.40 | $9,100.00 |
| 5 | PAVEMENT DENSE GRADED AGGREGATE BASE COURSE (6" THICK) | TON | 270 | $30.00 | $8,100.00 | $58.00 | $15,660.00 | $50.00 | $13,500.00 | $221.00 | $59,670.00 | $202.80 | $54,756.00 |
| 6 | PAVEMENT 19M64 INTERMEDIATE COURSE (5" THICK) ASPHALT PAVEMENT | TON | 270 | $107.00 | $28,890.00 | $144.00 | $38,880.00 | $178.00 | $48,060.00 | $270.00 | $72,900.00 | $201.50 | $54,405.00 |
| 7 | PAVEMENT 9.5M64 SURFACE COURSE (MIN 2" THICK) ASPHALT PAVEMENT. TO BE PLACED AFTER COMPLETION OF SALT STORAGE SHED BUILDING WORK | TON | 110 | $113.00 | $12,430.00 | $195.00 | $21,450.00 | $175.00 | $19,250.00 | $270.00 | $29,700.00 | $214.50 | $23,595.00 |
| 8 | PRECAST CATCH BASIN WITH TRAFFIC RATED TYPE-A FRAME AND GRATE. SEE PLAN AND DETAIL. | UNIT | 1 | $2,000.00 | $2,000.00 | $2,000.00 | $2,000.00 | $11,000.00 | $11,000.00 | $5,000.00 | $5,000.00 | $4,056.00 | $4,056.00 |
| 9 | PRECAST CATCH BASIN (18X18) WITH CAST-IRON TRAFFIC RATED FRAME AND GRATE. SEE PLAN AND DETAIL. | UNIT | 1 | $2,250.00 | $2,250.00 | $1,500.00 | $1,500.00 | $9,000.00 | $9,000.00 | $2,800.00 | $2,800.00 | $3,380.00 | $3,380.00 |
| 10 | 6" K-STYLE ALUMINUM ROOF GUTTER ON BOTH EAVES OF LONG EDGE OF STORAGE SHED. MINIMUM FOUR (4) DOWNSPOUTS PER SIDE, 8 TOTAL. CONNECT TO 6" PVC STORM DRAIN PIPING. | LS | 1 | $2,750.00 | $2,750.00 | $1,500.00 | $1,500.00 | $15,000.00 | $15,000.00 | $6,000.00 | $6,000.00 | $2,990.00 | $2,990.00 |
| 10 | Maintenance and Protection of Traffic | LS | 11 | 12 | 13 | 14 | 15 | 14 | 15 | 14 | 15 | 14 | 15 |
| 10 | Maintenance and Protection of Traffic | LS | 11 | 12 | 13 | 14 | 15 | 14 | 15 | 14 | 15 | 14 | 15 |
| 10 | Maintenance and Protection of Traffic | LS | 11 | 12 | 13 | 14 | 15 | 14 | 15 | 14 | 15 | 14 | 15 |
| 10 | Maintenance and Protection of Traffic | LS | 11 | 12 | 13 | 14 | 15 | 14 | 15 | 14 | 15 | 14 | 15 |
| 10 | Maintenance and Protection of Traffic | LS | 11 | 12 | 13 | 14 | 15 | 14 | 15 | 14 | 15 | 14 | 15 |
| 10 | Maintenance and Protection of Traffic | LS | 11 | 12 | 13 | 14 | 15 | 14 | 15 | 14 | 15 | 14 | 15 |
| 10 | Maintenance and Protection of Traffic | LS | 11 | 12 | 13 | 14 | 15 | 14 | 15 | 14 | 15 | 14 | 15 |
| 10 | Maintenance and Protection of Traffic | LS | 11 | 12 | 13 | 14 | 15 | 14 | 15 | 14 | 15 | 14 | 15 |
| 10 | Maintenance and Protection of Traffic | LS | 11 | 12 | 13 | 14 | 15 | 14 | 15 | 14 | 15 | 14 | 15 |
| 10 | Maintenance and Protection of Traffic | LS | 11 | 12 | 13 | 14 | 15 | 14 | 15 | 14 | 15 | 14 | 15 |
| $768,221.00 | $774,000.00 | $1,041,216.00 | $1,212,070.00 | $1,364,961.00 | |||||||||