24-14_WTP_SANITARY_SEWER_REPLACEMENT_ENG_ESTIMATE_FOR_LETTING_101424.xlsx
XLSX spreadsheet 20 KB Posted
- Attached to
- ENG 24-14 WATER TREATMENT PLANT SANITARY SEWER REPLACEMENT State and local contract opportunity
- Solicitation number
- 2025-ENGINEERING-002
- Issued by
- Kalamazoo County, Huntington Woods City, Michigan
About this file
The document is an Engineer's Estimate of Probable Construction Costs for the City of Jackson, Michigan, specifically for a Water Treatment Plant Sanitary Sewer Replacement project (ENG 24-14). The project involves replacing 330 feet of sanitary sewer within the City of Jackson Water Treatment Plant grounds, with major bid items including dewatering, 970 square yards of 8-inch aggregate base, 320 tons of HMA, 330 feet of 18-inch PS115 PVC sanitary sewer, and three 48-inch diameter sanitary manholes. The comprehensive estimate, prepared on 10-14-24, details 43 line items covering various construction activities such as removals, excavation, erosion control, backfilling, and site restoration.
The total estimated project cost is $482,369.00, with significant line items including $145,000 for non-hazardous contaminated material handling and disposal, $60,000 for dewatering, and $49,500 for 18-inch sanitary sewer installation. The estimate includes provisions for preconstruction video documentation, mobilization, roadway grading, concrete work, temporary signage, and turf establishment. Key technical specifications involve sewer bulkheads, video taping, air and deflection testing, and flowable fill, indicating a comprehensive approach to infrastructure replacement that considers both construction and environmental management requirements.
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Other files for this state and local contract opportunity
| File | Type | Posted |
|---|---|---|
| 24-14_WTP_SANITARY_SEWER_REPLACEMENT_REQUEST_TO_BID_approval.pdf | ||
| 24-14_WTP_SANITARY_SEWER_REPLACEMENT_CONTRACT_CHECKLIST_101424.pdf | ||
| ENG_24-14_WTP_SANITARY_SEWER_REPLACEMENT_-_RFB.pdf | ||
| 24-14_FULL_SPEC_PROV.PDF | ||
| 24-14_WTP_SANITARY_SEWER_REPLACEMENT_BID_PLAN_SET.pdf |
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Text version
SUMMARY
| ENG24-14 |
| WATER TREATMENT PLANT SANITARY SEWER REPAIR |
| ENGINEER'S ESTIMATE OF PROBABLE CONSTRUCTION COSTS |
| PREPARED 10-14-24 |
| Line | Pay | Description | Unit | Quantity | Unit | Total |
| Item | Price | Cost |
| 001 | 1047051 | Preconstruction Video Documentation | LSUM | 1.00 | $ 600.00 | $ 600.00 |
| 002 | 1500001 | Mobilization, Max $ 44,000.00 | LSUM | 1.00 | $ 43,800.00 | $ 43,800.00 |
| 003 | 2020007 | Stump, Rem, 37 inch or Larger | Ea | 1.00 | $ 1,300.00 | $ 1,300.00 |
| 004 | 2030016 | Sewer, Rem, 24 inch to 48 inch | Ft | 32.00 | $ 100.00 | $ 3,200.00 |
| 005 | 2040020 | Curb and Gutter, Rem | Ft | 120.00 | $ 10.00 | $ 1,200.00 |
| 006 | 2040045 | Masonry and Conc Structure, Rem | Cyd | 2.00 | $ 100.00 | $ 200.00 |
| 008 | 2040080 | Exploratory Investigation, Vertical | Ft | 10.00 | $ 96.00 | $ 960.00 |
| 009 | 2047001 | Pavt Sawcut | Ft | 380.00 | $ 4.00 | $ 1,520.00 |
| 010 | 2047011 | HMA Surface, Rem, Modified | Syd | 460.00 | $ 15.00 | $ 6,900.00 |
| 011 | 2047011 | Pavt, Rem, Modified | Syd | 31.00 | $ 13.00 | $ 403.00 |
| 012 | 2047051 | Dewatering | LSUM | 1.00 | $ 60,000.00 | $ 60,000.00 |
| 013 | 2047060 | Contaminated Groundwater, Storage, Handling and Disposal | Dlr | 20,000.00 | $ 1.00 | $ 20,000.00 |
| 014 | 2050031 | Non Haz Contaminated Material Handling and Disposal, LM | Cyd | 2,900.00 | $ 50.00 | $ 145,000.00 |
| 015 | 2057002 | Roadway Grading | Sta | 3.25 | $ 3,000.00 | $ 9,750.00 |
| 016 | 2080020 | Erosion Control, Inlet Protection, Fabric Drop | Ea | 3.00 | $ 150.00 | $ 450.00 |
| 017 | 2080036 | Erosion Control, Silt Fence | Ft | 770.00 | $ 5.00 | $ 3,850.00 |
| 018 | 3010002 | Subbase, CIP | Cyd | 20.00 | $ 25.00 | $ 500.00 |
| 019 | 3027011 | Aggregate Base, 8 inch, 21AA, Modified | Syd | 970.00 | $ 20.00 | $ 19,400.00 |
| 020 | 4021234 | Sewer Bulkhead, 24 inch | Ea | 2.00 | $ 1,200.00 | $ 2,400.00 |
| 021 | 4021275 | Video Taping Sewer and Culv Pipe | Ft | 410.00 | $ 3.00 | $ 1,230.00 |
| 022 | 4027001 | Sewer Backfill, Class II | Ft | 37.00 | $ 170.00 | $ 6,290.00 |
| 023 | 4027001 | Sewer, CL E, 24 inch | Ft | 37.00 | $ 170.00 | $ 6,290.00 |
| 024 | 4030006 | Dr Structure Cover, Adj, Case 2 | Ea | 3.00 | $ 400.00 | $ 1,200.00 |
| 025 | 4037050 | Mh Cover, Std | Ea | 4.00 | $ 1,200.00 | $ 4,800.00 |
| 026 | 4037050 | Storm Manhole, 48 inch dia | Ea | 1.00 | $ 4,000.00 | $ 4,000.00 |
| 027 | 5010033 | HMA, 13A | Ton | 320.00 | $ 100.00 | $ 32,000.00 |
| 028 | 8010007 | Driveway, Nonreinf Conc, 8 inch | Syd | 730.00 | $ 10.00 | $ 7,300.00 |
| 029 | 8100390 | Sign, Type I, Erect, Salv | Ea | 2.00 | $ 150.00 | $ 300.00 |
| 030 | 8120012 | Barricade, Type III, High Intensity, Double Sided, Lighted, Furn | Ea | 4.00 | $ 110.00 | $ 440.00 |
| 031 | 8120013 | Barricade, Type III, High Intensity, Double Sided, Lighted, Oper | Ea | 4.00 | $ 4.00 | $ 16.00 |
| 032 | 8120350 | Sign, Type B, Temp, Prismatic, Furn | Sft | 20.00 | $ 5.00 | $ 100.00 |
| 033 | 8120351 | Sign, Type B, Temp, Prismatic, Oper | Sft | 20.00 | $ 1.00 | $ 20.00 |
| 034 | 8167011 | Turf Establishment, Performance | Syd | 1,180.00 | $ 10.00 | $ 11,800.00 |
| 035 | 8230431 | Gate Box, Adj, Case 1 | Ea | 2.00 | $ 400.00 | $ 800.00 |
| 036 | 8257001 | Sanitary Sewer Backfill, Class II | Ft | 330.00 | $ 25.00 | $ 8,250.00 |
| 038 | 8257001 | Sanitary Sewer, PS115 PVC, 18 inch | Ft | 330.00 | $ 150.00 | $ 49,500.00 |
| 039 | 8257050 | Manhole Drop Connection | Ea | 1.00 | $ 2,000.00 | $ 2,000.00 |
| 040 | 8257050 | Sanitary Manhole, 48 inch dia | Ea | 3.00 | $ 5,000.00 | $ 15,000.00 |
| 041 | 8257050 | Sanitary Sewer, Air Test | Ea | 4.00 | $ 500.00 | $ 2,000.00 |
| 042 | 8257050 | Sanitary Sewer, Deflection Test | Ea | 4.00 | $ 500.00 | $ 2,000.00 |
| 043 | 8260148 | Flowable Fill, Non-Structural | Cyd | 20.00 | $ 280.00 | $ 5,600.00 |
Estimate Total: $ 482,369.00
Page &P of &N
Sheet1
| CategoryID | PayItemCode | Description | Units | Quantity | Price | Total | BreakdownID |
| 0 | 1047051 | Preconstruction Video Documentation | LSUM | 1 | 600 | 600 | |
| 0 | 1500001 | Mobilization, Max $ 45,000.00 | LSUM | 1 | 44800 | 44800 | |
| 0 | 2020007 | Stump, Rem, 37 inch or Larger | Ea | 1 | 1300 | 1300 | |
| 0 | 2030016 | Sewer, Rem, 24 inch to 48 inch | Ft | 32 | 100 | 3200 | |
| 0 | 2040020 | Curb and Gutter, Rem | Ft | 120 | 10 | 1200 | |
| 0 | 2040045 | Masonry and Conc Structure, Rem | Cyd | 2 | 100 | 200 | |
| 0 | 2040080 | Exploratory Investigation, Vertical | Ft | 10 | 96 | 960 | |
| 0 | 2047001 | Pavt Sawcut | Ft | 380 | 4 | 1520 | |
| 0 | 2047011 | HMA Surface, Rem, Modified | Syd | 460 | 15 | 6900 | |
| 0 | 2047011 | Pavt, Rem, Modified | Syd | 31 | 13 | 403 | |
| 0 | 2047051 | Dewatering | LSUM | 1 | 60000 | 60000 | |
| 0 | 2047060 | Contaminated Groundwater, Storage, Handling and Disposal | Dlr | 20000 | 1 | 20000 | |
| 0 | 2050031 | Non Haz Contaminated Material Handling and Disposal, LM | Cyd | 2900 | 50 | 145000 | |
| 0 | 2057002 | Roadway Grading | Sta | 3.25 | 3000 | 9750 | |
| 0 | 2080020 | Erosion Control, Inlet Protection, Fabric Drop | Ea | 3 | 150 | 450 | |
| 0 | 2080036 | Erosion Control, Silt Fence | Ft | 770 | 5 | 3850 | |
| 0 | 3010002 | Subbase, CIP | Cyd | 20 | 25 | 500 | |
| 0 | 3027011 | Aggregate Base, 8 inch, 21AA, Modified | Syd | 970 | 20 | 19400 | |
| 0 | 4021234 | Sewer Bulkhead, 24 inch | Ea | 2 | 1200 | 2400 | |
| 0 | 4021275 | Video Taping Sewer and Culv Pipe | Ft | 410 | 3 | 1230 | |
| 0 | 4027001 | Sewer Backfill, Class II | Ft | 37 | 170 | 6290 | |
| 0 | 4027001 | Sewer, CL E, 24 inch | Ft | 37 | 170 | 6290 | |
| 0 | 4030006 | Dr Structure Cover, Adj, Case 2 | Ea | 3 | 400 | 1200 | |
| 0 | 4037050 | Mh Cover, Std | Ea | 4 | 1200 | 4800 | |
| 0 | 4037050 | Storm Manhole, 48 inch dia | Ea | 1 | 4000 | 4000 | |
| 0 | 5010033 | HMA, 13A | Ton | 320 | 100 | 32000 | |
| 0 | 8010007 | Driveway, Nonreinf Conc, 8 inch | Syd | 730 | 10 | 7300 | |
| 0 | 8100390 | Sign, Type I, Erect, Salv | Ea | 2 | 150 | 300 | |
| 0 | 8120012 | Barricade, Type III, High Intensity, Double Sided, Lighted, Furn | Ea | 4 | 110 | 440 | |
| 0 | 8120013 | Barricade, Type III, High Intensity, Double Sided, Lighted, Oper | Ea | 4 | 4 | 16 | |
| 0 | 8120350 | Sign, Type B, Temp, Prismatic, Furn | Sft | 20 | 5 | 100 | |
| 0 | 8120351 | Sign, Type B, Temp, Prismatic, Oper | Sft | 20 | 1 | 20 | |
| 0 | 8167011 | Turf Establishment, Performance | Syd | 1180 | 10 | 11800 | |
| 0 | 8230431 | Gate Box, Adj, Case 1 | Ea | 2 | 400 | 800 | |
| 0 | 8257001 | Sanitary Sewer Backfill, Class II | Ft | 370 | 25 | 9250 | |
| 0 | 8257001 | Sanitary Sewer Liner, CIPP, 18 inch | Ft | 105 | 80 | 8400 | |
| 0 | 8257001 | Sanitary Sewr, PS115 PVC, 18 inch | Ft | 330 | 150 | 49500 | |
| 0 | 8257050 | Manhole Drop Connection | Ea | 1 | 2000 | 2000 | |
| 0 | 8257050 | Sanitary Manhole, 48 inch dia | Ea | 3 | 5000 | 15000 | |
| 0 | 8257050 | Sanitary Sewer, Air Test | Ea | 4 | 500 | 2000 | |
| 0 | 8257050 | Sanitary Sewer, Deflection Test | Ea | 4 | 500 | 2000 | |
| 0 | 8260148 | Flowable Fill, Non-Structural | Cyd | 20 | 280 | 5600 |
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