24-2548 Pump Station L and Force Main Rplc Bid Sheet.xlsx
XLSX spreadsheet 95 KB Posted
- Attached to
- Pump Station L & Force Main Replacement
- Solicitation number
- 24-2548
- Issued by
- Muskegon County, Michigan
About this file
The document is a bid sheet for Invitation for Bid (IFB) 24-2548 issued by Muskegon County Board of Public Works for the Pump Station L and Force Main Replacement project in Michigan. The project involves comprehensive infrastructure replacement, including removing existing pavements, constructing a new pump station, installing force main, and performing various site restoration activities. The bid sheet details 45 line items covering mobilization, traffic control, material removal, surface restoration, force main installation, concrete work, and utility connections, with quantities specified for each item such as 610 linear feet of 8" HDPE force main, 1,450 square yards of concrete base course, and 150 tons of hot mix asphalt.
The project's estimated total construction cost is $2,296,500, with a construction cost of $1,726,500 and additional engineering, legal, administration, and contingency expenses of $570,000. The bid includes several pre-determined allowance items totaling $69,000, covering unforeseen buried conditions, railroad protective liability insurance, temporary signage, pump station signage, water service, natural gas service upgrades, and electrical service modifications. The pump station will be a new duplex submersible station with a capacity of 150 gallons per minute at 100 feet total dynamic head, featuring precast polymer concrete wet well, valve chamber, pumps, control panel, electrical instrumentation, and associated infrastructure components.
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Other files
| File | Type | Posted |
|---|---|---|
| 24-2548 Pump Station L and Force Main Replacement.pdf | ||
| W9 BLANK.pdf | ||
| 24-2548 Pump Station L _ FM Addendum #1.pdf |
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Text version
Overall
| IFB 24-2548 Pump Station L & Force Main Replacement | |
| Company Name | |
| Instructions for using Bid Sheet |
Fill in Company information.
| Complete the Unit cost portion, the Extended Price will calculate. | Street | |
| City/State | ||
| Contact Name | ||
| Phone # | ||
| Email Address |
| Line # | Product | Quantity | Unit of Measure | Unit Cost | Extended Price |
| 1 | Mobilization, Max 10% | 1 | LS | $ - 0 | |
| 2 | Traffic Control | 1 | LS | $ - 0 | |
| 3 | Clearing, Brushing, and Tree Removal | 1 | LS | $ - 0 | |
| 4 | Soil Erosion and Sedimentation Control | 1 | LS | $ - 0 | |
| 5 | Contaminated Materials Disposal | 1,500 | TON | $ - 0 | |
| 6 | HMA Surface, Rem | 1,700 | SY | $ - 0 | |
| 7 | Pavt, Rem1 | 1,450 | SY | $ - 0 | |
| 8 | Curb and Gutter, Rem | 90 | FT | $ - 0 | |
| 9 | Sidewalk, Rem | 60 | SY | $ - 0 | |
| 10 | Force Main Abandonment | 1 | LS | $ - 0 | |
| 11 | Subbase/Subgrade Undercut | 50 | CY | $ - 0 | |
| 12 | Aggregate Base, 6" (21AA) | 140 | SY | $ - 0 | |
| 13 | Aggregate Base, 10" (21AA)1 | 100 | SY | $ - 0 | |
| 14 | Conc Base Cse, Nonreinf, 8"1 | 1450 | SY | $ - 0 | |
| 15 | HMA, 4EML | 150 | TON | $ - 0 | |
| 16 | HMA, 5EML | 150 | TON | $ - 0 | |
| 17 | Curb and Gutter, Conc, Det F4 | 90 | FT | $ - 0 | |
| 18 | Conc Sidewalk, 4" | 450 | SF | $ - 0 | |
| 19 | Conc Sidewalk, 6" | 90 | SF | $ - 0 | |
| 20 | Conc Driveway, Nonreinf, 6" | 90 | SY | $ - 0 | |
| 21 | Restoration | 1 | LS | $ - 0 | |
| 22 | Pavt Mrkg, Waterborne, 4", White | 150 | FT | $ - 0 | |
| 23 | Pavt Mrkg, Waterborne, 4", Yellow | 1,300 | FT | $ - 0 | |
| 24 | Pavt Mrkg, Waterborne, 24", Stop Bar | 26 | FT | $ - 0 | |
| 25 | Pavt Mrkg, Waterborne, Lt Turn Arrow Sym | 4 | EA | $ - 0 | |
| 26 | Pavt Mrkg, Waterborne, Railroad Sym | 1 | EA | $ - 0 | |
| 27 | Sanitary Sewer, 12" | 50 | FT | $ - 0 | |
| 28 | Connect to Existing Manhole #1176, Sta. 53+34 | 1 | LS | $ - 0 | |
| 29 | 8" IPS DR-11 HDPE Force Main | 610 | FT | $ - 0 | |
| 30 | 8" 3-Piece Segmented 45° Bend (HDPE)2 | 2 | EA | $ - 0 | |
| 31 | 8" MJ Adapter2 | 1 | EA | $ - 0 | |
| 32 | 8" Restraint Collar | 2 | EA | $ - 0 | |
| 33 | 4' Dia. Force Main Discharge Manhole | 1 | EA | $ - 0 | |
| 34 | Marking Post and Test Station | 1 | EA | $ - 0 | |
| 35 | Trenchless Casing Installation, Mobilization | 1 | LS | $ - 0 | |
| 36 | Trenchless Casing Installation, 16" x 0.375" W.T. Steel Casing | 90 | FT | $ - 0 | |
| 37 | Construction Bypass Operation | 1 | LS | $ - 0 | |
| 38 | Pump Station L, Complete | 1 | LS | $ - 0 | |
| 39 | Unforeseen Buried Conditions Allowance | 1 | LS | $ 30,000.00 | $ 30,000.00 |
| 40 | Railroad Protective Liability Insurance Allowance | 1 | LS | $ 5,000.00 | $ 5,000.00 |
| 41 | Temporary Signage Allowance | 1 | LS | $ 5,000.00 | $ 5,000.00 |
| 42 | Pump Station Signage Allowance | 1 | LS | $ 2,000.00 | $ 2,000.00 |
| 43 | Pump Station Water Service Allowance | 1 | LS | $ 4,500.00 | $ 4,500.00 |
| 44 | Pump Station Natural Gas Service Upgrades Allowance | 1 | LS | $ 2,500.00 | $ 2,500.00 |
| 45 | Pump Station Electrical Service Modifications Allowance | 1 | LS | $ 20,000.00 | $ 20,000.00 |
| Total | $ 69,000.00 |
| 1. Proposal quantities assume existing Sherman Boulevard base course is mostly concrete pavement. Actual existing conditions are unknown. Aggregate Base, 10" (21AA) will be required where existing aggregate base course is encountered within Sherman Boulevard. |
| 2. See Project Specifications for HDPE fitting requirements. |
Pump Station
| Estimate of Probable Cost | |
| Pump Station L | New duplex submersible station (150 gpm @ 100 ft TDH, HDPE 6" FM) |
| original estimate saved in 2200283 |
Item Description Quantity Unit Unit Price Amount
| 1. | Dewatering | 1 | lsum | $50,000 | $50,000 | WT @ 14', bottom of wet well @ 23', 5' sand layer (based on 2190237 bid in 2022) | |||
| 2. | Excavation & Backfill | 1 | lsum | $145,000 | $145,000 | 21' depth, 725 cy, $200/cy | |||
| 3. | Precast Polymer Concrete Wet Well | 1 | lsum | $75,000 | $75,000 | 7' diameter, $50k per US composite + cost of fillets, anti-flotation collar, and hatches | |||
| 4. | Precast Concrete Valve Chamber | 1 | lsum | $40,000 | $40,000 | 9' x 6', compare to 2190237 9'x9' meter chamber | |||
| 5. | Pumps, Valves, Piping | 1 | lsum | $150,000 | $150,000 | $60k per Kennedy in August 2023 + tax, markup, install; $20k for valves (2 4" rubber lined plug, 2 4" rubber lined check), $50K SS piping (2220902) | |||
| 6. | Control Panel | 1 | lsum | $100,000 | $100,000 | per CAE estimate for 2221194 | Other HDPE FM Jobs | ||
| 7. | Electrical & Instrumentation | 1 | lsum | $40,000 | $40,000 | per CAE estimate for 2221194 | $65/ft for 6" horizontal drilling - 2180034 | ||
| 8. | Automatic Sampler & Enclosure | 1 | lsum | $35,000 | $35,000 | $35k in 2016 (2140419), $10k for 2130343 (also 2016); split the difference and added 5% inflation | $85-100/ft for 12" trenching - PS 17 HCT | ||
| 9. | Generator & ATS | 1 | lsum | $45,000 | $45,000 | 40 kW based on 2240256, pad included in Concrete below | $51, $92, $135/ft for 10" trenching - PS 21-23 | ||
| 10. | Gravity Sewer | 1 | lsum | $25,000 | $25,000 | includes (2) 4' manholes ($12k), 50 ft of 8" @ $200/ft, gravity drains; excavation included above | Calculated Linear Price | ||
| 11. | Bypass Connection | 1 | lsum | $15,000 | $15,000 | includes (2) 6" valves ($6k), MJ adapters, wye | Production Rate (ft/day) | 150 | |
| 12. | Lift Station Concrete | 1 | lsum | $30,000 | $30,000 | based on 2220902 | |||
| 13. | Force Main | 1 | lsum | $845,000 | $845,000 | S:\2022\2220857 Muskegon County RRC\DNC\6-Swanson\Cost Estimate\2024-02-29 Cost Estimate\Estimate of Probable Cost.xlsx (includes unforeseen conditions allowance) | |||
| 14. | Natural Gas Service Allowance | 1 | lsum | $3,500 | $3,500 | Total Production Days | 52 | ||
| 15. | Electrical Service Allowance | 1 | lsum | $15,000 | $15,000 | Labor & Equipment ($/day) | $6,000 | - from 5,000 - 10,000 | |
| 16. | General Conditions | 1 | lsum | $113,000 | $113,000 | 15% | Total Labor & Equipment Cost | $312,000 | |
| HDPE Material cost ($/ft) | $6.50 | - From Taplin | |||||||
| HDPE Material Cost | $50,700.00 | ||||||||
| TOTAL CONSTRUCTION: | $1,726,500 | Embedment Material (Sand) ($/cyd) | $45 | - From internet, conservative | |||||
| Backfill Material (native soil) | 0 | - Assuming we can use native sands because it will be running though fields | |||||||
| Engineering, Legal, Administration, Contingencies | $570,000 | Embedment Material (cyd/ft) | 0.1481481481 | - 2' x 2' Cross Sectional Area, Did not remove pipe volume to be conservative | |||||
| TOTAL: | $2,296,500 | Embedment Material (CYD) | $52,000.00 |
| Total Cost | $414,700.00 | |
| Costs estimated in 2024 Dollars | ||
| Price per foot | $53.17 |
&"-,Regular"&11MUSKEGON COUNTY WMS 2200283 &"-,Regular"&11SWANSON PICKLE LIFT STATION COST ESTIMATE
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File details come from the government source that posted it. Updated .