Addenda 2 Revised Bid Schedule.xlsx
XLSX spreadsheet 16 KB Posted
- Attached to
- ALEXANDRE WAY WATER SYSTEM IMPROVEMENTS
- Solicitation number
- IFB-SN-2024-25
- Issued by
- Teller County, Colorado
About this file
Addenda 2 Revised Bid Schedule for the City of Steamboat Springs details the Alexandre Way Water System Improvements project, a comprehensive municipal infrastructure upgrade scheduled for December 8, 2024. The project involves replacing approximately 1,800 linear feet of existing 6-inch and 8-inch ductile iron water main with 8-inch PVC water main across Alexandre Way, Trouvaille Court, and a section of Huckleberry Lane. The bid schedule encompasses four primary work segments: Fox Grove Connection, Water System Improvements, Roadway Work, and Residential Plumbing Modifications, with specific line items including pipe installation, valve replacements, fire hydrant installations, water service connections, and roadway patching.
The bid document includes a significant $150,000 residential plumbing modifications allowance and breaks down numerous technical components with estimated quantities for each item. While no unit prices are currently filled in, the document provides a comprehensive framework for potential bidders to understand the project's scope, including general conditions, construction surveying, traffic control, quality control, and site management requirements. The project appears to be funded through municipal infrastructure investment, with a focus on improving water system reliability, pressure, and service connections for residential areas in Steamboat Springs, Colorado.
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Other files
| File | Type | Posted |
|---|---|---|
| BidSchedule.xlsx | XLSX spreadsheet | |
| Alexander Way Addendum 2.pdf | ||
| Addendum 1 Revised Bid Schedule.xlsx | XLSX spreadsheet | |
| Alexander Way Addendum #1.pdf | ||
| Final Bid Set.pdf |
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Text version
Addenda 2 Blank Bid Form
| BID TABULATION | ||||||
| PROJECT | City of Steamboat Springs | DATE | 12-Aug-24 | |||
| Alexandre Way Water System Improvements | ||||||
| Item No. | Spec. Sec. | Description | Est. Qty | Unit | Unit Price | Totals |
| General Conditions | ||||||
| 1 | 01505 | General Conditions / Mobilization | 1 | LS | $ - 0 | $ - 0 |
2 01050 Construction Surveying 1 LS $ - 0 $ - 0
3 01570 Traffic and Pedestrian Control 1 LS $ - 0 $ - 0
4 01400 Quality Control 1 LS $ - 0 $ - 0
5 01560 Dust Control (Performed Daily) 1 LS $ - 0 $ - 0
6 01565 Construction Site Management/Temporary Stormwater Management 1 LS $ - 0 $ - 0
7 SP Export & Disposal of Unsuitable Native Backfill Material 200 CY $ - 0 $ - 0
8 SP Import and Place 6"-minus Pit Run 200 CY $ - 0 $ - 0
9 SP Rock Excavation 50 CY $ - 0 $ - 0
10 02933 Revegetation 2,300 SF $ - 0 $ - 0
11 SP Potholing 16 HR $ - 0 $ - 0
BID SCHEDULE 1 - FOX GROVE CONNECTION
12 SP Clearing and Grubbing 2,300 SF $ - 0 $ - 0
13 SP Topsoil Strip and Stockpile 100 CY $ - 0 $ - 0
14 00030 8" Class C 900 PVC (Including backfill, imported road base and pit run, bedding, shading, & imported foundation 4-ft wide) 235 LF $ - 0 $ - 0
15 00030 8" Gate Valve, including Extension 2 EA $ - 0 $ - 0
16 00030 8" x 8" Swivel Tee 1 EA $ - 0 $ - 0
17 00030 8" 45 Degree Bend 2 EA $ - 0 $ - 0
18 00030 8" 22.5 Degree Bend 3 EA $ - 0 $ - 0
19 00030 8" 11.25 Degree Bend 1 EA $ - 0 $ - 0
20 00030 2" Blowoff Hydrant Assembly w/ Test Station (sta 0+08) 1 EA $ - 0 $ - 0
21 00030 Remove Existing Blowoff Hydrant and Re-Install at Huckleberry Disconnect 1 EA $ - 0 $ - 0
22 00030 Fish Creek Falls Tank Disconnect on Huckleberry Lane 1 LS $ - 0 $ - 0
23 SP Removal and Replacement Patching For 8-Inch Mainline along Alexandre Way (4" depth, 8-foot width) 11 SY $ - 0 $ - 0
24 SP Removal and Replacement Gravel For 8-Inch Mainline along Harmony Lane (6" depth, 8-foot width) 80 SY $ - 0 $ - 0
| BID SCHEDULE 2 - WATER SYSTEM IMPROVEMENTS | ||||||
| 25 | 00030 | 8" Class C 900 PVC (Including backfill, imported road base and pit run, bedding, shading, & imported foundation 4-ft wide) | 1,854 | LF | $ - 0 | $ - 0 |
26 00030 6" Class C 900 PVC (Including backfill, imported road base and pit run, bedding, shading, & imported foundation 4-ft wide) 96 LF $ - 0 $ - 0
27 00030 8" Gate Valve, including Extension 19 EA $ - 0 $ - 0
28 00030 8" x 8" Swivel Tee 5 EA $ - 0 $ - 0
29 00030 8" 45 Degree Bend 3 EA $ - 0 $ - 0
30 00030 8" 22.5 Degree Bend 5 EA $ - 0 $ - 0
31 00030 8" 11.25 Degree Bend 4 EA $ - 0 $ - 0
32 00030 Air Release Valve Vault and Assembly (includes 14' of 2" copper and 145' of 4" drain line) 1 EA $ - 0 $ - 0
33 00030 8" x 6" Swivel Tee 3 EA $ - 0 $ - 0
34 00030 8" x 6" Reducer 2 EA $ - 0 $ - 0
35 00030 6" Gate Valve 4 EA $ - 0 $ - 0
36 00030 7' bury Fire Hydrant (including excavation, backfill, test station, markers, and bench) 5 EA $ - 0 $ - 0
37 00030 3/4" Water Service Connection 31 EA $ - 0 $ - 0
38 00030 3/4" Copper Service Line 354 LF $ - 0 $ - 0
39 00030 Remove Existing Hydrant, lateral, valve and valve box 5 EA $ - 0 $ - 0
40 00030 Gate Valve Box Abandonment 7 EA $ - 0 $ - 0
41 00044 Water and Sewer Crossings 9 EA $ - 0 $ - 0
42 00300 Cap/plug water main 3 EA $ - 0 $ - 0
| BID SCHEDULE 3 - ROADWAY | ||||||
| 43 | SP | Proof rolling | 2 | HR | $ - 0 | $ - 0 |
44 00040 Removal and Replacement Patching For Laterals Including Fire Hydrants (4" depth, 6-foot width, includes 12" flowfill lift) 68 SY $ - 0 $ - 0 1
45 00040 Removal and Replacement Patching For 8-Inch Mainlines (4" depth, 8-foot width) 1,428 SY $ - 0 $ - 0
46 00040 Removal and Replacement Gravel For Laterals Including Fire Hydrants (6" depth, 6-foot width) 156 SY $ - 0 $ - 0
| 47 | 00040 | Sawcut | 3,510 | LF | $ - 0 | $ - 0 |
| BID SCHEDULE 4 - RESIDENTIAL PLUMBING MODIFICATIONS | ||||||
| 48 | SP | Residential Plumbing Modifications Allowance | 1 | LS | $ 150,000.00 | $ 150,000.00 |
Total
File details come from the government source that posted it. Updated .