Addendum 1 Revised Bid Schedule.xlsx
XLSX spreadsheet 15 KB Posted
- Attached to
- ALEXANDRE WAY WATER SYSTEM IMPROVEMENTS
- Solicitation number
- IFB-SN-2024-25
- Issued by
- Teller County, Colorado
About this file
Addendum 1 Revised Bid Schedule for the City of Steamboat Springs details the Alexandre Way Water System Improvements project, a municipal infrastructure upgrade scheduled for August 24th. The project involves replacing approximately 1,800 linear feet of 6-inch and 8-inch existing ductile iron water main with PVC water main across Alexandre Way, Trouvaille Court, and a section of Huckleberry Lane in Steamboat Springs, Colorado. The comprehensive bid schedule includes four main components: General Conditions, Fox Grove Connection, Water System Improvements, and Roadway work, with specific line items for activities such as clearing, excavation, pipe installation, valve replacements, hydrant installations, and residential plumbing modifications.
The bid schedule includes a project allowance of $50,000 with an additional 20% contingency of $10,000, bringing the total project budget to $60,000. The scope encompasses multiple technical elements including water main replacements, fire hydrant replacements, water and sewer crossings, and detailed site management tasks. The bid form provides a comprehensive breakdown of estimated quantities for each project phase, with line items measured in linear feet, cubic yards, square yards, hours, and individual units, allowing potential contractors to provide precise pricing for each specific project component.
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Other files
| File | Type | Posted |
|---|---|---|
| BidSchedule.xlsx | XLSX spreadsheet | |
| Alexander Way Addendum 2.pdf | ||
| Addenda 2 Revised Bid Schedule.xlsx | XLSX spreadsheet | |
| Alexander Way Addendum #1.pdf | ||
| Final Bid Set.pdf |
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Text version
Addenda 1 Blank Bid Form
| BID TABULATION | ||||||
| PROJECT | City of Steamboat Springs | DATE | 9-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 | 31 | EA | $ - 0 | $ - 0 |
49 SP PROJECT ALLOWANCE 1 LS $ 50,000.00 $ 50,000.00
| Subtotal | $ 50,000.00 | |
| Contingencies @ 20% | $ 10,000.00 | |
| Total | $ 60,000.00 |
File details come from the government source that posted it. Updated .