Attachment A-Bid Schedule.xlsx
XLSX spreadsheet 28 KB Posted
- Attached to
- Folsom Substation Upgrade
- Solicitation number
- 89503321BWA000001
- Issued by
-
Department of Energy
About this file
This document includes an attachment with bid schedule details and drawings for the Folsom Substation Ratings Upgrade project, as well as information about the related federal contract opportunity solicitation. The project involves replacing and upgrading existing line jumpers, disconnect switches, fittings, hardware, expansion tubes and associated equipment to meet or exceed existing transmission line rating operating limits at the Folsom and Roseville Substations. A site visit is scheduled for July 21, 2021 with an RSVP deadline of July 14, 2021. Questions are due by July 26, 2021. Bids are due based on the solicitation schedule. The estimated value is between $500,000 and $1,000,000. This is a 100% small business set-aside conducted by the Department of Energy under NAICS code 237130 with a $36.5 million size standard. The contractor must be registered in SAM and have an active ORCA registration.
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Other files
| File | Type | Posted |
|---|---|---|
| Updated Drawings_07_29_21.pdf | ||
| SF 30_Amd_0001.pdf | ||
| Site Visit Attendance.pdf | ||
| Attachment D-SubmittalLog.pdf | ||
| Attachment B-Specifications.pdf | ||
| 1442.pdf | ||
| Attachment E- Wage Determination.pdf | ||
| Attachment C-Drawings.pdf |
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Text version
Bid Schedule
| SECTION B | |||||
| SUPPLIES OR SERVICES AND PRICES | |||||
| BIDDING SCHEDULE | |||||
| FOLSOM SUBSTATION RATINGS UPGRADE | |||||
| CLIN | Work or Material | Estimated Quantity | Unit | Unit Price | Amount |
| 0001 | Mobilization and preparatory work (Not to exceed 5% of TOTAL. See Sections H and M.) | LS | $ | _ | |||
| 0002 | Motor-operated disconnecting switch, 230-kV, 2,000 amp (Government-furnished) | 4 | EA | $ | _ | $ | _ |
| 0003 | Outdoor bus system (Government-furnished) | LS | $ | _ | |||
| 0004 | Existing outdoor electrical equipment and material | LS | $ | _ | |||
| 0005 | Electical testing | LS | $ | _ |
TOTAL $ _
| ABBREVIATIONS |
| CLIN = Contract Line Item Number |
| EA = each LS = for the lump sum of |
Sheet1
| Propane | X | Y | Z | V | 230kV | V | GFE Steel (Installed by Western, not the contractor) | ||||||||
| Tank | (ft) | (ft) | (ft) | (cy) | Switch Support SS3 | (cy) | SCE_2600(fio), (x1) - Station Service Support Frame @ 772 Lbs | ||||||||
| Stem#1 | 1.000 | 2.500 | 5.000 | 0.463 | Formed | 0.200 | SCE_2601(fio), (x1) - Safety Switch Support @ 770 Lbs | ||||||||
| Stem#2 | 1.000 | 2.500 | 5.000 | 0.463 | Augered | 0.600 | SCE_2602(fio), (x1) - Yard Panel Support DWA @ 830 Lbs | ||||||||
| Footing | 5.000 | 10.000 | 1.333 | 2.469 | Sum | 0.800 | SCE_2927(fio), (x1) - Equipment Cabinet Platform @ 489 Lbs | ||||||||
| 3.395 | Quantity | 6 | SCE_23021, (x4) - C6x13x3'-0" Equipment Bride Beams @ 39Lbs/Each | ||||||||||||
| 4 cy | 4.800 | Total GFE Steel | 3017 Lbs | ||||||||||||
| 5 cy | |||||||||||||||
| Generator | X | Y | Z | V | New Concrete | ||||||||||
| Building | (ft) | (ft) | (ft) | (cy) | CB3 | V | Qty | Fndn | dwgs | dwgs | dwgs | cy/fndn | total cy | ||
| Stem#1 | 1.333 | 17.500 | 5.000 | 4.321 | Existing CB & crumbling fndns | (cy) | 1 | 2CB4 | 2300 | 6.4 | 6.4 | ||||
| Stem#2 | 1.333 | 17.500 | 5.000 | 4.321 | Formed | 0.800 | 1 | 2SSVT1 | 2301 | 5 | 5 | ||||
| Footing | 10.000 | 20.000 | 1.333 | 9.877 | Quantity | 6 | 1 | 2STA1 | 2302 | 6 | 6 | ||||
| Entry Slab | 3.500 | 5.000 | 1.500 | 0.972 | 4.800 | 1 | 2SSA1 | 2303 | 2 | 2 | |||||
| 19.491 | 5 cy | 4 | 2SS4 | 2304 | 2 | 8 | |||||||||
| 20 cy | 2 | 2SS5 | 2305 | 4 | 8 | ||||||||||
| 1 | 2DP1 | 2306 | 2 | 2 | |||||||||||
| Panel Slab | X | Y | Z | V | SS3 | V | 1 | 2SA1 | 2307 | 3 | 3 | ||||
| SSE1 | (ft) | (ft) | (ft) | (cy) | Existing CB & crumbling fndns | (cy) | Total New Concrete | 40.4=41cy | |||||||
| Footing | 4.500 | 6.000 | 1.500 | 1.500 | Formed | 0.600 | |||||||||
| 1.500 | Quantity | 4 | |||||||||||||
| 2 cy | 2.400 | ||||||||||||||
| 3 cy | |||||||||||||||
| Precast | X | Y | Z | V | |||||||||||
| Cable Trench | (ft) | (ft) | (ft) | (cy) | |||||||||||
| Wall#1 | 0.333 | 2.667 | 1.500 | 0.049 | Total Concrete for Demo = 4+20+2+1+5+5+3=40cy | 40 | cy | New Concrete | |||||||
| Wall#1 | 0.333 | 2.667 | 1.500 | 0.049 | Total New Concrete = | 40.4 | cy | Demo Concrete | |||||||
| Bottom | 2.667 | 4.000 | 0.333 | 0.132 | Total GFE Steel Weight=772+770+830+489 | 3017 | Lbs | GFE Steel Weight | |||||||
| 0.230 | |||||||||||||||
| 1 cy |
File details come from the government source that posted it. Updated .