2025-CHECProposalPages.xlsx
XLSX spreadsheet 244 KB Posted
- Attached to
- CHEC BID # 25-6 SPECIFICATIONS FOR 115kV Transmission Line Canadian Hole Relocation and Buxton Line Harden
- Solicitation number
- 25-6
- Issued by
- Cumberland County, North Carolina
About this file
The document is a proposal spreadsheet for Cape Hatteras Electric Cooperative (CHEC) detailing transmission construction assembly units for two work orders (#108469 and #107253) involving 115kV transmission line relocation and hardening projects in North Carolina. The bid (CHEC BID #25-6) is for specifications related to the Canadian Hole Relocation and Buxton Line Harden, with proposals due on Wednesday, July 16, 2025, at 2:00 p.m. The project involves comprehensive transmission infrastructure work including pole installations, removals, conductor construction, guy and anchor units, and miscellaneous construction activities. The spreadsheet provides detailed unit specifications for concrete and wood poles, with embedment depths ranging from 9' to 21', and includes provisions for steel caisson installations and pole removals.
The total project cost is $513,613.02, comprised of $320,106.02 for Schedule No. 1 (Work Order #108469) and $193,507.00 for Schedule No. 2 (Work Order #107253). The bid process is being managed through the VendorLink system to ensure an open and competitive bidding process compliant with FEMA's Procurement Guidance. The project includes owner-furnished materials and requires contractors to provide detailed installation methods, handle pole disposals, and potentially use specialized access methods like project matting and temporary bridge systems. Bidders are expected to include all associated costs in their unit prices, with specific attention to site-specific requirements such as excavation stability, backfill materials, and pole removal procedures.
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| 5744_RUS830Contract_IssuedForBid_2025-06-17.pdf |
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Text version
Trans-Pt 1-Sch 1 (Pg.1)
TRANSMISSION CONSTRUCTION ASSEMBLY UNITS
| Part 1 - POLE UNITS |
| SCHEDULE NO. 1 - W.O. #108469 |
| Structure | Unit | Weight | Embedment | NO. OF | Unit Price | EXTENDED PRICE | ||
| Number | Number | (lbs) | Depth | UNITS | Labor | Materials | Labor & Materials | Labor & Materials |
| 1.1 - Transmission Install - Schedule No. 1 | ||||||||
| Concrete Poles - Embedded in Prestressed Concrete Cylinder Pile | ||||||||
| 692 | *95/C-06.5 | 21,900 | 14'-0" | 1 | $ - 0 | $ - 0 | $ - 0 | $ - 0 |
| 693 | *90/C-06.5 | 20,000 | 9'-0" | 1 | $ - 0 | $ - 0 | $ - 0 | $ - 0 |
| 694 | *90/C-06.5 | 20,000 | 9'-0" | 1 | $ - 0 | $ - 0 | $ - 0 | $ - 0 |
| 695 | *90/C-06.5 | 20,000 | 9'-0" | 1 | $ - 0 | $ - 0 | $ - 0 | $ - 0 |
| 696 | *90/C-06.5 | 20,000 | 9'-0" | 1 | $ - 0 | $ - 0 | $ - 0 | $ - 0 |
| Concrete Poles - Direct Embedded in Permanent Steel Caisson - Native Soil Backfill | ||||||||
| 697 | *105/C-07.4 | 29,049 | 20'-0" | 1 | $ - 0 | $ - 0 | $ - 0 | $ - 0 |
| 698 | *105/C-08.0 | 29,100 | 21'-0" | 1 | $ - 0 | $ - 0 | $ - 0 | $ - 0 |
| 699 | *100/C-07.4 | 26,800 | 19'-0" | 1 | $ - 0 | $ - 0 | $ - 0 | $ - 0 |
| Note: The Contractor shall provide all materials required to maintain the stability of an excavated pole hole. Material shall be designed and built to withstand all loads caused by earth movement or pressure and shall maintain shape of the excavated hole under all circumstances. The Bidder shall include cost of all materials, equipment, and time associated with the above variables in Construction Assembly Unit prices. The Bidder must provide a written pole installation method with their bid. |
| **Prestressed Concrete Cylinder Piles With Permanent Steel Caisson (Contractor Supplied) | |
| 692 | *TMF-PCP-PC |
(5'-6" x 24'-0")
| (7'-0" x 25'-0") | 29,280 | 20'-0" | 1 | $ - 0 | $ - 0 | $ - 0 | $ - 0 |
| 693 | *TMF-PCP-PC |
(5'-6" x 24'-0")
| (7'-0" x 25'-0") | 29,280 | 20'-0" | 1 | $ - 0 | $ - 0 | $ - 0 | $ - 0 |
| 694 | *TMF-PCP-PC |
(5'-6" x 24'-0")
| (7'-0" x 25'-0") | 29,280 | 20'-0" | 1 | $ - 0 | $ - 0 | $ - 0 | $ - 0 |
| 695 | *TMF-PCP-PC |
(5'-6" x 24'-0")
| (7'-0" x 25'-0") | 29,280 | 20'-0" | 1 | $ - 0 | $ - 0 | $ - 0 | $ - 0 |
| 696 | *TMF-PCP-PC |
(5'-6" x 24'-0") (7'-0" x 25'-0") 29,280 20'-0" 1 $ - 0 $ - 0 $ - 0 $ - 0
* Note: Owner will supply concrete cylinder pile and concrete pole. Contractor to supply all other materials.
** Note: Pile and Steel Can units are indicated as (Minimum Required Diameter x Length). For TMF-PCP-PC Line 1 is for Pile, Line 2 is for Caisson.
SUB TOTAL Part 1 Page 1- Pole Units $ - 0
18-8888-9009/111 Copyrighted September 2018 41 &G
P.0675744-9009/111 ©Feburary 2025 34 &G
Trans-Pt 1-Sch 1 (Pg.1) (2) TRANSMISSION CONSTRUCTION ASSEMBLY UNITS (Continued)
| Part 1 - POLE UNITS (Continued) |
| SCHEDULE NO. 1 - W.O. #108469 |
| Structure | Unit | Weight | Embedment | NO. OF | Unit Price | EXTENDED PRICE | ||
| Number | Number | (lbs) | Depth | UNITS | Labor | Materials | Labor & Materials | Labor & Materials |
| 1.1 - Transmission Install - Schedule No. 1 (Continued) | ||||||||
| **Permanent Steel Cans - Direct Embedded - Contractor Supplied | ||||||||
| 697 | TMF-EMB-PC (4'-0" x 25'-0") | - | 25'-0" | 1 | $ - 0 | $ - 0 | $ - 0 | $ - 0 |
| 698 | TMF-EMB-PC (4'-0" x 26'-0") | - | 26'-0" | 1 | $ - 0 | $ - 0 | $ - 0 | $ - 0 |
| 699 | TMF-EMB-PC (4'-0" x 24'-0") | - | 24'-0" | 1 | $ - 0 | $ - 0 | $ - 0 | $ - 0 |
** Note: Pile and Steel Can units are indicated as (Minimum Required Diameter x Length)
| 1.2 - Transmission Removal - Schedule No. 1 | ||||||||
| Wood Poles | ||||||||
| 692 | 85/2 | n/a | - | 1 | $ - 0 | $ - 0 | $ - 0 | $ - 0 |
| 693 | 85/H2 | n/a | - | 1 | $ - 0 | $ - 0 | $ - 0 | $ - 0 |
| 694 | 85/H2 | n/a | - | 1 | $ - 0 | $ - 0 | $ - 0 | $ - 0 |
| 695 | 85/H2 | n/a | - | 1 | $ - 0 | $ - 0 | $ - 0 | $ - 0 |
| 696 | 85/2 | n/a | - | 1 | $ - 0 | $ - 0 | $ - 0 | $ - 0 |
| 697 | 85/H2 | n/a | - | 1 | $ - 0 | $ - 0 | $ - 0 | $ - 0 |
| 698 | 85/2 | n/a | - | 1 | $ - 0 | $ - 0 | $ - 0 | $ - 0 |
| Concrete Poles - Dispose | ||||||||
| 699 | 90/H4 | 17,050 | 17'-6" | 1 | $ - 0 | $ - 0 | $ - 0 | $ - 0 |
Note: Old poles must be removed promptly (saw pole to place in dumpster). Contractor to supply the dumpster for pole disposal and disposal of old poles are the responsibility of the Contractor. The bidder shall include the cost of poles disposal in the Construction Assembly Unit Prices.
Note: Dispose of existing concrete structure 699. Owner will communicate to Contractor if removal plan changes.
| SUB TOTAL Part 1 Page 2 - Pole Units | $ - 0 |
| TOTAL Part 1 - Pole Units | $ - 0 |
18-8888-9009/111 Copyrighted September 2018 35 &G
©Feburary 2025 35 &G
Trans-Pt 2-Sch 1 TRANSMISSION CONSTRUCTION ASSEMBLY UNITS (Continued)
| Part 2 - POLE TOP CONSTRUCTION ASSEMBLY UNITS |
| SCHEDULE NO. 1 - W.O. #108469 |
| UNIT | NO. OF | Unit Price | EXTENDED PRICE | ||
| NO. | UNITS | Labor | Materials | Labor & Materials | Labor & Materials |
| 2.1 - Transmission Install - Schedule No. 1 | |||||
| TP-115B2-A | 3 | $ - 0 | $ - 0 | $ - 0 | $ - 0 |
| TP-115B2-T | 5 | $ - 0 | $ - 0 | $ - 0 | $ - 0 |
| 2.2 - Transmission Removal - Schedule No. 1 | $ - 0 | $ - 0 | |||
| TP-115M | 8 | $ - 0 | $ - 0 | $ - 0 | $ - 0 |
TOTAL Part 2 - Pole Top Construction Assembly Units $ - 0
©Feburary 2025 36 &G
Trans-Pt 3-Sch 1 TRANSMISSION CONSTRUCTION ASSEMBLY UNITS (Continued)
| Part 3 - CONDUCTOR CONSTRUCTION ASSEMBLY UNITS |
| SCHEDULE NO. 1 - W.O. #108469 |
| UNIT | NO. OF | Unit Price | EXTENDED PRICE | ||
| NO. | UNITS (mft) | Labor/mft | Materials/mft | Labor & Materials | Labor & Materials |
| 3.1 - Transmission Install - Schedule No. 1 | |||||
| *Conductor, 954 kcmil 37 Strand AAC "Magnolia" (mft.) | 4.533 | $ - 0 | $ - 0 | $ - 0 | $ - 0 |
| Shield Wire, 7 No. 9 Alumoweld (mft.) | 1.527 | $ - 0 | $ - 0 | $ - 0 | $ - 0 |
| 3.2 - Transmission Removal - Schedule No. 1 | |||||
| *Conductor, 954 kcmil 37 Strand AAC "Magnolia" (mft.) | 4.533 | $ - 0 | $ - 0 | $ - 0 | $ - 0 |
| Shield Wire, 7 No. 9 Alumoweld (mft.) | 1.527 | $ - 0 | $ - 0 | $ - 0 | $ - 0 |
*Estimated
TOTAL Part 3 - Conductor Construction Assembly Units $ - 0
©Feburary 2025 37 &G
Trans-Pt 4-Sch 1 TRANSMISSION CONSTRUCTION ASSEMBLY UNITS (Continued)
| Part 4 - GUY CONSTRUCTION ASSEMBLY UNITS (TG UNITS) |
| SCHEDULE NO. 1 - W.O. #108469 |
| UNIT | NO. OF | Unit Price | EXTENDED PRICE | ||
| NO. | UNITS | Labor | Materials | Labor & Materials | Labor & Materials |
| 4.1 - Transmission Install - Schedule No. 1 | |||||
| TG-27C(SS) | 2 | $ - 0 | $ - 0 | $ - 0 | $ - 0 |
| TG-27D(SS) | 2 | $ - 0 | $ - 0 | $ - 0 | $ - 0 |
| TG-21A | 2 | $ - 0 | $ - 0 | $ - 0 | $ - 0 |
| TG-GM | 2 | $ - 0 | $ - 0 | $ - 0 | $ - 0 |
| 4.2 - Transmission Removal - Schedule No. 1 | |||||
| TG-25D | 3 | $ - 0 | $ - 0 | $ - 0 | $ - 0 |
| TG-11ASS | 6 | $ - 0 | $ - 0 | $ - 0 | $ - 0 |
| TG-GM | 6 | $ - 0 | $ - 0 | $ - 0 | $ - 0 |
TOTAL Part 4 - Guy Construction Assembly Units (TG Units) $ - 0
©Feburary 2025 38 &G
Trans-Pt 5-Sch 1 TRANSMISSION CONSTRUCTION ASSEMBLY UNITS (Continued)
| Part 5 - ANCHOR CONSTRUCTION ASSEMBLY UNITS |
| SCHEDULE NO. 1 - W.O. #108469 |
| UNIT | NO. OF UNITS | Unit Price | EXTENDED PRICE | ||
| NO. | Labor | Materials | Labor & Materials | Labor & Materials | |
| 5.1 - Transmission Install - Schedule No. 1 | |||||
| TA-2H | 1 | $ - 0 | $ - 0 | $ - 0 | $ - 0 |
| TA-3.5E* | 1 | $ - 0 | $ - 0 | $ - 0 | $ - 0 |
| TA-7E* | 1 | $ - 0 | $ - 0 | $ - 0 | $ - 0 |
*Estimated
| 5.2 - Transmission Removal - Schedule No. 1 | |||||
| TA-1S(M) | 6 | $ - 0 | $ - 0 | $ - 0 | $ - 0 |
| TA-2H | 1 | $ - 0 | $ - 0 | $ - 0 | $ - 0 |
TOTAL Part 5 - Anchor Construction Assembly Units $ - 0
©Feburary 2025 39 &G
Trans-Pt 6-Sch 1 TRANSMISSION CONSTRUCTION ASSEMBLY UNITS (Continued)
| Part 6 - MISCELLANEOUS CONSTRUCTION ASSEMBLY UNITS |
| SCHEDULE NO. 1 - W.O. #108469 |
| UNIT | NO. OF | Unit Price | EXTENDED PRICE | ||
| NO. | UNITS | Labor | Materials | Labor & Materials | Labor & Materials |
| 6.1 - Transmission Install - Schedule No. 1 | |||||
| TM-2B | 2 | $ - 0 | $ - 0 | $ - 0 | $ - 0 |
| TM-4GM | 4 | $ - 0 | $ - 0 | $ - 0 | $ - 0 |
| TM-8 | 1 | $ - 0 | $ - 0 | $ - 0 | $ - 0 |
| TM-8-DDE | 2 | $ - 0 | $ - 0 | $ - 0 | $ - 0 |
| TM-9D | 8 | $ - 0 | $ - 0 | $ - 0 | $ - 0 |
| TM-9X | 6 | $ - 0 | $ - 0 | $ - 0 | $ - 0 |
| TM-9R* | 8 | $ - 0 | $ - 0 | $ - 0 | $ - 0 |
| TM-D2 | 4 | $ - 0 | $ - 0 | $ - 0 | $ - 0 |
| TMS-1 | 8 | $ - 0 | $ - 0 | $ - 0 | $ - 0 |
*Estimated
| 6.2 - Transmission Removal - Schedule No. 1 | |||||
| TM-9B** | 8 | $ - 0 | $ - 0 | $ - 0 | $ - 0 |
**Ground wire is removed with pole, so no labor price for ground wire. Removal for accounting purposes only.
TOTAL Part 6 - Miscellaneous Construction Assembly Units $ - 0
©Feburary 2025 40 &G
Trans-Pt 7-Sch 1 TRANSMISSION CONSTRUCTION ASSEMBLY UNITS (Continued)
| Part 7 - RIGHT-OF-WAY CLEARING UNITS |
| SCHEDULE NO. 1 - W.O. #108469 |
| UNIT | NO. OF | Unit Price | EXTENDED PRICE | ||
| NO. | UNITS | Labor | Materials | Labor & Materials | Labor & Materials |
| Not Applicable - N/A |
TOTAL Part 7 - Right-of-Way Clearing Units $ - 0
©Feburary 2025 41 &G
Trans-Pt 1-Sch 2 (Pg.1) TRANSMISSION CONSTRUCTION ASSEMBLY UNITS (Continued)
| Part 1 - POLE UNITS |
| SCHEDULE NO. 2 - W.O. #107253 |
| Structure | Unit | Weight | Embedment | NO. OF | Unit Price | EXTENDED PRICE | ||
| Number | Number | (lbs) | Depth | UNITS | Labor | Materials | Labor & Materials | Labor & Materials |
| 1.1 - Transmission Install - Schedule No. 2 | ||||||||
| Concrete Poles - Embedded in Steel Caisson with Select Stone Backfill | ||||||||
| 735 | *95/C-09.0 | 24,434 | 20'-0" | 1 | $ - 0 | $ - 0 | $ - 0 | $ - 0 |
| 736 | *95/C-09.0 | 24,434 | 20'-0" | 1 | $ - 0 | $ - 0 | $ - 0 | $ - 0 |
| 737 | *95/C-09.0 | 24,430 | 19'-0" | 1 | $ - 0 | $ - 0 | $ - 0 | $ - 0 |
| 738 | *95/C-09.0 | 24,430 | 19'-0" | 1 | $ - 0 | $ - 0 | $ - 0 | $ - 0 |
| 739 | *100/C-10.0 | 26,685 | 20'-0" | 1 | $ - 0 | $ - 0 | $ - 0 | $ - 0 |
| 740 | *105/C-09.0 | 28,899 | 20'-0" | 1 | $ - 0 | $ - 0 | $ - 0 | $ - 0 |
| 741 | *105/C-11.0 | 30,645 | 20'-6" | 1 | $ - 0 | $ - 0 | $ - 0 | $ - 0 |
| 742 | *105/C-11.0 | 30,645 | 20'-0" | 1 | $ - 0 | $ - 0 | $ - 0 | $ - 0 |
| 743 | *100/C-09.0 | 26,610 | 19'-0" | 1 | $ - 0 | $ - 0 | $ - 0 | $ - 0 |
| **Permanent Steel Cans - Direct Embedded - Contractor Supplied | ||||||||
| 735 | TMF-EMB-M (4'-0" x 25'-0") | -- | 25'-0" | 1 | $ - 0 | $ - 0 | $ - 0 | $ - 0 |
| 736 | TMF-EMB-M (4'-0" x 25'-0") | -- | 25'-0" | 1 | $ - 0 | $ - 0 | $ - 0 | $ - 0 |
| 737 | TMF-EMB-M (4'-0" x 24'-0") | -- | 24'-0" | 1 | $ - 0 | $ - 0 | $ - 0 | $ - 0 |
| 738 | TMF-EMB-M (4'-0" x 24'-0") | -- | 24'-0" | 1 | $ - 0 | $ - 0 | $ - 0 | $ - 0 |
| 739 | TMF-EMB-M (4'-0" x 25'-0") | -- | 25'-0" | 1 | $ - 0 | $ - 0 | $ - 0 | $ - 0 |
| 740 | TMF-EMB-M (4'-0" x 25'-0") | -- | 25'-0" | 1 | $ - 0 | $ - 0 | $ - 0 | $ - 0 |
| 741 | TMF-EMB-M (4'-0" x 25'-6") | -- | 25'-6" | 1 | $ - 0 | $ - 0 | $ - 0 | $ - 0 |
| 742 | TMF-EMB-M (4'-0" x 25'-0") | -- | 25'-0" | 1 | $ - 0 | $ - 0 | $ - 0 | $ - 0 |
| 743 | TMF-EMB-M (4'-0" x 24'-0") | -- | 24'-0" | 1 | $ - 0 | $ - 0 | $ - 0 | $ - 0 |
* Note: Owner will supply concrete poles. Contractor to supply all other materials.
** Note: Steel Can units are indicated as (Minimum Required Diameter x Length)
| Note: The Contractor shall provide all materials required to maintain the stability of an excavated pole hole. Material shall be designed and built to withstand all loads caused by earth movement or pressure and shall maintain shape of the excavated hole under all circumstances. The Bidder shall include cost of all materials, equipment, and time associated with the above variables in Construction Assembly Unit prices. The Bidder must provide a written pole installation method with their bid. | |
| SUB TOTAL Part 1 Page 1 - Pole Units | $ - 0 |
18-8888-9009/111 Copyrighted September 2018 43 &G
©June 2025 43 &G
Trans-Pt 1-Sch 2 (Pg.2) TRANSMISSION CONSTRUCTION ASSEMBLY UNITS (Continued)
| Part 1 - POLE UNITS |
| SCHEDULE NO. 2 - W.O. #107253 |
| Structure | Unit | Weight | Embedment | NO. OF | Unit Price | EXTENDED PRICE | ||
| Number | Number | (lbs) | Depth | UNITS | Labor | Materials | Labor & Materials | Labor & Materials |
| 1.2 - Transmission Removal - Schedule No. 2 | ||||||||
| Wood Poles | ||||||||
| 735 | 65/H1 | N/A | - | 1 | $ - 0 | $ - 0 | $ - 0 | $ - 0 |
| 736 | 60/H2 | N/A | - | 1 | $ - 0 | $ - 0 | $ - 0 | $ - 0 |
| 737 | 60/H2 | N/A | - | 1 | $ - 0 | $ - 0 | $ - 0 | $ - 0 |
| 738 | 65/H4 | N/A | - | 1 | $ - 0 | $ - 0 | $ - 0 | $ - 0 |
| 739 | 60/H2 | N/A | - | 1 | $ - 0 | $ - 0 | $ - 0 | $ - 0 |
| 740 | 60/H2 | N/A | - | 1 | $ - 0 | $ - 0 | $ - 0 | $ - 0 |
| 741 | 55/1 | N/A | - | 1 | $ - 0 | $ - 0 | $ - 0 | $ - 0 |
| 742 | 65/3 | N/A | - | 1 | $ - 0 | $ - 0 | $ - 0 | $ - 0 |
| 743 | 75/H6 | N/A | - | 1 | $ - 0 | $ - 0 | $ - 0 | $ - 0 |
| Note: Old poles must be removed promptly (saw pole to place in dumpter). Disposal of old poles are the responsibility of the Contractor. The bidder shall include the cost of old poles disposal in the Construction Assembly Unit Prices. | |
| SUB TOTAL Part 1 Page 2 - Pole Units | $ - 0 |
| TOTAL Part 1 - Pole Units | $ - 0 |
18-8888-9009/111 Copyrighted September 2018 41 &G
©June 2025 44 &G
Trans-Pt 2-Sch 2 TRANSMISSION CONSTRUCTION ASSEMBLY UNITS (Continued)
| Part 2 - POLE TOP CONSTRUCTION ASSEMBLY UNITS |
| SCHEDULE NO. 2 - W.O. #107253 |
| UNIT | NO. OF | Unit Price | EXTENDED PRICE | ||
| NO. | UNITS | Labor | Materials | Labor & Materials | Labor & Materials |
| 2.1 - Transmission Install - Schedule No. 2 | |||||
| TP-115(M)(C)SS | 7 | $ - 0 | $ - 0 | $ - 0 | $ - 0 |
| TP-115B2-A(C) | 2 | $ - 0 | $ - 0 | $ - 0 | $ - 0 |
| 2.2 - Transmission Removal - Schedule No. 2 | |||||
| TP-115M | 7 | $ - 0 | $ - 0 | $ - 0 | $ - 0 |
| TPS1-115 | 2 | $ - 0 | $ - 0 | $ - 0 | $ - 0 |
TOTAL Part 2 - Pole Top Construction Assembly Units $ - 0
©June 2025 45 &G
Trans-Pt 3-Sch 2 TRANSMISSION CONSTRUCTION ASSEMBLY UNITS (Continued)
| Part 3 - CONDUCTOR CONSTRUCTION ASSEMBLY UNITS |
| SCHEDULE NO. 2 - W.O. #107253 |
| UNIT | NO. OF | Unit Price | EXTENDED PRICE | ||
| NO. | UNITS (mft) | Labor/mft | Materials/mft | Labor & Materials | Labor & Materials |
| 3.1 - Transmission Install - Schedule No. 2 | |||||
| Shield Wire, 7 No. 9 Alumoweld (mft.) | 3.819 | $ - 0 | $ - 0 | $ - 0 | $ - 0 |
| 3.2 - Transmission Removal - Schedule No. 2 | |||||
| Shield Wire, 7 No. 9 Alumoweld (mft.) | 3.819 | $ - 0 | $ - 0 | $ - 0 | $ - 0 |
TOTAL Part 3 - Conductor Construction Assembly Units $ - 0
©June 2025 46 &G
Trans-Pt 4-Sch 2 TRANSMISSION CONSTRUCTION ASSEMBLY UNITS (Continued)
| Part 4 - GUY CONSTRUCTION ASSEMBLY UNITS (TG UNITS) |
| SCHEDULE NO. 2 - W.O. #107253 |
| UNIT | NO. OF | Unit Price | EXTENDED PRICE | ||
| NO. | UNITS | Labor | Materials | Labor & Materials | Labor & Materials |
| 4.1 - Transmission Install - Schedule No. 2 - N/A | |||||
| Not Applicable - N/A |
| 4.2 - Transmission Removal - Schedule No. 2 | |||||
| TG-25C | 8 | $ - 0 | $ - 0 | $ - 0 | $ - 0 |
| TG-25D | 1 | $ - 0 | $ - 0 | $ - 0 | $ - 0 |
| TG-11ASS | 9 | $ - 0 | $ - 0 | $ - 0 | $ - 0 |
| TG-21A | 2 | $ - 0 | $ - 0 | $ - 0 | $ - 0 |
| TG-GM | 11 | $ - 0 | $ - 0 | $ - 0 | $ - 0 |
TOTAL Part 4 - Guy Construction Assembly Units (TG Units) $ - 0
©June 2025 47 &G
Trans-Pt 5-Sch 2 TRANSMISSION CONSTRUCTION ASSEMBLY UNITS (Continued)
| Part 5 - ANCHOR CONSTRUCTION ASSEMBLY UNITS |
| SCHEDULE NO. 2 - W.O. #107253 |
| UNIT | NO. OF UNITS | Unit Price | EXTENDED PRICE | ||
| NO. | Labor | Materials | Labor & Materials | Labor & Materials | |
| 5.1 - Transmission Install - Schedule No. 2 - NA | |||||
| Not Applicable - N/A |
| 5.2 - Transmission Removal - Schedule No. 2 | |||||
| TA-1S(M) | 9 | $ - 0 | $ - 0 | $ - 0 | $ - 0 |
| TA-2H | 1 | $ - 0 | $ - 0 | $ - 0 | $ - 0 |
TOTAL Part 5 - Anchor Construction Assembly Units $ - 0
©June 2025 48 &G
Trans-Pt 6-Sch 2 TRANSMISSION CONSTRUCTION ASSEMBLY UNITS (Continued)
| Part 6 - MISCELLANEOUS CONSTRUCTION ASSEMBLY UNITS |
| SCHEDULE NO. 2 - W.O. #107253 |
| UNIT | NO. OF | Unit Price | EXTENDED PRICE | ||
| NO. | UNITS | Labor | Materials | Labor & Materials | Labor & Materials |
| 6.1 - Transmission Install - Schedule No. 2 | |||||
| TM-2B | 2 | $ - 0 | $ - 0 | $ - 0 | $ - 0 |
| TM-4A | 1 | $ - 0 | $ - 0 | $ - 0 | $ - 0 |
| TM-4GM | 2 | $ - 0 | $ - 0 | $ - 0 | $ - 0 |
| TM-6A | 1 | $ - 0 | $ - 0 | $ - 0 | $ - 0 |
| TM-9X | 10 | $ - 0 | $ - 0 | $ - 0 | $ - 0 |
| TM-9D | 9 | $ - 0 | $ - 0 | $ - 0 | $ - 0 |
| TM-9R* | 9 | $ - 0 | $ - 0 | $ - 0 | $ - 0 |
| TM-D2 | 5 | $ - 0 | $ - 0 | $ - 0 | $ - 0 |
| TM-AFS(PHASE) | 213 | $ - 0 | $ - 0 | $ - 0 | $ - 0 |
| **TM-PROJECT MATTING | $ - 0 | $ - 0 | $ - 0 | $ - 0 | |
| **TM-BRIDGE (TEMP) (15' x 36') | 1 | $ - 0 | $ - 0 | $ - 0 | $ - 0 |
| **TM-BRIDGE (TEMP) (20' x 48') | 1 | $ - 0 | $ - 0 | $ - 0 | $ - 0 |
| * Estimated Quanitity | |||||
| ** Note: Access methods, including project matting and temporary bridge installations over canal crossings, must be performed by a qualified professional contractor specializing in matting and temporary bridge systems. These services may require subcontracting. Bidders shall include all associated costs as lump sum amounts in the respective bid items TM-PROJECT MATTING and TM-BRIDGE (TEMP). Temporary bridge dimensions are provided in Unit No. above. |
| 6.2 - Transmission Removal - Schedule No. 2 | |||||
| TM-4A | 1 | $ - 0 | $ - 0 | $ - 0 | $ - 0 |
| TM-4GM | 2 | $ - 0 | $ - 0 | $ - 0 | $ - 0 |
| TM-6 | 1 | $ - 0 | $ - 0 | $ - 0 | $ - 0 |
| TM-D2 | 2 | $ - 0 | $ - 0 | $ - 0 | $ - 0 |
| TM-9B** | 9 | $ - 0 | $ - 0 | $ - 0 | $ - 0 |
**Ground wire is removed with pole, so no labor price for ground wire. Removal for accounting purposes only.
TOTAL Part 6 - Miscellaneous Construction Assembly Units $ - 0
©June 2025 49 &G
Trans-Pt 7-Sch 2 TRANSMISSION CONSTRUCTION ASSEMBLY UNITS (Continued)
| Part 7 - RIGHT-OF-WAY CLEARING UNITS |
| SCHEDULE NO. 2 - W.O. #107253 |
| UNIT | NO. OF | Unit Price | EXTENDED PRICE | ||
| NO. | UNITS | Labor | Materials | Labor & Materials | Labor & Materials |
| TM-12(mft.) | 1.000 | $ - 0 | $ - 0 | $ - 0 | $ - 0 |
TOTAL Part 7 - Right-of-Way Clearing Units $ - 0
©June 2025 50 &G
Summary
PROPOSAL SUMMARY
TRANSMISSION CONSTRUCTION ASSEMBLY UNITS, SCHEDULE NO. 1 (W.O. #108469)
| Part – 1 | . . . . . . . . . . . . . . . . . . . . . . . . . . | $ - 0 |
| Part – 2 | . . . . . . . . . . . . . . . . . . . . . . . . . . | $ - 0 |
| Part – 3 | . . . . . . . . . . . . . . . . . . . . . . . . . . | $ - 0 |
| Part – 4 | . . . . . . . . . . . . . . . . . . . . . . . . . . | $ - 0 |
| Part – 5 | . . . . . . . . . . . . . . . . . . . . . . . . . . | $ - 0 |
| Part – 6 | . . . . . . . . . . . . . . . . . . . . . . . . . . | $ - 0 |
| Part – 7 | . . . . . . . . . . . . . . . . . . . . . . . . . . | N/A |
TOTAL TRANSMISSION CONSTRUCTION ASSEMBLY UNITS - SCHEDULE NO. 1 (W.O. #108469) $ - 0
TOTAL TRANSMISSION CONSTRUCTION - OWNER FURNISHED MATERIALS - LUMP SUM COST - SCHEDULE NO. 1 (W.O. #108469) $ 320,106.02
TOTAL SCHEDULE NO. 1 (W.O. #108469) $ 320,106.02
TRANSMISSION CONSTRUCTION ASSEMBLY UNITS, SCHEDULE NO. 2 (W.O. #107253)
| Part – 1 | . . . . . . . . . . . . . . . . . . . . . . . . . . | $ - 0 |
| Part – 2 | . . . . . . . . . . . . . . . . . . . . . . . . . . | $ - 0 |
| Part – 3 | . . . . . . . . . . . . . . . . . . . . . . . . . . | $ - 0 |
| Part – 4 | . . . . . . . . . . . . . . . . . . . . . . . . . . | $ - 0 |
| Part – 5 | . . . . . . . . . . . . . . . . . . . . . . . . . . | $ - 0 |
| Part – 6 | . . . . . . . . . . . . . . . . . . . . . . . . . . | $ - 0 |
| Part – 7 | . . . . . . . . . . . . . . . . . . . . . . . . . . | $ - 0 |
TOTAL TRANSMISSION CONSTRUCTION ASSEMBLY UNITS - SCHEDULE NO. 2 (W.O. #107253) $ - 0
TOTAL TRANSMISSION CONSTRUCTION - OWNER FURNISHED MATERIALS - LUMP SUM COST - SCHEDULE NO. 2 (W.O. #107253) $ 193,507.00
TOTAL SCHEDULE NO. 2 (W.O. #107253) $ 193,507.00
TOTAL SCHEDULES NO. 1 AND 2 $ 513,613.02
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File details come from the government source that posted it. Updated .