_174-25_Pricing__174-25_Pricing.xlsx
XLSX spreadsheet 17 KB Posted
- Attached to
- Competitive Selection OH|DOT17425-1
- Contract number
- DOT17425-1
- Issued by
- Ohio
About this file
This document is a pricing spreadsheet for Signal Service, Inc., related to traffic signal infrastructure for the Ohio Department of Transportation (ODOT), specifically covering Districts 3 and 8. The pricing document references the ODOT Traffic Engineering Manual and Signal Design Reference Packet, detailing specific technical specifications for traffic signal support structures, poles, and related hardware.
The pricing schedule includes unit prices for various signal support configurations, with detailed specifications for pole heights ranging from 2 to 14 feet, mast arm configurations, and specific design types (TC-81.11 and TC-81.22). Pricing varies based on design complexity, with unit prices ranging from $7,446 to $19,534 per unit. Lead times are consistently 21-24 weeks total (3-4 weeks for shop drawing submittal, 18-20 weeks for delivery), and all supports are standard galvanized steel finish. Delivery locations are specified for ODOT District 3 in Ashland and District 8 in Lebanon, Ohio, with specific contact information provided for each district's representative.
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Other files
| File | Type | Posted |
|---|---|---|
| 174-25.pdf | ||
| Signature.pdf | ||
| Signed_Affirmation_and_Disclosure_form__2_.pdf |
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Pricing
| Vendor Name: | |
| Signal Service, Inc. | |
| ODOT Traffic Engineering Manual for reference. | ODOT Signal Design Reference Packet for reference. |
| Strain Pole Details/Misc. Pole Details |
| Unit Bid Price (ea.) | Lead time (wks.) (Receipt of Order to Submittal of Shop Drawings) | Lead Time (wks.) (Release of Shop Drawings to Delivery of Supports) | Total Lead time (wks.) (Receipt of Order to Delivery of Supports) | Quantity (ea.) | Finish | |||||||||||||
| (none = Galv. Steel) | DESIGN TYPE | DESIGN NO. | POLE HEIGHT (FT.) | ANGLES (DEG.) FROM INDEX LINE | Delivery Address of Support | Delivery Contact and info | ||||||||||||
| PEDESTRIAN SIGNALS | PEDESTRIAN PUSH BUTTONS | SIGNAL CABINET | POWER SERVICE | CABLE ENTRANCE | BRACKET ARM, 30 FEET | |||||||||||||
| $13, 012 | 3 to 4 | 18-20 | 21 to 24 | 1 | none | TC-81.11 | 12 | 34 | FIELD DRILLED | FIELD DRILLED | - | - | 180 | - | ODOT DISTRICT 3, 906 CLARK AVE, ASHLAND, OH 44805 | CHARLES LAUGHREY, 419-207-7162 CHARLES.LAUGHREY@DOT.OHIO.GOV | ||
| $11,697 | 3 to 4 | 18-20 | 21 to 24 | 1 | none | TC-81.11 | 10 | 34 | FIELD DRILLED | FIELD DRILLED | - | - | 180 | - | ODOT DISTRICT 3, 906 CLARK AVE, ASHLAND, OH 44805 | CHARLES LAUGHREY, 419-207-7162 CHARLES.LAUGHREY@DOT.OHIO.GOV | ||
| $13, 012 | 3 to 4 | 18-20 | 21 to 24 | 1 | none | TC-81.11 | 12 | 34 | FIELD DRILLED | FIELD DRILLED | - | - | 180 | - | ODOT DISTRICT 8, 505 S. SR-741, LEBANON OH 45036 | MARC GRAKE, 513-933-6607 MARC.GRAKE@DOT.OHIO.GOV | ||
| $11,697 | 3 to 4 | 18-20 | 21 to 24 | 1 | none | TC-81.11 | 10 | 34 | FIELD DRILLED | FIELD DRILLED | - | - | 180 | - | ODOT DISTRICT 8, 505 S. SR-741, LEBANON OH 45036 | MARC GRAKE, 513-933-6607 MARC.GRAKE@DOT.OHIO.GOV | ||
| *See TEM Section 441-8 | ||||||||||||||||||
| ODOT NOTES: | ||||||||||||||||||
| 1. All angles are measured clockwise. | ||||||||||||||||||
| 2. All supports adding an additional 2' to height for strain poles or 2' to mast arm lengths. | ||||||||||||||||||
| VENDOR NOTES: |
| Vendor Name: | |
| Signal Service, Inc. | |
| ODOT Traffic Engineering Manual for reference. | ODOT Signal Design Reference Packet for reference. |
| Mast Arm Details | |||||||||||||||||||||
| TEM Fig. 498-37: Plan Details for Signal Supports - Arm Lengths | TEM Fig. 498-38: Plan Details for Signal Supports - Mast Arm Orientation | ||||||||||||||||||||
| Unit Bid Price (ea.) | Lead time (wks.) (Receipt of Order to Submittal of Shop Drawings) | Lead Time (wks.) (Release of Shop Drawings to Delivery of Supports) | Total Lead time (wks.) (Receipt of Order to Delivery of Supports) | Quantity (ea.) | Finish | ||||||||||||||||
| (none= Galv. Steel) | SIGNAL SUPPORT DETAILS | ORIENTATION ANGLES FROM MAST ARM A | Delivery Address of Support | Delivery Contact and info | |||||||||||||||||
| DESIGN TYPE | DESIGN NO. | POLE HEIGHT | ARM HEIGHT | L | MAST ARM A ANGLE | MAST ARM B ANGLE | PEDESTRIAN SIGNAL | PEDESTRIAN PUSHBUTTON | BRACKET ARM | HANDHOLE | CABLE ENTRANCE 12" FROM TOP | ||||||||||
| FT | FT | FT | DEG | DEG | DEG | DEG | DEG | DEG | DEG | ||||||||||||
| $7,446 | 3 to 4 | 18 to 20 | 21 to 24 | 1 | None | TC-81.22 | 2 | 26 | 24.5 | 34 | 0 | - | FIELD DRILL | FIELD DRILL | - | 180 | 180 | ODOT DISTRICT 3, 906 CLARK AVE, ASHLAND, OH 44805 | CHARLES LAUGHREY, 419-207-7162 CHARLES.LAUGHREY@DOT.OHIO.GOV | ||
| $14,580 | 3 to 4 | 18 to 20 | 21 to 24 | 1 | None | TC-81.22 | 12 | 26 | 24.5 | 50 | 0 | - | FIELD DRILL | FIELD DRILL | - | 180 | 180 | ODOT DISTRICT 3, 906 CLARK AVE, ASHLAND, OH 44805 | CHARLES LAUGHREY, 419-207-7162 CHARLES.LAUGHREY@DOT.OHIO.GOV | ||
| $19,534 | 3 to 4 | 18 to 20 | 21 to 24 | 1 | None | TC-81.22 | 14 | 26 | 24.5 | 72 | 0 | - | FIELD DRILL | FIELD DRILL | - | 180 | 180 | ODOT DISTRICT 3, 906 CLARK AVE, ASHLAND, OH 44805 | CHARLES LAUGHREY, 419-207-7162 CHARLES.LAUGHREY@DOT.OHIO.GOV | ||
| $7,446 | 3 to 4 | 18 to 20 | 21 to 24 | 1 | None | TC-81.22 | 2 | 26 | 24.5 | 34 | 0 | - | FIELD DRILL | FIELD DRILL | - | 180 | 180 | ODOT DISTRICT 8, 505 S. SR-741, LEBANON OH 45036 | MARC GRAKE, 513-933-6607 MARC.GRAKE@DOT.OHIO.GOV | ||
| $14,580 | 3 to 4 | 18 to 20 | 21 to 24 | 1 | None | TC-81.22 | 12 | 26 | 24.5 | 50 | 0 | - | FIELD DRILL | FIELD DRILL | - | 180 | 180 | ODOT DISTRICT 8, 505 S. SR-741, LEBANON OH 45036 | MARC GRAKE, 513-933-6607 MARC.GRAKE@DOT.OHIO.GOV | ||
| $19,534 | 3 to 4 | 18 to 20 | 21 to 24 | 1 | None | TC-81.22 | 14 | 26 | 24.5 | 72 | 0 | - | FIELD DRILL | FIELD DRILL | - | 180 | 180 | ODOT DISTRICT 8, 505 S. SR-741, LEBANON OH 45036 | MARC GRAKE, 513-933-6607 MARC.GRAKE@DOT.OHIO.GOV | ||
| *See TEM Section 441-8 | |||||||||||||||||||||
| ODOT NOTES: | |||||||||||||||||||||
| 1. These are spare parts designed to be used in case of emergency, so they are very general | |||||||||||||||||||||
| 2. All supports adding an additional 2' to height for strain poles or 2' to mast arm lengths. | |||||||||||||||||||||
| VENDOR NOTES: |
http://www.dot.state.oh.us/Divisions/Engineering/Roadway/DesignStandards/traffic/TEM/Pages/default.aspxhttp://www.dot.state.oh.us/Divisions/Operations/Traffic/miscellaneous/Pages/Signal-Design-Reference-Packet.aspxhttp://www.dot.state.oh.us/Divisions/Operations/Traffic/miscellaneous/Pages/Signal-Design-Reference-Packet.aspxhttp://www.dot.state.oh.us/Divisions/Engineering/Roadway/DesignStandards/traffic/TEM/Pages/default.aspx
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