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VENDOR INFORMATION
312-25 PRICING District 10 REPAIR and/or REBUILD Guardrail / End Treatments / Attenuators
| VENDOR INFORMATION |
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Vendor Name ( Type here ----> ) VENDOR NAME HERE
| FOR ORDERS |
| Contact Name #1 | |
| Contact Number #1 | |
| Contact Name #2 ( If applicable) |
| Contact Number #2 (If applicable) |
Complete Vendor Information above
Do NOT provide conditional information with your bid. This may be cause for rejection of your bid.
DO NOT DELETE ROWS, COLUMNS, OR TABS FROM THIS BID DOCUMENT
SUBMIT ANY QUESTIONS, CLARIFICATIONS AND INQUIRIES REGARDING THIS INVITATION TO BID THROUGH INQUIRY LINK IN OHIO BUYS
INSTALLATION PRICING
| 312-25 PRICING District 10 REPAIR and/or REBUILD Guardrail / End Treatments / Attenuators | | | | |
| Vendor Name: | | Complete on Vendor Information TAB | | |
| Line Item Nbr | Item | Description | UNIT PRICE | Unit |
| 0001 | 202E38000 | Guardrail Removed | | FT |
| 0002 | 202E38300 | Guardrail Removed, Barrier Design | | FT |
| 0003 | 202E42206 | Anchor Assembly Removed | | EACH |
| 0004 | 202E47000 | Bridge Terminal Assembly Removed | | EACH |
| 0005 | 202E47800 | Impact Attenuator Removed | | EACH |
| 0006 | 606E13000 | Guardrail, Type 5 | FT |
| 0007 | 606E13030 | Guardrail, Type 5, Using 9 Foot Posts | FT |
| 0008 | 606E13050 | Guardrail, Type 5a | FT |
| 0009 | 606E14000 | Guardrail, Type 8 | FT |
| 0010 | 606E15050 | Guardrail, Type MGS | FT |
| 0011 | 606E15400 | MGS Guardrail, Type 8 | FT |
| 0012 | 606E15500 | Guardrail, Barrier Design, Type 5 | FT |
| 0013 | 606E16501 | Guardrail Rebuilt, Type 5, Rail Only | FT |
| 0014 | 606E16051 | Guardrail Rebuilt, Type MGS, Rail Only | FT |
| 0015 | 606E17290 | Guardrail, Type 5, Long-Span | FT |
| 0016 | 606E17701 | Replace Existing Guardrail Blockout, Remove and Replace | EACH |
| 0017 | 606E17751 | Replace Existing Guardrail Blockout, Type MGS, Remove and Replace | EACH |
| 0018 | 606E17901 | Guardrail Post, Remove and Replace | EACH |
| 0019 | 606E18501 | Guardrail Post, 9 Feet, Remove and Replace | EACH |
| 0020 | 606E19001 | Guardrail Post, Steel, Remove and Replace | EACH |
| 0021 | 606E25000 | Anchor Assembly, Type A | EACH |
| 0022 | 606E25550 | Anchor Assembly, Mgs Type A | EACH |
| 0023 | 606E26000 | Anchor Assembly, Type B | EACH |
| 0024 | 606E26050 | Anchor Assembly, Mgs Type B | EACH |
| 0025 | 606E26100 | Anchor Assembly, Type E | EACH |
| 0026 | 606E26150 | Anchor Assembly, MGS Type E, MASH 2016 or NCHRP-350 | EACH |
| 0027 | 606E26500 | Anchor Assembly, Type T | EACH |
| 0028 | 606E26550 | Anchor Assembly, Mgs Type T | EACH |
| 0029 | 606E27801 | Anchor Assembly Rebuilt, Type A | EACH |
| 0030 | 606E27841 | Anchor Assembly Rebuilt, MGS Type A | EACH |
| 0031 | 606E98100 | Guardrail Misc.: 25 ft Rail Element (Type A Anchor) | EACH | |
| 0032 | 606E27841 | Anchor Assembly Rebuilt, Type B | EACH | |
| 0033 | 606E27847 | Anchor Assembly Rebuilt, Mgs Type B | EACH | |
| 0034 | 606E27851 | Anchor Assembly Rebuilt, Type E, Post 1-3 | EACH | |
| 0034.5 | 606E27851 | Anchor Assembly Rebuilt, Type E, Beyond Post 3 ONLY (with no damage to Posts 1-3 and Extruder Head ) | EACH | |
| 0035 | 606E27851 | Anchor Assembly Rebuilt, Type E, Beyond Post 3 (and to Post 1-3 or Extruder Head **) | EACH | **added for description purposes only. |
| 0036 | 606E27861 | Anchor Assembly Rebuilt, MGS Type E, Post 1-3 | EACH | |
| 0063.5 | 606E27861 | Anchor Assembly Rebuilt, MGS Type E, Beyond Post 3 ONLY (with no damage to Posts 1-3 and Extruder Head ) | EACH | |
| 0037 | 606E27861 | Anchor Assembly Rebuilt, MGS Type E, Beyond Post 3 (and to Post 1-3 or Extruder Head **) | EACH | **added for description purposes only. |
| 0038 | 606E32160 | Bridge Terminal Assembly, Type TST | EACH | |
| 0039 | 606E35000 | Bridge Terminal Assembly, Type 1 | EACH | |
| 0040 | 606E35002 | MGS Bridge Terminal Assembly, Type 1 | EACH | |
| 0041 | 606E35100 | Bridge Terminal Assembly, Type 2 | EACH |
| 0042 | 606E35102 | MGS Bridge Terminal Assembly, Type 2 | EACH |
| 0043 | 606E35140 | Bridge Terminal Assembly, Type 4 | EACH |
| 0044 | 606E50000 | Reshaping Berm | FT |
| 0045 | 606E60002 | Impact Attenuator, Type 1 (Unidirectional) | EACH |
| 0046 | 606E60012 | Impact Attenuator, Type 1 (Bidirectional) | EACH |
| 0047 | 606E60022 | Impact Attenuator, Type 2 (Unidirectional) (Various Speed and Width) | EACH |
| 0048 | 606E60028 | Impact Attenuator, Type 2 (Bidirectional) (Various Speed and Width) | EACH |
| 0049 | 606E61000 | Impact Attenuator Misc.: Rebuilt, Type 1 (All Components Post #1 - #4, Excluding Posts, Blocks, Soil Plates and Foundation Tubes) | EACH |
| 0050 | 606E61000 | Impact Attenuator Misc.: Rebuilt, Type 1 (All Components Post #4 - #6, Excluding Posts, Blocks, Soil Plates and Foundation Tubes) | EACH |
| 0051 | 606E61000 | Impact Attenuator Misc.: Rebuilt, Type 1 (4'-6" Foundation Tube) | EACH |
| 0052 | 606E61000 | Impact Attenuator Misc.: Rebuilt, Type 1 (1/4" X 18" X 24" Soil Plate) | EACH |
| 0053 | 606E61000 | Impact Attenuator Misc.: Rebuilt, Type 1 (3'-6" Wood Post #1, 2, 3, 4, 5, 6 Cat) | EACH |
| 0054 | 606E61000 | Impact Attenuator Misc.: Rebuilt, Type 1 (Wood Block 1'-2" #1, 2, 3, 4, 5, 6 Cat) | EACH |
| 0055 | 606E61000 | Impact Attenuator, Misc.: Rebuilt, Type 2 (Belt Nose Assembly) | EACH |
| 0056 | 606E61000 | Impact Attenuator, Misc.: Rebuilt, Type 2 (Cartridge Type I) | EACH |
| 0057 | 606E61000 | Impact Attenuator, Misc.: Rebuilt, Type 2 (Cartridge Type II) | EACH |
| 0058 | 606E61000 | Impact Attenuator, Misc.: Rebuilt, Type 2 (Quad Beam Fender Panel) | EACH |
| 0059 | 606E98000 | Guardrail, Misc.: Tubular Backup | FT |
| 0060 | 626E00110 | Barrier Reflector, Type 2 (Bidirectional) | EACH |
| 0061 | 517E70001 | Railing (Twin Steel Tube), Rebuilt | FT |
| 0062 | 517E72201 | Railing (Deep Beam Rail with Steel Tubular Backup and Type 1 Steel Posts and Anchor Bolts), Rebuilt | FT |
| 0063 | 517E72301 | Railing (Deep Beam Rail with Steel Tubular Backup and Type 2 Steel Posts and Anchor Bolts), Rebuilt | FT |
| 0064 | 517E72751 | Railing (Thrie Beam Retrofit), Rebuilt | FT |
| 0065 | 614E13600 | Maintenance of Traffic, One Lane Closure on a Two Lane Highway | EACH |
| 0066 | 614E13800 | Maintenance of Traffic, One Lane Closure on a 4 Lane or Greater Divided Highway | EACH |
| 0067 | 614E13900 | Maintenance of Traffic for Shoulder Closure | EACH |
| 0068 | 624E15000 | Mobilization - Monroe, Morgan, Noble & Washington Counties (Refer to Section 11) | EACH |
| 0069 | 624E15000 | Mobilization - Athens, Gallia, Hocking, Meigs & Vinton Counties (Refer to Section 11) | EACH |
| 0070 | 606E98100 | Guardrail Misc.: Urgent Repair | EACH |
Cable Rail End Repair
| 312-25 PRICING District 10 REPAIR and/or REBUILD Guardrail / End Treatments / Attenuators | | | | | | |
| Vendor Name: | | Complete on Vendor Information TAB | | | | |
| REPAIR OF END TERMINAL SYSTEMS | | | | | | |
| Pricing for Complete or Partial End Terminal Repair of all systems | | | | | MATERIALS * | EQUIPMENT |
| | | | NON-PREVAILING WAGE RATE | PREVAILING WAGE RATE | END ANCHOR POSTS and Incidental Materials | |
| (See Description for number of posts) | | Hourly Rate of | | | | | |
Equipment to Re-Tension Cables
| REFERENCE NUMBER | UNIT OF MEASURE | DESCRIPTION | HOURLY RATE / LABORER |
| (within 21 Days) | HOURLY RATE / LABORER | | | |
| (within 72 Hours) | | HOURLY RATE / LABORER | | |
| (within 21 Days) | HOURLY RATE / LABORER | | | |
(within 72 Hours)
| | Brifen |
| BR-C | Each | Complete End Terminal Repair: This item will include all work necessary to remove and replace end anchor posts 1 through 5, re-tension each cable, and provide proper grading. |
| BR-P | Each | Partial End Terminal Repair : This item will include all work necessary to remove and replace 1 of the end anchor posts, re-tension each cable, and provide proper grading. |
| | Gibraltar |
| GR-C | Each | Complete End Terminal Repair: This item will include all work necessary to remove and replace end anchor posts 1 through 5, re-tension each cable, and provide proper grading. |
| GR-P | Each | Partial End Terminal Repair : This item will include all work necessary to remove and replace 1 of the end anchor posts, re-tension each cable, and provide proper grading. |
| | Nucor |
| NR-C | Each | Complete End Terminal Repair: This item will include all work necessary to remove and replace end anchor posts 1 through 9, re-tension each cable, and provide proper grading. |
| NR-P | Each | Partial End Terminal Repair : This item will include all work necessary to remove and replace 1 of the end anchor posts, re-tension each cable, and provide proper grading. |
| | Trinity |
| TR-C | Each | Complete End Terminal Repair: This item will include all work necessary to remove and replace end anchor posts 1 through 9, re-tension each cable, and provide proper grading. |
| TR-P | Each | Partial End Terminal Repair : This item will include all work necessary to remove and replace 1 of the end anchor posts, re-tension each cable, and provide proper grading. |
| | Safence |
| TR-C | Each | Complete End Terminal Repair: This item will include all work necessary to remove and replace end anchor posts 1 through 6, re-tension each cable, and provide proper grading. |
| TR-P | Each | Partial End Terminal Repair : This item will include all work necessary to remove and replace 1 of the end anchor posts, re-tension each cable, and provide proper grading. |
* Materials may be supplied by ODOT through this contract.
Cable Rail End Tensioning
| 312-25 PRICING District 10 REPAIR and/or REBUILD Guardrail / End Treatments / Attenuators | | | | | | | |
| Vendor Name: | | Complete on Vendor Information TAB | | | | | |
| TENSIONING OF CABLES | | | | | | | |
| Tensioning and Socketed Foundation (for High Tension Cable Barrier ) | | | | | | | |
| | | | | NON-PREVAILING WAGE RATE | PREVAILING WAGE RATE | MATERIALS * | EQUIPMENT |
| REFERENCE NUMBER | UNIT OF MEASURE | DESCRIPTION | | HOURLY RATE / LABORER | | | |
| (within 21 Days) | HOURLY RATE / LABORER | | | | | | | |
| (within 72 Hours) | | HOURLY RATE / LABORER | | | | | | |
| (within 21 Days) | HOURLY RATE / LABORER | | | | | | | |
| (within 72 Hours) | | Incidental Materials | | Hourly Rate of | | | | |
Equipment to Re-Tension Cables
| | BRIFEN |
| BT-1 | Each | Per Section 8 of the Requirements/Specifications, the vendor will measure and document each cable's tension and re-tension cables as necessary per manufacturers specifications. The documented cable tensions will be identified to each cable system run by recording the beginning Straight-Line- Mileage (SLM) and ending SLM for each run. The individual cables will be numbered from the top down. Therefore, the number 3 cable of a 3 cable system will be the bottom cable. Additionally, the ambient air temperature is to be recorded for each cable and associated to the individual cable of the cable run. The item shall include all work required to verify cable tension and re-tension cables if necessary. This cable specific data is to be supplied in a report and sent to the respective District Roadway Services Manager (RSM). |
| BT-2 | Each | Socketed Foundation, Concrete Footing: This item shall include all work necessary to remove and replace a Socketed Foundation, Concrete Footing for the Brifen System. |
| | Gibraltar |
| GT-1 | Each | Per Section 8 of the Requirements/Specifications, the vendor will measure and document each cable's tension and re-tension cables as necessary per manufacturers specifications. The documented cable tensions will be identified to each cable system run by recording the beginning Straight-Line- Mileage (SLM) and ending SLM for each run. The individual cables will be numbered from the top down. Therefore, the number 3 cable of a 3 cable system will be the bottom cable. Additionally, the ambient air temperature is to be recorded for each cable and associated to the individual cable of the cable run. The item shall include all work required to verify cable tension and re-tension cables if necessary. This cable specific data is to be supplied in a report and sent to the respective District Roadway Services Manager (RSM). |
| GT-2 | Each | Socketed Foundation, Concrete Footing: This item shall include all work necessary to remove and replace a Socketed Foundation, Concrete Footing for the Gibraltar system. |
| | Nucor |
| NT-1 | Each | Per Section 8 of the Requirements/Specifications, the vendor will measure and document each cable's tension and re-tension cables as necessary per manufacturers specifications. The documented cable tensions will be identified to each cable system run by recording the beginning Straight-Line- Mileage (SLM) and ending SLM for each run. The individual cables will be numbered from the top down. Therefore, the number 3 cable of a 3 cable system will be the bottom cable. Additionally, the ambient air temperature is to be recorded for each cable and associated to the individual cable of the cable run. The item shall include all work required to verify cable tension and re-tension cables if necessary. This cable specific data is to be supplied in a report and sent to the respective District Roadway Services Manager (RSM). |
| NT-2 | Each | Socketed Foundation, Concrete Footing: This item shall include all work necessary to remove and replace a Socketed Foundation, Concrete Footing for the Nucor Barrier System |
| | Trinity |
| TT-1 | Each | Per Section 8 of the Requirements/Specifications, the vendor will measure and document each cable's tension and re-tension cables as necessary per manufacturers specifications. The documented cable tensions will be identified to each cable system run by recording the beginning Straight-Line- Mileage (SLM) and ending SLM for each run. The individual cables will be numbered from the top down. Therefore, the number 3 cable of a 3 cable system will be the bottom cable. Additionally, the ambient air temperature is to be recorded for each cable and associated to the individual cable of the cable run. The item shall include all work required to verify cable tension and re-tension cables if necessary. This cable specific data is to be supplied in a report and sent to the respective District Roadway Services Manager (RSM). |
| TT-2 | Each | Socketed Foundation, Concrete Footing: This item shall include all work necessary to remove and replace a Socketed Foundation, Concrete Footing for Trinity CASS 350 System. |
| | Safence |
| ST-1 | Each | Per Section 8 of the Requirements/Specifications, the vendor will measure and document each cable's tension and re-tension cables as necessary per manufacturers specifications. The documented cable tensions will be identified to each cable system run by recording the beginning Straight-Line- Mileage (SLM) and ending SLM for each run. The individual cables will be numbered from the top down. Therefore, the number 3 cable of a 3 cable system will be the bottom cable. Additionally, the ambient air temperature is to be recorded for each cable and associated to the individual cable of the cable run. The item shall include all work required to verify cable tension and re-tension cables if necessary. This cable specific data is to be supplied in a report and sent to the respective District Roadway Services Manager (RSM). |
| ST-2 | Each | Socketed Foundation, Concrete Footing: This item shall include all work necessary to remove and replace a Socketed Foundation, Concrete Footing for Safence 4RC Wire Rope Safety Fence System. |
* Materials may be supplied by ODOT through this contract.
MOBILIZATION and MOT
| 312-25 PRICING District 10 REPAIR and/or REBUILD Guardrail / End Treatments / Attenuators | |
| Vendor Name: | Complete on Vendor Information TAB |
| Mobilization is to the first site of a project. This may vary based on the type and size of repair, and can result in different types of transports being sent. | |
| If so, identify types of transports that may be used for the repair. | | MAINTENANCE OF TRAFFIC FOR VARIOUS TYPES OF CLOSURES |
| | SHOULDER CLOSURE | ONE LANE |
| CLOSURE ON A TWO LANE HIGHWAY | ONE LANE | | |
CLOSURE ON A
FOUR LANE
UNDIVIDED HIGHWAY ONE LANE
CLOSURE ON A
FOUR LANE or GREATER
DIVIDED HIGHWAY
| | MOBILIZATION |
| ($ / Mile) | MOBILIZATION | |
| ($ / Mile) | MOBILIZATION | |
($ / Mile)
| Guardrail | Guardrail |
| Thrie Beam Bullnose | Thrie Beam Bullnose |
| Trinity - Softstop (MASH) | Trinity - Softstop (MASH) |
| MSKT - SP -MGS (MASH) | MSKT - SP -MGS (MASH) |
| Trinity ET-2000 | Trinity ET-2000 |
| MGS, Type B, FLEAT | MGS, Type B, FLEAT |
| MGS, Type B, SRT-31 | MGS, Type B, SRT-31 |
| MGS, Type E, SKT | MGS, Type E, SKT |
| Type 5, Type B, FLEAT | Type 5, Type B, FLEAT |
| Type 5, Type B, SRT | Type 5, Type B, SRT |
| Type 5, Type E, SKT | Type 5, Type E, SKT |
| Type 1, CAT | Type 1, CAT |
| Type 1, FLEAT-MT | Type 1, FLEAT-MT |
| Type 2, QuadGuard | Type 2, QuadGuard |
| Type 2, TAU-II | Type 2, TAU-II |
| Type 2, TRACC 2005 | Type 2, TRACC 2005 |
| Type 3, REACT 350 | Type 3, REACT 350 |
| Type 3, QuadGuard ELITE | Type 3, QuadGuard ELITE |
| Type 3, SCI | Type 3, SCI |
| Type 3, HEART | Type 3, HEART |
| Workzone, Absorb 350 | Workzone, Absorb 350 |
| Workzone, SLED | Workzone, SLED |
| Sand Barrels, Various Brands | Sand Barrels, Various Brands |
| Brifen | Brifen |
| Gibralter | Gibralter |
| Nucor | Nucor |
| Trinity | Trinity |
| Safence | Safence |
When multiple sites exist, the vendor will be compensated for mobilization between sites at the hourly rates of the operators, as paid by the vendor. These rates will be compensated for the travel time.
For example: Hourly Rate / laborer for Repairs is $50.00/hr/laborer. Laborer A is paid $23.50/hr, and Laborer B is paid $24.25/hr. Therefore, the total hourly rate compensated is $47.25/hr for travel between sites.
The cumulative total time traveled will be rounded up to the 1/4 hour.
For example, Site 1 to Site 2 is 25 Minutes, Site 2 to 3 is 15 minutes, Site 3 to 4 is 30 minutes. A total of 70 minutes for travel between sites. This will be rounded up to 75 minutes.
(Vendor must provide proof of employee pay rates to determine hourly rate for compensation)