Vendor Bid Sheet.xls
XLS spreadsheet 38 KB Posted
- Attached to
- Eq Rental Offset Drill w/Operator D-3
- Solicitation number
- RFB-605-2300000267-1
- Issued by
- Warren County, Kentucky
About this file
This document is a Vendor Bid Sheet for a state contract opportunity. The contract involves the provision of services and materials for a slide repair project, including drilling vertical holes, installing temporary traffic control, providing recycled railroad steel, excavation, cribbing, granular backfill, and labor. The bid sheet lists the specific line items, estimated quantities, and instructions for vendors to bid on all line items to be considered for an award. Vendors must provide the manufacturer and model number for each piece of equipment bid, and be prepared to provide specifications during the evaluation process. The contract requires a response time guarantee from the successful vendor.
The bid sheet outlines the pricing structure, with vendors required to provide unit prices for each line item. The contract does not mention any set-asides or incumbents, but does specify the funding source and requirements, such as using Kentucky Standard Specifications for materials and construction. The successful vendor will be expected to provide all labor, equipment, and materials necessary to complete the slide repair project in accordance with the contract requirements.
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Text version
Final Items List
| Vendor: | Vendor Rep Information (name, phone, email address): | |||||||||||
| Instructions: Vendors must bid all line items to be considered for an award. Actual bid prices and response time must be entered on this bid sheet and uploaded into the e-procurement system. | Vendor must include the manufacturer and model # for each piece of equipment bid. During the evaluation process, vendor will be asked to provide specifications for the models listed to allow for verification that the equipment meets the required specifications. | |||||||||||
| VENDOR CUSTOMER CODE | SUPPLIER NAME | MANUFACTURER NAME | MANUFACTURER PART NUMBER | COMMODITY CODE | # | Description | Estimated | |||||
| Usage | Unit | Unit Price | Total | Extended Description | Manufacturer and Model # | |||||||
| VC0000093662 | Eden Fence | 91223 | 1 | Offset Drill w/Operator | 1.00 | LNFT | $0.00 | Offset Drill with operator to Drill vertical holes at a depth necessary to install recycled railroad steel. See the attached specifications. | ||||
| 2 | Temporary Traffic Control | 1.00 | HOUR | $0.00 | Provide a temporary lane closure for the work zone with two-way alternating traffic. Provide qualified temporary traffic control flaggers or AFAD's (automated flagger assistance devices) along with temporary traffic control signs and devices( barricades, barrels, cones, etc). Install all TTC devices according to KYTC Standard Drawing TTC-100-05(00_Temporary (ky.gov)) and the MUTCD (Manual for Uniform Traffic Control Devices) | |||||||
| 3 | Temp Portable Traffic Signals (for permanent lane closure) | 1.00 | DAY | $0.00 | Provide temporary portable traffic signals, temporary traffic control signs, and appropriate lane markings for a permanent lane closure on a two lane road. Provide one lane of two way alternating traffic. Install all TTC devices according to KYTC Standard Drawing TTC-110-04(00_Temporary (ky.gov)) | |||||||
| 4 | Recycled Railroad Steel | 1.00 | LNFT | $0.00 | Vendor to provide used railroad rail. To be completed along with line 1 with the vendor providing the necessary used railroad rail. Use recycled (used) railroad rails classified with a nominal weight of 130 lb/yd (pounds per yard) size or greater. Use only visibly straight recycled rails with no splices. The Engineer will verify rail nominal weights (manufacturer's stamp with lb/yd, date, etc.). Provide certification for nominal weight if the manufacturer's stamp is unidentifiable. | |||||||
| 5 | Excavator w/operator | 1.00 | CUYD | $0.00 | Perform excavation as the slide repair dictates or as directed by the Engineer. Excavate each slide repair area to provide a platform for drilling the used railroad rails, if necessary. Excavate material as directed by the engineer wide enough to place cribbing and enough area for granular backfill. Equipment shall be capable of excavating a vertical trench to install cribbing up to 12 feet in depth from the roadway elevation. Method of excavation shall limit the damage or removal of the existing roadway pavement as much as possible. Excavating equipment bucket size and width shall be adjusted as directed by the engineer to achieve the excavation without damaging the pavement, utilities, drill steel, etc. Do not use excavated material from the site as fill material. Unless directed by the Engineer, excess excavation may be wasted at sites on the right-of-way. Material may not be wasted in flood prone areas or in streams. If the Engineer deems no suitable sites are available within the right-of-way, the contractor will be required to waste excess material off the right-of-way at sites obtained by the contractor at no cost to the Dept. Excavation will be paid by field measurement in Cubic Yards. | |||||||
| 6 | Cribbing | 1.00 | SQFT | $0.00 | Vendor to furnish and install cribbing at slide location as directed by the Engineer. Vendor furnished cribbing must be galvanized guardrail, reinforced concrete panels, or equivalent material as approved by the engineer. The cribbing material must be corrosion resistant and be capable of holding backfill material across a span of 3 to 4 feet. Extend wall cribbing 2 feet to 12 feet as directed by Engineer below the existing ground line. If bedded rock is encountered, install the cribbing to the bedded rock only. The engineer will direct changes if necessary to the procedure. Vendor to furnish all labor and equipment to deliver and install wall cribbing on the recycled (used) railroad rail piling. Wall cribbing shall be lapped, bolted, and attached solid to the drilled railroad rails. Bolts, tie wire, welding, etc. needed to make the cribbing panels and attaching to the drilled railroad rails will be furnished by the vendor. | |||||||
| 7 | Fabric Wrapped Granular Backfill | 1.00 | CUYD | $0.00 | Vendor to furnish and install backfill material and geotextile fabric. Place Geotextile fabric as directed by the engineer. The geotextile fabric shall be lapped as outlined by the manufacture recommendations and Kentucky Standard Specifications. The geotextile fabric shall wrap the granular backfill to provide separation from all earth embankments and cribbing. Construct granular embankment behind railroad rails, cribbing and on slope, as per Section 206 of the Kentucky Standard Specifications for Road and Bridge Construction, Current Edition. Backfill material shall be placed and compacted to eliminate voids. Construct embankment up to the approximate existing pavement elevation. Use the following backfill materials: Kentucky aggregate gradation no. 2's or larger. Backfill material shall meet requirements of Section 805 of the Kentucky Standard Specifications for Road and Bridge Construction, Current Edition. The Engineer will use visual inspection and/or material testing, as applicable to determine acceptability. | |||||||
| 8 | Laborer | 1.00 | HOUR | $0.00 | Vendor furnished laborer to trim tree limbs, extend Department furnished culvert pipe through crib wall, taking down guardrail and stacking for the Department to pick up. The Department will be responsible for picking guardrail up and delivering to maintenance facility. | |||||||
| 9 | Bucket Truck | 1.00 | HOUR | $0.00 | Bucket Truck to be used with line 9 for cutting tree limbs as necessary to provide adequate area to repair slide. | |||||||
| TOTAL | $0.00 | |||||||||||
| Response | Vendor guarantees a response time of ___________ calendar days following receipt of delivery order. |
File details come from the government source that posted it. Updated .