Modified Mount Government Bids & RFPs

Lot 1: Milling - Type # 1

Lot 2: Emulsion ( CRS- 2P) ( Chip Seal)

Lot 3: Cover Material ( Chip Seal)

Lot 4: Asphaltic Concrete ( HV)

Lot 5: Adjust Manholes and Cleanouts

Lot 6: Adjust Water Valves and Boxes

Lot 7: Pavement Marking Modifications

Lot 8: Advanced Detection Camera

Lot 9: Mobilization

Lot 10: Concrete Header Curb As Per PAG Standard Detail 213

Lot 11: Concrete Header Walls PAG Standard Dtl. 213 Modified to 1' Width x 3' Depth

Lot 12: Adjust Survey Monuments As per Standard Detail 103- 14" Round

Lot 13: Adjust Survey Castings

Lot 14: Description Price 109

Lot 15: Fuel Adjustment Allowance

Lot 16: Bituminous Price Adjustment Allowance

Lot 17: Miscellaneous Work Contingency

Lot 1: Tree removal ( 6 to 15 units diameter)

Lot 2: Earth excavation

Lot 3: Removal and disposal of unsuitable material

Lot 4: Trench backfill

Lot 5: Geotechnical fabric for ground stabilization

Lot 6: Topsoil excavation and placement

Lot 7: Seeding, class 2a

Lot 8: Nitrogen fertilizer nutrient

Lot 9: Phosphorus fertilizer nutrient

Lot 10: Potassium fertilizer nutrient

Lot 11: Erosion control blanket

Lot 12: Temporary erosion control seeding

Lot 13: Perimeter erosion barrier

Lot 14: Inlet and pipe protection

Lot 15: Inlet filters

Lot 16: Temporary erosion control blanket

Lot 17: Stone riprap, class a3

Lot 18: Filter fabric

Lot 19: Aggregate subgrade improvement

Lot 20: Aggregate subgrade improvement 12"

Lot 21: Subbase granular material, type b 4"

Lot 22: Bituminous materials ( prime coat)

Lot 23: Bituminous materials ( tack coat)

Lot 24: Longitudinal joint sealant

Lot 25: Hot- mix asphalt surface removal - butt joint

Lot 26: Temporary ramp

Lot 27: Hot- mix asphalt binder course, il- 9. 5, n70

Lot 28: Polymerized hot- mix asphalt surface course, stone matrix asphalt, 9. 5, mix " f", n80

Lot 29: Hot- mix asphalt pavement ( full- depth), 12"

Lot 30: Portland cement concrete sidewalk 5 inch

Lot 31: Detectable warnings

Lot 32: Hot- mix asphalt surface removal, 3 1/4"

Lot 33: Driveway pavement removal

Lot 34: Combination curb and gutter removal

Lot 35: Sidewalk removal

Lot 36: Class d patches, type i, 9 inch

Lot 37: Class d patches, type ii, 9 inch

Lot 38: Class d patches, type iii, 9 inch

Lot 39: Class d patches, type iv, 9 inch

Lot 40: Precast reinforced concrete flared end sections 12"

Lot 41: Storm sewers, class a, type 2 12"

Lot 42: Storm sewer removal 12"

Lot 43: Pipe underdrains, type 2, 6"

Lot 44: Catch basins, type a, 4'- diameter, type 24 frame and grate

Lot 45: Inlets, type a, type 24 frame and grate

Lot 46: Inlets to be adjusted

Lot 47: Removing inlets

Lot 48: Combination concrete curb and gutter, type b- 6. 12

Lot 49: Combination concrete curb and gutter, type b- 6. 24

Lot 50: Non- special waste disposal

Lot 51: Soil disposal analysis

Lot 52: Regulated substances pre- construction plan

Lot 53: Regulated substances final construction report

Lot 54: Regulated substances monitoring

Lot 55: Mobilization

Lot 56: Changeable message sign

Lot 57: Short term pavement marking

Lot 58: Short term pavement marking removal

Lot 59: Sign panel - type 1

Lot 60: Sign panel - type 2

Lot 61: Remove sign panel assembly - type a

Lot 62: Remove sign panel assembly - type b

Lot 63: Telescoping steel sign support

Lot 64: Modified urethane pavement marking - letters and symbols

Lot 65: Modified urethane pavement marking - line 4"

Lot 66: Modified urethane pavement marking - line 6"

Lot 67: Modified urethane pavement marking - line 12"

Lot 68: Modified urethane pavement marking - line 24"

Lot 69: Pavement marking removal - water blasting

Lot 70: Service installation - ground mounted

Lot 71: Underground conduit, galvanized steel, 2" dia.

Lot 72: Underground conduit, galvanized steel, 3" dia.

Lot 73: Underground conduit, galvanized steel, 4" dia.

Lot 74: Underground conduit, coilable nonmetallic conduit, 4" dia.

Lot 75: Handhole

Lot 76: Heavy- duty handhole

Lot 77: Double handhole

Lot 78: Electric cable in conduit, 600v ( xlp- type use) 1/c no. 10

Lot 79: Luminaire, led, roadway, output designation h

Lot 80: Maintenance of existing traffic signal installation

Lot 81: Electric cable in conduit, tracer, no. 14 1c

Lot 82: Electric cable in conduit, signal no. 14 2c

Lot 83: Electric cable in conduit, signal no. 14 3c

Lot 84: Electric cable in conduit, signal no. 14 5c

Lot 85: Electric cable in conduit, signal no. 14 7c

Lot 86: Electric cable in conduit, lead- in, no. 14 1 pair

Lot 87: Electric cable in conduit, service, no. 6 2 c

Lot 88: Electric cable in conduit, equipment grounding conductor, no. 6 1c

Lot 89: Steel combination mast arm assembly and pole 40 ft.

Lot 90: Steel combination mast arm assembly and pole 46 ft.

Lot 91: Steel combination mast arm assembly and pole 54 ft.

Lot 92: Steel combination mast arm assembly and pole 55 ft.

Lot 93: Concrete foundation, type a

Lot 94: Concrete foundation, type c

Lot 95: Concrete foundation, type e 36- inch diameter

Lot 96: Signal head, led, 1- face, 3- section, mast- arm mounted

Lot 97: Signal head, led, 1- face, 3- section, bracket mounted

Lot 98: Signal head, led, 1- face, 5- section, bracket mounted

Lot 99: Signal head, led, 1- face, 5- section, mast- arm mounted

Lot 100: Pedestrian signal head, led, 1- face, bracket mounted with countdown timer

Lot 101: Traffic signal backplate, louvered, formed plastic

Lot 102: Detector loop, type i

Lot 103: Light detector

Lot 104: Light detector amplifier

Lot 105: Remove electric cable from conduit

Lot 106: Remove existing handhole

Lot 107: Tree, amelanchier x grandiflora apple, ( apple serviceberry), 2" caliper, tree form, balled and burlapped

Lot 108: Tree, cercis canadensis ( eastern redbud), 2" caliper, tree form, balled and burlapped

Lot 109: Emergency vehicle priority system line sensor cable, no. 20 3/c

Lot 110: Washout basin

Lot 111: Network configuration

Lot 112: Layer ii ( datalink) switch

Lot 113: Pedestrian signal post, 10 ft.

Lot 114: Remove existing flared end section

Lot 115: Frames and lids to be adjusted ( special)

Lot 116: Traffic control and protection, ( special)

Lot 117: Temporary information signing

Lot 118: Recessed reflective pavement marker

Lot 119: Combination lighting controller

Lot 120: Full- actuated controller and type super r cabinet

Lot 121: Uninterruptable power supply ( special)

Lot 122: Fiber optic cable 36 fibers, single mode

Lot 123: Fiber optic cable 144 fibers, single mode

Lot 124: Accessible pedestrian signals

Lot 125: Concrete foundation, type a 12- inch diameter

Lot 126: Temporary interconnect

Lot 127: Test hole

Lot 128: Recessed reflective pavment marker removal

Lot 129: Construction layout

Lot 130: Luminaire safety cable assembly

Lot 131: Re- optimize traffic signal system level 2

Lot 1: Furnish ( 2) modified rotary drill( s), truck or track mounted with operator( s) to drill 7" TO 10" diameter holes in soil and rock to install and place railroad rails up to 39 feet in length and weighing up to 140 lbs per linear yard. Rotary drill must have capability of drilling holes that are offset a minimum of five ( 5) feet from the edge of the truck tire or track ( if track mounted) to the center of the hole. Drill rig must be capable of handling railroad rail up to 39 feet in length. Drill rig should be powered by motor of 130 horsepower or greater with at least 16, 000 lbs. pulldown pressure and a 300 CFM or greater air compressor. Drill rig must be capable of drilling from either side or back of carrier. Drill must have capability of drilling a maximum of forty ( 40) foot holes from road elevation. Vendor must be able to drill and install 800 feet of railroad steel per 8 hour workday per drill. Leeway will be given for weather and unforeseen circumstances at the Department' s discretion. Vendor to furnish used railroad rails. Vendor shall submit a certification stating that all manufacturing processes involved with the production of steel or iron materials occurred in the United States. The attached recycle content form must be submitted with the bid. 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 railroad 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. ONLY ONLINE BIDS WILL BE ACCEPTED FOR THIS RFB. Emailed and hard copies delivered by any method WILL NOT BE ACCEPTED. See attached document How to Respond to an Online Bid through the Kentucky Vendor Self Service site ( updated). pdf. Please enter contact person, phone number and email in the Comments Section. Vendors should review and update, if necessary, all addresses and contact persons f

Lot 2: Furnish ( 2) modified rotary drill( s), truck or track mounted with operator( s) to drill 7" TO 10" diameter holes in soil and rock to install and place steel railroad rails up to 39 feet in length and weighing up to 140 lbs per linear yard. Rotary Drill must have capability of drilling holes that are offset a minimum of five ( 5) feet from the edge of the truck tire or track ( if track mounted) to the center of the hole. Drill rig must be capable of handling railroad rail up to 39 feet in length. Drill rig should be powered by motor of 130 horsepower or greater with at least 16, 000 lbs. pulldown pressure and a 300 CFM or greater air compressor. Drill rig must be capable of drilling from either side or back of carrier. Drill must have capability of drilling a maximum of forty ( 40) foot holes from road elevation. The Department will make the railroad steel available at the nearest KYTC D- 12 maintenance facility. The vendor will be responsible for picking up and delivering the railroad steel to the work site. The Department may assist with loading the railroad steel at the maintenance facility. Vendor shall return all unused railroad steel to the KYTC facility from which the material was obtained. Vendor must be able to drill and install 800 feet of railroad steel per 8 hour workday per drill. Leeway will be given for weather and unforeseen circumstances at the Department' s discretion.

Lot 3: Vendor to furnish and install cribbing at slide location as directed by Engineer. Vendor furnished cribbing must be galvanized guardrail, reinforced concrete panels, or equivalent material as approved by Engineer.

Lot 4: Perform excavation as the slide repair dictates or as directed by the Engineer. Obtain written permission from Engineer before wasting excavated material on right- of- way. If the Engineer deems no suitable sites are available within right- of- way, the vendor will be required to obtain off site waste areas at no additional cost to the Department. The vendor shall provide the Department with property owner agreements for each off site waste area. Backfill material shall meet requirements of Section 805 of the Kentucky Standard Specifications for Road and Bridge Construction, Current Edition Do not use excavated material from site as fill material.

Lot 5: Vendor to provide and install Class I Geotextile fabric in accordance with Section( s) 843 and 214 of the Kentucky Standard Specifications for Road and Bridge Construction, Current Edition When requested by the Department, the Vendor shall provide material certification certifying the material confirms to the specifications noted above.

Lot 6: Place cyclopean riprap on embankments at depths and thickness as directed by Engineer Material shall meet requirements of Section 805 of the Kentucky Standard Specifications for Road and Bridge Construction, Current Edition Vendor shall provide a certified weight ticket for every load. Payment will be made based upon the certified weight tickets for the installed quantity. The Engineer will use visual inspection and/or material testing as applicable to determine acceptability. Minimum Order - 150 Ton

Lot 7: Place cyclopean riprap on embankments at depths and thickness as directed by Engineer Material shall meet requirements of Section 805 of the Kentucky Standard Specifications for Road and Bridge Construction, Current Edition Vendor shall provide a certified weight ticket for every load. Payment will be made based upon the certified weight tickets for the installed quantity. The Engineer will use visual inspection and/or material testing as applicable to determine acceptability. Minimum Order - 300 Ton.

Lot 8: Excavate all necessary material required to facilitate the placement of cyclopean riprap. Which shall include, but not limited to: embankment benches, undercut for toe wall, loose and failed material. Obtain written permission from Engineer before wasting excavated material on right- of- way. If the Engineer deems no suitable sites are available within right- of- way, the vendor will be required to obtain off site waste areas at no additional cost to the Department. The vendor shall provide the Department with property owner agreements for each off- site waste area.

Lot 9: Excavate all necessary material required to facilitate the placement of cyclopean riprap. Excavation may include, but not limited to: creating embankment benches, undercut for toe wall, slipped or failed material. Obtain written permission from Engineer before wasting excavated material on right- of- way. If the Engineer deems no suitable sites are available within right- of- way, the vendor will be required to obtain off site waste areas at no additional cost to the Department. The vendor shall provide the Department with property owner agreements for each off- site waste area.

Lot 10: Remove guardrail as directed by the Engineer in accordance with Section **** of the Kentucky Standard Specifications for Road and Bridge Construction, Current Edition. Except the vendor shall take possession of the guardrail posts, offset blocks, terminal sections and guardrail components. The vendor shall deliver the w- beam rail sections to the nearest KYTC D- 12 maintenance facility. The Department will identify a location at the local maintenance facility for the Vendor to unload the w- beam rail sections. The Vendor shall stack w- beam rail 45 per bundle ( 3 wide, 15 high, overlapped).

Lot 11: Vendor furnished bucket truck with operator capable of cutting trees and limbs to a height sufficient to clear site for their drill mast. Operator must be properly trained for the bucket truck operations and wear the appropriate PPE' s.

Lot 12: Vendor shall supply traffic control in accordance with the following: MUTCD, KYTC standard drawings, KYTC sepia drawings and Section 112 of the Kentucky Standard Specifications for Road and Bridge Construction, Current Edition With permission from Engineer, the vendor may elect to use temporary traffic signals for portable signals with appropriate signing in accordance with MUTCD, KYTC standard drawings, KYTC sepia drawings. The hourly rate shall include everything required to confirm with the requirements noted above. Flaggers shall wear appropriate PPEs and must stay in constant communication with one another. If the Department intends to provide traffic control, this item will be omitted from the delivery order.

Lot 13: Cribbing ( Dept. provides material, vendor provides traffic control)