Modified Mount Government Bids & RFPs

Lot 1: See Specifications Section 1. 00 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 for their account prior to bid submission. This information will carry forward to a contract if awarded, therefore please ensure all information is correct.

Lot 2: Vendor supplied traffic control for drilled railroad rail drilling operation; Vendor shall provide flagging when requested. If Department provides traffic control, the flagging line item will not be included on the individual Delivery Order for Offset Drill with Operator. Item includes the appropriate number of flaggers for traffic control on the worksite. Each flagger will be paid at the hourly rate. With permission from the Engineer, the vendor may elect to use temporary traffic signals or portable traffic signals with appropriate signing in accordance with MUTCD or as directed by the Engineer. Vendor must also place and maintain appropriate work zone signing, flagger signs, flagger paddles, etc. in accordance with the MUTCD or as directed by the Engineer. Flagmen are required to wear appropriate safety equipment and must stay in constant communication with one another. Flaggers must work in accordance with Kentucky Dept of Highways Standard Drawings, in accordance with the MUTCD, and comply with Section 112 of the current Standard Specifications for Road and Bridge Construction at all times. Lane closures will only be permitted during daytime hours unless approved by the engineer. Payment will be made for the total number of man- hours worked for supplied traffic control each day. If vendor supplies portable traffic signals, payment by the man- hour will be based on number of man- hours flaggers would have been utilized instead of portable signals.

Lot 3: Vendor to provide used railroad rail. To be completed as stated in the extended description 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.

Lot 4: Vendor to install cribbing at slide location as directed by the Engineer. Extend wall cribbing 2 feet to 16 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. Use wall cribbing: recycled ( used) steel " w" beam guardrail shall be supplied by the KY Dept. of Transportation. Bolts, tie wire, welding, etc. needed to make the cribbing panels and attach to the drilled railroad rails will be furnished by the vendor. The Vendor is responsible for picking up the ( used) steel " W" beam guardrail at the local county Maintenance garage. Any unused ( used) steel " W" beam guardrail shall be returned to the maintenance garage by the vendor.

Lot 5: 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 16 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. If directed by the Engineer, additional excavation may be required to remove slide material from the roadway in order to maintain traffic or to eliminate the pavement break for future asphalt paving. Unless directed by the Engineer, excess excavation may be wasted at sites on the right- of- way, only if approved by the Engineer. 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 KY Dept. of Transportation. Excavation will be paid by field measurement.

Lot 6: Vendor to furnish backfill material. 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 embankment. 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 /23' s or larger to the bottom of pavement elevation and place DGA Base from the bottom of the pavement elevation to the top of the existing pavement separated with Geotextile fabric as directed by the engineer. Backfill material shall meet requirements of Section 805 of the Kentucky Standard Specifications for Road and Bridge Construction, Current Edition. Backfill material delivered to the project, will only be accepted with a certified weigh ticket. A conversion factor of 1. 3 tons per cubic yard will be used to pay for all gradations of aggregate Backfill material delivered to the project. The Engineer will use visual inspection and/or material testing, as applicable to determine acceptability. Geotextile fabric shall be provided by the vendor. Vendor to furnish backfill material and labor to install geotextile fabric.

Lot 7: Vendor furnished laborer to trim tree limbs, extend Department furnished culvert pipe through crib wall, and 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.

Lot 8: Vendor furnished bucket truck with operator capable of clearing tree limbs for a 40 feet drill mast. Vendor operator must be properly trained for the bucket truck operations and wear the appropriate safety equipment.

Lot 9: Vendor is to furnish and Install TY IV filter fabric for separation of the Backfill Material and Roadway Material. Payment per SQYD will include all labor, materials, and incidentals necessary to correctly install filter fabric in the slide area.

Lot 10: 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 16 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.

Lot 11: Vendor furnished cribbing material must be galvanized guardrail. The guardrail shall be delivered and paid in 12. 5 LF sections. 25 LF guardrail sections will be considered /accepted upon the engineer' s approval. The guardrail material must be corrosion resistant, hole punched as shown for standard guardrail installation, and straight. KYTC will unload the material. Minimum order of 5, 625 Sq. Ft. MODIFIED ROTARY DRILL WITH OPERATOR( S). DRILL TO BE TRUCK MOUNTED AND CAPABILITY OF DRILLING 7" TO 10" DIAMETER HOLES 40 FEET INTO SOIL AND ROCK. ROTARY DRILL MUST HAVE CAPACITY OF DRILLING OFFSET A MINIMUM OF FIVE ( 5) FEET FROM THE EDGE OF THE TIRE TO THE CENTER OF THE HOLES, DRILLING FROM EITHER SIDE OF THE CARRIER AND ON A 15% SLOPE. MAST JIB SHALL BE ABLE TO LIFT AND DROP INTO THE HOLES, STEEL RAILROAD RAILS UP TO 40 FEET IN LENGTH AND WEIGHING UP TO 2, 000 POUNDS. DRILL SHALL HAVE A MINIMUM 150 H. P. MOTOR AND AT LEAST A 300 CFM COMPRESSOR CAPABLE OF 16, 000 POUNDS OF PULL DOWN PRESSURE. PAYMENT WILL BE MADE ON THE PART OF THE RAIL THAT IS SATISFACTORILY PLACE BELOW GROUND LEVEL. NO PAYMENT WILL BE MADE FOR THE PART OF THE RAIL EXTENDING ABOVE THE HOLE. CONTRACTOR IS RESPONSIBLE FOR CUTTING ANY RAILROAD STEEL THAT IS NOT FLUSH WITH THE ESTIMATED FINISHED SHOULDER AFTER BEING DROPPED INTO DRILLED HOLES. CONTRACTOR MUST BE ABLE TO DRILL AND INSTALL 800 FT OF RAILROAD STEEL PER 8 HOUR WORKDAY. LEEWAY WILL BE GIVEN FOR WEATHER AND UNFORSEEN CIRCUMSTANCES AT THE DEPARTMENTS DISCRETION. THE TRANSPORTATION CABINET SHALL PROVIDE RAILROAD RAILS, MAKE NECESSARY SITE PREPARATION AND FURNISH NECESSARY TRAFFIC CONTROL.

Lot 12: Modified rotary drill with operator( s). Drill to be truck mounted and capability of drilling 7" to 10" diameter holes 40 feet into soil and rock. Rotary drill must have capacity of drilling offset a minimum of five ( 5) feet from the edge of the tire to the center of the holes, drilling from either side of the carrier and on a 15% slope. Mast jib shall be able to lift and drop into the holes, steel railroad rails up to 40 feet in length and weighing up to 2, 000 pounds. Drill shall have a minimum 150 h. P. Motor and at least a 300 cfm compressor capable of 16, 000 pounds of pull down pressure. Payment will be made on the part of the rail that is satisfactorily place below ground level. No payment will be made for the part of the rail extending above the hole. Contractor is responsible for cutting any railroad steel that is not flush with the estimated finished shoulder after being dropped into drilled holes. Contractor must be able to drill and install 800 ft of railroad steel per 8 hour workday. Leeway will be given for weather and unforseen circumstances at the departments discretion. The transportation cabinet shall provide railroad rails, make necessary site preparation and furnish necessary traffic control.

Lot 13: Vendor to provide used railroad rail. This includes drilling the hole, providing and placing the rail. 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. This line item shall be used for all work paid using FEDERAL funds. MODIFIED ROTARY DRILL WITH OPERATOR( S). DRILL TO BE TRUCK MOUNTED AND CAPABILITY OF DRILLING 7" TO 10" DIAMETER HOLES 40 FEET INTO SOIL AND ROCK. ROTARY DRILL MUST HAVE CAPACITY OF DRILLING OFFSET A MINIMUM OF FIVE ( 5) FEET FROM THE EDGE OF THE TIRE TO THE CENTER OF THE HOLES, DRILLING FROM EITHER SIDE OF THE CARRIER AND ON A 15% SLOPE. MAST JIB SHALL BE ABLE TO LIFT AND DROP INTO THE HOLES, STEEL RAILROAD RAILS UP TO 40 FEET IN LENGTH AND WEIGHING UP TO 2, 000 POUNDS. DRILL SHALL HAVE A MINIMUM 150 H. P. MOTOR AND AT LEAST A 300 CFM COMPRESSOR CAPABLE OF 16, 000 POUNDS OF PULL DOWN PRESSURE. PAYMENT WILL BE MADE ON THE PART OF THE RAIL THAT IS SATISFACTORILY PLACE BELOW GROUND LEVEL. NO PAYMENT WILL BE MADE FOR THE PART OF THE RAIL EXTENDING ABOVE THE HOLE. CONTRACTOR IS RESPONSIBLE FOR CUTTING ANY RAILROAD STEEL THAT IS NOT FLUSH WITH THE ESTIMATED FINISHED SHOULDER AFTER BEING DROPPED INTO DRILLED HOLES. CONTRACTOR MUST BE ABLE TO DRILL AND INSTALL 800 FT OF RAILROAD STEEL PER 8 HOUR WORKDAY. LEEWAY WILL BE GIVEN FOR WEATHER AND UNFORSEEN CIRCUMSTANCES AT THE DEPARTMENTS DISCRETION. THE TRANSPORTATION CABINET MAKE NECESSARY SITE PREPARATION AND FURNISH NECESSARY TRAFFIC CONTROL.

Lot 1: See Specification Section 1. 00 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 for their account prior to bid submission. This information will carry forward to a contract if awarded, therefore please ensure all information is correc

Lot 2: Vendor supplied traffic control for drilled railroad rail drilling operation; Vendor shall provide flagging when requested. If Department provides traffic control, the flagging line item will not be included on the individual Delivery Order for Offset Drill with Operator. Item includes the appropriate number of flaggers for traffic control on the worksite. Each flagger will be paid at the hourly rate. With permission from the Engineer, the vendor may elect to use temporary traffic signals or portable traffic signals with appropriate signing in accordance with MUTCD or as directed by the Engineer. Vendor must also place and maintain appropriate work zone signing, flagger signs, flagger paddles, etc. in accordance with the MUTCD or as directed by the Engineer. Flagmen are required to wear appropriate safety equipment and must stay in constant communication with one another. Flaggers must work in accordance with Kentucky Dept of Highways Standard Drawings, in accordance with the MUTCD, and comply with Section 112 of the current Standard Specifications for Road and Bridge Construction at all times. Lane closures will only be permitted during daytime hours unless approved by the engineer. Payment will be made for the total number of man- hours worked for supplied traffic control each day. If vendor supplies portable traffic signals, payment by the man- hour will be based on number of man- hours flaggers would have been utilized instead of portable signals.

Lot 3: Vendor to provide used railroad rail. To be completed as stated in the extended description 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.

Lot 4: Vendor to install cribbing at slide location as directed by the Engineer. Extend wall cribbing 2 feet to 16 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. Use wall cribbing: recycled ( used) steel " w" beam guardrail shall be supplied by the KY Dept. of Transportation. Bolts, tie wire, welding, etc. needed to make the cribbing panels and attach to the drilled railroad rails will be furnished by the vendor. The Vendor is responsible for picking up the ( used) steel " W" beam guardrail at the local county Maintenance garage. Any unused ( used) steel " W" beam guardrail shall be returned to the maintenance garage by the vendor.

Lot 5: 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 16 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. If directed by the Engineer, additional excavation may be required to remove slide material from the roadway in order to maintain traffic or to eliminate the pavement break for future asphalt paving. Unless directed by the Engineer, excess excavation may be wasted at sites on the right- of- way, only if approved by the Engineer. 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 KY Dept. of Transportation. Excavation will be paid by field measurement.

Lot 6: Vendor to furnish backfill material. 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 embankment. 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 /23' s or larger to the bottom of pavement elevation and place DGA Base from the bottom of the pavement elevation to the top of the existing pavement separated with Geotextile fabric as directed by the engineer. Backfill material shall meet requirements of Section 805 of the Kentucky Standard Specifications for Road and Bridge Construction, Current Edition. Backfill material delivered to the project, will only be accepted with a certified weigh ticket. A conversion factor of 1. 3 tons per cubic yard will be used to pay for all gradations of aggregate Backfill material delivered to the project. The Engineer will use visual inspection and/or material testing, as applicable to determine acceptability. Geotextile fabric shall be provided by the vendor. Vendor to furnish backfill material and labor to install geotextile fabric.

Lot 7: Vendor furnished laborer to trim tree limbs, extend Department furnished culvert pipe through crib wall, and 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.

Lot 8: Vendor furnished bucket truck with operator capable of clearing tree limbs for a 40 feet drill mast. Vendor operator must be properly trained for the bucket truck operations and wear the appropriate safety equipment.

Lot 9: Vendor is to furnish and Install TY IV filter fabric for separation of the Backfill Material and Roadway Material. Payment per SQYD will include all labor, materials, and incidentals necessary to correctly install filter fabric in the slide area.

Lot 10: 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 16 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.

Lot 11: Vendor furnished cribbing material must be galvanized guardrail. The guardrail shall be delivered and paid in 12. 5 LF sections. 25 LF guardrail sections will be considered /accepted upon the engineer' s approval. The guardrail material must be corrosion resistant, hole punched as shown for standard guardrail installation, and straight. KYTC will unload the material. Minimum order of 5, 625 Sq. Ft. MODIFIED ROTARY DRILL WITH OPERATOR( S). DRILL TO BE TRUCK MOUNTED AND CAPABILITY OF DRILLING 7" TO 10" DIAMETER HOLES 40 FEET INTO SOIL AND ROCK. ROTARY DRILL MUST HAVE CAPACITY OF DRILLING OFFSET A MINIMUM OF FIVE ( 5) FEET FROM THE EDGE OF THE TIRE TO THE CENTER OF THE HOLES, DRILLING FROM EITHER SIDE OF THE CARRIER AND ON A 15% SLOPE. MAST JIB SHALL BE ABLE TO LIFT AND DROP INTO THE HOLES, STEEL RAILROAD RAILS UP TO 40 FEET IN LENGTH AND WEIGHING UP TO 2, 000 POUNDS. DRILL SHALL HAVE A MINIMUM 150 H. P. MOTOR AND AT LEAST A 300 CFM COMPRESSOR CAPABLE OF 16, 000 POUNDS OF PULL DOWN PRESSURE. PAYMENT WILL BE MADE ON THE PART OF THE RAIL THAT IS SATISFACTORILY PLACE BELOW GROUND LEVEL. NO PAYMENT WILL BE MADE FOR THE PART OF THE RAIL EXTENDING ABOVE THE HOLE. CONTRACTOR IS RESPONSIBLE FOR CUTTING ANY RAILROAD STEEL THAT IS NOT FLUSH WITH THE ESTIMATED FINISHED SHOULDER AFTER BEING DROPPED INTO DRILLED HOLES. CONTRACTOR MUST BE ABLE TO DRILL AND INSTALL 800 FT OF RAILROAD STEEL PER 8 HOUR WORKDAY. LEEWAY WILL BE GIVEN FOR WEATHER AND UNFORSEEN CIRCUMSTANCES AT THE DEPARTMENTS DISCRETION. THE TRANSPORTATION CABINET SHALL PROVIDE RAILROAD RAILS, MAKE NECESSARY SITE PREPARATION AND FURNISH NECESSARY TRAFFIC CONTROL.

Lot 12: Modified rotary drill with operator( s). Drill to be truck- mounted and capability of drilling 7" to 10" diameter holes 40 feet into soil and rock. Rotary drill must have capacity of drilling offset a minimum of five ( 5) feet from the edge of the tire to the center of the holes, drilling from either side of the carrier and on a 15% slope. Mast jib shall be able to lift and drop into the holes steel railroad rails up to 40 feet in length and weighing up to 2, 000 pounds. Drill shall have a minimum 150 h. P. Motor and at least a 300 cfm compressor capable of 16, 000 pounds of pull down pressure. Payment will be made on the part of the rail that is satisfactorily placed below ground level. No payment will be made for the part of the rail extending above the hole. Contractor is responsible for cutting any railroad steel that is not flush with the estimated finished shoulder after being dropped into drilled holes. Contractor must be able to drill and install 800 ft of railroad steel per 8- hour workday. Leeway will be given for weather and unforeseen circumstances at the department' s discretion. The transportation cabinet shall provide railroad rails, make necessary site preparation and furnish necessary traffic control.

Lot 13: Vendor to provide used railroad rail. This includes drilling the hole, providing and placing the rail. 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. This line item shall be used for all work paid using STATE funds. MODIFIED ROTARY DRILL WITH OPERATOR( S). DRILL TO BE TRUCK MOUNTED AND CAPABILITY OF DRILLING 7" TO 10" DIAMETER HOLES 40 FEET INTO SOIL AND ROCK. ROTARY DRILL MUST HAVE CAPACITY OF DRILLING OFFSET A MINIMUM OF FIVE ( 5) FEET FROM THE EDGE OF THE TIRE TO THE CENTER OF THE HOLES, DRILLING FROM EITHER SIDE OF THE CARRIER AND ON A 15% SLOPE. MAST JIB SHALL BE ABLE TO LIFT AND DROP INTO THE HOLES, STEEL RAILROAD RAILS UP TO 40 FEET IN LENGTH AND WEIGHING UP TO 2, 000 POUNDS. DRILL SHALL HAVE A MINIMUM 150 H. P. MOTOR AND AT LEAST A 300 CFM COMPRESSOR CAPABLE OF 16, 000 POUNDS OF PULL DOWN PRESSURE. PAYMENT WILL BE MADE ON THE PART OF THE RAIL THAT IS SATISFACTORILY PLACE BELOW GROUND LEVEL. NO PAYMENT WILL BE MADE FOR THE PART OF THE RAIL EXTENDING ABOVE THE HOLE. CONTRACTOR IS RESPONSIBLE FOR CUTTING ANY RAILROAD STEEL THAT IS NOT FLUSH WITH THE ESTIMATED FINISHED SHOULDER AFTER BEING DROPPED INTO DRILLED HOLES. CONTRACTOR MUST BE ABLE TO DRILL AND INSTALL 800 FT OF RAILROAD STEEL PER 8 HOUR WORKDAY. LEEWAY WILL BE GIVEN FOR WEATHER AND UNFORSEEN CIRCUMSTANCES AT THE DEPARTMENTS DISCRETION. THE TRANSPORTATION CABINET MAKE NECESSARY SITE PREPARATION AND FURNISH NECESSARY TRAFFIC CONTROL.

Lot 1: Partnering

Lot 2: Community Relations Support

Lot 3: Stormwater Compliance

Lot 4: FCDMC ROW Permit

Lot 5: Environmental Mitigation Compliance

Lot 6: Compliance with Migratory Bird Treaty Act

Lot 7: 404 Permit Compliance

Lot 8: Bid Document Escrow

Lot 9: Rideability

Lot 10: Price Adjustment for Bituminous Materials

Lot 11: Uniformed Off- Duty Law Enforcement Officer

Lot 12: Dewatering

Lot 13: Description UOM Qty

Lot 14: Roadway Excavation

Lot 15: Channel Excavation

Lot 16: Earthwork for Retention Basins

Lot 17: Riprap, D50= 6 in

Lot 18: Riprap, D50= 9 in

Lot 19: Riprap, D50= 12 in

Lot 20: Riprap, D50= 16 in

Lot 21: Grouted Riprap, D50= 12 in

Lot 22: Erosion Control, Rock Mulch, Gradation C ( 1 in- 3 in)

Lot 23: Aggregate Base Course

Lot 24: Structural Excavation

Lot 25: Structural Backfill

Lot 26: Structural Concrete ADOT Class S, fc= **** PSI

Lot 27: Structural Concrete ADOT Class S, fc= **** PSI

Lot 28: Disposal, Non- Hazardous

Lot 29: Aggregate Base Course

Lot 30: Truck Mounted Attenuator

Lot 31: Changeable Message Board for Public Notification ( Each Board/Day of Use)

Lot 32: 30 ft R Directional Curb Ramp Attached SW Dual Ramp MAG Det 237- 1

Lot 33: Adjust Exist Manhole Frame & Cover, MAG Det 422, Type A

Lot 34: Adjust Valve Box & Cover, MAG Det 391- 1- A

Lot 35: Remove Headwall

Lot 36: Remove Scupper

Lot 37: Remove Sidewalk Ramps

Lot 38: Remove Post

Lot 39: Remove Junction Structure

Lot 40: Remove Gate

Lot 41: Remove and Salvage Street Light

Lot 42: Remove and Salvage Traffic Sign Assembly

Lot 43: Remove Pull Box

Lot 44: Remove Traffic Pole Foundation

Lot 45: Remove and Salvage Traffic Signal Pole and Mast Arm

Lot 46: Remove and Salvage Traffic Signal Cabinet

Lot 47: Remove and Salvage Luminaire Mast Arm

Lot 48: Remove and Salvage Video Detection System

Lot 49: Relocate Water Meter, City of Glendale Det G- 642

Lot 50: Relocate Water Meter, City of Peoria Det PE- 363

Lot 51: Impact Attenuation Device

Lot 52: Impact Attenuation Device, ( Each Device/Day of Use)

Lot 53: Impact Attenuation Device Relocation

Lot 54: Survey Marker, Type A, MAG Det 120

Lot 55: Furnish and Install Barrier Attenuator

Lot 56: 6 ft x 24 ft Chain Link Fence Gate, MAG Det 160

Lot 57: Plant - 24 in Box

Lot 58: Shrubs - 5 gal

Lot 59: Accent - 5 gal

Lot 60: 1 in Reduced Pressure Backflow Assembly & Enclosure ( City of Peoria 352- 1)

Lot 61: Automatic Controller

Lot 62: Flow Sensor

Lot 63: Master Valve Assembly

Lot 64: 1- 1/2 in Ball Valve Assembly, City of Peoria

Lot 65: 1 in Drip Remote Control Valve Assembly ( Peoria)

Lot 66: Multi Port Pressure Compensating Emitter ( Glendale)

Lot 67: 1- 1/2 in Reduced Pressure Backflow Assembly & Enclosure ( COG G- 669 & G- 673)

Lot 68: Battery Operated Irrigation Controller

Lot 69: Thermoplastic/Preformed Symbol Lane Reduction Arrow

Lot 70: Thermoplastic/Preformed Symbol Left Turn Arrow

Lot 71: Thermoplastic/Preformed Symbol Right Turn Arrow

Lot 72: Reflectorized Raised Pavement Marker ( Type D, Yellow, 2- Way)

Lot 73: Reflectorized Raised Pavement Marker ( Type G, Clear, 1- Way)

Lot 74: Perforated Sign Post Foundation, Det ****

Lot 75: No. 5 Pull Box

Lot 76: No. 7 Pull Box with Extension

Lot 77: Pole Foundation, Type PE05D, Peoria Det PE- 080- 10

Lot 78: Pole Foundation, Type PEO14D, Peoria Det PE- 080- 10

Lot 79: Pole Foundation, City of Glendale Det F- 1

Lot 80: Pole Foundation, Type G ( ADOT Std Dwg T- SL 4. 07, or COP PE- 150)

Lot 81: P Cabinet Foundation, Peoria Det PE- 083- 2

Lot 82: Traffic Control Cabinet Courtesy Pad ( Det PE- 082) ( City of Peoria)

Lot 83: Video Image Detection System, 2 Approaches

Lot 84: Signal Pole, Type PEO5D 10 ft, Peoria Det PE- 080- 09

Lot 85: Signal Pole, Type G, ADOT Std Dwg T- SL 4. 07

Lot 86: Streetlight Pole, City of Glendale Std Dwg P1

Lot 87: Signal Pole, Type PEO14D, Peoria Det PE- 080- 2

Lot 88: 40 ft Mast Arm

Lot 89: Electrical Service Pedestal System ( Lighting)

Lot 90: Controller Cabinet Assembly. Peoria Det PE- 083- 2

Lot 91: Fire Pre- emption Equipment

Lot 92: Signal Indication Type F Signal Face Type II Plumbizer Mount Asm Det **** Instal

Lot 93: Signal Indication Type F Signal Face Type Sky Mount

Lot 94: Signal Indication Type F Signal Face Type VII Mount Asm Det ****

Lot 95: Signal Indication Type G Signal Face Type XI Side Mount Asm Det ****

Lot 96: Signal Indication Type G Signal Face Type II Plumbizer Mount Asm Det ****

Lot 97: Signal Ind Type G Signal Face Type II Plumbizer Mount Asm Det **** Install Only

Lot 98: Signal Indication Type F Mod Signal Face Type XI Side Mount Asm Det ****

Lot 99: Pedestrian Signal Indication Type V Mount Asm Det ****

Lot 100: ADOT Type II Barrier Mounted Junction Box ( ADOT Std Det SD 1. 30)

Lot 101: Luminaire, Mast Arm 20 ft

Lot 102: Luminaire Mast Arm, 18 ft, ( ADOT Std Dwg T- SL 4. 29)

Lot 103: Luminaire Mast Arm, 12 Ft by 8 Ft, City of Glendale Det A6

Lot 104: LED Luminaire, Horizontal Mount ( GE Evolve ERL2- 0- 19- C3- 30- A- Gray w/PEC)

Lot 105: LED Luminaire, Horizontal Mount ( Atbhn ATBM- P10- MVOLT- R2- 3K- MP- NL- P7- ****

Lot 106: LED Luminaire, Underdeck ( W4GLED- ****- 30K- T3M- MVOLT- SPD- P7- BZSPD)

Lot 107: Internally Illuminated Street Name Sign

Lot 108: ITS Pull Box ( COP Detail PE- 071)

Lot 109: ITS Type B Pull Box Det ****- 2

Lot 110: ITS Type E Pull Box Det ****

Lot 111: ITS Type E ( Split) Pull Box

Lot 112: CCTV with Quadcam

Lot 113: Concrete Scupper, MAG Det 206, S/W= 6 ft, 2- 4 ft Curb Opening

Lot 114: Concrete Scupper, MAG Det 206, S/W= 8 ft, 2- 4 ft Curb Opening

Lot 115: Concrete Scupper, MAG Det 206, S/W= 8 ft, 3- 4 ft Curb Opening

Lot 116: Concrete Scupper, MAG Det 206, S/W= 8 ft, 5- 4 ft Curb Opening

Lot 117: Triple Catch Basin, ADOT C- ****, Modified

Lot 118: Catch Basin, MAG Det 542- 1, Type M- 1, L= 17 ft

Lot 119: Sediment Trap, MAG Det OROW- 511

Lot 120: Concrete Junction Box, 1- 48 in ( in) 2- 36 in ( out), Special Det D2

Lot 121: Bollard, Type 1, 6 in Diameter, MAG Det 140

Lot 122: Headwall, Det ****, Straight Type, 18 in Pipe, Modified

Lot 123: Headwall, Det ****, Straight Type, 2- 30 in Pipe, Modified

Lot 124: Headwall, Det ****, U Type, 18 in Pipe, Modified

Lot 125: Headwall, Det ****, U Type, 24 in Pipe, Modified

Lot 126: Headwall, Det ****, U Type, 36 in Pipe, Modified

Lot 127: Headwall, Drop Inlet, MAG Det 501- 5, 18 in Pipe, Modified

Lot 128: Headwall, Drop Inlet, MAG Det 501- 5, 24 in Pipe, Modified

Lot 129: Headwall, Drop Inlet, MAG Det 501- 5, 48 in Pipe, Modified

Lot 130: Outlet Barrier Gate for 24 in Pipe, ADOT Std. Det C- ****

Lot 131: Outlet Barrier Gate for 36 in Pipe, ADOT Std. Det C- ****

Lot 132: Headwall, Outlet, Special Detail

Lot 133: Install 12 in ACP to DIP Coupling, Glendale Approved Products

Lot 134: Remove Existing Fire Hydrant and Replace, Peoria Det PE- 360

Lot 135: Remove Existing Fire Hydrant and Relocate, Glendale Det G- 660

Lot 136: 12 in Cap on Existing Waterline, per MAG Section ****

Lot 137: Pipe Plug, MAG Det 427, 18 in Pipe

Lot 138: Pipe Plug, MAG Det 427, 36 in Pipe

Lot 139: Storm Drain Manhole, MAG Det 520 & 522

Lot 140: Storm Drain Outlet, ADOT Det C- ****

Lot 141: Drywell, MaxWell Plus or Equal, Basic Depth 30 ft

Lot 142: 12 in Gate Valve with Box & Cover

Lot 143: Install New Air Release Valve, City of Glendale Detail G- 646

Lot 144: Provide Water Service ( 1- 1/2 in)

Lot 145: Restrainer, Vertical Expansion

Lot 146: Restrainer, Fixed

Lot 147: Elastomeric Bearing Pads

Lot 148: Epoxy- Coated Steel Spacers for Casing Pipe

Lot 149: Valve Vault for Combination Air Release/Vacuum Valve

Lot 150: Connection to Existing Manhole

Lot 151: Internal Drop Connection for Existing Manhole

Lot 152: Combination Air Release/Vacuum Valve

Lot 153: Headwall, Det ****, U Type, 18 in Pipe

Lot 154: Furnish Water ( Paid as MGALLONS)

Lot 155: Erosion Control, 9 in Sediment Wattle

Lot 156: Erosion Control, 20 in Sediment Wattle

Lot 157: Erosion Control, Inlet Protection

Lot 158: Vertical Curb & Gutter, Type A, H= 6 in, MAG Det 220

Lot 159: Single Curb, Type B, MAG Det 222

Lot 160: Remove Pipe, Backfill & Compact, D

Lot 161: Remove Concrete Curb & Gutter

Lot 162: Remove Concrete Single Curb

Lot 163: Remove Asbestos Cement Pipe

Lot 164: Remove Guardrail

Lot 165: Remove Barbed Wire Fence

Lot 166: Remove Chain Link Fence

Lot 167: Remove Block Wall

Lot 168: Portable Concrete Barrier, PCB

Lot 169: Portable Concrete Barrier, ( LF Barrier/Day of Use)

Lot 170: Portable Concrete Barrier Relocation

Lot 171: 6 ft Chain Link Fence, Type 1, ADOT C- ****

Lot 172: Barbed Wire Fence, Type 1, ADOT C- ****

Lot 173: 3 in Sch 40 PVC Irrigation Pipe Sleeve

Lot 174: 6 in Sch 40 PVC Irrigation Pipe Sleeve

Lot 175: Sch. 40 PVC Irrigation Pipe 3/4 in

Lot 176: Sch. 40 PVC Irrigation Pipe 1- 1/2 in

Lot 177: 4 in White Traffic Paint Stripe

Lot 178: 4 in Yellow Traffic Paint Stripe

Lot 179: 4 in White Thermoplastic Traffic Stripe

Lot 180: Perforated Sign Post

Lot 181: Sch. 40 PVC Electrical Conduit 1 in w/1/4 in Nyl PR # 8 Bare Copper Wire Trench

Lot 182: Sch. 40 PVC Elec. Cond. 2 in w/1/4 in Nyl PR # 8 Bare Copper Wire Trench

Lot 183: Sch. 40 Galvanized Electrical Conduit 2 in

Lot 184: Sch. 40 PVC Elec. Cond. 2 1/2 in with 1/4 in Nyl PR # 8 Bare Copper Wire Trench

Lot 185: Sch. 40 PVC Elec. Cond. 3 in with 1/4 in Nyl PR # 8 Bare Copper Wire Trench

Lot 186: Sch. 40 PVC Elec. Cond. 3 in w/1/4 in Nyl PR # 8 Bare Copper Wire HDD

Lot 187: 3- 3 in PVC Fiber Optic Conduits with # 8 Copper Wire ( Modified Det ****)

Lot 188: 4- 1 1/4 in PVC Fiber Optic Cond. w/# 12 Copper Wire ( Trench), Peoria Det PE- 070

Lot 189: Fiber Optic Cable, Single Mode 12

Lot 190: Fiber Optic Cable, Single Mode 144

Lot 191: Concrete Scupper Spillway, MAG Det 206, 2- 4 ft Curb Opening

Lot 192: Concrete Scupper Spillway, MAG Det 206, 3- 4 ft Curb Opening

Lot 193: Concrete Scupper Spillway, MAG Det 206, 5- 4 ft Curb Opening

Lot 194: Safety Rail, Height 3 ft - 6 in, MAG Det 145

Lot 195: 12 in Ductile Iron Pipe Waterline with Fittings

Lot 196: 12 in Ductile Iron Pipe Waterline with Fittings ( On Structure)

Lot 197: 12 in HDPE Temporary Waterline By- Pass

Lot 198: Concrete Encasement with Reinforcement, 12 in Pipe, MAG Det 404

Lot 199: 18 in RGRCP, Class IV

Lot 200: 24 in RGRCP, Class IV

Lot 201: 30 in RGRCP, Class IV

Lot 202: 36 in RGRCP, Class IV

Lot 203: 48 in RGRCP, Class IV

Lot 204: Drilled Shaft Foundation, 6. 5 ft Diameter

Lot 205: Drilled Shaft Foundation, 8 ft Diameter

Lot 206: Bridge Deck Joint Assembly Strip Seal

Lot 207: Precast/Prestressed Concrete Beam ( Bulb Tee 50 in)

Lot 208: Vehicular Barrier

Lot 209: Ped Curb without Fence

Lot 210: Bridge - Pedestrian Barrier Steel Fencing including paint finish

Lot 211: Bridge - Vehicular Barrier Steel Fencing including paint finish

Lot 212: Steel Casing Pipe Sleeve, ASTM A- 283 Grade C, 20 in Dia. x **** in Thick

Lot 213: 12 in HDPE

Lot 214: Vertical Curb & Gutter, Type A, H= 6 in, MAG Det 220

Lot 215: 18 in RGRCP, Class IV

Lot 216: Mobilization/Demobilization

Lot 217: Clearing and Grubbing

Lot 218: Traffic Control

Lot 219: Electrical Conductors ( Streetlighting)

Lot 220: Electrical Conductors ( TS- Northern/103rd Ave)

Lot 221: Electrical Conductors ( New River Trail Underdeck Lighting)

Lot 222: Contractor Quality Control

Lot 223: Construction Surveying and Layout ( Heavy)

Lot 224: Construction Surveying and Layout ( Highway)

Lot 225: Utility Hanger Support System

Lot 226: 12 in Water Pipe Hanger Support System

Lot 227: 20 in Sewer Casing Hanger Support System

Lot 228: Support of Excavation ( SOE), Earthwork, Backfill

Lot 229: 12 in HDPE Fittings

Lot 230: Reinforcing Steel

Lot 231: Maintenance Road, FCD Det FCD201- 2 ( with excavation)

Lot 232: Maintenance Road, FCD Det FCD201- 4 ( with excavation)

Lot 233: Pavement Replacement, MAG Det 200, T Top

Lot 234: Concrete Sidewalk, MAG Det 230

Lot 235: Driveway Entrance, MAG Det 250- 1, Commercial/Industrial

Lot 236: Driveway 9 in Thick Class A Concrete

Lot 237: Driveway, City of Peoria Std Det PE- 251- 2

Lot 238: Remove Sidewalk

Lot 239: Remove Concrete Driveway

Lot 240: Remove Concrete Spillway

Lot 241: Flat Sheet Aluminum Sign Panel, High Intensity Grade

Lot 242: Reinforced Concrete Approach Slab

Lot 243: Bridge - Painting

Lot 244: Bridge - Metal Panels at Columns

Lot 245: Bridge - Sandblasting

Lot 246: Erosion Control, Construction Entrance/Exit Gravel Pad

Lot 247: Subgrade Preparation

Lot 248: Portland Cement Concrete Pavement ( PCCP) 8 in Thick

Lot 249: Removal of Pavement

Lot 250: Decomposed Granite, 2 in Thick, MAG Det 607- 1

Lot 251: Decomposed Granite, 2 in Thick, Match Existing

Lot 252: Subgrade Preparation

Lot 253: Asphalt Concrete Pavement ( Superpave 1/2 in Mix, High Traffic)

Lot 254: Asphalt Concrete Pavement ( Superpave 3/4 in Mix, High Traffic)

Lot 255: Bituminous Tack Coat SS- 1h or CSS- 1h, Diluted

Lot 256: Asphalt Concrete Pavement ( Superpave 3/4 in Mix, High Traffic)