Drain Replacing Government Bids & RFPs

Lot 1: Unclassified excavation

Lot 2: Borrow

Lot 3: Dewatering

Lot 4: Structural excavation

Lot 5: Crushed rock foundation

Lot 6: Aggregate base

Lot 7: Boring and steel casing ( 18 in)

Lot 8: Boring and steel casing ( 24 in)

Lot 9: Boring and steel casing ( 30 in)

Lot 10: Boring ans steel casing ( 36 in)

Lot 11: Broing and steel casing ( 42 in)

Lot 12: Superpave, type s3

Lot 13: Superpave, type s5

Lot 14: Channel liner

Lot 15: Channel transition

Lot 16: Flume

Lot 17: Concrete joint sealing

Lot 18: Cutoff wall

Lot 19: Class a concrete

Lot 20: Pneumatically placed concrete

Lot 21: Structural steel

Lot 22: Reinforcing steel

Lot 23: Reinforced conrete pipe ( 12 in)

Lot 24: Reinforced conrete pipe ( 15 in)

Lot 25: Reinforced conrete pipe ( 18 in)

Lot 26: Reinforced conrete pipe ( 24 in)

Lot 27: Reinforced conrete pipe ( 30 in)

Lot 28: Reinforced conrete pipe( 36 in)

Lot 29: Reinforced conrete pipe( 42 in)

Lot 30: Reinforced conrete pipe ( 48 in)

Lot 31: Reinforced conrete pipe( 54 in)

Lot 32: Reinforced conrete pipe ( 60 in)

Lot 33: Reinforced conrete pipe ( 72 in)

Lot 34: REINFORCED CONRETE PIPE ( 12 IN O- Ring)

Lot 35: REINFORCED CONRETE PIPE ( 15 IN O- Ring)

Lot 36: REINFORCED CONRETE PIPE ( 18 IN O- Ring)

Lot 37: REINFORCED CONRETE PIPE ( 24 IN O- Ring)

Lot 38: REINFORCED CONRETE PIPE ( 30 IN O- Ring)

Lot 39: REINFORCED CONRETE PIPE( 36 IN O- Ring)

Lot 40: REINFORCED CONRETE PIPE ( 42 IN O- Ring)

Lot 41: REINFORCED CONRETE PIPE ( 48 IN O- Ring)

Lot 42: REINFORCED CONRETE PIPE ( 54 IN O- Ring)

Lot 43: REINFORCED CONRETE PIPE ( 60 IN O- Ring)

Lot 44: REINFORCED CONRETE PIPE ( 72 IN O- Ring)

Lot 45: Polypopelene pipe ( 12 in)

Lot 46: Polypopelene pipe ( 15 in)

Lot 47: Polypopelene pipe ( 18 in)

Lot 48: Polypopelene pipe ( 24 in)

Lot 49: Polypopelene pipe ( 30 in)

Lot 50: Polypopelene pipe ( 36 in)

Lot 51: Polypopelene pipe ( 42 in)

Lot 52: Polypopelene pipe ( 48 in)

Lot 53: Polypopelene pipe ( 54 in)

Lot 54: Polypopelene pipe ( 60 in)

Lot 55: Corrugated metal pipe ( 12 in)

Lot 56: Corrugated metal pipe ( 15 in)

Lot 57: Corrugated metal pipe ( 18 in)

Lot 58: Corrugated metal pipe ( 24 in)

Lot 59: Corrugated metal pipe ( 30 in)

Lot 60: Corrugated metal pipe ( 36 in)

Lot 61: Corrugated metal pipe ( 42 in)

Lot 62: Corrugated metal pipe ( 48 in)

Lot 63: Corrugated metal pipe ( 54 in)

Lot 64: Corrugated metal pipe ( 60 in)

Lot 65: Corrugated metal pipe ( 72 in)

Lot 66: Storm sewer manhole ( 4 foot diameter)

Lot 67: Storm sewer manhole ( 5 foot diameter)

Lot 68: Extra depth manhole wall

Lot 69: Raising manhole type 1

Lot 70: Lowering manhole type 1

Lot 71: Setting new manhole ring and cover

Lot 72: Inlet ( design no. 2- 0)

Lot 73: Inlet ( design no. 2- 1)

Lot 74: Inlet ( design no. 2- 2)

Lot 75: Inlet ( design no. 2- 3)

Lot 76: Resetting existing inlet frame and grate ( design no. 2- 0)

Lot 77: Resetting existing inlet frame and grate ( design no. 2- 1)

Lot 78: Resetting existing inlet frame and grate ( design no. 2- 2)

Lot 79: Resetting existing inlet frame and grate ( design no. 2- 3)

Lot 80: Replacing existing inlet frame and grate ( design no. 2- 0)

Lot 81: Replacing existing inlet frame and grate ( design no. 2- 1)

Lot 82: Replacing existing inlet frame and grate ( design no. 2- 2)

Lot 83: Replacing existing inlet frame and grate ( design no. 2- 3)

Lot 84: Traffic stripe plastic ( 6' wide)

Lot 85: Traffic stripe ( plural- componet) ( 6'' wide)

Lot 86: Structure removal manhole

Lot 87: Structure removal ( headwall less than 8 ft x 8 ft)

Lot 88: Structure removal inlet

Lot 89: Structure removal ( rcb 5 ft x 4 ft)

Lot 90: Structure removal ( concrete channel transition)

Lot 91: Structure removal ( channel liner)

Lot 92: Sidewalk removal ( all types)

Lot 93: Driveway removal ( all types)

Lot 94: Curb and gutter removal ( all types)

Lot 95: Pavement cut and repair ( asphalt)

Lot 96: Pavement cut and repair ( concrete)

Lot 97: Sawcut pavement

Lot 98: Sidewalk ( 5- inch)

Lot 99: Driveway ( 6- inch)

Lot 100: Gabions

Lot 101: Filter fabric

Lot 102: Type i plain rip- rap

Lot 103: Type ii plain rip rap with filter blanket

Lot 104: Type vi grouted rip rap

Lot 105: Perforated underdrain pipe ( 8inches)

Lot 106: Non- perforated underdrain pipe ( 8inches)

Lot 107: Beam type gueadrail ( single)

Lot 108: Chainlink fence- type ii

Lot 109: Curb and gutter

Lot 110: Pipe railing

Lot 111: Miscellaneous pipe work

Lot 112: Temporary silt fence

Lot 113: Temporary fiber log

Lot 114: Solid slab sodding

Lot 115: Seeding

Lot 116: Turf reinforcement mat ( trm)

Lot 117: High performance turf reinforcement mat ( hptrm)

Lot 118: Earth percussion anchor

Lot 119: Six arm interlocking 2 foot concrete armor unit

Lot 120: Tied concrete block mat

Lot 121: Articulated concete block

Lot 122: Remove and replace lawn irrigation pipe ( 1/2 in to 2 in dia. Pvc)

Lot 123: Remove and replace lawn irrigation head

Lot 124: 1 in irrigation control valve

Lot 125: Sheet piling

Lot 126: Clearing and grubbing

Lot 127: Survey 2 man crew

Lot 128: Concrete ( flowable fill)

Lot 1: ONLY ONLINE BIDS WILL BE ACCEPTED FOR THIS RFB. Emailed and hard copies delivered by any method WILL NOT BE ACCEPTED. On this line, Bidders must enter $ 0. 00 for Contract Amount in the e- procurement system. Actual Contract Amount must be entered on " Official Bid Document" and submitted as an attachment in the e- procurement system. 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. Entire Official Bid Document and Bid Bond ( if required) should be combined as one PDF and uploaded The home and 2 acre area it sits upon is threatened by slide potential from the pre- law related highwall located on the property and will be contained and serviced by new drainage infrastructure. As part of the initial phase of work, to contain the highwall, a shotcrete face was installed on the lower wall and a rockfall mesh on the upper wall, rock bolted where needed by GSI under state master agreement. As part of the secondary phase, an existing drainage path will be upgraded with a new under road pipe and rehabilitated rock ditch that discharges the water into existing drainage. Subdrain will be installed along the toe of the shotcrete and rockfall mesh wall to catch existing drainage and carry it out. A car port that was removed during the initial phase will be replaced. A concrete pad will be replaced that was needed during phase 1 for access, staging, and equipment. Utility lines and structures may need to be relocated and this will be done in accordance with AML and utility company specifications. The road leading away from the home will be repaved as necessary. The waste area is a 9 acre site located off the KY- **** near Pinsonfork, KY. Coordinates for the waste area: ****, - 82. 2338. The expected area of disturbance will be approximately 2. 6 acres/Anticipated waste from the project will be dirt, and rock debris that has slid down t