Renovation of a mixed-use development in Monongah, West Virginia. Completed plans call for the renovation of a municipal facility.

Electronic sets of Bidding Documents may be obtained from electronically for the following costs: Bidding Documents issued as digital drawings and digital specifications, are available for $30.00 per set via the following link: portal. The Work will be substantially completed within 360 days after the date when the Contract Times commence to run, and completed and ready for final payment within 390 days after the date when the Contract Times commence to run. Liquidated damages shall be $1,000/day. A two envelope system will be used. Envelope No. 1 must have the following information presented on the front: Name and address of Bidder Bid on - Phase II - Proposed Sanitary Sewer System Improvements Project Received by the Town of Monongah Envelope No. 2 labeled "Bid Proposal" shall also be placed inside of Envelope #1. Envelope No. 1 will be opened first and the Bid Opening Requirement items checked for compliance as outlined on the Bid Opening Checklist on page BOR - 1 of these contract documents. If such documents are found to be in order, Envelope No. 2 "Bid Proposal", will then be opened and will be publicly read aloud. If the documents required to be contained in Envelope No. 1 are not in order, Envelope No. 2 "Bid Proposal" will not be opened and the Bid will be considered non-responsive and will be returned to the Bidder. Contractors are required to comply with all laws pertaining to prevailing wage rates for the federal wage rates issued in accordance with the Davis Bacon Act. A Bidder may not withdraw his Bid for a period of ninety (90) days after the date set for the opening of Bids. Bids shall be accompanied by a certified check or Bid Bond payable to the Town of Monongah, for an amount equal to five percent (5%) of the Total Bid. Bidders must hold a current West Virginia contractor's license on the date of Bid Opening. The Town of Monongah reserves the right to reject any and all Bids. The approximate quantities of work to be bid upon are described as follows: 1 LS Mobilization/Demobilization, 1 LS Erosion and Sediment Controls, 1 LS Video Taping of Project Area, 1 LS Temporary Bypass Pumping, 25 LF Remove Existing Sewer and Replace with 12" PVC SDR 35 Gravity Sewer Line (0'-6' Deep), 5 LF Remove Existing Sewer and Replace with 12" PVC SDR 35 Gravity Sewer Line (6'-9' Deep), 275 LF Remove Existing Sewer and Replace with 12" PVC SDR 35 Gravity Sewer Line (9'-12' Deep), 595 LF Remove Existing Sewer and Replace with 10" PVC SDR 35 Gravity Sewer Line (6'-9' Deep), 80 LF Remove Existing Sewer and Replace with 10" PVC SDR 35 Gravity Sewer Line (9'-12' Deep), 230 LF Remove Existing Sewer and Replace with 10" Ductile Iron CL 50 Push Joint Gravity Sewer Line (0'-6' Deep), 50 LF Remove Existing Sewer and Replace with 10" Ductile Iron CL 50 Push Joint Gravity Sewer Line (6'-9' Deep), 595 LF Remove Existing Sewer and Replace with 8" PVC SDR 35 Gravity Sewer Line (0'-6' Deep), 560 LF Remove Existing Sewer and Replace with 8" PVC SDR 35 Gravity Sewer Line (6'-9' Deep), 425 LF Remove Existing Sewer and Replace with 8" PVC SDR 35 Gravity Sewer Line (9'-12' Deep), 20 LF Remove Existing Sewer and Replace with 8" PVC SDR 35 Gravity Sewer Line (12'-15' Deep), 440 LF Remove Existing Sewer and Replace with 8" Ductile Iron CL 50 Push Joint Gravity Sewer Line (0'-6' Deep), 295 LF Remove Existing Sewer and Replace with 8" Ductile Iron CL 50 Push Joint Gravity Sewer Line (6'-9' Deep), 120 LF Remove Existing Sewer and Replace with 8" Ductile Iron CL 50 Push Joint Gravity Sewer Line (9'-12' Deep), 415 LF Remove Existing Sewer and Replace with 6" PVC SDR 35 Gravity Sewer Line (0'-6' Deep), 20 LF Install New 12" Ductile Iron CL 50 Push Joint Gravity Sewer Line (0'-6' Deep), 190 LF Install New 10" PVC SDR 35 Sewer Line (0'-6' Deep), 105 LF Install New 10" PVC SDR 35 Sewer Line (6'-9' Deep), 165 LF Install New 10" PVC SDR 35 Sewer Line (9'-12' Deep), 275 LF Install New 10" Ductile Iron CL 50 Push Joint Gravity Sewer Line (0'-6' Deep), 285 LF Install New 10" Ductile Iron CL 50 Push Joint Gravity Sewer Line (6'-9' Deep), 25 LF Install New 10" Ductile Iron CL 50 Push Joint Gravity Sewer Line (9'-12' Deep), 35 LF Install New 10" Ductile Iron CL 50 Push Joint Gravity Sewer Line (12'-15' Deep), 50 LF Install New 10" Ductile Iron CL 50 Push Joint Gravity Sewer Line (15-Up'), 1,325 LF Install New 8" PVC SDR 35 Gravity Sewer Line (0'-6' Deep), 890 LF Install New 8" PVC SDR 35 Gravity Sewer Line (6'-9' Deep), 235 LF Install New 8" PVC SDR 35 Gravity Sewer Line (9'-12' Deep), 180 LF Install New 8" Ductile Iron CL 50 Push Joint Gravity Sewer Line (0'-6' Deep), 335 LF Install New 8" Ductile Iron CL 50 Push Joint Gravity Sewer Line (6'-9' Deep), 165 LF Install New 8" Ductile Iron CL 50 Push Joint Gravity Sewer Line (9'-12' Deep), 100 LF Install New 8" Ductile Iron CL 50 Push Joint Gravity Sewer Line (12'-15' Deep), 50 LF Install New 8" Ductile Iron CL 50 Push Joint Gravity Sewer Line (15'-Up), 1,420 LF Install New 6" PVC SDR 35 Gravity Sewer Line (0'-6' Deep), 320 LF Install New 6" PVC SDR 35 Gravity Sewer Line (6'-9' Deep), 25 LF Install New 6" PVC SDR 35The approximate quantities of work to be bid upon are described as follows: 1 LS Mobilization/Demobilization, 1 LS Erosion and Sediment Controls, 1 LS Video Taping of Project Area, 1 LS Temporary Bypass Pumping, 25 LF Remove Existing Sewer and Replace with 12" PVC SDR 35 Gravity Sewer Line (0'-6' Deep), 5 LF Remove Existing Sewer and Replace with 12" PVC SDR 35 Gravity Sewer Line (6'-9' Deep), 275 LF Remove Existing Sewer and Replace with 12" PVC SDR 35 Gravity Sewer Line (9'-12' Deep), 595 LF Remove Existing Sewer and Replace with 10" PVC SDR 35 Gravity Sewer Line (6'-9' Deep), 80 LF Remove Existing Sewer and Replace with 10" PVC SDR 35 Gravity Sewer Line (9'-12' Deep), 230 LF Remove Existing Sewer and Replace with 10" Ductile Iron CL 50 Push Joint Gravity Sewer Line (0'-6' Deep), 50 LF Remove Existing Sewer and Replace with 10" Ductile Iron CL 50 Push Joint Gravity Sewer Line (6'-9' Deep), 595 LF Remove Existing Sewer and Replace with 8" PVC SDR 35 Gravity Sewer Line (0'-6' Deep), 560 LF Remove Existing Sewer and Replace with 8" PVC SDR 35 Gravity Sewer Line (6'-9' Deep), 425 LF Remove Existing Sewer and Replace with 8" PVC SDR 35 Gravity Sewer Line (9'-12' Deep), 20 LF Remove Existing Sewer and Replace with 8" PVC SDR 35 Gravity Sewer Line (12'-15' Deep), 440 LF Remove Existing Sewer and Replace with 8" Ductile Iron CL 50 Push Joint Gravity Sewer Line (0'-6' Deep), 295 LF Remove Existing Sewer and Replace with 8" Ductile Iron CL 50 Push Joint Gravity Sewer Line (6'-9' Deep), 120 LF Remove Existing Sewer and Replace with 8" Ductile Iron CL 50 Push Joint Gravity Sewer Line (9'-12' Deep), 415 LF Remove Existing Sewer and Replace with 6" PVC SDR 35 Gravity Sewer Line (0'-6' Deep), 20 LF Install New 12" Ductile Iron CL 50 Push Joint Gravity Sewer Line (0'-6' Deep), 190 LF Install New 10" PVC SDR 35 Sewer Line (0'-6' Deep), 105 LF Install New 10" PVC SDR 35 Sewer Line (6'-9' Deep), 165 LF Install New 10" PVC SDR 35 Sewer Line (9'-12' Deep), 275 LF Install New 10" Ductile Iron CL 50 Push Joint Gravity Sewer Line (0'-6' Deep), 285 LF Install New 10" Ductile Iron CL 50 Push Joint Gravity Sewer Line (6'-9' Deep), 25 LF Install New 10" Ductile Iron CL 50 Push Joint Gravity Sewer Line (9'-12' Deep), 35 LF Install New 10" Ductile Iron CL 50 Push Joint Gravity Sewer Line (12'-15' Deep), 50 LF Install New 10" Ductile Iron CL 50 Push Joint Gravity Sewer Line (15-Up'), 1,325 LF Install New 8" PVC SDR 35 Gravity Sewer Line (0'-6' Deep), 890 LF Install New 8" PVC SDR 35 Gravity Sewer Line (6'-9' Deep), 235 LF Install New 8" PVC SDR 35 Gravity Sewer Line (9'-12' Deep), 180 LF Install New 8" Ductile Iron CL 50 Push Joint Gravity Sewer Line (0'-6' Deep), 335 LF Install New 8" Ductile Iron CL 50 Push Joint Gravity Sewer Line (6'-9' Deep), 165 LF Install New 8" Ductile Iron CL 50 Push Joint Gravity Sewer Line (9'-12' Deep), 100 LF Install New 8" Ductile Iron CL 50 Push Joint Gravity Sewer Line (12'-15' Deep), 50 LF Install New 8" Ductile Iron CL 50 Push Joint Gravity Sewer Line (15'-Up), 1,420 LF Install New 6" PVC SDR 35 Gravity Sewer Line (0'-6' Deep), 320 LF Install New 6" PVC SDR 35 Gravity Sewer Line (6'-9' Deep), 25 LF Install New 6" PVC SDR 35 Gravity Sewer Line (9'-12' Deep), 5 LF Install New 6" PVC SDR 35 Gravity Sewer Line (12'-15' Deep), 215 LF Install New 6" Ductile Iron CL 50 Push Joint Gravity Sewer Line (0'-6' Deep), 155 LF Install New 6" Ductile Iron CL 50 Push Joint Gravity Sewer Line (6'-9' Deep), 55 LF Install New 6" Ductile Iron CL 50 Push Joint Gravity Sewer Line (9'-12' Deep), 70 LF Install New 8" HDPE Gravity Sewer Line (Horizontal Directional Drill), 1,050 LF Sewer Line Cleaning, 115 VF Manhole Cleaning, 190 LF 18" Steel Casing (Bore & Jack) w/ 10" DI Carrier Pipe, 55 LF 16" Steel Casing (Bore & Jack) w/ 8" PVC Carrier Pipe, 145 LF 16" Steel Casing (Bore & Jack) w/ 8" DI Carrier Pipe, 65 LF 16" Steel Casing (Open Cut) w/ 8" PVC Carrier Pipe, 90 LF 16" Steel Casing (Open Cut) w/ 8" DI Carrier Pipe, 20 LF 12" Steel Casing (Open Cut) w/ 6" PVC Carrier Pipe, 23 EA Remove Existing Manhole and Replace with 48" Diameter Manhole Base, Cone Top, Watertight Frame and Cover, 51 EA Install New 48" Diameter Manhole Base, Cone Top, Watertight Frame and Cover, 2 EA Install New 48" Diameter Straddle Manhole Base, Cone Top, Watertight Frame and Cover, 1 EA Install New 60" Diameter Manhole Base, Cone Top, Watertight Frame and Cover, 155 VF 48" Diameter Concrete Manhole Riser Pipe, 10 VF 60" Diameter Concrete Manhole Riser Pipe, 6 EA Inside Drop Manhole Connection (2' to 6'), 3 EA Inside Drop Manhole Connection (6' and up), 5 EA Concrete Anchor , 14 EA Tie New Sewer Line Into Existing Manhole, 2 EA Modify Existing Manhole, 26 EA Tie Existing Sewer Line Into New Manhole, 111 EA Wye Service Reconnection with Customer Cleanout, 12 EA Install New 6" Gravity Line Cleanout, 2,755 LF 4" PVC SDR 35 Service Lateral Piping, 4 EA Cut & Cap Existing Sewer Line, 1,715 LF WVDOH Type "B" Trench Repair w/ 2" HMA Overlay, 710 LF HMA Road Repair w/ 1 1/2" Overlay and Rotomilling, 235 LF Driveway Repair (HMA), 150 LF Driveway/Sidewalk Repair (Concrete), 800 LF Driveway Repair (Gravel), 1 LS Duplex Submersible Lift Station #4, 1 LS Lift Station #4 Site Electric, 0.1 AC Lift Station #4 Access Road, 1 LS Lift Station #1 & #2 Flow Meter Installation, 10,670 LF Reclamation of Disturbed Areas, 18 EA Remove MH, 80 LF Remove and Replace Retaining Wall, 9 EA Test Pit, 1 EA Raise MH to Grade w/ WT Lid & Frame, 420 LF Camera Inspection to Verify Lateral Locations, 50 LF Stream Bank Protection, 28 EA Manhole Rehabilitation: New Lid, 8 EA Manhole Rehabilitation: Full Replacement.