RFB-88-18 MICHAEL MORROW DRAINAGE & SHAFT AMD (UNION)

Agency: State Government of Kentucky
State: Kentucky
Type of Government: State & Local
Caegory:
  • 10 - Weapons
Posted Date: Oct 11, 2017
Due Date: Nov 2, 2017
Solicitation No: RFB - 785 - 1800000247
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Solicitation: 1800000247 RFB-88-18 MICHAEL MORROW DRAINAGE & SHAFT AMD (UNION)
Issued: 10/11/17 Last Amended: Current Status: Open
Start Date:
Closing Date: 11/2/17 10:30 AM EDT Doc Dept: Facilities & Support Services
Time Left:
21 Days, 16:18:06
Buyer Name: Jennifer Linton
Category: Construction
Type: Request for Bids(RFB)
Response Options

Buyer Information
Jennifer Linton(Jennifer.Linton@ky.gov)
Phone:502-564-4467 Fax:
Additional Dates
Bid Opening Date: 11/2/17 10:30 AM Award Date:
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Lot 1: Default Commodity Group
Description Requested More Information
MICHAEL MORROW DRAINAGE & SHAFT AMD ABATEMENT PROJECT UNION COUNTY PROJECT DESCRIPTION THE PROPOSED MICHAEL MORROW DRAINAGE & SHAFT AMD ABATEMENT PROJECT, APPROXIMATELY 11.5 ACRES TOTAL, CONSISTS OF EXCAVATE IRON PRECIPITATES FROM A MINE PORTAL, CLEANING OUT A ROADSIDE DITCH, INSTALLATION OF A CULVERT, AND BACKFILLING A VERTICAL SHAFT NEAR DEKOVEN IN UNION COUNTY. REMOVE PRECIPITATES THAT HAVE COLLECTED IN THE ROADSIDE DITCH AND AROUND THE MINE PORTAL AND BURY THEM ONSITE. THE GROUND AROUND THE PORTAL IS VERY SATURATED SO USE CAUTION. EXCAVATE A SUMP NEAR THE PORTAL TO ALLOW THE METAL PRECIPITATES TO COLLECT. CLEANOUT THE ROADSIDE DITCH AND RESTORE IT TO A TRAPEZOIDAL SHAPE WITH SMALL ROCK CHECKS. INSTALL A CULVERT UNDER THE ROAD AND ARMOR THE INLET WITH CLASS II/III ROCK AND CONSTRUCT A CHECK IN THE DITCH BELOW THE CULVERT TO ENSURE WATER TURNS INTO THE CULVERT. ACCESS THE SHAFT ALONG EXISTING TRAILS IMPROVING THEM AS NEEDED. BREAK THE CONCRETE COLLAR AND PUSH INTO THE SHAFT, BACKFILL THE SHAFT WITH CLASS II/III ROCK. THE SHAFT IS ESTIMATED TO BE 16 DIAMETER X 20 DEPTH, HOWEVER THE DEPTH MAY VARY WHEN CLEARED AND BACKFILLED. INSTALL A SHAFT MONUMENT OVER THE FINISHED SHAFT CLOSURE. REGRADE ALL DISTURBED AREAS AND USE THE AML GENERAL SEED MIXTURE. USE LIMESTONE SAND FOR WATER TREATMENT IF ANY WATER IS RELEASED, ESPECIALLY FROM EXCAVATION AROUND THE PORTAL AND SHAFT. USE OF A PUMP(S) IS INCIDENTAL TO SITE PREPARATION. CONSTRUCTION DISTURBANCES WILL BE KEPT TO A MINIMUM WITH A STRINGENTLY FORMULATED SEDIMENT AND EROSION CONTROL PROGRAM. PRIOR TO BEGINNING ANY MAJOR EARTH DISTURBANCE (EXCLUDING INITIAL SITE PREPARATION FOR ACCESS ONLY), ALL SILT CONTROL MEASURES WILL BE INSTALLED. ALL DISTURBED AREAS WILL BE PROMPTLY REVEGETATED AT THE END OF CONSTRUCTION USING LIME, FERTILIZER, RESIDENTIAL OR WILDLIFE SEED, AND MULCH, AS NECESSARY. STANDARD MEASURES WILL BE USED FOR DUST CONTROL AND WORK HOURS WILL OCCUR DURING AMLS STANDARD TIME FRAME OF 7 AM TO 7 PM MONDAY-FRIDAY WITH SHORTER HOURS FOR CRITICAL WORK ITEMS. ACCESS TO THE SITE IS VIA COUNTY ROADS, RESIDENTIAL DRIVEWAYS AND YARDS, AND AN EXISTING ACCESS ROAD. THIS PROJECT WILL INCLUDE PRE- AND/OR POST- PROJECT MAINTENANCE AND REPAIR OF EXISTING PREVIOUSLY CONSTRUCTED PUBLIC COUNTY ROADS UTILIZED DURING THE CONSTRUCTION OF THIS PROJECT, WHICH ARE ADMINISTERED BY THE COUNTY OR LOCAL ROAD AUTHORITY. THIS CONSTRUCTION ACTIVITY WILL BE CONDUCTED UNDER THE AUTHORITY AND SUPERVISION OF THE LOCAL PUBLIC ROAD AUTHORITY AND WILL CONSIST OF STANDARD ROAD CONSTRUCTION PRACTICES APPROPRIATE TO MITIGATE IMPACTS TO THE LOCAL COMMUNITY FROM POTENTIAL DEGRADED ROAD CONDITIONS IN ORDER TO MAINTAIN PUBLIC TRAFFIC SAFETY.
Service Start : 12/4/2017
Service End : 2/4/2018
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Commodity Code : 91200 CONSTRUCTION SERVICES, GENERAL
Attachments:
File Name Date Description Attachment Type
Final_RFB_785_1800000247_1_SO_FORM.PDF 10/11/17 Assembled pdf file for document [RFB,785,1800000247,1] - Solicitation Printer Assembled Form
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Additional Information
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