Mercer

NOTICE

ADVERTISEMENT FOR PROPOSALS Sealed proposals will be received by the West Virginia Parkways Authority for: CONTRACT BDO-1-15 PROTECTIVE BRIDGE DECK OVERLAY BRIDGE 3055N FAYETTE COUNTY, WEST VIRGINIA This contract is located in Fayette County. It consists of applying a Protective Bridge Deck Overlay. The estimated deck overlay area is as follows: Contract BDO-1-15 17,900 square feet All work under this contract shall be completed by July 31, 2015. Proposals will be received at the office of the West Virginia Parkways Authority, Administration Building, Charleston, West Virginia until April 30th, 2015 at 3:00pm, at which time and place said proposals will be publicly opened and read. If proposals are to be mailed via the U.S. Postal Service regular mail, they must be addressed to the West Virginia Parkways Authority, P.O. Box 1469, Charleston, WV 25325. This mail is picked up by the Authority once a day between 7:00 AM and 8:00 AM. However, Express Mail One Day Service, Federal Express, United Parcel Service (UPS), etc., must be sent to the West Virginia Parkways Authority, 3310 Piedmont Road, Charleston, WV 25306. It shall be the bidder’s responsibility to determine his transmittal method such that his bid will arrive in the Authority’s office prior to the scheduled bid opening. Bids received in the Authority’s office after the scheduled opening will be returned to the bidder unopened. Prospective bidders must be prequalified in accordance with SECTION 102.1 of the WVDOH Standard Specifications. Contract Documents without Standard Specifications or other referenced standards can be obtained from HNTB, 41 Mission Way, Scott Depot, WV 25560, Phone (304) 760-1803, Email jswisher@hntb.com. Proposals must be made upon the forms furnished by the Authority in the manner designated in the specifications, and must be enclosed in sealed envelopes bearing the name and address of the bidder and the number of the contract on the outside, and must be accompanied by a CASHIER’S or CERTIFIED CHECK or BID BOND in favor of the West Virginia Parkways Authority, FOR AN AMOUNT EQUAL TO FIVE PERCENT (5{4ceb532c6f579389df471c6c1e832caf2346b74dc60fcbf6aabd4d29df3baf9c}) OF THE AMOUNT OF THE PROPOSAL OR $2,000 WHICHEVER IS THE GREATER, and must be delivered at the place designated above on or before the day and hour named. Pursuant to Bureau of Employment Programs (BEP) Rule 96 C.S.R.1 Implementation Rule dated June 30, 2000, Contractors requesting plans must furnish their FEIN Number, company name and any name they are doing business as. Firms listed in the BEP Default Directory will not be issued Bidding Documents. The Authority reserves the right to reject any and all Proposals submitted, and to waive any or all formalities in bidding, as it may deem in its best interest. The Authority strongly encourages minority owned and women owned businesses to submit proposals for this contract. The WVPA is an Equal Opportunity Employer. All firms submitting proposals must certify that they practice Equal Employment Opportunities.

Monongalia

NOTICE

010060359 April 2, 9

ADVERTISEMENT FOR BIDS

CLAY BATTELLE PUBLIC SERVICE DISTRICT
MONONGALIA COUNTY, WEST VIRGINIA
PROPOSED
CONTRACT #1 – WATER SYSTEM IMPROVEMENTS INCLUDING WATER LINE IMPROVEMENTS, NEW 535 GPM CORE BOOSTER PUMP STATION, TWO (2) SOLENOID CONTROL STATIONS, TELEMETRY, FLOW METERS & GENERATORS

THRASHER PROJECT #101-010-0634

Sealed Bids for Contract #1 – Water Line Improvements Including Water Line Improvements, New 535 GPM Core Booster Pump Station, Two (2) Solenoid Control Stations, Telemetry, Flow Meters & Generators will be received by The Thrasher Group, Inc., on behalf of Clay Battelle Public Service District, in the Ground Floor Conference Room at Thrasher’ s office located at 600 White Oaks Blvd., Bridgeport. Harrison County, West Virginia, until 2:00 p.m., L.P.T., on Tuesday, May 5, 2015, for furnishing labor and materials and performing all Work set forth in the Contract Documents prepared by The Thrasher Group, Inc. Immediately following the scheduled closing time for the reception of Bids, all proposals which have been submitted in accordance with the conditions of the Contract Documents will be publicly opened and read aloud.

The approximate quantities of Work to be Bid upon is as described as follows:

1 LS Videotaping of Project Area, 1 LS Erosion and Sediment Control, 1 LS Demolition of Existing Core Booster Station and Flow Meter, 4 EA Demolition of Fire Hydrant, 240 LF 14” HDPE (DIPS DR-9 CL 250) Horizontal Directional Drill Water Line w/Concrete Anchors, 130 LF 2” HDPE (IPS DR-9 CL 250) Horizontal Directional Drill Water Line w/Concrete Anchors, 90 LF 24” Steel Casing (Bore & Jack), 90 LF 12” C-900 (DR-14 CL-305) PVC Water Line Installed in Steel Casing, 35 LF 16” Steel Casing (Bore & Jack), 35 LF 8” C-900 (DR-14 CL-305) PVC Water Line Installed in Steel Casing, 130 LF 12” Steel Casing (Open Cut), 350 LF 12” Steel Casing (Bore & Jack), 480 LF 6” C-900 (DR-14 CL-305) PVC Water Line Installed in Steel Casing, 90 LF 6” Steel Casing (Bore & Jack), 40 LF 6” Steel Casing (Open Cut), 130 LF 2” ASTM D2241 (SDR-17 CL 250) PVC Water Line Installed in Steel Casing, 270 LF 2” ASTM D2241 (SDR-21 CL 200) PVC Casing (Bore & Jack), 70 LF 2” ASTM D2241 (SDR-21 CL 200) PVC Casing (Open Cut), 90 LF 1” SDR-9 Service Tubing Installed in 2” PVC Casing, 250 LF ¾” SDR-9 Service Tubing Installed in 2” PVC Casing, 15 LF WVDOH Type “A” Trench Repair, 730 LF WVDOH Type “B” Trench Repair, 1,900 LF WVDOH Type “C” Trench Repair, 24 TN Mill and Overlay with 1.5” Wearing Coat, 320 LF HLBC Driveway Repair, 550 LF Gravel Driveway Repair, 3,600 LF Rock-Lined Ditch, 100 LF Sidewalks, 3 EA 2” Flow Meter Assembly, 14,640 LF 12” C-900 (DR-14 CL-305) PVC Water Line (Open Cut), 4,920 LF 12” C-900 (DR-18 CL-235) PVC Water Line (Open Cut), 90 LF 10” C-900 (DR-14 CL-350) PVC Water Line (Open Cut), 260 LF 8” C-900 (DR-14 CL-305) PVC Water Line (Open Cut), 7,330 LF 6” C-900 (DR-14 CL-305) PVC Water Line (Open Cut), 200 LF 4” C-900 (DR-14 CL-305) PVC Water Line (Open Cut), 4,920 LF 2” ASTM D2241 (SDR 17 CL-250) PVC Water Line (Open Cut), 40 LF 1” SDR-9 Service Tubing (Open Cut), 1,080 LF 3/4’” SDR-9 Service Tubing (open Cut), 11 EA High Pressure Meter Service (HPMS), 1 EA Reconnect Existing 1” Service Tubing, 57 EA Reconnect Existing ¾” Service Tubing, 3 EA Fire Hydrant Assembly, Complete, 7 EA 2” Hidden Flushing Hydrant Assembly, Complete, 4 EA Cut and Cap Existing 8” Water Line, Complete, 2 EA Cut and Cap Existing 6” Water Line, Complete, 3 EA Cut and Plug Existing 4” Water Line, Complete, 1 EA Cut and Cap Existing 2” Water Line, Complete, 1 EA 12” Tie-In, Complete on Existing 8” Water Line, 1 EA 12” Tie-In, Complete on Existing 6” Water Line, 1 EA 12” Tie-In, Complete on Existing 4” Water Line, 1 EA 10” Tie-In, Complete on Existing 19” Water Line, 7 EA 8” Tie-In, Complete on Existing 8” Water Line, 8 EA 6” Tie-In, Complete on Existing 6” Water Line, 3 EA 6” Tie-In, Complete on Existing 4” Water Line, 3 EA 6” Tie, Complete on Existing 2” Water Line, 8 EA 4” Tie-In, Complete on Existing 4” Water Line, 2 EA 2” Tie-In, Complete on Existing 2” Water Line, 1 EA 2” Combination Air Valve Assembly, 1 EA 1” Air/Vacuum Valve Assembly, 9 EA 12” Gate Valve, Complete, 3 EA 8” Gate Valve, Complete, 8 EA 6” Gate Valve, Complete, 8 EA 2” Gate Valve, Complete, 3 EA Concrete Anchor, 80 LF Grout Existing 6” Cast Iron Line to be Abandoned Under Railroad Right-of-Way, 1 LS 12 Unit Radio-Controlled Telemetering System, 1 LS 535 GPM Booster Pump Station w/Generator, 1 LS Blacksville Combined Solenoid Control Station and Flowmeter, Complete, 1 LS Wadestown Combined Solenoid Control Station and Flow Meter, Complete, 1 LS 40 KW Generator at Days run Booster Pump Station, 1 LS Portable 25 KW Generator, and 3 additive alternates of similar work.

The Work will be substantially completed within 335 days after the date when the Contract Times commence to run, and completed and ready for final payment within 365 days after the date when the Contract Times commence to run. Liquidated damages shall be $1,000.00 per day.

Contract Documents may be examined at the following places:

Clay Battelle PSD The Thrasher Group, Inc.
3416 University Avenue 600 White Oaks Boulevard
Morgantown, WV 26505 Bridgeport, WV 26330

Dodge Reports Contractor’s Association of WV
www.mcgraw-hill.com 2114 Kanawha Boulevard East
Charleston, WV 25311

Complete sets of Bidding Documents may be obtained from the office of Thrasher, 600 White Oaks Boulevard, P. O. Box 940, Bridgeport, WV 26330, for the following costs:

Bidding Documents issued as hard copy drawings and hard copy specifications are available for $135.00 per set.
Bidding Documents issued as hard copy drawings and digital Specifications on a C.D., are available
for $125.00 per set.
Bidding Documents issued as digital drawings and digital specifications on a C.D., are available for
$25.00 per set.

Amounts paid are not subject to refund.

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 Contract #1 – Water Line Improvements Including Water Line Improvements, New 535 GPM Core Booster Pump Station, Two (2) Solenoid Control Stations, Telemetry, Flow Meters & Generators Received by the Clay Battelle Public Service District

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.

“DBE REQUIREMENTS”

Each Bidder must fully comply with the requirements, terms, and conditions as set forth in the contract documents to achieve Disadvantaged Business Enterprise (DBE) participation during the performance of this contract. The bidder commits itself to the program for DBE participation and all other requirements, terms, and conditions of the bid conditions by submitting a properly signed bid.

The bidder agrees to make “good faith efforts” to sub-contract a portion of the total value of the Contract to disadvantaged businesses. This shall be done in compliance with the six (6) affirmative steps as outlined in 40 CFR 31.36(e). Failure to demonstrate positive efforts to do so may lead to rejection of bids. For the purpose of this program, the term “subcontractor” includes all construction, modification, and service work contracted for by the bidder in the execution of the work under this contract.

“NONDISCRIMINATION IN EMPLOYMENT”

“Bidders on this work will be required to comply with the President’ s Executive Order No. 11246. The requirements for bidders and contractors under this order are explained in the specifications.”

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 Clay Battelle Public Service District, an amount equal to five percent (5{4ceb532c6f579389df471c6c1e832caf2346b74dc60fcbf6aabd4d29df3baf9c}) of the base Bid.

Bidders must hold a current West Virginia contractor’ s license on the date of Bid Opening.

Bids received after the scheduled closing time for the reception of Bids will be returned unopened to the Bidders.

The Clay Battelle Public Service District reserves the right to reject any and all Bids.

A pre-bid conference will be held by the Clay Battelle Public Service District, at the Jakes Run Assembly of God Church Building located at 1790 Jakes Run Road, Fairview, West Virginia, on Tuesday, April 14, 2015, at 10:00 a.m., L.P.T. The Church building is located approximately 3.3 miles along Jakes Run Road (CR 29) from its intersection with WV Route 7 at the Olive United Methodist Church (Latitude 39.672837, Longitude 80.164408).

LINDSAY JOHNSON, CHAIRMAN
CLAY BATTELLE PUBLIC SERVICE DISTRICT

The Thrasher Group, Inc.
600 White Oaks Boulevard
Bridgeport, WV 26330