Wastewater Lagoon Construction and Fencing at Snake Creek PUA, Tenkiller Lake, Oklahoma

Agency: Department of the Army
State: Oklahoma
Level of Government: Federal
Category:
  • Z - Maintenance, Repair or Alteration of Real Property
Opps ID: NBD00159153521968232
Posted Date: Sep 28, 2017
Due Date:
Solicitation No: W912BV17Q0118
Source: Members Only
Solicitation Number :
W912BV17Q0118
Notice Type :
Award
Contract Award Date :
September 26, 2017
Contract Award Number :
W912BV17P0165
Contract Award Dollar Amount :
$58,000.00
Contract Line Item Number :
0001-0003
Contractor Awarded Name :
Fidgets Oilfield Services, L.L.C.
Contractor Awarded DUNS :
045838289
Contractor Awarded Address :
2213 N Broadway St.
Checotah, Oklahoma 74426
United States
Synopsis :
Added: Aug 24, 2017 11:23 am Modified: Sep 01, 2017 3:20 pm Track Changes
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A site visit will be held 1PM CST, Thursday 7 September 2017 at
Tenkiller Lake Office
446977 East 980 Rd
Gore, OK 74435
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Construction services needed to construct a Wastewater Lagoon and Fencing at Snake Creek PUA(Public Use Area) at Tenkiller Lake, Oklahoma.

The estimated price is between $25,000 and $100,000.

6. SNAKE CREEK AREA LAGOON CONSTRUCTION. The lagoon will be located directly North of restroom #2 and existing lagoon in area A. After rehabilitation the lagoon will have a one cell system approximately 100 feet x 100 feet, inside lip at top of dike, and be a minimum of 7 feet deep.
6.1. The contractor shall remove trees from the sight of the new lagoon. Trees may be disposed of in tembered area around the new lagoon or burned on sight. The top of the new lagoon must be at least one foot below the top of the existing lagoon. Removed earthen materials may be used to build the lagoon walls to a 1:3 slope. Any excess may be disposed of nearby in an areas designated by the COR.
6.2. The contractor shall install one discharge pipe from the existing lagoon into the new lagoon. The discharge pipe must be 2 feet from the top of the existing lagoon and slope down hill to the new lagoon at a rate of 1 inch drop to every 3 feet of linner run. The discharge pipe shall be 4-inch schedule 40 PVC.
6.3. The contractor shall restore the dike wall on existing lagoon to a 1:3 slope. To prevent runoff from entering the new lagoon the uphill dike shall be a minimum of 2 feet above grade. The contractor will furnish fill material if there is not enough onsite. Fill material shall be homogeneous clay (same as clay liner, material specifications are in paragraph 8). Finished grade shall be mowable (no rock, stumps, or holes).
6.4. The contractor shall install one foot of homogeneous clay lining to interior cell walls and bottom. The clay shall be placed in 6-inch lifts and thoroughly compacted. The bottom of the lagoon shall be level. Refer to paragraph 8 for clay liner specifications and installation.
6.5. After the earthwork is completed and accepted by the Government, the contractor shall furnish and seed the exposed dike walls with a 50/50 mix of rye and Bermuda grass seed.

7. SNAKE CREEK LAGOON FENCING. The lagoon will be located directly North of restroom #2 and existing lagoon in area A.
7.1 The contractor shall remove existing fencing and posts on the North side of existing lagoon. The contractor shall tie into existing fence around existing lagoon and extend around new lagoon approximately 400 feet of net woven fencing and posts. Posts shall be placed every 10 feet. The fencing will require corner posts and cross bracing posts. Two (2) rows of barbed wire shall be placed at the top and one row of barbed wire shall be placed at the bottom of the woven wire fencing. At the top, the first row shall be placed approximately 12 inches above the woven wire; the second row shall be placed approximately 12 inches above the first row of barbed wire to mach existing fence around existing lagoon. The bottom row of barbed wire shall be placed next to the ground. All corner, gate and stretch posts shall be concreted in place. The contractor shall use 2 sacks of concrete per wooden post. Fencing shall be a minimum of 6 feet height after installation.
7.2 Fencing material specifications are under 9.
7.3 The contractor shall fill in holes left as a result of fencing removal and return any disturbed areas to a mowable condition.

Any site visit information will be issued via amendment. Please see the solicitation for details and any amendments for updates on time and location.


This acquisition is being competed as 100% Total Small Business Set-aside.


The NAICS code is 237110.

Added: Sep 27, 2017 1:20 pm
Contract Award
Please consult the list of document viewers if you cannot open a file.
Solicitation 1
Type:
Solicitation
Posted Date:
August 24, 2017
Description: Solicitation
Amendment 1
Type:
Mod/Amendment
Posted Date:
September 1, 2017
Description: Amendment 0001
Amendment 2
Type:
Mod/Amendment
Posted Date:
September 7, 2017
Description: Amendment 0002
Contracting Office Address :
Attn: CESWT- CT
1645 South 101st East Avenue
Tulsa, Oklahoma 74128-4609
United States
Place of Performance :
Snake Creak PUA (Public Use Area), Lake Tenkiller, Oklahoma
Gore, Oklahoma 74435
United States
Primary Point of Contact. :
Pun Chittchang
Phone: 9186697544

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