RECOVERY--Z--PROJECT NUMBER 1450, Pearson - Skubitz Big Hill Lake, KS

RECOVERY - PER FAR 5.7 THIS NOTICE IS PROVIDED FOR INFORMATION PURPOSES ONLY; THEREFORE FAR 5.203 DOES NOT APPLY. THIS OPPORTUNITY WAS AVAILABLE ONLY TO CONTRACTOR(S) UNDER: MATOC

As part of Operations and Maintenance, Army, Recovery Act, this modification has been issued to HDB Construction, Inc., to perform the following work: Micropave dam embankment road at Marion Reservoir per furnished contract specifications; Begin work: sta 0+00 to 50+09 and 54+29 to 94+30, 26-foot wide roadway. The spillway bridge is excluded from this work. Heavy application equipment exceeding the posted bridge weight limits shall not be allowed on the bridge.

RECOVERY - PER FAR 5.7 THIS NOTICE IS PROVIDED FOR INFORMATION PURPOSES ONLY; THEREFORE FAR 5.203 DOES NOT APPLY. THIS OPPORTUNITY WAS AVAILABLE ONLY TO CONTRACTOR(S) UNDER: MATOC

As part of Operations and Maintenance, Army, Recovery Act, this modification has been issued To HDB Construction, Inc., to perform the following work: Place a 2-inches asphalt overlay over the following areas: (1) Big Hill - Timberhill Park Entrance Road A from the Corps of Engineers Property Line to the Boat Ramp Park; 3900 SY; (2) Big Hill - Cherryvale Park, N. Loop Road, North Entrance Road A and Parking Area, Starting at Sta. 18+00, ending at Sta. 30+00; 1703 SY. Asphalt materials and placement shall meet KDOT specifications; with tack coat and 2 inch asphalt overlay. All transitions into pullouts are to be a minimum of 2 ft. Transitions into existing asphalt are to be milled to a depth of 2 inches. Asphalt leveling course shall be used in place of Full Depth Road Repair. All work shall be completed as defined in the base MATOC contract.

RECOVERY - PER FAR 5.7 THIS NOTICE IS PROVIDED FOR INFORMATION PURPOSES ONLY; THEREFORE FAR 5.203 DOES NOT APPLY. THIS OPPORTUNITY WAS AVAILABLE ONLY TO CONTRACTOR(S) UNDER: MATOC

As part of Operations and Maintenance, Army, Recovery Act, this modification has been issued to HDB Construction, Inc., to perform the following work: Place a 2-inch asphalt overlay over the following areas: (1) Mound Valley north loop repair areas road D; 236 SY. (2) Mound Valley group camp road C-1 and parking; 3450 SY. (3) Timberhill boat ramp parking area; 6030 SY. (4) Timberhill Rd B; 2640 SY. (5) Timberhill Rd A from boat ramp to Rd B; 2209 SY (6) Cherryvale Park road A approx sta 2+00 to 20+50 and parking areas; 4870 SY. Asphalt materials and placement shall meet Kansas Department of Transportation specifications; with tack coat and 2 inch asphalt overlay. All transitions into pullouts are to be a minimum of 2 feet. Transitions into existing asphalt are to be milled to a depth of 2 inches. Asphalt leveling course shall be used in place of Full Depth Road Repair. All work shall be completed as defined in the base MATOC contract. Eliminate micropaving and change to 2-inch asphalt overlay by reducing total quantities.

RECOVERY - PER FAR 5.7 THIS NOTICE IS PROVIDED FOR INFORMATION PURPOSES ONLY; THEREFORE FAR 5.203 DOES NOT APPLY. THIS OPPORTUNITY WAS AVAILABLE ONLY TO CONTRACTOR(S) UNDER: MATOC

As part of Operations and Maintenance, Army, Recovery Act, this modification has been issued to HDB Construction, Inc., to perform the following work: (1) Begin base repair at the west end of the bridge, sta 42+10, west bound lane, for a width of 12 ft and extending 120 ft west; for a total of 160 sq yds. (2) Begin base repair 46 ft from the west end of the bridge, sta 42+56, east bound lane, for a width of 12 ft and extending 210 ft west; for a total of 280 sq yds.

RECOVERY - PER FAR 5.7 THIS NOTICE IS PROVIDED FOR INFORMATION PURPOSES ONLY; THEREFORE FAR 5.203 DOES NOT APPLY. THIS OPPORTUNITY WAS AVAILABLE ONLY TO CONTRACTOR(S) UNDER: MATOC

As part of Operations and Maintenance, Army, Recovery Act, this modification has been issued to HDB Construction, Inc., to perform the following work: (1) Delete Bid Item 64 to provide lighting and electrical system to Hartford Boat ramp light. See necessity of change. (2) Increase quantity Bid Item No. 66, 18-inch riprap, an additional 216 tons to provide added protection to the Hartford Park boat ramp slope as well as provide added bank stabilization to the adjacent slopes. Riprap shall be placed as directed by the Contracting Officer's Representative. Installation of riprap shall be in accordance with the MATOC specifications. (3) The Contractor shall furnish and install an additional 250 square feet of segmental wall construction to complete retaining walls on selected sites. The segmental block shall be the same make, type, color as other blocks previously used. Constuction shall be in strict accordance with the provided specifications.

RECOVERY - PER FAR 5.7 THIS NOTICE IS PROVIDED FOR INFORMATION PURPOSES ONLY; THEREFORE FAR 5.203 DOES NOT APPLY. THIS OPPORTUNITY WAS AVAILABLE ONLY TO CONTRACTOR(S) UNDER: MATOC

As part of the Operations and Maintenance, Army, Recovery Act, this modification has been issued to HDB Construction, Inc., to revise the following: Change from micropaving to double bituminous with a fog seal on the following roads located at Fall River Lake, Fall River, Kansas: (a) Access and Embankment Road; (b) Road A; (c) Road B; (d) 4) Road C; (e) Road D; (f) Road E; (g) Road F; (h) Shelter Parking; (i) Project Office Parking; (j) Rear Compound Road; (k) Overlook Road and Parking; (l) Scenic Pullout

The process and materials are to meet KDOT specification for double bituminous chip seal. The first application is to be a 1/2-inch clean chip with oil applied at the rate of 0.37 gals per square yard. The second application is to be a 3/8-inch clean chip with oil applied at the rate of 0.32 gals per square yard. The fog seal shall be applied at a rate of 0.20 gals per square yard.

The quantities shall remain the same for each area as stated in the bid schedule.
Delete all micropaving work on the following roads located at Fall River Lake, Fall River, Kansas: (a) Access and Embankment Road; (b) Road A ; (c) Road B; (d) Road C; (e) Road D; (f) Road E; (g) Road F; (h) Shelter Parking; (i) Project Office Parking; (j) Rear Compound Road; (k) Overlook Road and Parking; (l) Scenic Pullout.

All other contract requirements to the MATOC specifications are to be followed.

RECOVERY - PER FAR 5.7 THIS NOTICE IS PROVIDED FOR INFORMATION PURPOSES ONLY; THEREFORE FAR 5.203 DOES NOT APPLY. THIS OPPORTUNITY WAS AVAILABLE ONLY TO CONTRACTOR(S) UNDER: POCA

As part of Operations and Maintenance, Army, Recovery Act, this modification has been issued to Silver Spur Construction Co., to perform the following work: In lieu of Bid Items 0009 thru 0012 place ARMORFLEX concrete block, or equal, over a 20 foot by 100 foot area at Campsite #41, in accordance with Armorflex standard detail and specifications. Delete quantities for contract line items (CLIN) 0009 - 0012.

RECOVERY - PER FAR 5.7 THIS NOTICE IS PROVIDED FOR INFORMATION PURPOSES ONLY; THEREFORE FAR 5.203 DOES NOT APPLY. THIS OPPORTUNITY WAS AVAILABLE ONLY TO CONTRACTOR(S) UNDER: MATOC

As part of the Operations and Maintenance, Army, Recover Act, this modificaiton has been issued to HDB Construction, Inc., to perform the following work: Demolish two additional restroom facillities in Overlook Park. The two restrooms sit off the access road to the Overlook Building to the east and west by approximately 200 yards. Demolition and removal of debris of the two additional restroom facilities is to be processed in the same manner as the other restroom facilities.

RECOVERY - PER FAR 5.7 THIS NOTICE IS PROVIDED FOR INFORMATION PURPOSES ONLY; THEREFORE FAR 5.203 DOES NOT APPLY. THIS OPPORTUNITY WAS AVAILABLE ONLY TO CONTRACTOR(S) UNDER: MATOC

As part of the Operations and Maintenance, Army, Recovery Act, this modification has been issued to HDB Construction, Inc., to perform the following work: The contractor shall provide and install 2/0 direct burial copper electric cable to provide 240 volt 5 amp service to sites 89 and 90 located in Mound Valley Park, Big Hill Lake. Work includes replacing the existing panel box with a new 200 amp distribution panel box located at the abandoned waterplant across the street. Replace the existing underground handhole junction box with new grade level fiberglass junction box enclosure. Make the necessary connections to the existing underground 2/0 copper cable in the new enclosure. Install separate direct burial 2/0 copper conductors with #8 bare ground and make the necessary final connections to the panel box and 2 electric pedestals. Each pedestal shall receive a seperate circuit from the distibution panel. Final connection at the pedestal and other installation work is included in the original bid items.

RECOVERY - PER FAR 5.7 THIS NOTICE IS PROVIDED FOR INFORMATION PURPOSES ONLY; THEREFORE FAR 5.203 DOES NOT APPLY. THIS OPPORTUNITY WAS AVAILABLE ONLY TO CONTRACTOR(S) UNDER: MATOC

As part of Operations and Maintenance, Army, Recovery Act, this modification is issued to HDB Construciton, Inc., to perform the following work: 1) Connect to existing 2-inch PVC stub out from toilet bldg and route to new exterior panel. Install 100 amp, 2 pole circuit breaker. Install (3) each #2 copper conductors with ground for building feed. 2) Circuits requiring extensions to the new EP-3 panel; a) Area light pole and fixture near dump station fed from pedestal pad #1. Splice #6 conductors with direct buried in-line splices. b) Re-feed circuit to group shelter bldg from panel EP-3. Splice #8 conductors with direct buried in-line splices. 3) South trailer dump station - Existing conductors (3) each #4 with ground extended to new location of panel EP-4 with 15 lineal feet of conduit and wire, install 11x17 in ground box (item #4). 4) Extend existing conductors to new panel EP-3 location, (4) each 2/0 copper conductors, 20 lineal feet. Install in ground quazite junction box with lid marked ELECTRICAL for splicing conductors. Box size is 11x17. Furnish and install 150 amp, 2 pole circuit breaker in panel for building power in new EP-3. 5) Add (1) sectionalizer to accomodate primary feed to transformer T-2. Install 150 feet of new underground primary from new sectionalizer to T-2. Single phase primary will be installed in 3-inch schedule 40 PVC at specified depth. Contractor to directional bore where possible. Also included are necessary concrete pad, electrical connections, and field testing. 6) Revise circuit breakers for Panels P-1, P-2, and P-3.

RECOVERY - PER FAR 5.7 THIS NOTICE IS PROVIDED FOR INFORMATION PURPOSES ONLY; THEREFORE FAR 5.203 DOES NOT APPLY. THIS OPPORTUNITY WAS AVAILABLE ONLY TO CONTRACTOR(S) UNDER: MATOC

As part of Operations and Maintenance Army, Recovery Act, this modification is issued Silver Spur Construction Company to perform the following work: The contractor shall furnish all materials, supplies, labor, equipment, superintendence, and all other services as required to complete approximately 4,890 SF of Dura Patch on the Campsite Loop Roads at Twin Points Park and approximately 9,900 SY of single bituminous surface treatment at Twin Points Park between the Fee collection station and the PUA entrance.

RECOVERY - PER FAR 5.7 THIS NOTICE IS PROVIDED FOR INFORMATION PURPOSES ONLY; THEREFORE FAR 5.203 DOES NOT APPLY. THIS OPPORTUNITY WAS AVAILABLE ONLY TO CONTRACTOR(S) UNDER: POCA

As part of Operations and Maintenance Army, Recovery Act, this modification is issued to HDB Construction, Iinc., to perform the following work: Eliminate 418 square yards of micropaving at the gate house in Hillsboro Cove. This is a credit modification of -$9,911.60.

RECOVERY - PER FAR 5.7 THIS NOTICE IS PROVIDED FOR INFORMATION PURPOSES ONLY; THEREFORE FAR 5.203 DOES NOT APPLY. THIS OPPORTUNITY WAS AVAILABLE ONLY TO CONTRACTOR(S) UNDER: POCA

As part of Operations and Maintenance Army, Recover Act, this modification is issued to HDB Construction, Inc., to perform the following work: In response to FRI-002; the 4000 gallon septic tank was removed from the contract requirements. Sewer lines shal run directly into the lift station; no intermediate septic tank is necessary. The contractor shall eliminate the 4000 gallon septic tank from the contract. This is a credit modificaiton for -$15,926.03.

RECOVERY - PER FAR 5.7 THIS NOTICE IS PROVIDED FOR INFORMATION PURPOSES ONLY; THEREFORE FAR 5.203 DOES NOT APPLY. THIS OPPORTUNITY WAS AVAILABLE ONLY TO CONTRACTOR(S) UNDER: HDB Construction, Inc., W912BV-09-D-1003, TO 0005, POCA

As part of Operations and Maintenance, Army, Recovery Act, modification has been issued to HDB Construction, Inc., to perform the work associated with the Government exercising Option 5 as follows: Gate Construction; Speed Bumps; and Signage.

RECOVERY - PER FAR 5.7 THIS NOTICE IS PROVIDED FOR INFORMATION PURPOSES ONLY; THEREFORE FAR 5.203 DOES NOT APPLY. THIS OPPORTUNITY WAS AVAILABLE ONLY TO CONTRACTOR(S) UNDER: HDB Construction, Inc., W912BV-09-D-1003, TO 0004, POCA

As part of Operations and Maintenance, Army, Recovery Act, modification has been issued to HDB Construction, Inc., to perform the following work: Install 150 feet of new primary cable from an existing source to Transformer T2 and Panel EP2. Primary wire should be of the same material that is presently in place to avoid galvanic corrosion. A new sectionalizer will also be required for the this new primary line. It will conform to the requirements of the other sectionalizers to be placed in the the contract. Also, the contract specifications will be revised to alter the original scope of work to change the size schedule for electrical lines from sectionalizers to pedestals to conform to to this standard: Wire Runs for 50 Amp service at 120 Volts full load with a voltage drop of 3.0 percent or less drop using either parallel runs or single line runs. Only copper wire will be used. The grounding wires shall be two steps below the power load wire. That is

For a maximum run of 81.482 feet: 3-#6 and 1-#8 Ground
Site: Cherryvalle
Feed Pedestal: 5; Conductor Lengths: 74 feet
Feed Pedestal: 18; Conductor Lengths: 32 feet
Site: Mound Valley
Feed Pedestal: 77; Conductor Lengths: 45 feet

From 81.49 to 125.41 feet of run: 3-#4 and 1-#8 Ground
Site: Cherryvale
Feed Pedestal: 10; Conductor Lengths: 125 feet
Feed Pedestal: 11; Conductor Lengths: 95 feet
Feed Pedestal: 20; Conductor Lengths: 112 feet
Feed Pedestal: 21; Conductor Lengths: 100 feet
Feed Pedestal: 24; Conductor Lengths: 102 feet
Feed Pedestal: 26; Conductor Lengths: 105 feet
Site: Mound Valley
Feed Pedestal: 28; Conductor Lengths: 90 feet

From 125.42 to 153.45 feet of run: 3-#3 and 1-#6 Ground
Site Cherryvale
Feed Pedestal: 3; Conductor Lengths: 128 feet
Feed Pedestal: 6; Conductor Lengths: 136 feet
Feed Pedestal: 4; Conductor Lengths: 268 feet
Feed Pedestal: 7; Conductor Lengths: 147 feet
Feed Pedestal: 8; Conductor Lengths: 257 feet
Feed Pedestal: 13; Conductor Lengths: 288 feet
Feed Pedestal: 17; Conductor Lengths: 149 feet
Feed Pedestal: 26; Conductor Lengths: 105 feet
Site: Mound Valley
Feed Pedestal: 32; Conductor Lengths: 150 feet
Feed Pedestal: 67; Conductor Lengths: 287 feet

From 153.46 to 197.43 feet of run: 3-#2 and 1-#6 Ground
Site: Cherryvale
Feed Pedestal: 1; Conductor Lengths: 320 feet
Feed Pedestal: 14; Conductor Lengths: 301 feet
Feed Pedestal: 15; Conductor Lengths: 365 feet
Feed Pedestal: 19; Conductor Lengths: 162 feet
Feed Pedestal: 27; Conductor Lengths: 168 feet
Feed Pedestal: 29; Conductor Lengths: 298 feet

From 197.44 to 242.45 feet of run: 3-#1 and 1-#4 Ground
Site: Cherryvale
Feed Pedestal: 2; Conductor Lengths: 218 feet
Feed Pedestal: 9; Conductor Lengths: 250 feet
Feed Pedestal: 12; Conductor Lengths: 228 feet
Feed Pedestal: 16; Conductor Lengths: 229 feet
Feed Pedestal: 28; Conductor Lengths: 224 feet
Feed Pedestal: 22; Conductor Lengths: 248 feet
Feed Pedestal: 25; Conductor Lengths: 207 feet
Feed Pedestal: 30; Conductor Lengths: 378 feet
Site: Mound Valley
Feed Pedestal: 66; Conductor Lengths: 418 feet

Items with the same lineal footages are in parallel.

RECOVERY - PER FAR 5.7 THIS NOTICE IS PROVIDED FOR INFORMATION PURPOSES ONLY; THEREFORE FAR 5.203 DOES NOT APPLY. THIS OPPORTUNITY WAS AVAILABLE ONLY TO CONTRACTOR(S) UNDER: Silver Spur Construction Co., W912BV-09-D-1002, TO 0004, MATOC

As part of Operation and Maintenance, Army, Recovery Act, modification has been issued to Silver Spur Construction Co., to perform the following work by providing:
800 Tons of 24 inch Riprap to the site at RS Kerr, Copeland Cemetery; 400 Tons of 24 inch Riprap to the site at RS Kerr, Copeland Cemetery; 800 Tons of 24 inch Riprap to the site at Ft. Gibson, Site 34MY55; 250 Tons of 24 inch Riprap to the site at Ft. Gibson, Site 34MY2; 274 Tons of 24 inch Riprap to the site at Wister, Site 34LF11; 200 Tons of 24 inch Riprap to the site at Wister, Site 34LF11. All additional materials shall be placed at the direction of the Contracting Officer's Representative, and placed in the manner defined in the MATOC contract specifications.

RECOVERY - PER FAR 5.7 THIS NOTICE IS PROVIDED FOR INFORMATION PURPOSES ONLY; THEREFORE FAR 5.203 DOES NOT APPLY. THIS OPPORTUNITY IS AVAILABLE ONLY TO CONTRACTOR(S) UNDER THE CURRENT CONTRACT NUMBER(S): SILVER SPUR CONSTRUCTION, W912BV-09-D-1002; HDB CONSTRUCTION, W912BV-09-D-1003;

TREND CONSTRUCTION, W912BV-09-D-1004; AND TRI-CITY SEAL, W912BV-09-D-1005 INCLUDED IN THE MAINTENANCE, REPAIR, AND RESTORATION (MRR), LAKE OFFICE PROJECTS AND CIVIL WORKS WITHIN TULSA DISTRICT BOUNDARIES INDEFINITE DELIVERY/INDEFINITE QUANTITY (IDIQ) CONTRACT, HUBZONE SMALL BUSINESS MULTIPLE AWARD TASK ORDER CONTRACT (MATOC) POOL.

THE INTENT OF THIS MODIFICATION IS TO ANNOUNCE THE EXERCISING OF PRE-PRICED OPTION NO. 5 OF THE BASIC TASK ORDER FOR GATE CONSTRUCTION, SPEED HUMPS, & SIGNAGE, LAKE OPTIMA, OKLAHOMA, IN THE AMOUNT OF $19,575.79. THIS MODIFICATION IS EXERCISED AGAINST TASK ORDER 0005 UNDER IDIQ CONTRACT NO. W912BV-09-D-1003 (HDB CONSTRUCTION). AS A RESULT THE TASK ORDER AMOUNT IS HEREBY INCREASED BY $19,575.79 FROM $145,800.02 TO $165,375.81.

RECOVERY - PER FAR 5.7 THIS NOTICE IS PROVIDED FOR INFORMATION PURPOSES ONLY; THEREFORE FAR 5.203 DOES NOT APPLY. THIS OPPORTUNITY WAS AVAILABLE ONLY TO CONTRACTOR(S) UNDER THE CURRENT CONTRACT NUMBER(S): HDB Construction, Inc., W912BV-09-D-1003, TO 0004, Performance Oriented Construction Activity (POCA)

As part of Operations and Maintenance, Army, Recovery Act, modification has been issued to HDB Construction, Inc., to perform the following work: Excavate 418 sy from the center of the gate house east approx 100 feet and west approx 72 feet including the north driving lane next to the gate house. Remove material to a depth of 12 inches and replace with 6 inches of aggregate base material (AB-3) compacted to 95 percent modified proctor. Supply three (3) drainage areas, 1 to be located approx 40 feet west of the gate shack, 1 at the west corner of the gate shack, and 1 approx 75 feet east of the gate shack. The drainage areas will consist of the use of clean drainage rock, approx 20 feet in length by 3 feet wide by 6 inches deep, draining from the centerline to the north ditch. Then place 6 inches of asphalt over the top of the aggregate base, in 2 inch lifts, compacted per MATCO specifications.