EXHIBIT_R_-_JMMU_Target_designation_ref__TAB_D_-_Drainage_(ditches_culverts_and_sump_pumps).pdf

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Sources Sought notice - JMMU Range at Fort Hood, TX
Solicitation number
DOIDFBO260051
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About this file

This is an exhibit from a federal contract solicitation detailing drainage work requirements organized by target designations at what appears to be a multi-lane facility (Lanes 1-4).

The drainage work consists of three primary components: drainage ditches totaling 15,541 feet with 506 feet excluded (previously graded in FY25) and 1,640 feet included in base bid work, requiring all ditches to be regraded to V-ditch specifications; culverts totaling 3,066 feet across multiple locations including J3E-B (918 feet on Lane 3), J2E-B (805 feet on Lane 2), J1E-B (941 feet on Lane 1), J1E-A (58 feet), J2E-A (58 feet), J3E-A (64 feet), J4D-A (56 feet), and SR-6 culvert (128 feet southeast of MAT54), with notes indicating the original drawing CS-208 is missing and contractor must field verify culvert sizes and area inlets per referenced sheets; and sump pump installations at four locations (PC PJ4A, PC PJ5A, PC PJ5B, PC PJ7B) requiring either installation of new sump basins with pumps, electrical connections, plumbing, and union installations, or removal of existing systems followed by excavation, geotechnical fabric installation, ballast rock placement, and installation of new complete sump systems. Specific references to design sheets and cluster/SAT designations indicate this work is part of a larger facility maintenance or renovation project with defined baseline work scopes and optional task components.

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EXHIBIT R - JMMU Target Designation Ref:

TAB D - Drainage (ditches, culverts & sump pumps) drainage ditches option task #9 (feet) exclude grading (feet) in base bid as part of target work (feet) notes

Drainage Lane 3 446 Drainage C30 121 C36 636 is part of the base bid for work at this Cluster C40 182

BP44 616

BP46 1,041

MAT52 1,129

MAT54 939

MAT56 2,046

MAT58 1,399

MAT60 1,266

SAT412 76

SAT420 Exclude ditch graded in FY25 506

SAT424 181

SAT422 176

SAT426 124

SAT428 161

SAT432 506

SAT434 110

SAT436 113

SAT438 362

SAT442 168

SAT450 780

SAT450a 835

SAT452 191

SAT454 405 is part of the base bid for work at this SAT

SAT456 414

SAT 458 & 460 599 is part of the base bid for work at this SAT

SAT462 253

SAT464 293

SAT470 608 along a part of back side of MAT54

SAT484 224

SAT486 485

SAT496 222

PC PJ2B 74

TOTAL 15541 506 1640

Drainage general note: all ditches to be regraded to V-ditch.

Culverts option task #9 (feet) notes on lane 3, south of SAT456 38 south of SAT 456 J3E-B Culvert 918 Lane 3 in depression near East End of Lane.

J2E-B culvert 805 Lane 2, depression at East end of lane.

J1E-B Culvert 941 Lane 1, in depression near East end of lane.

J1E-A Culvert 58 Lane 1 at depression before East end of lane.

Sheet CS-157 (pg 141 of 451) Area inlet on each end

J2E-A Culvert 58 Lane 2, depression at East end of lane.

CS-156 (140 of 451) Area inlet on each end

J3E-A Culvert 64 Lane 3 in depression near East end of lane.

sheet CS-171 (145 of 451). Area inlet on each end

J4D-A Culvert 56

Lane 4 in depression near East end of lane.

Sheet CS-182 (150 of 451) contractor to verify if area inlet on north side.

SR-6 culvert 128 250-feet southeast of MAT54 Sheet SC-182 (150 of 451)

TOTAL 3066

Culvert General Notes: Original drawing (Exhibit F) CS-208 missing contractor to field verify culvert size and area inlets.

Sumps

PC PJ4A

PC PJ5A

PC PJ5B

PC PJ7B

install new sump basin, pump, electrical to pump and plumbing. Install union at sump pump.

remove existing sump pump system, Remove 8-inches grade, install geotechnical fabric, install 6 inches ballast rock, install new sump basin, pump, electrical to pump and plumbing. Install union at sump pump.

remove existing sump pump system, Remove 8-inches grade, install geotechnical fabric, install 6 inches ballast rock, install new sump basin, pump, electrical to pump and plumbing. Install union at sump pump.

remove existing sump pump system, Remove 8-inches grade, install geotechnical fabric, install 6 inches ballast rock, install new sump basin, pump, electrical to pump and plumbing. Install union at sump pump.

File details come from the government source that posted it. Updated .