Attachment 002 Statement of Work NFSR 272 Road and Ditch Repair.pdf

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12445124B0002 1536-8 Calcasieu NFSR 272 Road and Ditch Repair
Solicitation number
12445124B0002
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This document is a statement of work for road and ditch repair services on National Forest Road NFSR-272 located in the Calcasieu Ranger District of the Kisatchie National Forest. Work will include cleaning and reconstructing approximately 2,500 linear feet of ditches and leadoffs, reshaping 3.9 miles of road prism and placing 5,400 tons of crushed aggregate surface material. Additional work comprises seeding and fertilizing ditches, road reconditioning and ditching. The estimated quantities and pay items are provided. The related federal contract opportunity is solicitation number 12445124B0002 to be awarded by the Department of Agriculture Forest Service.

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Attachment 003 Locations Map.pdf PDF
Attachment 001 Schedule B NFSR 272 LOUISIANA.pdf PDF

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Calcasieu Ranger District

Road and Ditch Repair

Road NFSR-272

Work to be accomplished.

1) Cleaning and reconstructing of ditches and leadoffs.

2) Reshaping the road prism and placement of surface aggregate.

3) Seeding and fertilizing of ditches.

Work begins at State Road 488 on NFSR-272. Work will be 3.9 miles of ditch reshaping and road prism reshaping with the placing of aggregate surface material. All work will be staked in the field by Forest Service personnel.

The contractor shall provide all materials, labor, equipment, tools, transportation, supervision, expertise, and other incidentals necessary, except as otherwise provided, to successfully complete grading of roads on National Forest roads within the Kisatchie National Forest

Roads which may be designated to receive maintenance under this contract are limited to: (1) Roads under Forest Service jurisdiction and (2) Roads under other local jurisdiction that are designated for Forest Service maintenance under a cooperative agreement. Work to be performed under this contract is comprised of Grading Aggregate Surfaced Roads and Ditch maintenance / reconstruction.

BLADING AGGREGATE SURFACED ROADS –Blading operations to remove ruts, potholes, corrugations and unnecessary berms.

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Quality Standard Blading operations shall be conducted over the entire riding surface in order to remove, by cutting out, all ruts, potholes, corrugations and berms. All suitable dislodged aggregate shall be smoothly redistributed over the entire riding surface to produce the proper cross slope or crown Aggregate surfacing which has been worked onto road shoulders by traffic or maintenance activities shall be reclaimed and smoothly redistributed over the entire riding surface. No undercutting of road surface or material berms will be allowed.

Assure proper surface drainage after all operations.

Usual amounts of grass, leaf litter or pine straw shall be smoothly spread within the riding surface after movement sufficient to sift out surface aggregate.

Blading operations shall be conducted as required to remove surface material and accumulated debris from concrete bridge decks.

Care will be taken to avoid blading any surface material into cattle guards.

Loose rocks protruding three inches or more above the graded surface shall be removed. It is permissible to waste these rocks off the riding surface away from drainage ditches.

Ditch Maintenance Requirements

A. Maintain ditches by removing rock, soil, wood, and other materials.

Maintained ditches shall function to meet the intent of the original design.

B. Undercutting backslopes during removal operations is not permitted.

C. Suitable material up to 4 inches in greatest dimension removed from the ditches may be blended into existing native road surface and shoulder or placed in designated berm.

D. Do not blend material from ditch cleaning operations into aggregate surfaced roads. Do not blade material across aggregate or bituminous surfaced roads, unless approved in writing.

813.01 Description

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This work consists of placing surface aggregate as DESIGNATED ON THE GROUND, or as ordered by the Contracting Officer Representative. It includes preparing the area, furnishing, hauling, and placing all necessary materials and other work necessary to blend with the adjacent road cross section.

813.02 Materials

A. Materials will be Government-furnished when stated in the supplemental specifications.

B. Materials furnished by the Purchaser shall conform to the gradation and quality requirements of Section 703 of the "Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects FP-14 U.S. Customary Units" and FS supplements to the FP-03.

C. All materials transported onto National Forest System land shall be free of invasive species of concern. Written documentation of methods used to determine the invasive species of concern free status of any and all materials furnished by the Purchaser shall be submitted to the Contracting Officer Representative before transport of any materials onto National Forest System land.

The Contracting Officer Representative shall have 5 days, excluding weekends and Federal holidays, to review the methods and inspect the materials after the required written documentation is provided by the Purchaser. After satisfactory review and inspection or after such 5 day period, the Purchaser may transport the material onto National Forest System land.

813.03 Maintenance Requirements

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A. Thoroughly loosen the area to be surfaced to a minimum depth of 1 inch prior to placement of aggregate.

B. Mixing and Placing

When scheduled coincidentally with work under Section T-811, and included in the SUPPLEMENTAL SPECIFICATIONS, mix surfacing and existing aggregate with water until a uniform mixture is obtained prior to final shaping and compaction.

Otherwise, spread the material on the prepared area in layers no more than 4 inches in depth. When more than one (1) layer is required, shape and compact each layer before the succeeding layer is placed. Upon completion, the surfacing shall reasonably conform to the adjacent cross section and provide smooth transitions in the road profile.

C. Compaction Methods

Compaction Method A: Operating spreading and hauling equipment over the full width of the travel way.

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625.01 Seeding

SEEDING SPECIFICATIONS

The fertilizer shall be incorporated to a minimum depth of 3” and a seedbed prepared for the area to be seeded. No limestone shall be applied. Fertilizer shall be 8-24-24 and applied at the rate of 700 pounds per acre. The seasons and application rates for seed shall meet the following schedule:

Summer Bulk rate in lbs./acre (PLS)††

Mixed rate in lbs./acre

Winter Bulk rate in lbs./acre

(PLS)††

Mixed rate in lbs./acre (April-Sept) (Oct-Mar) brown top millet 35-45 10 austrian winter peas† 30 4.5 common carpet grass 25-35 2.5 cereal rye 90-120 9 cow peas - var.

Iron and Clay† 25-35 5 cow peas - var.

Iron and Clay† 25-35 2.5 grain sorghum 20 3 oats 100-120 20 partridge pea 13-Oct 3 wheat 60-120 20 pearl millet 25-30 5 white clover (osceola or Durana)†

5-Mar 2

Critical Erosion Areas (areas of concern due to slope)

Summer/ Winter

Bulk rate in lbs./acre (PLS)†† Mixed rate in lbs./acre

Bahiagrass 15 3 Bermudagrass 5 1 brown top millet 35-45 15 common carpet grass 25-35 2.5 ryegrass (annual) 20-30 10 white clover (osceola or durana)†

5-Mar 2

†Innoculate all legumes and clovers (except for Partridge Pea) †† PLS = pure live seed

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SUMMARY OF ESTIMATED QUANTITIES

PAY

ITEM

NUMBER

PAY ITEM ROAD #272 ESTIMATED

QUANTITIES

FSR-272

MEAS. UNIT

151.01 Mobilization LSQ L.S. 1

204.13 Leadoff Ditches CQ L.F. 2,500

322.09 Crushed aggregate , SB-2

surface , class R , method A

CQ Ton 5,400

625.01 Seeding , dry method CQ Acre 10

212.01 Linear Grading CQ Mile 3.9

303.04 Road reconditioning, Ditching Left & Right CQ Mile 7.8

Attachment 002 Statement of Work NFSR 272 Road and Ditch Repair 46 of 53

Attachment 002 Statement of Work NFSR 272 Road and Ditch Repair 47 of 53

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