Atch2_SampleTasksA-B.pdf

Sample Tasks A & B AG-0120-S-16-0003 Page 1 of 2

Sample Task A. Sample Task A is a SCA sample task. The task is for road maintenance on a five mile segment of 14-foot wide, single-lane gravel road near Seward, Alaska. Work involves regrading of the gravel surface, pulling ditch on one side of the road, cleaning culverts, and brushing the sides of the roadway within 10 feet of the edge of the road surface. Three locations require replacement gravel surfacing of 50 cubic yards to be placed per specification requirements. Brush consists of mixed alder and willow approximately 3-feet high, with average plant spacing of 3 feet throughout the length of road on both sides.

Sample Task A Pricing Schedule

Item No. Description Qty Unit Unit Price Total Price

1 Other Direct Costs (not including direct labor) 1

1a Mobilization 1 LUMP

SUM $______________ $_____________

1b Materials 1 LUMP

SUM $______________ $_____________

1c Other* 1 LUMP

SUM $______________ $_____________

2 81101B, Blading Roads, Compaction B 5 MILE

81301A, Spot Surfacing, Contractor- Furnished Material, Grading F, Compaction B

150 CU YD

4 83401, Clean and Recondition Culverts 24 inch Diameter and Under 30 EACH

5 83404, Clean Ditches 5 MILE

6 84201, Remove Roadway Vegetation 5 MILE

TOTAL PRICE

*For evaluation purposes, list below ITEMS included in Item No. 1c:

Sample Tasks A & B AG-0120-S-16-0003 Page 2 of 2

Sample Task B. Sample Task B is a Construction sample task subject to Construction Wage Rate

Requirements. The task is for the replacement of a 16-foot wide, 40-foot long, single-lane road bridge on a Forest Service road. The bridge is located on a gravel road in a mountainous area near Hope, Alaska. The existing bridge is a failed log-stringer bridge with aggregate surface. Required work includes removal and disposal of the existing structure, and replacement with a pre-engineered, galvanized steel bridge with treated timber sills, a timber running surface and treated timber curbs.

Site work involves clearing brush, reconstructing and repositioning sills and abutments, rip-rap armoring of the stream channel under the bridge, and finish grading of final road surface. Removal of the existing structure and all sitework is incidental to construction of the new bridge.

Sample Task B Pricing Schedule

Item No. Description Qty Unit Unit Price Total Price

1 Other Direct Costs (not including direct labor)

1a Mobilization 1 LUMP

SUM

1b Materials 1 LUMP

SUM

1c Other* 1 LUMP

SUM

2 25101, Placed Riprap, Class 4 60 CU YD

57103, Prefabricated Steel Bridge Superstructure – design, fabricate, deliver and install

1 LUMP

SUM $______________ $______________

4 57106, Bridge Substructure, Treated Timber 1 LUMP

SUM $______________ $______________

*For evaluation purposes, list below ITEMS included in Item No. 1c: