Amendment_006_package.pdf

SECTION B - SCHEDULE OF ITEMS

South Fork Road Repair

AMENDMENT 6

Amendment 6 4/22/2015 1/1

Item No. Desc. Method Unit Qty Unit Price Total

GENERAL WORK

151(01) Mobilization LSQ Job 1 $____________ $______________

156(01) Public Traffic LSQ Job 1 $____________ $______________

157(01) Soil Erosion Control LSQ Job 1 $____________ $______________

204(01) Excavation and Embankment AQ CY 2000 $____________ $______________

Eacavation and removal of material

207(01) Earthwork Geotextiles AQ SY 2850 $____________ $______________

Table 714-1 Class 1 Woven, Type D

207(02) Earthwork Geotextiles AQ SY 5700 $____________ $______________

Table 714-6 Type VI

301(01) Untreated Aggregate Course AQ CY 1000 $____________ $______________

Includes Shoulder Backing

Compaction F, 95% T-180

Government Supplied

301(02) Untreated Aggregate Course AQ CY 500 $____________ $______________

Drain Rock-Commercial source

403(01) Hot Asphalt Concrete Pavement AQ TN 950 $____________ $______________

Type PG 64-16, 1/2-inch mix

412(01) Asphalt Tack Coat AQ LS 1 $____________ $______________

Spread rate-0.10 gallons per square yard

602(01) Culverts and Drains AQ LF 50 $____________ $______________

24-inch 12 gauge galvanized CMP

Total $____________ $______________

Amendment 6

AG-9AC7-S-15-0052

South Fork Road 40N26 Road repair

SECTION C - DESCRIPTION/SPECIFICATION/WORK STATEMENT

C.1. DESCRIPTION OF WORK

Furnish all labor, equipment and materials to repair road damage on the South Fork Road. 40N26. There are generally two types of work

C.1.a DIGOUT WORK

Work will include removing the existing chipseal, excavation and removal of approximately 20 inches of base and subbase, disposing this material at the designated disposal site, placing geotextile under a 6-inch layer of drain rock, placing 12 inches of base separated by geotextiles fabric at 6-inch intervals, paving (2-inch) and shoulder backing.

C.1.b PATCHING WORK

Work will include pothole patching and skin patching of the existing chipseal. Skin patch areas shall be completed by cleaning any deleterious material, placing a tack coat and placing approximately 1-inch of asphalt.

The contractor will be required to complete all sampling and testing in accordance with the specifications.

C.1.c DETAILED DESCRIPTION OF MAJOR PAY ITEMS

Pay Item 157(01) Soil Erosion Control: This pay item consist of providing proper drainage and wattle protection around the disposal material at the designated disposal site.

Pay Item 204(01) Excavation and Embankment: This work consists of excavation of existing base and subbase to a depth of approximately 20-inches. The material will be hauled to the designated disposal site (rock quarry).

Pay Item 207(01) Earthwork Geotextiles: This work consists of providing and placing the designated geotextile as shown on the drawings. Payment will include all work required to place this material.

Pay Item 207(02) Earthwork Geotextiles: This work consists of providing and placing the designated geotextile as shown on the drawings. Payment will include all work required to place this material.

Pay Item 301(01) Untreated Aggregate Course: This material is provided by the Government at the designated rock quarry. This work will consist of loading, hauling and placing and compacting to 95% T180, 12-inches of road base. This also included placing and compacting (no designated compaction requirement) the shoulder backing as required on the digout areas.

Pay Item 301(02) Untreated Aggregate Course: This work consists of purchasing, delivering and placing and compacting 6-inches of drain rock as shown in the drawings. This rock shall be a washed free draining rock with a maximum size of 2-inches. The contractor will submit a gradation for approval before work commences.

Pay Item 602(01) Culverts and Drains: This work consist of installing a 24-inch galvanized cmp. It includes all work and materials for a complete installation.

AMENDMENT 006