AG8508S160002_Amend_002.pdf

SECTION B - SUPPLIES OR SERVICES AND PRICES/COSTS

SCHEDULE OF ITEMS

AG-8508-S-16-0002 Amendment 0002

SCHEDULE I BASE YEAR

ITEM Description Estimated Quantity

Method of Measure Unit Unit Price Total Price

151 (01) Mobilization from base of operation (one time per job). 1 C.Q. Each Per Task

Order Per Task

Order 152 Establish clearing limits 1 C.Q. Mile 157 (01) Sediment basin 1 C.Q. Each 157 (02) Soil Erosion Control 1 C.Q. LF

202 (01) Removal and Disposal of Trees less than 24" Diameter 1 C.Q. Each

202 (02) Removal and Disposal of Trees greater than 24" Diameter 1 C.Q. Each

203 (01) Removal of Existing Culverts 1 C.Q. Each

203 (02) Removal of Structures and Obstructions (Bury Pit) 1 C.Q. Each

204 (01) Roadway excavation, compaction method "C", finishing method "A". 1 C.Q. CY

204 (02) Load, Haul, and Place Material, compaction method "C", finishing method "A".

1 C.Q. CY

204(01)C Drainage excavation, type rolling dip-construct 1 C.Q. Each

204(02)R Drainage excavation, type rolling dip-reconstruct 1 C.Q. Each

211 (01) Roadway Obliteration, Method 1 1 C.Q. Mile 211 (02) Roadway Obliteration, Method 2 1 C.Q. Mile

211 (03) Roadway Obliteration, Method 3 1 C.Q. Mile 212(1)C Linear grading, construction 1 C.Q. Mile

212(2)R Linear grading - Reconstruction of road 1 C.Q. Mile

230 Roadside brushing 1 C.Q. Mile 251 Placed riprap 10 C.Q. CY 303 Road reconditioning 1 C.Q. Mile

306(02) Dust Palliative, Type Magnesium Chloride 1 C.Q. SY

324(01) Aggregate surface course, grading U, compaction method A, commercial source

10 C.Q. CY

324(02) Aggregate base course, grading O, compaction method A, commercial source

10 C.Q. CY

324(03) Aggregate base course, grading Pit Run, compaction method A, commercial source

10 C.Q. CY

The quantities of supplies and services specified in the Schedule are for estimating and evaluation purposes only and are not purchased by this contract. The quantities listed are an estimate of what typical quantities would be for pay items that may be included in a task order. See General Notes

SECTION B - SUPPLIES OR SERVICES AND PRICES/COSTS

SCHEDULE OF ITEMS

AG-8508-S-16-0002 Amendment 0002

SCHEDULE I BASE YEAR

ITEM Description Estimated Quantity

Method of Measure Unit Unit Price Total Price

602 (01) Installation of 18-inch diameter corrugated metal pipe, compaction method "A"

1 C.Q. LF

602 (02) Installation of 24-inch diameter corrugated metal pipe, compaction method "A"

1 C.Q. LF

602 (03) Installation of 36-inch diameter corrugated metal pipe, compaction method "A"

1 C.Q. LF

602 (04) Installation of 15 " X 21" corrugated metal pipe arch, compaction method "A" 1 C.Q. LF

602 (05) Installation of 20"X28" corrugated metal pipe arch, compaction method "A". 1 C.Q. LF

602 (06) End section for an 18" pipe culvert. 1 C.Q. Each 602 (07) End section for a 24" pipe culvert. 1 C.Q. Each 602 (08) End section for a 36" pipe culvert. 1 C.Q. Each

602 (9) End section for a 15"X21" corrugated metal pipe arch. 1 C.Q. Each

602 (10) End section for a 20"X28" corrugated metal pipe arch. 1 C.Q. Each

607 (01) Cleaning culverts in place 24" or under. 1 C.Q. Each

607 (02) Cleaning culverts in place 24"-36" 1 C.Q. Each

607 (03) Cleaning culverts in place 36" and larger. 1 C.Q. Each

619 (01) Fence, type barbed wire 1 C.Q. Foot

619 (02) Gate, type barbed wire, size 16 feet wide 1 C.Q. Each

619 (04) Replace Lock Open Post 1 C.Q. Each

619 (05) Furnish and Install Type 2 OM 1 C.Q. Each

625 Seeding, dry method, Government Furnished Seed 1 C.Q. Acre

650 Furnish and install road closure device, type 1, size 16 feet 1 C.Q. Each

DESCRIPTION OF PAY ITEMS

1. Mobilization will be negotiated and paid for on a per task order basis. No bid is required for the Parent Contract.

2. Mobilization shall be paid one time per job. Mobilization will not be paid for the return trip to the base of operations, or for re-mobilization to the same project (e.g. equipment taken back to the base of operations for the weekend), unless agreed in advance by the Contracting Officer.

3. Mobilization covers the movement of personnel, equipment, supplies, and incidentals to the project area. Requirements and provisions shall follow Section151 in the FP-03 specifications.

4. Pay Item 151(01) Bonding is a percentage unit price and shall be used for any Task Order between $30,000 and $150,000. The Pay Item is calculated by adding all mobilization pay item costs with all work pay item costs and then multiplying it by the percentage unit price.

5. Pay Item 152 Establish Clearing Limits consists of measurement of the required vegetation clearing distance from the edge of the roadway and marking the distance by hanging flags that delineate the area to be cleared. Clearing Limits may vary depending on road location factors such as ground slope, road width and presence of ditches. See drawing “Field Guide for 212 Staking”.

6. Pay Item 157 (01) Sediment Basin consists of the construction of a drainage structure that is designed to create an area for water to drain from the road. This item is usually associated with a rolling dip or grade sag. Construct as shown on the drawings.

7. Pay Item 157 (02) Soil Erosion Control structures shall be installed according to FP-03 Section 157 and on the drawings. Erosion control material shall be Silt Fence.

8. Pay Items 202 (01) and 202 (02) include the falling, limbing and removal of individual trees designated for cutting. Merchantable trees shall be whole tree skidded to a designated landing not more than .5 miles from the original location of the tree. The trees shall be processed at the landing and all slash and tops shall be piled as described in specification 203.05 (piling). Non-merchantable trees shall be limbed and bucked into pieces not to exceed 10 ft. and piled in a designated area.

9. Pay Item 203 (01) Removal of Culverts shall include the excavation, removal and legal disposal of culverts designated for removal.

10. Pay Item 203 (02) Removal of Structures and Obstructions (bury pit). Construction of a bury pit designed for the disposal of stumps. Construct as shown on the drawings. Dimensions for bidding purposes shall be 35’X 20’ and 7 foot depth.

11. Pay Item 204 (01) Roadway excavation, compaction method "C", finishing method "A". Involves excavation, placement, and compaction of common ripable earthen materials for roadway construction. Bid prices should assume a haul distance up to 1 mile from the work location.

Distances exceeding this distance shall be negotiated separately.

12. Pay Item 204 (01) C. Construction of rolling dips as shown on the drawings.

13. Pay Item 204 (02) R. Reconstruction of existing rolling dips, including cleaning of outlet ditch, removal of material from the bottom of the dip and re-shaping as necessary to drain water from the road.

14. Pay Item 211 (01) Roadway Obliteration. Method 1 shall be performed according to Supplemental Specification 211. The intent of this item is to re-contour to match original/existing ground contour. Culvert removal is paid for under 203(01).

15. Pay Item 211 (02) Roadway Obliteration. Method 2 shall be performed according to Supplemental Specification 211. The intent of this item is to re-shape/outslope existing road bed to drain. Culvert removal is paid for under 203(01).

16. Pay Item 211 (03) Roadway Obliteration. Method 3 shall be performed according to Supplemental Specification 211. The intent of this item is to scarify the existing roadbed to a 12” depth one pass in and out. Culvert removal is paid for under 203(01).

17. Pay Item 212 (01) C Linear Grading, Construction. Construction of new roads or road sections, including clearing and grubbing, excavation of the roadway, installation of drainage structures including ditches (rolling dips and sediment basins are paid separately) and finishing of the road.

The road alignment will be determined and staked by the FS.

18. Pay Item 212 (02) R Linear Grading Reconstruction. Re-Construction of existing roads. Includes the installation of new ditches, curve widening, minor re-alignments of the road and re-finishing the road surface. Rolling dips, sediment basins and roadside brushing are paid for separately.

19. Pay Item 230 Roadside Brushing. Cutting and removal of trees and brush within the clearing limits of the road approximately 4 feet from the edge of the road depending on slope, presence of ditches etc… See clearing limits field guide and Supplemental Specification 230.

20. Pay Item 251 Placed Rip Rap. Class “4” shall be installed according to FP-03 Section 251. Pay item shall include furnishing, hauling, and placing the specified material. Bid prices should assume a haul distance not to exceed 70 miles one-way from the nearest acceptable commercial source to the project site. Distances exceeding this amount shall be negotiated separately, as needed.

21. Pay Item 303 Road Reconditioning. Re-working/maintaining existing roads and drainage structures. Includes re-shaping and finishing the road surface and cleaning of existing ditches and drainage structures.

22. Pay Item 306 Dust Palliative. Includes materials and application only. Application rates shall be .33gal/SY. Work required to prepare the roadbed shall be paid for under Pay Item 303.

23. Pay Item 324 (01) Aggregate Surface Course, Grading U, Compaction Method A. Commercial source. Hauling placing spreading and compacting aggregate as specified in Supplemental Specification 324. Pay item shall include furnishing, hauling, and placing the specified material.

Bid prices should assume a haul distance not to exceed 70 miles one-way from the nearest acceptable commercial source to the project site. Distances exceeding this amount shall be negotiated separately, as needed.

24. Pay Item 324 (02) Aggregate Base Course, Grading O, Compaction Method A. Commercial source. Hauling placing spreading and compacting aggregate as specified in Supplemental Specification 324. Pay item shall include furnishing, hauling, and placing the specified material.

Bid prices should assume a haul distance not to exceed 70 miles one-way from the nearest acceptable commercial source to the project site. Distances exceeding this amount shall be negotiated separately, as needed.

25. Pay Item 324 (03) Aggregate Base Course, Grading Pit Run, Compaction Method A.

Commercial source. Hauling placing spreading and compacting aggregate as specified in Supplemental Specification 322. Pay item shall include furnishing, hauling, and placing the specified material. Bid prices should assume a haul distance not to exceed 70 miles one-way from the nearest acceptable commercial source to the project site. Distances exceeding this amount shall be negotiated separately, as needed.

26. Pay Items 602 (01)-602 (10) Culvert Installation. The installation of culverts and end sections as described in the schedule of items and the Specifications and Drawings.

27. Pay Items 607 (01)-607 (03) Culvert Cleaning. Cleaning in place of various sizes of culverts.

Cleaning includes removing debris from the adjacent uphill catch basin and removing debris 3’ from both ends of the culvert. 3’ is measured from the end of the culvert toward the center of the culvert.

28. Pay Items 619 (01) – 619 (05) Installation of Gates and Accessories.

29. Pay Item 625 Seeding, dry method. Shall be performed according to Supplemental Specification

625. Seed shall be Government Furnished.

30. Pay Item 648(04) Place Streambed Simulation Rock includes excavation and placing Class 4 riprap as shown on the drawings. Payment for furnishing and hauling riprap is under 251. In some cases, onsite riprap may be used.

31. Pay Item 650 Furnish and install road closure device, type 1, size 16 feet. Install road closure device as specified and per MUTCD standards.

32. Traffic control for all Pay Items shall be considered incidental to other Pay Items. Contractor and Forest Service will agree to a temporary traffic control plan prior to signs being installed.

33. The Contractor is required to call 811 to obtain a utility line locate before any ground disturbance on any task order. The Forest Service will try to provide as much information about any utilities known but it is the Contractor’s responsibility to locate all utility lines.

Schedule of Items