Attachment_02_-_Schedule,_DOW,_Maps.pdf

Schedule of Items

FR 1063 – Section 10 Road Cassville Ranger District

Mark Twain National Forest Barry County, Missouri

ITEM

NO. DESCRIPTION PAY

UNIT

EST.

QTY.

UNIT

PRICE

TOTAL

PRICE

15101 Mobilization Lump Sum 1

20421-1 Rock Excavation Cubic Yard 175

20704 Geotextile and Geogrid Separation and Stabilization Applications Square Yard 704

30202-1 Crushed aggregate grading 4” – 6” clean, Compaction method 1 Ton 50

30202-1 Crushed aggregate grading 2” minus, Compaction method 1 Ton 496

30301-6 Roadway Reconditioning, compaction method A Lineal Mile 1.4

60201-1 Install 24” Culverts Lineal Feet 44

60704-1 Cleaning Culverts in Place EA 3

Total

B-2 - NOTE:

Payment for bond premiums in accordance with Clause 52.232-5, Payments under Fixed-Price Construction Contracts, shall not be in addition to the contract price. Include bond payments under 15101 Mobilization.

Payment will be made on actual work performed as described in FP-14 109.01 unless otherwise noted.

Mowing and limbing will be considered incidental to roadway excavation pay item 30301-6, roadway reconditioning.

Compaction Method 1 shall be for aggregate placement compaction according to FP-14 302.05(a).

Any necessary excavation or clearing and grubbing per the Description of Work will be incidental to pay item 30301-6, roadway reconditioning.

All items are design quantities; no payment will be made for variations within +/-15% of the design quantity, without a CO approved modification.

Approximate Milepost Description of Work

0.00

Beginning of Section 10 Road Intersection of FR 15000 and FR 1063 Begin Placing 2" Minus Aggregate at 3" Thickness by 12’-0” Width Begin Reconditioning Roadway Begin Placing Geotextile, Type I-A

0.03 Reconstruct Type A-A Outlet Ditch Left Re-establish Drainage Ditch Right

0.04 Reconstruct Type A-A Outlet Ditch Left Re-establish Drainage Ditch Right

0.09 Reconstruct Type A-A Outlet Ditch Left Re-establish Drainage Ditch Right

0.10 End Placing Geotextile, Type I-A

0.13 Reconstruct Drainage Ditch Right

0.14 Perform Maintenance on Natural Drainage Crossing Left

0.17 Perform Maintenance on Type B Dip Left

0.18 Perform Maintenance on Natural Drainage Crossing Left

0.20 Perform Maintenance on Natural Drainage Crossing Left

0.20 Perform Maintenance on Type A Dip Left

0.22 Perform Maintenance on Type B Dip Left End Drainage Ditch on Right Place 10 Ton 4” – 6” Clean Aggregate to Harden Dip Bottom

0.23 Perform Maintenance on Type A Dip Left

0.28 Perform Maintenance on Type A Dip Left

Place 10 Ton 4” – 6” Clean Aggregate to Harden Dip Bottom

0.32 Perform Maintenance on Type A Dip Left

Place 10 Ton 4” – 6” Clean Aggregate to Harden Dip Bottom

0.35 Perform Maintenance on Type B Dip Left

0.38 Construct Type A-A Outlet Ditch Left

0.40 Begin Rock Excavation from Ditch on Right (Uphill Side)

0.42 Perform Maintenance on Type A Dip Left

0.44 Perform Maintenance on 24" Culvert (Clean Inlet/Outlet)

0.47 Replace Dip with Culvert (Place 24"- 22'-0’ Culvert, Rock Excavation Required)

0.49 Replace Dip with Culvert (Place 24"- 22'-0’ Culvert, Rock Excavation Required)

Milepost Description of Work

0.49 End Rock Excavation from Ditch on Right (Uphill Side)

0.52 Perform Maintenance on 18" Culvert (Clean Inlet/Outlet and Drainage Ditch)

0.53 Reconstruct Ditch Right (Uphill Side)

0.57 Perform Maintenance on Type B Dip Left

0.65 End Placing 2" Minus Aggregate at 3" Thickness by 12’-0” Width Perform Maintenance on 18" Culvert (Clean Inlet/Outlet and Drainage Ditch)

0.69 Perform Maintenance on Type A Dip Left

0.72 Perform Maintenance on Type A Dip Left

0.84 Construct Type A-A Dip Left Place 10 Ton 4” – 6” Clean Aggregate to Harden Dip Bottom

0.92 Roadway Levels Out on Ridge Begin Re-crowning of Road – Drainage Ditch on Each Side

0.95 Continue Re-crowning of Road – Drainage Ditch on Each Side

1.40

Intersection of FR 1003 and FR 1063 (Calculated from INFRA Road Length) End Re-crowning of Road – Drainage Ditch on Each Side End Reconditioning Roadway End of Road

Notes:

• All maintenance shall conform to Roadway Reconditioning standards.

• A 12’-0” minimum road width shall be maintained.

• If the roadway exceeds 12’-0” the existing width shall be maintained.

• Geotextile shall be covered with a minimum of four inches of aggregate vertically and aggregate shall adequately extend horizontally to prevent exposure of Geotextile.

• Additional 10 tons of 4” – 6” Clean Aggregate to be placed at the discretion of the COR.

Mark Twain National Forest – Cassville Ranger District – Barry County Vicinity Map - FR 1063 & FR 15000

(From Cassville: FR 1171 is approximately 6.95 miles East on State Highway 76)

FR 1171

FR 1063

FR 15000

Mark Twain National Forest – Cassville Ranger District – Barry County Location Map - FR 1063 & FR 15000

(From intersection of Highway 76 and FR 1171 site location is approximately 1.73 miles South on FR 1171)

Intersection

Site Location

Schedule of Items

FR 15000 – 15000 Road Cassville Ranger District

Mark Twain National Forest Barry County, Missouri

ITEM

NO. DESCRIPTION PAY

UNIT

EST.

QTY.

UNIT

PRICE

TOTAL

PRICE

15101 Mobilization Lump Sum 1

20704 Geotextile and Geogrid Separation and Stabilization Applications Square Yard 1507

25102 Placed Riprap, class 2 Ton 30

25306-1 Articulating concrete mat, 135’x16’x5.5” with barrier, CC45 or equivalent Lump Sum 1

25306-1 Articulating concrete mat, 141’x16’x5.5” with barrier, CC45 or equivalent Lump Sum 1

30202-1 Crushed aggregate grading 4” – 6” clean, Compaction method 1 Ton 608

30202-1 Crushed aggregate grading 2” minus, Compaction method 1 Ton 735

30301-6 Roadway Reconditioning, compaction method A Lineal Mile 1.3

Total

B-2 - NOTE: Payment for bond premiums in accordance with Clause 52.232-5, Payments under Fixed-Price Construction Contracts, shall not be in addition to the contract price. Include bond payments under 15101 Mobilization.

Payment will be made on actual work performed as described in FP-14 109.01 unless otherwise noted.

Mowing and limbing will be considered incidental to roadway excavation pay item 30301-6, roadway reconditioning.

Compaction Method 1 shall be for aggregate placement compaction according to FP-14 302.05(a).

Any necessary excavation or clearing and grubbing per the Description of Work will be incidental to pay item 30301-6, roadway reconditioning.

All items are design quantities; no payment will be made for variations within +/-15% of the design quantity, without a CO approved modification.

0.00 End of FR 1171 and Beginning of FR 15000 Beginning of 15000 Road Begin Placing 2" Minus Aggregate at 2" Thickness by 12’-0” Width

0.06 End Placing 2" Minus Aggregate at 2" Thickness by 12’-0” Width Begin Placing 2" Minus Aggregate at 4" Thickness by 12’-0” Width

0.08 End Placing 2" Minus Aggregate at 4" Thickness by 12’-0” Width Begin Placing 4" - 6" Clean Aggregate of 6” Thickness by 12’-0” Width

0.10

Creek Crossing Continue Placing 4" - 6" Clean Aggregate as Bedding for ACM Place ACM 135'-0” x 16’-0” x 51

" (See Notes)

Harden Upstream Side of ACM with Class 2 Rip Rap (See Notes)

0.11 End Placing 4" - 6" Clean Aggregate of 6” Thickness by 12’-0” Width Begin Placing 2" Minus Aggregate at 4" Thickness by 12’-0” Width

0.20 End Placing 2" Minus Aggregate at 4" Thickness by 12’-0” Width Begin Placing 2" Minus Aggregate at 2" Thickness by 12’-0” Width

0.27 Continue Placing 2" Minus Aggregate at 2" Thickness by 12’-0” Width

0.28 Perform Maintenance on Natural Drainage Crossing Right

0.32 Perform Maintenance on Natural Drainage Crossing Right

0.47 Perform Maintenance on Natural Drainage Crossing Right

0.51 Continue Placing 2" Minus Aggregate at 2" Thickness by 12’-0” Width

0.59 Perform Maintenance on Natural Drainage Crossing Right

0.64 Continue Placing 2" Minus Aggregate at 2" Thickness by 12’-0” Width

0.67 Intersection of FR 1181 and FR15000

0.72 Perform Maintenance on Type A Dip Left (Clean-up Outlet Ditch)

0.74 Continue Placing 2" Minus Aggregate at 2" Thickness by 12’-0” Width

0.75 Natural Drainage Crossing Taper Road Approach/Departure for Better Transition Solid Ledge Rock Crossing

0.79 Perform Maintenance on Type A Dip Right (Clean-up Outlet Ditch)

0.84 Continue Placing 2" Minus Aggregate at 2" Thickness by 12’-0” Width

0.93 Perform Maintenance on Type A Dip Right (Clean-up Outlet Ditch)

1.07

Natural Drainage Crossing Taper Road Approach/Departure for Better Transition Solid Ledge Rock Crossing Begin Placing Geotextile, Type I-A

1.16 Natural Drainage Crossing End Placing 2" Minus Aggregate at 2" Thickness by 12’-0” Width Begin Placing 4" - 6" Clean Aggregate of 6” Thickness by 12’-0” Width

1.18

Creek Crossing Continue Placing 4" - 6" Clean Aggregate as Bedding for ACM Place ACM 141'-0” x 16’-0” x 51

" (See Notes)

Harden Upstream Side of ACM with Class 2 Rip Rap (See Notes)

1.19 Continue Placing 4" - 6" Clean Aggregate of 6” Thickness by 12’-0” Width

1.21 Continue Placing 2" Minus Aggregate at 4" Thickness by 12’-0” Width

1.26 End Placing 4" - 6" Clean Aggregate of 6” Thickness by 12’-0” Width

1.28

End Placing Geotextile, Type I-A End Placing 2" Minus Aggregate at 4" Thickness by 12’-0” Width End Reconditioning Roadway FR 1063 Intersection

Notes:

• All maintenance shall conform to Roadway Reconditioning standards.

• A 12’-0” minimum road width shall be maintained.

• If the roadway exceeds 12’-0” the existing width shall be maintained.

• Articulating Concrete Mats (ACM’s) shall be placed so that each upstream corner will be within ±0.1 feet elevation of each other.

• Upstream hardening shall at a minimum consist of:

o a minimum of 3’-0” extending past each end of the ACM o ((Length of ACM + 6’-0”) x 3’-0” Width x 1’-0” Thickness)

• Geotextile shall be covered with a minimum of four inches of aggregate vertically and aggregate shall adequately extend horizontally to prevent exposure of Geotextile.

Description of Work 15000