Attachment_03_-_Schedule,_DOW,_Maps.pdf

Schedule of Items

FR 3104 Oak Tower

Poplar Bluff Ranger District Mark Twain National Forest

Butler County, Missouri

ITEM

NO.

DESCRIPTION

PAY

UNIT

EST.

QTY.

PRICE

TOTAL

15101

Mobilization

Lump Sum 1

15705 Soil Erosion Control, Sediment Log Ft 400

20404 Unclassified borrow, Compaction method A

Cubic Yard 123

25102 Placed Riprap, class 3 Ton 75

25306-1 Articulating concrete mat, 56’x16’x5.5” with barrier, CC45 or equivalent

Lump Sum 1

25306-1 Articulating concrete mat, 88’x16’x5.5” with barrier, CC45 or equivalent

Lump Sum 1

25306-1 Articulating concrete mat, 104’x16’x5.5” with barrier, CC45 or equivalent

Lump Sum 1

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

Ton 150

30301-6 Roadway Reconditioning, compaction method A LS 1

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.

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.

FR 3104 Oak Tower

MILEPOST DESCRIPTION OF WORK

0.90 Remove vegetation to open outlet ditches with appropriate construction equipment.

Begin re-establishing double ditch section maintaining the current road prism.

Clean and recondition all outlets and cut ditches no less than 1 foot deep.

Begin spreading 2” base crushed aggregate a depth of 2” and a width of 12’.

Aggregate is not to be spread over the ACM sections but will be spread in sections built back to grade in between the ACM sections.

0.94 Clean AA type outlet ditches left and right.

0.99 Clean AA type outlet ditches left and right.

Discontinue double ditch section and begin outsloped section according to road prism.

1.06 Begin pulling ditch right.

1.11 Reshape AA type outlet ditch right.

Discontinue ditch right.

1.14 Begin placement of three articulating concrete mat sections according to drawing.

Mats shall be placed in existing 20 foot corridor.

Sub-excavate rock and native material to place articulated concrete mat.

Sub-excavated grade will equal depth of concrete mat.

Two upstream rows of concrete mat will be anchored by entrenching leaving a 12-14’ driving surface.

COR will be on site to approve subgrade prior to mat placement.

Clearing to accommodate equipment will be marked on the ground with flags, stakes, etc. and approved by the COR prior to beginning.

Native material and/or fill material brought from approved outside sources will be used to build up areas to natural grade in two areas marked on the drawing.

Material will be placed according to the specifications.

Place erosion control sediment log downstream of mat location and out of the clearing area.

1.23 Clean AA type outlet ditch left.

End placement of 2” base crushed aggregate a depth of 2” and width of 12’.

End all work on FR 3104.

AutoCAD SHX Text

ACM

AutoCAD SHX Text 56' x 16'

AutoCAD SHX Text 88' x 16'

AutoCAD SHX Text 104' x 16'

AutoCAD SHX Text

ACM

AutoCAD SHX Text

ACM

AutoCAD SHX Text

MP 1.14

AutoCAD SHX Text

MP 1.18

AutoCAD SHX Text

MP 1.20

AutoCAD SHX Text

MP 1.22

AutoCAD SHX Text

MP 1.16

AutoCAD SHX Text MP are Approx.

AutoCAD SHX Text Minor shifts in position

AutoCAD SHX Text may be required at the

AutoCAD SHX Text direction of the COR

AutoCAD SHX Text 126' x 4' ditch armored

AutoCAD SHX Text w/ Class 3 riprap

AutoCAD SHX Text Length is approx.

AutoCAD SHX Text Finish grade equal to ACM grade

AutoCAD SHX Text N

AutoCAD SHX Text Not to Scale/JB

AutoCAD SHX Text

AutoCAD SHX Text Fill to Natural Grade

AutoCAD SHX Text Fill to N.

AutoCAD SHX Text Grade

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text FR 3104 Stream Crossing

AutoCAD SHX Text %%UCross Section

AutoCAD SHX Text %%UProfile

FR 3104 OAK TOWER LOCATION – POPLAR BLUFF DISTRICT

BUTLER COUNTY

From Poplar Bluff, MO: Proceed north on SH W approx. 7.7 miles to entrance of FR 3104 on left

Schedule of Items

FR 3119 Flatwoods School

Poplar Bluff Ranger District Mark Twain National Forest

Butler County, Missouri

ITEM

NO.

DESCRIPTION

PAY

EST.

QTY.

TOTAL

15101

Mobilization

Lump Sum 1

15705 Soil Erosion Control, Sediment Log Ft 250 _________ _________

25102 Placed Riprap, class 2 Ton 100 _________ _________

25306-1 Articulating concrete mat, 216’x16’x5.5” with barrier, CC45 or equivalent

Lump Sum 1 _________ _________

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

Ton 10 _________ _________

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

Ton 280 _________ _________

30301-6 Roadway Reconditioning, compaction method A LS 1 _________ _________

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.

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.

FR 3119 Flatwoods School

MILEPOST DESCRIPTION OF WORK

0.05 Begin by reshaping natural dip for positive drainage.

Place 10 tons 4-6” oversize in dip to harden surface.

Cap with 10-15 tons of 2” base to cover oversize to create a smooth surface.

Remove vegetation to open outlet ditches with appropriate construction equipment.

Begin re-establishing double ditch section having a 12’ subgrade width.

0.30 Remove vegetation to open outlet ditches with appropriate construction epuipment.

Begin re-establishing double ditch section having a 12’ subgrade width.

Clean and recondition all outlets and cut ditches no less than 1 foot deep.

Begin spreading 2” base crushed aggregate a depth of 2” and a width of 10’.

Clean inlet/outlets of all culverts to allow for proper drainage.

0.60 Begin placement of articulating concrete mat.

Mat shall be placed in existing 20 foot corridor.

Sub-excavate rock and native material to place articulated concrete mat.

Sub-excavated grade will equal depth of concrete mat.

Two upstream rows of concrete mat will be anchored by entrenching with rip rap leaving a 12-14’ driving surface.

COR will be on site to approve subgrade prior to mat placement.

Clearing to accommodate equipment will be marked on the ground with flags, stakes, etc. and approved by the COR prior to beginning.

Place erosion control sediment log downstream of mat location and out of the clearing area.

Do not place aggregate on ACM.

0.95 End all reconditioning of FR 3119.

End placement of 2” base crushed aggregate a depth of 2” and width of 10’.

FR 3119 FLATWOODS SCHOOL – POPLAR BLUFF DISTRICT

BUTLER COUNTY

From Poplar Bluff, MO: Proceed north on SH 67 approx. 10.7 miles then proceed west on CR 402 approx.

4.6 miles then proceed south on CR 408 approx. 0.45 miles to entrance of FR 3119 on left