NM FS 141(1) Plan.pdf

CURTIS R

SCOTT

Digitally signed by CURTIS R SCOTT Date: 2024.06.11 11:33:26 -06'00'

Sheet and Description

B3 B4 S2

Grading and Surfacing

Summaries

Miscellaneous Summaries

General Notes &

Estimates Allowance Bid

Schedule

A0020 15101-0000 MOBILIZATION LPSM ALL

A0040 15214-1000 SURVEY AND STAKING, BRIDGE LPSM All ALL

A0060 15225-0000 SLOPE, REFERENCE, AND

CLEARING AND GRUBBING CONTROL MILE 0.071 0.071

A0080 15236-2000 SURVEY CONTROL, GRADE

FINISHING MILE 0.109 0.109

A0100 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

A0120 15401-0000 CONTRACTOR TESTING LPSM ALL

A0140 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0160 15701-0000 SOIL EROSION CONTROL LPSM ALL

A0180 20101-0000 CLEARING AND GRUBBING ACRE 0.48 0.07 0.55

A0200 20304-2000 REMOVAL OF BRIDGE LPSM All ALL

A0220 20310-1000 PLUG, EXISTING PIPE EACH 1 1

A0240 20420-0000 EMBANKMENT CONSTRUCTION CUYD 1,475 75 1,550

A0260 20801-0000 STRUCTURE EXCAVATION CUYD 100 100 Contract Quantity

A0280 20803-0000 STRUCTURAL BACKFILL CUYD 40 40 Contract Quantity

A0300 25101-2400 PLACED RIPRAP, METHOD B,

CLASS 4 CUYD 290 290

A0320 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 517 33 550

A0340 40301-0100 ASPHALT CONCRETE PAVEMENT,

TYPE 1 TON 138 14 152

A0360 41201-0000 TACK COAT TON 0.46 0.04 0.50

A0380 55201-0200 STRUCTURAL CONCRETE, CLASS A Contract Quantity

(AE) CUYD 44 44

A0400 55401-1000 REINFORCING STEEL LB 4,600 4,600 Contract Quantity

A0420 55504-0000 PRE-FABRICATED STEEL BRIDGE

(24'x78') LPSM All ALL

A0440 56501-0200 DRILLED SHAFT, 24-INCH

DIAMETER LNFT 142 142

A0460 61701-4550 GUARDRAIL SYSTEM MGS, TYPE 2,

CLASS A WOOD POSTS LNFT 25 25

A0480 61702-1500 TERMINAL SECTION, TYPE MGS

TANGENT EACH 4 4

A0500 61707-0000 STRUCTURE TRANSITION RAILING LNFT 50 50 Contract Quantity

A0520 62201-0200 DUMP TRUCK, 8 CUBIC YARD

MINIMUM CAPACITY HOUR 10

A0540 62201-0550 BACKHOE LOADER, 6 CUBIC FOOT

MINIMUM RATED CAPACITY

BUCKET, 24-INCH WIDTH HOUR 10

MileStone: 100% Re-Estimate Date Completed: 02/08/24 Report Date: 02/08/24

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES - Schedule A

8- Fe b-

:5

PM

Remarks and/or Determination of Estimated

Quantity Pay Item Description Unit

Estimated Quantities

N

N M

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R oa dw ay

\C A D

D _S he et s\ B -S um m su m m ar y2

0.

xl sm

]S he et

PROJECT

B1NM FS 141(1)

S. FORK NEGRITO CR BR

SHEET

NUMBER

Sheet and Description

B3 B4 S2

Grading and Surfacing

Summaries

Miscellaneous Summaries

General Notes &

Estimates Allowance Bid

Schedule

A0560 62201-0950 WHEEL LOADER, 3 CUBIC YARD

MINIMUM RATED CAPACITY HOUR 10

A0580 62201-2750 MOTOR GRADER HOUR 10

A0600 62201-3350 HYDRAULIC EXCAVATOR, 1 CUBIC

YARD MINIMUM CAPACITY HOUR 10

A0620 62301-0000 GENERAL LABOR HOUR 20

A0640 62302-1100 SPECIAL LABOR, HIRED SURVEY

SERVICES HOUR 20

A0660 62406-0300 PLACING CONSERVED TOPSOIL,

4-INCH DEPTH ACRE 0.38 0.07 0.45

A0680 62510-1000 SEEDING, DRY METHOD ACRE 0.38 0.07 0.45

A0700 62515-1000 MULCHING, DRY METHOD ACRE 0.38 0.07 0.45

A0720 63316-1000 REMOVE AND RESET SIGN EACH 2 2

A0740 63501-0000 TEMPORARY TRAFFIC CONTROL LPSM ALL

8- Fe b-

:5

PM

MileStone: 100% Re-Estimate Date Completed: 02/08/24 Report Date: 02/08/24

N

N M

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(1

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D _S he et s\ B -S um m su m m ar y2

0.

xl sm

]S he et

2)

SUMMARY OF QUANTITIES - Schedule A

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

PROJECT

B2NM FS 141(1)

S. FORK NEGRITO CR BR

SHEET

NUMBER

Pay Item 20420-0000 For info only

BCY BCY BCY BCY BCY CCY CCY CCY CUYD CCY CCY CCY BCY

100+80 - 101+97 26 0 26 0 3 0.9 21 85 0 85 170 255 -235 261 101+97 - 102+97 0 0 0 0 0 0.9 0 848 0 848 71 919 -918 1,020 103+77 - 104+77 0 0 0 0 0 0.9 0 538 0 538 52 590 -590 655 104+77 - 105+36 30 0 30 0 5 0.9 22 4 0 4 5 9 14 -16

56 0 56 0 8 43 1,475 0 1,475 298 1,773 -1,729 1,920

NOTE:

1.

2.

3. Unavailable material includes Topsoil Stripping in Cuts.

4. Various additional backfill material needed onsite includes Topsoil Replacement Under Fill.

5.

6.

7.

For info only

Roadway Excavation

Available Material

Unclassified borrow quantity calculated using volumes adjusted for shrink/swell. An assumed value of 0.9 was used for calculations. The contractor is responsible for determining the shrink/swell on the borrow material.

TOTALS

GRADING SUMMARY

For info only

Approach Roads

Roadway Excavation Additional Excavation For info only Embankment

The quantities shown herein are approximations. Payment will be made for the actual quantities of work performed.

BCY = Bank cubic yard - one cubic yard of material as it lies in the natural state.

CCY = Compacted cubic yard - one cubic yard of material after it has been compacted to specification density.

Total Embankment

Excavation - Embankment

Various

Additional Backfill Material Needed Onsite

(see note 4)

Quantities based on prismoidal (surface to surface) volumes.

Conserve 4 inches of topsoil in cut and fill slope areas.

Shrink/Swell Factor

Total Excavation

Available For Fills

Unavailable

Material (see note 3)

Prismoidal Volume

Approach Roads

Embankment ConstructionStation to Station

Prismoidal Volume

Estimated Unclassified

Borrow Volume

(see note 5)

30202-2000 40301-0100 41201-0000

TON TON TON

100+80 - 101+97 167 101+97 - 102+97 133 44 0.23

103+77 - 104+77 133 44 0.23 104+77 - 105+36 84

517 138 0.46

NOTE:

1. Tack coat for bridge deck is include in price for 40301-0100

Values used for estimating purposes:

Aggregate base . . . . 139 lb/ft3

Hot asphalt concrete pavement . . . . 145.2 lb/ft3 Tack coat . . . . 0.1 gal/yd2 (233 gal/ton)

SURFACING SUMMARY

ASPHALT

CONCRETE

PAVEMENT,

TYPE 1

TACK COAT

TOTALS

Station to Station

ROADWAY

AGGREGATE,

METHOD 2

Bridge Deck

15225-0000 15236-2000

SLOPE, REFERENCE,

AND CLEARING AND

GRUBBING CONTROL

SURVEY CONTROL,

GRADE FINISHING Remarks

MILE MILE

100+80 - 101+97 0.022 0.022 101+97 - 102+97 0.019 0.038 103+77 - 104+77 0.019 0.038 104+77 - 105+36 0.011 0.011

0.071 0.109TOTAL

Item Number

Station to Station Side

SURVEY AND STAKING SUMMARY

20101-0000 62406-0300 62510-1000 62515-1000

CLEARING AND

GRUBBING

PLACING

CONSERVED

TOPSOIL, 4-INCH

DEPTH

SEEDING, DRY

METHOD

MULCHING, DRY

METHOD Remarks

ACRE ACRE ACRE ACRE

100+80 - 102+97 0.31 0.21 0.21 0.21 103+77 - 105+36 0.17 0.17 0.17 0.17

0.48 0.38 0.38 0.38TOTAL

Item Number

Station to Station Side

CLEARING AND GRUBBING AND SEEDING SUMMARY

63316-1000

REMOVE AND RESET

SIGN Remarks

EACH

RT 1 SOUTH FORK NEGRITO CR.

LT 1 SOUTH FORK NEGRITO CR.

REMOVALS SUMMARY

TOTAL

Item Number

Station to Station Side

103+18 103+78

20310-1000

PLUG, EXISTING PIPE Remarks

EACH

LT/RT 3 1

DRAINAGE SUMMARY

Item Number

Station Side

TOTAL

Skew (deg)

104+11

61701-4550 61702-1500

GUARDRAIL SYSTEM

MGS, TYPE 2, CLASS

A WOOD POSTS

TERMINAL SECTION,

TYPE MGS TANGENT Remarks

LNFT EACH

102+57.78 - 102+82.78 LT 1

102+51.72 - 102+89.22 RT 12.5 1

103+84.78 - 104+22.28 LT 12.5 1

103+91.22 - 104+16.22 RT 1

25 4TOTAL

Item Number

Station to Station Side

GUARDRAIL SUMMARY