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SUMMARY OF APPROXIMATE QUANTITIES

03-08-0002-024-2019 2018.ALS.03

J.H.M.

A.P.A.

C.L.G.

J.B.W.

NAME REG. NO. DATE

FOR AND ON BEHALF OF JVIATION , INC.

EAST TERMINAL APRON

REHABILITATION

THESE DRAWINGS ARE FOR BIDDING

PURPOSES ONLY. THEY WERE

PREPARED BY OR UNDER THE

SUPERVISION OF:

ISSUE FOR BID

SAN LUIS VALLEY

REGIONAL AIRPORT

- BERGMAN FIELD

NAME REG. NO.

JON B. WEEKS 38988 5/22/19

AIP PROJ. NO. JVIATION PROJ. NO.

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SUMMARY OF APPROXIMATE QUANTITIES

ITEM NO. ITEM DESCRIPTION UNITS

SCHEDULE I

ESTIMATE AS BUILT

C-102a

Temporary Erosion Control

LS 1

C-105a Mobilization LS 1

P-101a

Cold Milling (Full Depth Asphalt)(5 to 6 Inches)

SY

68,360

P-101b

Cold Milling (Full Depth Asphalt)(11 Inches)

SY

5,630

P-101c

Cold Milling (Partial Depth Asphalt)(2 Inches)

SY

1,975

P-101d Remove Tiedowns EA 6

P-101e

Remove Existing Asphalt Millings

SY 130

P-101f

Place and Compact Asphalt Millings

CY

7,150

P-152a Unclassified Excavation CY

26,940

P-152b

Unclassified Excavation for Subgrade

CY

22,200

P-152c Embankment for Undercut CY

4,000

P-209a

Crushed Aggregate Base Course

CY

9,990

P-209b

Separation Geotextile

SY

59,940

P-401a

Asphalt Surface Course

TON

15,875

P-401b

Asphalt Binder

TON 953

P-603a Tack Coat GAL

5,755

P-620a

Surface Preparation (Obliterations)

SF 710

P-620b

Marking (Temporary)

SF

10,000

P-620c

Marking (Permanent)

SF

10,000

P-620d

Surface Painted Hold Signs (Temporary)

EA 10

P-620e

Surface Painted Hold Signs (Permanent)

EA 10

T-901a

Seeding with Hydromulch

AC 18

T-905a

Topsoil

CY

7,955

L-108a

Install #8 AWG, L-824C, 5000V, Wire

LF

39,250

L-108b

Install #6 AWG, Bare Copper Counterpoise Including Ground Rods and Terminations

LF

27,250

L-109a

Install 7.5 KW L-828 Constant Current Regulator, Ferroresonant Type

EA 1

L-109b

Install 15 KW L-828 Constant Current Regulator, Ferroresonant Type

EA 1

L-110a

Install 1-2'' PVC Duct, Direct Earth Buried

LF

23,000

L-110b

Install 1-2'' PVC Duct, Concrete Encased

LF 575

L-115a

Remove L-867 Junction Box, Complete

EA 8

L-115b

Remove Electric Handhole, Complete

EA 1

L-115c

Install L-867B Junction Box, Complete

EA 1

L-125a

Remove Taxiway Edge Light, Complete

EA 239

L-125b

Install L-861T LED Taxiway Edge Light

EA 229

L-125c

Install L-861T LED Taxiway Edge Light on Existing Base

EA 42

L-125d

Remove L-858 Guidance Sign and Foundation, Complete

EA 31

L-125e

Install L-858 LED Guidance Sign, Size 1, 2 Module, Complete

EA 15

L-125f

Install L-858 LED Guidance Sign, Size 1, 3 Module, Complete

EA 12

L-125g Install L-858 LED Guidance Sign, Size 1, 4 Module, Complete

EA 2

L-125h Remove Retroreflective Marker EA 7

RAW EARTHWORK SUMMARY

AREA DESCRIPTION

CUT (CY) FILL (CY)

SCHEDULE I

GRADING LIMITS

15,129 5,964

PROPOSED PAVEMENT SECTION

6,249

0

EMBANKMENT FOR FULL DEPTH ASPHALT REMOVAL 0 2070

EXCAVATION FOR TAXIWAY A2 468 -468

UNDERCUT AND EMBANKMENT FOR UNDERCUT 4000 4000

SCHEDULE SUBTOTAL25,846 11,566

7

TOPSOIL VOLUME AT EXCAVATION (PLACED) (NO PAY)

2

5

6

EMBANKMENT VOLUME (FROM ONSITE OR BORROW SOURCE) (NO PAY)

1

2

UNCLASSIFIED EXCAVATION VOLUME (PAY)

5

1

TOPSOIL VOLUME AT EMBANKMENT (PLACED) (NO PAY)

TOPSOIL VOLUME AT EXCAVATION (STRIPPED) (PAY)

3

3

6

7

TOPSOIL VOLUME AT EMBANKMENT (STRIPPED) (PAY)

4" TOPSOIL STRIP

PLACE 3" TOPSOIL

PLACE 3" TOPSOIL

QUANTITATIVE SURVEY

SURVEY GRADE PRIOR TO

PLACING TOPSOIL

PROPOSED

GRADE

EXISTING

GRADE

BASELINE SURVEY

SURVEY GRADE AFTER

TOPSOIL STRIPPING

PROPOSED

GRADE

QUANTITATIVE SURVEY

SURVEY GRADE PRIOR TO

PLACING TOPSOIL

BASELINE SURVEY

SURVEY GRADE AFTER

TOPSOIL STRIPPING

EXISTING GRADE

4" TOPSOIL STRIP

TOTAL EXCAVATION TOTAL EMBANKMENT

1

EARTHWORK CALCULATIONS DETAIL (EXCAVATION)

NOT TO SCALE

PROPOSED

PAVEMENT

SECTION

PROPOSED

SUBGRADE

UNCLASSIFIED EXCAVATION FOR SUBGRADE

4 8

EMBANKMENT FOR UNDERCUT (PAY)

4

4

81

UNDERCUT

NOTE:

1. EXCESS MATERIAL MAY BE DISPOSED

OFF WITHIN THE AIRPORT PROPERTY.