G006
6 102
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.
DES:
DR:
CH:
APP:
DESCRIPTIONDATEBYNO.
1 J.B.W. 5/22/19 ISSUED FOR BID
DES:
DR:
CH:
APP:
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SHEET NAME
SHEET NO.
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ay 31, 2019
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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.
