HomeMy WebLinkAboutItem 02.c
Date:
Proposed
Staff reco
final pay
Project a
Passage
acceptan
Overview
Pember
$9,311.8
original
Bitumino
but adde
extended
transition
Valley P
$39,547.
original c
Primary
W
Supporti
P
P
________
Monica H
Operatio
Financial I
Related Do
Communit
14 Decembe
APPR
d Action
ommends a
yment for C
and the Kens
of this moti
nce of the pr
w
Companies
6 for City
contract a
ous paving
ed value to t
d match po
n into the D
aving, Inc.
35 for City
contract am
Issues to Co
Was all work
o Yes, a
admin
ing Informa
ay Estimate
ay Estimate
__________
Heil, PE
ons and Main
mpact: $
ocuments (CIP
ty Values: G
er 2015
ROVE FINA
CI
adoption of
City Projects
sington Bou
ion will resu
rojects.
, Inc. is requ
Project 12-1
mount was
and storm
the finished
oints within
Downtown P
is requesti
Project 15
mount was $7
onsider
satisfactoril
all work was
nistrative req
ation
- Final 12-17
- Final 15-04
_________
ntenance En
$1,156,626.06
P, ERP, etc.):
Good Value for
AL ACCEPTA
TY PROJEC
the followin
s 12-17 and
ulevard Impr
ult in the ap
uesting fina
17, the Dow
s $428,336.
sewer quan
d project as
the street
arking Lot.
ng final ac
5-04, the Ke
701,784.74.
y completed
s satisfactor
quirements
7
4
ngineer
Budge
r Public Service
ANCEAND
CTS 12-17 A
ng motion:
15-04, the
rovement Pr
proval of th
al acceptanc
wntown Pa
55. The f
ntity overrun
much need
and parkin
cceptance a
ensington B
The final co
d?
rily complet
for final pay
eted: Yes
es
Ite
D FINAL PA
AND 15-04
Move to ap
Downtown
roject, respe
he final paym
ce and final
arking Lot I
final contra
ns lead to a
ed storm se
g lot areas
and final p
Boulevard I
ontract amo
ted and the
yment.
Source:
em No.
AYMENT FO
pprove final
n Parking Lo
ectively.
ment to the
payment in
mprovemen
ct amount
an increase
ewer repairs
provided a
payment in
mprovemen
ount is $707,
e contracto
429 Bonds,
County TIF
OR
acceptance
ot Improvem
e contractors
n the amou
nt Project.
is $449,42
in project c
s were made
a more seam
the amoun
nt Project.
,202.73.
rs have me
Utility Funds,
& RIG Funds
e and
ment
s and
unt of
The
23.33.
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e and
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et the
RECOMMENDATION FOR PAYMENT
PROJECT: Downtown Parking Lot Project
City Project No. 12-17
DATE: November 23, 2015
ESTIMATE NO. Final
OWNER: City of Lakeville, Minnesota
CONTRACTOR: Pember Companies
N4449 469th Street
Menomonie, WI 54751
________________________________________________________
SUMMARY
ORIGINAL CONTRACT AMOUNT: $428,336.55
TOTAL CONTRACT AMOUNT $428,336.55
_________________________________________________________
REQUEST THIS ESTIMATE
REMARKS:
Acct. 2271.6280
WORK COMPLETED TO DATE: 449,423.33$
MATERIALS ON HAND: -$
SUBTOTAL:449,423.33$
LESS AMOUNT RETAINED: 0% -$
LESS PREVIOUS PAYMENTS: 440,111.47$
AMOUNT DUE THIS PAYMENT:9,311.86$
This is to certify to the best of my knowledge, information and belief, the quantities and values of
work certified herein are fair approximate estimates for the period covered by this voucher.
Name of Contractor: SIGNED: _____________________________
Pember Companies, Inc. TITLE: _____________________________
DATE: _____________________________
This is to certify that the work shown in the Statement of Work certified herein has been actually
furnished for the above-mentioned project in accordance with the plans and specifications
heretofore approved and that the total work is 100% completed as of November 1, 2015. I
hereby recommend payment of this voucher.
SIGNED: ________________________________
Roberta A. McDonald
DATE: ________________________________
________________________________________________________
RECOMMENDED FOR PAYMENT BY THE CITY OF LAKEVILLE, MINNESOTA.
SIGNED: __________________________ SIGNED: _____________________________
O & M Engineer Finance Director
DATE: __________________________ DATE: _____________________________
PROJECT:
Item Unit Quantity
Current Pay
Est. Quantity
Current Pay Est.
Extension
Quantity to
Date Extension to Date
A: Downtown Parking Lot Improvements
MOBILIZATION LUMP SUM 1 17,450.00$ 17,450.00$ -$ 1.00 17,450.00$
TREE REMOVAL WITH GRUBBING TREE 11 400.00$ 4,400.00$ -$ 10.00 4,000.00$
SITE EARTHWORK / EXCAVATION LUMP SUM 1 20,000.00$ 20,000.00$ -$ 1.00 20,000.00$
REMOVE CONCRETE CURB AND GUTTER LIN FT 790 4.00$ 3,160.00$ -$ 824.00 3,296.00$
REMOVE CASTING ASSEMBLY EACH 3 100.00$ 300.00$ -$ 7.00 700.00$
BITUMINOUS PAVEMENT RECLAMATION SQ YD 3,350 4.70$ 15,745.00$ -$ 3777.00 17,751.90$
REMOVE CONCRETE WALK SQ FT 2,190 1.35$ 2,956.50$ -$ 2232.00 3,013.20$
SAWING CONCRETE PAVEMENT (FULL DEPTH) LIN FT 80 4.60$ 368.00$ -$ 31.00 142.60$
SAWING BITUMINOUS PAVEMENT (FULL DEPTH) LIN FT 290 2.40$ 696.00$ -$ 546.00 1,310.40$
SALVAGE AND REINSTALL LIGHT EACH 4 5,040.00$ 20,160.00$ -$ 4.35 21,924.00$
Step Joint LIN FT 200 7.00$ 1,400.00$ -$ -$
BITUMINOUS MATERIAL FOR TACK COAT GALLON 175 2.75$ 481.25$ -$ 100.00 275.00$
TYPE SPWEB240C WEARING COURSE MIX TON 224 80.50$ 18,032.00$ -$ 341.33 27,477.07$
TYPE SPNWB230C NON WEAR COURSE MIX TON 300 82.00$ 24,600.00$ -$ 438.88 35,988.16$
CONCRETE CURB & GUTTER DESIGN SPECIAL LIN FT 200 26.00$ 5,200.00$ -$ 155.00 4,030.00$
CONCRETE CURB & GUTTER DESIGN B612 LIN FT 950 24.00$ 22,800.00$ -$ 1051.00 25,224.00$
TRAFFIC CONTROL LUMP SUM 1 3,000.00$ 3,000.00$ -$ 1.00 3,000.00$
STREET SWEEPER (W/PICK UP BROOM) HOUR 5 125.00$ 625.00$ -$ 6.80 850.00$
6" x 18" WIDE CONCRETE WALK BANDS SQ FT 550 10.50$ 5,775.00$ -$ 429.00 4,504.50$
6" CONCRETE WALK (SPECIAL 1 for Ped Ramps) SQ FT 550 6.35$ 3,492.50$ -$ 1126.00 7,150.10$
6" CONCRETE WALK (SPECIAL 2 for Colored/Stamped) SQ FT 750 12.75$ 9,562.50$ -$ 693.00 8,835.75$
7" FIBERMESH REINFORCED CONCRETE PAVEMENT (WITH TYPE I FINISH) SQ FT 800 6.76$ 5,408.00$ -$ 916.00 6,192.16$
7" FIBERMESH REINFORCED CONCRETE PAVEMENT SPECIAL
(DRIVEWAYS APRONS & PED RAMP APRON/GUTTER )SQ FT 1,600 6.75$ 10,800.00$ -$ 1510.40 10,195.20$
4" CONCRETE WALK SQ FT 2,100 4.50$ 9,450.00$ -$ 1996.20 8,982.90$
TRUNCATED DOMES SQ FT 56 31.50$ 1,764.00$ -$ 36.00 1,134.00$
TRUNCATED DOMES (RADIAL) SQ FT 20 45.00$ 900.00$ -$ 16.00 720.00$
BRICK AND CAST STONE MONUMENT EACH 4 5,000.00$ 20,000.00$ -$ 4.00 20,000.00$
ORNAMENTAL FENCING LIN FT 13 140.00$ 1,820.00$ -$ 12.00 1,680.00$
H.C. SIGN PANELS ON POST EACH 3 210.00$ 630.00$ -$ -$
SIGN PANELS SPECIAL EACH 2 210.00$ 420.00$ -$ 2.00 420.00$
ELECTRICAL OUTLETS EACH 7 525.00$ 3,675.00$ -$ 7.00 3,675.00$
6" PVC PIPE DRAIN (BENDS & ATTACHMENTS INCIDENTAL) LIN FT 300 34.00$ 10,200.00$ -$ 246.80 8,391.20$
6" PVC CLEAN OUT EACH 2 550.00$ 1,100.00$ -$ 3.00 1,650.00$
CASTING ASSEMBLY EACH 4 765.00$ 3,060.00$ -$ 7.00 5,355.00$
ADJUST FRAME AND RING CASTING EACH 1 320.00$ 320.00$ -$ 2.00 640.00$
TEMPORARY ROCK CONSTRUCTION ENTRANCE EACH 1 500.00$ 500.00$ -$ 1.00 500.00$
CONST DRAINAGE STRUCT DES 48-4020 LIN FT 4 560.00$ 2,240.00$ -$ 14.36 8,041.60$
CONST DRAINAGE STRUCT DES. SPECIAL 1 w/CASTINGS EACH 4 1,520.00$ 6,080.00$ -$ 4.00 6,080.00$
CONNECT TO EXISTING STORM SEWER EACH 5 700.00$ 3,500.00$ -$ 5.00 3,500.00$
15" RC PIPE SEWER DESIGN 3006 CL V LIN FT 110 49.00$ 5,390.00$ -$ 109.00 5,341.00$
6" PVC CONDUIT W/TRACER WIRE LIN FT 80 24.50$ 1,960.00$ -$ 77.00 1,886.50$
6" PVC 90 DEGREE ELBOW EACH 1 65.00$ 65.00$ -$ 1.00 65.00$
TOPSOIL/COMPOST MATERIAL CU YD 200 45.00$ 9,000.00$ -$ 206.33 9,284.85$
MULCH MATERIAL TYPE SPECIAL CU YD 50 45.60$ 2,280.00$ -$ 50.00 2,280.00$
SODDING TYPE LAWN (INCL TOPSOIL & FERT) SQ YD 550 12.00$ 6,600.00$ -$ 245.00 2,940.00$
DECIDUOUS TREE 2.5" CAL B&B TREE 13 585.00$ 7,605.00$ -$ 13.00 7,605.00$
PERENNIAL 1 GAL CONT EACH 94 20.20$ 1,898.80$ -$ 94.00 1,898.80$
SHRUB 5 GAL CONT EACH 30 85.00$ 2,550.00$ -$ 30.00 2,550.00$
PAVEMENT MESSAGE (HANDICAPPED) - EPOXY EACH 2 330.00$ 660.00$ -$ 3.00 990.00$
STORM DRAIN INLET PROTECTION EACH 5 100.00$ 500.00$ -$ 5.00 500.00$
4" SOLID LINE WHITE - EPOXY LIN FT 1,400 5.40$ 7,560.00$ -$ 1058.00 5,713.20$
SUBTOTAL: 308,139.55$ -$ 335,134.09$
MOBILIZATION LUMP SUM 1 6,000.00$ 6,000.00$ -$ 1.00 6,000.00$
TREE REMOVAL WITH GRUBBING TREE 2 415.00$ 830.00$ -$ 2.00 830.00$
SITE EARTHWORK / EXCAVATION LUMP SUM 1 6,500.00$ 6,500.00$ -$ 1.00 6,500.00$
SALVAGE AND REINSTALL SIGN EACH 1 300.00$ 300.00$ -$ -$
REMOVE CHAINLINK FENCE LIN FT 140 12.00$ 1,680.00$ -$ 221.00 2,652.00$
REMOVE CONCRETE CURB & GUTTER/CURB STOPS LIN FT 100 5.50$ 550.00$ -$ -$
REMOVE CONCRETE WALK SQ FT 1,800 1.35$ 2,430.00$ -$ 1122.00 1,514.70$
SAWING CONCRETE PAVEMENT (FULL DEPTH) LIN FT 200.0 4.60$ 920.00$ -$ 20.00 92.00$
SAWING BITUMINOUS PAVEMENT (FULL DEPTH) LIN FT 210.0 2.40$ 504.00$ -$ 273.00 655.20$
B: Holyoke Avenue Improvements
Pember Company
Final - November 1, 2015
Pember Companies
CITY OF LAKEVILLE
CONTRACTOR:
PAY ESTIMATE NO:
OWNER:
PROJECT NO. 12-17
DOWNTOWN PARKING LOT & HOLYOKE IMPROVEMENT PROJECT
Item Unit Quantity
Current Pay
Est. Quantity
Current Pay Est.
Extension
Quantity to
Date Extension to DatePember Company
CONCRETE CURB & GUTTER DESIGN SPECIAL LIN FT 360.0 26.00$ 9,360.00$ -$ 354.90 9,227.40$
TRAFFIC CONTROL LUMP SUM 1.0 3,000.00$ 3,000.00$ -$ 1.00 3,000.00$
STREET SWEEPER (W/PICK UP BROOM) HOUR 3.0 125.00$ 375.00$ -$ 4.80 600.00$
6" CONCRETE WALK (SPECIAL 2 for Colored/Stamped) SQ FT 120.0 12.80$ 1,536.00$ -$ 96.00 1,228.80$
7" FIBERMESH REINFORCED CONCRETE PAVEMENT SPECIAL
(DRIVEWAY APRON) WITH TYPE II FINISH SQ FT 500.0 6.85$ 3,425.00$ -$ 529.00 3,623.65$
4" CONCRETE WALK SQ FT 1,200.0 4.60$ 5,520.00$ -$ 1270.00 5,842.00$
BRICK AND CAST STONE MONUMENT EACH 4.0 5,000.00$ 20,000.00$ -$ 4.00 20,000.00$
ORNAMENTAL FENCING LIN FT 13.0 140.00$ 1,820.00$ -$ 12.00 1,680.00$
SIGN PANELS SPECIAL EACH 2.0 210.00$ 420.00$ -$ 2.00 420.00$
TOPSOIL/COMPOST MATERIAL CU YD 133.0 45.00$ 5,985.00$ -$ 110.00 4,950.00$
MULCH MATERIAL TYPE SPECIAL CU YD 22.0 45.60$ 1,003.20$ -$ 22.00 1,003.20$
SODDING TYPE LAWN (INCL TOPSOIL & FERT) SQ YD 15.0 12.00$ 180.00$ -$ 10.80 129.60$
DECIDUOUS TREE 2.5" CAL B&B TREE 2.0 585.00$ 1,170.00$ -$ 2.00 1,170.00$
DECIDUOUS TREE 1.5" CAL B&B TREE 4.0 420.00$ 1,680.00$ -$ 4.00 1,680.00$
PERENNIAL 1 GAL CONT EACH 139.0 20.20$ 2,807.80$ -$ 139.00 2,807.80$
SHRUB 5 GAL CONT EACH 27.0 85.00$ 2,295.00$ -$ 27.00 2,295.00$
REINSTALL SALVAGED TREE GRATE EACH 2.0 175.00$ 350.00$ -$ 2.00 350.00$
PAVEMENT MESSAGE (HANDICAPPED) - EPOXY EACH 1.0 330.00$ 330.00$ 1.00 330.00$ 1.00 330.00$
STORM DRAIN INLET PROTECTION EACH 2.0 130.00$ 260.00$ -$ -$
4" SOLID LINE WHITE - EPOXY LIN FT 430.0 5.40$ 2,322.00$ -$ 524.00 2,829.60$
4" SOLID LINE BLACK - EPOXY OR GRIND OUT WHITE LINES LIN FT 60 5.25$ 315.00$ -$ 150.00 787.50$
SUBTOTAL: 83,868.00$ 330.00$ 82,198.45$
g
Alternative 1 - Downtown Parking Lot
TREE REMOVAL WITH GRUBBING TREE 3 500.00$ 1,500.00$ -$ 3.00 1,500.00$
REMOVE CONCRETE CURB AND GUTTER LIN FT 50 5.50$ 275.00$ -$ 27.00 148.50$
SAWING CONCRETE PAVEMENT (FULL DEPTH) LIN FT 24 4.60$ 110.40$ -$ 11.00 50.60$
MODULAR BLOCK RETAINING WALL SQ FT 140 35.00$ 4,900.00$ -$ 100.00 3,500.00$
CONCRETE CURB & GUTTER DESIGN B612 LIN FT 50 30.00$ 1,500.00$ -$ 27.00 810.00$
6" CONCRETE PAVEMENT SQ FT 100 6.40$ 640.00$ -$ 59.00 377.60$
4" CONCRETE WALK SQ FT 1,300 6.00$ 7,800.00$ -$ 1237.00 7,422.00$
TRUNCATED DOMES SQ FT 24 32.00$ 768.00$ -$ 16.00 512.00$
ADJUST EXISTING STRUCTURES EACH 2 320.00$ 640.00$ -$ 2.00 640.00$
SALVAGE AND REINSTALL LANDSCAPING LUMP SUM 1 1,300.00$ 1,300.00$ -$ 1.00 1,300.00$
SALVAGE AND REINSTALL SIGN EACH 1 300.00$ 300.00$ -$ -$
SODDING TYPE LAWN (INCL TOPSOIL & FERT) SQ YD 100 12.00$ 1,200.00$ -$ 91.00 1,092.00$
STORM DRAIN INLET PROTECTION EACH 1 125.00$ 125.00$ -$ -$
MULCH MATERIAL TYPE SPECIAL CU YD 1.00 45.60$ 45.60$ -$ 1.00 45.60$
SODDING TYPE LAWN (INCL TOPSOIL & FERT) SQ YD 120.00 12.00$ 1,440.00$ -$ -$
DECIDUOUS TREE 2.5" CAL B&B TREE 3.00 585.00$ 1,755.00$ -$ 3.00 1,755.00$
IRRIGATION SYSTEM REPAIR LUMP SUM 1 1,050.00$ 1,050.00$ -$ 1.95 2,047.50$
SUBTOTAL: 25,349.00$ -$ 21,200.80$
4" CONCRETE WALK SQ FT 700 6.00$ 4,200.00$ -$ 700.00 4,200.00$
REMOVE AND RELOCATE LIGHTPOLE EACH 1 5,040.00$ 5,040.00$ -$ 1.00 5,040.00$
SALVAGE AND REINSTALL SIGN EACH 1 300.00$ 300.00$ -$ 0.50 150.00$
SODDING TYPE LAWN (INCL TOPSOIL & FERT) SQ YD 120 12.00$ 1,440.00$ -$ 125.00 1,500.00$
SUBTOTAL: 10,980.00$ -$ 10,890.00$
308,139.55$ -$ 335,134.08$
SCHEDULE B: Holyoke Avenue Improvements 83,868.00$ 330.00$ 82,198.45$
TOTAL: 392,007.55$ 330.00$ 417,332.53$
ALTERNATE 1 - Downtown Parking Lot SUBTOTAL: $25,349.00 $0.00 $21,200.80
ALTERNATE 2 - Downtown Parking Lot SUBTOTAL: $10,980.00 $0.00 $10,890.00
TOTAL: 428,336.55$ 330.00$ 449,423.33$
SCHEDULE A: Downtown Parking Lot Improvements
Alternative 2 - Downtown Parking Lot
RECOMMENDATION FOR PAYMENT
PROJECT: 2015 Kensington Boulevard Improvement Project
City Improvement Project 15-04
DATE: November 23, 2015
ESTIMATE NO. Final
OWNER: City of Lakeville, Minnesota
CONTRACTOR: Valley Paving, Inc
8800 13th Avenue E.
Shakopee, MN 55379
________________________________________________________
SUMMARY
ORIGINAL CONTRACT AMOUNT: $701,784.74
TOTAL CONTRACT AMOUNT $701,784.74
_________________________________________________________
REQUEST THIS ESTIMATE
REMARKS:
WORK COMPLETED TO DATE: 707,202.73$
MATERIALS ON HAND: -$
SUBTOTAL:707,202.73$
LESS AMOUNT RETAINED: 0% -$
LESS PREVIOUS PAYMENTS: 667,655.38$
AMOUNT DUE THIS PAYMENT:39,547.35$
This is to certify to the best of my knowledge, information and belief, the quantities and values of
work certified herein are fair approximate estimates for the period covered by this voucher.
Name of Contractor: SIGNED: _____________________________
Valley Paving Inc. TITLE: _____________________________
DATE: _____________________________
This is to certify that the work shown in the Statement of Work certified herein has been actually
furnished for the above-mentioned project in accordance with the plans and specifications
heretofore approved and that the total work is 100% completed as of November 1, 2015. I
hereby recommend payment of this voucher.
SIGNED: ________________________________
Roberta A. McDonald
DATE: ________________________________
________________________________________________________
RECOMMENDED FOR PAYMENT BY THE CITY OF LAKEVILLE, MINNESOTA.
SIGNED: __________________________ SIGNED: _____________________________
Operations & Maintenance Finance Director
Engineer
DATE: __________________________ DATE: _____________________________
PROJECT: 2015 KENSINGTON BOULEVARD IMPROVEMENT PROJECT (15-04)
OWNER: CITY OF LAKEVILLE
CONTRACTOR: VALLEY PAVING, INC
PAY ESTIMATE NO: Final - November 1, 2015
Item Unit Quantity
Current Pay
Est. Quantity
Current Pay Est.
Extension
Quantity to
Date Extension to Date
SCHEDULE A: Surface Improvements
MOBILIZATION LS 1 42,631.74$ 42,631.74$ 0-$ 1 42,631.74$
TRAFFIC CONTROL LS 1 6,180.00$ 6,180.00$ 0-$ 1 6,180.00$
CLEARING TREE 15 129.00$ 1,935.00$ 0-$ 22 2,838.00$
GRUBBING TREE 22 129.00$ 2,838.00$ 0-$ 32 4,128.00$
RECLAIM BITUMINOUS SQ YD 20,875 3.26$ 68,052.50$ 0-$ 20875 68,052.50$
REMOVE AND REPLACE CONCRETE CURB AND GUTTER (ALL TYPES)LF 2,370 8.75$ 20,737.50$ 22 192.50$ 2223 19,451.25$
REMOVE BITUMINOUS (DRIVEWAYS) SQ YD 260 8.75$ 2,275.00$ 0-$ 302 2,642.50$
REMOVE BITUMINOUS WALK SF 3,305 0.90$ 2,974.50$ 0-$ 4674 4,206.60$
REMOVE CONCRETE WALK SF 825 1.05$ 866.25$ 0-$ 1245 1,307.25$
REMOVE CONCRETE VALLEY GUTTER SY 40 9.50$ 380.00$ 0-$ 37 351.50$
REMOVE SIGNS EACH 26 36.00$ 936.00$ 0-$ 12 432.00$
SAWING BITUMINOUS PAVEMENT (FULL DEPTH) LIN FT 325 3.10$ 1,007.50$ 0-$ 93 288.30$
SAWING CONCRETE PAVEMENT (FULL DEPTH) LIN FT 50 5.15$ 257.50$ 0-$ 14 72.10$
MILL BITUMINOUS STEP JOINT LIN FT 325 3.75$ 1,218.75$ 0-$ 0 -$
SUBGRADE EXCAVATION CU YD 400 28.00$ 11,200.00$ 0-$ 130 3,640.00$
SELECT GRANULAR BORROW (LV) CU YD 400 23.50$ 9,400.00$ 0-$ 0 -$
WATER MGAL 45 98.00$ 4,410.00$ 0-$ 24 2,352.00$
CALCIUM CHLORIDE GALLON 75 2.00$ 150.00$ 0-$ 0 -$
AGGREGATE BASE CLASS 5 - (PATCHING) TON 100 13.00$ 1,300.00$ 0-$ 24 312.00$
FOUNDATION MATERIAL (3" MINUS) TON 50 0.01$ 0.50$ 0-$ 0 -$
9.5" WEARING COURSE MIXTURE SPWEA240B (2,B) TON 91 111.65$ 10,160.15$ 0-$ 136.94 15,289.35$
12.5" WEARING COURSE MIXTURE SPWEB340C (3,C) TON 1,763 64.02$ 112,867.26$ 0-$ 1931.72 123,668.71$
12.5" NON WEARING COURSE MIXTURE SPNWB330C (3,C) TON 2,938 65.23$ 191,645.74$ 0-$ 3125.73 203,891.37$
6" CONCRETE SY 92 59.75$ 5,497.00$ 52 3,107.00$ 122 7,289.50$
7" CONCRETE VALLEY GUTTER SY 40 87.55$ 3,502.00$ 2 175.10$ 39 3,414.45$
PEDESTRIAN CURB RAMP EACH 23 1,390.50$ 31,981.50$ 0-$ 23 31,981.50$
TRUNCATED DOMES SF 368 49.50$ 18,216.00$ 4 198.00$ 372 18,414.00$
SODDING, TYPE LAWN (INCL. TOPSOIL & FERT) SY 1,200 8.90$ 10,680.00$ 0-$ 963 8,570.70$
REPAIR SPRINKLER SYSTEM EACH 14 105.00$ 1,470.00$ 7 735.00$ 7 735.00$
STORM DRAIN INLET PROTECTION EACH 40 146.00$ 5,840.00$ 0-$ 45 6,570.00$
CONSTRUCTION ROCK ENTRANCE EACH 15 0.01$ 0.15$ 0-$ 0 -$
ADA COMPLIANCE SUPERVISOR LS 1 360.50$ 360.50$ 0-$ 1 360.50$
PAVEMENT MESSAGE (RIGHT ARROW) - PAINT EACH 3 134.00$ 402.00$ 0-$ 3 402.00$
PAVEMENT MESSAGE (LEFT ARROW) - PAINT EACH 3 134.00$ 402.00$ 0-$ 3 402.00$
PAVEMENT MESSAGE (LEFT STRAIGHT ARROW) - PAINT EACH 1 191.00$ 191.00$ 0-$ 1 191.00$
24" SOLID LINE WHITE - PAINT LIN FT 25 8.45$ 211.25$ 0-$ 24 202.80$
24" SOLID LINE YELLOW - PAINT LIN FT 88 8.45$ 743.60$ 0-$ 22 185.90$
4" SOLID LINE WHITE - PAINT LIN FT 748 0.53$ 396.44$ 0-$ 740 392.20$
4" WHITE SKIP - PAINT LIN FT 1,220 0.53$ 646.60$ 0-$ 1100 583.00$
4" SOLID LINE YELLOW - PAINT LIN FT 408 0.53$ 216.24$ 0-$ 0 -$
4" DOUBLE SOLID LINE YELLOW - PAINT LIN FT 822 1.05$ 863.10$ 0-$ 1324 1,390.20$
CROSS WALK STRIPING - PAINT SF 288 5.00$ 1,440.00$ 0-$ 270 1,350.00$
SUBTOTAL: 576,483.27$ 4,407.60$ 584,169.92$
ADJUST FRAME & RING CASTING SANITARY SEWER EACH 6 570.00$ 3,420.00$ 0-$ 6 3,420.00$
EXTERNIAL CHIMNEY SEALS EACH 6 163.00$ 978.00$ 0-$ 6 978.00$
SUBTOTAL: 4,398.00$ -$ 4,398.00$
SCHEDULE C: Watermain Improvements
CATHODIC PROTECTION LIN FT 3,100 27.50$ 85,250.00$ 0-$ 3059 84,122.50$
ADJUST VALVE BOX EACH 10 248.00$ 2,480.00$ 0-$ 5 1,240.00$
ADJUST VALVE BOX & TOP SECTION EACH 2 343.00$ 686.00$ 0-$ 9 3,087.00$
ADJUST VALVE BOX & TOP & MID SECTION EACH 2 647.00$ 1,294.00$ 0-$ 1 647.00$
RECONSTRUCT VALVE BOX EACH 1 1,033.00$ 1,033.00$ 0-$ 0 -$
SUBTOTAL: 90,743.00$ -$ 89,096.50$
REMOVE PVC DRAIN TILE LF 50 2.60$ 130.00$ 0-$ 69 179.40$
4" PERFORATED DRAINTILE LF 50 36.15$ 1,807.50$ 0-$ 50 1,807.50$
ADJUST FRAME & RING CASTING STORM SEWER EACH 32 346.30$ 11,081.60$ 0-$ 31 10,735.30$
FLEX SEAL INTERNAL CHIMMY SEAL EACH 34 494.40$ 16,809.60$ 0-$ 32 15,820.80$
CASTING ASSEMBLY STORM SEWER EACH 1 331.77$ 331.77$ 0-$ 3 995.31$
SUBTOTAL: 30,160.47$ -$ 29,538.31$
SCHEDULE D: Strom Sewer Improvements
SCHEDULE B: Sanitary sewer Improvements
VALLEY PAVING
Item Unit Quantity
Current Pay
Est. Quantity
Current Pay Est.
Extension
Quantity to
Date Extension to DateVALLEY PAVING
576,483.27$ 4,407.60$ 584,169.92$
SCHEDULE B: Sanitary Sewer Improvements 4,398.00$ -$ 4,398.00$
SCHEDULE C: Watermain Improvements 90,743.00$ -$ 89,096.50$
30,160.47$ -$ 29,538.31$
TOTAL: 701,784.74$ 4,407.60$ 707,202.73$
SCHEDULE A: Surface Improvements
SCHEDULE D: Storm Sewer Improvements