HomeMy WebLinkAboutWWP2700460 Lid 330 Oaksdale Ave. S.W. & Grady Way 5-460
BEGINNING
OF FIL
FILE TITLE
0033a
0a ke 5d14/f
0 00050 W �j rail y
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COST DLTA AND INVENTORY
FOR UTILITIES - CITY PROJECTS
W.�7��Y iNAy City Project Numbers: W- /c3
L ./.G. 33 a T(f
Name of Project
As required for year end statistical data for annual reports, the following information is furnished
regarding costs and inventory for utility inprovements installed for the above referenced project.
a
WATER SYSTEM: o
7
Length Size Type y
36," L.F. OF /l " " RI•-IjSP WATERMAIN �x
_- 523 L.F. OF iy^ " orl5f WATERMAIN d
--/yq L.F. OF g•, " L?z .sz WATERMAIN "
OF WATEPMAIN 1
/¢O �V6k OF /z+ "Lor-.kryr � z
A4 EACH OF /z^ GATE VALVES
3 EACH OF &" GATE VALVES
ter— - .ISer7C�/ K
SUBTOTAL $1 2 SO4. z7
EACH OF — ozn FIRE HYDRANT ASSEMBLIES $ ZI !ggd.60
(COST OF FIRE HYDRANTS MUST BE LISTED SEPARATELY) .
TOTAL COST FOR WATER SYSTEM $_ 2! 50G .27
SANITARY SEWER SYSTEM:
Length Size Type
70 L.F. OF lCy Qom_ SEWER MAIN
3s6 _ L.F. OF SEWER MAIN
L.F. OF SEWER MAIN
— EACH OF _fB� DIAMETER MANHOLES
TOTAL COST FOR SANITARY SEWER SYSTEM $ 2¢6.7.6
M
0
STORM DRAINAGE SYSTEM: V
C
Length Size Type H
r
r }i9 L.F. OF S'" .NP STORM LINE y
L.F. OF _Lz" e.KP STORM LINE ro
L.F. OF 3p" ::— yo STORM LINE
by L.F. OF Irf" " r_ P STORM LINE
�O
TOTAL COST FOR STORM DRAINAGE SYSTEM .4 69 F.Iro _ y
ro
b
M
ro
��.4 � 0
Submitted By: _ _ m
Project Engineer
Submittal Date: -4 Z Jy
'In lieu of listing all utility improvements installed, itemized pay estimates or spread sheets may be
attached hereto if applicable costs and inventory are highlighted and totals arc shown above on this form.
Dale: 30•Mbv-87 City of Rmlm . Public Wurks Department f ' Page: 6
Project: SW Grady Way street Improvmml (LID 1 330) Contract "or: C46 016-86
Contrattrr6ary norlino Construction Co Estivate Weber; 5 Closing Date: 1211187
Item Lys Description T Unit Est. LniI Previous Previous This This Tots; Total
No. NO. I Duantity Price Dluntily Amount Wantity Aromt Wanlity Amount
SMILE D'
01. .65 12" Ductile Iron Pipe class 2 'Lineal Foot 380.00 4.45 558.00 14201.10 0.D0 550,00 14201.10
Tytm joint, w/ Polyethylene
Encasement
OI. .65 12" Ductile Iron Pipe Class 54 'Lineal Foot 2D2.W 31.00 200.00 6200.00 0.00 100.00 6200.00
lytm Joint, w/ Polyethylene
Encasement and Bonded joints
03. .65 B" Ductile Iron Pipe Class S2 until font 6.50 20.00 0.D0 0.DO O.W 0.00 0.00
Tyton Joint, w/ Polyethylene
Encaswmt
04. .63 b" Ductile Iron Pipe Class 52 'Lineal Foot 74,50 15.30 44.00 673.20 O-DD 44.00 673,20
TAM Joint, W polyethylene
Encasement
M. .65 10" Ductile Iron Pipe Class 52 rLineal Foot /0.00 65.00 0.0 0.W 0.00 O.W 0.00Tyton Joint, w/ Polyethylene
Encasement
D6. .65 12" bate Valve Assembly with Each 0.00 2,010.W O,10 0.00 4.00 8000.W 4.W MOO
Concrete Vault
07. .65 B" Batt Valve As"1) with Each 0.00 MO O.OJ 0.00 0.00 0.00 0.0(1
Cast Iron Vaivo Bm
OB. -bj Carey Type Fire Ilydrant Assembly Each 5.W 1,W0.00 4,W DOOO.W O,W 4.00 DDD0,00
01. .65 Furnish 6 Install Ceoent Cinvete CAic Yard 10.00 75.00 35.00 2n25.00 0.00 35.00 2625 W
for Thrust blocking
10. .65 10"Gate Valy-Assembly with 'Each 1.00 BOOM 0.W O.W 0.00 0.00 0.00
Carl Iron !'aloe Boa
11. .4 24" ; ( Casing U00 Lineal Feet) Lump Sou 0.W O.W 0.00 0.C, 0.00 0.00 0.D0
complete in Place
12, .65 Rmve and Salvage Existing Main Lump Sum 0.00 O.W O.OD O.OD 0.00 0.00 0.00
and Hydrants (1400 Lineal Feet!
13. .65 Foundation Watenfal Class "A" TM 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Date: 30-Nor-87 City of Renton . Public Ikrls Department
Page: 7
Protect: 50 Grady May Street Improvctent (LID 1 330) Contract Muter: CAG 016-06
CmlracterGary Nerlino Construction Co Est'eate IWer: 5 Closing Date: 12/1197
Itee Darn Description T Unit Est, Unit Previous Previous This
No. 1b. This Total Total
1 Quantity Rice D4mtity Amount Quantity Amount Quantity Aunt
14, -65 bankrun Gavel for Trench DaWill Ton I,M0,00 6.50 O,DD D,OD
0,00 0.00 0.00
15, -4 kphall Concrete class 6 Tan 5.00 31.35 0,00 0.00
far Pavement Patching U D O,OD 0.00
16. 'a A,phalt Treated Dose for Pavement Ton 28,00 15,35 0,00 0.00
Patching 0.00 DA D,DD
17. ,66 518" Crushed Bock for Pavement 'Ton 150,00 16.00 0.00 D,00
Subgrade, and Trmiul 1lackfill 0,00 0.N D•DD
18, -0 Cathoa c Protection Test Statim Each 1.00 ,,W.00 2.00 700.00
Type 1 0.00 2,00 100.00
IT- ,65 Cathodic Protection Test Station 'Each I,00 350,00 mo 0.00
Type FD.DD 0,0U 0.00
20. ,a5 Change Order M*er 4 'Each 0.00 3,600.00 3.00 IMO.N
Complete Hater liens Raymond Av SM 0.00 3.00 IC41W.00
Seneca AN SW L E of Lind Av SW
21. .65 Charge Order Muter 6 'Lump we 0.00 11,064.65 1.00 11%4.65
:astall 156 L.F. Q' lock Joint 0.00 1.00 11U64.65
raterwn across FWC
22. .67 Change Order Muller 7 'Lump sue O.W 26,M0,00 1.00 2UM.00
Install San' Servers L ,Ppurtemes U.00 I.00 26�0.00,
DI Pipe, PVC pipe, Ill, connect L inpect
Subtotal Schedule ,. D" 181,114.95 18 000.W
e d84,113.g5
8.11 Sales la 16,570,23 $648.00 t7,218.23
Golan Schedule " D" '87 604,IB
l41,64&D0 4S6,372.18
14.L�4� 50<., z7 . 7
D G ate; 21- b87 - City o4 Benton . Pctlic Males Department
Page: 1
PrOlect: Bit Grady VaY Street Iaprovea.e;-,t 1 11) 1 30) Contract Number: CAfi 0I6-86
Contractor Valley Cement Cautructicn Co, Estiute goober: 9 G Fieal Closing Date; 7721787
Rea Ba's Description T Unit Est. Unit Previous Previa:s This This Total Total
NO. '1t7• X Quantity Price Duantity Amount Quantity Amount Quantity Awint
:LPFfIL1E „ D"
DI. .65 12" Ductile iron Pipe Class 52 [Lineal Foot :460.00 -1.65 2DW.00 S.-00 0.00 OA X&OO 5=2100
Tyton Joint, w/ Polyethylene
iocasespnt
02. .65 IY" Ductile iron Pipe Liass 54 kireal Foot 515,W F•1.N IMOO 10013.00 0.00 0.00 323.00 1.0013.00
Tyton Joint, 'l polyethylene
Encasement and Bonded Joints
03. .6.°, 8" Duciily Iron Pipe Class 52 Lineal Foot 175.00 X.W 168.50 1370.00 0.00 0.00 168.50 ti70.00
Tyton Joint, wy Polyethyleno
Encasement
04, -a 6" Ductile Iron Pipe Class 51 kiival Fort 340.00 15.30 1b0.50 '1785.65 0.00 0.00 160.50 3%5.65
T•;tai Joint, w; pclyelhyiene
Encaseaent
15. .65 Al" Ductile Iron ripe Class 52 [lineal Foot MOO K�.00 0.00 O.00 O.DO O.W 0•00 0.00
TYton Joint, %1 Polyethylene
Encasement
06. .65 12" GdtE Valve Assembly wtth Each 10.00 20WO.W IO.DD 2WW.00 0.0 0 D.W 10.0 200W.W
Concrete Vault
07. .65 6" Gate Valve Asseshly with Each :.Do 606.00 3.00 1800.00 0.00 0.00 3.00 1afAi.OD
Cast Iron Valve Bon.
05. .65 Corey Type fire Hydrant Assembly F.acu 1_.00 AO.30 7.DO 14U.00 0.00 0.0 7.0D 14OMDO
0i. .65 Furnish L Install Cement Concrete Cubic Yard CJ.C.) 75.(4 48.50 3637.513 OA 0.00 4B.50 :6:7.5)
for Thrust blotting
10. .65 10"Gate Valve Asseably with 'Each 1.06 800.00 0.M 0.00 0.00 O.00 0.00 0.00
Cast Iron Valve Box
11- ,65 24" Steel Casing (100 Lineal Feet) Lump Sum 1.00 7500.00 I.eb 7500.00 0.00 0.00 1.4 7500.00
Complete in flat[
17. .65 Remove and Salvage Existing Main Lump Sum 1.00 9000.W 0.9D 8100.00 0.00 0.00 0.90 8100.00
and Hydrants (1400 Lineal feet)
13. AS Foundation Nab rial Ciass "A" Ton 125.00 8.50 143.N 1217.54 0.00 0.00 143.24 1217.54
Date: 21 kt-DT Ci'Y Oi Renton . Public Works Dnartkcnt
;''* Page: B
Protect: SW Crady kay Strcet laproreac-t Un 1 7.0) Contract ILacr: Cfw >16-Co
Contractor Valley Cecml Construction Co, Estimate 14u'ber: 9 S Final Closing We: 7/a,d7
lte. Ears Description T !knit :St. Unit Previous Previous This ! s,,,i Total Total
Owntity Prica D,wntity Aaow:t awtity Aaaxiat :jaunty A=mt
11. .65 Eankrwi Craven fa French Backfill Ton MOM 6.50 MO 0.00 0.00 0,00 0,D0 D.00
I5. ,65 Asphait Concrete Class B Tcr t4.00 31,P0 15.ey0 4:S.W 0,00 0.00 15.00 465,W
for Pavement Patching
16. Z Asphalt Treated Base for PavS, Ton 20M 25,0.0 0.00 0.00 OM 0.00 d.00 0.00
Patching
17. ,65 518" Crushed Rock for pavement 'Ten 150.00 16.00 G.00 0.0 0.00 0.00 0.00 0.00
Subgrade, and Trecch Backfiii
la. .65 Cathodic Protection Test Staticrl Each 2.00 150.00 0,00 0.00 0.00 0.00 O,OC 0.00
Type 1
19. .65 Cathodic Protection Test Station *Each 1.00 150.00 0.00 O.DO 0.00 0.00 0.00 0.00
Type F
20. .id C.D. 11 #Lineal Foot 0.00 25.65 90,00 .1708.50 (.00 90.00 23B.50
12' DIP Class 52 0.00
C.D. 11 'Cubic Yard O,iO 75.00 6.60 495.00 O.601 6.60 M00
Cement Concrete for COO
Thrust blocking
Z2. .65 C.D. 11 'Each 0,00 M.G0 4.w fk;G.00 0.00 4.00 E00,OD
22 112 Dmree Bends 0.00
2"s. .65 C.D. 11 +lineal Foot 0.00 75.00 20.W IW).00 0.00 0.(0 20.00 t:)Q.00
24' Casing Pipe
24. ,Z C.O.;, +lineal Foot O.OD A00 10.00 M0.00 0.00 C.D1 70.00 2730.00 '
IS' M. Pipe ,Cl. 5
25. .65 C.0.13 'Each 0.00 3000.CD 1.00 3000,00 0.00 O,Oc 1.00 ,iOGp,pp_
Manholes 17' Deep
26, .a C.0,13 'Each 0.00 2800,00 1,00 .M.CD 0.00 O.p) 1.00 2800.00
Manholes 15' Deep -
2% .i5 C.0.t3 *Linear Feet kW 2740 0.00 O,W 0.00 0,00 0.0(• 0.00
Dam 21Oct el r► City of Pw ton , Public Morks Gepartaent � Page: 4
Protect: SW Brady Xsy Street lgrovevent (LID 1 3N) Contract Huber: CA6 016-U
Contractor Valley Cexnt Construction Co. Estivate ltuaber: 9 i Final Closing Date: 7721lel
:tea Pars Description T Unit Est, Wit Previous Previous This lhis Taal Total
W. 7 Quantity Price Quantity Anon* Quantity 4wat Quantity A"-.t
I" P.W.C. SeW Ptpe
26. .6S C.C.13 .L•aap Sue 0.0 1U.00 0.0 0.00 UID 0.00 0.00 0.00
Connect to ea. Metro line
ro. .65 CA,13 tLiaear Feet 0.00 2.00 0.00 0.V. 0.00 O.00 0.00 0.DO
T.V. In »cti n
O. .65 U. G +Luap mm 0.00 4312.60 0.W 0.00 O.00 0.00 0.00 0.00
Bell points
11, .a• i"J.e 7.;al.,,r L-4 suo O.O. 07a•0o :.DO 974.00 0.00 NOD 1.00 974.00
Subtotal Schedule " 5" S142,04e.19 $0.00 10.00 $142,040.19
9.17. Sales Tar. 511,mmo g0.00 IUD S11,So.90
Total Schedule " D" sm,54.09 $0.00 $0.00 S12,74.09
- 8530.0 0
' AO/�S,Oz4,o9
PrecGm ng —�� 10636 Main St.,Suite a291
Sellavuo.WA 90006
& Vdeo S stemse,C. ep2o6`G sv s s TELEVI„rON INSPECTION REPORT
.e Its" h0 No
• Yr Na•oM Cteanee el 1Wen No Tatit No
rt Y.M.M. Rae OYtw, MMt 1.•tyMon~{alytN a•tet Two, Y•1,. • .M.M►.
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MANHOLE DATA
N/H no. LOCATION
depth
type1"k U Favor pots Code COMIREMTs obitm oil
i►M
INk t
condmon
Raeom. MneD.
OIPELINE DATA
dgnllness _
alignment
Grade d
age
eondnlon G.i l —
%Est.Making joinu —
other
RECOMMENDED REHAB
Been
remove roots
pout I%joinu)
Wine _
MOW*
Other
S- �CoC
LEGEND Q'Pd Aq Y 'r
&►•llroken woe d
CC•Cvcurnt►remiel v"k d
LC•LtNte tuwn•1 CtKs (� 4'-$ 12 A rc.. L✓'
G• arrk me.aee
L• Look
►T•Notrttarttl Up,
IT•f►rvrta too
EL•ae.wo ,it
SA•servNy rynt
It• soon
v• u.v..,eet.
top_•f__
E Preb w .)Ca. rg... 10636 8ellevM Suft
e291
' �,,-.1�,-, P%ECISVA0R9 TELEVI_ .ON INSPECTION REPORT
& Vdao Systemsm / 2os44-2926
Mit CIM1. -� lee wo
�eMMMw IYOee1P ylMelwH titMrMO M tMeen Mo ieOr wo
pimpow N.M.Me. Oye t)Mw1' eelwl yMptw Yettee Legte Ierwl Teee f"c Mu I •M.M.Me.
�7 1 I7h?p I 3 G�
MANHOLE DATA
MH no. '� LOCATION y 7 t,
type l. - hate MMaVt IA
feeW' Y,e Code tomENTS iM1
Neks
condition
r
m
Mtoln.Remb.
0111i'S LINE DATA f,
t(eenimess LGC4
14pnment vC - ---
glade —
W «✓
Contl�tlon 5
%En leaking joinu --
other _
RECOMMENDED REHAB
clam _
remove rnots
orwt 1%pmu)
reline _
nDlete
other
LEGEND ^
p e 0roten s»a
CC•CwCYTlwgni Nl pKA
LC•LOMVIwA,ryl"Kt
G Greek MI Ii
L• Lee:
�T•NOhrelrrte itD -- .
IT•p,�roc --
fl•IH."*1.,
SR iH.wr rK*;
A• Noon
u• unimmomtee
OOP��01.�
. : ITEM NUMBERS
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i
1.• /�� �330 r
3S 390 e o
i
i`t
ENDING
OF FILE
FILE TITLE
cJ - � 60 L ; � 33D
le. Ave. sw.
�° Ijrady ��y,