HomeMy WebLinkAboutWWP2701431(16) HONEY CREEK SEWER S-219E
Pay Estimates Sch . A & B
fir, C.
kEMORANDUM
+;inn• %�(�C{M�lCa
TO
Bob Bergstrom DATE 8/2H/85--_ —
FROM Gloria Minnick 1
SUBJECT R. L. AILA CO. report to St. of WA, Revenue Dept.
Ls of thi date I still have not received the report
that was to be made out by your department for the
R.L. Aila Co., CAG 021-65 to the Dept. of Revenue,
Excise Tax Division, Audit Procedures b Reveiw section.
This report should have accompanied all the papers when
it was finalized 7/22/85.
I had requested the report on August 14.
Your immediate attention to this important matter will be
appreciated.
cc: R. Houghton
Yerlr iW"Prl«-ROUM.«q..l...
ROUTING - REQUEST
Poeue LL
READ To. Rt% T
HANDLE ("ke dp 1 7 f]`1 E\1 l
APPRMVE ALL. W La Y PZl
am FORWARD L�ata,.+1/`c, I I✓ e lT
RETURN V4 A S W,�IT $ P jj
KEEP OR DISCARD T Imae . uA%y e _
.. . REVIEW WITH ME hNoc- IT
Gr P �TM—E ib
For.Use By City Clerk's Office Only
A.I. 1
AGENDA ITEM
RENTON CITY COUNCIL MEETING
SUBMITTING
Dept./Div./Bd./Comm. Puclic NO; .i 7i.aiaeertliy For Agenda Of
TMaet:ng Date
Staff Contact i
Agenda Status:
SIIBdECTt CAB 021-85 Honer Creek Serer Phase Consent
1, Schedule A18, RA, Alta C nstrurtion CO. Public Hearing
Correspondence i
rinal Pa�mlent Acceptance
Ordinance/Resolution
Old Business
Exhibitst (legal Descr., Maps, Etc.)A:tach me. Business
Study Session_
A• va cm..i 1n t,na: pal net i.Yite Other j
B.
i
C. Approval:
Legal Dept. Yes_ No Ni A__ I
COUNCIL ACTION RECOIWENDED: Approval Of finance LeDt. Yes_ No. N/A—
'in.,I n �. r . i, req,,est final aecep- Other Clearance
- R hwi TO 0av lien twriod.
FISCAL IMPACT:
Expenditure Required $ Am;unt $ Appropriation- S
Rudgeted Transfer Required t
SUMMARY (Background Information• prior action and eifect of implementation)
(Attach additional pages If necessary.)
Ine Money Creek Phase 1. Schedule AAB project began on April 8, IW 5, accepted and completed
,iuly 1, 19o5 by R.L. Altd Construction CO.,inC. The &WRInt due the contractor is ;M.11
for the tinfil progress naymPnt. It is recommended that the City Council accept completion
of the cun.ract as of July 22, 1485. If after j0 days no leinS or clattis are vutstanelnq
and proof.of pAyment and tax and insurdnce liaotlities have oeen received, it is reco m0eu-
ad that the retained airuunt of S6,05S.48 be paid to the contract.
PARTIES OF RECORD/INTERESTEC CITIZENS TO BE CONTACTED:
THIS COPY FOR YOUR FILES,
DATE: July 1, 1985
't0: FINANCE DIRECTOR
FROM: PUBLIC WORKS DIRECTOR
SUBJECT: PROGRESS PAYMENT
CONTRACTOR:_R.L. Aiia Company ESTIMATE NO. 4
CONTRACT NO. 021-85 PROJECT;_ Noney Creek Phase i _
Schedule A A B
1, CONTRACTOR EARNINGS TIIIS ESTIMATE 1 658.75
2. SALES TAM E 8.1% 53.36
3. TOTAL CONTRACT AW;NT TItIS C TimATE S 712.11
4. EARNINGS PREVIOUSLY PAIL) CONTRACTOR S114,428.22
5. *EARNINGS DUE CONTRACTOR 1111S ESTIMATE $ 625.81
6. SUBTOTAL - CONTRACTOR PAYMENTS S 115,054.0.E
7 RUTAINAGE ON PREVIOUS EARNINGS S 6,022.S4
B. *• RETAINAGE ON EARNINGS THIS ESTIMATE 32.94
9. SUB'10TAL - RETAINAGE S 6,055.48
ID. SALES TAM PREVIOUSLY PAID S 9,756.51
11. SALES TAM DUE TIIIS ESTIMATE 53.36
12. SU81'OIAL - SALES TAX 1 9,809.87 _
•(95% x line 1) GRAND TOTAL $ 130,919.38
'•RETAINAGE °, -
FINANCE DEPARTMENT ACTION:
PAYMENT TO CONTRACTOR (Line$ 5 and 11):
ACCT. I 421/OW/15.596.39.65.19 S 679.17 14
ACCT. I $ -- - I
ACCT. / S
ACCT. I S
ACCT. I _ $ (—
RETAINED AMOUNT (Line 8):
ACCT. I 421/000/15.596.38,65.19 $ 32.94 I 4
ACCT. / S
ACCT. I S
ACCT. / S (—
ACCT, / S
CHARTER 110. LAwS QF 1965 TOTAL THIS ESTIMATE S 712.11
CITY OF RENTON CERTIFICATION —
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CITY OF #TON • DEPARTMEA OF ENGINEERING
• MUN!!;,PAL BUILDING, 200 MILL AVE 90UT 11 RENTON, WA 9SO55.235 2631
FR0JI!CT 11•111av creek - F7u11 1 - PROGRESS PAYMENT ESTIMATE NO. 4
PmirmCt NO. °-�-PS COnVaetor N• L. Alfa L'lwrpany Cloiunq Date_il/e5 SMN of L
It Ep PREVIOUS TOTAL TH15 ESTIMATE TOTAL FO DATE
O1aPriPtion U.I Umt P.,ta QtY. Qty Amount Qly Ainoum Q,y Amount
Schedule 'A' forct Wtn
1 Mobilization LS A Z0,000.00 1 l00'. I f 20,OIm.00 OT a o.Ito 1(m: f 20,n11n,On
2 Content E.cavatlon LS 2.000.00 1 1001 2.000.00 0 0,(m IN% Z,o00.00
3 Crushed Rock TON 9.25 450 4RR.2 4,515.85 14.2 131.35 502.4 4,647.20
4 Asphalt Concrete Pavement TON 37.00 900 810.6 29,992.20 0 0.00 810.6 24,992.20
5 Munument EA 300.00 3 7 21100.W 0 0.00 7 2.la,Au
6 Curb A Gutter Pester. LF 8.00 50 19 152.00 0 0.00 19 151.011
J Sidewalk Reston. SY 10.00 R l0 100,01) 0 I P .m 1n le0dm
P lem0orary Lo'd Pa[ch 5Y ).D(i IPA l45 l.OlS.W l' O.:kl' ^ I 1103S.00
9 0edding It ten ai TON 0.50 650 40 2n,1M1 S4.P 1-,40 8. 47.40
10 dank Run Gravel TON 1. 2000 225 225.0n o 0.00 225 225.00
'1 6" Side Sewer Lr 10. 80 51 1020.00 O 0•no 51 1,02F (m
12 10" PVC Gravity Sewer IF 14. 250 247 3:477.76 r O,em 247 3,477.76
13 4" Trench Drain LF 6. 85 10 60.00 0 O.Oo 10 6n.00
14 12" C14P Culvert LF 12. 50 30 160.00 n 0.00 30 360.W
15 Type III - 48 Manhole EA 1.000. 1 1 1.000.00 O 6.00 1 1.000.011
16 Side Saver Tee', EA 20. 4 3 40.00 11 n.(m 1 60.00
17 Trench Drain w/Blocking EA 100. 5 1 100.00 0 e.00 1 ltm.On
18 Conn. To Existing Manhole LS 3DO.CK I 1 30n.011 n O.On 1 300.00
19 Fittings for force Main LBS. 1.5 am 462 693.00 0 0!0 a92 693.01
ZD 8" PVC C900 For-e Main LF 9.1 2220 2159 19,754.95 0 c.8n 2159 19,754,R5
21 Force Main Clean Out EA 900.0c 4 4 3,C.00 any 0 O,nn n 3'aw.lem
:2 Finish and Cleanup is 100.0c 1 t00% 100.00 P 0,00 IOut 101400
Change Orders +1 n 0.00 IN% 5(m,n0 IN% 500.00
Sub-Total 'chedule A a 90,665.61. 1 65a,7S a 91,124,41
Schedulo '8' Water Main
I Crushed Surfacing TON 9.25 150 182 1,681.5t 0 O.M lot 1,M3.Sn
2 Temporary Cold Patch SY 3.00 75 P5 255. 0 0.011 RS 255.00
3 4" PVC Trench Drain LF 6.00 60 25 1;1,:1 0 n.un 2S 151).00
4 Bodding Material TON 0.50 105 is 7.51 n 0.0" IS 7.50
S Bank Run Gravel TON 1.00 1000 154 154.0 0.00 154 155.04)
6 Trench Drain iBlacking EA 100.00 3 1 100.. (1 0.011 1 110.1m
7 fittings for Motor Main LBS 1.50 1200 7e7 1,123,50 0 PON) 749 1,121.50
8 B" 0.1. Meter Mein LF 17.58 IZ80 12N, 2213251110 0 0.00 1270 22.126.60
9 8" Gate Valve EA 385.00 1 1 385.IX) 0 (1.00 1 195.01)
10 Fire Hydrant Assembly EA 900.00 4 4 3,600.4yU O 0.0m 4 3,6110,M,
Change Orders O new 0 0. 0.00
Sub-Total Schedule d a 29,785.10 A 11.04 4 29,7R5.I0
GRAND IOTA[ F120,440.76 s (158.75 $121,Ina.51
%a) Subtotal Schedules "A" A "0" 120,4SO.76 6S8.75 121.109.51
(b) Petalnage: 5s . (a) 6.022.54 32.94 6,055.48
(c) Earnings Payable This Estimte (a) (b) 114,428.22 625.8 1 115,05403
(it) Sales To. 8.11 . (a) 9,756,51 53.36 9.009.87
(a) Amount Due TMs Estimate Ic) • (it) 124.194.73 679.17 124,863.9
(f) Grand Total (a) • (it) 130,201.27 712.11 130,919.3
i
CITY OF RENTON • DEPARTMEN I OF ENGINEERING
MUNICIPAL BUILDING. 200 MILL AVE. SOUTH. RENTON. WA. 98055. 235-2631
PROJECT , (:I"" - Phare I PROGRESS PAYMENT ESTIMATE NO.
contract No. - Contractor 11• L. Ali. Comp.,,r�y _ CJosng Date 7/1/85 Shee!_of_
Est PREVIOUS TOTAL THIS ESTIMATE TOTAL TO DATE
INo. Description Un't Unit Price Qty. Qty Amount Oty Amo.nt Qty Amount
• Schedule 'A' Force Main
Mobilization LS E 20,000.'0 1 100% 3 20,(n00,0o Ot s 0.00 1002 $ 20,000.E
2 Common Excavation LS 2,000.00 i tOOY 2,0r ,un 0 0.00 T00% 2,000.E
3 Crushed Rock TON 9.25 450 488.2 4,515. I.a.2 131.35 502.4 4,647.E
4 Asphalt Concrete Pa+ement TON 37.00 900 810.6 29,99 0 0,00 810.6 29,992.
5 Monument EA 300.00 3 7 2,100.00� 0 0.00 7 2,101).
6 Curb 8 Gutter Reston. LF 8.00 50 19 1`?. 01 0 0.00 19 152.
7 Sidewalk Restor. Sy 10.00 8 -0 1,n) � i 0 0.00 10 lo0..
8 Temporary Cold Patch Sy 3.00 ISO 345 t,n 35. rl 1) 0.00 345 1,03;.
9 Bedding Material TON 0.50 650 40 20.111,i 54.> 27.1,u 94.8 47.'•
46 Bank Run Gravel ION 1.OD 2000 225 225.u,O 0 0,00 225 225.r,
6" Side Sewer LF 20.00 80 51 1,020.00 0 0.00 51 1,020.1 "
12 10' PVC Gravity Seger LF 14.08 250 2 .7 3,477.76 0 0,00 247 31477.'
13 4" Trench Drain LF 6.00 85 to 60.On 0 0.00 10 60.:
14 12" CMP Culvert LF 12.0 50 30 360.00 0 0.00 ", 364;.-
15 Type III - 48 Manhole EA 1,000.00 1 1 1,000.0o 0 o.urr 1 1,000,
16 Side Sewer Tee's EA 20.0 4 3 50.00 0 0,un 60. .
17 Trench Drain w/Blocking EA 100.0 5 1 100.00 0 0.00 1
18 Conn. To Existing Manhole LS 300.0 1 1 300.00 0 0.oar 1 300.w
'. Fittings for Force Main LBS. 1.5 800 462 693.(,0 0 462 693."
20 8" PVC C900 Force Main LF 9A 2220 2159 )9,754.85 0 o.00 215•4 19,754•;+,
21 Force Main Clean Out EA 900. 4 0.00 4 3,600.,],
22 Finish and Cleanup LS 100.0 1 100X 100.001 0 o.00 100 lo0.o0
Change Orders 2:1 1 1 1 0 u.00' 100t 500.00 300% 500.00
Sub-Total Schedule A I $ 90,'.65.6f ti 658.75 $ 91,324.41
r
Schedule 'B' Water Main
1 Crushed Surfacing TONI 9.25 150 1182 1,683.51 0 0.00 182 1,683.50
2 Temporary Cold Patch SY 3.00 75 85 255.0( 0 0.00 85 255.00
3 4" PVC Trench Drain LF 6.00 60 25 150-.0 0 0.00 25 150.00
4 Bedding Material TON 0.50 105 IS 7.5( 0 0.00 15 7.50
5 Bank Run Gravel TON 1.00 1000 154 154.0 0 0.M 154 154.00
6 Trench Drain w/Blocking EA 100.00 3 1 100.0 0 0.00 3 100.00
Fittings for water Main LBS 1.50 1200 747 11123.50 0 0.00 749 1,123.50
8" 0.1. Water Main LF 17,58 1280 1270 22,326.60 0 0.00 1270 22,326.60
9 8" Gate Valve EA 385.00 1 1 385.00 0 0.00 1 385.00
10 Fire Hydrant Assembly EA 900.00 4 4 3,1,00.00 0 0.00 4 3,600.00
Change Orders 0.00 0 0.00 0.00
Sub-Total Schedule 8 s 29,795.10 s 0.014 5 29,785.10
GRAND TOTAL $120,450.76 s e5x,75 $121,109.51
Subtotal Schedules "A" 8 "B" 120,450.76 658.75 121,109.51
Retainage: 5% x (a) 6,022.54 32.94 6,055.48
(c) Earnings Payable This Estimate (a) - (b) 114,428,22 625.8 ) I 115,054 D3
(d) Sales Tax 8.1% x (a) 9,756.51 53.36 9.809.87
(e) Amount Due This Estimate (c) + (d) 124.184.73 679.17 124,863.9
(f) Grand Total (a) + (d) 130.20).27 712.11 130,919A13
FL 325
Rev. 10/14/70 Contract No. C.A.G. 021-85
NOTICE OF COMPLETION OF PUBLIC WORKS CONTRACT
To: State of Washington Data: August 29, 1985
Excise Tax Division
Audit Section
Tax Commission
Olympia, WA 98504
Do Not Use
From: City of Renton Assigned to:
Finance Department Date Assigned:
200 Mill Avenue South 9
Renton, WA 98055 '.k Nu
Date:
Gentlemen:
Notice is hereby given relative to the completion of contract or project
described below:
Description of Contract Honar Creek Sanitary Sever Phase I, Schedule Aia
Contractor's Name A.L. Alia Constz,ction, Inc.
Contractor's Address 9215 Empire way S., Seattle,NA. 99118 Phone Is 122-4900
Date Work Commenced April 8, 1985
Date Work Completed July 1, 1985 Date Work Accepted: July 22, 1985
Surety or Bonding Company United Pacific Insurance Company
C/o Lawrence Nelson, Parker, Smith, Fe-k, Inc.
Agent's Address 1799 First Interstate Center
Seattle, Washington 98104
Contract Amount (W/Sales Tax): $138,965.68 Amount Disbursed $124,863.90
Additions - $8,046.30 Amount Retained $6,055.48
5eles Tax $9,809,87 Total $130,919.38
Total (v/Sales Tax) $130,919.38
By
0 isL sing Of icer - Flnan Dl ra cf or
THREE: COPIES OF THIS NOTICE MUST BE COMPLETED BY THE DISBURSINC OFFICER
AND HAILED TO THE DEPARTMENT OF REVENUE AT OLYMPIA, WASHINGTON IMMEDIATELY
AFTER ACCEPTANCE OF THE WORK DONE UNDER THIS CONTRACT. NO PAYMENTS SHALL
BE MA)E FROM RETAINED FUND UNTIL RECEIPT OF DEPARTMENT'S CE RTIFiCATE, AND
THEN ONLY IN ACCORDANCE WITH SAID CERTIFICATE.
cc: Department of Labcr and Industries
DAIS; June 12, 1985
TO: FINANCE DIRECIOR
FRC14: PUBLIC WORKS DIRECTOR
SUBJECT: PROGRESS PAYMENT
CONIRALIOR: R.L. Alia CotmanY _ ESTIMATE NO. 3
CON7-RACT NO. 021-85 PROJECT: Honey Creek Prase I
Schedule A 8 B
1. CONTRACTOR EARNINGS 11115 ESTIMATE $ 2,100,00
2. SALES TAX a 8.1% 170.10
3. TOTAL CCNIRACT AMOUNT 1111S ESTIMATE 9 2,270,10
4. I;ARNIW;s PREVIOUSLY PAID CONTRACIOR $112,433.22
S. -EARNINGS DUI:: CONTRACTOR T1118 ES1'mAii, S 1,995.00
6. SUBTOTAL - CONTRACTOR PAYMENIS $ 114,428.22
7. RFTAINAGF. IN PREVIOUS EARNINGS S 5,917.54
B. *• RETAINAGF. ON EARNINGS THIS ESTIMATE 105.00
9. SURIOIAL - RF.TAINAGE $_ 6,022.54
16. SALES TAX PREVIOUSLY PAID $ 9,586.41
11. SALES IAX DUE 1111S EST114AIE 170.10
12. SUBTOTAL - SALES TAX $ 9,756.51
0(95Y. z Line 1) GRAND TOTAL S 130,207.27
"RETAINACT: 51
FINANCE UEPARTMENT ACTION:
PAYMENT TO CONTRACTOR (Lines 5 and IT)-
ACCT. / 421/000/015.596.38.65.19 _ s 2,165.10 /
ACCT. A
ACCT. I
ACCT. / L /_
ACCT. / $ I
RETAINED AMOIRIT (Line 8):
ACCT. I 421/030/015.596.38.65.19 s 105.00
ACCT. /
ACCT, I S /
ACCT. I S I
ACCT. I f I
CHARTER lie, U1wS Or TBe6 TOTAL THIS ESTIMATE S 2,270.10
CITY OF TiENTON CERTIFICATION
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CITY OF ONTON • DEPARTMESF OF ENGINEERING
• • MUNICIPAL OL iLDIN6 200 MILL AVE SOUTH RENTON. WA 98O55e 235-2631
PROJECT Money,1.reek --Phue 1 PROGRESS PAYMENT ESTIMATE NO.J
3onbact No 021-95 _ Contractor. R.L. A14 Coapany _ Cbamp Oat.6/12/85_Sent
11 Eat PRE VIpV3 TONAL THIS ESTIMATE TOTAL TO DATE
Male D.acrlption Vv1 Una P.,c• OiY O1y An,piinl O1y 4mpunt O1Y An,our,t
ScMdvle 'A' Force Main
1 mobil iFation LS S 20.000.00 Ion S 2T11000.00 05 { 0-00 111OT f 20,000.00
Cannon Excavation LS r,000.00 1 Ion 2,000.00 0 J.00 100% 2,000.00
3 Crushed Rock TON 9.2s 450 488. 4,515,85 0 0.00 486.2 41515.85
4 Aaohalt Concrete Pavexient TON 37.00 900 810.� 29,992.70 0 0.oil 810.6 29,992.20
5 monunent EA 300.00 3 0 0.00 7 2,IOl1.00 7 "TO 00
6 Curb A Gutter Reston LF 8.00 50 19 152.OD 0 0.00 19 152.00
7 Side.atl, Restor. Sy 10.00 8 10 IOO.W C 0.00 10 100.00
B ieayorary Cold Patch Sy 3. 150 345 1,035.00 0 0.00 345 1,035.00
9 Bedding Material TON 0. 650 40 20.00 0 0.MI 40 20.00
10 Bank Run Gravel IBM 1. 20DO 275 225.00 0 U. 225 225.00
II 6" Side Ce.er LF M. RO 51 1,020.00 0 0.00 51 1,020.00
12 10" PVC Gravity Seer LF 14.01 250 247 3,477.76 0 0.00 NI 3,477.76
13 4' Trench Brain LF 6. 85 t0 60.D0 0 0.00 10 b0.00
14 12' CHIP Culvert LF 12.04 50 30 360.00 0 0.00 30 360.00
IS Type TIT - 49 manhole EA 1,000. 1 1 I,ouo.ou 0 0.00 1 1.000.00
16 Side Sl.er Tee's EA 10.of 4 3 60.00 0 0.00 3 60.00
17 trench Drain ./Blocking EA 100. 5 1 TOO DO 0 0.00 1 IOD,DO
IA Conn. To Fritting Mat rho le LS 300. 1 1 pp,00 0 0.00 1 300.00
19 Fittings for Force Main LBS. Elf A00 462 693.011 0 0.00 426 693.
00
70 A" PVC C900 Forte Main LF q,P 2220 2159 19,754.11: O 0.00 2159 19,754.85
21 Force Main Clean Out EA 900.OF 4 4 3,6m,.Oa 0 0.00 4 3,600.
22 Finish and Cleanup LS 100. 1 I00% 100.00 0 O.w 1001 100.1
Change Orders 0
_ 0. 0 0.00 0.00
Sub-Total Schedule A 5 WsiSSt -
.616 2,100. -I-M.Sm.ff
Schedule 'B' Water Main
I Crushed Surfacing TON 9.25 I50 182 1,683. 0 0. 192 1,683.
2 Tiepnrary Cold Patch Sy 3.00 75 PIS 255.Of 0 0.of R5 255.
1 4" PVC Trench Drain LF 6.00 60 25 ISO. 0 0.01 25 ISO,
4 Bedding Material TOM 0.50 105 15 7.54 0 OAI IS 7.51
5 Bank Run Grovel T0N 1.00 1000 154 154.01 0 O. 154 154.
6 Trench Orton ./Blocking EA 100.00 3 1 10O.N 0 0. 1 100.01
7 Fittings for Wate.- Main LBS 1.50 12110 749 1,123.5 0 0.OF 749 1,123,51
H R" D.I. Water MaLi tF 17.58 I280 1270 22.326. 0 0.01 1270 27,326.
61
9 R" Gate Valve EA 385.00 1 1 385.IN 0 0.01 1 385.0
10 Tire Hydrant Ass evilly EA 9(00.00 4 4 3,6110. 0 0AX 4 3,6M.01
Change Orders 0 0.01 0
Sub-Total Schedule B
5 29.785-11 s o.OL 29,785.1
(1) Sub-Total Schedules "A" A "11 SI Is,350J6 S 2,10O.01 SI20.450.7
,b) Retalnaoe'. 5t v (a) 5,91734 los.G 6,022.5
(c) Earnings Payable This Estiaa a (a) - (b) 117,U3.22 1,995JA 114,428.1)
(d) Sales ter RAT 9,586.41 170.11 917563
le) Mount Due 'his Estirte (c) c (d) 122,019.61 2,165.11 124,184.7
(f) GRAND TOTAL (a) v (d) 127,937.17 2,270.14 130.207.2
CITY OF RENTON • DEPARTMENT OF ENGINEERING
• ,a • MUNICIPAL BUILDING. 200 MILL AVE SOUTH. RENTON, WA 98055. 235- 2631
PROJECT Honey Creek - Phase I PROGRESS PAYMENT ESTIMATE NO. 3
::ontract No. U21-85 Contractor R.L. Alia Company Clos,,g Date 6/12/85_ Sheetof.1
PREVIOUS TOTAL TF11S ESTIMATE TOTAL TO DATE
INo Description Unit Umt Pri,:e oty Qty Amount Qty Amount Qty Amount
is 4chedule 'A' Force Main
I Mobilization I_S E 20,000.00 1 100% S 20,000.00 0% $ 0.00 100% S 20,000.00
2 Common Excavation LS 2,000.00 1 100% 2,000.00 0 0.00 100% 2,000.00
3 Crushed Rock TON 9.25 450 488.2 4,515.85 0 0.00 488.2 4,515.85
4 Asphalt Concrete Pavement TON 37.00 900 810.1 29,992.20 0 0.00 810.6 29,992.20
5 Monument EA 300.00 3 0 0.00 7 2,100.0U 7 2,100.00
6 Curo A Gutter Restor. LF 8.00 50 19 152.00 0 0.00 19 152.00
7 Sidewalk Restor. SY 10.00 P 10 100.00 0 0.00 10 100.00
8 Temporary Cold Patch SY 3.00 150 345 1,035.00 0 0.00 345 1.035.00
9 Bedding Material TON 0.50 650 40 2U.o0 0 0.00 40 20.00
10 Bank Run Gravel TON 1.00 2000 225 225.00 0 0.00 225 225.00
• 6" Side Sewer LF 21).00 80 51 I 1,020.00 0 0.00 51 1,020.00
12 10" PVC Gravity Sewer LF 14.08 250 247 3,477.76 0 0.00 247 3,477.76
13 4" Trench Drain LF 6.00 85 10 ( 6,.00 0 0.00 10 60.00
14 12" CMP Culvert LF 12.0 50 30 360.00 0 0.00 30 360.00
15 Type III - 48 Manhole EA 1,000.0 1 1 1,0LO 00 0 0.00 1 1,000.00
16 Side Sewer Tee's EA 20.0 4 3 60.00 0 0.00 3 60.00
17 Trench Drain w/Blocking EA 100.0 5 1 100.00 0 0.00 1 100.00
18 Conn. To Existing Manhole LS 300.0 1 1 300.00 0 0.00 1 300.00
19 Fittings for force Main LBS. 1.5 800 462 691.0 U 0.00 426 693.00
20 8" PVC C900 Force Main LF 9.1 2220 2159 19,754.8. 0 0.00 2159 19,754.85
21 Force Main Clean Out EA 900.0 4 4 3,60U.0 0 0.00 4 3,6D0.00
22 Finish and Cleanup LS 100. 1 1001 100.00 0 0.00 100% 100.
Change Orders 0 0, 0 0.00 0.
Sub-Total Schedule A S 88,565.6 f 2,100. T91J,b6Sb
Schedule 'B' Water Main
1 Crushed Surfacing TON 9.25 150 182 1,683,5 0 I 0.0 182 1,683.5
2 Temporary Cold Patch SY 3.00 75 86 255.0 0 0. 85 255.0
3 4" PVC Trench Drain LF 6.00 60 25 150. 0 0.0 25 150.
Of
4 Bedding Material TON 0.50 105 15 7.5 0 0. 15 7.5
5 Bank Run Gravel TON 1.00 1000 154 154.Of 0 0. 154 154.
6 Trench Drain w/Blocking EA 100.00 3 1 loom 0 O.Ot 1 100.
is Fittings for Water Main CBS 1.50 1200 749 1,123.5 0 0. 749 1,123.54
8 8" D.I. Water Main LF 17.58 1280 1270 22,326.E g 0.0 1270 22,326.E
9 8" Gate Valve EA 385.00 1 1 385.0 0 0. 1 385.OI
10 Fire Hydrant Assembly EA 900.00 4 4 3,600.0 0 0.0 4 3,600.
Change Orders 0 _ _ . 0.0 0 0. _ 0.
Sub-Total Schedule B S 29,78F.1 f 0, f 29,785.1
(e) Sub-Total Schedules "A" A "S $110,150.76 8 2,100,U $120,450.7
(b) Retainage: 5% x (a) 5,917.54 105.0 6,022.5
(c) Earnings Payable This Estima a (a) - (b) 112,433.22 1,995.01 114,428.21
(d) Sales Tax 8.1% 9,586.41 170.1 9,756.5
• (e) Amount Due This Estimate (c) + (d) 122,019.63 2,165.1 124,184.7
(f) GRAND TOTAL (a) + (d) 127,937.17 2,270.14 130,207.2
e a: June 12, 1985
TO: FINANCE DIRECTOR
FROM: PUBLIC WORKS DIRECTOR ��lS SNFr7 /V/R,
SUBJECT: PROGRESS PAYMENT
CONTRACTOR: R.L. Alia Company O. 3
CONTRACT NO. 021-85-85 _ PROJECT: _
� na8 _
., CONTRACIOR EARNINGS THIS ESTIMATE $ 2,100.00
I. SALES TAX a 8.1% (1) 168.84
3. TOTAL CONTRACT AMOUNT IRIS ESTIMATE $ 2,268.84 —
4. EARNINGS PREY. '.Y PAID CONTRACTOR $ 112 433.22 _
S. *EARNINGS DUE CONTRACTOR THIS ESTIMATE $ 1,995.00 \�
6. SUBTOTAL - CONTRACTOR PAYMENTS $ 114,428.22
RETAINAGE ON PREVIOUS EARNINGS $_5,917.54
8. •• RETAINAGE ON EARNINGS THIS ESTIMATE 105.00
9. SUBTOTAL - RETAINAGE S _6i022.5
10. SALES TAX PREVIOUSLY PAID S 9,515.40
11, SALES TAX DUE THIS ESTIMATE 168.84
12. SUBTCrAL - SALES TAX S 9,684.24
'(95% x Line 1) GRAND TOTAL 3� _135.00
"RETAINAGE: 5%
FINANCE DEPARTMENT ACTION:
PAYMENT TO CONTRACTOR (Lines 5 and 11):
ACCT. 1 421/000/015.596.38.65.19 $ 2,163.84 Y
ACCT, / S Y
ACCT. f $ Y
ACCT. Y
ACCT. / S Y
RETAINED AMOUNT (Line 8):
ACCT. / 42110001015.596.38.65.19 S lu5.00
Y
ACCT. / S Y
ACCT. f S Y
ACCT. / $ Y
ACCT. / $
CHARTER 110. LAWS OF 1566 TOTAL THIS ESTIMATE S 2,268.84
CITY OF RENTON CERTIFICATION
M wrour®40,w.umr.unx r4tiT o.
wur. rwr w wrwri ,wN � rwr,�. M
,uKxJ�00 M M�Orr 14xRYyp 4 4YOWD
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40L
(1) Washington State Sales Tax is applied on the following apportionment basis:
20% Project within King County @ 7.8% Rate
SOX Project within City of Renton @ 8.1% Rate
Effective wrighted Tax Rate - 8,04%
u•: June 12 1985
TO: FINANCE DIRECTOR
FROM: PUBLIC WORKS DIRECTOR
SUBJECT: PROGRESS PAYMENT
CONTRACTOR: R L Alia Company ESTIMATE N0. 3
CONTRACT NO 021-85 - PROJECT: Honey Creek Phase I
Schedule A B
1. CONTRACTOR EARNINGS THIS ESTIMATE S_ 2,100.00 —
2. SALES TAX a 8.1% (1) 168.84
3, TOTAL CONTRACT AMOUNT THIS ESTIMATE f_ 2,268.84
4. EARNINGS PREVIOUSLY PAID CONTRACTOR f lu 33 72
S. -EARNINGS DUE CGNTRAC THIS ESTIMATE f 1,995.00
6 SUBTOTAL - CONTRACTOR PAYMENTS S 114,428.22 _
7. RETAINAGE ON PREVIOUS EARNINGS f 5,917.54
a. -- RETAINAGE ON EARNINGS T111S ESTIMATE 105.00
9 SUBTOTAL - RETAINAGE f 6i021�54
10. SALES TAX PREVIOUSLY PAIL) f 9 515.4!'
11. SALES TAX DUE THIS ESTIMATE 168.84
12, SUBTOTAL - SALES TAX
f_9,684.24
•(95% x Lloe 1) GRAND TOTAL f 1in-t ac_fNl
--RETAINAGE: 5% —
FINANCE DEPARTMENT ACTION:
PAYMENT TO CONTRACTOR (Lines 5 and 11):
ACCT. / 421/000/015.596.38.65.19 $ 2,163.84 1
ACCT. / S --/
ACrT. / _ f_ /
ACCT. / S_
ACCT. 1 S /
RETAINED AMOUNT (Line 8):
ACCT. P 421/000/015.596.38.65.19 s IU5.00 /
ACCT. I S_ _1
ACCT. / S 1
ACCT. / S /
ACCT. / $
CHARTER lid. lAV75 OF 1945 TOTAL THIS ESTIMATE $ 2,268.84
CITY OF RENTON CERTIFICATION
, M wn4Y.l1m DD,wu.U1M.ulYl 14w1.w
1411,. Tu11q ,M1WU MM YlY IV.IIy,� MI
f V,Yt1 Yd1Y0 01 M Ntlll NAIC�,14D 4 01►11Y1D
F AIq �b 1,,,1 M CiAY r 1 WI DID i11U WMI
MMId�Wr�1 11Y OA W YiR Wf .,YI�W
�JMYpD O I•Y�Y1D(.•n uo t)m.V un CNiI
(1) Washington State Sales Tax is applied on the following apportionment basis:
20% ProJect within King County @ 7.8% Rate
80% ProJect within City of Renton @ 8.1% Rate
Effective wrighted Tax Rate n 8.04%
'TN/J Si/ECT N�/9�
DAII Nay 7, 1985
TO: FINANCE UIRIICIOR
FROM: PUBLIC WORKS DIRECTOR
SUBJECT: PROGRESS PAYMENT
CONTRACTOR. R.L. Alia Company ESTIMATE Na. 2
CONTRACT NO, 021-85 _ PRWECT: Honey Creek - Phase I
Schedule "A" A "B"
1. CONTRACTOR EARNINGS THIS ESTIMATE $ 37,981,72
2. SALES TAX R 8.1' 3,076.52
3. TOTAL CONIRACT AMOUNT i111S ISTIMATE S 41,058.24
4. EARNINGS PREVIOUSLY PAID CONTRACTOR $ 76,350.59
S. *EARNINGS IIUF CONTRACTOR THIS ESTIMATE $ 36,082.63
6. SUBIOIAL - CONTRACTOR PAYMENTS $ 112,433.22
7. RETAINAGE: ON PREVIOUS EARNINGS $ 4,018.45 _
8. .. RETAINAGE: ON EARNINGS THIS ESTIMATE 1,899 09
9. SUBTOT.L - RETAINAGE $ 5,917.54
10. SALES TAX PREVIOUSLY PAID S 6,509.89
11. SALES TAX DUE THIS ESTIMATE _ 3,076.52
12. SUBTOTAL - SALES TAX S 9,586.41 _
'(957. x Line 1) GkAND T'O1AL S 127,937.17
"RETAINAGE: 5' —a
FINANCE DEPARTMENT ACIIONr
PAYMENT TO CONTRACTOR (Lines 5 and 11):
ACCT. Y 421/f00/i5.596.38.65.19 _ S 39,159.15 Y 2
ACCT. Y E Y
ACCT. Y — S Y
ACCT. Y _ S Y
ACCT. Y _ $ —�
RETAINED AMGNT (Line, 8): '—
ACCT. Y 421/000/15.596.38.65.19 $ 1,894.09 Y 2
ACCT. Y $
ACCT. Y $
ACCT. Y f_
ACCT. Y f
CHARTER IIS. LAWS OF 1965 TOTAL THIS ESTIMATES 41,058.24
CITY OF RENTUN CERTIFICATION
, nr u.pe.wam ro•.mur n+nn w!! nrwry w
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CITY OF R& U TON 0 DEPARTMEEN OF ENGINEERING
• • MUNICIPAL EIUIL31NG, 20 MILL AVE. SOUTH. REN N, NA 98055.235-2831
• PROJECT None➢ Creek - Phase I _ PROGRESS PAYMENT ESTIMATE NO 2
:"tract No. 02i-Bi _ Contractor R. L. Alia Casually Cloa,na Dale 577705 _Sheet-Lot
left, EstPREVIOUS TOTALI THIS LSTIMATE TOTAL TO DATE
No. 0eacnpt,on Unn Unrt Pnce Qtr. Qty I Arrount I Orr Amount Qq 4mounl
Schedule 'A' Force Main
I Mobllitation ;.5. 20,000.00 1 64% S 12.800.00 36% S 7,200.00 100% S 20,000.00
2 Comm, Excavation L.S. 2,000.00 1 loot 2,000.00 0% 0.00 100% 2,000.00
3 Crushed Rock TOM 9.25 4 J 440.9 4,078.33 C.3 437.52 488.2 4,95.85
4 Asphalt Concrete Pavenent TON 37.DO 900 0 0.00 810.6 29,992.20 810.6 29,992.20
5 Monunent EA. 300.00 3 0 0.DO 0 0.00 0 0.00
6 Curb 6 Gutter Bettor, LF 8.00 50 0 0.00 19 152.00 19 152.00
7 Sidewalk Reston. SY 10.00 8 0 0.00 '10 100.00 10 100.00
B Temporary Cold Patch SY 3.00 ISO 345 1,035.00 0 0.00 345 1,035,00
9 Bedding Material TON 0.50 650 40 20.00 0 0.00 40 20.00
10 Bank Run G-avel TON 1.00 2000 225 225.00 0 0.00 225 225.00
11 6' Side Sewer LF 20.00 BO 51 :,020.00 0 0.00 5 1,020.00
12 10" PVC Grarity Sewer LF 14.08 250 247 3,477.76 0 0.00 247 3,477.76
13 4' Trench Drain IF 6.00 85 10 won 0 0.00 10 60.00I
14 12" DIP Culvert LF I2.^7 50 30 360.00 0 0.DO 30 360.00
IS Type III - 48 Manhole EA I.DOO.DO I 1 1,000.00 0 0.00 1 1,000.00
16 Side Sewer Lee's EA 20.00 4 3 60.00 D 0.D0 3 60.00
V Trench Drain w/Blocking EA IDO.00 5 1 100.00 0 0.00 1 EDO.00
18 Conn, to Existing Manhole I.S. 300.00 1 1 300.00 0 0.00 1 3DO.00
19 Fittings For Farce Hain IBS. 1.50 EIM 462 693.00 0 0.00 462 693.DO
20 B" PVC C900 Force rain LF 9.15 2220 2159 19,754.S5 0 0.00 159 19.754.85
2I Force Main Clean Out EA 900.00 4 4 LAID.00 0 0.00 4 ),600.,)0
'2 Finish and Clearup LS 100.00 1 0 O.L„ 100% 100.00 100% 100.00
Change Orders 0 _ 0.00 0 ----0.00 -
Subtotal Schedule 'A' 6 50.583.94 S 37.981.72 S 88,'65.66
Schedule '8' Water Win
1 Crushed Surfacing TON 9.25 I50 182 1 1.683.50 0 $ 0.00 182 f 1.683.50
2 Temporary Cold +etch SY 3.00 75 85 255.00 0 0,00 85 255.00
t 4" PIC Trench Drain IF 6.00 60 25 150.00 0 0.00 25 1%.00
4 Bedding Material TON 0.50 105 IS 7.50 0 0.00 IS 7.50
ti Bank Run Gravel TON 1.00 1000 154 154.00 0 0.00 154 154.00
6 Travel, Drain e7Blxking EA IOG.00 3 1 100,00 0 O.DO I 100.D0
7 Fittings Enr Water Main INS 1.50 1200 747 1.123.50 0 0.00 749 1.123.50
8 8' 0.1. Water Main LF 17.S8 1280 1270 22,326.60 0 0.00 1270 22.326.60
9 8' Gate Valvue EA 385.00 1 1 385.00 0 0.00 1 385.00
!0 fire Hydrant Assembly EA 900.00 4 4 3,600.00 C 0.00 4 3.600.00
Change Orders 0 0 0 _ 0.00 _
Subtotal Schedule "B" S 29,785.10 S 0.00 t 29.785.10
(a) TOTAL 80 369.04 37901_72! 118i50_76
(b) RETAINABE: 5s . (a) 4y 18.As 1 B99.09 _5 9�17.54
(q EARNINGS PAYABLE TNIS ESTIMA E 7�6 750.59 76.082.63 712 4y 33.22
(d) SALES TA3 8.1% _y509_819 _ 3�016 52 _ 9,W.A1
lei AIUOMT DUE TNIS ESTIMATE(<• 02 NO.48 79-s159,15 122yU19.63
(T) GRAND TOTAL (and) I _ B61816__93 127y937 17
,�h� w
I E
CITY- OF RENTON • DEPARTMENT Of- ENGINEERING;
• _.[11• MUNICIPAL BUILDING. 200 MILL AVE, SOUTH. RENTON, WA 98055. 235-2631
PROJECT Honey Creek - Phase I PROGRESS PAYMENT ESTIMATE NO 2
:ontract No. 021-35 Contractor R. L. Alia Compduy _ Closing Date--- Sheet 5/7/85 -of
t Eat PRIF VIOUS TOTAL THIS ESTIMATE TOTAL TO DATE
„h Deac rip Lon Unit Unit Price C11y Glty Amount Qty. Amount Qty Amount
Schedule 'A' Force Main
Mobilization L.S. 20,000.00 I 64% $ 12,800.00 36% $ 7,200.00 100% $ 20,001OA0
Common Excavation L.S. 2,000.00 1 100%, 2,000-DO 0% 0.00 100% 21000.00
3 Crushed Rock TON 9.25 450 440.9 4,078.33 47.3 437.52 488.2 4.515.85
4 Asphalt Concrete Pavement TON 37.00 900 0 0.00 810.6 29,992.20 810.6 29,992.20
5 Monumert EA. 300.00 3 0 0.00 0 0.00 0 0.00
6 Curb 8 Gutter Restor. LF 8.00 50 0 0.001 19 152.00 19 152.00
7 Sidewalk Restor. SY 10.00 8 0 ),Do 10 .0]000 10 '00.00
8 Temporary Cold Patch SY 3.00 150 345 11035.00 0 0.00 345 1,035.00
9 Bedding Material TON 0.50 650 40 20.00 0 0.00 40 20.00
10 Bank Run Gravel TON 1.00 2000 225 225.00 0 0.00 225 225.00
11 6" Side Sewer LF 20 00 80 51 1,02C.00 0 0.00 51 1,020.00
10" PVC Gravity Sewer LF 14.08 250 247 3,477.76 0 0.00 247 3,477.76
13 4" Trench Drain LF 6.00 85 10 I 60.00 0 0.00 10 60.00
14 12" CMP Culvert LF 12.00 50 30 360.00 0 0.110 30 360.00
15 Type III - 48 Manhole EA 1,000.00 1 1 1,000.00 0 0.00 ] I,000.00
16 Side Sewer Tee's EA 20.00 4 3 60.00 0 O.OU 3 60.00
i7 Trench Drain w/Blocking EA 100.00 5 1 100.00 0 0.00 1 100.00
!8 Conn. to Existing Manholc L.S. 300.00 1 1 300.00 0 0.00 1 300.DO
19 1 Fittings for Force main LBS. 1.50 800 462 693.00 0 0.00 462 693.00
20 8" PVC C900 Force main LF 9.15 L220 2159 19,754.35 0 0.00 2159 19,754.85
21 Force Main Clcan Out EA 900.00 4 4 3,600.CO.- 0 0.00 4 3,600.00
?2 Finish and Cleanup LS 100.00 1 0 0.00 100 100.00 100% 100.00
Change Orders I 0 0.00 0 _ 0.00 ,D 00
Subtotal Schedule "A" I $ 50,583.94 $ 37,981.72 $ 88,565.66
Schedule 'B' Water Main
1 Crushed Surfacing TON 9.25 150 182 $ 1,683.50 0 $ 0.00 182 $ 1.683.50
2 Temporary Cold Patch SY 3.00 75 185 I 255.00 0 0.00 85 255.00
3 4" PVC Trench Drain LF 6.00 60 25 150.00 0 0.00 25 150.00
4 Bedding Material TON 0.50 105 15 7.50 0 0.00 15 7.50
5 Bank Run Gravel TON 1.00 i000 154 I 154.00 0 0.00 154 154.00
6 Trench Drain w/Blocking EA 100.00 3 1 j 100.00 0 0.00 1 100.00
Fittings for Wa•.er Main LBS I"n 1200 747 1,123.50 0 0.00 749 1,123.50
8" D.I. Water Main LF 17.58 1280 1270 22,326-60 0 0.00 1270 22,326.60
9 8" rite Valvue EA 385.00 1 1 385.00 0 0.00 1 385.00
!O Fire Hydrant Assembly EA 900.011 4 4 3,600.00 0 0.00 4 3,600.00
Change Orders 0 0 0 0.00
Subtotal Schedule "B" $ 29,785.10 $ 0.00 $ 29,785.10
(a) TOTAL 80,369.04 37,961. _118.350.76
(b) RETAINAGE: 5% x (a) 4,018.45 1�899.D9 5,917.54
(c) EARNINGS PAYABLE THIS ESTLMA E (z- 76 350.59 36,082_63 112.433.22
(d) SALES TAX 8.1% 6 509.89 3,076.52 9,5'6.41
(e) AMOUNT DUE THIS ESTIMATE (c+d 82 860.48 39,159.15 122,019.63
(f) GRAND TOTAL (a+d) 86,878.93 _41,05R.24 127,937.17
s' �6160
a�
X �
TO` r1MANCE OIAECm PATE: April 16, 1985
EM B
wauL NUMIs ulNLcltiY,
SYMJE(7T: PAOpAtss PATNENT
CONTLACIOp: R.L. Alia COlnpany
C9 kACT NO. 021-85 --_ ESTIPATE No. 1
PAatn. Honey Creek
_ - Phase t--
h 1
EAMNINCS THIS ESTIWR
_. SAL(5 TAi e 8.12 7 80,364 U4 _
S. TOfAt COIrrAALT AMOUNT THIS ESTI WTL B 86,
878249031
PMCVIOUS ,�_—_
A EAMN INLS LT PAIp CONTNA(�Tq 7
S. KAMNI MGS UM COrryAC?OR TH!' L"Iw TE
7 16.350,59
T. RETAIWGE SONIDTAL - EONIrUCT0 PA/IPA
8... ON PEAANI"5 uM'S ES 7 _0_ rs 7 75.35-5
METAINALE aM EAMNINGS TIIS ESTIMATE 4 118 45
9.
10. SALLS TAX wslr rem SUBTOTAL _ Mr.TA,k XA PMCvl 7 4,018.45
I1. SALLS TAX OUL THIS LS 1RA], 7
1' 6,509,89
'(951 A Line 1) SUBTOTAL - Sills TAI
"NETAINAGE: 51 OMAINt 7 6,509.89
rar"` 3 86 87g g
TIMAACr OE P-- NT ACTION:
AccT
IA TO CONTRACTOR (lines 5 an0 11):
cT. / ,i 421 5
Accr. / 000 01�_ 96.33.65.19
ACCT. 1 -- 1 82-860,48 1
ACCT. 1
Arcl I f---�1---
RETAMLO
ACCT. 1 42
ACCT. 1/000/015.596.38.65.19/
ACCT. f 4,018.45 1
ACCT. /
1
ACCT. /
CyCh1F R II{. LAWS Or 1M6 TOTAL TN` 1, f--�_—�I—
OF RENTL7M CER AF1CA 710N �"'�' 8.9 j
YY\r Y.tf r,4,~r riY~nM
YAK �Y.Y AY-M,yj •
17-15
90
h
CITY OF RENTON • DEPARTMENT OF ENGINEERING
• a MUNICIPAL BUILDING, 200 MILL AVE 14OUTet
RENTON, WA pBWgSa 233-2637
PROJE^T bhay q,ek - Phase ' PRJCRESS PAYMENT ESTIMAT! NO
:aartract No. 021 - 85 Contrecto, R.l. At is Comma^., _i
Cbanp Date V_12/85 gl,eet 1 0/�
MR. Deeenpoo^ Ue,t Unit Price Eet PRE VICUS TOTAL TENS ESTIMATE TOTAL TO QAT!
Oty Ot A Oty I Anno,r,t Oty ArrvPung
Schedule 'A' Force Pain
I Nobilttation L.S. 20,OD0.00
2 Common ExCa,,,., 1 0 0 6/1 S 121800.00
S. 2,000.00 1 0 O 1001 2.000.00 J Crushed Rock TON 9.25 450 0
a Asphalt Concrete Pavement 0 .9 a,078.33
10N 37.Op 90D 0 0 5 monuCurb A nt Pas[or. EA 300.00 0 0,00
6 Curb Gutter 3 0 0 0 0.00
LF
7 Si der+it sailor. LF 8.00 50 0 D 0 0.00
10.00 8 0 0
8 7ta l'Y Cold Patch 0 0.00
Sy 3.00 1S0 0 0 Jay 1,035.110 9 Banntnq PafartAl TON � 0.50 650 0
10 Bank Run Gravel 0 t0 20.00
TON
11 6' Side Se,Rr LF 1.00 20SO 0 0 225 225.00
20.00 . Bo 0 0 51 11020.OC
12 10' PVC Gravity Strer LF 14.08 250 0
17 1' Trench Drain 0 217 J,a77.76
LF 6.00 es 0 0 10 11 12° DIP Culvert Li 60.00
15 Type III - 48 Pinhole
50 0 pnhole CA 1,000.00 '70 00.00
1 0 0 1 1,000.00
16 Side Serer Tee'a EA ?0.DO 1
17 Trench Drain r/Blocking EA ICO.DO 5 0 0 I 3 60.00
18 Conn. to Existing Panhole 1.s. ]00.00 0 0 1 100.00
19 Fittings for Force win LBS. I30 BOO 0 0 1 700.00
20 8° PVC C900 Force Pair LF 9.15 2220 0 0 462 693.00
0 0
21 Force
inis Patn Clean out EA 900.00 / Iry"I54 19,751.85
71 rinlsA and Cleanup LS 0 0 I a 31600.00
1�.00
change Dryers 1 0 0 Ot p,OO
Subtotal Schedule 'A' 0 0 0 0.00
3 50,583.94
schedule '8' water Path
I Crushed Surfacing TON 9.25 ISO
0 0 2 Teporary Cold Patch St 3.00 182 S 1.683.50
75 0
3 4 PVC Trench Drain 0 Bs 2ce M
f 6.00 60
+ Banding Material TON 030 105 0 0 1 25 I50.00
5 Bank Run Gravel TON 0 0 I IS 7-50
1.DO 1000 0 0 15e E Trench Drain r/B1 octing LA 3 15d.00
100-00 D n 1 100.00
7 F:ttings for Weer Pal, LBS 1.50 1200 0 0 )19
e 8' 0.1. ask"I 1,12
Pain Li 17.58 1280 0 0 270 H,726.50
.60
9 8" Gate Valve EA 385.00 1 0 0 1
:0 Fire Hydrant Assembly .00
EA 90C.00 a 0 0 a 3.60000.Op
Change 0rMrA
0 0 0 0.00
A,btoUl Schedule 'S`
S 29.)85.10
(a) TOTAL
(b) RETAINAGE: $t x (a) f 8C,369.04
(c) EARNINGS PAYABLE THIS EST. (a ) 4.018.45
(d) SALESTAX 0.11 76.350.59
(0) APDLNR 01E THI. ESTIMATE (c.n 6,509.89
(f) GRAND TOTAL (a . d) 82.560'4e
96,078.93
�T•9
e.
a
LN?!: April 16, 1965
m'. FIN E DIAECTOR
P" PIIa LIL VIAU> DIRLCITIR
LIUECT WrMSS PAYW I
cmTkALToa R.L. Alia Company tSTIMTE No. I _
CMILAC ND 021-85 rKWLEI. Honey Creek - Phase I
—S54isiltle "A, 6 "8"
1. CMrNACTON EAAMIkaS THIS ESTIIIATL s 80.369.Cr4
SAUS TAX a a.11 6,509.89
S. TMAL CIWIRACT AWIT THIS ESTIMTE 1 86,878.93
4. EARNIN PRCVIOUSLT PAID COwERALTIR s -0-
s. •LARNINCS I" CDNTWCTOR nus E imn s 76,350.59
° SURIVIAL . COPINALTOk PAnawrs 1 76,35u.59
T. NETAINACE ON PREVIOUS LARNIIN:S S -0-
a.• IIETAINACE ON EARNINGS MIS ESTIMTE _ 4,018.45
R' SUITDTAL - RETAINAU $ 4,018.45
IU. SALLS TAX PKVIWSLI PAID $ 4-
11. MUS TM DUI. 1HIS LS1INAI1 6,509.39
12. SURT(RAL - SAILS TAX s 6,509.89
•(95t A Ltne 1) OkANp TOTAL
7 86.878.93
••RETAIMCd Si
EIMNCE DEPARTMEMT ACTION:
PAYMENT TO CONTRACTOR (Linn S and 11):
ACCT. a 421/0O0/015.EoA.38.65.19 E 82,860.48 a 1
ACM a
ACCT, k L 1
s
ucT. 1 3 —
ALET 1 1—
AETAIMED AIODPT (Line 6): Y —1—
A.w. 1 4211000/015.596.38.65.19 5 4,018.45 1 1
ACCT. 1 _ S
ACCT. 1 4--
AccT. 1
1 a
s
AccT. 1 s —
a
C4MTIfR ila, uwa OF TRMN TOTAL THIS ESTIVATE f 86,678.93
CITY Oa RMON CERTIF"T*N
ra•,rrn r,.r ArN•r A,rr 7
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�Y Nrwrr�,�rpAy '!
CITY OF RENTON 9 DEPARTMENT OF ENGINEERING
• • MUNWIPAL SI31LOING. 200 MIL_ AVE SOUTH, RENTON, WA. 96055-235-2631
PROJECT K9ney Creek - PhiSeJ PROGRESS PAYMENT ESTIMATE NO _I
:o•v.ct No. 021 - B5 Contractor e.t. Alia Cngmy cwor wq V12,85 6Mal=of_
CVNOUS TOTAL THIS ESTIMATE TOTAL TO DATE
No, Elaaenptra, Umt V ,f Pr,ca Q�Y Q1V An l I Oty Arttpni 01Y Armmprt
ScMovle 'A' Force Main
1 1401 L.S. 20,ODO.00 1 0 0 64t 1 12,800.D0
2 Common Excavation L.S. 2,000.D0 1 0 0 105% 2,000.00
) CmsNd Bock TOR 9.25 450 0 0 W.9 4.078.33
A ASPM7L Concrete Pavement Tor 37.00 we 0 0 0 0.00
5 NoNxent EA 300.00 3 0 0 0 0.00
5 Curb G Gutter Nestor, LF S.D0 50 0 0 0 0.00
7 Sidwalk Nestor. ST 10.00 8 0 0 0 C.DO
8 Temporary Cold Patch SY 3.00 ISO 0 0 345 1.035.00
9 Bedding Material TON 0.SO 650 0 0 /0 20.00
10 Bank Nun Gravel TON 1.DID 2000 0 0 225 225.OD
11 6' Side Sinker LF 20.00 . 80 0 0 S1 1,020.00
12 10' PVC GreH ty Smr LF 1/.08 250 0 0 247 3,4 77.76
11 A' Trench Drain LF 6.00 85 0 0 10 60.D0
IA 12' GIP Culvert LF 12.00 50 0 D 30 360.00
15 Type 111 AB Manhole EA 1.000.00 1 0 0 1 I,Owoo
16 Side Saver Tee's EA 20.00 A 0 U 3 60.DO
U heMh DrNn ./Slucktng EA 100.00 5 0 0 1 100.00
IB Cam. to Eeistiny Manhole L.S. 300.DO 1 0 0 1 300.00
19 Fittings for Force win LBS. I.SO 900 0 0 4e2 693.00
20 8' PVC C900 Force win LF 9 15 2220 0 0 1S9 19,75A.85
2: Force Pain Clean Out EA NO.DO A 0 n a 3,60O.DO
22 Finish and CleanuP 10U.00 1 0 0 ON 0.00
CMnye Orders 0 0 0 O.C.
Subtotal Schedule 'A' i 50,583.941
Schedule '8' hater Min
1 Crushed Surfacing TON 9.IS ISO 0 0 182 1 1.683.%0
2 femoorsry Cold Patch SY 3.00 75 0 0 85 255,00
3 A' PVC Trench Drain LF i 6.00 GO 0 0 25 150.00
A Bedding Material TON 0.50 105 0 0 15 7.50
bank our, Gravel TON I.DO 10DO 0 0 15/ 154.00
6 Trench Drain ./Blocking EA 100.00 3 D 0 1 100.00
7 Fittings for Water Min LBS I.SO 1200 0 0 749 1.123.SO
8 8' D.I. Water Main LF I7.58 1290 0 D i270 22.326.60
9 8' Gate Valve EA 385.00 1 0 0 1 WOO
10 Fire Hydrant Ass"Cly EA 9OC.D0 A 0 0 A 3.600.00
Change Orders 0 0 0 0.00
Subtotal Schedule '/' 1 29.765.10
(a) TOTAL 3 80.369.0/
(b) NETAINAGE: SS x (a) 4.018.45
(c) EARNINGS PAYABLE THIS EST. (a ) 76,35C.59
(d) SALES TAX 8.1% 6.509.89
(e) MOUNT DUE THIS ESTIMATE (c+dl 82,860.0
(f) GRIND TOTAL (a • Ill 86,816.93
uATE: April 16, 1985
To: PINAWE DIRELTOR
FRIN PURLIL MINIMS WILLEM
SUBJECT: PROULLSS VAYWILNr
fONrNAI-IUR. R.L. Alia Company ESTIVATE W. _1_
CLIKINACT µT 021-85 _ vmwLc : Money Creek - Phase I
Schedule "A" 6 "B"
1. CwRAcn* EWNINI:S TII15 LSTimArk. 3 80,369.04
1. SALLS TAA a 9.IT 6,509.89
1. TOTAL LONTIUIC ANOITNT Tills ESTIVATE 1 86,878.93
1. EARNINGS PRCVIOUSLY PAID CWTIUOOR 3 -0-
5. 4AMWS WI CUWTNALnw TIUS ESI'INATF 3 76,350.59
R. SURIGIAL - CONTRACTOR PAYMENTS i 76,35u.59
]. RETAINAGE ON PREVIOUS EARNIM:S 3 -0-
R.--RETAINAGE ON EARNING Tills ESTIVATE 4,U18.45
9. SUBTOTAL - RETAINACE ! 4,018.45
10. SALLS TAX PNl%IWSLY PAID 3 -o-
il. SALLS TAX DW THIS LS1'IMII- 6,509.39
11. SUET'VTAL - SALLS TAA 3 b,b09.89
•(95s A Line 1) C4tAAD TOTAL s 86.878.93 _
••RLTAIM11. S%
FINANCE DEPARTIENT "ON
PAYIEPIT TO CONTRACTOR (Lines 5 And 11);
ACCT. / 421/000/015.596.38.65.19 ! 82,860.48 I 1
ACCT. I
ACC. I
ACCT. I !
ACCT. I
RETAINED AMOIWT (LIM a):
ACCT. I 421/000/015.596,38.65,19 ! 4,018.45 / 1
ACCT. 1
ACCT. I ! 1
ACCT, I ! I_
ACCT. I ! 1
O"RTER 114. LAWS OF INS TOTAL THIS ESTIVATE ! 86,878.93
CITY OF RENTON CIERTIF"TION /
MM, Y,M Y,iYM1 n,,,Y FYw• M
�Ytl Y4��,Y1�A�rY„ w
CITY OF RENTON • DEPARTMENT OF ENGINEERING
• ,� • MUNICIPAL BUILDING. 200 MILL AVE. SOUTH, RENTON, WA. 98055. 235-2631
PROJECT Honey Creek - Phase I PROGRESS PAYMENT ESTIMATE NO. I
:ontroct No. 021 - 85 Contractor R.L. Alia Company Closing Date 4/12/85 _ Sheet_of
Est PREVIOUS TOTAL THIS ESTIMATE TOTAL TO DATE
Daacnpt�on IUmi Unit Pace Qty Qty Arroun; Qty. Amount Qty Amount
Schedule 'A' Force Main
Mobilization L.S. 20,000.00 l u U 64 5 12,800.00 I
r Common Excavation L.S. 2,000.00 1 0 0 100% 2,000.00
3 Crushed Rock TON 9.25 450 0 0 440.9 4,078.33 I
4 Asphalt Concrete Pavement TON 37.00 900 0 0 0 O.UO
5 Monument EA 300.00 3 0 0 0 0.00
6 Curb b Gutter Restor. LF 8.00 50 0 0 0 0.00
7 Sidewalk Restor. SY 10.00 8 0 0 0 0.00
8 Temporary Cold Patch SY 3.00 150 0 0 345 1,035.00
9 Bedding Material TON 0.50 650 0 0 40 20.00
10 Bank Run Gravel TON 1.00 2000 0 0 225 225.00
46 6" Side Sewer LF 20.00 80 0 0 51 1,020.00
10" PVC Gravity Sewer LF 14.08 250 0 0 247 3,477.76
13 4" Trench Drain LF 6.00 85 0 0 10 6U.00
14 12" CMP Culvert LF 12.00 50 0 0 30 360.00
15 Type III - 48 Manhole EA 1,000.00 1 0 0 1 1,000.r3
16 Side Sewer Tee's EA 20.00 4 0 0 3 60.00
17 Trench Drain w/Blocking EA 100.00 5 0 0 1 100.00
18 Conn. to Existing Manhole L.S. 300.00 1 0 0 1 300.00
19 Fittings for Force main LBS. 1.50 800 0 0 462 693.00
20 8" PVC C900 Force main LF 9.15 . 220 0 0 159 19,754.85
21 Force Main Clean Out EA 900.00 4 0 0 4 3,600.00
22 Finish and Cleanup LS 100.00 1 1 0 0 0% 0.00
Change Orders
0 0 0 0.00
Subtotal Schedule "A" I E 50,583.94
Schedule 'B' Water Main
i Crushed Surfacing TON 9.25 150 0 0 182 $ 1,683.50
2 Temporary Cold Patch SY 3.00 75 0 0 85 I 255.00
3 4" PVC Trench Drain LF 6.00 60 0 0 25 150.00
4 Bedding Material TON 0.50 105 0 0 15 7.50
5 Bank Run Gravel TON 1.00 1000 0 0 154 154.00
6 Trench Drain w/Blocking EA 100.00 3 0 0 1 100.00
• Fittings for Water Main LOS I 1.50 1200 0 0 749 1,123.50
8 8" D.I. Water Main LF 17.58 1280 0 0 1270 22,326.60
9 8" Gate Valve EA 385.00 1 0 0 1 385.00
tO Fire Hydrant Assembly EA 900.00 4 0 0 4 3.600.00
Change Orders 0 0 0 0.00
Subtotal Schedule "B" E 29.785.10
(a) TOTAL S 80,369."
(b) RETAINAGE: 57 x (a) 4,018.45
(c) EARNINGS PAYABLE THIS EST. (a ) 76,350.59
(d) SALES TAX 8.1" 6.509.89
(e) AMOUNT DUE THIS ESTIMATE (c+d) 82.860.48
(f) GRAND TOTAL (a + d) 86,879.93
it
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