HomeMy WebLinkAboutWWP2701431(15) Pay Estimates Sch. A & B r IS-296
BEGINNING
FILE TITLE MICROFILMED
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MEMORANDUM
TO Bob Bergstrom DATE 8/28/85 Te#�ij
FROM Gloria Minnick
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SUBJECT R. L. AILA CO. report to St. of WA, Revenue Dept.
As of this date I still have not received the report
that was to be made out by your department for the
R.L. Aila Co. , CAG 021-85 to the Dept. of Revenue,
Excise Tax Division, Audit Procedures 6 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
Scolch 7664"Posl 11"Rouling Reeuem Pad
ROUTICG - REQUEST
Please
❑ READ To Z6
❑ HANDLE C, e 1 nh"A- �
❑ APPROVE
and
❑ FORWARD �, 1hh� �'� -y-1 ✓ e 1T-
❑ RETURN t'.F A 5 �.� �� �.e-e k�i-
❑ KEEP OR DISCARD �bwlP IAoe-e- M
❑ REVIEW WITH ME -,!a lT `
`Dale_ _ from _
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For Use By City Clerk's Office Only
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AGENDA ITEM A. I
RENTOA CITY COUNCIL MEETING
..aau..ssvaovay.s so..... .......a u.•vosivso...e.avauwoau.saaora
SUBMITTING
Dept./Div./Bd./Comm. Publ is Noe ks - �naineerir,,l For Agenda Of h"l'r 7"
Staff Contact I,11[,_l, ristr(kill
me Agenda Status: Meeting Date
SUBJECT: CAG 021-85 Honey creek Sewer Phase Consent _
1 :•alednle AID, R.L. Alia Construction Co. Public Hearing
Correspondence
Parr�ent !. Acceptance
Ordinance/Resolution
Old Business
Exhibits: (Legal Oescr. , Maps, Et:. )Attach New Business
Study Session
A. ., .� firul p}y , ' � ,- tf Other
1
C. Approval :
Legal Dept. Yes_ No__ N/A
COUNCIL ACTION RECOMMENDED: Approval of Finance Dept. Yes_ No_ N/A
final (lay estimate, request final accep- Other Clear.nce s
j., • of prn,jert r< begin 30 day lien Period.
FISCAL IMPACT:
Expenditure Required $ Amount Appropriation-
Budgeted $ Transfer Required $ 1
SL'IMARY (Background information, prior action and effect of implementation)
(Attach additional pages if necessary. )
The Honey (.ice:; Phase i, Schedule A6d project began on April 6, I9d5, accepted and compleLed
July 1, 1965 by R.L. Alia Construction Co. ,inc. The dmount uue the contractor is ;lli . il
for the final progress payment. It is recommenced that the City Council accepL cvMpletinn
of Lhe tonLract as of July 11, 1935. If after JO days no loins or clairis are vutstandino {
and proof, of payment and tax and insurance liauilities have ueen received, it is recoA1mQN6- I
ed that the retained amount of $6,05S.48 be paid to the contract.
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1
PARTIES OF RECORD/INTERESTED CITIZENS TO BE CONTACTED: M
THIS COPY FOR YOUR FILES.
DATE: July 1 , 1985
TO: FINANCE DIRECTOR
FROM: PUBLIC WORKS DIRECTOR
SUBJECT: PRO;RESS PAYMENT
CONTRACTOR: R.L. A1ia Company ESTIMATE NO. 4
CONTRACT NO. 021-85 PROJECT: Hone! "reek Phase I
Schedule A & B
1. C(;NTRtCTOF EARNINGS 1111S ESTIMATE $ 658.75
2, SALES TAX @ 8.1% 53.36
3 TOTAL CONTRACT AMOUNT THIS ESTIMATE $ 712.11
4. FARNING6 PREVIOUSLA PAID CONTRACTOR $ 114,428.22
A
5. *IARNINGS DUE CONTRACTOR THIS ESTIMATE: $ 625.81
6. SUBTOTAL - CONTRACTOR PAYMENTS $ 115,054.03
7. RETAINAGE ON PREVIOUS EARNINGS $ 6,022.54
i B. ** RETAINAGE ON EARNINGS THIS ESTIMATE _ 32.94
9. SUBTOTAL - RETI"INAGE $ 6,05c.48
10. SALES TAX PREVIOUSLY PAID $ 9,756.51
11. SALES TAX DUE THIS ESTIMATE 53.36
12. SUBTOTAL - SALES TAX $ 9,809.87 _
*(95% x Line 1) GRAND TOTAL $ 130,919.38
**RETAINAGF: 51,
FINANCE DEPARTMENT ACTION:
PAYMENT TO CONTRACTOR (lines 5 and 11) :
ACCT. N 421/000/15.596.38.65.19 $ 679.17 N 4
ACCT. N $ N
ACCT. A $ y
ACCT. N $ N
ACCT. N $ N~
RETAINED AMOUNT (Line 8):
ACCT. N 421/000/15.595.38.65.19 $ 32.94 N 4
ACCT, A $ N�
ACCT. A $ N^
ACCT. A $ A
ACCT. N $ A
CHARTER IIS, LAWS OF 1965 TOTAL THIS ESTIMATE $ 712.11
CITY OF RENTON CERTIFICATION
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CITY OF ^TON Is
DEPARTMEA OF ENGINEERING
a • MUNICIPAL BUILDING, 20J MILL AVE. SOUTH. RENTON. WA. 98055. 235-2631
PROJECT�I���^y %r'Pek - phase I _ PROGRESS PAYMENT ESTIMATE NO. 4
contract No. 021-R5 Contr&Ctor R. L. Alia Company
--- Cloang Dete 7/1/RS gheet?of 1
it . Est. PREVIOUS TOTAL THIS ESTIMATE TpTAI TO DATE NO Description Vnit Unit Pr;ce
Qty. Qty. Amour'Schedule
Amount Qty. Amount
Schedule 'A' Force Main
I Mobilization LS $ 20,000.00 1 um% $ 20,000.00 n% $ 6.00 100% $ 20.000.00
2 Common Excavation LS 2,000.00 1 100% 2,000.00 0 0.00 1002 2,000.00
3 Crushed Rock TON 9.25 450 488.2 4,515.95 14.2 131.35 S02.4 4,647.20
4 Asphalt Concrete Pavement TON 37.00 900 810.6 29,992.20 0 0.00 810.6 29,992.20
5 Monument EA 300.00 3 7 2,1 no.00 0 0.Ou 7 2,100.00
6 Curb 6 Gutter Restor. LF B.DO 50 19 152.00 0 0.00 19 152.00
7 Sidewalk Restor, Sy 10.00 8 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 20.00 54.e 27.40 9.4.9 47.40
IO 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 1,020.00 c 0.00 51 11020.00
12 10" PVC Gravity Sewer LF 14.0 250 247 3,477.76 0 0.00 247 31477.76
13 4" Trench Drain LF 6. 85 10 60.00 0 0.00 to 60.V
14 12" CMP Culvert LF 12. 5o 3o 360.00 0 0.00 30 360.00
15 Type III - 48 Manhole EA I,000. I 1 1,000.00 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. 5 1 100.00 0 0.00 1 100.00
18 Conn. To Existing Manhole LS 300. 1 1 300.00 0 0.00 1 300.00
19 Fittings for Force Main LBS. 1.5 800 462 693.00 0 o.00 462 693.00
20 8" PVC C900 Force Main LF 9.1 2220 2159 19,754.85 0 0.00 2159 19.754,85
21 Force Main Clean Out EA 900. 4 4 3,mlo.0o 0 0.00 4 3,600.00
22 Finish and Cleanup LS IDO.00 1 100% 100.00 0 0.0o t00% 100.00
Change Orders F1 0 0.00 100% 500.00 IOu% $00.00
Sub-Total Schedule A $ 90,665.66 S 658.75 $ 91,324.41
Schedule '8' Water Main
1 Crushed Surfacing TON 9.25 150 iR2 1,693.50 0 0.00 1R2 1,6R3.50
2 Temporary Cold Patch Sy 3.00 75 AS 255.00 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 B-odinq Material TON 0.50 lon 15 7.5( 0 0.00 15 7.50
5 Bank Run Gravel TON 1.00 1000 154 154. 0 0.00 154 154.00
6 French Drain w/Blocking EA 1DO.00 3 1 100.0( 0 0.00 1 100.00
7 Fittings for Water Main LOS 1.50 1200 747 10123.50 0 0.00 749 1,121.50
8 8" D.I. Water Main LF 17.58 1280 1270 22,326.60 0 0.00 1270 22,326.60
9 B" Gate Valve EA 385.00 1 1 3115.00 0 0.00 1 395.00
10 Fire Hydrant Assembly EA 900.00 4 4 3,600.00 0 0.00 4 3,600.01)
Change Orders 0 0.00 0 0.00 0.00
Sub-Total Schedule 8 $ 29,785.10 R 0.0 $ 29,7R5.10
GRAND TOTAL <120,450.76 9 G58.75 51213109.51
(a) Subtotal Schedules "A" 6 "B" 120,450.76 658.75 121,309,51
(b) Retainage: 5% x (a) I 6,022.54 32.94 6,055.48
(c) Earnings Payable This Estimate (a) - (b)I 114,428.22 625.8 1 115,054D3
(d) Sales Tar. 8.1E 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
8
(f) Grand Tote] (a) + (d) 130,207.27 712.11 130,919.3
7
I �
s ' CITY OF RENTON DEPARTMENT OF ENGINEERING
+ • MUNICIPAL BUILDING, 200 MILL AVE. SOUTH, RENTON, WA 98055. 23S-2631
PROJECT Ilrmev Creek - Phase I PROGRESS PAYMENT ESTIMATE NO. 4 Jo-"`
:ontract No.. 021-85 C ontractor R. L. Ali, Company
Closing pate 7/1/85 Sheet 1 of I
)tell Eat. PREVIOUS TOTAL THIS ESTIMATE TOTAL TO DATE
No Description Unit Unit Price
Q tY Qty. Amount Qty.F Amount Qty Amount
• Schedule 'A' Force Main
1 Mobilization LS $ 20,000.00 1 100% $ 20,000.00 OS $ 0.00 100% $ 20,n00.00
2 Common Excavation LS 2,000.00 1 100X 2,G,(0.00 0 0.00 100% 2,000.00
3 Crushed Rock TON 9.25 450 488.2 4,°15.85 14.2 131.35 502.4 li,647,20
4 Asphalt Concrete Pavement TON 37.00 900 810.6 29,992.20 0 0.00 810.6 29,992.20
5 Monument EA 300.00 3 7 2,10r.00 0 0.00 7 2,100.00
6 Curb & Gutter Rester. LF 8.00 50. 19 15.!.00 0 0.00 19 152.00
7 Sidewalk Rester. SY 10.00 8 10 100.00 0 O.OJ 10 100.00
8 Temporary Cold Patch SY 3.00 150 345 1,035.00 0 0.00 345 11035.00
9 Beading Material TON 0.50 650 40 20.00 54.e 27.40 94.8 47.40
46 Bank Run Gravel TON 1.00 2900 225 225.00 0 0.00 225 225.00
6" Side Sewer LF 20.0( 80 51 1,020.00 0 0.00 51 1,020.00
12 10" PVC Cravity Sewer LF 14.OE 250 247 3,477.76 0 0.00 247 30477.76
13 4" Trench Drain LF 6.01 85 10 60.00 G 0.00 10 60.00
14 12" CMP Culvert LF 12.0 So 30 360.00 0 0.00 30 360.00
15 Type III - 48 Manhole EA 1,000.0 1 I 1 1,000.00 0 0.00 1 1,000.00
16 '.1de ;-ver ' EA ^n.0 4 I!I 3 60.00 0 0.00 3 60.00
+' Trencn Dr'.in w," locninq EA IOU. 5 1 100.00 0 0.00 1 100.00
18 Conn. To Existing Manhole LS 300. 1 300 00 0 0.00 1 300.00
19 Fittings for Force Main LBS. 1.5 800 462 693.00 0 0.00 462 693.00
20 8" PVC C900 Force Main LF 9.1 2720 2159 19,75,4.85 0 0.00 2159 19,754(85
21 Force Main Clean Tut EA 900. 4 4 I 3,600.00 0 0.00 4 3,600.00
?.2 Finish and Clearup LS ++ 100.0 1 100% 100.00 0 0.00 100% 100.00
Change Orders ;,1 i { 0 0.0o' l0oz 500,00 100X SnO.GC
' Cub-T-t I Schedule A I I $ 90, i65.66 $ 658.75 $ 91,324.41
Schedule 'B' Water Miin 1
1 Crushed Surfacing TON 9.25 150 1182 1,683.5 0 0.00 182 1,683.50
2 Temporary Cold Patch SY 3.00 75 I 85 255.0 0 0.00 85 255.00
3 4" PVC Trench Drai, LF 6.00 60 25 150. 0 0.00 25 150.00
4 Bedding Material TON u.501 105 15 7.5 0 o.uo 15 7.50
5 Bank Run Gravel TON 1.00 1000 154 154.0 0 0.00 154 154.00
6 Trench Drain w/Blocking EA 100.00 3 1 100.0 0 0.00 1 100.00
40 Fittings for Water Main LBS 1.50 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" Gate Valve EA 385.00 1 1 385.00 0 0.00 1 385.00
10 Fire Hydrant Assembly EA 900.00 4 4 3,600.00 0 0.00 4 3,600.00
Change Orders o 0.00 0 0.00 0.00
Sub-Total Schedule 8 $ 29,785.10 $ 0.00 $ 29,785.10
GRAND TOTAL $120,450.76 $ 658.75 $121,109.51
Subtotal Schedules "A" & "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) 114,428.22 625.8.1 115,054.03
(d) Sales Tax 8.1% x (a) 9,756.51 53.36 9,809.87
(e)kAmount Due lhis Estimate (c) + (d) 124,184.73 679.17 124,863.9
(f) trand Total (a) + (d) 130,207.27 712.11 1307919.38
Ctl6
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FL 325
8e�. 10/14/70 Contract No. C.A G. 021-85
I NOTICE OF COMPLETION OF PUBLIC WORKS CONTRACT
To: State of Washington Date: August 29, 1985
Excise Tax Division
Audit Section
Tax Commission
Olympia, WA 98504 Do Not Use
From: City of Renton Assigned to:
Finance Department
200 Mill Avenue South Date Assigned:
Renton, WA 98055
P.W.G. Number:
Date:
Gentlemen:
Notice is hereby given relative to the completion of contract or f �ject
described below:
Description of Contract Honey Creek Sanitary Sewer Phase I, Schedule AaB
Contractor's Name R.L. Alia Construction, Inc.
Contractor's Address 9215 Empire Way S. , Seattle,WA. 98118 Phone %: 722-4900
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, Feck, Inc.
Agent's Address 1799 First Interstate Center
Seattle, Washington 98104
Contract Amount (w/Sales Tzx): $138,96.3.68 Amount Disbursed $124,863.90
Additions - $3,046.30 Amount Retained : $6,055.48
Sales Tax $9,809.87 Total $130,919.38
Total (w/Sales Tax) $130,919.38
By�' 6 �ice'—rl--rinan�yi—r-ector
Disb sing O
THREE COPIES OF THIS NOTICE MUST BE COMPLETED BY THE DISBURSING OFFICER
AND MAILED TO THE DEPARTMENT OF REVENUE AT OLYMPIA, WASHINGTON IMMEDIATELY
AFTER ACCEPTANCE OF THE WORK DONE UNDER THIS CONTRACT. NO PAYMENTS SHALL
BE MADE FROM RETAINED FUND 'UNTIL RECEIPT OF DEPARTMENT'S CERTIFICATE, AND
THEN ONLY IN ACCORDANCE WITH SAID CERTIFICATE.
cc: Department of Labor and Industries
UATE: June 12, 1985
TO, FINANCE DIRECTOR
FPDt9: PUBLIC WORKS DIRECTOR
SUBJECT: PROGRESS PAYMENT
CON'I'ItACTOR: R.L. Alia Company ESTIMATE NO. 3
CONTRACT NO. 021-85 PROJECT: honey Creek Phase I _
Schedule A 6 B
1. CONTRACTOR EARNINGS 1111S ESTIMATE S 2,100.00
2. SALES TAX 9 8,1% 170.10
3. TOTAL CONIRACT AMOUNT 'I111S ESTIMATE $ 2,270,10
4. EARNINGS PREVIOUSLY PAID CONTRACTOR $112,433.22
S. *EARNINGS DUE CONTRACTOR TIIIS ESTIMATE $ 1 ,995.00
6. SUBTOTAL - CONTRACTOR PAYMENTS = 114,426.22 _
7. RETAINAGF. ON PREVIOUS EARNINGS s 5,917.54
8. ** RETAINAGT: ON EARNINGS THIS ESTIMATE _ 105,U0
9. SUBTOTAL - RETAINAGE s 6,022.54
10. SALES TAX VREVIOUSLY PAID f 9,586.41
11 . SALES TAX DUE TIIIS ESTIW,I'E 170.10
12. SUBTOTAL - SALES TAX S. 9,756.51 _
*(95% x Line 1) GRAND TOTAL $ 130,207.27
6
**RFTAINAC,E: 5%
FINANCE DEPARTMENT ACTION:
PAYMENT TO CONTRACTOR (Lines 5 and 11):
ACC'. 0 421/000/015.596.38.65.19 f 2,165.10
ACCT. N _ f A~
ACCT, f $
ACCT, t
ACCT, / f
RETAINED AMOUNT (Line 8):
ACC'. A 421/000/015.556.38.65.19 f 105.00 A
ACCT. A f �_
ACCT. / f �A
ACCT. N
ACCT. f f l�
TOTAL TNIS ESTIMAT f 2,270.10
CMr\IiTEII 11A, LAWS OF 1B86 _—
CITY OF RENTON CERTIFICATION
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CITY OF ONTON • DEPARTMEIF OF ENGINEERING
e • MUNICIPAL BUILDING, 200 MILL AVE. SOUTH, RENTON. '.VA. 98055. 235-2631
PROJECT`Honey,Creek - Phase 1 _ PROGRESS PAYMENT ESTIMATE NO 3
�ontraet No._ U21-85 Contractor R.L. Alia Company Cloamg Date 6/12/85_ Sheetl of I
II Est PREVIOUS YOTAL THIS ESTIMATE TOTAL TO DATE
No O"criplion Unit Unit Price
Qty. Qty Amount Qty Amount Qly Amount
Schedule 'A' Force Main
I Mobilization LS S 20,000.00 1 100% E 20,000.00 0% E 0.00 100% E 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. 4,515.85 0 0.00 488.2 4,515.85
4 Asphalt Concrete Payment TON 37.00 900 810A 29,992.20 0 0.00 810.6 ;'a,992.20
5 Monument EA 300.00 3 0 0.00 7 2,100.00 7 2,100.D0
6 Curb 8 Gutter Restor. LF 8.00 50 . 19 152.00 0 0.00 19 152.00
7 Sidewalk Restor. SY 10.00 8 10 100.00 0 U.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 20.D0 0 0.00 40 20.00
10 Bank Run Gravel TON 1.00 2000 Z25 225.00 0 0.00 225 225.00
11 6" Side Sewer LF 20.00 BO 51 1,020.00 0 0.00 5) 1,020.00
13 10" PVC „ravity 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 60.00 0 0.00 10 b0.00
14 12" CMP Culvert LF 12.00 50 30 360.00 0 0.00 30 360.00
15 Type III - 48 Manhole EA 11000.00 1 1 1,O00.00 0 0.00 1 1,0()0.00
16 Side Sewer Tee's EA 20.0 4 3 6U.00 0 0.00 3 50.00
17 Trench Drain w/Blocking EA 1COA 5 1 100.00 0 0.00 1 100.00
18 Conn. To Existing Manhole f.S 300.0 1 1 300.00 0 0.001 1 300.00
19 Fittings for Force Main LBS. 1.5 800 462 693.0 0 0.00 426 693.00
20 8" PVC C900 Force Main I LF 9.1 2220 2159 19,754.8. 0 0.0 21511 19,754.95
21 Force Main Clean Out EA got).0( 4 4 i.60u.0 0 0.00 4 3,600.00
22 Finish and Cleanup LS 100.0 I 100% 100.00 0 0.00 100% 100,
00
Change Orders 0
_ 0.00 0 0.00 0.0
Sub-Total Schedule A I $ 88,565.6
Schedule 'B' Water Main
1 Crushed Surfacing TON 9.25 150 182 1,683.5 0 0. 192 1,683.5
2 Temporary Cold Patch SY 3.00 75 85 255.0 0 0.0 85 1 255.
3 4" PVC Trench Drain LF 6.00 60 25 150.0 0 0.0 25 150.0
4 Bedding Material TON 0.50 105 15 7.5f 0 0.0 15 7.5
5 Bank Run Gravel TON 1.00 1000 154 154.0 0 0. 154 154.0
6 Trench Drain w/Blocking EA 100.00 3 1 laoa 0 0.0 1 100.0(
7 Fittings for Water Main LBS 1.50 )200 749 1,123.5 0 O.M 749 1,123.5
8 8" D.I. Water Main LF 17.58 1280 1270 22,326.6 0 0.0( IZ70 22,326.E.
9 8" Gate Valve EA 385.00 1 1 385.0 0 0.Of 1 385.01
10 Fire Nydrant Assembly EA 900.00 4 4 3,600.0 0 O.0 4 3,600.0
Change Orders 0 0.0 0
Sub-Total Schedule 0 E 29.785.1
S 0-.0B 29,785.1
(a) Sub-Total Schedules "A" d "B EIIU,35O.76 E 2,100.0 $120,450.7
(b) Retainage: 5% r (1) 5,917.54 105.01 6,022"5'
(c) Earnings Payable This Estima a (a) - (b) 112,433.22 1,995.(M 114,428.2,1
(d) Sales Tax 8.1% 9,586.41 170.11 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 2,27L 130,207,211111
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CITY OF RENTON • DEPARTMENT OF ENGINEERING
MUNICIPAL BUILDING, 200 MILL AVE. SOUTH, RENTON. WA 98055•
NTd � 235-2631
PRCJECT H( rjy- reek - Phase I _ PROGRESS PAYMENT ESTIMATE NC.-.;_
::ontract No. 02i-i;5 Contractor R.L. Alfa Company_ Closing Date 6/12/85.__ Sheetl of
Ito" Est. PRE VIOUS TOTAL THIS ES11MATE TOTAL TO DATE
No Description Unit Unit Price
Q tY. QI Amount Qty Amount Cty, Amount
. Schedule 'A' Force Main
) Mobilization LS $ 20,000.00 1 1001 $ 20,000.00 0% $ 0.00 100% $ 20,000.00
Z Common Excavation LS 2,000.00 1 100% 2,000.00 0 0.00 100% 21000.00
3 Crushed Rock TON 9.25 450 4%. 4,515.85 0 0.00 488.2 4,515.85
4 Asphalt Concrete Pavement TON 37.00 goo 810A 29,992.20 0 0.00 910.6 29,992.20
5 Monument EA 300.00 3 0 0.00 7 2,100.00 7 2,100.00
6 Curb 8 Gutter Restor. LF 8.00 50 19 152.00 0 0.00 19 152.00
7 Sidewalk Restor, Sy 10.00 8 10 I00.00 0 U.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 I 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
e 6" Side Sewer LF 20.00 80 51 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 60.00 0 0.00 10 60.00
14 12" CMP Culver LF 32.00 50 30 360.00 0 0.00 30 360.00
15 Type III - 48 Manhole EA 1,000.00 1 1 1,ODO.00 0 0.00 1
1,000.00
16 Side Sewer Tee's EA 2O.00 4 3 60.00 0 0.DO 3
OC
17 Trench Drain w/Blocking EA 100.0 1 100.00 0
5 0.00 1 1000.0.0000
18 Conn. To Existing Manhole LS 300.0 1 1 300.00 0 0.00 1
19 Fittings for Force Main LBS. 1.5 800 3D0.00
462 693.00 0 0.00 426 693.00
8" PVC C900 Force Main LF 9.1 2220 2159 19,754.8 0 0.00 2159
21 Force Main Clean Out 1 , .
EA 9D0.0 4 q 3,6011.0 0 0.00 4 3,600600.0000 22 F ,ish and Cleanup LS IOO.00 I loot 100.0D 0 ().DO 100%
100.00
Change Orders 0 _ O.D 0 0.00
Sub-Total Schedule A $ 88 565.6 0.00
$ 2,100.00 t1U,b65:b
Schedule 'B' Water Main
1 Crushed Surfacing TON 9.25 150 182 1,683.5 0 0.00 182 1,683.5
2 Temporary Cold Patch Sy 3.00 75 85 255.0 0 0.0 85 255.0
3 4" PVC Trench Drain LF 6.00 60 25 150.0 0 0.0 25 150.0
4 Bedding Material TON 0.50 105 15 7.5 0 O.0 15 7"5
5 Bank Run Gravel TON 1.00 1000 154 154.0 0 0.0 154 154.0
6 Trench Drain w/Blocking EA 100,00 3 1 loo.OI 0 0.0 1 100.0
S Fittings for Water Main LBS 1.50 1200 749 1,123.5 0
8 8" 0. 1. Water Main LF 17,58 1280 1270 0.0 749 1,123.5
22,326.E 0 0.0, 1270 22,326.E
9 8" Gate Valve EA 385.00 1 1 385.0 0 0.0
10 Fire Hydrant Assembly 1 385.01
Y Y EA 90G.00 4 4 3,600.0 0 D,ll 4 3,600.0
Change Orders 0 0.0 0 0.01 0.0
---
Sub-Total Schedule B
$ 29,785.1 $ 0.00 $ 29,785.1
(a) Sub-Total Schedules "A" & "B $118,350.76 $ 2,100"0 $120,450.7
(b) Retainage: 5% x (a) 5,917.54 105.01 6,022.5,
(c) Earnings Payable This Estima a (a) - (b) 112,433"22 1,995.01 114,428.1"
(d) Sales Tax 9.1% 9,586.41 170.1 9,756.5
• (e) Amount Due This Estimate (c) + (d) 122,019.63 2,165.11 124,184.
(f) GRAND TOTAL (a) + (d) I 127,937.17 2,270.11 130,207.2
Kil IDS
i i
• DO: 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
Srhpd 1p A & B
1 , CONTRACTOR EARNINGS THIS ESTIMATE S 2,100.00
2. SALES TAX 8 8, 1% 0) 168.84
3, TOTAL CONTRACT AMOUNT THIS ESTIMATE S 2,268.84
4. EARNINGS PREVIOUSLY PAID CONTRACTOR $ 11 _433. 2 ,
S. *EARNINGS DUE CONTRACTOR THIS ESTIMATE $ 1,995.00
6, SUBTOTAL - CONTRACTOR PAYMENTS $ 114,428.22
7. RETAINAGE ON PREVIOUS EEARNINGS $ 5,917.54
8. ** RETAINAGE ON EARNINGS THIS ESTIMATE 105.00
9. SUBTOTAL - RETAINAGE $_6,022._54
10, SALES TAX PREVIOUSLY PAID S 9,515.40
11. SALES TAX DUE THIS ESTIMATE 168.84
12. SUBTOTAL - SALES TAX $ 9,684.24
*(95% x Line 1) GRAND TOTAL $ 130-1.35.00
**RETAINAGE: 5%
FINANCE DEPARTMENT ACTION:
PAYMENT TO CONTRACTOR (Lines 5 and 11) :
ACCT. / 4211000/015.596.38.65.19 $ 2,163.84
ACCT, t $ 1
ACCT. t $
ACCT. t _ E Y
ACCT, t
RETAINED AMOUNT (Line 8) :
ACCT, t _ 4211000/015.596.38.65.19 _ f 105.00
ACCT, t - s
ACCT. t S Y
ACCT. f _ f
ACCT. t $ M
CHARTER I K LAWS OF 1066 TOTAL THIS ESTIMATE $ 2,268.84
CITY OF RENTON CERTIFICATION
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(1) Washington State Sales Tax is app ied on the following ap,, tionment basis:
20% Project within King County @ 7.8% Rate
80% Project within City of Renton @ 8.1% Rate
Effective wrighted Tax Rate = 8.04%
DATE: May 7, 1985
TO: FINANCE DIRECTOR
FROM: PUBLIC WORKS DIRECTOR
SUBJECT: PROGRESS PAYMENT
CONTRACTOR: R.L. Alia Company ESTIMATE NO. 2
CONTRACT NO. 021-85 PROJECT: Honey Creek - Phase I
Schedule "A" & "8"
1. CONTRACTOR EARNINGS 1111S ESTIMATE S 37,281 .72
2. SALES TAX @ 8,1% 3,016.52
3. TOT'AL CONTRACT AMOUNT TIIIS ESTIMATE $ 41 ,058.24
4. EARNINGS PREVIOUSLY PAID CONTRACTOR is 76,350.59
S. *EARNINGS DUE CONTRACTOR THIS ESTIMATE $ 36,082.63
6. SUBTOTAL - CONTRACTOR PAYMENTS S 112,433,22
7. RETAINAGE ON PREVIOUS EARNINGS $ 4,018.45
8. ** RETAINAGE ON EARNINGS THIS ESTIMATE 1 ,899.09
9. SUBTOT'AL - RET'AINAGE $ 5,917.54 _
10, SALES 'PAX PREVIOUSLY PAID $ 6,509.89
11. SALES TAX DUE THIS ESTIMATE 3,076.52
12. SUBTOTAL - SALES TAX Z 9,586.41
*(95% x Line 1) GRAND TOTAL $ 127,937.17
**RETAINAGE: 5%
FINANCE DEPARTMENT ACTION:
PAYMENT TO CONTRACTOR (Lines 5 and 11) :
ACCT. 0 421/000/15.596.38.65.19 S 39,159.15 N 2
ACCT. N S t�
ACCT. N $
ACCT. N $ N`
ACCT. N S /
RETAINED AMOUNT (Line 8):
ACCT. N 421/000/15.596.38.65,19 $ 1 ,899.09 N 2
ACCT. N S N�
ACCT. A S N'
ACCT. N $ Ny
ACCT. N $ N
CHARTER 118. LAWS OF 1965 TOTAL THIS ESTIMATE $ 41 ,058.24
CITY OF RENTON CERTIFICATION
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� �' CiTY OF R�ITON • DEPARTRIEN� OF ENGINEERING
� • MUNICIPAL 9UIL ING, 200 MILL AV E. SOVTM, REN N, WA. 9HO55. 235-2631
PROJECT_ Honey Creek - Phase 1 PROGRESS PAYMENT ESTIMATE NO.
:ontract No. 021-85 Contractor R. L. Alia Company Clnsmg Date 5/7/85 _ Shest of 1
t Est. PREVIOUS TOTAL TttIS ESTIMATE TOTA. TO DATE
D.,b vocrlotion Unrt Unit P,ce - -
QtY. Qty. Amount Qty. Amount Qty, Amount
Schedule 'A' Force Main
I Mobilization L.S. 20.000.00 1 64% E 12,800.00 36% E 7,200.00 100% E 20,G00.00
2 Common Excavation L.S. 2,000.00 1 100% 21006.00 0% 0.00 100% 2,000.00
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 Monument EA. 300.00 3 0 0,00 0 0.00 0 0.00
6 Curb 6 Gutter Restor. LF 8.00 50 0 0.00 19 152.00 19 152.00
7 Sidewalk Restor. SY 10.00 8 0 0.00 10 100.00 10 100.00
8 Temporary Cold Path SY 3.00 150 345 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 Gravel TON 1.00 2000 225 225.00 0 0.00 225 225.00
11 6" Side Sewer LF 20.00 80 51 1,020.00 0 0.00 51 1.020.00
12 10" PVC Gravity Sewer LF I4.08 250 247 3,477.76 0 0.00 247 3,477.76
13 4" Trench Drain LF 6.00 85 10 60.00 0 0.00 10 60.00
14 12" GIP Culvert LF 12.00 50 30 360.00 0 0.00 30 360.00
15 Type 111 - 48 Manhole EA 1,000.00 1 1 11000,00 0 0.09 1 1.000.00
16 Side Sewer Tee's EA 20.00 4 3 60.00 0 0.00 3 60.00
17 Trench Drain W/Blocking EA 100.00 5 1 100.00 0 0.00 1 100.00
18 Conn. to Existing Manhole L.S. $U6.ou 1 1 300.00 0 0,00 1 300.00
19 Fittings for Force main LBS. 1.50 800 462 693.00 0 0.00 462 693 00
20 8" KC C900 Force main LF 9.15 2220 2159 19,754.85 0 0.00 2159 19,758.05
21 Force Main Clean Out EA 900.00 4 4 3,600.00 0 0.00 4 3.600.00
22 Finish and Cleanup LS 100.00 1 0 0.00 100% 100.03 100% 100.00
Change Orders 0 0.00 0 _ 0.00 , 0.00
Subtotal Schedule "A" E 50,583.94 E 37,981.72 E 88,565.66
Schedule '8' 'Water Main
1 Crushed Surfacing TON I 9.25 150 182 E 1,683.50 0 E 0.00 182 E 1.683.50
2 Temporary C_ld Patch SY 3.00 75 85 255.00 D 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 /.50 0 0.00 15 7,50
5 Bank Run Gravel TON 1.00 1000 154 154.00 0 0.00 154 154.00
6 Trench Drain w/Blocking EA 100.00 3 1 100.00 0 0.00 1 100.00
7 Fittings for Water Main LBS 1.50 1200 747 1,123.50 0 0.00 749 1,123.50
8 8" 0.1. Water Main LF 17.58 1280 1270 22,326.60 0 0.00 1270 22,326.60
9 B" Ga4e Valvue EA 385.00 1 1 M5.00 0 0.00 1 385.00
10 Fire Hydrant Assembly EA 900.00 4 4 3,600.00 0 0.00 4 3,600.00
Change Orders 0 0 0 0.00
Subtotal Schedule "B" E 29,785.10 E 0.00 E 29.785.10
(a) TOTAL _ BO,369.04 _ 37,981.7_2 118,350.76
(b) RETAINAGr: 5" x (a) 4,018.45 1 8i 99._09 _ 5,917.51
(c) EARNAGS PAYABLE THIS ESTItv1 E (a= 76.350.59 36 082,63 112,433.22
(d) SALES TAX 8.1% 6i509_89 _3i076.52 _ 9 5�86.41
(e) AMOUNT DUE THIS ESTIMATE (c#d 82,860.48 39.159.15 _122.,019i63
(f) GRAND TOTAL (a+d) -86 878.93 41,058.24 127,937.17
s
CITY OF RENTON •
DEPARTMENT OF ENGINEERING
• MUNICIPAL BUILDING, 200 MILL AVE. SOUTH, RENTON. WA. 98055. 235-2631
PROJECT Honey Creek - Phase I P�')GRESS PAYMENT ESTIMATE NO. 2
:ontract No. 021-85 Contractor R. L. Alia Compo,.y 5/7/85
Closing Date _ Sheet-Lot t
t
err
.,yo Delc ription Unit Unit Price Est. PREVIOUS TOTAL THIS ESTIMATE TOTAL TO DArF
,
Qty. Qty. Amount Qty, Amount Qty. I Amount
Schedule 'A' Force Main
Mobilization L.S. 20.000.00 1 64% $ 12,800.00 36% $ 7,200.00 100% $ 20,000.00
Z Common Excavation L.S. 2,000.00 1 100f1 2,000.00 0% 0.00 100% 2,000.00
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 8IO.6 29,992.20
5 Monument EA. 300.00 3 0 0.00 0 0.00 o 0.00
6 Curb 5 Gutter Restor. LF 8.00 50 O 0.00 19 152.00 19 152.00
7 Sidewalk Restor, SY 10.00 8 0 0.00 10 100.00 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 20.00 0 0.00 40 20.00
:0 Bank Run Gravel TON 1.00 2000 225 225.00 0 0.00 225 2E5.00
A6" Side Sewer LF 20.00 80 51 1,020.00 0 0.00 51 1,020.00
10" PVC Gravity Sewer LF 14.08 250 247 3,477.76 D 0.00 � 247 3,477.76
4" Trench Drain LF 6.00 85 10 60.00 0 0.00 10 60.00
14 12" CMP Culvert LF 12.00 50 30 36G.00 0 0.00 30 360.00
15 Type III - 48 Manhole EA 1,C00.00 1 1 11000.00 0
0.00 1 11000.00
16 Side Sewer Tee's EA 20.00 4 3 60,00 0
0.00 3 60.00
17 Trench Drain w/Blocking EA 100.00 5 1 100.00 0 0.00 1 100.00
18 Conn. to Existing Manhole L.S. 300.00 1 1 300.00 0 0.00 1 300.00
19 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 2220 2159 19,754.85 0 0.00 2159 19,754.85
21 Force Main Clean Out EA 900.00 4 4 3,600.00 0 0.00 4 3,600.00
22 Finish and Cleanup LS 100.00 1 0 0.00 100% IOOAO IOV 100.00
Change Orders I 0 O.OG 0 _ 0.00 0,00
Subtotal Schedule "A" $ 50,583.94 $ 37,981.72 $ 88,565.66
Schedule 'B' Water Main
Crushed Surfacing TON 9.25 150 182 $ 1,683.50 0 $ 0.00 182 I $ 1,683.50
2 Temporary Cold Patch SY 3.00 75 85 255.00 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 Ir00 154 154.00 0 0.00 154 154.00
6 Trench Drain w/Blocking EA 100.00 3 1 100.00 0 0.00 1 100.00
7 Fittings for Water Main LBS 1.50 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" Gate Valvue EA 385.00 1 1 365.O0 0 0.00 1 385.00
.0 Fire Hydrant Assembly EA 900.00 4 4 3,600.00 0 0.00 4 3,600.00
Change Orders 0 0 0 0100
Subtotal Schedule "B" $ 29,785.10 S 0.001 $ 29,785.10
(,t) TOTAL 80 369.04 37,981.72 118,350.76
(b) RETAINAGE• 53 x (a) 4,018.45 1 ,899.09 5,917.54
(c) EARNINGS PAYABLE THIS ESTIMA E (a ) 76,350.59 36 082.63 112,433.22
(e) SALES 1DU 8HI 6 509.89 3 076.52 9,586,c1
(e) AMOUNT DUE THIS ESTIMATE (c+d ,82,86U_48. 39,159.15 122.019.63
(f) GRAND TOTAL (a+d) 86 878.93 41 058.24 127,937.17
lb
DATE: April 16, 1985
FINANCE DIRECTOR
FmOm: PUBLIC YURXS DIRLCIOX
SUrJECT: PROGRESS PAYMENT
cowmeTw R.L. Alia Company ESTIMATE NO. 1
coMrxAcr W 021-85 PROJLCI: Honey Creek - Phase I
Schedule "A" R "B"
I. CnNTRACTOR EARNINGS Ti1S ESTIMATE f 80,369.(14
2. SALES TAX Y 8,1% 6.509.89
3. TOTAL CJNTRACT AMOUNT 71i1S ESTIMATE 186,878.93
4. EARNINGS PREVIOUSLY PAID CONTRACTOR f -0-
5. *EARNINGS DUE CONTRACION T711s rSl'IMATE f 76,350.59
c. SU ICTAL - CON'1NM.TON PAYMENTS f 76,35o.59
7. RETAINAGE ON PREVIOUS EARNINGS f '0-B. •• RETAINAGE ON EARNJNOS TTIIS ESTIMATE 4L018.45
9. SUBTOTAL - RETAINAGE f 4,018.45
10. SALES TAX PREVIOUSLY PAID f -0-
11. SALES TAX DUE 1111S CSTIMATL 6,509 989
12• SUBTOTAL - SALES TAX f 6,509.89
•(951 x line 1) GRAND TOTAL f B6,8 '8 .93
••RE TAI RAGE: 5%
FINANCE DEPARTMENT ACTION:
PAYMENT TO CONTRACTOR (Lines 5 and 11):
ACCI. 0 421/000/015.596.38.65.19 j Q2,860.48 I 1
ACCT. I — f
ACCT. f f r
ACCT. I—
ACCT
RETAINED AMOUNT (Line 8):
ACCT. 1 421/000/015.596°" .65.19 f_ 4,018.45 I 1
ACCT, 11---
ACCT. I f /--
ACCT. I t --
1
ACCT.
CHARTER 116. LAWS OF 1946 TOTAL THIS ESTIMATE. $ 86,878.93
CITY OF RENTON CERTIFICATION -
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CITY OF RENTON • DEPARTMENT OF ENGINEERING
MUNICIPAL BUILDING, 200 MILL AVE. SOUTH. RENTON. WA. 08O550235.2631
PROJECT Honey Creek - Phase 1 PROGRESS PAVMENT ESTIMATE NO._I
?ontract No. 02: - 85 Contractor R.L. Alia Company _ r.bano Date 4/12/85 Shoat 1 ofNo ,�
H ~_ Eat PREVIOUS TGL:a_, THIS ESTIMATE TOTAL TO DATE
Oaacriwtion Umt Unit Pnce _
Qty. Qty Amoun! Qty. Amount Qty. Amwnt
Schedule 'A' Fo-ce Main
i Mobilization L.S. 2C,000,00 1 0 0
64% S 12,8O0.O0
2 Common Excavation L.S. 2,:100,00 1 0 D 1DO% 2,000.00
3 Crushed Rock TON 9.25 450 G 0 440.9 4,078.33
4 Asphalt Concrete Pavement T01' 37.00 900 0 0 0 0.00
5 Monument EA 300.00 3 0 0 0 O,OO
6 Curb S Gutter Rector. 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 1S0 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
11 6" Side Sewer LF 20.00 80 0 0 51 1,020.00
12 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 60.00
14 12" CMP Culvert LF 12.00 50 0 0 30 360.00
15 Type III - a8 Manhole EA 1,000.0: 1 0 0 1 1,000.00
16 Side Sewer Tee's EA 20.00 4 0 0
17 Trench Drain w/Blocking EA 100.00 g 3 0.00
0 0 1 100,00
18 Conn. to Existing Manhole L.S. 300.00 1 O I 0
19 Fittings for Force main 1 3D0,00
9 185. 1.50 800 I
20 8" PVC C900 Force main LF 9.15 O O ,462 693.00
2220 0 0
9754.85
21 Force Main Clean Out EA 900.00 4 l54 13,600.00
22 Finish ano Cleanup LS 100.00 1 D 0 4 , 00,00
0 Change Orders 0 0% 0.000 0 I ,7 '
0.00
Subtotal Schedule "A"
S SO,SF. .>
i
i
Schedule '0' water Main
1 Crushed Surfacing TON 9.25 1S0 0 0 182 S 1,683.50
2 Temporary Cold Patch SY I 3.00 75 0 0 85 255.00
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 1DD0 0 0 154 154.00
6 Trench Drain w/Blocking EA 100.00 3 0 0 1 100.00
7 Fittings for Water Main LBS 1.50 1200 0 0 749 1,123.50
8 8" D.I. Water Main LF 17.58 1280 0 0 3270 22,326.60
9 B" Gate Valve EA 385.00 1 0 0 1 385.DO
30 Fire Hydrant Assembly EA 9D0.30 4 0 0 4 3.600.00
Change Orders 0 0 0 0.00
Subtotal Schedule "8" S 29.785.10
(a) TOTAL S 80,369.04
(b) RETAINAGE: 5% x (a) 4,018.45
(c) EARNINGS PAYABLE •41S EST. (a ) 76,350.59
(d) SALESTAX 8.1% 6,509.89
(e) AMOUNTDUE THIS ESTIMATE (c+li) 82,860.48
(f) GRAND TOTAL (e + d) 86,878.93
�7•� IfII
1
DATE; April 16, 198S
TO: FINANCE DIRECTOR
FROM: PUBLIC 00"S UIRLCITIR
SUBJECT: PROGRESS PAYMENT
awrNAcm. R.L. Alia Company ESTIMATE NO. 1
comxAcT N0. 021-85 PKWLCF: Honey Creek - Phase I
Schedule "A"
I. CON7'RACTOA EARNINGS TIi1S ESTIMATE _ 80,369.014 '
2. SALES TAX a 8.1% 6,509.89
3. TOTAL CONTRACT AMOUNT T111S ESTIMATE 386,878.93
4. EARNINGS PREVIOUSLY PAID CONTRACTOR S -0-
S. 'LARNINGS DUE CONTRACTOR TAUS ESTIMATE I; 76,350.59
b. SUIIITYFAL - COHTACTDR PAYMENTS = 76,35U.59
7. RETAINAGE ON PREVIOUS EARNINGS $ -0-
8. '1 RETAINAGE ON EARNINGS THIS ESTIMATE
9. SUBTOTAL - RETAINAGE f 4,018.45
IU, SALLS TAX PREVIOUSLY PAID f -0-
11. SALLS TAX DUL WIS CSTIMAT'L 6,509,89
12. SUBTOTAL - SALES TAX = 6,509.89
•(95% x Line 1) GRAND TOTAL s B6,878.93
'•REIAINAGE 5%
FINANCE DEPARTMENT ACTION: -
PAYMENT TO CONTRACTOR (Lines 5 and 11):
ACCT. I 421/000/015.596.38.65.19 = 82,860.48 / 1
ACCT. I _ j (—
ACCT. I =
ACCT. i
ACCT / —
S I
RETAINED AMOUNT (Line 8):
ACCT. 0 421/000/015.596.38.65.19 f 4,018.45 I 1
ACCT. / _
ACCT. I = I`
ACCT. I s
ACCT. I
CMARTER lie. LAWS OF 1966 TOTAL THIS ESTIMATE I 86,678.93
CITY OF RENTON CERTIFICATION
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° - CiTY OF RENTON • DEPARTMENT OF ENGINEERING
• • MUNICIPAL BUILDING, 200 MILL AVE, SOUTH. PENTON, WA. 98055, 235-2631
PROJECT Honey Creek - Phase 1 - PROGRESS PAYMENT ESTIMATE NO. I
:ontr�ct No. 021 - BS Contractor R•L. Alia Company Ctoarg Date 4/12/85 Stset 1 of�
lie" Eat. FREVIOUS T01AL THIS ESTIMATE TOTAL TO DATE
� Daaeript,on Vmt Unit Price
C1t Y. Qty Amount Qty. Amount TC Amount
Schedule 'A' Force Main
1 Mobilization L.S. 20,000.00 1 0 0 64% S 12,800.00
2 Common Excavation L.S. 2,000.DD 1 0 0 100% 2,000.00
3 Crushed Rock TON 9.25 450 0 0 40.9 4,078.33
4 Asphalt Concrete Pavement TON 37.DO 900 0 0 O O,DO
5 Monument EA 300.00 3 0 0 0 0.00
6 Curb 8 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 22S.00
11 6" Side Sewer LF 20.00 80 0 0 51 1,020.DO
12 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 60.00
14 12" CMP Culvert LF 12.00 50 0 0 30 360.00
15 Type III - 4P, Manhole EA I,DOO.00 1 0 0 3 1,000.00
16 Side Sever '.ee's EA 20.00 4 D 0
17 Trench Drain w/Blocking EA 1D0.00 5 3 � �
0 0 1 IDO.DO
28 Conn. to Existing Manhole L.S. 300.00 1 D 0
19 Fittings for Force main LBS. 1.50 WO1 693,00
00
20 8" PVC C900 Force main LF 9.15 2220 D 0 159 19,754.85
21 Force Main Clean Out EA 900.00 4
22 Finish end Cleanup LS 1DO.DO 1 0 0 4 3,600.00
D 0 OX 0.00
Change Orders
0 0 0 O.DO
Subtotal Schedule "A" $ 50,583.94 -
Schedule 'B' Water Main
1 Crushed Surfacing TON 9.25 150 0 0 182 $ 1,683.50
2 Temporary Cold Patch SY 3.DO 75 0 0 85 255.DO
3 4" PVC French Drain LF 6.00 60 U 0 25 150.00
• Bedding Material TON 0.50 105 0 0 15 7.50
5 Bank Run Gravel TON 1100 1000 0 0 154 154.00
6 Trench Drain w/Blocking EA 1DO.00 3 0 0 1 100.00
7 Fittings for Water Main LBS 1.50 1200 0 0 749 1,123.50
8 8" 0.1. Water Main LF 17.58 1280 0 0 1270 22,326.60
9 B" Gate Valve EA 385.00 1 0 0 1 385.Do
10 Fire Hydrant Assembly EA 900.00 4 0 0 4 3.6DO.00
Change Orders 0 0 O 0.00
Subtotal Schedule "B" $ 29.785.10
(a) TOTAL
f 80,369.04
(b) RETAINAGE: 5% x (a) 4,018.45
(c) EARNINGS PAYABLE THIS EST. (a ) 76.150.59
(d) SALES TAX 8.11 6,509.89
(e) AMOUNTDUE THIS ESTIMATE (c+d I 82,860.48
(f) GRAND TOTAL (a + d) 86,879.93
VA ft April 16, 1985
TO: FINANCE UIRLCCOR
FROM: PUBLIC MUkNS UIRLC'IUR
SUBJECT: PROGRESS PAYMENT
coNTNACI'oR: R.L. Alia Company ESTIMATE NO, l
CONIRACT NO. 021-85 YN(ULO: Honey Creek - Phase I
Schedule "A"
1. CONTRACTOR EARNINGS THIS LSTIMA'I'L j 80,369.0'4
2. SALES TAX R 8.1', _6,509.89
S. TOTAL CONTRACT -MOUNT THIS ESTIMATE j 56,878.93
4. EARNINGS PREVIOUSLY PAIL) CONTRACTOR j_-0-
S. -LAWNCS WE CONTRACTOR 1111E LS'1'1MATE j 76,350.59
b. SUBTOTAL - CO4INAC7Ok PAYMLN'TS j 76,35U.59
7. RETAINAGE ON PREVIOUS EARNINGS j -0-
S. -- RETAINAGE ON EARNINGS 11115 ESTIMATE 4,U18.45
9• SURTOIAL - RETAINAGE j 4.018.45
IL). SALES TAX PREVIOUSLY PAIL) j -0-
11. SALES TAX UUL THUS LS1'1MA'I'L 6,509.89
12• SUBTOTAL - SALES TAX j 6,509.89
'(95% A Line 1) GRAND To1AL j 86,878.93
"RETAINAGE: 5%
FINANCE DEPARTMENT ACTION:
PAYWNT TO CONTRACTOR (Lines 5 and 11):
ACCT. I 421/000/'015.596.?8.65.19 $ 32,960.48 1
ACCT. i' j Y--
ACCT. Y _ j
ACCT. 1
ACCT. /
RV**%ED MOUNT (Line 8):
061. I 421/000/015.596.38.65.19 j 4,018.45 1
ACCT. !
ACCT.
ACCT.
ACCT. 0
CM.MTER 116. LAWS OF 1966 TOTAL THIS WIMITE j 86,878.93
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CITY OF RENTON • DEPARTMENT OF ENGINEERING
MUNICIPAL BUILDING. 200 MILL AVE. SOUTH, RENTON, WA. 98055. 235-2631
FN�t PROJECT Honey Creek - Phase I
PROGRESS PAYMENT ESTIMATE NO. I
:'ontr act No._ 021 - 85 Contractor R•L- Al,, C)mpany Clos,ng Date 4/12185 Sheet 1 of_
Iterr Est PREVIOUS TOTAL THIS ESTIMATE TOTAL TO DATE
No Description Unit Unit Price Qty
Qty Amount Qty. Amount Qty Amount
Schedule 'A' Force Main
Mobilization L.S. 20,000.00 1 0 0 64% $ 12,800.00
2 Common Excavation L.S. 2,000.00 1 0 0 100% 2,000.00
3 Crushed Rcck TON 9.25 450 0 0 440.9 4,078.33
4 ( Asphalt Concrete Pavement TON 37.00 900 0 0 0 0.00
5 Monument EA 300.00 3 0 0 0 0.00
6 Curb d Gutter Restor. LF 8.00 50 0 0 0 0.00
7 Sidewalk Restor. SY I0.00 8 0 0 0 0.00
8 Temporary Colr 'latch SY 3.00 150 0 0 345 1 ,035.00
9 Bedding Material TON 0.50 650 0 0 40 20.00
10 Bank Rut Gravel TON 1,00 2000 0 0 225 225.00
40 6" Side Sewer LF 20.00 80 0 0 51 I,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 60.06
14 12" CMP Culvert LF 12.00 50 ' 0 0 30 360-00
15 Type III - 48 Manhole EA 1,000.00 1 f 0 0 1 1,000.00
16 Side Sewer Tee's EA 20.00 4 I 0 0 3 60.00
17 Trench Drain w/Blocking EA 100.00 5 O 0 1 100.00
18 Conn. to Existing Manhole L.S. 300.00 1 0 0 1 300.00
19 Fittings for Force main LPS. 1.50 800 0 0 462 693.00
20 3" PVC C900 Force main LF 9.15 222, U 0 2159 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 0 0 0% 0.00
Change Orders I 0 0 0 _ n.no
Subtotal Schedule "A" I $ 50,583,94
i
Schedule 'B' Water Main
1 Crushed Surfacing TON 9.25 150 0 0 182 $ 1,683.50
2 Temporary Cold Patch SY 3.00 i 75 I 0 0 85 255.00
3 4" PVC Trench Drain LF 6.00 CO 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 J 0 1 100.00
S Fittings for Water Main LBS 1.50 1200 0 0 749 1,123.50
8 8" D.I. Water Main LF 17.58 1230 0 0 1270 22,326.60
9 8" Gate Valve EA 385,00 1 0 0 1 385.00
10 Fire Hydrant Assembly EA 900.00 4 " 0 4 3,600.00
Change Orders 0 0 0,00
Subtotal Schedule "B" $ 29.785.10
(a) TOTAL $ 80,369.04
(b) RETAINAGE: 5Z 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) 86,878.93
ENDING
FILE TITLE
296
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