HomeMy WebLinkAboutWWP2701431(14) Pay Estimates S-296 1+
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BEGINNING
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FILE TITLE
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MICROFILMED
I N T E R O F F I C E M E M O
TOi C9ldiir. DATE: ✓`�z��� �
FROM: }� iv�SVt`�`
SUBJECT: O� ` �tCIC �I�Gsc t � � 6 oGa -LS
IJ L tLr
,� �/ow vs,e ✓
�'i3
King Construction Inc. dLEVYLE�3 Chi '��3r�a U�t1U44ad
4734 SW 312th PI.,
Federal Way, WA 980�3
818.7819
.r1lN.OF r ,f
nob I'er1_strom
TO pity of 1len tcn
Roney Creek 111_Ase 3
Lill' _--
___. 'MAY -
GENTLEMEN. '-- - - - --
WE ARE SENDING Nou ?S Attached i Under separate cover via _- — -----_
1 Shop drawings Prints --- - the following items:
1] wan: o samphf 70 Copy of letter I Change order U Specification,
of tree
raid
COM[S DATE RG
I It �?(T/6
L affiriavit for }:i_ n onstructon --`
Industra`•es`elense --
THESE ARE TRANSMITTED as checwed below.
For approval
Approved as submitted Resubmit___
for your use � copies for approval
Approved as noted Submit
x As requested —.copies for distributionReturned for corrections Return__' For review and comment I --corrected pnntg
!REMARKS_ FOR BIOS DUE
19 -------- i PRINTS RETURNED AFTER LOAN to US
_.
.._---------- --------
copy TO'.
SIGNED: $r,td rloyt
b.nsio.yo ... nae .. ner.tl. bear
r m,nr r w JJr aRee.
t
s
R A IIAWK Y
Ilrecta Vp
'AAlf IN N'•\tiIIIN AO N
10 PAR I MI N I OF LABOR AND INI)USI RILS
l n•,H a,rl t'Inw,.neluvr 1An41xry, • (NVrtgnd 1l dtihrn/;fun �NfS1Ai lY,Jf
May 13, 1996
City 3f Renton
Finance Department
200 Mill Avenue S
Renton, WA 98055
Re, Firm No. 181,524-00-0
Contract No. C.A.G. 062-85
Gentlemen:
Please be advised that the Department of Labor and Industries does hereby
release the City of Renton from any further liability pursuant to RCW 51 .12.050
and RCW 51 . 12.070 as would otherwise incur in connection with s contract calling
for the Honeycreek Sanitary Sever Project, Phase III.
This certificate does not release King Construction Company, Inc. , from
0 liability for additional contributions which later may be determined to be due
with respect to the above mentioned contract or any other contracts said
cortractor may have performed.
Very truly yours,
.
Kaye Kjorlaug t
Administrative Assistant
Contractor Compliance Unit
Phone: (206) 753-4398
CCU1:L22.BF8.1
cc to
King Construction Company, Inc.
4734 SW 312th Place
Federal Way, WA 98023
.r
PA.MENT RECEIVE
DEPARTMENT OF LABOR AND INDUSTRIES APR 2 1980
INDUSTRIAL RELATIONS DIVISION AFFIDAVID OF WAGES PAID^,`i,ru N`A
STATE OF WASHINGTON
Olympia, WA 98504 ON PUBLIC WORKS CONTRACT
Awarding Agency...._,..'�it
Contract Number----._fj'!!',
Date Contract Awarded r
Date Contract Completed — '
STATE of WASHINCTON County in Which Work Performed
ss. Location within Count
y. . . , : 1
COUNTY OF Was a Statement cf Intent Filed? Yes Q No Q
In compliance with RCW 39.12.040 I, the undersigned, being a duly authorized representative of
.
A.Ilri vu...... Iiuvilt . ntx Iuc . aJ�,4 ...;:, 31 .tt Frdcrltl ;,t c'@Or:2
IConfrartor or Sabeoniraobr) IAddreea/
do hereby certify that the following rates of hourly wage and hourly fringe benefits have been paid to the
laborers, workmen and mechanics employed by me upon the project described above and that no laborer,
workman or mechanic has been paid less than the "prevailing rate of wage" as determined by the Indus-
trial Statistician of the Department of labor and Industries.
List below each classification of labor employed by you upon the project described above and the rate of
hourly pay and hourly fringe benefits paid to each classification. If apprentices have been employed, list
their names and/or registration numbers, their stages of progression, the rate of hourly pay and the rate
of hourly fringe benefits paid to each apprentice.
Craft and Classification of Labor Rate of Rate of Hourly
i.i� . . , Hourly Fay Fringe Benefits Paid
,.,I. i . ,. . L!•r �Ionsltruction
tJl �I 1 114J J11y I1.J_�L.,r
Loader un0er c cy 3 16.43 » . li
-kov.:l 3c3fs L un,ler 16.02 4. 1G
LAB I;:;1.,i
rife La. er 14.28 3.43
Laborer 13.co
Norr: Attach Additional Sheets as Needed. 1,11IG Cl.li:irPP=210lc i;, , , Inc.
r Jm eme)
J
Subscribed and sworn
to before me $y [C1i�l� tc�7 ✓ �✓Tote -
Ih �..!^ �... day ot� f/��) I hereby certify that according to the wage rnt, and fringe
benellb, herein sworn to the prevailing wage requirements of
1 RCW 39.12.040 have been aau.flcd.
WM. C. JACOBS, DIRECTOR
r DEPARTMENT OF LA R AND INDUSTRIES
Notary Pu Wir in and f the State of Washlnpton,
residing in Washington. 1906
LDote:_MAYA . ._... ..... BY:....._ _....
This space reserved for ) 'to',
crtiaration
INSTRUCTIONS:
1. Pursuant to RCW 39.12.040 copies of this form must be completed by the contractor and each of his sub-
contractors.
2. Complete this form in triplicate and Gave it notarized.
5. Submit all forms for certification to: Industrial Relations Division, Department of Labor and Industries.
General Administration Building, Olympia, Washington 98504.
4. File a certified copy with the Awarding agency.
CONTRACTORS ARE RESPONSIBLE FOR OBTAINING AND FILING AFFIDAVITS of the SUB-
CONTRACTORS. This is required by law and payments can not lawfully be made until such affidavits
are filed.
u•700-9 All4aavll of Wag" i1.75) sr saw
0. e
CAG-02 -s5'-`---
CITY OF REN,114
PUBLIC WORKS DEPARTMENT
CONTRACT CHANGE ORDER AGREEMENT
CONTRACT
CONTRACTOR
SUMMARY OF PROPOSED CHANGE
All work . materials and measurements to t)e in accordance with the provisions of the Standard Specification., and Special Provisions for the type of construction involved.
ORIGlt1AL CONTRA[( CURREtTT -CONTRACT I ESTfk TED )1),ATEU C61 ffUCT
AMOUtiT AMOUNT THIS CROLR TOTAE AFTER CHANGE
SIGNATURES: CONTRACTOR _ _ PATE
PROJECT ENGINEER VAT 4
APPROVED BY
-- DATE
works Director
COPY
A CITY OF RENTON • DEPARTMENT OF ENGINEERING 1
• MUNICIPAL BUILDING, 200 MILL AVE. SOUTH . RENTON. WA 96055 . 235- 2631
Hone Creek Phase III 4 PROJECT y PROGRESS PAYMENT ESTIMATE NO ___-
-'ontract No. Contractor Kina Const,-uctipr Closing Date 11/25/85 _ SheetLofZ
PREVIOUS TOTAL THIS ESTIMATE TOTAL TG DATE
Description Unit Unit Pace Qty Qty Amount Qty Amount Qty Amount
Schedule "A" Basic Sewer
Replacement Work
Mobilization L,S. $24,000.00 1 100% $ 24,000.00 0 I 0.00 1000 $ 24,000.00
Sawcut Pavements LF .50 1280 754 377.00 0 0.00 I754 377.00
Common Excavation for Street CY 6.00 1600 190 1,140.00 190 1,140.00 1380 1 2,280.00
Subgrade Preparation for Street SY 5.00 4800 1135 5,675.00 0 0.00 � 1135 5,675.00
Asph. Conc. for Full Width Street TON 34.00 740 0 0.00 0 0.00 0 0.00
6 Crushed Surfacing TON 8.00 1152 666.3 5,330.40 0 0.00 666.3 5,330.40
Temporary Cold Patch SY 6.00 300 1204,6 7,227.60 0 0.00 1204. 7,227.60
i Cement Concrete Pavement Patch SY 100.00 8 0 0.00 0 0.00 I 0 0.00
9 Asph. Concrete Pavement Patch TON 100.00 165 526 52,600.00 0 0.00 1525 52,600.00
Monument EA 150.00 5 0 0.00 0 0.00 ' 0 0.00
Bedding Material TON 8.00 870 806.51 6,452.08 ' 0 0.00 I806.51 6,452.08
Bank Run Gravel TON 4.50 6645 1439.0� 6,475.59 I 0 I 0.00 11439. 2 6,475.59
3 Fwr,� for '•wtariu: ITCf, 10.00 :J I 0 0.00 0 , 0.00 I 0 0.00
4 12" Sewer Replacement ILF 30.15 158.1 IJ85 47,787.75 0 0.00 1585 47,787.75
5 12" Sewer in New Location LF 30.00 415 ( 391 11,730.00 0 0.00 391 11,730.00
o Existing Side Sewer EA 50.00 27 '31 1,550.00 0 I 0.00 31 1,550.00
? Side Sewer Length LF 20.00 150 156.5 3,130.00 0 i 0.00 156.5 3,130.00
3 Side Sewer Tees EA 75.00 27 31 2,325.00 0 0.00 31 I 2,325.00
Television P'onitorirg LF .75 1998 0 0.00 1414 i 1,060.50 1414 1,060.50
Type 1 - 48 Manhole EA 2,000.00 2 2 ( 4,000.00 1 0 ; 0.00 2 4,000.00
Extra Manhole Depth VF 10.00 12 4 40.00 0 1 0.00 I 4 40.00
Manhole No. F051 Drop Connection L.S. 1,500.00 1 1000A 1,500.00 0 0.00 I100% 1,500.00
Existing Manhole Connections EA 500.00 17 17 8,500.00 0 i 0.00 17 8,500.00
Manhole #F045 Drop Connection L.S. 1,500.00 1 100% 1,500.00 0 0.00 100% 1,500.00
5 Finish - Cleanup LF 5.00 1998 0 0,00 11105 ' 9,015,10 1805 _1,011*00
Subtotal Schedule "A" I$ 191,340.42 $ 11,225.50 $ 202,565. 92
Schedule "B" Additive Sewer
i
Replacement Work
Sawcut Pavements LF 2.00 50 0 0.00 0 0.00 0 0.00
Common Excavation for Street CY 6.00 180 0 0.00 0 0.00 0 0.00
Subgrade Preparation for Street SY 5.00 490 0 0.00 0 0.00 0 0.00
Asph. Conc. for Full width Street TON 34.00 145 0 0.00 0 0.00 0 0.00
Crushed Surfacing TON 8.00 242 39.6 316.80 0 0.00 I39.6 316.80
Monument EA 150.00 1 0 0.00 0 0.00 ! 0 0.DO
Bedding Material TON 8.00 100 106,3 850.40 0 0.00 106.3 850.40,
Bank Run Gravel TON 5.00 400 353 1,765.00 0 C.00 I353 1,765.00
12" Sewer in New Location LF 32.50 232 233 7,572.50 0 0.00 233 7,572.50
Television Monitoring LF .75 232 0 0.00 0 0.00 0 0.00
Type I - 48 Manhole EA 1,500.00 1 1 1,500.00 0 0.00 1 1,500.00
Extra Manhole Depth VF 75.00 2 0 0.00 0 0.00 0 0.0
Existing Manhole Connections EA 500.00 1 1 500.00 0 0.00 1 500.0
Finish - Cleanup LF 5.00 232 0 0. 00 233 165.00 233 1 165.00 1,
Subtotal Scheduly "B" S 12,504.70 $ 1,165.00 S 13,669.70
r, COPY
�
A (- ITY OF RENTON • DEPARTMENT OF ENGINEERING
• • MUNICIPAL eUILCING. 200 MILL AVE SOUTH , RENTON, WA 98055 . 2'-35- 263T
PROJECT Honey Creek Phase III PROGRESS PAYMENT ESTIMATE NO 4 _
:ontract No. Contractor King Construction Company Closing Date_11/25/85 _ Stieet2 of
I Description Unit Unit Price Est
PREVIOUS TOTAL Tt11S ESTIMATE TOTAL TO DATE
Q:y. Qty. Amount Qly. Amount Qty Amount
I
Schedule "C" - Additive Sewer
Replacement Work
Sawcut Pavements LF $ 1.00 20
I
Crushed Surfacing TON 8.00 55
Asphalt Concrete Pavement Patch TON 100.00 60
Monument EA 150.00 1
Bedding Material TON 8.00 60
Bank Run Gravel TON 5.00 360
Foundation Material TON .01 50
Carrier Pipe Replacement L.S. 30,000.00 1 100% $ 30,000.00 0 1 0.00 100% $ 30,000.00
12" Sewer Replacement LF 32.50 108
Television Monitoring LF ,75 323 0 1 0.00 215 1 161.25 215 161.25
Existing Side Sewer EA 50.00 2
Side Sewer Length LF 20.00 10
I
Side Sewer Tees 75.00 2
Install New Pipe in Exist.Manhole EA 500.00 4 2 1,000.00 2 I 1 ,000.00 4 2,000.00
Finish - Cleanup LF 5,00 323 0 0.00 215 1,i , ,.00 215 1,075.00
Subtotal Schedule "C" $ 31,OuO.00 is 2,236.25 $ 33,236.25
Schedule "D" - Additive Sewer
Replacement Work
i
Sawcct Pavement LF .75 660 641 480.75 I 0 0.00 I641 480.75
Crushed Surfacing TON 8.00 60
'emporary Cold Patch SY 6.UO 360 207 1,242.00 0 ' 0.00 207 ! 1 ,242.00
Asphalt Concrete Pavement Patch ITON 100.00 60
Monument EA I 150.00 1
Bedding Material TON 8.00 160
I Bank Run Gravel TON 5.00 470
I
Foundation Material TON .01 50
12" Sewer Replacement LF 32,50 310 310 10,075.00 0 ! 0.00 310 I 10,075.00
Television Monitoring LF .75 310 0 0.00 310 232.50 310 I 232.50
Existing Side Sewer EA 50.00 9 9 450.00 0 0.00 9 450.00
Side Sewer Length LF 20.00 45 38 760.00 0 0.00 38 7E0.00
Side Sewer Tees EA 75.00 9 9 675.00 0 0.00 9 675.00
Existing Manhole Connections EA 500.00 2 2 1,000.00 0 0.00 2 1,000.00
Finish - Cleanup LF 5.00 310 0 0.00 310 1 ,550.00 310 1 ,550.00
Subtotal Schedule "D" 5�14 687 75 E�1 78Z3II $ 16,405.25
Change Order N1 Including Force S I N.A. 12,169.59 N.A. 26,358.72 iN.A. 38,528. 31
Account
GRAND TOTAL 261,697.46 42,767.97 I 304,465.43
Subtotal Schedules "A" "B" "C" 8 261,697,46 42,767.97 304,465.43
Retainage: 5% x (a). 13,084.87 2,138.40 15,223.27
Earnings Payable this Estimate(a) - (b). 248,612,59 40,629.57 289,242. 1
Sales Tax: 8.1% x (a). 21,197.49 3,464.21 24,661.70
Amount Due this Estimate (c) 8 (d 269,810.08 44,093.78 313,903.8
Grand Total (a) 8 (d) . 282,894.95 46,232.18 329.127. 13
* See Separate Tabulation
, Y
��/ \�• CITY OF RENTON • DEPARTMENT Oi l . N ( aINI EIZiNG
• MUNICIPAL E$UILDING, 200 MILL AVE . SOUTtt RENTOt: ,'.A 9H05Eir '�35- 263� t
1 PROJECT Honey Creek Phase ih PROGRESS PAS' MENt r
matt No. __ Contractor King Construction Cto S,Y YiI ().%Iv -11/25/85 _ St.ver ;_ o! ?
i, Est 1PREVIOUS TOTAL TtuS P.STIIMATEr r0TAL TO DATE
Description Unit Unit Prices Ql ---r -- � o"'It 7 ^
y Qty Amount I Qty A v Am_n, r unt
Schedule "A" Basic Sewer
Replacement Work
I Mobilization L.S. $24,000.00 1 100x S 24,000.00 ' 0 0.00 100: � S 24,000.00
Sawcut Pavements LF •50 1280 754 377.00 i 0 0.00 U 54 I 377.00
Common Excavation for Street CY 6.00 1600 190 1,140.00 190 1 ,I41.00 ,380 • 2,280.00
I Subgrade Preparation for Street SY 5.00 4800 1135 5,675.00 0 0.00 1135 5,675.00
AR
;KAsph. Conc. for Full Width Street TON '94rW 740 0 0.00 I -A- ' �' ��,�yy N�
Crushed Furfacing TON 8.00 1152 666.3 1:330.40 0 0.00
Temporary Cold Patch SY 6.00 300 1204,E 7,221.60 0 0.00 i1204. 7 ,227.60
j4Cement Concrete Pavement Patch SY 100.00 8 0 0.00 0 0.00 I 0.00
I Asph. Concrete Pavement Patch TON 103.00 165 526 52,600.00 0 0.00 :
Monument IEA 150.00 5 0 0.00 0 0.00 0 I 0.00
I BeddingMaterial TON 8.00 870
806.51 6,452.08 0 0.00 ' 806.51 6,452.08
tank Run Gravel TON 4.50 6645 1439,01! 6,475.59 0 O.OU 1439.012 6,475. 59
Foundation Material TON 10.00 50 0 i 0.00 ! U U.00 0 0.00
12" Se:.er Replacement LF 30. 15 1583 1585 47,787. 75 0 0.00 1585 1 47,787. 75
12" Se..er in New Location LF 30.00 415 391 11,730.00 ! 0 0.00 1391 11 ,730.00
Existing Side Sewer EA 50.00 27 31 1:150.01 0 0.00 1 31 I 1 ,550.00
Side Sewer Length LF 20.00 150 156.5 I 3130,00 I 0 0.00 i156.5 ) 3,130.00
Side Sewer Tees EA 75.00 27 31 i 2,325.00 0 0.00 j 31 2,325.00
Television Monitoring LF 75 1998 0 0.00 1414 1 ,060. 50 11414 1 ,060.50
Type I - 18 Manhole EA 2,000.00 2 2 4,000.00 0 0.00 2 I 4,000.00
Extra Manhole Depth VF 10.00 12 4 40.00 U 0.00 4 I 40.00
''arhola No. F051 Drop C;niiection IL.S. 1 ,500.00 1 ( 1004 1,500.00 i 0 0.00 100" 1 ,500.00
11 Existing Manhole Cennecticrs (EA 500.00 117 I1 17 8,500.00 ' u 0.00 17 8,500.00
".annole 5FO45 Drop Connection L.S. 1,500.00 1 100% 1,500.00 0 0.00 ; 100": 1 ,500.00
Finish - Cleanup LF 5.00 1998 0 0.00 1805 _ 9 UO 11805 I 9,025.00
Subtotal Schedule "A" $ 191,340,42 S 11 ,225. 50 S 202,565. 92
•� � r 9;9t1�O
Schedule "B" fdditive Sewer
Replacement '.ork i , 2 /00
Sawcut Pavements LF 2.00 50 I 0 0.00 0 0.00 J Z/¢�o�.00
Common Excavation for Street CY 6.00 180 I 0 0.00 0 0.00 0 0.00
Subgrade Preparation for Street SY 5,00 490 0 0.00 0 0.00 0 j 0.00
Asph. Conc. for Full width Street TON 34.00 145 i 0 U.UO 0 0.00 0 I 0,00
Crushed Surfacing TON 8.00 242 I39.6 316.80 i 0 0.00 , 39.6 316.80
Monument EA 150.00 1 0 0.00 I 0 0.00 0 0.00
"adding Material TON 8.00 100 106,3 850.40 0 0.00 1106.3j 850.40
:ank Run Gravel TON 5.00 400 353 I 1,765.00 j 0 0.00 353 1 ,765.00
12" Sewer in New Location LF 32.50 232 233 71572.50 0 0.DO 233 7,572.50
Television Monitoring LF . 75 232 0 I 0.00 0 0.00 U i 0.00
Type 1 - 48 Manhole EA 1 ,500.00 1 1 1,500.00 0 0.00 I 1 1 ,500.00
Extra Manhole Depth VF 75.00 2 U 0.00 0 u.uO I 0 I 0.00
Existing Manhole Connections EA 500.00 1 1 500.00 0 0.00 I 1 I 500.0
Finish - Clean,. LF 5.00 232 0 0.00 233 1 ,165.D0 '233 1,!b5.00
--- - - .
Subtotal Schedule "B" S 12,504, 70 j5 1 ,165.UO ! S 13,669.70
7fC-A1 60T/A16D PiV66
FDIC c/44 , 6iE-X> sr I !
O �
�� CITY OF REN "T�ON • DEPAI(I ML: N I OI k : NC; IM -RIN6
n
• MUNICIPAL BUILDING, 200 MILL_ AVE SOUrti . RENTOt'+ .'.A )tK-)5'_; . 235 - 2631
f, N ,�T<'
PROJECT Honey Creek Phase III PROGRESS t'AVMENT ![_; : iM,lrtt NU
:tract No. Contractor King Construction Company _ Clos,(I u.ste -11/25/135 Shee' 2 of
Est
PREVIOUS TOTAL TriiS f.STiM ATE TOTAL TO DATE
Description Unit Unit Price - ' -'
Qty. Qty Amount Qty I Amount Qty Amount
- 1
Sc )edule "C" - Additive Se +er
Replacement Work
Sargcut Pavements LF 5 1 .00 20
Crushed Surfacing TON 8.00 55
Asahalt Concrete Pavement Patch TON 100.00 60
Mo wment EA 150.00 1
Bc]ding Material TON 8.00 60
Baik Run Gravel TON 5,00 360
Fo mdation Material TON ,01 50
Ca.*rier Pipe Replacement L.S. 30,000.00 1 100% IS 30,000.00 0 3.00 100-- I S 30,000.00
12 ' Sewer Replacement LF 32.50 108 1 I
Te evision Monitoring LF ,75 323 0 0.00 215 161.25 ,215 161.25
Existing Side Sewer EA 50.00 2
Site Sewer Length LF 20.00 10
Side Sewer Tees 75.00 2 i
�
In!;tall New Pipe in Exist.Manhole EA 500.00 4 2 1 ,000.00 2 I1U01 OU i 4 2,000.00
Finish - Cleanup LF 5.00 323 0 _ U.00 j 215 1 ,075.0U I215 I 1,075.00
Subtotal Schedule "C" S 31,000.00 i S 2,236.25 S 33,236.25
i
Schedule "0" - Additive Sewer
Replacement Work
I
Sa. cut Pavement LF .75 660 641 480. 75 U 0.00 ' 641 480.75
Crushed Surfacing TON 8.00 60
TeI!Poly ry Cold Patch Sy 6.00 360 207 1,242.00 0 0.00 207 1 ,242.00
7,sphalt Concrete Pavement Patch TON 100.GG 60 ( i
I '!orume[It EA 150.00 1 '
cedding Material TON 8.00 160
"ark Run Gravel TON 5.00 I 470
c. ndation Material TON .01 50
Sewer Replacement LF 32.50 310 310 10.075.00 0 O.UO ' 310 10,075.00
eevisi.n Monitoring LF 75 3i0 0 0.00 i 310 232.50 310 232.50
Ex sting Side Sewer EA p.00 9 I 9 450.00 O O'n o 9 450.00
SIce Sewer Length LF z0.00 45 38 760.00 U ).00 38 760.00
iSide Sewer Tees IEA 75.00 9 I 9 ''I 675.00 1 0 3.00 9 675.00
Existing Manhole Connections 'EA 500,00 2
Finish - Cleanup LF 310 2 1 ,000.00 0 0.00 2 i 11000.00
P 5.00 0 1 0.00 I 310 1 ,550.00 310 1 550.00
Subtotal Schedule "D" S ]4;63Z-73 5-T;78Z.TU 7-1 , 7.-
Change Order d1 Including Force S N,A. 12,169. 59 N.A. 26,35 . 72 '; N.A. 38,528.31
Acccunt '
GRAND TOTAL 2E1,697.46 42,767.97 304,465.43
//
Subtotal Schedules "A" "B" "C" S 261 ,697,46 42,767. 9E
„0„ 997 9
i�etainage: 5% x (a). I I 13,084.87 2,138.40 L5r -l_
Earnings Payatle this Estimate 248,612.591 40,6?9. 57 -
(a ) - (b).
i
Sales Tax: 8. 1% x (a). Y1, 197,49 3,464.21 24 5o+-4
,atounr Due this Estimate (c) 8 (d 269,810.08 44,093. 78
Grand Total (a) S (d). 282,894. 95 46,232. 18
I
See Separate Tabulation
� I
CITY OF RENTON • DEPARTMENT OF ENGINEERING
n
1 J • MUNICIPAL BUILDING, 200 MII-L AVE. SOUTH, RENTON, `NA. 98055 . 235. 2631
Honey Creek • Phase II
PROJECT Sanitarg Sewer Interceptor PROGRESS PAYMENT ESTIMATE NO
/ 3!
>niraet No._ 040-85 Contractor R. L. Alia Company Cros,ng Date_ Sheet -L of
PREVIOUS TOTAL THIS ESTIMATE TOTAL TO DATE
Description Unit Unit Price Oty Qty. Amount Oty Amount Qty. Amount
Mobilization LS 47,357.00 1 7 4����!
i
Clearing and Grubbing LS 32,500.00 1
Timber Salvage LF 1 .00 1 ,000 /•r /Ts�
Access Road LF 22.07 3,760 R
CMP Culverts LS 4,500.00 1
18" CMP Culvert LS 8,700.00 1
Crushed Rock SY 3.00 650
Temporary Patch SY 3.00 650G°85-
Asphalt Concrete Pavement SY 15.00 650 i �� ��-�p "
Portland Cement Concrete SY 30.00 10
Bonkrun Gravel TON 3.00 1 ,000 /6.6 6"¢3
I
Slope Rocking CY 20.00 1,500 1441 288Z4o -
Bedding (Type II) LF 3.00 300 *16, /3oS
Bedding (Type III) LF 0.50 5,100 ;d. [�
Scour Protection Rock LF 12 60 1,800 i¢30 /�,0/�_
12" Sewer Pipe LF 30.00 300 j19 y,570 -
8" Sewer LF 30.00 307 /,,�¢ ¢6ro
Overflow Structure LS 2,500.00 1
Interceptor Cut In LS 1,000.00
M.H. No. 3 LS 1,250.00 1
M.H. Type 1-48" EA 1,000.00 4 OA7
Existing M.H. Depth VF 100.00 22
8" Drop Connection VF 70.00 10 6.1 567 -
12" Curv. Sewer Pipe LF 14.20 5,100 ¢y8� 70,877 w
12" Cleanout EA 2,000.00 15 24 040
8" Cleanout EA 875.00 3
12" Cleanout Apron EA 478.00 11
Service Tees EA 350.00 9
6" or 8" Serv, Laterals LF 50.00 350 444
Television "3nitoring LF 0.20 5,100 -797£°
Spawning Gravel TON 15.00 1,000 V5 44,1? 00
Gabions CY 100.00 150 i ;-373 .37,%0 ='
Subdrain LF 6.00 1,000 /476' Z504e
30" Horizontal Well Point EA 100.00 40 4 Opp
Horizontal Well Point Extension LF 2.00 600 ±S SG=
12" Culvert LF 40.00 300 � 4M 't'
Bridge Structure EA 4,000.00 2
Bridge Extra Span LF 100.00 20
4' Chain Link Fence EA 1 ,000.00 2
Chain Link Fence LS 5,000.00 1
Spring Head Drain EA 403.00 6 I c,�p
4' Willow Starts EA 1. 15 0,000 _ ', bt0 F, ,
Finishing and Cleanup LF 2.00 5,400 �7/ Sp7/ !Gr $4Z
Change Orders 7✓6 /Vlo 7-AX
GRAND TOTAL #dam i
/B
i
I
I
I
i
,V Y
CITY OF RENTON • DEPART
IvfEN "f OF ENGINEERING
• MUNICIPAL BUILDING, 200 MILL AVE . SOUTH , RENTON. WA. 98055 . 235. 2631
,U. �.
Honey Creek - Phase I I
PROJECT `sanitary Sewer Interceotol PROGRESS PAYMENT ESTIMATE NO
✓AV ' 1.If
otract No. 040-85 Contractor R. L. Alia Company Closing natC __ heet _ot __
Est PREVIOUS TOTAL TrtiS ESTIMATE TOTAL TO DATt
Description Unit Unit Price
Qty. Qly Amount Qty Amount Qty Amount
Mobilization LS 47,357.00 100% 47,357.00 0 0.00 !.00% 47,357.00
Clearing and Grubbing LS 32,500.00 1 100% 32,500.00 0 I 0.00 100% 32,500.00
Timber Salvage ILF 1 .00 1 ,000 702 702.00 1730 730.00 1432 1,432.00
Access Road LF 22.07 3,760 3760 82,983.20 0 1 0.00 3760 82,983.20
CMP Culverts LS 4,500.00 1 100% 4,500.00 0 0.00 100% 4,500.00
18" CMP Culvert LS 8,700.00 1 100% 8,700.00 0 0.00 100% 8,700.00
Crushed Rock SY 3.00 650 530 1,590.00 0 0.00 Q 1,590.00
Temporary Patch SY 3.00 650 242 726.00 49 147.00 291 873.00
Asphalt Concrete Pavement SY 15.00 650 530 7,950.00 0 0.00 a 7,950.00
Portland Cement Concrete SY 30.00 10 0 0.00 0 0.00 0 0.00
Bankrun Gravel TON 3.00 1 ,000 1430 4,290.00 : 98 1,194.00 1828 5,484.00
Slope Rocking CY 20.00 1 ,500 1132.9, 22,658.00 308. 1 6,162.00 1441 28.820.00
Bedding (Type 1I) LF 3.00 300 435 1.305.00 0 0.00 435 1,305.00
Bedding (Type III) LF 0.50 5,100 4918 2,459.00 0 0.00 4918 2,459.00
Scour Protection Rock LF 12.60 1,800 1430 18,018.00 0 0.00 1430 18,018.00
12" Sewer Pipe LF 30.00 300 329 9,870.00 0 I 0.00 329 9,870.00
8" Sewer LF 30.00 307 154 4:620.00 0 0.30 154 4,620.00
Overflow Structure LS 2,500.00 1 50% 1,250.00 50% 1,250.90 100% 2,500.00
Interceptor Cut In LS 1 ,000.00 1 100% 1,000.00 0 0.0 100% 1,000.00
M,H, No, 3 LS 1 ,250.00 1 100% 11250.00 0 0.00 100% 1,250.00
M.H. Type 1-48" EA 1 ,000:00 4 6 61000.00 0 0.00 6 6,000.00
Existing M.H. Depth VF 100.00 22 0 0.00 13.3 1,330.00 13.3 1,330.00
8" Drop Connection VF 70.00 10 8.1 567.00 0 0.00 8.1 567.00
12" Curv. Sewer Pipe LF 14.20 5,100 4988 70,829.60 0 0.00 4988 10,829.60
12" Cleanout EA 2,000.00 15 12 24,000.00 0 0.00 12 24,000.00
8" Cleanout EA 875.00 3 3 2,625.00 0 0.00 3 2,625.00
12" Cleanout Apron EA 478.00 11 0 0.00 8 3,824.00 8 3,824.00
Service Tees EA 350.00 9 10 3,500.00 0 0.00 3,500.00
6" or 8" Serv. Laterals LF 50.00 350 387 19,350.00 80 4,000.00 46 3,350.00
Television Monitoring LF 0. 20 5,100 0 0.00 0 1 O.OU 0.00
Spawning Gravel TON 15.00 1 ,000 925 13,875.00 0 I 0.00 925 13,875.00
Gabions CY 100.00 450 309 30,900.00 64 6,400.00 373 37,300.00
Subdrain LF I 6.00 1 ,000 11230 7,380.00 645 3,870.00 1875 11,250.00
30" Horizontal Well Point EA ICO.00 40 4 400.00 i 0 0.00 4 400.00
iHorizontal Well Point Extension LF 2.00 600 25 50.00 1 0 0.00 125 50.00
12" Culvert LF 40.00 300 j 260 1U,40U.00 0 0.00 260 10,400.00
Bridge Structure EA 4,000.00 2 0 0.00 3 12,000.00 3 12,000.00
Bridge Extra Span LF 100.00 20 0 0.00 0 0.00 0 0.00
4' Chain Link Fence EA 1 ,000.00 2 0 0.00 0 0.00 0 0.00
Chain Link Fence LS 5,000.00 1 0 0.00 0 0.00 0 0.00
Spring Head Drain EA 400.00 6 0 0.00 1 2 800.00 2 800.00
4' Willow Starts EA 1. 15 0,000 0 0.00 0 0.00 0.00
Finishing and Cleanup LF 2.00 5,400 0 0.00 0 0.00 0.00
Change Order No. 1 (-5,771.40) I (-5,771.40)
GRAND TOTAL $443,604.80 $35,935.60 $479,540.40
1
j I i
Y
n ���• CITY OF RENTON • DEPARTMENT OF ENGINEERING
• • MUNICIPAL BUILDING, 200 MILL AVE . SOLITH RENTON, WA 98055 . 235- 2631
PROJECT Honey Creek Phase Ill PROGRESS PAYMENT ESTIMATE NO. !_
ontraet No. Contractor king Construction Closing Date __ _ Sheeil_of �._
It Est PREVIOUS TOTAL THIS ESTIMATE TOTAL TO DATE
No Description Unit Unit Price Qty Qty Amount Qty Arnouni Qty Amount
Schedule "A" Basic Sewer
Replacement Work
1 Mobilization L.S. $24,000.00 1 /eey wgoo.00 o e"00 00
2 Sawcut Pavements LF •50 1280 754 37�00 0 '. ° U �gy 37740
3 Common Excavatio, for Street CY 6.00 1600 vo,00 ZZt30•tv
4 Subgrade Preparation for Street SY 5.00 4300 3- 5675.00 0 0 . 00 35 5 (o7.5;-.Do
F Asph. Conc. for Full Width Street TON 34.00 740 0 0•00 n 0 0. 00
6 Crushed Surfacing TON 8.00 1152 vkk. 5-330,110
=j3U.yo 0 66i•3
7 Temporary Cold Patch SY I 6.00 300 c04,k 7--27. $0 D ta-L -7z7-7.60
Cement Concrete Pavement Patch SY 100.00 8 0 O,Oo 0. 00
9 Asph. Concrete Pavement Patch TON I 100.00 165 '5 5Z600,LID 0 yZG SZ�Oo,
0 Monument EA 150.00 5 e c•C ' 0
1 Bedding Material TON 8.00 870 r300 5I (<s St.00 B �.,r bysZ,08
Bank Run Gravel TON 4.50 6645 iv39,0z 75, 67 p N's9.oz �•y7r
3 Foundation Material TON 10.00 50 0 0,00 o p o.cn
4 12" Sewer Replacement LF 30.15 1583 56B u7787.75 0 iSBS y778775
5 12" Sewer in New Location LF 30.00 415 3�71 //, 150,00 0 9/ !/ 730-60
G Existing Side Sewer EA 50.00 27 31 :5S0.00 N 37 /Sro00
7 Side Sewer Length LF 20.00 150 i5l6.5 J 1 30.00 0
8 Side Sewer Tees EA 75.00 27 31 7-3Z5'-00 0 I 3/ z3zS.00
9 Television Monitoring LF .75 1998 t 0,00 - ia!o.so
i060. 50
U Type I - 48 Manhole EA 2,000.00 2 Z 00 I o o•ou Z yoa0.0 0
1 Extra Manhole Depth VF 10.00 12 1 I y0•°o 0
y �0,0
? Manhole No. F051 Drop Connection L.S. 1,500.001 1 D
;li^�1Y ;.�cp,gp �
3 Existing Manhole Connections EA 500.00 17 /7 0600160 0 I i9 8'5-oQCPd
Manhole #F045 Drop Connection L.S. I 1,500.00 1 i5o0.00 / ioo
0
5 Finish - Cleanup LF 5.00 1998 ° O0 7oz5.cn I��Z}o�
Subtotal Schedule "A"
/ 9/ 3y0•yZ //L2S,Spl Z_GZ56S.9Z
Schedule "B" Additive Sewer
Replacement Work
1 Sawcut Pavements LF 2.00 50 0 °0 0 0,00 0 n.00
2 Common Excavation for Street CY 6.00 180 0 o-Ov 0
3 Subgrade Preparation for Street SY 5.00 490 v 0, 0 0 0 .19 '
4 Asph. Conc. for Full width Street TON 34.00 145 0 o,00 v 0o0
5 Crushed Surfacing TOC I 8.00 242 39•G 51040 ••1•(0 �✓��°
6 Monument EA '50.00 1 0 ("00 -Gv
7 6edding Material TON 8.00 100 100,5 b50.a0 IAO'3
8 Bank Run Gravel TON 5.00 400 9"3 7(06.6W 3e,;' /76s:G o
9 12" Sewer in New Location LF 32.50 232 Z33 7 ,7Z. `>U Z33 75"7Z '90
Television Monitoring LF .75 232 0.00
1 Type I - 48 Manhole EA 1,500.00 1 / .06,0° i isc0•vo
2 Extra Manhole Deptt VF 75.00 2 e' 0 ,00 o v. 0 0
3 Existing Manhole Connections EA 500.00 1 7 c- d ' s eo.cw
4 Finish - Cleanup LF 5.00 232
Subtotal Schedule "B" /�0 67 00
I
CITY OF RENTON • DEPARTMENT OF ENGINEERING
• _.7r • MUNICIPAL BUILDING. 200 MILL AVE SOUTH RENTON , WA 96055 . 235- 2631
INV PROJECT Honey Creek Phase III PROGRESS PAYMENT ESTIMATE NO _ ____
King Construction Company
�ontract No. _ Contractor Closing Oate -. Sneet -_'_nf �
;t Est PREVIOUS TOTAL TItIS _ESTIMATE TOTAL TO DATE
No Description Unit Unit PriceQ "'--
;y. Qty Amount Qty Amount Qty Amount
Schedule "C" - Additive Sewer
Replacement Work
1 Sawcut Pavements LF $ 1.00 20
2 Crushed Surfacing TUN 8.00 55
3 Asphalt Concrete Pavement Patch TON 100.00 60
4 Monument EA 150.00 1
I
5 Bedding Material TON 8.00 60
6 Bank Run Gravel TON 5,00 360 I
? Foundation Material TON .01 50
3 Carrier Pipe Replacement L.S. 30,000.00 1 /cwfo �Gtr�o.00 0 0 .0o roost 3o aDO.«�
9 12" Sewer Replacement LF 32.50 108
0 Television Monitoring LF ,75 323 c o•oo Z�5 /6 / zs� Z'S ��/ rs
1 Existing Side Sewer EA 50.00 2
2 Side Sewer Lergth LF 2C.00 ID i
3 Side Sewer Tees 75.00 2
Install New Pipe in Exist.Manhole EA 500.00 4 Z i000.oc Z /voo• an y �`�' ``
Finish - Cleanup LF 5.00 323 0 S ^/o7T•4o
Subtotal Schedule "C" 3i, 000.00 ez3B•zs 33L36.zs
Schedule "D" - Additive Sewer
Replacement Work
Sawcut Pavement LF .75 660 o,o0 641/ je80, 75-
Crushed Surfacing ITON 8.00 60
',emt orary Cold Patch oY 6.U0 360 Z0 7 I lzaz 'Ob O O•oo Z07 iZ tz•oG
Asphalt Concrete Pavement Patch TON 100.00 60
Monument EA 150.00 1
Bedding Material TON 8.00 160
Bank Run Gravel TON 5.00 470
Foundation Material TON .01 50
12" Sewer Replacement LF
32.50 310 3w 1C075.o0 In i o•oa 37o ioo7s'.ao
Television Monitoring LF •75 310 o a.v0 3i0
232.5 3/0 Z3Z.50
Existing Side Sewer EA 50.00 9 9 a 50.00 o p,00 y w Se.00
' Side Sewer Length LF 20.00 45 ao 38 ;�o•Oa
3 Side Sewer Tees EA 75.00 9 9
Existing Manhole Connections EA 500.00 2 Z .000.00 /000,cc-
Finish - Cleanup LF 5.00 310 O O•�� 310 /,550.00 ,3/o /5o 5 - 4v
l
Subtotal Schedule "D" /,/aZ,7S /76Z•540 /`y",S.zS
G+•+,7r c�.�._ W/ ,,vtcvoa• Fi-orlF /V.il, /Z, /69.59 iyri Zl< 356.7Z 1" 30, I;zs 5I
GRAND TOTAL Z&ib17.d(o yz,767,?7 3cyyblT•N
Subtotal Schedules "A" "B" "C" & L(e lrg7,44. I yZ, 7e,7,97 ;cu W5.93
>) Retainage: 5% x (a). 73, ce•/.e;< z, /3e,+n 4223. Z7
Earnings Payable this Estimate 2 yv62g,s7 Z69ZyL•r
(a) - (b). v8vir,59
i) Sales Tax: 8.1% x (a).
ZI/I't7,r/9 3, Nri4. 7J 2d 66/, ;70
Amount Due this Estimate (c) 8 (d
�) Grand Total (a) 8 (d). Z(o9,ela.oe � yy 093,70 315 9� 3.Sb
2j4Z,89N.9S yG zsz.ie 3z9 iz7L3
yf SE8 /,rP,44,fi•E Tr18JcA%70n1
M ON'T4-ILY i�ROGRE55 PAYMEN-i"
SuMMgtZ�C OF WORK COMPL27PE.p FpR
MoNTW OF C) L-xc � 5
4CCEPTED FAY CON �2AcToR -- _ DA"fE
tTEM DES�RIPTtoN Q'CY, QW7 PQ�c� AMOUNT
�-�-v.s�.ed Ruc,1� 4sib TUN
7 �Ce,��cn,�nti col t��l-•-l�. t3� 5.`l,_
It �u,, C-�..n.✓el Be�d� ►�,, Sit, on -�v�.r --
1Z- $wr,k_ ��..,•. c�u•ss F> 11plo.t� -rri..1
—W} Il" Cawr,..i AAw
I
I:A
Got -
Dt
CA
.,C' �Sit2-S✓�j .Z(ML C MILS. P�y 1VO(J �-.�•
12" 6vau/� Se"'t -- - — - -3tU ----
bl -----
�1L
D F Z
MoNT�-1�Y PROGRE-55 PAYMENT
�i _- .emu MMARY OF woRK coMPLeTE.D fpiZ
"ON-rW OF dck,)bti,, i �ssS
_F'P.Y E-��T 3 , PREPARIrO B-f s
REM .DESCRIPTION QTY, UNIT Awzme- AMojRT
Lcar� 1 Ek�Sfi I�w.+�o�G -L 5A,
SNEEi Z OF Z
CITY OF RENTON • DEPARTMENT OF ENGINEERING
A
+ ,a • MUNICIPAL EUILDINO, 200 MILL AVE. SOUTH, RENTON. WA. 98055 . 235- 2e31
PROJECT Honey Creek Phase IIIT _ PROGRESS PAYMENT ESTIMAT NO.
/� E
contract No. Contractor _ K,,,o Construction Closing Date, Sheet l_of�
Q Est PR--VIOUS TOTAL THIS ESTIMATE TOTAL TO DATE
No Description L i,t Un,t rice
QtY. Qty. Amount Qty. Amount Qty Amount
Schedule "A" Basic Sewer
Replacement Work
1 Mobilization L.S $24,000.00 1 y ,co 0 0•0• /qp io Z4''�•0 '
2 Sawcut Pavements LF .50 1280 p 99'1 -7, 00 75f 377,0'
3 Common Excavation for Street CY 6.00 1600 ao.0e p 4,00 /,ro ya.00
4 Subgrade Preparation for Street SY 5.00 4800 0.0. 1135 - as '6,7riDO
5 Asph. Conc. for Full Width Street TON 34.00 740 1;0 0•00
6 Crushed Surfacing TON 8.00 1152 7 7.00 4461.6 s
7 Temporary Cold Patch SY 5.00 300 �353.00 39 �3 ,po I�y;G zz7.bd
8 Cement Concrete Pavement Patch SY 100.00 8
9 Asph. Concrete Pavement Patch TON 100.00 165 pj.} /p�400,c0 szv 5"z�c,n
LO Monument EA 150.00 5 o.0v 0
!1 Bedding Material TON 8.00 870 -s*z , L;�,o,q,44 34 N32 .04� dos 0415Z,66
.2 Bank Run Gravel TON 4.50 6645 272.74 57L7 , 68 L4-i"27, 7,, . , , ziH•*z 7651I
3 Foundation Material TON 10.00 50 0 0•00 0 0,00 0 0,00
4 12" Sewer Replacement LF 30.15 1583 /0 17( /sS.G'S /585 q;79;r. 74
5 12" Sewer in New Location LF 30.00 415 73o.oc 0 O.co 39I I/7aa,o�
6 Existing Side Sewer EA 50.00 27 Z; /9 -;-0.00 <f Zao.00 gi /s4o. 0
7 Side Sewer Length LF 20.00 150 /yg.s 3, 30.00
Z97D•o0 $ /lOG�-vv /5fm.
8 Side Sewer Tees EA 75.00 2i z7 7--ZT`:, I 3c ..- 0 31 z ,zs.ou
9 Television Monitoring LF .75 1998 a, p. 00 0 0-oo 0 0 0
0 Type I - 4t Manhole EA 2,900.00 ( 2 Z I yono•a=' D o 00 Z. 04W-0
Extra Manhole Depth VF 10.00 12 ( 0
Manhole No. F051 Drop Connection L.- i,�D�.DD i 7 %%.- p c,a•o n
3 Existing Manhole Connections EA 500.00 17 t/ >ct,570,ov / 7 v400.o�
4 Manhole 0045 Drop Connection L.S. 1,500.00 1 /0p!i /Sow"x O 7,00 /o0j� %5oa. 0o
7 Finish - Cleanup LF 5.00 1998 O o. 00 o p.e o p o.00
Subtotal Schedule "A"
�5 � 37,9353 � I`i1 3`fo.NZ
Schedule "B" Additive Sewer
Replacement Work
1 Sawcut Pavements LF 2.00 50
2 Common Excavation for Street CY 6.00 180
3 Subgrade Preparation for Street SY 5.00 490
4 Asph. Conc. for Full width street TON 34.00 145
5 Crushed Surfacing TON 8.00 242 39. 31a r'-0 0 0.00 , �.� iU• 8�
6 Monument EA 150.00 1
7 Bedding Material TON 8.00 100 /O03 jygo,440 0 0.00 063 ego.4,P
8 Bank Run Gravel TON 5.00 400 353 /, 7wdi.0 0 0.00 353 ), 997500
9 12" Sewer in New Location LF 32•50 232 Z3s 7. 1772.o6e; 0 o w Z33 '7 57� ao
0 Television Monitoring LF •75 232
1 Type I - 48 Manhole EA 1,500.00 1 /5 -0,LV 0 0.00 /yoo.oa
2 Extra Manhole Depth VF 75.00 2
3 Existing Manhole Connections EA 500.00 1 / 5n0.0v 0 p, OJ 500-a'
4 Finish - Cleanup LF 5.00 232
Subtotal Schedule "B"
/Z�o�f, 0
CITY OF RENTON • DEPARTMENT OF ENGINEERING
,4 • MUNICIPAL BUILDING, 200 MILL AVE SOUTH, RENTON. WA 96055 . 235- 2631
PROJECT_ Honey Creek Phase III
PROGRESS PAYMENT ESTIMA�O.,e�_
contract No. Contractor king Construction Company i0 -3/ B-s
Closing Dat _ 5heeI2 of-2-
Iterr Est PREVIOUS TOTAL THIS ESTIMATE TOTAL TO DATE
No Description Unit Unit Pace
Qzy, Qty. Amount Qty. Amount Qty Amount
Schedule "C" - Additive Sewer
Replacement Work
I Sawcut Pavements LF g 1.00 20
2 Crushed Surfacing TON 8.00 55
3 Asphalt Concrete Pavement Patch TON 100.00 60
4 Monument EA 150.00 1
5 Bedding Material TON 8.00 60
6 Bank Run Gravel TON 5.00 360
7 Foundation Material TON .01 50
8 Carrier Pipe Replacement L.S. 30,000.00 1 o
9 12" Sewer Replacement LF 32.50 108
0 Television Monitoring LF ,75 323
1 Existing Side Sewer FA 50.00 2
2 Side Sewer Length LF 20.00 10
3 Side Sewer Tees 75.00 2
4 Install New Pipe in Exist.Manhole EA .500.00 4 Z I004.410 Z-
i o0 0•0�
Finish - Cleanup LF 5.00 323
Subtotal Schedule "C"
Schedule "D" - Additive Sewer
Replacement Work
1 Sawcut Pavement LF .75 660 0 0• �0
2 Crushed Surfacing TON 8.00 60
? Temporary Cold Patrh SY G,00 360
4 Asphalt Concrete Pavement Patch ITON
100.00 60
5 Monument .A 150.00 1
6 Bedding Material TON 8.00 160
7 Bank Run Gravel TON 5.00 470
3 Foundation Material TON I .01 50
9 12" Sewer Replacement LF I
32.50 310 a 0•00 310 Jo:^ r.ou ago ;oo247G-
0 Television Monitoring LF .75 310
i Existing Side Sewer EA 50.00 9 0 0.00 17 �fsoro -7 ygv.. .
2 Side Sewer Length LF 20.00 45 0 0.00 56
7(co.cw ?P 7G,O.cx�
3 Side Sewer Tees EA 75.00 9 0 0.00 9 w76 4b
4 Existing Manhole Connections EA G7 S' °o
500.00 2 o
5 Finish - Cleanup LF 5.00 310
Subtotal Schedule "D" o.o� o&L,74" /,l i0L.75
cmvo�no.v s
GRAND TOTAL
i) Subtotal Schedules "A" "B" "C" 8 70e'79, JJ g35iepi8.c3 2G I, &47•
j) Retainage: 5% x (a),
Earnings Payable this Estimate
(a) - (b).
1) Sales Tax: 8.1% x (a).
Amoun' Due this Fstimate (c) 8 (d
r) Grand Total (a) 8 (d).
U.
rw<. Page 1 of 2
CITY OF RENTON
PUBLIC WORKS DEPARTMENT
GUNTRACT CIIANGE ORDER AGRLEMENT
S
CONTRACT Honey Creek Sewer Replacement, Phase III � ,104
CONTRACTOR King Construction Company,
4734 SW 312th Place CAG-062-AS
SUM1 ARY OF PROPOSED CHANGE
Add Misc. Utility Work on Pro'ect
A. Added force Account Sewer Service Relocation r
8 679.01 G-79.al
B. Added Force Account Sewer Service Relocation v
824,65 8 iy"
C. Added Force Account Sewer Service Relocation Y
400.81 gw.sl
0. Changed Condition MH E 405 $ N 28th St. v
L.S. 3,450.00 3y56_e0
L. Change Materials from PVC Pipe to DI x
- 9,928.04 992g•04
F. Overlay Revised Cost 380 Tons at $41,25/Ton it,•'�A-S
15,675.00
G. Manhole Adjustment 4 each at $200
800.00 e000
H. Adjust Existing Fire Hydrant Laterial
L.S. 2,153.26 2151..ZL
1. Grade Adjustment L.S. 1 ,600.00 a 14W
J. Storm Drainage Revision in 28th Place - Force Account Y
2,019.97 ZU19*_7
K. Added Sewer Service Relocation - For 1 o n 824.73 Y
/ti 14,13
I- Added Sewer Service Relocation - Force Account
1 ,321.94 � 8 21.94
M. Added Extra Support for Storm Sewer
L.S. Z235.01 �' '� ZZ'sa
N. Added Ductile Iron Sewer Tee's and Pipe 645' L.F. at $5/LF 3,2^'22.00 3 ZgOd00
All work, materials and measurements to be in accordance withothenprovtsionseof the Standard Specifications and Special Provisions for the type of construction involved.
UiIRGINAI. CON`TkA6'T fUiUBT-CUIMRAGf-1 TS-TfF{ATEU74-ETCNAI[G-E ESnVA7ED CON'fitA
ff
AMOUNT i AMOUNT THIS ORDER TOTAL AFTER CHANGE
SIGNATURES: CONTRACTOR DATE
PROJECT ENGINEER Jr
DATE .. ' r /)�.
APPROVED BY /4 DATE 2 5 1�
ubl�c NorTcs Ulrector
0 C
679 . 010 +
824 . 650 +
400 . 810 + j
800 - 000 +
2 153 . 260 +
1 600 . 003 +
2 019 . 970 +
1 824 . 730 +
1 321 . 940 +
2 235 . 010 +
3 240 . 000 +
8 250 . 000 +
38 727 . 420 s,
• N_
Page 2 0—`
*CITY OF RENTOH
PUBLIC WORKS DEPARTMENT
CONIRACT CHANGE ORDER AGREEMENT Ic
CONTRACT Honey Creek Sewer Replacement, Phase III
4734 SW 312th Place CAC-062-85
CONTRACTOR King Construction Company, Federal Way WA 98073 Phone: 838-7819
SUMMARY OF PROPO, D CHANGE _
Continued from Page I .
15 Tees at $550 each 8,250.00 >< 0ZsoW
Subtotal $54,402.51
8.1t Sales Tax 4,406.60
TOTAL $58,809.11 3tilZ�y2
RSfj
11 work, materials and measurements to be n accordance with the provisions of the
itandard Specifications and Special Provisions for the type of construction involved.
URIGINAI CUN'TkAGI GllkitEtl�CUNi�AC��Sfijt TCD-'Ef Cf1ANG -EST hV1'(€U CUNTRAC
AMOUNT I AMOUNT TrIIS ORDER TOTAL AFTER CHANGE
$370,204.88 I$370,204.88 $59,80n.li 4429.013.99
IGNATURES: CONTRACTOR
DATE
UJECT ENGINEER DATE
PROVED BY fi.C
ub�ic Nor s D rector" ATE ✓ j rt'
f
�"
Y
� �
��a' M
� . ,
C.O. M 2
MF.
CITY OF RENT014
PUBLIC WORKS DEPARTMENT
CONTRACT CIIAIIGE ORDER AGREEMENT
CONTRACT Honer Creek Sewer Replacement, Phase III , CAG-062-85
CONTRACTOR Kinq Construction Com an 'Fe
73 S.W. 312th Place
P y F d ral Way WA 98073 838-7819
SUMMARY OF PROPOSED CHANGE Add Force Account Work
Install Type E Curb on N.E. 28th St. Cul-de-Sac
East of I-405 Lump Sum $863.09
8,1% Sales Tax 69.91
Total $933.00
All work, materials and measurements to be in accordance with the provisions of the
Standard Specifications and Special Provisions for the type of construction involved.
BRIG NAL EONTAA R I C NTACT—ES-TWED-fJET CNAAG-F-1 Egg-TED CUNTRAC
AMOUNT AMOUNT THIS ORDER TOTAL AFTER CHANGE
$370,204.88 $429,013.99 $933.00 $429,946.99
SIGNATURES: CONTRACTOR // <
PROJECT ENGINEER--62' eC 4Lw DATE
APPROVED BY 7� _ DATE ZIf 4 QG
Pubffc WorTcs D rector
a
STATE (Y WAtHNGT(Nv
DEPARTMENT Of LABOR AND INDUSTRIES
April 14, 1986
SECOND REQUEST
King Construction Company
4734 SW 312th Place
Federal Way, WA 98023
Re: Firm No. 181,524-00-0
Gentlemen:
We have been advised that your firm has completed a contract calling for the
Money Creek Sanitary Sewer, Phase III project for the City of Renton. Before we
can issue a release certifying that the industrial insurance and medical aid
premiums have been paid on this contract, it will be necessary that you furnish
us with the NAMES, ADDRESSES, TYPE OF WORK PERFORMED and COMPLETION DATES of
subcontractors used. Do not include suppliers of material.
Very teu1y yours,
Kaye Kjorlaug
Administrative Assistant
� r7 , Contractor Compliance Unit
L� Phone (206) 753-4398
CR9A:S:15-am27.1
cc to
L The City of Renton
200 Mill Avenue S
Renton, WA 98055
A r
OH k'`-
PUBLIC WORKS DEPARTMENT
DESIGN/UTILITY ENGINEERING 9235-2631 0
MUNICIPAL BUILDING 200 MILL AVE.SO. RENTON,WASH. 98055 9•q, ` d
rFa SEP111.016P
t
TO: �r.: � '1/' '� DATE: "i 't' ' .JOB NO.:
RE' Ot'4 ilri C .K'i
+ � ter•,; _ �;o�-
GENT+FMEN:
WE ARE SENDING YOU ,d ATTACHED a UNDER SEPARATE COVER VIA THE FOLLOWING ITEMS:
❑ SHOP DRAWINGS ❑ PRINTS a REPRODUCIBLE PLANS a SPECIFICATIONS
O COPY OF LETTER a
COPIES DATE NUMBER IPTI AND REMARKS
THESE ARE TRANSMITTED AS CHECKED BELOW:
O FOR APPROVAL ❑ APPROVED AS SUBMITTED a RESUBMIT COPIES FUR APPROVAL
,d FOR YOUR USE ❑ APPROVED AS NOTED ❑ SUBMIT COPIES FOR DISTRIBUTION
t( AS REQUESTED ❑ RETURNED FOR CORRECTIONS o RETURN CORRECTED PRINTS
❑ FOR RLVIEW AND COMMENT n _ ❑ Ph1NTS RETURNED AFTER LOAN TO US
COPIES TO:
_._ SIGNED _ W!✓
TITLE � lr /• t: __..
IF ENCLOSURES ARE NOT AS NOTED, KINDLY NOTIFY US AT ONCE
King Constructiorto. Inc.
4734 SW 312th ?I.
Federal Way, WA 98023
838-7819
TO j4vrlC5 — C''/-r, 3
L
GENTLEMEN
WE ARE SENDING YOU Q Attached G Under separate cover via It
LAr
ItUW
Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifieetioen
Copy of letter ❑ Change order ❑
COPIES DATE NO. OESCRVTION
--- 10a a
I
THESE ARE TRANSMITTED as checked below:
For approval C_ Approved as submitted Resubmd,.cop�es for approval
For your use ❑ Approved as noted r Submit—copies for distribution
As requesters S- Returned for corrections G Return corrected prints
L: For review and comment
C: FOR BIDS DUE t9 ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS_—_--,—
COPY
' SIGNED:
11.ncbwm am°er.. ImWd. YIACIy nebfy uA of ooc.,
Vk µ
FL 325
Rev. 10/14/70 Contract No. C.A.G. 062-85
F3TICE OF COMPLETION OF PUBLIC WORKS CONTRACT
To: State of Washington Date: February 19, 1986
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 project
described below:
Description of Contract Honey Creek, Sanitary Sewer Phase III
Contractor's Name King Construction Company
4734 S.W. 312th Place
Contractor's Address Federal Way WA 98023 (838-7819)
Date Work Commenced July 15, 1986
Date Work Completed February 19, 1986 Date Work Accepted: February 24, 1986
Surety or Bonding Company Fairmont Insurance CO.
Agent 's Address z c/o Benson Co. , 500 South Lander St. , Seattle WA 98134
Contract Amount $342,465.19 w/o tax Amount Disbursed $335,394.33
Additions ( 17,110.46) UevcT Amount Retained 16,265.49
Sales Tax 26,365.09 Total 351 ,659.82
Total $351 ,659.82
By
Disbursing Officer - Finance Director
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
close UPI ?.�,,a�t, Cyr..
Co �� /Itad�hw� UN�-f AC �-,Ich P.ue
-Felt A Zs
My Ot 6 f k.J 44"J
3 ? , 727 yZ rs c�vt
`pievw Cy� CP"J L Cn 5
Pa tl ^om bu c.
i
DATE: February 19, 1986
TO: FINANCE DIRECTOR
FROM: PUBLIC WORKS DIRECTOR
SUBJECT: PROGRESS PAYMENT
CON'1'RAC'IOR:_ King Construction Company ESTIMATE NO. y5
CONTRACT NO. 062-85 PROJECT;_ Honey Creek Phase III
Sewer Replacement
1. CON'I'RAC1'011 EARNINGS 'IIIIS ESTIMATE $ 20,84,,.30
2. SALES TAX @ 8.1T, 1 ,688.39
3. '1'0'I'AI. CONTRACT MRIUNT '11115 ESTIMATE $ 22,532.69
4. EARNINGS PREVIOUSLY PAID CONTRACTOR $ 289,242.16
S. *EARNINGS DUE CITRACTOR 1'1I1S ESTIMATE $ 19,802.08
6. SUBT0'I'AL - CONTRACTOR PAYMENT'S $ 3U9,044.24
7. RVI'AINAGE ON PREVIOUS EARNINGS $ 15,223.27
B. ** RLTAINAGE ON EARNINGS T'tllS ESTIMATE 1 ,042.22
9. SUBTOTAL - RETAINAGE $ 16,265.49
10. SALES TAX PREVIOUSLY PAID $ 24,661.70
11. SALES TAX UUE 'I111S ES1'IhfATE 1 ,688.39
12. SUBTOTAL - SALES TAX $ 26,350.09
*(95% x Line 1) GRAND TOTAL $ 351 ,659.82
**RETAINAGE: 5%
FINANCE DEPARTMENT ACTION:
PAYMENT TO CONTRACTOR (Lines 5 and 11):
ACCT. j 42 00/015.596.38.65.19 $ 21 ,490.47 N 5-Final
ACCT. M $
ACCT. M $ /`
ACCT. N $ r
ACCT. N $
RETAINED AMOUNT (Line 8):
ACCT. # _421/000/015.596.38.613.19 $ 1 ,042.22 / 5-final
ACCT, f $
ACCT. N $ r
ACCT. Y $ I'
ACCT. / $
CHARTEn 116. LAWS OF 1905 TOTAL THIS ESTIMATE
CITY OF RENTON CERTIFICATION 1 J
1 mf uwtgsr.N[D DD 'immS CfRm ~a nmLty of
IfJ1"VA THAT THE MA1tAH,q HAVE RffN TUANISRM. me
Sfft"'ft( @"rR THI IJVIOR ffAApRMID AS USSVtgfD
NfRF'C AND I,MT 1111 CLAIM IS A JUST, 0111 All Ull&,D
CJLK A110N A(L"ST me CT Of Rd10,t AM THAT 1 AM
AIIlHo"I D TD A✓♦ if AM CNnrt 10 C1Ml
CITY OF NTON • DEPARrmE*T OF ENGINEERING
• • MUNICIPAL BUILDING. 200 MILL AVE 960
. SOUTH. RENTON. WA 55- 235-2631
�Jc
�� II
PROJECT Nnney Creek Phase I _ PROGRESS PAYMENT ESTIMATE NO. 5 8 Final
.ontract No. `1b1'F5 Contractor_ King Construction
Closing Date 2./19/86 ____ Sheetl_of
-L
I1 Est tPREVIOUS TOTAL THIS ESTIMATE TOTAL TO DATE rio. .e*-rlpt�on Unit Unit Price
Qty Qty Amount Qty A,nount Qty Amount
Schedule "A" Basic Sewer
Replacement Work
Mob" zation L.S. 524,000.00 1 100% $ 24,000.00 0 0.00 100% $ 24,000.00
Sa. Pavements LF .50 1280 754 377,00 p
C� `xcavation for Street Cy 6.00 0.00 754 .00
1600 380 2.280.OG 0 0.00 2,2808C.OG
4 Sul. ,oe Preparation for 5treet Sy 5.00 4800 1135 5,675.00 0
5 Aspl:. Conc. for Full Width Street TON 41.25• 740 . 1 5,615.00
0 0.00 426 17,572.50 0 42E26 17,F72.50
6 Cr: .bed Surfacing TON 8.00 1152 I666.3 5.330.40 13. 109.60 680 5,440.00
Te:grary Cold Patc: Sy
6.00 300 1204,E >„17.60 0 0.00 1204.( 7,227.60
d Ce lent Concrete Pavement Patch Sy 100.00 6 0
0.00 0 0.00 0 0.00
9 + •1, Concrete Pavement Patch TON 100.00 165 526 52,6D0,00
:U .lament 21 2.100.00 547 54,700.00
fA 150.00 5 p 0.00 0
l dcddin9 Material TON 0.00 I 0 0.00
8. 806,51 6,452.08 I 0 0.00 806.51,l 6,452.08
Bank Run Gravel TON 4.50 50 b645 645 1439.0 6,475.59 0
0.00 1439.(�2 6,A0.059
0
3 foundation Material TON 10.00 50 0 0100 0 0.00 0
.00
4 12" Sewer Replacement LF 30.15 1583 1585 47,787,75 0 0.00 1585 47,787.75
5 12" Sewer in New Location LF 30.00 415 391 11,730,00 0
0.00 3y1 11,730.00
Existing Side Sewer EA 50.00 27 31 1,550.00 0
r 0.00 31 1,550.00
Side Sewer Length LF 20.00 127 156.5 3,130.00 0 0.00 156.5 3,130.00
8 Side Sewer Tees EA 75.00 27 31 2,325.00 I 0
1 Television Monitoring LP 0.00 31 1,060.00
SO
.75 1998 1414 1,060.50 0 I 0.00 1414 1,060.50
Extra Manhole Depth VF 70
Type I - 48 Manhole EA 2,000.00 2 2 I 4,000.00 0 0.00 2
4,000.00
.00 12 4 40,00 0 I 0.00 I 4 40.00
3
:lanhol. iGSi Dt ov Connecti m, l.S. 1,5,00.UO 1 100% 1,500.00 0
' Existing Manhole Connections EA 500.00 17 0.00 �1017 1,500.00
17
4 Manhole YF045 Drop Connection L.S. 1,500.00 1 X
1 1,500.00 0 0.00 ,500.00
1,500.00 0 0.00 100% 1 1,500.00
'i Finish 100
- Cleanup LF 5.00 1998 1805 91025.0n 0
---. 0.00 1805 i 9 025.00 -
Subtotal Schedule "A" 202,565.92 19,782.10 222,348.0
Schedule "B" Additive Sewer
Replacement Work
I
1 Sawcut Pavements LF 2.00 50 0 0.00 0 0.00 0
2 Common Excavation for Street Cy 0.00
6.00 180 0 0.00 0 0.00 D 0.00
3 Subgrade Preparation for Street SY 5.00 490 0 0.00 0
a Asph. Conc, for Full width Street TON 0.00 0 00
34.00 145 0.
0 O.OU 0 0.00 0 0.00
5 Crushed Surfacing TON 8.00 242 39.6 316.80 0
6 Monument000 D
316.80
EA 0.0o
150.00 1 0 0.00 0 .
/ Bedding Material TON 6.00 100 106.3 850,40 0
9 Dank Run Gravel 0.00 106.31 850.40
TON 5.00 400 353 1,765.00 0 0.00 1353
9 12" Sewer in New Location LF 1,765.00
32.50 232 233 7,512.50 0 0.00 I233 7,572.50
J Television Monitoring LF
.75 232
0 0.00 0
I Type I - 48 Manhole EA 1,800.00 1 0 0 U,W
1 1,500.00 0 0..00 00 ] 1,5D0.00
2 Extra Manhole Depth YF 75.00 2
0 0.00 0 0,00 0 0.0
3 Existing Manhole Connections EA 500.00 1
I Finish - Cleanup1 500.OU 0 0.00 1
LF 5.00 232 233 1,165.00 0 0.00 233 500.0
,
Subtotal Schedule "B" 1 165.0S 13,669.70 0 O.pp
$ 13,669.7 -
Change Order R2
(a Unit Price Changed per C.O.01) LS 0 -0- 100% 863.09 100% 863.0
i
CITY OF NTON • DEPARTMEff OF ENGINE'.ERING
MUNICIPAL BUILDING, 200 MILL AVE. SOUTH, RENTON, WA 90055. 235-2631
PROJECT Honey Creek Phase Ill _ PROGRESS PAYMENT ESTIMATE NO -5-1-Final
�ontreet No. 062-85 Contractor King Construction Company Clos.n
9 Date-2L19186- Sheet=of
.t No Deeeriptron Unit Unit Price Est PREVIOUS TOTAL THIS ESTIMATE TOTAL TO DATE
QY Qty Amnunl Qly Arn o�nl Qty ArnOunl
Schedule "C" - Additive Sewer
Replacement Work
1 Sawcut Pavements LF b 1.DO 20
2 Crushed Surfacing TON 8.00 55
3 Asphalt Concrete Pavement Patch TON 100.00 60
4 Monument EA 150.00 1
5 Bedding Material ITON 8.00 60
6 Bank Run Gravel TON 5.00 360
% roundation Material TON .01 50
3 Carrier Pipe Replacement L.S. 30,000.00 1 100% IE 30,000.00 0 0.00 100% f 30,00.00
9 12" Sewer Replacement LF 32.50 108
0 Television Monitoring LF ,75 323 215 161.25 0 0.00 215 161.25
1 Existing Side Sewer EA 50,00 2
2 Side Sewer Length LF 20.00 10
3 Side Sewer Tees 75.00 2
1 Install New Pipe in Exist,Manhole EA 500.00 4 4 2,000.00 0 I 0.00 4 2.000.00
5 Finish - Cleanup LF 5.00 323 215 11075.00 0 _ 0,09 215 1,075.00
Subtotal Schedule "C" 3 33,236.25 S 0.00 S 33,236.25
Schedule "D" - Additive Sewer
Replacement Work
1 Sawcut Pavement LF .75 660 641 480,75 0 0.00 641 480.75
Crushed Surfacing TON 8.00 60
4 I 'Pi,puru ry Coid Patch SY 6.UO 360 1207 1,242.00 0 i 0.00 207 I 1,242.00
Asphalt Concrete Pavement Patch TON 100.00 60
Monument EA 150.00 1
1 Bedding Material TON 8.00 160
I Bank Run Gravel TON + 5.00 470
3 Foundation Material TON III ,01 50
0 9 12" Sewer Replacement LF 32.50 310 310 10,075.00 0 0.00 310 10,075.00(
Television Monitoring LF ,75 310 310 232/50 0 0/00 310 232.50 -
Existing Side Sewer EA 50.00 9 9 450.00 0 0,00 9 450.00 -
Side Sewer Length LF 20.00 45 38 7W O0 0 0.00 38 760,00
3 Side Sewer Tees EA 75.00 9 9 675.00 0 0.00 9 675.00
4 Existing Manhole Connections EA 500.00 2 2 1,000.00 0 0.00 2 1,000.00
Finish - Cleanup LF 5.00 310 310 1,550.00 0 0.00
Subtotal Sch, ule "0" 310 1,550.00
16,465.25 `"O'?Tff --
Change Order Mi Including Force S N.A. 38,528.31 N.A. 199,11 N.A, 3g,727,42
Account
TOTAL 304,465.43 20,844.3G
1) Subtotal Schedules "A" "B" "C" B 325,309.73
"0" and Change Orders 304,465.43 20,844.30 325,309.73
�:) Re to lna qe: 5% x (a). 15,223.27 1,042.22 16,265.4_) Earnings Payable this Estimate
289,242.16 I 19,802.08 309,044.24
1) Sales Tax: 8.1% x (a). 24,661.70
1,688.39 26,350.09
) Amount Due this Estimate (c) 8 ((1 313,903.8
F) Grand Total (a) 6 (d). 2 , 335,394.33
329,127.13 22,532.6932,69 351,655.i.2
See Separate Tabulation n,
I
DATE: February 19, 1986
TO: FINANCE D1RELFOR
FROM: PUBLIC WORKS DIRECTOR
SUBJECT: PROGRESS PAYMENT
CONTRACTOR: King Construction Company EST1h1ATE NO. q5
CONTRACT NO. 062-85 PROJECT: Honey Creek Phase III
Sewer Replacement
1. CONTRACTOR EARNINGS 'IIIIS ESTIMATE $ ZO, 0ay.3o
2. SALES TAX N 8.1% Lots-I of
3. 1'01'AL CONIRAT MIOUNI' 1IIIS ESTIMATE S z-z s (,09
A. EARNINGS PREVIOUSLY PAID CONTRACTOR $ 289,242. 16
S. *EARNINGS DUE: CONTRACTOR 7111S ESTIMATE ZUL O6_�
6. SUBTOTAL - CONTRACTOR PAYMENTS $_ 09J bye, ZN
7. RETA1NAGE ON PREVIOUS EARNINGS $ 15,223.27
B. ** REIAINAGII ON EARNINGS '1111S ESTIMATE j og2.22
9• SUBTOTAL - RETAINAGE $ J(,, Z.65•y9
10. SALES 'IAX PREVIOUSLY PAID j 24,661.70
11 . SALES 'IAX DUE THIS ES1'IpI/gE I ( Ee?13�Y
12. SUBTOTAL - SALES TAX f e �i, ? $b,C)`)
*(95% x Line 1) GRAND TOTAL S_ 3 �/ . G59• SZ
**RETAINAgE: 5%
FINANCE DEPARTMENT ACTION:
PAYMENT TO CONTRACTOR (Lines 5 and 11):
ACCT. N 1/000/015.596.3$.65.19 $ /+ yyt�y; 5—F
ACCT. N E
ACCT. N $ �—
ACCT. A _ $ N
ACCT. 8 - $
RETAINED AMOUNT (Line 8):
ACCT, M 421/000/015.596.38.65.19 $
ACCT. M S
ACCT. N $ ;
ACCT. N $
ACCT. N $ r
CHAMFn 110, LAWS OF 1985 TOTAL THIS ESTIMATES 2-2( S 3 'Z 169
CITY OF FIENTON CERTIFICATION
1 Alf VMOre.:riEo 00 "WIN' rf*M UNDER n%4L/Y OF
E Affl1, 'HkT E,.E MAIEAIAIS "" EE,H 'UP.%HfO, MC
t/1NICES RENDERED f R 111E 1AROA rJA,pR4tD A$ol",Ilo
Ni t"t AND E.IAI „r CtAIM % A A SC. aK ARD UNAAn
1)q'nA'*k ADAMtr INC ("I OF RMtM AND RME 1 Ay
AIEMERWO ID AVT011Rlitt Aft CWOFV 10 40 CLW
oalt�
A
CITY OF RNTON • DEPARTME0 OF ENONEERING
• �_ • MUNICIPAL BUILDING, 200 MILL AVE SOUTH, RENTON. WA 913055" 235-2631
PROJECT_ Honey Creek Phase III PROGRESS PAYMENT ESTIMATE NO -5-__
7 onus ct No. 062-8S Contractor King Construction Company Closing Date-j(•(.QL86_ Sheet Z olL
ten @st PREVIOJS TOTAL Tt11S ESTIMATE TOTAL TO DATE
No Description Unit Unit Pr.ce Q,y
Qty Amount DIY _Announf QfV Ampu nt
Schedule "C" - Additive Sewer
Replacement Work
1 Sawcut Pavements LF $ 1.00 20
2 Crushed Surfacing TON 8,00 55
3 Asphalt Concrete Pavement Patch TON 100.00 60
4 Monument EA 150.00 1
5 Bedding Material TON 8.00 60
6 Bank Run Gravel TON 5.00 360
Foundation, Material TON .01 50
9 Carrier Pipe Replacement L.S. 30,500.00 1 100% $ 30.000.00 0 0.00 1005 $ 30.000.00
9 12" Sewer Replacement LF 32.50 108
0 Television Monitoring LF I .75 323 215 161.25 0 0.00 215 161.25
I Existing Side Sewer EA 50.00 2
2 Side Sewer Length LF 20.00 10
3 Side Sewer Tees 75.00 2
4 Install New Pipe in Exist.Manhole FA 500.00 4 4 2,OOJ.00 0
Finish - Cleanup LF 5.00 323 215 0.00 4 2,000.00
1.075.00 0 0.00 215 1,075.00
Subtotal Schedule "C" S u3.236.25 $ 0.00 S 33,236.25
Schedule "D" - Additive Sewer i
Replacement Work
1 Sawcut Pavement LF .75 660 641 480.75 , 0 0.00 641 480.75
Crushed Surfacing TON 8.00 60
7'..,Purary Cold Patch Sy 6.00 360 1 207 1,242.00 I 0
0.00 207 I 1,242.00I
Asphalt Concrete Pavement Patch TON 100.00 60 '
Monument EA 150.00 1
Bedding Material TON 8.00 160
Bank Run Gravel TON 5.00 470
i Foundation Material TON .01 50
9 12" Sewer Replacement LF 32.50 310 310 10,075.00 0 0.00 310 10,075.00
9 Television Monitoring LF ,75 310 310 232/50 0
000 31 232.50
l Existing Side Sewer EA 50.00 9 g 450.00 0 0.. 900 9 450.00
2 Side Sewer Lerlgtri LF 45 20.00 38 760.00 0 0.00 138 760.00
3 Side Sewer Tees FA 75.00 9 9 675.00 0 0.03 9 67500
4 Existing Manhole Connections EA 500.00 2 2 1,000.00 0 0,00 2 !1000:00
Finish - Cleanup ILF 5.00 310 310 11550.00 0 0.00
Subtotal Schedule "D" 310 1 --- 00
-
1(06S.0 n.a T ,
Change Order #1 Including Force 5 A xg 52 b L AiA )qq it 7�,y� ;r,rZ74E
Account •
G TOTAL 304,465.437S•T
�� _ io dYy3o 315
SubtoW Schedules "A" "B" "C" 8 304,465.4
I'D" t�_C n's
_�� _.. o,Qvu.3o __ 325,3o9.TS
Retainage: 5%
Earnings Payable this Estimate 15,223.2 /og2,22 /6 265,4!1
(a) - (b). _ 289,242.1 191602.C8
Sales Tax: 8.1% It (a). - - --
24,661.1 1 weg.37 26 Amount Due this Esttm`attt (7 6 (d - -- )
Grand Total (a) 8 (d), - .. ..._313,903.8 21,49(7•y"1
329,127.1 2Z7532,M ?>I 659,8"L
" See Separate Tabulation
L.�� i15 -�t.,�.l
c
24 000 . 000 +
377 . 000 +
2 280 . 000 +
5 675 000 +
17 572 . 50C +
5 440 . 000 +
7 227 . 600 +
0 . 000 +
54 700 . 000 +
0 . 000 +
6 452 . 080 +
6 475 . 590 +
0 . 000 +
47 787 . 750 +
11 730 . 00C +
1 550 . 000 +
3 130 . 000 +
2 325 . 000 +
1 060 . 000 +
0 . 500 +
4 000 . 000 +
40 . 000 +
1 1i00 . 000 +
8 500 . 000 +
1 500 . 000 +
9 025 . 000 +
222 348 . 020 *`:
s Lk 6 0 c
0 . 000 +
0 . 000 +
0 . 000 +
0 . 000 +
316 . 800 +
0 . 030 +
850 . 400 +
1 '765 . 000 +
7 572 . 500 +
0 . 000 +
1 500 . 000 +
0 . 000 +
500 . 000 +
1 165 . 000 +
13 669 . 700 *:
C° 863 . 090 +
k7 £ 63 . 040
C�C 0 c
30 000 . 000 +
161 . 250 +
2 000 . 000 +
1 075. 000 +
33 236 - 250 *':
0 c
6eG 480 . 750 +
1 242 . 000 +
10 075 . 000 +
232 . 500 +
• 450 . 900 " +
760 . 000 +
675 • 003 +
1 000 , 000 +
1 550 . 000 +
+
1 500 . 00o +
0 . 000 +
500 . 000 +
1 165. 000 +
13 669 . 700 *V
G" C63 . 090 +
9,863. 090 *+
5
t�C 0 C
30 000 . 000 +
161 . 250 +
2 000 . 000 +
1 075 . 000 +
33 236 . 250 *+ r
0 C
5e 4 80 . 750 +
1 242 . 000 +
10 075 . 000 +
232 . 500 +
450 . 000 ' +
760 . 000 +
675 . 000 +
1 000 . 000 +
1 550 . 000 +
16 465 . 250 *:
�b
0 C
38 727 . 420 +
38 '127 . 420 *:
0 C
222 348 . 020 +
13 669 . 700 +
863 . 090 +
33 236 . 250 +
16 465 . 250 +
38 727 . 420 +
325 309 . 730 *+
325 309 . 730 x
0 . 0 =
16 265 . 486 *V
0 C
325 309 . 730 +
16 265 . 490
309 044 . 240 *v
0 c
325 309 . 7 x
0 . 03 =
26 350 . 033 *r
0 C
309 044 . 240 +
26 350 . 040 +
335 394 . 330 *:
0 C
325 309 . 730 +
26 350 . 090 +
351 659 . 820 *,
CITY OF RENTON • DEPAR-I NWNT OF ENGINEERING
s -■ , • MUNICIPAL BUILDING. 200 MILL AVE :iOUttt, RENTON. %VA 98055. 235-2631
PP.OJECT honey Creek Phase I11 PROt3RE4.9 FAVMENT ESTIMATE NO.-5 -
::ontract No. UO2-8F Contractor Kinu Lan stru ct iY.n
--- . .__ Closing Datt2J)9/86 .__. Sheet;_of,y_
I�Desci�Description -�- F:'1 ) ' ' ti•'t t- AT-r,n ES FIM AT--ET TOT 70 DATE
No. 6 Unit Unit Pnca r ti+ -
W .%nh;� a t ,__-A'nount Qt y Amin't
Schedule "A" Basic Sewer
Replacement Work I I
l Mobilization L.S. $24,000.00 1 100% f 24,dJb,iK' 0 0.00 100% I E 24,000.00
2 Sawcut Pavements LF .50 128n 754 377.00 0 ,iU 0.00 754 377.00 e
3 Common Excavation for Street CY 6,00 160C 380 2,280,00 0 0.00 2,280.00 w
4 Subgrade Preparation for Street SY S.GO g80C 1135 5,675.00 0 0 0.0 r
5 Asph. Conc. for Full Width Street TON 41,25' 740 lags G 5,676. a O
o D.00 a� >a,aza,so 226R
6 Crushed Surfacing TON 8.00 1152 666.3 5,330.40 13. 109.60 680 5.440.CO
7 Temporary Cold Patch SY I 6.00 300 1204.6 7,227.60 0
8 Cement Concrete Pavement Patch SY 0.00 120q.d 7,227.60
100.00 8 O 0,00 0 0.00 0 0.00
9 Asph. Concrete Pavement Patch TON 100.00 165 $26 52,600.00
'.0 Monument EA 150.00 21 2,100.00 547 54,10C.00
I Bedding Material 0 0.00 0 0.00 0 0.00TON 8.00 870 806.51 6,452.08 0 i
Bank Run Gravel 0.00 806.51 6,452.08
TON 4.50 6645 1439.0 6,475.59 0
0.00 1439.02 6,475.59
3 Foundation Material TON 1.0.00 50 0 0.00 0
0,00 0 0.00
.4 lY' Sewer Replacement LF 30.15 1583 1585 47,781.75 0 0.00 1585 47,787.75
5 ( 12" Sewer in New Location ILF 30.00 415 391 11,730.00 0 0.00 391 11-730.00
6 Existing Side Sewer EA 50.00 27 31 1.550.00 0 0.00 31 1,550.00
7 Side Sewer Length LF 20.00 150 156.5 3,133.00 0 O,pO
8 Side Sewer Tees 156.5 3.130,00
EA 75.00 27 31 2,325.00 0 j 0.00 31 2,325.00
9 Television Monitoring LF .75 1998 1414 1.060.50 0 0.00
r 1414 1,060.50
Type I - 48 Manhole EA 2,000.00 2 2 ( 4,000.00 0 0.00 2 4,000.00
I Extra Manhole Depth VF 10.00 12 ( 4 40.00 0
0,00 I 4 40,00
<a nhul. 1:•', fDSi F.oy bUllile'.aun L.S. 1,500.00 I I RIO% 1,500.00 ( 0
'3 Existing Manhole Connections IEA 500.00 17 0 I 30 ,500.00
7 8
17 8,500.00 I 0 � 0..00 00 1 it B,SOO,OOI
Manhole 0045 Drop Connection L.S. 1,500.00 1 100% 11500.00 0 0.00 100% 1,500.001
i Finish - Cleanup LF 5.00 1998 1805 I 9.025.00 0 0.00
11305 9,025.00 -
Subtotal Schedule "A" Z0 It- -K.l )tr 7Q'2,•10 i 2z2'398A ,
Schedule "B" Additive Sewer
Replacement Work
i Sawcut Pavements LF 2.00 50 0
0.00 0 0.00 0 0.00
2 Common Excavation for Street CY 6.00 180 0
0.00 0 0.00 0 0.00
3 Subgrade Preparation for Street SY 5,00 490 0 0.00 C 0.00 0
0.00
4 Asph. Conc. for Full width Stree tl TON
34.00 145 0 0.00 0 0.00 0 OD"0.00
`i Crushed Surfacing TON I 8.00 242 39.6 I 316.80 0
0.00 39.
6 Monument 31
EA 150.00 1 0 0.00 0 0.00 0 0 0.80
0.00
/ Bedding Material TON 8.00 100 106.3 850.40 0
3 Bank Run Gravel 0.00 106.3 765.00
TON 5.00 460 353
'1 12" Sewer in New Location LF 7,572.50 0 0.00 353 7,765.00
3" 50 23? 233 7,512.50 O 0.00 233 7,512.50
1 Television Monitoring LF .75 232
D 0.00 o 0.00 0 0.00
I Type I - 48 Manhole EA 1,500.OD 1 1 1,500.()0 O
Extra Manhole Depth VF 75.00 2 U.00 1 1,500.00
0 0.00 0 0.00 0 0.0
3 Existing Manhole Connections EA 500.00 1
i Finish - Cleanup LF 1 500.00 D 0,00 I 500.0
5.00 232 223 1,165.00 I 0 0.00 1,165.00
Subtotal Schedule "B" $ 13.669.70 0 0.00 $ 13,11t 15
(J,n., Or.114A;t
_.---'I�- '1T L`'. gyp_ ...o - iooYa 8G3 O9 10070
* (7w�Pnw4YA jjPo„
DATE: February 19, 1986
TO: FINANCE DIRECTOR
FROM: PUBLIC WORKS DIRECTOR
SUBJECT: PROGRESS PAYMENT
CONTRACTOR: Kina Construction Company ESTIMATE NO. #5
CONTRACT NO. 062-85 PROJECT: Honey Creek Phase III
Sewer Replacement
1 . CON'IRACIOR EARNINGS THIS ESTIMATE $ 20,844.30
2. SALES TAX a 8.1% 1 ,688.39
3. 'I0'1'AL CONIRACI' IAOVN'F 1111S ESFIMATE $ 22,532.69
4. EARNINGS PREVIOUSLY PAID CONTRACTOR $ 289,242. 16
S. *EARNINGS OUF (, NJ'I'kA(:'I'OR 1111S I:S'rIMATE $ 19,802.08
6. SUBTOTAL - CON'1'RACfOR PAYMENT'S $ 309,044.24
7. RETAINAGE ON PREVIOUS EARNINGS $ 1bi,223.27 -
8. ** 1(E'I'A[NAGE (IN EARNINGS IVIS L•ST'IMATE 1 ,042.22
9. SUBTOTI'l - RE'1'AINAGE $ 16,265.49 _
10. SALES 7'AX PREVIOUSLY PAID $ 24,661.70
11 . SALES TAX DUE '1111S ESI1MATE 1 ,68c3.39
12. SUBTOTAL - SALES TAX $ 26,350.09
*(95% x Line 1) GRAND '1'0'I'AL $ 351 ,o59.82
**RETAINAGE: 5%
FINANCE DEPARTMENT ACTION:
PAYMENT TO CONTRACTOR (Lines 5 and 11) :
ACCT. 1 4211000/015. 596.38.65.19 $ ?1 ,490.47 1 -Final
ACCT. ! —
ACCT. 1 1 1`
ACCT. 1
ACCT. # $ 0�
RETAINED AMOUNT (Line 8):
ACCT. 1 1 C9i015.596.38.65.19 `.$ 1 ,042.22 1 5-Final
ACCT. 1 $
ACCT. / _ $
ACCT. 1 $
ACCT. 1 $
CHARTER 11Q. LAWS OF 1965 TOTAL THIS ESTIMATE $ 22,532,69
CITY OF RENTON CERTIFICATION '(I
1 nu %WRWRID np r.EEt[Br EFRM LM(IFR ryyl,ir OF /{
PIA-"'. rNAi ME NA'E0011S NSW EFFN FIONBNN. ME ,1
FtRwCEt REROFRFO rR Mt~FtmAmto AS DF"Islo
NI-Eft RNO 1H 4 14 CLAW It A XSr OEf ARO t^PW
OR.IOAT*k 4OAI.S1 Mt m OF Rq,luF/ AID ,AT r , -
Aun10R1$O TO Au IS AND CARn" EO"CIAN&
17 572 . 500 +
109 . 600 +
2 100 . 000 +
19 782 • ) 00 *M
19 " 82 . 100 +
863 . 090 +
199 . 110 +
20 844 . 300 *7
20 844 . 30-3 x
0 . 0 =
1 042 . 215 x+
0 c
20 p8g4224 • ZZ3Z00 +
1 � 802 . 080 s.
0 c
20 844 • x
0 . 08 =
1 683 . 338 CO
0 c
19 802 . 090 +
1 683 . 390 +
21 490 . 480 s.
0 c
20 844 . 300 +
1 688 . 390 +
22 532 . 690 *!
CITY OF RENTON • DEPARTMENT OF ENGIN ERING
• • MUNICIPAL BUILDING, 200 MILL AVE . SOUTH , RENTON. WA 96055 . 235- 2631
PROJECT lioney Creek PhasE 111T_ _ PROGRESS PAYMENT ESTIMATE NO. 5$Final
_ontraet No._ 062-85 _. Contractor King Construction Closing Date2/19/86 -- Sheet L-of
It Est PREVIOUS TOTAL THIS ESTIMATE TOTAL TO DATE
No Description Un,t Unit Price Qty. Qty Amount Qty Amount Qty. Amount
• Schedule "A" Basic Sewer
Replacement Work
Mobilization L.S. $24,000.00 1 100% $ 24,000.00 0 0.00 100% I $ 24,000.00
Sawcut Pavements LF 50 1280 754 377.00 0 0.00 754 377.00
3 Common Excavation for Street CY 6.00 1600 380 2,280.00 0 0.00 2,280.00
a Subgrade Preparation for Street SY 5.00 4800 1135 5,675.00 0 0.00 1135 5,675.00
* 5 Asph. Co ;. for Full Width Street TON 41.25* 740 0 I 0.00 426 I 17,572.50 426 17,572.50
6 Crushed Surfacing TON 8.00 11152 666.3 I 5,330.40 13.) 109.60 680 5,440.00
Temporary Cold Patch SY I 6.00 300 1204.6 7,227.60 0 I 0.00 1204. 7,227.60
3 Cement Concrete Pavement Patch SY I 100.00 8 0 0.00
y Asph. Concrete Pavement Patch TON 100.00 165 526 52,600.00 21 2,100.00 1547 54,700.00
Monument EA 150.00 5 0 1 0.00 0 0.00 0 i 0.00
Bedding Material i0N 8.00 870 806.51I1 6,452.08 0 0.00 806.511 6,452.O6
Bank Run Gravel ITON 4.50 6645 1439.0 6,475.59 0 0.00 1439. 2 6,475.59
3 Foundation Material TON 10.00 50 0 0.00 0 0.00 0 0.00
.4 12" Sewer Replacement LF 30.15 158? 1585 47,787.75 0 0.00 I1585 47,787.75
5 12" Sewer in New Location LF 30.00 415 391 11,730.00 0 0.00 1 391 11,730.00
G Existing Side Sewer EA 50.00 27 31 1,550.00 0 0.00 31 1 ,550.00
7 Side Sewer Length LF 20.00 150 156.5 3,130.00 0 I 0.00 156.5 3,130.00
8 Side Sewer Tees EA 75.00 27 31 2,325.00 0 ( 0,00 31 I 2,325.00
9 Television Monitoring LF .75 1998 1414 1,060.50 0 I 0.00 1414 1,060.50
0 Type I - 48 Manhole EA 2,000.00 2 2 I 4,000.00 0 I 0.00 2 4,000.00
1 Extra Manhole Depth IVF I 10.00 I 12 4 I 40.00 10 I 0.00 4 I 40.00
Itanho11 i7o. 1vSi Drop Cunuect'id❑ u.S. I,50G.00 i 1100% 1,500.00 0 0.00 100% 1,500.00
,3 Existing Manhole Connections EA 500.00 17 17 8,500.00 I 0 0.00 17 8,500.00
4 Manhole gF045 Drop connection L.S. 1,500.00 1 100% 1,500.00 0 0.00 100% 1,500.00
5 rinish - Cleanup LF 5.00 1998 1805 9,025.00 0 0.00 1805 I 9,025_00
Subtotal Schedule "A" 202,565.92 19,782.10 I 222,348*0
Schedule "B" Additive Sewer
Replacement Work
Sawcut Pavements LF 2.00 50 0 0.00 0 0.00 0 0.00
Common Excavation for Street CY 6.00 180 0 0.00 0 0.00 0 I 0.00
Subgrade Preparation for Street SY 5.00 490 0 0.00 0 I 0.00 0 0.00
Asph. Conc. f r Full width Street TON 34.00 145 0 0.00 0 0.00 0 I 0.00
• gushed Surfacing TON 8.00 242 39.6 316.80 I 0 0.00 39.6 116.80
6 Monument EA 150.00 1 0 0.00 0 0.00 0 0.00
7 Bedding Material TON 8.00 100 106.3 850.40 0 0.00 106.3 850.40
3 Bank Run Gravel TON 5.00I 400 353 1,765.00 0 0.00 353 1,765.00
9 12" Sewer in New Location LF 32.50 232 233 7,572.50 0 0.00 233 7,572.50
0 Television Monitoring LF .75 232 0 0.00 0 0.00 0 0.00
I Type I - 48 Manhole EA 1,500.00 1 1 1,500.00 1 0 0."10 1 1,500.00
2 Extra Manhole Depth VF 75.00 2 0 0.00 1 0 0.00 0 0.0
3 Existing Manhole Connections EA 500.00 1 1 500.00 I 0 0.00 1 500.0
4 Finish - Cleanup LF 5.00 232 233 1,165.00 0 0.00 233 1,165.00
Subtotal Schedule "B" $ 13,669.70 0 0.00 $ 13,669.70
Change Order p2
(t Unit Price Changed per C.O.01) LS 0 -0- 100 863.09 100% 8b3.0
Y^" r
CITY OF RENTON DEPARTMENT OF ENGINEERING
• A • MUNICIPAL BUILDING, 200 MILL AVE SOUTH . RENTON, WA 960559 235- 2631
��=,aN,�►�< PROuECT Honey Creek Phase III PROGRESS PA . MENT ESTIMATE NO _5_k-Final
.,:Intract No.�062-8� Contractor king Construction Company Closing Date 2/19L86 Sheet 2 of-2-
terr Est PREVIOUS TOTALI THIS ESTIMATE TOTAL TO DATE
Description Unit Unit Pace
No, Q:y, Qty. Amount Q y. Amount Qty Amount
• Schedule "C" - Additive Sewer
Replacement Work
I Sawcut Pavements LF $ 1.00 20
2 Crushed Surfacing TON 8.00 55
3 Asphalt Concrete Pavement Patch ON 100.00 60
4 Monument EA 1�C .00 1
5 Bedding Material TOP! 8.00 60
6 Bank Run Gravel TON 5.00 360
Foundation Material TON .01 50
8 Carrier Pipe Replacement L.S. 11,100*00 1 1001 $ 30,000.00 0 0.00 100% $ 30,000.00
9 12" Sewer Replacement LF 32.50 108
iTelevision Monitoring IF ,75 323 215 161.25 0 mo 215 161.25
s Existing Side Sewer EA 50.00 2
2 Side Sewer Length LF 20,00 10
3 Side Sewer Tees 75.00 2
4 Install New Pipe in Exist.Manhole EA 500.00 4 4 2,000.00 0 0.00 4 2,000.00
5 Finish - Cleanup LF 5.00 323 215 1,075.00 0 i 0.00 215 1,075.00
ubtotal Schedule "C" $ 33,236.25 I$ 0.00 $ 33,236.25
j
Schedule "D" - Additive Sewer j
Replacement Work
Sawcut Pavement LF .75 660 641 480.75 II 0 I 0.00 641 480.75
Crushed Surfacing TO I 8.00 60 l I
Ta - „ ,• I' Sou 0 0.00 207 1,242.
DD
aY I 6.uO j 207 i 1,242.00 I
Asphalt Concrete Pavement Patch ITON 100.00 60
Monument EA 150.00 1
•i Bedding Material TON 8.00 160
Bank Run Gravel TON 5.00 470
Foundation Material TON O1 50
12" Sewer Replacement LF 32.50 310 1310 10,075.00 I 0 0.00 310 10,075.00
0 Television Monitoring LF ,75 310 310 232/50 0 0/00 310 232.50
Existing Side Sewer EA 50.00 9 9 450.00 0 0.00 9 450.00
Side Sewer length LF z0.00 45 38 760.30 0 0.00 38 760.00
Side Sewer Tees EA 77-00 9 9 i 675.00 0 0.00 9 675.00
Existing Manhole Connections EA 500.00 2 2 1,000.00 0 0.00 2 1,000.00
• Finish - Cleanup LF 5.00 310 310 1,550.00 0 0.00 310 1 ,550.nO
Subtotal Schedule "D" ^16,465.25O(f 1 -1 ,
Change Order N1 Including Force �S N.A. 18,528.31 N.A. 199.11 ! N.A. 38,727.42
Account
TOTAL 304,465.43 20,844.30 325,309.73
i) Subtotal Schedules "A" "B" "C" &
"D" and Change Orders 304,465.43 20,844.30 325,309.73
:) Retainage: 5% x (a). 15,223.27 I 1 ,042.22 16,265.49
Earnings Payable this Estimate
(a) - (b). 289,242.16 I 19,802.08 309,0^^ 24
j) Sales Tax: 8. 1% x (a). I 24,661 .70 1 ,688.39 26,�'_•i' 09
=) Amount Due this Estimate (c) & (d 313,903.86 21 ,490.47 335,394.33
Grand Total (a) & (d). 329,127.13 22,532.69 351 ,659.82
* See Separate Tabulation
HAMMOND.COLLIER&WADE - LIVINGSTONE ASSOCIATES. INC.
CONSULTING ENGINEERS
1943 1985-42 YEARS OF PROFESSIONAL SERVICE
GEORGE R NAHNOND.PE 4010 STONE WAY NORTH
DALE OT. 5
WILLIAMP COLLIER.YE SEATTLE.WASHINGTON 98103-6090 YEHH_TN L EDI EDINGTON.PLS
LARRY R WADE.PE TELEPHONE(206)632 2664
BRVCE LIVINGSTONE.PE 1 SOO562 7707(WASH ONLY)
RANDALLD NEPRALA PE
FREDERICK G KERN.PE
E R OFFENSECNER.PE P 0 80x 2967
NELS AJELSTAD.PE 302 SOUTH MISSION STREET
HAROLDE RAYNARD PE WENATCHEE,WASHINGTON 98801
TELEPHONE 15051662 1762
February 3, 1986
Mr. Robert Bergstrom, P.E.
Supervising Engineer
City of Renton
Dept. or Public Works
City Hall , 200 Mill Avenue South
Renton, Washington 98055
Re: HCWL #2850
Phase III Honey Creek
Progress Pay Request
Dear Bob:
Enclosed is a penciled copy of a progress pay request for Phase III
Honey Creek work through January 31 , 1986. Costs for thickened curb
farming on 28th Place have been compensated for by equivalent tonnage.
That is, extra labor for thickened curb was $2.25 per foot x 835 lineal
fret L $41.25/ton = (45.5 tons).
B^ad still must work up some costs on various curb replacement detail by
tie school ; these costs will be included in the final pay request.
Tne general consensus, I believe, is to delay Lake Washington Boulevard
overlay Until weather is good and warm. Therefore, close-out of the
contract now appears reasonable.
Sincerely,
1
Frederick G. Kerr., P.E.
FGK/rtf
En. losure
W13-56
REMY TO 0 SEATTLE ❑WENATCNEE
� PY
CITY OF RENTON • DEPARTMI NT OF I=- N(J'h I=RING
MUNICIPAL BUILDING. 200 MILL AVE SOUTH. RENTON ',vA 9ti055 , 235- 2631 1 .
PROJECT Hurley Creek Phase III
PROGRESS PAYMENT '._S ! 1mATE _4 _
. •)tract No._ Contractor _ King Construction Clos.nil Dalu - 11/25/85. _ -.2-
Est
/I PREVIOUS TOTAL THIS ESTiMATt TO-T--_TAL, Tp DATE
,r Descrip Qty
tion Unit Unit P.Ice
Qty Amount flty�- Ampwv fl+y Amount
. I Schedule "A" Basic Sewer
Replacement Work
Mobilization
L.S. $24,000.00 1 100: S 24,000.00 O 0.!U ,OOs I S 24,000.00
Sawcut Pavements LF .50 1280 754 .I 377,00 0 '),;1',,
,00 754 j 377.00
Common Excavation for Street CY 6.00 '6o z, zs o .
1600 441&- -1,14e.D0 i'99 ;j14 . ,36 c 66 0 2,260,00
Subgrade Preparation for Street SY 5,00 4800 1135 •I 5,675.00 U .On 11•3'5 5,675.
4*Asph. Conc. for Full Width Street TON -94vQQ- 740 0 0.00 14 `+,3Zr.-a. d• �114*r 7a
Ic
Crushed Surfacing TON 8.00 1152 666.3 5,330.40 9.bo 9.. ,ts6E+C?'
Temporary Cold Patch SY 6.00 300 1204,6) 7,227.60 0 0.00 i1204,d 7,227.60
Cement Ccncrete Pavement Patch SY 100.00 8 0 0.00 0 0,00 0.00
Asph, Concrete Pavement Patch TON 100.00 165 z
526 I 52,600.00 ' 2 cv.oc g-%
Monument EA 150.00 5 p 0.00 0
Bedding Material TON 0.00 0 0.00
8.00 870 �806,51 6,452.08 0 0.00 806.51' 6,452.08
Bank Run Gravel TON 4.50 f 6645 11439.02 6,475.59 0
0.00 1439.02 6,475.59
Foundation Material TON 10.00 50 0 O.CO 0 0.00 0 0.00
12" Sewer Replacement LF 30.15 1583 1585 47,787,75 0 D.0-) 1585 47,787. 75
12" Sewer in New Location LF 30,00 415 391 I 11,730.00 0 0.00 j 391 ! 11,730.00
Existing Side Sewer EA 50.00 27 31 1:550.00 0 0.00 31 1,560.00
Side Serer length LF 20.00 150 156.5 3130.00 0 0.00 1156.5 ' 3,130.00
Side Sewer Tees EA 75 �5 1998 w 2,325,00 0.00 31 2,325.00
Television Monitoring LF yP[• so Argo 144P .5g� 1414
1,060.50
Type 1 - 48 Manhole EA 2,000.00 2 2 4,000.00 0 0.00 2 I 4,000.00
Extra Manhole Depth VF 10.00 1C 4 40.00 U 0.00 4
Manhole No. F051 Drop Connection L.S. 1 ,500.00 1 40.00
t 100$ i 1,500.00 0 0.00 i100.'. 1 i,500.00
!atst)ng Manhole C;nnections •EA 500.00 17 17 8,500.00 U
ManholetrFU45 Drop Connection L.S. 1,500.00 1 0.00 ' 17 + 8,500.00
100;6 i 1,500.00 0 0.00 ; loot, � 1,500.00
Finish - Cleanup LF 5.00 1998 ide 1 o At to
6 4.e�s^_6111�9 M5 9,a 4l(1 ; 1805 9,025.00
Subtotal Schedule "A"
��"' 4r4E S ••}3TP25rri8-' I $ 202,565.92
Schedule "B" Additive Sewer * P 31t
Replacement Work
Sawcut Pavements 49
LF 2.00 f 50 i 0 0.00 ! 0 0.00 O 'LiQ
Common Excavation for Street CY 0.00
6.00 180 0 0.00 0 0.00 0
Sub;-ade Preparation for Street SY 5.00 450 0.00
0 �•"" u 0.00 0 1 O.UO
Asph. Conc. for Full width Street TON 34.00 145 1
0 0.00 � 0 ; 0.00 ', 0 0,00
Crushed SurfacingTON 8.00 242 39,6 I 316.80 0 0.00 39.6 316.80
• EA 150.00 1 0 0.00 0 0.00 I
Bedding Material TON 8.00 100 0 I 0. 10
Bank Run 3ravel TON 5.00 400 106,3 650.40 0 0.00 1106.3 850.40
353 1,765.00 0 ! 0.00 393 i 1,765.00
12" Se'.rer in New Location LF 32.50 232
233 7,572.50 0 i 0.00 1233 7,572.50
Television Monitoring LF .79 232 p 0.00 0 ! 0.00 ' 0
Type I - 48 Manhole EA 0.00
21500.00 1 1 1,500.00 0 I 0.00 1 `.00
Extra Manhole Depth VF 75.00 Z
U 0.00 0 0.00 0 0.0 Existing Manhole Conr.ectic EA 500.00 1 1 500.00 0 OOp !Finish - Cleanup LF 500.0
5.00 232 0 0.00 • Z33 .I 16 ,00 ( 233
��-.1 5
�.__ 1.165.00
Subtotal Schedule "8" $ 12,504.70 J$ 1,165.UO $ 13,669.7
AW4"477-14 76-v 1 VCE
LP41A"777•Y
(: I
CITY OF RENTON • COPY
DEPARTMENT Of E- NGINIH- RING
• MUNICIPAL BUILDING. 200MILL AVE SOUTtt RENTON 'VA `)B(055 . F . 2 -
23� E�31f � 7
PROJECT-Honey Creek Phase III PROGRESS PAYMENT L S I IMATE NO
titraGct No. Contractor King Construction Covtpanv I1/25/85
Closrnq Uate -- ----- Sheet ,ot �
Est PREVIOUS TOTAL T 'i S t_STIMATEE TOTAL TO DATE
Description Unit Unit Price
Q.
Qty Amount Qty r Arnownt Qty Amount
• Schedule "C" - Additive Sewer
Replacement Work
Sawcut Pavements LF S 1.00 20
Crushed Surfacing TON 8.00 55
Asphalt Concrete Pavement Patch TON 100.00 60
Monument EA. 150.00 1 j
Bedding Material TON 8.00 60
Bank Run Gravel TON 5.00 360 I
Foundation Material TON .01 50
I Carrier Pipe Replacement L.S. 30,000.00 1 100% S 30,000.00 1 0 0.00 100" S 30,000.00
12" Sewer Re placement
p LF 32.50 108 LtS IETI ,LS o Television Monitoring LF ,75 J23 '8. ( .aiiii . 10I.M ;215 161.25
Existing Side Sewer EA 50.00 2
Side Sewer Length LF .00 10
Side Sewer Tees 20 20.00 2
Install New Pipe in Exist,Manhole EA ¢ I
500.00 4 ! �.
�"�" Z bP1B 40"J t� r�8@•'96 - 4 2,000.00
Finish - Cleanup LF 5.00 323 e,.9@,� tom=-
�- 24"St- YOTS'99 215 1 ,075;00
Subtotal Schedule "C" S 31,000.00 I �S 2,236. 25 I S 73,236.25
Schedule "D" - Additive Sewer I
�(
Replacement Work
i
Sawcut Pavement LF
.15 660 641 480.75 0 0.00 641 I 48J.75
Crushed Surfacing TON 8.00 60
Temporary Cold Patch Sy 6,00 j 360 207
1,242.00 0 0.00 I207 1,242,00
Asphalt Concrete Pavement Patct: ITON 300,00 60 +�
Monument EA 150.00 1
Bedding Material ,00 TON 8 160I I
Bank Run Gravel TON 8.00 0
Foundation Material TON .01 50
12 ' Sewer Replacement LF 32.50 310 '
310 10,075,00 v 0.00 � 310 10,075.00
Television Monitoring LF ,75 310
$ �z3= ip3t�r5g� 310 232.50
Existing Side Sewer EA 50.00 9
Side Sewer Length LF 9 450.00 + 0 0.00 ' 9 450.00
Z0.00 45 38 760.00 0 ?
Side Sewer Tees EA 0.00 38 760.00
75.00 9 9 ! 675.00 I 0 0.00 9
Existing Manhole Connections EA 500.00 2 675.001
tt
Finish - Cleanup2 I 1,OOO.G0 0 1,000 00
LF 310 3' I 2.QO 2
• Subtotal Schedule "D" i 5.00 -p. ssc, � y 10 r�1 ,550.00
Change Order #1 Including Force S N.A. 12,169. 59 N.A. I \42,
58. 72 ' N.A. I 38,528.31
Account * i
GRAND TOTAL 26 697.46
. I 67.97 j I 304,465.43
Subtotal Schedules "A" "B" "C" & % // SJ2
"C' 261, 977 46 ( /44,093.
9730+1
I Retainage: 5% x (a) .
6,997 9
Earnings Payable this Estimate 13,0� 87 40
I (a) - (p), 248,�12. 9 ' 57
Sales Tax: 8.1% x (a). 2},197.4 I
%:,ount Due this Estimate (c) �, (d 269,810.08 78' +
and Total (a) 8 (d), 282,894. 95 I 46,232. I8 +
' See Separate 'abulation
' i
. �� rj
A CITY OF RENTON DEPARTMENT OF ENGINEERING 235- 26 31
MUNICIPAL BUILDING, 200 MILL AVE . SOUTH, RENTON. WA 96055 •
?�'N'1'��{
PROJECT Honey Creek Phase III PROGRESS PAYMENT ESTIMATE NO
intract No. Contractor King Construction Company
ClosInq Date_ Sheet?ofZ
Y + Description Est PREVIOUS TOTAL THIS ESTIMATE TOTAL TO DATE
.p. P Unit Unit Price
Amount Qty Amount Qty Amount
• Schedule "C" - Additive Sewer
Replacement Work
Sawcut Pavements LF 1 1.00 20
Crushed Surfacing TON 8.00 55
Asphalt Concrete Pavement Patch TON 100.00 60
Monument EA 150.DO 1
Bedding Material TON 8.00 60
Bank Run Gravel TON 5.00 360
Foundation Material 70N 02 50
Carrier Pipe Replacement L.S. 30,000.00 1
IV Sewer Replacement LF 32.50 108
Television Monitoring LF ,75 323
• Existing Side Sewer EA 50.00 2
Side Sewer Length LF 20,00 10
Side Sewer Tees 75.00 2
Install New Pipe in ExiSt.Manhole EA 500,00 4
Finish - Cleanup LF
5.00 323
Subtotal Schedule "C"
I
I
Schedule "D" - Additive Sewer
Replacement Work
Sawcut Pavement LF ,75 660
Crushed Surfacing TON 8.00 60
i
I Temporary Cold Patch SY 6.00 360
Asphalt Concrete Pavement Patch TON 100.00 60
Monument
EA 150.00 1
Bedding Material TON 8.00 i60
Bank Run Gravel TON 5.00 470
Foundation Material TON .01 50
12" Sewer Replacement LF 32.50 310
Television Monitoring LF ( ,75 310
Existing Side Sewer EA 50.00 g
Side Sewer Length LF 20.00 45
Side Sewer Tees EA 75.00 9 II
Existing Manhole Connections EA I 500,00 2
• Finish - Cleanup LF +I 5.00 310
Subtotal Schedule
GRAND TOTAL
Subtotal Schedules "A" "B" "C" ii
e ainage: 5% x (a) .
-3r:,ings Payable this Estimate
(a) - (b).
Sales Tax: 8. 1% x (a).
Ar.ount Due this Estimate (c) 8 (d
Grand Total (a) 8 (d).
I
a CITY OF RENTON • DEPARTMENT OF ENGINEERING
MUNICIPAL BUILDING, 200 MILL AVE. SOUTH. RENTON. WA 96055 . 235- 2631
PROJECT Honey Creek Phase I lI
PROGRESS PAYMENT ESTIMATE NO.
�>ntract No. Contractor _ Kin, Construction Closing Date_ _ Sheet I--of-2_
,u. i Description Unit Unit Price
Est PREVIOUS TOTAL THIS ESTIMATE TOTAL TO OATEQtYQty Amount Qty Amount Qty, Amo
• Schedule "A" Basic Sewer
Replacement Work
Mobilization L.S. $24,000.00 1
Sawcut Pavements LF .50 1280
Cournon Excavation for Street CY 6.00 1600
Subgrade Preparation for Street SY 5.00 4800
Asph. Conc. for Full Width Street TON 34.00 740
Crushed Surfacing TON I 8.00 1152 l
Temporary Cold Patch SY 6.00 300
Cement Concrete Pavement Patch SY I 100.00 8
Asph. Concrete Pavement Patch TON 100,00 165 j
• Monument
EA 150,00 5
Bedding Material TON 8.00 870
Bank Run Gravel TON 4.50 6645
i
Foundation Material TON 10.00 50
12" Sewer Replacement LF 30.15 1583
1- ' Sewer in New Location LF 30.00 415
Existing Side Sewer EA 50.00 27 j
Side Sewer Length LF 20.00 150 II
Side Sewer Tees EA 75.00 27
Television Monitoring LF 75 1998
Type I - 48 Manhole EA 2,000.00 2
Extra Manhole Depth VF 10.00 12
hIanhole No. F051 Drop Connection L,S. 1,500.00 1
Existing Manhole Connections EA 500.00 17 i
Manhole #F045 Drop Connection L.S. 1,500.00 1
Finish - Cleanup F 5.00 1998
I
Subtotal Schedule "A"
Schedule "B" Additive Sewer
Replacement Work
Sawcut Pavements
LF 2.00 50
Cannon Excavation for Street CY 6.00 180
Subgrade Preparation for Street SY 5.00 490
Asph. Conc. for Full width Street TON 34.00 145
• Crushed Surfacing TON 8.00 242
Monument EA 150.00 1
Bedding Material TON 8.00 100
Bank Run Gravel TON 5.00 400
12" Sewer in New Location LF 32.50 232
Television Monitoring LF .75 232
Type I - 48 Manhole EA 1,500.00 1
Extra Manhole Depth VF 75.00 2
Existing Manhole Connections EA 500.00 1
Finish - Cleanup LF 5.00 232
Subtotal Srhedule "B"
e'
1
i I
I
i I
C.O. 11
` Page I of 2
CITY OF RENTON
PUBLIC WORKS DEPARTMENT
CONTRACT CHANGE ORDER AGREEMENT
CONTRACT Honey Creek Sewer Replacement, Phase III
CONTRACTOR King Construction Com an 4734 SW 312th Place CAG-062-85
R y, F d ral Way IA 98073 Pho 838_7819
SUMMARY OF PROPOSED CHANGE
Add Misc. Utility Work on Pro 'ect
A. Added Force Account Sewer Service Relocation $ 679.01
B. Added Force Account Sewer Service Relocation 824.65
_C Added Force Account Sewer Service Relocation 400.81
D, Changed Condi'ion MH E 405 & N 28th St. L.S. 3,450.00
E. Change Materials from PVC Pipe to DI T L.S. 9,928.04
F. Overlay Revised Cost 380 Tons at $41 .25/Ton 15,675.00
G. Manhole Adjustment 4 each at $200 800.00
H. Adjust Existing Fire Hydrant Laterial L.S. 2,153.26
I , Grade AJjustment L.S. 1 ,600.00
J. Storm Drainage Revision in 28th Place - Force Account 2,019.97
K. Added Sewer Service Relocation - Force Account _ 1 ,824., 3 y
L. Added Sewer Service Relocation - Force Account 1 ,321 .94
M. Added Extra Support for Storm Sewer L.S. ,T.235.01 Vk�t>f
N. Added Luctile Iron Sewer Tee's and Pipe 645' I.,F, at $5/LF zz,r,0
All work, materials and measurements to be in accordance with provisionseof the
Standard Spf ,ifications and Special Provisions for the type of construction involved,
D1RIGINAL CUNTRAc—r— ORRI tfT CONTRACT EST MATE ET CtIAN�E ESTIMTEU C NTkAC
AMOUNT J AMOUNT I THIS , 'ER I TOTAL AFTER CHANGE
SIGNATURES: CONTRACTOR ,! DATE
PROJECT ENGINEER DATE
APPROVED BY DATE ?. - 5'-,f(
PubT(c Norks Director
C.O. B 1
}l Page 2 of 2
CITY OF RENTON
PUBLIC WORKS DEPARTMENT
CONTRACT CHANGE ORDER AGREEMENT
CONTRACT _ Honey Creek Sewer Replacement, Phase III
4734 SW 312th Place CAC-062-85CONTRACTOR King Construction Company, Federal Way WA 98073 Phone: 838 7819 _
SUMMARY OF PROPOSED CHANGE
Continued from Page 1 :
_ 15 Tees at $550 each 8,250.00
Subtotal $54,402.51
8. 1% Sales Tax 4,406.60
TOTAL $58,809.11
All work, materials and measurements to be in accordance with the provisions of the
Standard Specifications and Special Provisions for the type of construction involved.
IfRlG1NAL Cb11TRA(�y -CURRTICGN RACT -rSTIFIATED'ffET CIiA.` 61 EST TEU GUN C
AMOUNT AMOUNT I THIS ORDER TOTAL AFTER CHANGE
$370,204.88 $370,2011,88 $58,809.11 , 5429.013.99
SIGNATURES: CONTRACTOR/ DATE
PROJECT ENGINEER `;!. .��. . DATE
APPROVED BY ' DATE .; i j_
Pub T{c IdorVs DirectorT
FORCE ACCOUNT WORK RECORD J
�O be COI oaW at end of MICh Work div
dpnd by both rWm*ntMv4 Mown Wow-,
l CONTRACTOR: PROJECT NC
I NAME ..
PROJECT
ADDRESS O*NER C
1 CI.R, ,1, FA REOORO N0.
STATE - - DATE ` ---
DESCRIPTION OF WORK
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UNIT TOTAL TOTAL
S Y°r DESCRIPTION ONANTm UNIT goat FOR ITEM COST
2
3
I Jr ' Od7
9
10
11
12
1
14
16
16
17
1B
t9 _
20
21
22
3
24
SIGNATURER
CONTRACTORS REP. — rtrtLZl -
i
OWNERS REP -
1TrtLE1
ALL FORCE ACOr1UNT CLAIM MIST EE VERIFIED IVY THIS REOOPNQ'
i
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DATE: November 26, 1985
TO: FINANCE DIRECTOR
FROM: PUBLIC WORKS DIRECTOR
SUBJECT! PROGRESS PAYMENT
CON'IRAC:I'OR: King Construction Company ESTIMATE NO. 4
CONTRACT NO. 062-85 PROJECT: Loney Creek Phase IiI
Sewer Replacement
I. CONTRACTOR EARNINGS 'I111S ESTIMA"IE $ 42,767.97
2, SALES TAX @ 8•1% 3,464.21
3, TOTAL C Ni"IRACT AMRIUN'I' 1111S ESTIMATE $ 46,232.18
d. EARNINGS PREVIODSI.Y PAID CONTRACTOR $ 248,612.59 _
S. *EARNINGS DUI: CONTRACTOR 1111S ESTIMATE $ 40,629.57
6• SUBTOTAL - CON7RACTOR PAYMENTS $ 289,242. 16
7. 11J:TA1NAGE ON PREVIOUS EARNINGS $ 13,084.87
B. ** RETAINAGE ON EARNINGS TN1S ESTIMATE 2,138.40
9• SUBTOTAL - RETAINAGE $ 15,223.27
10• SALES TAX PREVIOUSLY PAID $ 21 ,197.49
11 . SALES 'IAX DUE THIS ESTIMATE 3,464.21 _
12• SUBTOTAL - SALES TAX $ 24,661 .70
*(95% x Line 1)**RETAINAGE: 5'X GIUIND TOTAL
$ 329,127. 13
FINANCF DEPARTMENT ACTIGN:
PAYMENT 70 CON'TRACTOR (Lines 5 and 11):
ACCT, N 421/000/015.596.38.65. 19 $ 44,093.78 4
ACCT. N
� f
ACCT. B ;
ACCT. A $ /
AM. M S
RETAINLU AMOUNT (Line 8) : '--
ACCT. d 421/000/015.596-38.65.19 2,138.40 4
ACCT. M ; �—
ACCT. N --
S N
nccr. a
ACCT. M
CHARTEn 116. LAWS OF 1966 'OTAL THIS ESTIMATE $ 46,232.18
CITY OF RE-NTUN CERTIFICATION
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243 612 . 590 +
232 . 5000 + 40 62 ) • 570 +
1 550 . 0000 + 289 242 . 160
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46 232 . 130
y
`ti C rJ
A CITY OF RENTON • DEPARTMENT OI- f: NGINEERING
• • MUNICIPAL BUILDING, 200 MILL AVE. SOUTH. RENTON. WA 98055e 235- 2631
PROJECT Honey Creek Phase III T ._ PROGRESS PAYMENT ESTIMATE NO. 4_
7ontract No._G62-`t5 Contractor King Construction Company Cloning Date 11/25/85 _ Sheet 2 of f
PREVIOUS TOTAL THIS ESTIMATE TOTAL TO DATE
Description Unit Unit Price Est Qty. Amount Qty Amount Qty. Amount
er
Schedule "C" - Additive Sewer
Replacement Work
1 Sawcut Pavements LF $ 1.00 20
2 Crushed Surfacing ITON 8.00 55
3 Asphalt Concrete Pavement Patch TON 100.00 60
4 Monument EA 150.00 1
5 Bedding Material TON 8.00 60
0 Bank Run Gravel TON 5.00 1 360
7 Foundation Material TON .01 50
8 Carrier Pipe Replacement L.S. 30,000.00 1 100% $ 30,000.00 0 0.00 100% $ 30,000.00
9 12" Sewer Replacement LF 32.50 108
• Television Monitoring LF .75 323 0 0.00 215 161.25 I215 I 161.25
1 Existing Side Sewer EA 50.00 2
2 Side SeWe14 .ength LF 20.00 10
3 Side Sewer Tees 75.00 2
4 Install New Pipe in Exist.Manhole EA 500.00 4 2 1,000.00 2 1,000.00 4 2,000.00
7inish - Cleanup LF 5.00 323 0 _ 0.00 215 1 11075.00 215 1,07b.00
Subtotal Schedule "C" $ 31,000.00 $ 2,236.25 $ 33,236.25
Schedule "D" - Additive Sewer
Replacement Work
I Sawcut Pavement LF .75 660 641 480.75 I 0 0.00 641 480.75
Crushed Surfacing TON 8.09 60
Temporary Cold Patch SY 6.00 360 207 1,242.00 I 0 I 0.00 207 1,242.00
Asphalt Conc-ete Pavement 'latch TON 100.00 60
nent EA 150.00 1
ding Material TON 8.00 160
i
Bank Run Gravel TON 5.00 470
Foundation Material TON .01 50
? 12" Sewer Replacement LF 32.50 310 310 10,075.00 0 0.00 310 10,075.00
Television Monitoring LF .75 310 0 0.00 310 1 232.50 310 232.50
Existing Side Sewer EA 50.00 9 9 450.00 0 0.00 9 450.00
Side Sewer Length LF 20.00 45 38 760.00 0 0.00 38 760.00
Side Sewer Tees `-A 75.00 9 9 675.00 0 0.00 9 675.00
Existing Manhole Connections EA 500.00 2
Finish - Cleanup LF 5 �0 310 2 1,000.00 0 0.00 ' 2 1,000.00
0 0.00 310 1,550.00 , _10 11550.00
Subtotal Schedule "D"
$-14;E8775 1,/62.-50 -7b;46S.
Change Order HI Including Force S N.A. 12,169.59 N.A. 26,358.72 IN.A. 38,528.31
Account *
GRAND TOT 261,FG7.4b 42,767.97 304,465.43
Subtotal Schedule , B" "C" & I 261,697.46 42,767.97 304,465.43
0
Retainage: 5% x (a). I 13,084.87 2,138.40 15,223.27
Earnings Payable this Estimate(a) - (b). 248,612.59 40,629.57 289,242.1
i) Sales Tax: 8.1% x (a). Z1,197.49 3,464. 21 I 24,661.7
Amount Due this Estimate (c) & (d 269,810.08 44,093.78 313,903.8
Grand Total (a) & (d). 282,894.95 46,232.18 329,127.13
x See Separate Tabulation
CITY OF RENTON • DEPARTMENT OI, ENGINEERING
• A • MUNICIPAL BUILDING, 200 MILL AVE. SOUTH, RENTON. WA 9F30550 235- 2631
r
PROJECT Honey Creek Phase III PROGRESS PAYMENT ESTIMATE NO. 4
ontract No.
062-85 Contractor King Construction Closing Date 11/25/85 Sheetl_of�
Est . PREVIOUS TOTAL THIS ESTIMATE TOTAL TO DATE
ei Description Unit Unit Price Amount Qt Amount
P c,ty. Qty Amount Qty Y
,hedule "A" Basic Sewer
Replacement Work
Mobilization L.S. $24,000.00 1 100% $ 24,000.00 0 0.00 100% $ 24, 00
377
Sa,:cut Pavements LF •50 1280 754 377.00 0 0.00 754 377,00
3 Common Excavation for Street CY 6.00 1600 190 1,140.00 190 1,140 00 380 2,280.00
Subgrade Preparation for Street SY 5.00 4800 1135 5,675.00 0 0.00 1135 5,675.00
5 Asph. Conc. for Full Width Street TON 34.00 740 0 0.00 0 0.00 0 0'00
6 Crushed Surfacing TON 8.00 1152 666.3 5330.40 0 0.00 666.3 5,330.40
7 Temporary Cold Patch SY 6.00 300 1204.6 7:22760 0 0.00 1204. 71221 .60
8 Cement Concrete Pavement Patch SY 100.00 8 0 0.00 0 0.00 0 0.00
9 Asph. Concrete Pavement Patch TON 100.CO 165 526 52,600.00 0 0.00 526 52,600.00
0 onument EA 150.00 5 0 0.00 0 0,00 0 0.00,
I 5edding Material TON 8.00 870 806.51 6,452.08 0 0.00 806.5 6,452.081f
2 Bank Run Gravel TON 4.50 6645 1439.0 6,475.59 0 0.00 1439. 2 6,475.59I
3 Foundation Material TON 10.00 50 0 0.00 0 0.00 0 0.Of,
4 12" Sewer Replacement LF 30.15 1583 1585 47,787.75 0 0.00 1585 787.75
5 12" Sewer in New Location LF 30.00 415 191 11,730.00 0 I 0.00 391 11,7's0.00
.i Existing Side Sewer EA 50.00 27 -31 1,550.00 0 0.00 31 1,550.00
I Side Sewer Length LF 20.00 150 156.5 3,130.00 0 1 0.00 156.5 3,130.00
Side Sewer Tees EA 75.00 27 31 2,325.00 0 0.00 31 2,325.00
J Television Monitoring LF .75 1998 0 0.00 1414 1,060.50 1414 1,060.50
Type I - 48 Manhole EA 2,000.00 2 2 I 4,000.00 0 I 0.00 2 4,000.00
Extra Manhole Depth VF 10.00 12 4 I 40,00 0 I 0.00 4 40.00
IMa Mi.nhole ,. F051 Drop Connection L.S. 19500.00 1 100a ro 1,500.OU 0 0.00 100% 1,500.00
Existing Manhole Connections EA 500.00 17 1+ 8,500.00 0 0.00 17 I 8,5Uu.00
1 Manhole #F045 Drop Connection L.S. 1,500.00 1 100% I 1,500.00 0 0.00 100% 1,500.00
Finish - Cleanup LF 5.00 1998 0 0.00 1305 9 025.00 1805 92025.00
Subtotal Schedule '1" $ 191,340.42 $ 11,225.50 $ 202,565.92
Schedule "B" Additive Sewer
Replacement Work
I Sawcut Pavements LF I 2.00 50 0 0.00 0 0.00 0 U.00
Common
2 Coon Excavation for Street CY 6.00 1°o 0 0.00 U 0.00 0 0.00
3 Subgrade Preparation for Street SY " 00 490 0 0.00 0 U.00 0 0.00
4 Asph, Conc. for Full width Street TON 34.00 145 0 0.00 0 0.00 0 0.00
5 Crushed Surfacing TON 8.00 242 39.6 316.80 0 0.00 39.6 316.80
6 IMonument EA 150.00 1 0 0.00 0 0.00 0 0.00
7 Bedding Material TON 8.00I 1-1 106.3 850.40 0 0.00 I106.3 850.40
8 Bank Run Gravel TON 5.00 ' 1353 1,765.00 0 0.00 � 353 1,765.00
a 12" Sewer in New Location LF 32.50 23c 233 71572.50 0 0.00 233 ',572,50
Television Monitoring LF .75 232 0 0.00 0 0.00 0 0.00
I Type I - 48 Ma^h,,t, EA 1,500.00 1 1 1,500.00 0 I 0.00 1 1,500.00
Extra Manhole VF 75.00I 2 0 0.00 0 0.00 0 0.00
3 Existinn Manhc ions EA 500.00 1 1 500.00 0 0.00 1 500.0 I
1 Finish - Cleanup LF 5.00 232 0 0.00 233 1,165_.00 233 1,165.00
Subtotal Schedule "B" $ 12,504.70 $ 1,165.00 $ 13,669.70 ,
i
HAMMOND.COLLIER IN WADE —LIVINGSTONE ASSOCIATES. INC.
CONSULTING ENGINEERS
1943.1965—42 YEARS OF PROFESSIONAL SERVICE
GCORGE R HAVM NG.PE 4010 STONE WAY NORTH
oA"o ERGR„L PLs
w iuAN V COLLIER.P[ $EA I EL E.WASHINGTON 98103 8090 RENNET-L EI>Wll N vl p
J.RRY R wAM PC TELEPHONE (206)632.2664
_.._ZCOI A,OGSTQ EP[ LBOE 562'7707(WASH.ONLY)
i'A NJALL a WRRALA.PC
ERCOERCA G Mt.PE
CA OPEENSECH[P.PE P O BOX 2967
NELS RJELSSAG PE 302 SOUTH MIS51ON STREET
w RGLOE RAYNARG.PC WENATCHEE.WASHINGTON 98801
TELEPHONE.1609)662 1762
November 25, 1985
Mr. Brad Holt
King Construction Company
4734 SW 312th Place
Federal Way, WA 98003
Re: Requests for Extra Payment
for Chanoed Conditions
Dear Brad:
Following our detailed discussion Tuesday, November 12, 1985, Dale trdahl and 1
have reviewed your letter requests. i
I
The following is a tabulation summary of each request together with our recom-
me -ion for payment of each. Each request with HCW-L justification documen-
t, is enclosed.
i
Your Letter
Request or Item King Construction
Detail Dated Identification Request HCW-L Recommendation
Force Account Side-
Sewer Extension
Sept. 04, 1985 A, B & C MH F039 Station 0+78 S 679.01
S 679.01
Sept. C , 1985 A, B & C MH F039 Station 1+385 S 824.68
S 824.68
Sept. 13, 1985 A, B & C MH F035 Station 3+30 S 400.87
400.87
REP{.v TO ❑SEATTLE O WENRTCH[
Mr. Brad Holt
November 25, 1^85
Page 2
Your Letter
Request or Item King Construction
Detail Dated Identification Request HCW-L Recommendation
Sept. 23, 1985 D $3,450.00 $3,450.00
Sept. 23, 1985 E Pay Contractor on
Ductile Iron Net Differential Cost Actual Statements
Substitution 12" 649 LF = 5258.20 for Materials Pius
for P.V.C. 6" 88 LF = 401.16 Special Delivery
and Special 12 x 6 Tees = 3514.85 (Authorized By HCW-L
Delivery Delivery - 753.83 Letter of September 17,
Tgw.w 1985).
Pay $9,928.04
Sept. 24, 1985 F Differential Cost For Pay at the Unit
Overlay Tonnage Unit Price of $41.25/Ton
Price For Lake Wish.
Blvd. Including Tack
Coat S41.25/Ton
Sept. 25, 1985 G MH Rim Adjustments Pay at the Unit
200.00 Per Each Price of 200.00
Oct. 4, 1985 H Force Account Pay $2,153.26
Lateral Relocation
Fire Hydrant
$2,153.26
Oct. 4, 1985 1 Grade Adjustments Fay 2 hour @ S550.00
3 Hours Plus $500 = $1,600
t $550.00/hr.
Total $1 ,650.00
+ 500 = $2,150
Mr. Brad Holt
November 25, 1985
Page 3
Oct. 4, 1985 J Force Account Pay $2,019.97
$2,019.97
Oct. 7, 1985 K Force Account Pay $1,824.73
$1,824.73
Oct. 8, 1985 L Force Account Pay $1 ,321.94
$1,321.94
Oct. 10, 1985 M $4,11n.66 Pay $2,235.01
OCL. 12, 1985 N $5.00/'.F. D. I. Pay at the Unit
Pipelaying Extra Cost Price of $5.00/t..F.
$550/EA. D.I . Tee Pay at the Unit
Price of S550/&,
A Change Order proposal for the HCW-L recommendations noted above will be
prepared and submitted to the City of Renton.
Sincerely,
Frederick G. Keri P.E.
FGK:sik
W11-101
KING CONSTRUCTION COMPANY 638.7819
4734 S.W.3121h PL. r • '� tr v
FEDERAL WAY,WASHINGTON 98003
Comr.Lim rro.KI-NOCO-209PN
DATE
`C _,,C�.,L PROJECTNO. IV*-*y Creet PV,4� 3-_--
er.rry,,,� Ce ll:r J1 U/,..Je 4- SUBJECT l7:ot-+cc 19ccv—Nth !-t_eNaJ1—
S+,v. - wt CO
Nur44 V �T Sia4 S+wei s
ti sec.i+te WA , �tEl�3- i�j�o --
Z.
----
I �.a�r_ Cv.C�osct� .ycl�•r Vev;ew e $ _ c).Tce
01-Cc0 -
_. rhhs ' �F oat; - toyo� d �Finas ' f �s� --
(�v.4L►t�t�ty C-Aw •+-Ce v- h1P,_
1 t
aJ - —
'1
� L
f
i
r
1
IhP nih Nn411 IPliertN!.nt w:tl dPInNNN1 hr be a handwritten form of communication Nat will boot increaw 'neS ,r ut d and reduce costs
Pay Estimates S--296 2+
r. .tt-G At: UultI tYunrt ntt.uc.0
(TO-be Completed at end of aa.Y1 wo<A day arc'
'4"d by both mprnems-,jm 0h below.)
CDN?TtAcroR: PROJECT NO. ZJ `.'� P• Zj
NAME _ K��-� (�.�51 Ikc+�.- C-e
PROJECT _�-• C-..r �/, , �
ADDRESS_y73v < ... -3 OWNER � i*`I
ciry F.A. RECORD NQ "
STATE DATE
DESCP.IPTM OF RIORK
H1 /� PCS
(Place x In
Mate yh
W ¢ c or Epuipmem
cbu.M,J
Z UNIT TOt AL TOTAL
r DESCRIPTION QUANTITY UNIT OOGT FOR REM COST
750 ,; f
F 17
2 7
L�� Jtir N?,k
7/0 ., YrA
A
67 -7
1T
13 ?9YI l4. 51
14
17
18
18
2D _ _ l•� i
21 _
22
23
2e --
25
SIGNATURES: (/� •/ /
CONTRACTORSREP, n
OWNEE s REP--���'��f�.1/L!1
�
� RITL
ALL FORCE ACCOUNT CLAIMS MUST BE VERIFIED BY THIS RECORD_
COPY
I. RETAINED AT RES. INSPECTOR'S OFFICE.
2. TO PROJECT MANAGER WITH DIARY SHEET FOR THE DAY.
1 TO CONTRACTORS REP. FORM NO. 1i 3 FARTS
I
F ICE ACCOUNT WORK REC( D
(To be o Dleted at end of each work day and
s4rwd by be,n Tepresomativee Ovown below.)
CONTRACTOR. PROJECT NO. t
NAME V-V C6v.G,?od'' 0O— r'. PH(UECT _L,"'d
ADDRESS 10= w ? OWNER .`.
CITY I`cr o.w I we.y STATE 1w ki 4 03 FA F-kDAT _RECORD N0 5
x
DESCRIPT. Of NORK_ £Y+r n�I S• r Ie S..,,',r hr c .. !r'
!%R O
Rlw x M
E. La.I
Z Mn.4N
W or Equip nent
S y UNIT TOTAL `1tfOTAL
DE"IPTION QUANTITY UNIT ODST POR REM COST
75d S /ir 3 2 -v0 AC 2. Su
2 ys
70•'I T r eckz
3.y 31.gp O
L. 1 .0 Sy //I bS
E �; ref l n • tr N S h :23. /Os,;./ /7 •
7
1/1 fT
0 rr...re !•4 Oi.
10
11 r• r( 75n s,,, re.n wcf�J S/D ,ti J, �. S,b� I,q.. � � � �
12, 1 O 15-
Ll. 3E -
1
u ;q
16 ;
16
17
18
20
1S i
23
24
}• SIGNATURE&
CANTRACTORS REP. _ 'q
OWNERS REP. ITIT�1
ITITLEI
f
ALL FORCE ACCOUNT CLAIMS MUBT SE VERIFIED t1Y THIS RECORD. - }
COPY
1. RETAINED AT RES. INSPECTOR'S OFFICE. 1
I. TO PRO*CT MANAGER WITH DIARY SHEET FOR THE DAY. R
3. 70 OONTRACTCRS REP. PORN NO. SEE 3 PARTS ,�
^"Uuml WORK HEGO 1
(To be wmdetd at and at roh work day and
SWW by both mprwanwiwaa ahown balow.l
CONTRACTOR. PROJECT NO.
NAME _ PROJECT F ..r at•�1 ha ar 3 t
ADDRESS N7 S.Y S w 3 �q
��� DINNER C 1 f r• r.�}.,,� -
' CITY F e n t wNy FA RECORD N0
STATE_ _ 'w JA —�8 ohs DATE _�f/11Pr
yA.
' OESCRIITIONOFM011K Sa�.'ryr•.+✓ rG� Sr'dr• S• �• o.f f<' r..trit S) ,rt ' a•
IFtars % an
F IAeu,
iC MatwWF .
w c ` m Eprlpnwaa
, Oa11Fnp)
W OMIT TOTAL t*OTAL
DEtGIMTgN QUANTITY MIT COST FOR ITEM ...COST _
1
2 7 F-; A, SYS �r it H� sF
•79 30. 6.0
6 rt . ,r �sy H6 0
e ll mot..+or _ ! kr .s� I•�r
7
6 � . tn. ♦r hr 7� 3 �0.4,
0 n hr tt33 27
10
11
Oa
12
1 r
14
S
15
18
17
18
' tK 20
a
t16NATURE1:
CONTRACTORS REF..
OWNERS REP
(TL1LE1 .11 ' •t
ALL PORCE ACCOUNT CLAAM MAT EE VERIFIED EY THIS REODRD.
COPY
1. RET AINEO AT RES. INSPECTORS OFFICE, v
2. TO PROJECT MANAGER WITH DIARY SHEET FOR THE DAY•
1 TO CONTRACTORS REP. 00RN M0. in 3 PARIS
1\ U
D
KING CONSTRUCTION COMPANY 838-7819
4734 S.W, 312th PL.
FEDERAL WAY,WASHINGTON 480C3
(\ Com, LK NO KI-NG CC-'709PN
1 \
1
.�
,.a DATE S�;JJ•t .Z ; .4 if
;��yt& }' ..._
` �r eJ w� L PROJECT NO. A -,4 c"e K jp),
. ....' fN/Aff ✓. -t: su"cyCI."
SIP +4 jA' Cl
V'" i jf- 71I � .� IP �u.• O,- J CeCtsa
ca� ('�nc..el � '.<...5 1 ,Ir ..,.. A L.r!4 Irof ff.Atj
G,t� r \^.d ,.�d'`.. :H1 :r, + T. •._ Co, + ,e.c* / i t-% * a Al f s.
C it SS„` ., �L,bw,.. •j. rt\ N ru.. rF U,1% Vd
1 r {f P1 1.Ui ••1..� } I�'1 � . w + f 1 ' �J• - r• •.[ (• ,,, n , _. , • � �nt
J C •L -� c .' c
4 �t /ir ,v i r�e*S Qa L
1N4ieC [ a: � a , ,. a '..a .l � Ei«IY•: �' ;•'. �� T .. :r < � . . 1
�T L� Art— �e Ira 0. ^,rr A0,e ' sf J,� Y 1
rrr tYfal « 1 ;.,., .. e ?�• y t,. 7X.t
c44' n C , r55
II I f f,J
i
1.15 ,"lurn,•d 1•Iflllw.xl .vIf U.'bryxni h. tk . b,plUWrlltln b,(rn NI .x NnuNiJl.nl p,11 r.11i UOIh IMYINf• 'V.Y . UXVO PN1 mib. ✓ {Mis I
KING CONSTRUCTION COMPANY 838-7819
` 4734 S.W. 312th PL.
c FEDERAL WAY,WASRINGTON 98003
Contr,Lw No KI-NGCC^209PN
t
Y1
r
1
OA7E Srp�Y
�ck1e V�o J1 I. PROJECT NO. µ.ve Ciraw L< 3
�}, y//O w.vw t✓w•� �e' ��:r'� �NNA'�'t - V;�', ...r .-t SUBJECT ♦�< 1'hP�oJ,'a� t�ww�..�<.__
jr i» N 1'u-y
w'
ii
Dp c.r
i
TI-tt (( -
�d1' c.. o p' ; o' A I�t
(A���t^^,. ��r! C�a�.�e �C T:,._t•: 1a � JtrwA Ljs tlf { rt -_.
O/.0 U "wit---�a. .. -
t 9. 6 sarri. . . , v1 '�t' •r..E�
F
1 _ (
'. S . ,r i.,'.. � �'. u(i (mac r ��. h • .
�lnCr:cl�
I �
,r I
�. .Lnm.d 1[Ilrrnr,el was QM1iwwo Dr t.+ 4 lua..lwripan Lnm ni .....rn....,ini n n..rt wJi bI'111 nu raesr nrcsanR us.•a .uul no., .• <uslti 1
1 /
JISit.>3 Av.w
y 11 �z.5 �y•33
161
S i�>`�5z Pwr•J z5y. o Izs�� —
11 •� 3co s. z�
•1 ,1 7 2e`1, i3 -
S 19Y.10 g►,7N1 �_ 3'tS.c�-r
12 x
�y G
yvnu
IZ" D.I . Pl*" 72. 77.5.73
{,Pvc �ti.iy Z3`I. v i =• t7y' = g . z5 = 2uy5. 5
57.0
+ii i t
b�
1 r 4a-ca.5 c. dlxs ry,��t
W�>'V-'- (.�� 1 -ti' IA W1+L+
`-;2 40 •oe
3
ALER COMPANY INVOICE
/f 14U• LLEVUE, WA 9t10U9• (206) 740,6400 lQEM1T TOj`iiOL
AffVIN ROAD N.C. •OLYMPIA,WA Ot1506•QW) 459 7300
/0 S.E. 13GTH ST. •CLACKAMAS, OR 910lb• 15031 222-7473
SOLD TO
WATER WORKS
KING CONSTRUCTION CO. SEWERAGE
TURF IRRIGATION
4%34 SW 3121H PLACE PUMPING
FEDERAL WAY WA 98003 EQUIPMENT ay
SUPPLIES
$HIP TO
TERMS PLEASE PAY ON TNIs
• '.. OF PAYMEN[ ,nV01[E AND show K444 0
NET `010 PRO$. 'NVOICE NUMBER ON
V•
REMITTANCE. 1
i'
CUSTOMER P.O.NO. I PROJECT REFEgENCE F.O.E. ORDER DATE Up0[R NO. IN VOI,;E DATE INVOICE NO.
ua H. D. F. CO. V/06/851841ti6.Q V/11/85 177032
4O.OQ Ex E.P.05,0.20 „b" CL- 50 OI 1J PIPE.. :i..js.7 .. 234.80
US OR GRIFFIN
SQ , VT IP/5250 12" L'L S2. 4I. PIPE ..1,J. 1 33.. 1 ,038.73
EA IF/1'552MMM 12" X 6" MJ TEE 26p.86 1 .075.44
W/ACCESSURIES
12.00 A. EA CA/C22AA 6" A/C CALDER COUPLING 6.12 73.44
12.OQ EA CA/UZ AC 6" A/C X Cl BUSHINU 2.84 34.08
KENNYDALE ... .
• i mow .,.. TOTAL l2,456.6V
IMPORTANT —Th4 tams and conditions of ialE wo pnnteJ 0n IbP reverie tide 0f lit., luNu.
PACIFIC WATER WORKS SUPPLY CO. INC. y
W c REMIT TO: S19992 PAGE 1
J P.O. BOX 3515 • SEATTLE, WASHINGTON 98124 • (206)223.0400 i ! .?y.
INCE 1917
9/23/1985
1223450
SOLD . KING CONSTRUCTION INC SHIP
TO 4734 SW 312TH PLACE TO W/C
FEIIERAL WAY, WA 98003
:1.. ��J . � - c a•..::.
TACOI1A - WILL CALL NET usn-.oTn
,ouowm.«ow*n 9/23/85
n^x�r,fyy,>.rr gin': .� •i - I' . �� I ter. � :# 1!-..ef,1'- � �." i.
254 12 CL-50 TJ III PIPE 254 1257.30 C 3193.54
n
2 6 MJ GSK ONLY 2 3. 15
6.30
3 12 DITTO 3 5.50 16.50
SUP-TOTAL 3216.34
FREIGHT
SALES TAX C.00
TOTAL 1216.34
ALL ITEMS NOT BEING SHIPPED ARE BEING BACK-ORDFRED,
NO MATERIALS ARE TO BE RETURNED WITHOUT AUTHORIZATION.
Vo^n PER MONTH LATE CHARGE ON ACCOUNTS UNPAID BY THE 15TH OF THE MONTH
,P W PACIFIC WATER WORKS SUPPLY CO., INC, _
`.' c REMIT TO S19515 FAGE 1•Y J V.O. BOX 3515 • SEATTLE, WASHINGTON 96124 •(206)223-0400
� 'INCE 191)
9/ b/1S85
1223450
SOLD HOLY CONST. COMPANY SHIP
TO DPA KING CONST. COMPANY TO • W/C
4734 SW 312TH PLACE
FEDERAL WAY, WA 98003
TACOMA - WILL CALL 6/85
fOLtOWwG NO«TM 9/
326 12 CL-50 TJ DI PIPE 326 1�90.00 C 3879.40
76 6 CL-50 TJ t . PIPE 36 V7.00 C 189.72
7 12 X 6 MJ AP III COMF','ICT TEE 7 269.13 1883.91
,
2 4 IOWA MJ G V -
256.10 512.20
2 4 MJ PLUG TP.P 2 IP7 2I �22_7._7 4 54.48
2 2 GALV PLUG 2
10 (0~ `pVc R�fCO CPL[,. 10 15. 40 154.00
6 6 PVC SW GSKD AB 45 ELL 6 8.97 53.82
6 6 PVC SWR GSKII PXS 45 ELL 6 6.49 50.94
6 6 PVC SWR GSKD AD 22 1/2 ELL 6 8.97 53.62
6 6 PVC SWR GSKD PXS 22 1/2 ELL 6 8.49 50.94
SUP-TOTAL 6869. 13
FREIGHT
SALES TAX 0.00
TOTAL 6889. 13
Ld_
ALL ITEMS NOT BEING SHIPPED ARE BEING BACKORDERED, j
NO MATERIALS ARE TO BE RETURNED WITHOUT AUTHORIZATION.
\ 1 V,%PER MONTH LATE CHARGE ON ACCOUNTS UNPAID BY THE 151H OF THE MONTH
OWLER COMPANY INVOICE
150• 9ELLEVUE, WA 96009. (206) 74641400 �REN11�TOl
ARVIN ROAD N.E..OLYMPIA,WA 98506.12061 4GS-7303
00 S.E. 130TH ST.•CLACKAMAS,OR 97015•15031 222.7473
/ FQLD TO
WATER WORKS
KING CONSMU4T[ON CU. SEWERAGE
TURF IRRIGATION
4734 SW 3121H PLACE PUMPING
EQUIPMENT fL
F EUERAL WAY WA 94904
SUPPLIES
$1410 TO t4r 1 .: .-H.•rL l•.i i1..�. . ...: J.,
TERMS PLEASE PAY ON THIS
• }� OF PAYMENT INVOICE AND SHOW K444 0
NET 1410 PROX. INVOICE NUMUER ON
REMITTANCE t
i
USTOMER P.O.N .O PROJECT EIERENCE o.RE. ROER DATE I ORDER NO. INV DICE DATE INVOICE NO.
11µ H. U. F. CO,
.� 0075%52MMM _- 12H X 61* MJ 1'E:E , .., , . . :. : ... ;26de84:' 268.86
W/ACCESSAkj, :5_
------------
• I r .i . . r l., • J .'rrU.,r li(Y ..WI..rY14.�. ..i.r ..-...l:U.r... ., .0 .. . . .II ' •{•
LL P, t Wit.
. �.P... .aU.w--u.:i. ♦IJ .TIJ +`��rS1� iw u.rAw+........erm..,�... , ... .,.. ... _. ...,.l.lit .+. •�
` s> Iwo TAINT—The terms and conditions of 11114 are printed on the reverse side of this form. �t '
Il
p-W PACIFIC WATER �T JRKS SUPPLY CO., INC.
REMIT TO S19810 F'AGE 1
L P.O. BOX 3515 • SEATTLE, WASHINGTON 98124 • (206)223-0400
j INCE 1917
9/16/1985
1223450
SOLD , KING CONSTRUCTION INC SHIP
TO 4?34 SW 3121H PLACE TO W/C
FEDERAL WAY, WA 98003
AFT USw .OTN
TACOMA — WILL CALL rcuow.»cro».� 9/13/85
10 12 ALUM CORE: FIFE 20 690.00 C 138.00
2 12 X 6 MJ AR TEE 2 345.04 690.08
6 6 PVC SWR GSKb BXS 22 1/2 ELL 6 6.49 50 94
SUB-TOTAL 679.02
FREIGHT
SALES TAX 0.00
TOTAL 879.02
I
ALL ITEMS NOT BEING SHIPPED ARE BEING BACKORDERED.
NO MATERIALS ARE TO/E RETURNED WITHOUT AUTHORIZATION,
1Ktie PER MONTH LATE CHARGE ON ACCOL NTS UNPAID 8r THE 15TH OF THE MONTH
KING CONSTRUCTION COMPANY 838aN19
4734 S.W.312th PL.
( FEDERAL WAY,WASHINGTON 98003
Cont'.LIC.No KI•NGCC•209PN NOV /l.- 85
November 15 1985
r)ale Erdahl e
Hammond, Collier, wade - Livingstone
4010 Stoneway North
Seattle, Wa. 98103
Dear Dale,
Please find enclosed force account records for equipment and labor to trans-
port ductile iron pipe and fittings from suppliers to jobsite.
As agreed at our meeting of November 11th with Fred Kern the change order shall
reflect actual material costs plus transportation costs.
Please include the amount of $753.83 in this change order for transportation,
costs.
If you have any questions please contact me.
Sincerely,
Brad Holt
1 —RCE ACCOUNT WORK REC%.tiD -
ITo be competed at and of each work day and
signed by both representatives shown below.)
( CONTRACTOR: PROJECT NO.
NAME �\ Co PROJECT —A'. c
ADDRESS H ly t w I12. Pi: PI OWNER C "*y go-
CITY rT Aftf+t l.✓At Y F.A. RECORD NO.
STATE L--- y �i r-Q-S DATE Set_13e/.w
DESCRIPTION OF WORK "'>t rc, .^t ..E,. a
IPlece X fn
LaOoI,
M.T«t«s
W ¢ c � « EouipmanT
O W 4 Colurer�)
= S W UNIT TOTAL TOTAL
DESCRIPTION QUANTITY UNIT (.UST FOR ITEM COST
t >( G Mac Ds ?c.57 sc y�
2 9/G r r • /5P o2t.fr3 32.20
3 _
67,0(( b'0•SO
6
8 rf�f • �. hr �G,cl "d.K 64. 5
9
to a 6��[_ =_.1Lsk r G Cv
it 2l �va r .26.P3 OF -PA Sp
12
1 q -1, - c L-�Q q I+7
S • Sv
15
16
17
18
tB
21 — —
22 _
23
1241
SIGNATURES:
CONTRACTORS REP
TT IT LE --
OWt+F.=S REP—_
(TITLEI
All FORCE ACCOUNT CLAIMS MIST OF VERIFIED fY THIS IIECORO.
Copy
1. RETAINED AT RES. INSPECTOR'S OFFICE.
2, TO PROJECT MANAGER WI1H DIARY SHEET FOR THE bAY.
3. 70 CONTRACTORS REP, FORM NO, to 3 PARTS
838.7819
KING CONSTRUCTION COMPANY
C 4734 S.W.312th PL.
FEDERAL WAY,WASHINGTON 98003
Color.Lk.No.KI-NOCC••209PN
1`
D A 14 L DATE SC"�"t' a?r-/ )4�F6
P..���G//'�r'"WanL "'T�S�^c PROJECTNO. /VotitT Cr-*C P1..te -3_
y0/O 570.1a uw y nlu, SUBJECT ^✓<.,....t Oa+cG. fir,-clt,}�5n
S�h+.It L'/ 98r03 -koSo
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Uy, Lo kt wRsN Iva;
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1 I
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Wilmh"t w4s lteii�lrxnl N ta. 3 1,mr rtllao form of '(NnmuniiaP�al qei wdl bolo incrve9C rrHr>5u9c y>two Brut n'U.ra CIISt)
KING CONSTRUCTION COMPANY 838 •o'`
4734 S.W.312th PL.
( FEDERAL WAY,WASHINGTON 98003
CoMr,L1C.No.KI-NG-CC-•209PN
. � t
... ` C DATE
PROJECT NO.#owet;.
wt!'P•••r'✓'. LP./pia,.. /.1/w..G 4I �lv,ha J!4♦•,t .. SUBJECT u f _./I..9ZN L!—f.y7.-I �
err. 144_'.-�yy/1J.. .. 9�/03'•Fajo - -. .---._
♦t
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r. 1 _
ca. S+; ,,4f ,A YXx C3rrAs
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a
..fin'. ILA.' I tattBrhr.N1 was •hrsnNavt Io he a handwrlllan IqT A N Mwbc,Von that will With ific W k-s"le AWN and Iiliu•'B cmts
KING CONSTRUCTION COMPANY s3saay9
4734 S.W. 312!h PL.
FEDERAL'NAY,WASHINGTON 98003
COME. ,IC.No.KI•NG-CC••209PN
DATE lU/-YL3l
PROJECT No. • . ,..mot
Alai '— SUBJECT Fn.e e.q
yyi _ .. ._._. _._�_`...F'hf rtl.•..,,,. It, f1 •• y..,r,t Z
!_� �es• __ trove • a f
c S rl•cc>rdS o F;n• ,/ J
//77 1n 0or � 4 mw t
I J f�.. _. '.. .�, S�WP /• F ly C a se MP.yI Q� Lw.lnt i4•/�_—�
-' c131 vD•
X . /._G"< _..t-o-m ! •�,7 -+L„s w�r k M .�_., y-c. �' ,?J 5 ,�4o2G... .. ... _ _—
I4
I
toil aHottndl IlttWh@jd •Ny ayi011l4 to tw d ha dO ,iltrn Iw+n of comf ,n:Cd1'on In
' JI wJl twl� itKlCdk T.a111ro S:.YCf1 dt10 r..
O b,
4
F .GCE ACCOUNT WORK RECt .D
(To be complstad at and of saa9 work day and
signed by both representatives dlorrn below,)
C CONTRACTOR: PROJECT NO.
NAME v B++ T PROJECT Gry c pAese 3
ADOREM y 3 y S«• 'J r2 OWNER r w .� ]2e 014 pto�
CITYO.
_ f+o <vT 1 Wu — _ FAL RECORD N
' +•' STATE WCA fr933 DATE _ Selpr JAI 15PT
DESCRIPTION OF WORK
L � -�e
(Plsaa % In
9 M�iniw
C or Equip
a$ a. DslwnrJ
S � UNIT I TOTAL 'TOTAL
S 1 u0 r DESCRIPTION QUANTITY UNIT COST FOR ITEM COST
2 }.y
/riG c /c 26 79 O Fr0
o.ck j��� o '�•�,a S hr 53.SY Z�4,79 -to,$o
4 , .nw, hr &..ou JI 1 G ,00
6 ro� Fla+ �--�ci r ?E, oU t s,,00 00
6
T / r. «�od hr 451 9E1 955
6 ! m e w.CNI^ 13-% 4� 1 3" u- q0.1
9 x !r «r 1 7 s h as 39 -W 43 53. 3�
l 11 A}jn: tr .- 357. IH/ l:k �16 3y
12 lx ,r � ? } r ;273 6$ 19 et93
1
tli E L P S cC.4,
17 /u. EO /%
16 4xl2re c. .,<.< «s /0 < c, � . ; /.., o / 1, C9
c G / ?F,7
21
ZZ
23
24
SIGNATURE&
CONTRACTORS REP.
TITLEI
OWNERS REP
(TITLE)
ALL FORCE ACCOUNT CLAIMS MUST EE VERIFIED EY THIS RECORD.
COPY
1. RETAINED AT RE& INSPECTOR'S OFFICE.
2. TO PROJECT MANAGER WITH DIARY SHEET FOR THE DAY. }
I TO CONTRACTORS REP. FORM NO. lot 3 PARTS j
F :CE ACCOUNT WORK RECC D
(To be completed at and of each work da} and
soled by both caprewmativss shown below.(
CONTRACTOR: PROJECT WIL
NAME cz" PROJECT ASr _
ADDRESS A17-3"•r S IV 311 - pl� OWNER _ L "`�•. s , tNfo>ti'
CITY `,>N WavF.A. RECORD Na.
STATE //x 9 3 DATE -5" / 5 i yF S
DESCRIPTION OF WORK L n c • s t 5<
(PNce x In
Lstw'
Mafarbb
a: ¢ ¢ � or Eeubnrnc
W G COIYmA.I
m Q W
z 0 UNIT TOTAL TOTAL
OEtp11/TION QUANTITY UNIT COST FOR REM COST
1 fr, t,,,tr L, r 334 yt, , l0
2 r ;> Kr+'o,? 5.s r ?6.sv
3 Lo. )moo•^<^ hr ..5z
4. 1pvrti 5, S J-I� Sz7 /i9. 3G SSa ?
i7 97
7
2v1 _
9 1 `• S K Cev,C1-'14 5
10
11
12
13
t4
15 I
16
17
18
1S
20
21
22
23
24
25
SIGNATURES:
CONTRACTORS REP, /ilC�c` J'* AC _
(7(TLF)
OW!.EHS
(TITLE)
ALL FORCE ACCOUNT CLAIMS MUST BE VERIFIED BY THIS RECORD.
COPY
1. RETAINED AT RES. INSPECTOR'S OFFICE.
2. TO PROJECT MANAGER WITH DIARY SHEET FOR THE DAY.
3. TO CONTRACTORS REP, FORM NO. 155 3 PARTS L.
• / + 11 � sl
KING CONSTRUCTION COMPANY 935.7815
4734 S.W.3I7m Pl. '
FEDERAL WAY,WASMINGTON 99003
CORM lb.No.KING{C•209P4
•1 _�.c..H1j"'lL', .•_ .G 1 . _ GATE
PROJECT NO. �E ,P£C I>'etSY 3
A - SUBJECT V2(pr
rtal.fsT ��_� �s=._ .�.rs.
+ Gjrtv�l-e pv . . rcy --
�ovr -Fav, w� r'! 41 y J
b`� .. L�/ik�r _ g rwrf• . ,f f-1 r.S< ; r_ ''�+t �e+,//i.-.. i/d < m
0;uw , c tv C�! 4,- �Jruak
' ( --- (j.\ / �r PU•.v �'..nQ Yb ca S
—. ._. _ -QNf/ Cur(�C ')-d Gf p�l�j•i b�. yr ___-._ .� __—
. _.. _ _ � LL/A o+ f ftl.-,r.1f G Or•riu�.
/jJo( ...per. 1ro
.� 1-c C' j_.f1.r' .. �C•/S / / - . _ -- �.
9
v- v,. •�.urr n Nr
OV.
IM1ii :n10/,•41) 1lIINlgb w1{ dU*wE 10 or ! han .with. 1w, 01 (OM1,Tyn:(il'On IM1JI v.dl IMIb ,nfroJ1! m!3 s,lp laelC in0 rltluu fmu
KING CONSTRUCTION COMPANY B3svB,s
4734 S.W. 312!n PL,
FEDERAL WAY, WASH NGTON 98003
COntr.Lk.No.KI•NGCC•'209PN
DATE DtYW`. _ ✓ iqF•
PROJECT NO..Clo-
-�-'+�• "_-_-r_,-��[��7 Wa N�_�• Sf'o r.t r.rt
SIJBJECT_E:
— v ��r .r
+,� ww�.
•!r,
S irJ wI ` 5•Fr'�•-r pM T t J
:•( �'• �'� •+ i,r �� (r ac+�c�S ('r± v\/I t^) 'I o .� v/9r �. 7
1
tl.lr �'11—. 41 IPItcme.a Nif aPt�(fnl0 IJ It .\ I.Jnitr,�ll\•n Il„in 111 (V,n nnn•(Jl Ol r�, _--
F ICE ACCOUNT WORK RECI D
(To be completed at and of each work day and
signed by both represemetives '^wn below.)
/ CONTRACTOR: PROJECT NO,
NAME K,'N� PROJECT t
ADDRESS- 4/7 3 H S w 3 J2 r.' ,r;J OWNER ( �� �°,� t,.r—' ,
CITY r r'^ - i qlv^ v FA RECORD NO. .3 1
STATE _ 2�!' / c%' DATE _ /Ft ZS
DESCRIPTION Of WORK '4rc I- ^`cs._ ,a fir, : _ /1r
-
7G yr
1plM X k1
�' Labw,
Jj MRerlal/
w a: m EQukxr. m¢
O a, Colo )
3 < p UNIT TOTAL TOTAL
= I W DESCRIPTION QUANTITY UNIT COST I FOR ITEM COST
k.
1 T .I C r •r r 6/7 71
2 ! 7c l� .,1 ,. cc
3
4
6
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20 _
21
n
23
24
SIGNATURES:
CONTRACTORS REP.___- •- . •'/'/"`%
fTITLEI
O'r!!F,R S REP._ _
IT IT LEI
ALL FORCE A0004JNT CLAIMS MIST BE VERIFIED Of THIS RECORD.
COPY
1. RETAINED AT RES, INSPECTOR'S OFFICE,
2. TO PROJECT MANAGER WITH DIARY SHEET FOR THE DAY,
3, TO CONTRACTORS REP. FORM NO. ISS 3 PARTS
I ICE ACCOUNT WORK REC 'D
(To be completed at end of each work day and
signed by both mpresern tires shown below.)
�Q� PROJECT NO. lr/en<.. ('y.<A- /��-�S' S
tv.S �.IMSYrktfi o.+ PROJECT - -
ADDREffi SY Stv 31ar ( / OWNER +• dr �fr�
CITY r. FA RECORD N0. K
STATE l i. 1 03 S DATE
DESCRIPTION OF WORK fw // iti le sift be•'en onr/ •,c ^' AS
IPu x in
Labor,
Material,
W ¢ ¢ a Equipment
ColummJ
m e�<< j UNIT TOTAL TOTAL
i S I m OESL711RION QUANTITY UNIT OOfIT FOR ITEM Corr
1 f"ZTC rVW,n rKr ' lr 33.U? �)7tl �/, C CY
111
or 50 / ti. 3C40 3S3B
-ir 4 y /, /8-°a- // '7cw 7.y.;< . Ir, r " S 3,oS1kt -77 -77a / JS� 2.99 � 95 3 • NIV
G'., a G 0 tF H.S> �"7r/.14
19
20
21 _
22
23
24
25
SIGNATURES:
CONTRACTORS REP._ —
(TITLE)
OwKe5S REP._ _
TT ITLEI
ALL FORCE ACCOUNT CLAIMS MUST RE VERIFIED SY THIS RECORD.
COPY
1. RETAINED AT RES, INSPECTOR'S OFFICE.
2. TO PROJECT MANAGER WITH DIARY SHEET FOR THE DAY.
3, TO CONTRACTORS REP. FORM NO, 155 3 PARTS
FORCE ACCOUNT WORK RECORD
(To be completed at end of each work day and
/ sOmd by both rspresentetiYw shown below.)
` CONTRACTOR: PROJECT NO.
NAME ,1Uc, PROJECT �OFf c H'<K I/ ><•S< 3
ADDRESS ` 3 `r ice'V-' OWNER c --
CITY L.. F./1. RECORD NO.
STATE e-t--/-9 y6oz3 DATE — Io H/dS
DESCRIPTION OF WOAK - R I� C' 8. Cl•� "c *•� ' o t I^s�o�
i . it �, ct..._ is.
(Piece X In
r IAbor,
2 /Aetvleh
W 2 a I a Epubnwnt
O w a C�umm1
m r
= S p UNIT TOTAL TOTAL
r OEBCRIPTION OUANTITV UNIT COST FOR ITEM COiT
J
2 ._ r 4, 23.31 3,2a �9
3 �rr.nw., .S .1,r ,42 6 2/ O-OS
4 e« r-..ck -4-/ Lear c 2 cc,
6 C.C.n7p nC' �•a `' ' . 73
7
e 330• :
( e
10
n — ,
12
13
14
15. --
16 _
17
18
19
` —�---
20
21
22 _
23
24
25 -- _
SIGNATURES:
CONTRACTORS REP.
ITITLE)
CW'4ERS REP._
(TITLEI
ALL F-014CE ACCOUNT CLAIMS MIST BE VERIFIED BY THIS RECORD.
COPY
1. RETAINED AT RES. INSPECTOR'S OFFICE.
2. TO PROJECT MANAGER WITH DIARY SHEET FOR THE DAY.
3. TO CONTRACTORS REP. FORM NO. 11515 3 PARTS
• 1 1 r
FORCE ACCOUNT WORK RECORD K
(To be completed at end of each work day and
signed by both representatives shown below.)
�. CONTRACTOR. PROJECT NO.
NAME CO. PROJECT ire lc a>+•K
ADDRESS
47'iNSIv S12+' �. OWNER t. I �..'bs
CITY _F�'P�eml L✓A.Y F.A. RECORD Nb.
STATE _ w n- Ci F-03 3 DATE
DESCRIPTION OF WORK —C ha S e $r cIt j ,.,.cr yb,r Q ar y/c _', due e9 ekA.IP
dtf F-Q 5/ 13 LZ'
(Place x in
Labor,
Materials
¢ < lu or equioment
m ¢ m a Colum. 1
O
2 J 3 W UNIT TOTAL TOTAL
DESCRIPTION QUANTITY UNIT COST FOR ITEM COST
1 Fa e� Gore S• S NQ /9.3T /cti. /��.si
2 / J ; w S• T I a ,si
3 CI �rb'hv n l�Nu 6 /JR a
< 1 e l e• e r 5 � N R ,3Y s• 6
5 man c -7, 5- /�o? .7 oKF a s7
6 c"/ !o,/6
7
6 F%R r S4S S, S N k
6 6
10 rc lr( '7SO j .YD c6
(�Om array /' I-/Q
11 *79 a C K O �P.f��
12 fun _ S, S /-/f� m: o—
13 t ra a „s 6- 1�1- i.T5' SD
14
15 6 "Fv /O /y.30 �,ys
16
17
18
19
20
21
22
23
24
25
SIGNATURES:
CONTRACTORS REP. 6 -- s % ., 7L
REP. (TITLE)
R ITLEI
ALL FORCE ACCOUNT CLAIMS MUST BE VERIFIED BY THIS RECORD.
COPY
1. RETAMED AT RES. INSPECTOR'S OFFICE.
2. TO PROJECT MANAGER WITH DIARY SHEET FOR THE DAY,
3. TO CONTRACTORS REP. FORM 110. 11111115 3 PARTS
L.
FORCE ACCOUNT WORK RECORD
(To be completed at end o4 each work day arq �/�[�
��tJ(b5
signed by both representatives showi below.) 'nb
C CONTRACTOR.: PROJECT NO. 2-fb
NAME _.�L"`"1 �s�5*t'v-ts itwn Co °RWECT o , yi cir-«iz �l-tecr
ADDRESS �l t,sL.'3 i�,y"�f UIVIER _ i* o Q< +."I
CITY _, F rw 1 we. F.A. RECORD NO. _
STATE I"i9ko73 DATE Tr �r+s'
DESCRIPTION OF W K Cy{•c^r� S%-fr 5+., 1 0, ps-I H �„ FO
"`t`_[s..� F..J.I
X m
LACor,
Male
Meterbls
¢ < tL or Eq..pmem
¢ m y Col.mn.l
O
7 f w UNIT TCTAL TOTAL
DESCRIPTION QUANTITY UNIT COST FOR ITEM COST
o,r; y 11 c /9-32 7.26' 9%-7
3 2 2,0 r5"5o241
4 4� rr L<5 y S hr 6.SI //ryk3 43.
5 j o Mom" Qc-s S %7r- 3 //j.6 r3G.3
3 7 fo
9 is l.i 7 r;2 S k,,- &/ 4U 703.50
10 �orrA 750 wZ C0 c+ry 1 I yn - > 9 L/�
i t yl uC K DU v.n P —_ I h r 30.rr 50. q-7
12+ ! tout 9 bra/ </ 6ir .-.ow
14
16
17 - —
18
19 I
20
21
22
23
24
25.
SIGNATURES:
CONTRACTORS REP.
_ -- (TITLEI - —
ua'.:c3S
(TITLE)
ALL FORCE ACCOUNT CLAIMS MUST BE VERIFIED BY THIS RECORD.
COPY
1. RETAINED AT RES. (NSPECTOF.'S OFFICE.
2. TO PROJECT MANAGER WITH DIARY SHEET FOR THE DAY.
3. TO CONTRACTORS REP, FORM NO. 166 3 PARTS
KING CONSTRUCTION COMPANY '38.7819 �q
4734 S.W. 3121n PL
FEDERAL WAY,WASHINGTON 98003
C4a.Lk.NO KI-NG-CC•'209PN
I�If 571--1 a L �
DATE [7crohfr �� /sjrl
/70w.w•....•� /e //:er liia✓• L-:r.'.,•t h..- PROJECT NO he fv Cf cK/l2hsSf 3 i
hf0/D Sta�fw.ry A/eff,4 SUEJECT /l/ £. 7r° Sf
� �c s f•r/r Gv R. 9 S/o; - Bo Sn
,
I `
— �Ci9Sc !'o /c"-v<e' �1..r t�cL,.cst eJ Cr+�ra
Ped
11JI - �a.. �/-' (�J7N LO 5/ - �n/•c f�S�, �rJll� P Y c a r� r :ten GtiC I'
7 _ eh !- On+. Mr� Gc /.Z ` C'O..0 nth •j tfii r•a c•r c...... Ioh-
Ye s C CC'h Ye /,'..f /)I q�l.s• rv�f.� /� ,S r....r�
[ f'Jlofr.. f L . T2i ; f Stort. J 'cc u.�c• s iru <
r
I I
./-X/ S e-S 'rt/ n, /. ,.f J . rfrj Af rr dF�.n�i/�r (•'r�. tell( `r
�� ♦ Jed -1 U
- !'� s.E�--t r .��/.//4-6C �.yG,�c % _ ��_T_, • - i vf ..i orY^ �
l l
i �
w IC[ ACCOUfiT WURK REC, .D
(To be oompletad at end of each work day aM
signed by both representative shown below,)
ODNTRACTOR: PROJECT NO, 2,5.0> �-
NAME . /Cr "W C4,S4rr.cf;s.- CD PROJECT .+ ✓tcC eSc 3 _
ADDRESS 73 S 3/i'•1e yl• OWNER Git p ".?.�,
CITY i^-t cr-.-I 1r F.A. RECORD NO, •1
STATE N/l�' DATE Dcla,6.r
1
DESCRIPTION OF WORK Glvr C t2w F'e+ fyg -I-- Fesr-,Cc5-2)
(Place x In
labor.
Malwish
W EQ,tiptnant
W a CWunnl
W
Z 3 OO UNIT TOTAL TOTAL
W DESCRIPTION QUANTITY UNIT ODST FOR REM COST
1 �
2 L/i 1c rL • 07 7r $•1 HD
3 4 r? r s17,58 806Y
4 Ocx OtAmr, I er+oJ� % �, . 153,57 h'.�Fr,56 Jj rj.2.S4
5 -,r < IJu ,,P �Gt'+t_:o- ' a hr 5' t57 ".4156 J/9.24",
6 Yam., Tlo- cc b' �.- /t`r IIV IV.A:)
7 1rf +n.•.•a v. •-• - 33.H1 .267.3G >.O.B>�
9 iJ �,.r- f-vr
ht V4,5y 2i�2.3.Z r2,5-4, 7P
Ar
10 .r
�`�' --- - a h42 -7v
12
13
14
15
15 -117
19
20 ---
2/ - -- ——
22
23 ---i—_
t24
SIGNATURES:
CONTRACTORS REP. '
014NEFS (TITLE)
(TITLE)
ALL FORCE ACCOUNT CLAIMS MUST BE VERIFIED NY THIS RECORD.
COPY
1. RETAINED AT RE& INSPECTOR•$ OFFICE.
J. TO PROJECT MANAGER WITH DIARY SHECT FOR THE DAY.
3. TO CONTRACTORS REP. FORM NO. 105 2 PARTS
KING CONSTRUCTION COMPANY 838-7819
4734 S.W.312th PL.
CFEDERAL WAY.WASHINGTON 98003 t COW LIC No.K!•14CCC`209PN
('ctnher 17, 1OP5
Dale Erdahl
Hammond, Collier F '+tade-I-ivingstone Ass.
4010 Stoneway to.
Seattle, Irta. 98103-8090
Dear Dale,
This letter is in response to a request from your firm for backup information for
change order requests. The change order requests in question are as follows:
' M
(1) Ductile iron pipe and tee substitution on V. 28'� P1. h N.E. 21T� St.
+De (2) Unanticipated delays flue to utility crossings on ;'.F. 2P'" St.
T IA" (3) Unanticipated delays due to parallel storm sewer on E. 27� St.. �
Item 1: I9F
For ductile iron pipe and tee substityY�o/'A requested as !ollox w9 Gliww��
12" dutile iron pipe inplace 9.6H + .00 $14.6P additional per foot G
6" ductile iron pie¢ in place 4.90 + - 54.90 additional per foot f$';
12 x 6 tees in place 396.Fo + 600.00 $99 PO additional each ��lf'r'
r Extra labor for 12" DI vs. PVC is caused by sheets _ inc n at the tail
end of the box& havinq to excavr•te in front of the box deer cute in order
to lay IS' pipe lengths. ','heras with 12.5' pipe lengths all work can be
accomplished in the confines of a 20' box. (see atached drawings) Qso
more machine work is required with DI vs. PVC and therefore Mows do!•m
production. In addition on V. 2P" Fl. the closer proxini.+y of the 6" water-
main and- sandy around reauiree the use of solid sheetinr on ho`h side¢ of the
box to protect the watermain from breakage. The handling of the sheets slowed
prodicti.on ronsiderahly.
I figured that the delay due tb the above reasons amounted to M0 additional
time for DI vs. PVC and that amounted to $5.00 add tional foot for lehor.
ow- V� 11-11,JR.
For the Di tees we requested 6n ditional for labor. ? found an error in
my figures and revise that t 50.00 The following are my reasons:
The DI tees had to be assem ed in the ditch due tb the minimum slope
of the lines. This required that three MI joints and two DI cuts be made
for each tee. As the precise location of the tees were not known until
excavation took place the cuts on the DI could not be made until the
tench was excavated and thusly while the cut was being made the crew
was at a standstill. In addition to the time for cutting is the actual
labor of assembling the tee and side sewer with a resulting delay to the
crew.
Hy estimate of the delay is a corserative 1 hour longer installation time for
DI vs. PVC. I -arrived at my 5550.00 per tee request by taking crew time cost
t
KING CONSTRUCTION COMPANY 838-7819
4734 S.W.312th PL.
( FEOERAL WAY,WASHINGaTON 98003
`. COMA.Lk.Na KI-N"C-•209PN
per day and divided by 8 hours. (see attached force account work record)
This came to $558.95 per hour. From that I rounded down to E550.00 per tee.
Item 2:
t1 The following are King Construction CO.'s reasons for asking for an extra
V due to delays caused by unanticipated utility crossings on N.E. 2T.l St.
Please refer to my September 23rd letter. As stated in my letter I considered
these utility crossings as "changed conditions", which are provided for under
section 4-1.07 of the standard specifications. As these utilities were net
indicated on the plans they were not considered in our prorosal. eecausc of
the depth of this run these crossings caused a considerable delay to our
rrcduction. My estimate of the delay is one hour per utility except for the
utilities at MH F045. The amount' requested is derived from crew costs per hour
as figured on force account work record K 1. For the water and power at hV!
F045 I requested S1450.00. This was derived from force account work record
t; 2. It took four hours to excavate for the pipe at *i F045. blith no utilities
It could have been done in about ii hour. The work sheet shows $1714.34,
which I have reduced to 11450.00. I believe this is a true cost of the delay
involved.
Fred Kern suggested that I -take a look a the following sections in the stand-
ard specifications: 7-1.17 & 73-3.06 In looking over 7-1.17, it is Iry
( opinion that this section only deals with the contractors liability for
damages to utilities resulting from his operations not consequential damages
caused by conditions not indicated in the contract. .ection 73-3.06 does
not apply to this request as section 73 is only conserned with water -ain
construction.
Item 3:
(v) Iur reasons for asking for an extra for unanticipate' celay� due to
stnrr sewer cn run : (F051 - F052) are the same ar for request if,-
This is a clan^ed condition as defined by seetinn 1-1 .1' in the stanz. r, �
ifications. This storm line was not in-?ic-ted on !�, rlans ar,d i* taus
o^nsiderahle delay. "his delay was caused `y !:avir- rort t)e 1?*
'ur'n excavation for '''•e so!,-,er .tine and th f "``�+. parr..? the act th.-� 1 ,.+•
�o close, ve had to content: -1 th loose ground cord 4ti rs. :n -y -Ct,--
-tter : requested 54117.rA. This amount was derive a for .: account
,rk records for one additional day than esti.meted ?. r: rropcsa% I believe
y4j sskina for an extra day e: crew costs is a fair r?-,•.:' •: ent '.or t'le ploy
Y ceu _ the unr.aticihated rarallel store lint.
For all of the above change order requests the contract allows for force
I
account payment, but in my opinion this method would be more costly.
If you have -any questions please feel free to contact roe.
Sin
�
il
Pra.'. "Olt
i
FORCE ACCOUNT WORK RECORD
(To be completed at end o1 each work day and
signed by both representatives shown below.)
C CONTRACTOR; PROJECT NO.
NAME C0Y. 1-rve.'Fir.. C PROJECT . v C "e X. nrr 3
ADDRESS 1 H w 3 /2' d/ OWNER
CITY F.A. RECORD NO._ 3-
STATE 1'� p— DATE
DESCRINPTION OF WORX S+t,// t7S ✓iPL 7n tec. o� .✓vC dTtES 0�
ag » �L
mace X in
yj Labor,
Matvr als
¢ < w or Equipment
m ¢ c u Colpmn,)
O w
Z < O UNIT TOTAL TOTAL
Z W DESCRIPTION OUANTITY UNIT COST FOR ITEM COST
1 / 13 k
2 X r s s 1,r A;? Pv , 4f
_. r 53.57 p sC d -bH
5 y e, e rt
5 X
B 9 r, C -4 Hof
9 h K .t
10 ir Y S__ ♦t fS / r t J f f° ey.
1r
13 1 ,
ry 32 "r+ 7F
14
16' o er / -2- S Hk 7 0 7
17
t8
Tc r. i l�4':/ d-
ie 2
20 1Y7/ la
21
22
23
24
25
SIGNATURES: /
CONTRACTORS REP.
IT IT LEI ✓
REP
IT IT LEI
ALL FORCE ACCOUNT CLAIMS MUST BE VERIFIED BY THIS RECORD.
COPY
1, RETAINED AT RES. INSPECTOR'S OFFICE.
2. TO PROJECT MANAGER WITH DIARY SHEET FOR THE DAY,
3, TO CONTRACTORS REP, FORM NO. 169 3 PARTS
F. .;CE ACCOUNT WORK RECL.SD
(To be ownpleted at and of each work dry and
signed by both representatives crown below.)
CONTRACTOR:, PROJECT NO.
NAME K cC C7,9T'. 'I;Cv C PROJECT —Z"' C r P r C hrY /.a<C 3
ADDRESS, �> • S W 3 /,. =(J/. OWNER C_—t y AQ .,tv,
CITY —}rc >n l wr4Y F.A. RECORD NO. °+
STATE Gv/�- .Lv;k3 DATE i e . .+ .a3t 14/*r
DESCRIPTION Of WORK. C w c x-✓ sa ti: . .. : s� a
T Uyi / owl..
Ivlaca X In
Z MetMWe
6 ' w Equip w I
Coluam)
O
W
Z O UNIT TOTAL TOTAL
W DESCRIPTION QUANTITY UNIT COST POR ITEM COST
1 .. „ rC, for- ,/Fr,�., r;.
3 � ' 2 F7
6
7 _ 0 Uwe 37? Go
u '
> '.?o /tau ,•0 4y £-�
hr 4
12 war i4w
1
14
15
16
17
16
19
20
21
22
23
24
25
SIGNATURES: /,—
CONTRACTORS REP.
OWNEnS REP. V RITLEI
RITLEI
ALL FORCE ACCOUNT CLAIMS WAT NE VERIFIED 4Y THIS RECORD.
COPY
1• RETAINED AT RES. INSPECTOR'S OFFICE.
2. TO PROJECT MANAGER WITH DIARY SHEET FOR THE DAY,
3, TO CONTRACTORS REP. FORM ND, is 3 PARTS
C '
KING CONSTRUCTION COMPANY 838-7819
4734 S.W.312th PL. �U//1`Ff
FEDERAL WAY,WASHINGTON 98003
�. . _ .tle:fto:'1caN006•eo9aN�-_--..
s ;
r i-1
r i
e
' F-1
I
I,
i
KING,CONSTRUCTION COMPANY 838-7619
4734 S.W.312th PL,
FELERAL WAY.WASHINGTON 98003
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HAMMOND,COLLIER&WADE- LIVINGSTONE AS. )CIATES. INC.
CONSULTING ENGINEERS
1943 1965--42 YEARS OF PROFESSIONAL SERVICE
C EDRDE R HAMAM7nD P£ 4010 STONE WAY NORTH
OALEO VLS
WILL!AM PCOILICR PE SEATTLE WASHINGTON 96103-8090 MENNET-L EONGTO
N P.S
LARRY R WADE PE TELEPHONE.1206)632 2664
RRUCE L!V!NGSTONE.PE 1 800-562 7707(WASH ONLYI
RANDALL D HERRALA,PE
FREDER!CA G KERN.PE
ER OFFENRECHEN PE PO BOY.2967
NELS NJELSSAD PE 302 SOUTH MISSION STREET
HAROLD E RAVNARD.P E WENATCHEE WASHINGTON 98801
TELEPHONE (509)6621762
November 25, 1985
AO` e
Mr, Robert Bergstrom P.E.
Engineerin, Supervisor
City of Renton
200 Mill Avenue South
Renton, WA 98055
Re: Phase III, Honey Creek, King Construction Company Contract
Change Order
Dear Bob:
Enclosed is an engineer and contractor signed Change Order No. 1 proposal
Dale Erdahl and I carefully reviewed the requests for extra payment with
Brad Holt on Tuesday morning, November 12, 1985. Further information was
requested from Brad to support labor mat-rials and special delivery charges.
A copy of our letter of response to each of the requests for extra payment
made by King Construction Company is also enclosed.
We recommend that the Change Order as prepared be executed by the City.
Sincerely,
Z*161-
Frederick G. Kern, P.E.
FGK:jkg
Encl.
1-105
RERY TO :1 SEATTLE ❑WEN.TCHEE
HAMMOND, COLLIER&WADE- LIVING. .JNE ASSOCIATES, INC
CONSULTING ENGINEERS - �' 7. = • J W IMl U LS
4010 Stone Way North
Seattle,Washington 98103
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12061 -632 2664 ., �4_% �/✓L L'�Sd
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GENTLEMEN:
WE ARE SENJIL` YOU ❑ Attached ❑ Under separate cover via the following items:
�' Shop drawings ❑ Prints Plans ❑ Samples ❑ Specifications
❑ Copy of letter ❑ Chanje order U ._
Cone DATE NO. oEScllPTloN
el.,44AIC e- !'cOBK Art % LC7T�� OF /('£Gd/>HE•�/O/JT10 N
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�G llpG� C.O. # / /vo.e CO�lPGE,rG l2
THESE ARE TRANSMITTED as checked Wnw.
❑For review ❑No exceptions taken ❑Resubmit copies for review
$For your use ❑Exceptions as noted ❑Submit copies!or distribution
0 As requested ❑Returned for corrections ❑Return correcteo prints
0 For review and comment ❑^_.
REMARKS __ _.
COPY TO _ -J
SIGNED: .L•i-`l'E� �r is -
II,eclowns ,4 not n m.d. Amaly not,ty u,at oil,.
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KING CONSTRUCTION COMPANY
838.7a,8
4734&W. 3121h PL.
FEDERAL WAN,WASHINGTON 98003
Caw.Lk.No."Q-C •209PN
NovemLer 15, 1985
City of Renton
Bob Bergstrom
200 Mill Ave. so.
Renton, We. 98055
Dear Bob,
As per our conversation during the meetion concering change order requests, I
have delivered excess material from honey Creek Phase 3 project to your city
pard. For your review and payment I have enclosed a signed reciept and Invoice
for these materials.
If a separate billing is unsatisfactory please contact Fred Kern so that he may
include the amount billed in our next estimate.
If you have any questions please contact me.
Sincerely,
Brad Holt
STATEMENT
19�Y KING CONSTRUCTION COMPANY N2 Q U 1 9
4734 SW.3121M PL.
FEDERAL WAY,WASHINGTON 98G03
Comr.LAC.No.KbYGCC••209PN
TO:The Cit4 of I1::nton
5u Hot Barr 5trow
. 4 .mac 4 _zi-i __ r Lc)rc Jcb, . 611 to Citj
,25 1". of le" 1 0. iiYc: 4.27 par ft. 3i,06b.75
44.0 " ra. 358.56
£' ua. " 12" "antGlo Coayliwa 27.0G " " 1&4.4E
2 ea. " 4" Ceti- V;,.lvt's /ss. , 28L.29 yo: F.. c72.c^
a 4,1C2.i7
Sales Tax 8.176 338.77
a 4,521.14
w.
Received of Kink Construction ,
58 Pj-ves 12 inch PVC 126 t'eei. long
8 6x12 T's
8 Manhole collars
2 4" gate valves with accessories
n
ALICE W.
eNABB
FOR SEWER CREW
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DATE: October 31, 1985
TO. FINANCE DIRECTO11
FROM: PUBLIC WORKS DIRLCT'OR
SIIBJECT: PROGRESS PAYMENT
CON'I'RACTUIt: King Construction Company ESTIMATE NO, 3
CONTRACT NO. 062-85 PROJECT: Honey Creek Phase III
Sewer Replacement
1. CONTRACTOR EARNINGS 1111S EST'IMA'IE $ 83,618.05
2. SALES TAX P 8.17, 6,713.06
3. IMAL CON'111ACT AMOUNT TINS 1ES'I'IMA'IE $ 90.391.11
4. EARNINGS PREVIOUSLY PAID CONTRACTOR $ 169.175 .44
S *FARNINGS DUK CONTWA-012 '1'II1S 1:511MATE $ 79,437.15
6• SUBTOTAL - CONTRACTOR PAYMENTS $ 248,612.59
7, l(FTAINAGE ON PREVIOUS EARNINGS $ 8,903,97
8. ** RE'1'AINAGE ON FARNINGS TIIIS ESTIMATE 4,180.90
9• SUB'I'0'1'AL - RE'IAINAGE $ 13,C34.87
10. SALES TAX I'lU:VloUSI,Y PAID $ 14,424.43
11. SALES TAX DUI: '!'Ills GS'I'1MA'1'L' 6,773.06
12. SUBIWAL - SALES TAX $_ 21,197.49
*(95X x lime 1} GRAND TOTAL $ 282,894.95
**RLTAINAGE: 5%
FINANCE DEPARTMENT ACTION:
PAYMENT TO CONTRACTOR (Lines 5 and 11):
ACCT. N _ 421/060/015.o96 38 65 19 ; 86,210.21 13
ACCT. p
ACC r.
ACCT. 0 _;
ACCT. / _ _
RETAINEO AMOUNT (Line 8) : ; r --
ACCT. A 421/000/015 596 38 65 19 ACCT. / 4,180.90
ACCT. N ----
;
ACCT. A $
�—
,
ACCT. / s ----
A
CHAnTEn 118, LAWS OF 1966 TOTAL THIS ESTIMATE ;_ 20,391. 11
CITY C)F RENTON CERTIFICATION
1. TII ERA)ER'srAIED DO 11PIEDY C.WT -401R rj .LIV D,
,G AAIY, 1NA, ME W11A�is NAY114IN fumm"Io. ME
EEIwICE7"f W*ACO CR MI(.J"ft'O.WD AM C,"I"IED 1 �
1Ri"t A" TMl .N1 C1 N A ,A121 N% M MPAD
011t RiAM1OM AaM vl " bA Of pm' AM TNI 1 A11 AIIWy1lDD ID AYIIBIII(Ait A•A CSMIE, to&*V Ct��,AAAE t����1
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CITY 01-AENI-ON • DEPARTM[01 OI: ENUNi:!_IZING
•( • MUNICIPAL BUILDING. 200 MILL AVE, SOUTH, RENTON. WA 90055. 235.2631
t
ir'. Ill PROJECI Iioney Creek Phase III
PROGRESS PAYMENT ESTIMATE NO 3
-ontracl No. 062-85 Contractor_.�King Construction 10-37-85
Clos,ng Dale_ ._, She et Lott
hr.lb Descript,on Vml Unil P.,ce - _Esi �I-'REVIOUS TOTAL TI0S ESTIMATE T0 TAL TO DATE
_.
QrY Qly Amount Qty A,nounl Qty Anwuni
Sehedul^ "A" panic Sewer
Replacement Work
I Mobilization t..S. $74,003.00 1 100% 24,000.00 1001 24,000.00
2 Sawcut Pavemen L, LF .50 1280 754 377.00 754 377.00
1 Cannon Excavation for Street CY 6.00 1600 190 1.140.D0 190 1 ,140.00
1 Subgrade Preparation for Street SY 5.00 4800 1135 5,675.00 1135 5,675.00
5 Mph. Conc. for Pull Width Street TON 34.M 740
5 Crushed Surfacing ION 8.00 1152 214.7 1,717.60 1451.6 3,612.80 666.3 1 5,330.40
7 Temporary Cold latch SY 6.00 300 IO65.fi 6.393.60 1139 I 9 P34.00 1204.4 /,227.60
CnInont Concrete Pavermnt Patch SY 100.00 8 i
1 Asph. Concrete Pav-ment Patch TON 100.00 165 342 34,200.JO 194 18,400.00 526 52.600.00
'U Monunrert EA 150.00 5
1 Bedding Material TON 8.00 870 752.43 6,019.44 54.09 432.04 806.51 6,452.08
Bank Pun ,ravel Toll 4.50 6545 1272.7f 5,727.36 66.27 748.Z1 1439.0 6,475.59
1 foundation Material Toll 10.00 50
4 1?" Sewer Replacement LF 30.15 1583 1414 42,632.10 171 5,155.65 1505 47,787.75
12" Sewer in flew Location LF 30.00 415 391 11,730.30
391 11,730.00
6 Existing Side Sewer EA 50.00 27 27 1,350.00 a 200.00 31 1,550.00
7 Side Sewer Length LF 20.00 150 148.5 2,970.00 8 160.00 156.5 3,130.00
'+ Side Sewer lees EA 75.00 27 27 2,025.Oo 4 300.00 31 2,325.00
+ Television Monitoring LF .75 1990
'I Type I - 48 Manhole EA 2,000.00 2 2 4,000.00 I ? 4,;700.00
I Extra Manhole Depth YF 10.00 12 4 I 40.00 4 40.00
Manhole Nn, FO51 Drop Connnrtfon L.S. 1,500.00 1 100% 11500.00 f 100% 1,500,00
Existing Manhole Connections EA 500.00 17 13 6,500.00 4 2.000.00 17 8,SOO.00
I Manhole Ar045 Drop Connection L.S. 1,500.00 I 100% 1,50C.00 FOOT 1,50.00
f fnish - Cleanup Lr °.00 1998
Subtotal Schedule "A" I 153,405.12 37,935.30 191,340.42
Schedule "B" Additive Sewer
Replacement Work
I Sawcut Pavement. LF 2.00 50
2 Cm n Excavation for Street ICY 6.00 180 I(
I Subgrade Preparation for Street SY 5.00 490
1 Asph. Conc. for Full width Street TON 34.00 145
Crushed Surfacing TON 8.00 2z2 39.6 316.80 39.6 316.80
' Monument 150.00 1
Bedding Material i„ I 8.00 100 106.3 850.40 106.3 650.40
Bank Run Gravel TON 5.00 400 353 1,765.00 353 1,765.00
12" Sewer in New Location Lr 32.50 232 233 7,S72.50 233 7,572.90
Television Monitoring LF .75 232
I Type l - 4B Manhole EA 1,SLID.00 1 7 11500.00 1 1,500.00
tl Extra Manhole Depth VF 75.00 2
+ Existing Manhole Conrictions EA 500.00 1 1 500.00 1 500.0
I finish - Cleanup LF 5.00 232
Subtotal Schedule "B" 12,504.70 12.504.7
Force Account Field orders for
Chan4ed Conditions 12,169.59
12,164.5
C*14
CITY Oi-- EN"TON • UEI)AIZ-fMl*1- OFLNGINEEKING
MUNICIPAL BUILDING, 200 MILL AVE SOUTit RENTON, WA 96O55. 235-ZG31
Ilonc
PROJECT�. Y Creek Phase III PROGRESS PAYMENT ESTIMATE NO., 7
-ontract No. 062-85 _,- Contractor King Construction Company
-- Closing Dalt . 10-31-85 SheetLot,�
�t e, Est PRE V(p US TOTAL TI i1S ESI[MAT L TOTAL No Descriptio.t -1Unit Unit Pr�Cs ----�I TO DATE
p.Y. 4,y r q',nou•,t Vty ' -Amount 9r Amount{ Y
Schedule "C" - Additive Sewer
Replacement Work
I Sawcut Pavements LF S ).00 20
i Crushed Surfacing TON 8.00 55
3 Asphalt Concrete Pavement Patch TON 100.00 60
4 Monument EA 150.00
S Bedding Material TON 8.00 60
ti Bank Run Gravel TON 5.00 360
Foundation Material TON .01 50
x Carrier Pipe Repla.:ement L.S. 30,000.00 1 100%
9 12" Sewer Replacement LF 32.50 IOF 30,000.00 Too, 30,000.00
'+ Television Monitoring IF
JS 323
1 Existing Side Sewer EA 50.00 2
Side Sewer Length
LF 20.00 16
f Side Sewer Tees 75.00 2
Install New Pipe in Exlst.Manhole EA 500.U0 4
2 11000.00 2 11000.00
l 'mi sh - Cleanup LF 5.00 323
Subtotal Schedule "C"
31,000.00 311000.00
Schedule "0" - Additive Sewer
Replacement Work
I Sawcut Pavement LF .75 660
Cru,hed Surfacing TON 641 480.75 641 480.75
A.00 60 '
+ Temporary Cold Patch Sy
6.00 360 207 1,242.00 207 1,242.00
+ Asphalt Concrete Pavc^^nt Patch TUN
100.00 60
Monument EA 150.00 I
Bedding Material TON
A.00 160
1 Bank Run Gravel TON 5.00 470
8 Foundation Material TON .Ol 50
9 12" Sewer Replacenx+nt LF 32.50 310 310 10,ON.00 310 10,075.0
O lel..visi"n Monitoring LF .75 310
Existing Side Sewer EA 50.00 9
s ' Side Sewer Length LF 9 450.00 9 450.00
1 Side Sewer lees EA 2'J.OU 45 38 760.00 38 760.00
75.00 9 9 575.00 9 675.00
1 Existing Manhole Connections EG
50 .00 2 2 1 ,000.00 2 11000.00
'i Finish - Cleanup tf
5
5.00 31O
Subtotal Schedule "D"
14,682.76 14,582.15
GRAND TOTAL
.I Subtotal Schedules "A" "B" "C" I; I
"0" Plus Field Orders for Chanq 1 Car„iitions 178,079.41 t
83.619.OJ
,) Petainage: 5% x (a). 261,6o7,gf
8,903.9 4,180.90 13,084.8
-) Earnings Payable this Estimate
(a) (b)' 169,975.4
79,437.15 n
I) Sales Tax: 8.1% x (a). 248,612.5
14.424.4 6,773.06•1 21,197.4 Amount Due this Estimate (c) 6 (d x 183,599.8
H ,210..1 269,810.0
Grand Total (a) d (d). 192,503.8
90,391.11 282,R94.9
I I �
DATE: October 31, 1985
TO: FINANCE DIRECTOR
FROM: PUBLIC WORKS DIRECTOR
SUBJECT: PROGRESS PAYMENT
CONTRACTOR: King Construction Company ESTIMATE NO. 3
CONTRACT NO. 062-85 PROJECT: Honey Creek Phase III
',ewer Replacement
1. CONTRACTOR EARNINGS THIS ESTIMATE $ 83,618.05
2. SALES TAX @ 8.1% 6,773.06
3. TOTAL CONTRACT AMOUNT 1'11IS I:SI'IMATE $ 90.391.11
4. EARNINGS PREVIOUSI.Y PAID CONTRACTOR $ 169,175 .44
5. *EARNINGS DUE CONTRACTOR THIS ESTIMATE $ 79,437.15
6• SUBTOTAL - CONTRACTOR PAYMENTS $ ?48,612.59
7. RETAINAGE ON PREVIOUS EARNINGS $ 8,903.97
8. ** RETAINAGE ON EARNINGS 1111S ESTIMATE 4.180.90
9• SUBTOTAL - RETAINAGE $ 13,084.87
10. SALES TAX PREVIOUSLY PAID $ 14,424.43
11. SALES TAX DUE 1111S ESTIMATE 6,773.06
12. SUBTOTAL - SALES TAX $ 21,197.49
*(95% x Line 1) GRAND TOTAL $ 282,894.95
**RETAINAGf: 5% `
FINANCE DEPARTMENT ACTION:
PAYMENT TO CONTRACTOR (Lines 5 and 11) :
ACCT. N 421/000/015.596.38.65. 19 _ $ 86,210.2.1 N 3
ACCT. N $ N
ACCT. N - $
ACCT. N $ N--
ACCT. N $ --
RETAINEu AMOUNT (Line 8): —"—
ACCT. N 421/000/015 596 38 65 19 $ 4,180.90 N 3
ACCT. N $
ACCT. N $ N
ACCT. N $
ACCT. N $ N
CHARTER 116. LAWS OF 1965 TOTAL THIS ESTIMATE
CITY OF RENTON CERTIFICATION
I ME ummlt SE11E0 w ,19IL8`/ CE1111" IRIDER remoY 01
NN.MIY, MIT ME MArINAIS WV[ MEN jWk%Np MC I�r
SEMICES NNOEREO Ill Ni LNOR NRIpR4Ep AS 00C,STO
HEREIN. AND MAT I,1E CIAW M A AIsT. DUE AIIO IIRNq
0Qkfi nCW A Sy ME C 01 AINTOEE AND THAT I AA1
A0nMWW TO Al NWICA11 AEA CEEnEV 10 AAA GAM .
G
CITY OF RENTON • DENARTMENNF OF ENGINEERING
• • MUNICIPAL BUILDING, 200 MILL AVE. SOUTH, RENTON. WA 96055 . 235- 263'
PROJECT Honey Creek Phase III
PROGRESS PAYMENT ESTIMATE No 3
Jontract No. 062-85 Contractor . King Construction 10-3T-85
-- closing Date- _ Sheet 1_of Z
'tevr PREVIOUS TOTAL THIS
No Description rLF
Unit P,,ce Est -_ ESTIMATE TOTAL TO DATE
QtY Qty Amount Ory Arnoi�nt Qty Amount
Schedule "A" Basic Sewer
Replacement Work
I Mobilization $24,,00.00 1 106% 24,000.00 100% 24,000.00
2 Sawcut Pavements .50 1280 754 377.00 754 377.00
3 Common Excavation for Street CY �-.00 1600 190 1 ,140.00 1473 1 ,140.00
4 Subgrade Preparation for Street SY II 5,00 4800 1135 5,675.00 1135 5,675.00
5 Asph. Cont. for Full Width Street TON I 34.00 740
6 Crushed Surfacing TON I 8.00 1152 214.7 1 ,717.60 451 .6 3,612.80 1666.3 5,330.40
7 Temporary Cold Patch SY 6.00 300 1065.6 6,393.60 139 834.00 1204. 7,227.60
8 Cement Concrete Pavement Patch SY 100.00 8
'I Asph. Concrete Pavement Patch TON 100.00 165 342 34,200.00 184 18,400,00 526 52,600.00
0 Monument EA 150.00 5
e Bedding Material TON 8.00 870 752.43 6,019.44 54.08 432.64 806.51 6,452.08
Bank Run Gravel TON 4,50 6645 1272.79 5,727.38 166.27. 748.21 1439.0 6,475.59
3 Foundation Material TON 10.00 50
4 12" Sewer Replacement LF 30.15 1583 1414 42,632.10 171 5,155.65 1585 47,787.75
S 12" Sewer in New Location LF 30.00 4I5 3ST 1T,730.00 391 11 ,730.Of
6 Existing Side Sewer EA 50.00 27 27 1 ,350.00 4 200.00 31 1,550.00
7 Side Sewer Length LF 20.00 150 148.5 2,970.00 8 160.00 1E5.5 3,130.00
9 Side Sewer Tees EA 75.00 27 27 2,025.00 4 300,00 31 2,325.00
9 Television Monitoring LF 75 1998
0 Ty; , - 48 Manhole EA 2,000.00 2 2 I 4,090.00 2 4,000.00
l Extra Manhole ^ h VF 10.00 12 4 40.00 4 I 40.00
2 Manhole No. FG, .,op Connection L.S. 1,500.00 1 100% 1 ,500.00 100, 1 ,500.00
3 Existing Manhole Connections EA 500.00 17 13 6,500.00 4 I 2,000.00 17 8,500.00
4 ,ianhole #F045 Drop Connection L.S. 1,500.00 I 100% 1 ,500.00 100`K 1 ,500.00
5 Finish - Cleanup LF 5.00 1998
Subtotal Schedule "A" ' 153,405.12 37,935.30 191 ,340.42
Schedule "B" Additive Sewer
Replacement Work
i Sawcut Pavem-nts LF 2.00 50
Common Excavation for Street CY 6.00 120
Subgrade Preparation for Street �Sy 5.00 490
4 Asph. Corc, for Full width Street TON 34.00 145
O Crushed Surfacing TON 8.001 242 39.6 316.80 39.6 316.8
fj Monument EA 150.00 1
1 Bedding Material TON 8.00 100 106.3 850.40 106.3 .40
B Bank Run Gravel TON 5.00 400 353 1 .765.00 353 1 ,765.00
9 12" Sewer in New Location LF 32.50 232 233 7,572.50 233 7,572.90
0 Television Monitoring LF 75 232
l Type I - 48 Manhole EA 1,500.00 I 1 1 ,500.00 1 1 ,500.nO
2 Extra Manhole Depth VF 75.00 2
3 Existing Manhole Connections EA
500.00 1 1 500.00 1 500.001
I Finish - Cleanup LF 5.00 232
Subtotal Schedule "B" i2,504 70 12,504.70
Force Account Field Orders for
Chanqed Conditions 12,169.59 12,169.59
i
0
�J�, CITY OF RENTON DEPART - ' F OF ENGINEERING
• =A • MUNICIPAL BUILDING. 200 M:LL AVE . SOUTH . RENTON. WA 96055 . 235- 2631 1
N1`�,< e Creek Phase II1 _ PROGRESS PAYMENT ESTIMATE NO. . 3_
PROJECT_Honey
ontract No. 062-Ist; Contractor King Construction Company Closing Date 10-31-85 Sheet2 off_
Ater Est PREVIOUS TOIALI THIS ESTIMATE TOTAL TO DATE
Description Unit Unit Price
No Q;y, Qty. Amount Qty. Amount city Amount
Schedule "C" - Additive Sewer 7
I
• Replacement Work
i Sawcut Pavements LF b 1.00 20
2 Crushed Surfacing TON 8.00 55
3 Asphalt Concrete Pavement Patch TON 100.00 60
4 Monument EA 150.00 1
5 Bedding Material TON 8.00 60
6 Bank Run Gravel TON 5.00 360
? Foundation Material TON .01 50
3 Carrier Pipe Replacement L.S. 30,000.00 1 100% 30,000.00 100'% 30,000. )0
9 12" Sewer Replacement LF 32.5C 108
U Television Monitoring LF .75 323
. Existing Side Sewer EA 50.00 2
2 Side Sewer Length LF 20.00 10 I
3 Side Sewer Tees 75.00 2
4 Install New Pipe in Exist.Manhole EA 509.00 4 ? 1 ,000.0011 2 1 ,000.Oc;
5 Finish - Cleanup LF 5.00 323
Subtotal Schedule "C" ( 31 ,000.00 31 ,000.00
Schedule "D" - Additive Sewer
Replacement Work
I Sawcut Pavement LF .75 660 I E41 480.75 641 400.75
:' Crushed Surfacing ITON 8.00 60
3 Temporary Cold Patch Sy 6.00 360 207 1 1 ,242.00 207 1 .242.00
1 Asphalt Concrete Pavement Patch TON 190.00 I 60
5 Monument EA 150.00 1
6 Bedding Mati`,ial TON 8.00 160
7 Bank Run Gravel TON 5.00 470
8 Foundation Material TON .01 I 50
9 12" Sewer Replacement LF 32.50 310 310 10,075.00 310 I 10,075.0
0 Television Monitoring LF 75 310
1 Existing Side Sewer EA 50.00 I 9 9 450.00 9 450.00
2 Sioe !ewer Length LF 20.00 I 45 38 760.00 38 760.00
3 Side 'res EA 75.00 9 9 675.00 9 675.00
Ex-P a Connections EA 500.00 2 2 1 ,000.00 2 1 ,000.00
Finis. LF 5.00 310
Subtotal Sc D" 14.682.75 14,682.75
GRAND TOTAL
Subtotal Schedules "A"
"D,, Plus Field Orders for -hang d C- itions I 178,079.41 83,618.05 26' „147 A
b) Retainage: 5% x (a). I 8,903.97 4,180.90 i3,lh•1 ;
t) Earnings Payable thi , Estimate
(a) - (b)• 169,175.44 79,437.15 248,612.59
1) Sales Tax: 8. 1% x (a). 14,424.43 6,773.06 21 ,197.4
Amount Due this Estimate (c) & (d ! 183,599.8 6,210.211 269,810.0
Gras :1 Total (a) & 'd). 192,503.8A 90,391 .11 282,894.9-
4
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Pay Estimates S--296 3
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vz-
ectvbrr 4;-}9�-
TO: FINANCE DIRECTOR DATE-..
FROM: PUBLIC WORKS DIRECTOR
SUBJECT: PROGRESS PAYMENT
CONTRACTOR: King Construction Company ESTIMATE NO. 4
CONT"ACT NO. 062-85 PROJECT: lionel Creek Phase III
Sewer Replacement
I. CONTRACTOR EARNINGS THIS ESTIMATE $ E2+,it"2 3> (aJla
2. SALES TAX @ 8,1% 4 -,464 j.?.- -,-13 dr.
3. TOTAL CONTRACT AMOUNT THIS ESTIMATE $ 139.65L; 19
4. EARNINGS PREVIOUSLY PAID CONTRACTOR $ }} /
5. *EARNINGS DUE CONTRACTOR THIS ESTIMATE S_ iYZ,4a_" 7'1A(S7j5
6. SUBTOTAL - CONTRACTOR PAYMENTS : I.69,.1J4 I - zyFi/ 612 '
7. RETAINAGE ON PREVIOUS EARNINGS $ 2,444.48 2}
8. ++ RETAINAGE ON EARNINGS THIS ESTIMATE 6,459.49 ; I?y 2'- a
44
9. SUBTOTAL - RETAINAGE S $,903.9?
10. SALES TAX PREVIOUSLY PAID S 3-j9& re6 '-/l 44 2442
11 . SALES TAX DUE TIH S ESTIMATE 1Q,"4,37 y I 1"
324 y4
Z1 t 97
12. SUBTOTAL - SALES TAX
*(95% x Line 1) GRAND TOTAL
"RETAINAGE: 5%
FINANCE DEPARTMENT ACTION.
PAYMENT TO CONTRACTOR (lines 5 and 11):
86� 210LI^ r
ACCT. / 421/000/oI5.546 iR 6c is
ACCT. i =
ACCT. / = I
ACCT. I S ,--
ACCT. /
RETAINED AMOUNT (Line 8) :
ACCT. / 421/000/015. 596.38.65. 19
ACCT, 0
ACCT. 1 S �--
ACCT. / _ _ ,—
ACCT. i
CHARTER I RA. LAWS OF 1965 TOTAL THIS ESTIMATES 1�Y,bb4_ Lam_ fi _
CITY OF RENTON CERTIFICATION yo3 39L II 'l
f wfe ~R"oAm DD fiwn. caDrr Ill , mwu, 0, ,
eYlM1V, "f , Uft WtL%#J Wve m% ou"mom. Me
HPWU agaD C*Ywe fA/W ft,*,,m a
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0=ufa3'"*u MMf{7 AN CM Of POrMy Nn rMl f AM
wnfD A Mp WMVV 10 MO affr
rtie n
r
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83 618 . 05 +
6 773 . 06 +
90 391 . 11 *
0 • C
169 178 . 44 +
79 437 . 15 +
248 615 . 59 *
0 • C
8 903 . 97 +
4 180 . 90 +
13 034 . 87 *
0 • C
14 424 . 43 +
6 773 . 06 +
21 197 . 49 *
0 • C
243 612 . 59 +
13 084 . 87 +
21 197 . 49 +
2;32 894 . 95 *
0 • C
86 210 . 21 +
4 180 . 90 +
90 391 . 11 *
D�✓r o�S 70T,�i c� ,
0 - c
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0 • +
1 140 • +
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34 200 . 0 +
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6 019 . 14 +
5 -»7 . 33 +
42 632 • 10 +
- 11 730 . 00 +
1 350 . 00 +
2 970 . 00 +
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1 500 . 00 +
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12 504 . 7 *
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j3 405 . 12 +
12 504 . 70 +
12 169 . 59 +
173 079 . 41 •
173 079 . 41 X
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183 599 . 87 *
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19'7 503 . 84 *
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31 000 • *
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14 682 . 75 *
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37 935 . 3 +
31 000 . 0 +
lei 682 . 75 +
83 618 . 05 *
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269 810 . 08 *
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90 391 . 11 +
282 894 . 95 *
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1 140 • +
5 675 • +
5 330 . 4 +
7 227 . 6 +
52 600 . 0 +
6 452 . 08 +
.. 6 475 . 59 +
47 787 . 75 +
11 730 . 00 +
1 550 . 00 +
3 130 . 00 +
2 325 . 00 +
4 000 . 00 +
40 . 00 +
- 1 509 . 00 +
8 500 . 00 + I
1 500 . 00 +
f.' 191 340 . 42 *
r • 0 • c
316 . 8 +
850 . 4 +
1 765 . 0 +
7 572 . 5 +
1 500 . 0 +
500 . 0 +
12 504 . 7 *
30 000 • +
1 000 • +
31 000 • *
0 • C
480 . 75 +
1 242 . 00 +
10 075 . 00 +
450 . 00 +
160 . 00 +
647 . 00 +
1 000 . 00 +
14 654 . 75 *
0 • c
191 340 . 42 +
12 504 . 70 +
12 169 . 59 +
31 000 . 00 +
14 682 . 75 +
261 697 . 46 *
J
w
I -, i 1. 5 +
1 500 . 0 +
503 . 0 +
12 508 - '1 -
30 OOU - +
1 000 • +
31 000 -
0 • C
480 . 75 +
1 242 . 00 +
10 075 . 00 +
450 . 03 +
760 . 00 +
647 . 00 +
1 000 . 00 +
14 654 . 75 *
0 • C
191 340 . 42 +
12 504 . 70 +
12 169 . 59 +
31 000 . 00 +
14 682 . 75 +
261 697 . 46 *
J•
C�
261 69-1 • 46 x
0 . 05 =
13 084 . 873
0 • C
261 697 . 46 +
13 034 . 87 -
248 612 . 59
0 • C
261 697 . 46 x
0 . 081 =
21 197 . 49426 *
0 • C
248 612 . 59 +
21 197 . 49 +
269 810 . 08 *
0 • C
261 697 . 46 +
21 197 . 49 +
282 894 . 9i *
0 C
7 57 2 • 5 +
1 500 . 0 +
500 . 0 +
12 504 . '1 *
30 000 • +
1 000 • +
31 000 -
0 • C
480 . 75 +
1 242 . 00 +
10 075 . 00 +
450 . 00 +
760 . 00 +
647 . 00 +
1 000 . 00 +
14 654 . 75 *
i
0 • C
191 340 . 42 +
12 504 . 70 +
12 169 . 59 +
31 000 . 00 +
14 6° 1 - 75 +
261 69.1 . 46 *
261 697 . 46 x
0 . 05 .=
13 034 . 873
p . C
261 6l1 . 46 + I
13 084 . 87 -
248 606 . 59
0 - C `
261 697 . 46 x I
0 . 031
21 197 . 49426
0 . c
243 605 . 59 +
21 197 . 49 +
269 804 . 08 *
n
p . C
201 697 . 46 +
21 197 . 49 +
282 894 . 95 *
CITY OF RENTON • DEPARTMENT OF ENGINEERING
• • MUNICIPAL BUILDING, 200 MILL AVE. SOUTH, RENTON, WA. s'30550 235-2631
Hone Creek Phase III X" 3
PROJECT y T PROGRESS PAYMENT ESTI %oA� NO.
::ontract No. Cont-actor Kina Construction 3i 8s
Closing Date _ Sheet LotZ
It Description Unit Unit Price 2st_ PREVIOUS TOTAL THIS ESTIMATE TOTAL TO DATE
NO. Qty, Qty Amount Qty Amount Qty Amount
Schedule "A" Basic Sewer
Replacement Work
1 Mobilization L.S. $24,000.00 1 /o°Y. y;oce•°o 0 0•00 00% z<iavo,00
2 Sawcut Pavements ,LF •50 1280 "' 754 37'7. 00 75# 377•p0
3 Common Excavation for Street CY 6.00 1600 /fo yo•°o p 6,60 /10 iiyo-co
4 Sub grade Preparation for Street SY 5.00 ii5 ss7�oa_- -
9 P 4800 0 0•oo lr35 5[o75.m
5 Asph. Conc. for Full Width Street TON 34.00 740 p V, o0 0 0 0° o >•
6 Crushed Surfacing TON 8.00 1152 Zi4. 7 717(o 451.0 3(�-Iz.eo G�63 Sj3o.y.
7 Temporary Cold Patch SY I 6.00 300 /0054P G3934,0 139 gay,00 /zo4•G 7u� �,
8 Cement Concrete Pavement Patch SY 100.00 8 °. od 0 0,°0 0
9 Asph. Concrete Pavement Patch TON 100.00 165 Sae _g4Z-,V-°n ib4 /B✓oo,00 SZ& '5
Monument IEA 150.00 5 0 0.00 O e•°4) v o- e
1 Bedding Material TON 8.00 870 7 541,02 N3Z .0¢ gcYisl 4w5z'06;.
2 Bank Run Gravel TON 4.50 6645 iZ 7z74 57c 7.55 141b'27 74114 Z1 /y39.01 �ro#7;
3 Foundation Material TON 10.00 50 0 0•0o p o.co ° °-��
4 12" Sewer Replacement LF 31.15 1583 14191 .'Z'*yZ.i° 171 55.&5 /585 1/7707,7 ,
12" Sewer in New Location LF 30.00 415 39/ 1 , 73°.°o O c.00 391 11/730,
6 Existing Side Sewer FEA 50.00 27 7-7 j3 y o,00 <f Zoo.o° 3i /530.o< `
7 Side Sewer Length LF 20.00 15U /yB•t Z97o.00 g ilvo-o� i5�.y 3i '3o O0
8 Side Sewer Tees EA 75.00 27 Z7 ZoZyA� y 30°•00 31 Z 'szS.00
9 Television Monitoring LF .75I 1998 0 o- O0 I o e-oo o 000
0 Type I - 48 Manhole EA 2,000.00 2 Z �000•o0 0 o'Oo z v&W.00
1 Extra Manhole Deptn 1L.S.
VF 10.0012 0 0-°+9 s 2 Manhole No. F051 Droll Connection 1,500.00 ! /�n16 << ^^ ! i r>�=
3 Existing Manhole Connections SEA 500.00 17 /g Soo "' 4/ zcoo,00 i7 ' g5-dpo.0�
4 Manhole iF045 Drop Connection L.S. 1,5OO.00 1 /DVSs, /�oo'a o 0,00 /0°yo 1500,40
5 Finish - Cleanup LF 5.00 1998 O 9.00 v 0•00
Subtotal Schedule °A"
/53 Foz.iz 37,9353a 191, 3Y0.4L
Schedule "B" Additive
6 Existjq2 5ide Seder EA 50.00 27 Z7 /'35o•oc zac.00 3m /s3n• ou
7 Side Sewer _ th LF 20.00 150 /f40•f Z-f70.00 8 /ho.00 15lO.4 31 3p,00
8 Side Sewer Tees EA 75.001 77 Z7 I ZOZSPo `/ 31 Z ,5Z.r.Oo
9 Television monitoring LF .75 1998 0 0. 00 0 0.00 0 0.00
10 Type I - 48 Manhole EA 2,000.00 2 Z I y000.a� I O 0-00 z vo+o0.00
'I Extra Manhole Depth VF 10.00 12 n 0-� L/o.oc y I woo
'2 Manhole No. F051Drop Connection ,L.S. 1,500.00 t x• I /1.1nn i ,� Ir. :per % m "0
' �j00•� yJ Z�O,00 / 7 $Soo• -�
13 Existing Manhole Connections EA 500.00 17 /3 (v
'4 Manhole #F045 Drop Connection L.S. 1,500.00 1 /Oo f
/1100 Ad p 0,o 0 /001b /500,00
'S Finish - Cleanup LF 5.00 1998 O o.o0 0 o.O v 0-00
Subtotal Schedule "A" I /5� {os.rL 37 935,;0 191, 3yo yL
Schedule "B" Additive Sewer
Replacement Work
1 Sawcut Pavements LF 2.00 50
2 Common Excavation for Street CY 6.00 180
3 Subgrade Preparation for Street SY 5.00 490
4 Asph. Conc. for Full width Street TON 34.00 145
5 Crushed Surfacing TON 8.00 242 39. 3164, 9,0 0 0.00 3Y.I a10• Bo
Monument EA 150.00 1
7 Bedding Material TON 8.00 100 /oe-s j�1,9,#0 /o63 850•�
6 Bank Run Gravel TON 5.00 400 3,53 /, 7f0",f.00 o v0 3s3 J 76500
9 12" Sewer in New Location LF 32.50 232 Z33 7, -s;Z.50 0 0.00 z33 -7, 57Z.4c
0 Television Monitoring LF .75 232
1 Type I - 48 Manhole EA 1,500.00 1 1 /soo,cn 0. 00
2 Extra Manhole Depth VF 75.00 2
3 Existing Manhole Connections EA 500.00 1 / 5o0,06o' r> 0 00
Finish - Cleanup LF 5.00 232
Subtotal Schedule "B"
0. 00 io
Tol Eck • ...uJ �+�agr 4,v
CITY OF RENTON • DEPARTMENT OF ENGINEERING
• ,� • MUNICIPAL BUILDING, 200 MILL AVE . SOUTH. RENTON. WA 98055 . 235-266 31
PROJECT Honey Creek Phase III PROGRESS PAYMENT ESTIMAT NO. y__ F
io King Construction Company -3
contract No. Contractor Closing Dar — Sheet?,-of
Iterr Est PREVIOUS TOTAL THIS ESTIMATE TOTAL TO DATE
No Description Unit Unit Price
qtY. qty. Amount qty. Amount qty. Amount
Schedule "C" - Additive Sewer
Replacement Work
1 Sawcut Pavements LF $ 1.00 20
2 Crushed Surfacing TON 8.00 55
3 Asphalt Concrete Pavement Patch TON 100.00 60 1
4 Monument IEA 150.00 1
5 Bedding Material TON 8.00 6C I
6 Bank Run Gravel TON 5.00 160
7 Foundation Material TON .01 50
8 Carrier Pipe Replacement L.S. 30,000.00 1 0 0.00 1001/0 0"0;000.00 'Dow. I 3o004• 0e
9 12" Sewer Replacement LF 32.50 108
r1) Television Monitoring LF .75 323 I
1 Existing Side Sewer EA 50.00 2
2 Side Sewer Length LF 20.00 10
3 Side Sewer Tees 75.00 2
4 Install New Pipe in Exist.Manhole EA 500.00 4 0 0•00 Z. ioao.ao
L 1000.00
5 Finish - Cleanup Lr 5.00 323
Subtotal Schedule "C" I o00 3 �oao.eo 3i -eo
Schedule "D" - Additive Sewer
Replacement Work
i Sawcut Pavement LF .75 660 0 0.00 64I 7if
2 Crushed Surfacing TON 8.00 60
3 Temporary Cold Patch Sy 5.00 360 r>-ov Zp7 12y7- a W7 /ZYt•ao
4 Asphalt Concrete Pavement Patch TON 100.00 60
5 Monument EA 150.00 1
6 Bedding Material TON 8.00 160
7 Bank Run Gravel TON 5.00 470
8 Foundation Material TON .01 50
9 12" Sewer
O O• Z I OO.G� L 700 o.ao
6 Finish" l LF 5.00 323
Subtotal Sch
Schedua "C" 0•00
Schedule "D" - Additive Sewer
Replacement Work
Sawcut Pavement LF .75 660 0 0•00 641 #00, V00. Vf
2 Crushed Surfacing TON 8.00 60
i Temporary Cold Patch ISY 6.00 360 p 0.00
L07 lZyZ.Ov Z07 /244440
4 Asphalt Concrete Pavement Patch TON 100.00 60
Monument EA 150.00 1
6 Bedding haterial TON 8.00 160
Bank Run Gravel TON 5.00 470
d Foundation Material TON .01 50
j 12" Sewer Replacement LF 32.50 310 co 0.00 3i0 10074,0o 3,o io0T93d"
7 Television Monitoring LF 75 310
Existing Side Sewer EA 50.00 9 0.00 17 �.f0oo y ys
2 Side Sewer Length LF 20.00 45 0 0.00 -48 ?
7(A0-� 38
3 Side Sewer Tees EA 75.00 9 0 0,00 9 GY5 a, 9
G75•.,.4 Existing Manhole Connections EA 500.00 2 0 a"00 L iav0,00 Z-
5 Finish - Cleanup LF 5.00 310
aQz, /y
Subtotal Schedule "D° o.oo , 71r
GRAND TOTALU
3) Subtotal Schedules "A" "B ' "C" & t7 2Y.�1/ 83/ ag 2(G), 4q7 '/&
D
D) Retainage: 5% x (a) r ° 91 L18•nP Z ' 9 . .
-- qj 9403 T; 180,'70 13
c) Earnings Payable this Estimate j3
(a) - (b). 169 /73 9' 2 9 5f
Sales Tax: 8.1% x (a). f3Orb
Amount Due this Estimate (c) 6 (d
IY3 5-1? 7 _ �/ '2JU Zv i
Grand Total (a) d (d). IGZ�SU 3 _— _�-3_1 Zb
q _4_
^a
d '
HAI-MOND.COLLIER 3 WADE-- LIVINGSTONE ASSOCIATES. INC
CONSULTING ENGINEERS
1943-1985-42 YEARS OF PROFESSIONAL SERVICE
GEORGE R KAMMpND.PE 4010 STONE WAY NORTH DALE O ERDAHL A S
WILLS MPCMLICR.PE SEATTLE.WASHINGTON 98103-BO90 KENNETH L EOINGTON RLS
LARRY R.WADE PE TELEPHONE (206)632 2664
BRUCE LIVINDSTONE PE 1 800562-7707(WASH ONLY)
RANDALL D HERRALA.PE.
FREOERICKG KERN PE P.O.SOX 2967
ER OFFENSECHER.PE
NELS KJELRTAO.PE 302 SOUTH MISSION STREET
HAROLD E RAYNARD.P E WENATCHEE.WASHINGTON 98801
TELEPHONE.(509)6621762
October 7, 1985
City of Renton
Public Works Department
200 Mlll Avenue South
Renton, WA 98055
Attn: Mr. Robert Bergstrom, P.E. , Engineering Supervisor
Re: Honey Creek Phase III
Dear Bob:
Enclosed is a red pencil copy of King Construction Company's Phase III
progress payment estimate No. 2.
On Friday, October 4, 1985 we reviewed the contractors detail on additiunal
costs. We have included materials and force account payment, agreed to by
field order. We will under separate cover describe all Contractor requested
changed condition items together with our recommendation for any payment.
The field order items included in this pay estimate are ductile iron pipe
fitting substitution, and force account work required for deeper than
anticipated sewer service reconstruction.
Sincerely,
Frederick G. Kern, P.E.
FGK:sik
Encl .
W11-24
REPLYTO ❑SEATTLE ❑WENATCHEE
City of Renton, Wash'ngton
Summary of Changed Condition Materials and Force Account Work
Included In Honey Creek Phase III
Progress Pay 'estimate Number 2
Materials Change
Substitute 12" Ductile Iron Pipe for 12" PVC
Add $8.25 per/L.F. x 648 L.F. _
$ 5,346.00
Substitute 12" x 6" Ductile Iron Tees for 12 x 6 PVC Tees
Add $300.22/ea. x 15 = 4,503.30
Substitute 6" Ductile Iron Service Riser for 6" PVC
Add $4.77 per/L.F. x 71 L.F. = 338.67
Lower Services Force Account Work
Letter Dated September 26, 1985
F.A. Record No. A, B & C 1 981.62
TOTAL $ 13- V'
(See attached force account statement for materials equipment and labor).
Wll-24
i
KING CONSTRUCTION COMPANY 838-7819
4734 S.W.3121h PL.
i FEDERAL WAY,WASHINGTON 98003
g , Conti.Lk.Nd.KI.NGCG•209PN
5•— . ."[-�_ .. DATE .?C MA V+I� 0 4C
Lw.\� . ZcQ.-1. `— - -----� ---
PROJECT NO. µ-%y Creek-V%^vt
1
1• ^'t^�a.!�l.�y..yi-��:t1 �t/taN a �-:v� iw�t
-) SUBJECT t�t �te_ .4taEd++rwt I`ee�_
*"C) —
o x ' le
_ ClCCQv�ti+. _{`toecr�S _ -Ze-
AVT5ida S¢wer Gv.w�a?�►w
t Owe) a- CFI as F o s
1
?r
1
1 .J+1/ 5�
di-10A .79
1 mi. ink"mil letterhead was oesiq� to be a handwritten form of co�nmunlcaLon that will both Increase rneviape speed arc mduee Cam
ry +C P%%oe vumi Wynn nea+vr -
()o be completixl at and of each work day and
sighed by both nyrantativea dawn below.)
- CONTRACTOR; PROJECT NO. 7-1b J 'P
NAME . Cl v Si ruC4 i ar C4 _ PROJECT c 07AY 71,
ADDRESS U N 5 r.. 3 IO'= 21. ,.Y'NER
1.' VTy FJL RECORD NO.
STATE DATE S/M /fir at- +/ r/tf
DESCRIPTION OF (PORK ><t a S'0'e S• r ak.^ T e <?c e s<--S/" x -
H7 /� Co�9n�NF �• /f'� 8' -- —
l►Isoe Jt in
or awlp
a EwAL) r
a cbrelr•J
UNIT TOTAL TOTAL
]] 7 DESCRIPTION QUANTITY UNIT O)if FOR ITEM OOBT
1 • J -y 50 S.ri �,r z 1 . h3
2 iai �v � J h^ NTJIf 1 VI
keg
4
�..• .� �3 IJP
i CS4 I �
,�o�ai-or 11``
a1,1366 n W Ir�
a r�v CC
JP
',jy. 10 A DG e, i PToe �re�..ee C 1 7 oo / . Oo c, c i �C.
11
12 < iie_ r»nor o . +; tee 5 r1 i . 9! 3.&A
64 1 -7
14
15 F(,ril 730 "P VI• 1 r C1 e17 . gt
16X be a173 i/ 36 13 6v
171
18 ^
19 ^�
21
22
23
24
25
SIGNATURES:
�/ /
CONTRACTORS REP._
OWNERS REP.
(TITLE)
At FORCE ACCOUNT CLAIMS MUST BE VERIFIED By THIS RECORD.
COPY
1. NETAIN'_0 AT RES. INSPECTOR'S OFFICE.
2. TO PROJECT MANAGER WITH DIARY SHEET FOR THE DAY.
A TO CONTRACTORS REP. FORM ND. 155 3 PARTS
FO 'E ACCOUNT WORK RECO/
(To be compfeud at and o1 sect, work day and
sgrrsd by both reprowntatim ahown below.)
CONTRA: PROJECT "a 'Li75� r
NAWtE ,U rtr. civo.•. (•a. PROJECT Crtnc
AODREBS� = S w S /.t '� 4L • OWNER r•
CITY tiy F.A. RECORD ND
STATE 1l 14 e 4?3 DATE
DESdtIPTION Of Wr'K Y'rn c--/ S,o!r S rr `x.e.,le o fP ve /S -S/< --p
tom _ 9 �f eVp C� 79
;pYn A In
ESIaarleY
UNIT TOTAL "AL
i ¢� � DaIIaIML)
-+ a+ DESCR If`T ION QUANTITY UNI, COST Foot COST
1 • � rnG( 750 S fir '* /64 .Qo le.2. SU
2 f 4 s y 7.SA -9 2 9' 4/7t5e
To" S A r ,vo
4 )pc ,t, ^ / A 33.O 3J.u1 /O
/; 1 .265V //9-v3 /V3 3?
S h rk?.. /orbs /.2
7
8 PLC I KT J•/o .23 rD 6, s6
D 9c.
10
11 1o,�I Aso wt+=.,,o.,c SIu •ti hr yS61 IAs 2 • � >
12 La lvc:e r }9//0 S /tr i7_1 p. 34 //• 3'C
1
14 7�1. If
16
16
17 _
16
19
20
21
22
23
24
SIGNATURES:
CONTRACTORS REP. 544-
OWNERS REP, (ftTld►
(TITLE)
ALL. FORCE ACCOUNT CLAIMS MUST BE VERIFIED SY THIS RECORD.
COPY
1. RETAINED AT RES. INSPECTOR'S OFFICE.
2. TO PROJECT MANAGER WITH DIARY SHEET FOR THE DAY. IG
3, TO CONTRACTORS REP. FORM No. RM 3 PARTS •L
r• 1.0 AA.I.vwns wvnn nc\.v r
(To be completed ei wW of each w k day end
elpwd by both ropron"Miva show below.)
PROJECT N0.WNTRA
��)<i w G-.\1 r"O'l';o- C o PROJECT o r.•f .•�K 9h a ,e ] _
ADDRESS j •2 � a OWNER C t
2 CITY 15r t , l wA iA RECORD NO.
(e 8 0 3
STATE DATE y
*` £yY� G S '.I S bre�t.t� of ft ..e.-tc 1/e.it ,
r' . . OEtCRiIr10N OF MfNRK t.
Ino x hi
or 11oww"am
Oe�eRIJ
• UIIR j479
AL 'TOTAL
OHp11Pf10w QUAN TITy UNIT COST FEM OOST
a
2 � i=� T•. 5 Y'S h r H 7 S8
Nt,be 07 h i vo bl vo
4 ac OU '♦��M M1� .S hr 53.57 30. 6-0
6 , ,�•, Ha/o
frN.� N �v
1i � 1 k� � .s✓ /•F�Y
t w�OY y
I
10
11
12
1
14
16 —
16
17
Is
19 J
20
22
23
24 t
SIGNATURES: 1 � _
�i//J�
CONTRACTORS REP. I
RRUE)
OWNERS RFP. e
RRIJ:I
All FORCE ACCOUNT CLAIMS MUST SE VERIFIED BY THIS RECORD.
COPY '
1. RETAINED AT RES. INSPECTOR'S OFFICE,
2. TO PROJECT MANAGER WITH DIARY SHEET FOR THE DAY. FORM NO. tSs 2 PAM
1 TO CONTRACTORS REP.
I
MONI-PAY PROGRESS PA`(MENT
u M MQPGY O P W ORK CONA E:N S-rED FOR
MON-rw OF
AccE,vmv> FAY GON'f2AC."IbR _ DATE ID 4
ITEM DESGRIPTIcN QZY, UNIT PR�c AMQU►1T
r tt
7 -Tev. " Co IU�S.r S `c � .00 �03�3•b�
Asphcl Ivo .00 34200.0
1 BGC1�i•r1a
ks� Cac�nkl 11St5.,tS ^,�tj 50 5.21.o3
5ur0,�
1 � —
2o Y I-u M. �,,�,•c � �, .. �i , ,
Zvi �.x,•E,f-� ar 't %atiM1r.,� --7 E A $ou.c)0 3.5��•;i;7
L �lwk- " F oti� n. C.4,. -i,_,..: I S �s�, .on I �,.; • .')
Se et�
r�r
-Tb t•3 ) `
� _ 12"<�,.rt.LF i., N+.�.� ':n.:���"�..,'... 2'S3 L,1�-_ 4� .So 7�:�7Z •5y
^A.- `eeq�- 1 EA SL)" O _ 5w• LO
ft
DATE: October 4, 1985
TO: FINANCE DIRECTOR
FROM: PUBLIC WORKS DIRECTOR
SUBJECT: PROGRESS PAYMENT
CONTRACTOR: King Construction Company 7STIMATE NO. 2
CONTRACT NO. 062-85 _ PROJECT: Honey Creek Phase III
Sewer Replacement
1, CONTRACTOR EARNINGS 1-81S ESTIMATE $ 129,189.82
2. SALES TAX @ 8.1%, 10,464.37
3. TOTAL CONTRACT AMOUNT THIS ESTIMATE $ 139.654. 19
4. EARNINGS PREVIOUSLY PAID CONTRACTOR $ 46,445. 11 _
S. *EARNINGS DUE CONTRACTOR THIS ESTIMATE $ 122,730.33
6. SUBTOTAL - CONTRACTOR PAYMENTS $ 169, 175,44
7. RETAINAGE ON PREVIOUS EARNINGS $ 2,444.48
8. ** RETAINAGE ON EARNINGS THIS LSTI14ATE 6,459.49
9. SUBTOTAL - RETAINAGE $ 8,903.97
10. SALES TAX PREVIOUSLY PAID $ 3.960.06
11. SALES TAX DUE 71115 ESTIMATE 10,464.37
12. SUBTOTAL - SALES TAX $ 14,424.43
*(95% x Line 1) GRAND TOTAL $ 192,503.84
**RETAINAGE: 5%
FINANCE DEPARTMENT ACTION:
PAYMENT TO CONTRACTOR (Lines 5 and 11) :
ACCT. N 421/000/015,596 18 6c 10 S 133, 194.70 N 2
ACCT. N 3
ACCT. N E y
ACCT. N $ r
ACCT. r _ $ i
RETAINED AMOUNT (Line 8) : —
ACCT. N 421/000/015.596.38.65. 19 $ 6,459.49 r 2
ACCT. N $ Ni
ACCT. N E r
ACCT. M $
r
ACCT, N $
CHARTER 116. LAWS OF 1986 TOTAL THIS ESTIMATE $ 139,654. 19 2
I o u R�r+M 00 I'm",TON CERTIFICATION
a
OuLmy, T v IME W rm*LS ti vv EOM Ftmwa m, T e
"MKIS mu"Ato cR THE V"ftwoweo N onamw I/ WEE,"' ERA AM /MAT lw CLAW • A l&T1 M4 AMo LWAD
Bn OM O6AT AOAME7 IM' ON ,V MINIM AND TIAT 1 AM
wmonYp p Ayar� 10&AD PAM
CITY OF RENTON • DEPARTMENT OI- ENGINEERING
• MUNICIPAL BUILDING, 200 MILL AVE, SOUTH, RENTON. WA 98055. 235-2531
7�yN PROJECT Honey Creek Phase III PROGRESS PAYMENT ESTIMATE NO._2_
:ontract No. 062-6' Contractor- Kin', Construction
Closing Date 10-4=85 Sheetl_of1
'tenr Est PREVIOUS TOTAL THIS ESTIMATE TOTAL TO DATE
INo Dcscnpt.on Un,t Un,t Pncc -
QIY Qiy Amount Oty Amounl qty F Amount
Schedule "A" Basic Sewer
Replacement Work
1 Mobilization L,S. $24.000.00 1 10U1 24,000.00 1002 24,000.00
2 Sawcut Pavements LF •50 1280
3 COmnon Excavation for Street Cy 6.00 1600 190 1,140.00 190 1,140.DO
4 Subgrade Preparation for Street SY I 5.00 4800
5 AsPh. Conc. for Full Width Street TON 34.00 740
6 Crushed Surfacing TON 8.00 1152 214.7 1,717.60 214.7 1.717.60
7 Temporary Cold Patch SY 6.00 300 1065.6 6,393.6u 1065.6 6,393.60
8 Cement Concrete F vement Patch SY 100.00 6
7 AsPh. Concrete Pavement Patch TON 100.00 165 342 34,200.00 342 34,200.00
.'3 Monument EA 150.00 5
1 Bedding Material TON 8.00 870 378.43 3.027.44 374.0 2,992.00 752.43 6,019.44
2 Bank Run Gravel TON 4.50 6645 114.3 514.35 1158.4 5.213.03 1272.7 5,727.38
3 Foundation Aaterial TON 10.D0 5P I 1
4 12" Sewer Replacement LF I 30.15 1583 552 16,642.80 662 25,989.30 1414 42,632 10
5 12" Sewer in New Location LF 30.00 415 391 11.730.00 391 11,730.00
6 Existing Side Sewer EA 50.00 27 9 450.00 18 900.00 27 1,350.00
7 Side Sewer Length LF 20.00 150 29 580.00 119.5 i 2.390.00 148.5 2,970.D0
4 Side Sewer Tees EA 75.00 27 9 675.00 18 1,750.00 27 2,025.00
1 Television Monitoring LF .75 1998
J Tvpe I - 48 Manhole EA 2,000.00 2 2 4,000.00 2 4,000.00
i Extra Manhole Depth VF 10.00 12 I 1
2 Manhole No. FOB, Drop Connection L.S. 1,500.00 1 I 100i � 1,500.00 100% 1.500.00 _
'3 Existing Fanhole Connections EA 500.00 17 6 3,000.00 7 3,500.00 13 6,500.00
4 Manhole #F045 Drop Connection L.S. 1,500.00 1 100% 1,500.00 1001 1,500.00
5 Finish - Cleanup LF 5.00 1998
Subtotal Schedule "A" 48,889.59 104,515.53 153,405.12
Schedule a" Additive Sewer
Replacement Mork
I
l Sawcut Pavements LF 2.00 50
2 Common Excavation for Street CY 6.00 180
3 Subgrade Preparation for Street SY 5.00 490
4 Asph. Conc. for Full width Street TON 34.00 145
5 Crushed Surfacing TON 8.00 24? 39.61 316.80 39.6 316.86
6 Monurent EA 150.00 1
Bedding Material TON A,00 100 106.3 850.40J IU6.3 850.40
Bank Run Grovel TON 5.Oc 400 353 1,765.00 35S 1,765.00
i 12" Sewer in New Location LF 32.50 232 233 7,572.50 233 7,572.50
v Television Monitoring LF .75 232
1 Type I - 48 Manhole EA 1,500.00 1 1 1,500. 1 1.500.00
R= 2 Extra Manhole Depth VF 75.00 2 I
3 Existing Manhole Connections EA 500.00 1 1 500.0 1 500.00
1 Finish - Cleanup LF 5.00 232 IIII
Subtotal Schedule "B" I I 12,504.7q 12,504.70
I
Subtotal Schedules A 6 8 I 48,689.59 117,020.21 165,909.82
Force Account Field Orders for i
Changed Conditions I SEE SUMMAR -0- 12,169.5S 12,169.59
-pvI
�' , CITY OF RENTON • DEPARTMENT OF ENGINEERING
yr' < MUNICIPAL BUILDING. 200 MILL AVE SOUTH. RENTON. WA C18055. 235-2631 i
tnN,t.p
PROJECT Money Creek Phase III PROGRESS PAYMENT ESTIMATE NO.. 2
3ontract No. 062-85 _ Contractor King Construction Company _ Closing Oate .10-4-85_ ShselZot,Z
p Est PREVIOUS TOTAL THIS ESTIMATE TOTAL TO DATE
No Description Unit Unit Price Q,y Qty Amount Qly Amourti Qty Amount
inwini-
Schedule "C" - Additive Sewer
Replacement Mork
1 Savcut Pavements LF $ 1.00 20 i
2 Cilshed Surfacing TON 8.00 55
3 "-ohalt Concrete Paverent Patch TON 100.00 60
4 ronument EA 150.00 1
5 4edding Material 'ION 8.00 60
6 Bank Run travel TON 5.00 360
7 Foundation Material TON .01 50
8 Carrier Pipe Replacement L.S. 30,000.00 1
9 12" Sewer Replacement LF 32.50 108
0 Television Monrtvriag LF .75 323
1 Existing Side Sewer EA 50.00 2
2 Side Sewer Length LF Y0.00 10
3 Side Sewer Tees 75.00 2
Install New Pipe in Exist.Manhole EA 500.00 4
5 Finish - Cleanup LF 5.00 323
Subtotal. Schedule "C"
Schedule 'D" - Additive Sewer
Replacement Mork
Sawcut Pavement IF .75 660
Crushed Surfacing TUN 8.00 60
Temporary Cold Patch SY 6.00 360
Asphalt Concrete Pavement Patch TON 100.00 60
Monument EA 150.00 1
Bedding Material TON 8.00 160
Bank Run Gravel TON 5.00 470
Foundation Material TON .01 50
12" Sewer Replacement IF 32.50 310
Television Mcnitoring LF .75 310
Existing Side Sewer EA 50.00 9
Side Sewer Length LF 20.00 45
Side Sewer Tees EA 75.00 9
Existing Manhole Connections EA 500.00 I 2 i
Finish - Cleanup LF 5.00 310
Subtotal Schedule "D"
GRAND TOTAL
Subtotal Schedules "A" "B" "C" 6
"D" Plus Field Orders for 48,889.59 129.189.82 178.079.41
Changed Londitlo s
Retainage: 5% x (a). 2,444.48 6,459.49 8,903.97
Earnings Payable this Estimate
(ai - (b). 46,445.11 122 730.33 169,175.44
Sales Tax: 8.1% x (a). 3,960.06 I 10:464.37 14.424.43
Amount Due this Estimate (c) % (d 50.405.17 133,194.76 183,599.87
Grand Total (a) ti (d). 52,849.65 139.654.19 192.503.84
I
DATE: October 4, 1985
TO: FINANCE DIRECTOR
FROM: PUBLIC WORKS DIRECTOR
SUBJECT: PROGRESS PAYMENT
CONTRACTOR: King Constructioa Company ESTIMATE NO. 2
CONTRACT NO. 062-85 PROJECT: Honey Creek Phase III
Sewer Replacement {{
1. CONTRACTOR EARNINGS THIS ESTIMATE $ 129,189.82
2. SALES TAX @ 8.1% 10,464'37 {!
I
3. TOTAL CONTRACT AMOUNT THIS ESTIMATE $ 139,654. 19
4. EARNINGS PREVIOUSLY PAID CONTRACTOR $ 46,445. 11
5. *EARNINGS DUE CONTRACTOR THIS ESTIMATE $ 122,730.33 _
6. SUBTOTAL - CONTRACTOR PAYMENTS $ 169, 175.44
7. RETAINAGE ON PREVIOUS EARNINGS $ 2,444.48
8. ** RETAINAGE ON EARNINGS THIS ESTIMATE 6,459.49
9. SUBTOTAL - RETAINAGE $ 8,903.97
10. SALES TAX PREVIOUSLY PAID $ 3,960.06
11. SALES TAX DUE THIS ESTIMATE 10,464.37
12. SUBTOTAL - SALES TAX $ 14,4^4. 43
*(95% x Line 1) GRAND TOTAL S 192,503.84
*^IrTAINAGE: 5%
FINANCE DEPAPTMENT ACTION:
PAYMENT TO CONTRACTOR (Lines 5 and 11) :
ACCT. i 421/000/01S.S96, 18,65. 15 $ 133, 194.70 2
ACCT. N $
ACCT. #1 =�
ACCT. N $
ACCT. M $ y
RETAINED AMOUNT (Line B) :
ACCT. k 421/000/015.596.38.65. 19 s 6,459.49 2
ACCT. N $
ACCT. # $ /
ACCT. N $
ACCT. #1 f N
CHARTER 116, LAWS OF 1966
TOTAL THIS ESTIMATE $ 139,654. ' 3 2
-
CITY OF RENTON CERTIFICATION
y Up L T gloom OO HERESY "Arwv ~A MALT/OP
PERAMY, T T THE NATMA J M" 40% nAOMXm.
fE ,$MMMO CA ne LAIOA MENoo m A/OfOOIYAm
Nn1{YL AMO T1A1 nr PAW 14 A A Sy OM Alp U~
Ck%L*Ar*h AOAI491 TN OM OF ROWEL AM TMT , UA
umpAO)p W"MINFEKA111 AIC cuw
•aA,a A
�A��J� CITY OF RENTON • DEPARTMENT O1, ENGINEERING
• • MUNICIPAL BUILDING. 200 MILL AVE . SOUTH. RENTON. WA 9E1055 . 235- 2631
PROJECT honey Creek Phase III PROGRESS PAYMEN r ESTIMATE NO 2
:ontract No. 062-85 Contractor __ King Construction
Closing late 10-4-85 Sheet Lof L
Description Unit Unit Price Est . PREVIOUS TOTALI THIS ESTI?, ATE I TOTAL TO DATE
Qty. Qty. Amount Qty. Ar-ount Qty. Amount
Schedule "A" Basic Sewer
Replacement Work
i Mobilization L.S. $24,000.00 1 1007 24,000.00 100% 24,000.00
Sawcut Pavements LF .50 1280
3 Common Excavation for Street CY 6.00 1600 190 1,140.00 190 1,140.00
Subgrade Preparation for Street SY 5.00 4800
Asph. Conc. for Full W dth Street TON 34.00 740
Crushed Surfacing TON 8.00 1152 214.7 1,717.60 214.7 1,717.60
Temporary Cold Patch SY 6.00 300 1065.6 6,393.60 1065.6 6,393.60
' Cement Concrete Pavement Patch SY 100.00 8
'i Asph. Concrete Pavement Patch TON 100.00 165 342 34,200.00 342 34,200.00
0 Monument EA 150.00 5
Bedding Material TON 8.00 870 378.43 3,027.44 374.0 2,992.00 752.43 6,019.44
2 Bank Run Gravel TON 4.50 6645 114.3 514.35 1158.4 5,213.03 1272. 7 i 5,727.38
3 Foundation Material TON 10.00 50
4 12" Sewer Replacement LF 30.15 1583 552 16,642.80 862 25.989.30 1414 42,632.10
5 12" Sewer in New Location LF 30.00 415 391 11,730.00 391 11,730.00
6 Existing Side Sewer EA 50.00 27 9 450.00 18 900.00 27 1,350.00
7 Side Sewer Length LF 20.00 150 29 580.00 119.5 2.390.00 148.5 2,970.00
i Side Sewer Tees EA 75.00 27 675.00 18 1,350.00 27 2,025.00
J Television Monitoring LF .75 1998
J Type I - 48 Manhole EA 2,000.00 2 I 2 1 4,000.00 2 4,000.00
1 Extra Manhole Depth VF 10.00 12
.� Manhole No. F0,51 Drop Connection L.S. 1,500.00 1 I 1100% 1,500.00 100% 1,500.00
'3 Existing Manhole Connections EA 500.00 17 6 I 3,000.00 7 + 3,500.00 13 6,500.00
1 Manhole NF045 Drop Connection L.S. 1,500.00 1 1007 ) 1,500.00 10OX 1,500.00
5 Finish - Cleanup LF 5.00 1998 1
Subtotal Schedule "A" !II 1 I 1 48,889.59 I 104,515.53 153„05.12
Sch d " "
Side Sew ength LF 20.00 150 29 580.00 119.5 2,390.00 148.5 2,970.00
Side Sewer Tees EA 75.00 27 9 675.00 18 1,350.00 27 2,025.00
1 Television Monitoring LF .75 1998 1 i
Type I - 48 Manhole EA 2,000.00 I+ 2 2 j 4,000.00 2 ! 4,000.00
Extra Manhole Depth VF 10.001 12
Manhole No. F051 Crop Connection L.S. 1 ,SC0.00 , 1 I 1100% 1 1,500.00 1007 1,500.00
Existing Manhole Connections EA 500.00 17 6 3,000.00 7 ' 3,500.00 13 6,500.00
1 M�nho'e #F045 Drop Connection L.S. 1,500.00 1 100% 1,500.00 100% 1,500.00
Finish - Cleanup LF 5.00 1998
Subtotal Schedule "A" 48,889.59 104,515.53 153,405.12
Schedule "B" Additive Sewer
Replacement Work
Sawcut Pavements LF 2.00 50
2 Common Excavation for Street CY 6.00 180
3 Subgrade Preparation for Street SY 5.00 490
4 Asph. Conc. for Full width Street TON 34.00 145
r Crushed Surfacing TON 8.00 242 39.6 316.80 39.6 316.80
5 Monument EA 150.00 1
7 Bedding Material TON 8.00 100 106.3 850.40 106.3 850.40
Bank Run Gravel TON 5.00 400 353 1,765.G 353 1,765.00
1 12" Sewer in New Location LF 32.50 232 233 7,572.5C 233 7,572.50
9 Television Monitoring LF .75 232
1 Type I - 48 Manhole EA 1,500.00 1 1 1,500.00 . 1,500.00
2 Extra Manhole Depth VF 75.00 2
3 Existing Manhole Connections EA 500.00 1 1 500.00 1 500.00
1 Finish - Cleanup LF 5.00 232
Subtotal Schedule "B" 12,504.7 12.504.70
Subtotal Schedules A 6 B 48,889.59 117.020.2 165,909.82
Force Account Field Orders for
Changed Conditions SEE SOMMAR -0- 12,169.5 12,1.69.59
T OF ENGINLLkING CITY OF RENTON • DEPARTMEN
• J • MUNICIPAL BUILDING. 200 MILL AVE . SOUTH, RENTON. WA 96055 . 235- 2E3'
PROJECT Honey Creek Phase III PROGRESS PAYMENT ESTiMATF NO 2
U62-85 King Construction Company 10-a-85
�ontract No.__ Contractor Closing Date _ Sheet[ ofZ
ltety Est
PREVIOUS TOTAL THIS ESTIMATE TOTAL TO DATE
Description Unit Unit Price
No, Description Qty. Amount I Qty. Amount Qty Amount
�. Schedule "C" - Additive Sewer
Replacement Work I
1 Sawcut Pavements LF 5 1.00 20
2 Crushed Surfacing TON 8.00 55
3 Asphalt Concrete Pavement Patch TON 100.00 60
4 Monument EA 150.00 1
I
5 Bedding Material TON 8.00 60
6 Bank Run Gravel TON 5.00 I 360
7 Foundation Material TON ,UI 50
8 Carrier Pipe Replacement L.S. 30,000.00 1
9 12" Sewer Replacement LF 32.50 108 i
0 Television Monitoring LF ,75 323
r Existing Side Sewer EA 50,00 2
7 Side Sewer Length LF Y0,00 10
3 Side Sewer Tees I 75.00 2
1 Install New Pipe in Exist.Manhole EA 500,00 4
Finish - Cleanup LF 5.00 323 j
Subtotal Schedule "C"
Schedule "0" - Additive Sewer
Replacement Work
Sawcut Pavement LF .75 660
Crushed Surfacing 70N 8.00 60
Temporary Cold Patch �SY G.vO 360
Asphalt Concrete Pavement Patch TON 100.00 60
Monument EA 150.00 1 I
5 Bedding Material TON 8.00 160
Bank Run Gravel TON 5.00 470
Foundation Material TON .01 50
Subtotal ule "C"
Schedule "D" - Additive Sewer
Replacement Work
Sawcut Pavement LF .75 660
Crushed Surfacing TON 8.00 60
Temporary Cold Patch SY 6.00 360
4 Asphalt Concrete Pavement Patch TON 100.00 60
5 Monument 1EA 150.00 1
6 Bedding Material TON 8.00 160
7 Bank Run Gravel TON 5.00 470
8 Foundation Material TON .01 50
9 12" Sewer Replacement LF 32.50 310
) Television Monitoring LF 75 310
Existing Side Sewer EA 50.00 9
Side Sewer Length LF P0.00 45
i
Side Sewer Tees EA 75.00 9
1 Existing Manhole Connections EA 500.00 2
Finish - Cleanup LF 5.00 310
Subtotal Schedule "D"
GRAND TOTAL I
Subtotal Schedules "A" "B" "C" &
"D" Plus Field Orders for 48,889.59 129,189.82 178,079.41,
Retainage: 5% x (a)nged Conditio s 2,444.48 6,459.49 8,9u3.97
Earnings Payable this Estimate
(a) - (b). 46,445.11 122,730.33 169,175.44
1) Sales Tax: 8. 1% x (a). 3,960.06 10,464.37 14,424.43
Amount Due this Estimate (c) & (d 50,405.171 133,194.7u 183,599.87
Grand Total (a) & (d). 52,849.65 139,654.19 192,503.84
CITY OF RENTON DEPARTMENT OF ENGINEERING
• j • MUNICIPAL BUILDING. 200 MILL 4,VE SOUTH RENTON. WA 98055 . 235- 2631
PROJECT Honey Creek Phase III PROGRESS PAYMENT ESTIMATE NO. 1_
�ontraet No. Contractor
Contractor King Construction Closing Date 9/3/85- Sheet l_ofL
it Est
PREVIOUS TOTAL THIS ESTIMATE TOTAL TO DATE
No Description Unit Unit Price Qty, Qty. Amount Qty Amount Qty Amount
Schedule "A" Basic Sewer
Replacement Work
1 Mobilization L.S. $24,000.00 1 0 0.00 1.00% 1$ 24,000.00 100% $ 24,000.00
2 Sawcut Pavements LF I .50 1280
3 Common Excavation for Street CY 6.00 1600 j
4 Subgrade Preparation for Street SY
5.00 4800
5 Asph. Conc. for Full Width Street TON 34.00 740
i
6 Crushed Surfacing TON 8.00 11152
7 Temporary Cold Patch SY 6.00 300
8 Cement Concrete Pavement Patch SY I�I 100.00 8
9 Asph. Concrete Pavement Patch TON i 100.00 165
0 Monument EA 150.00 5
r Bedding Material TON 8.00 870 0 0.00 C78.43 3,027.44 1378.41 3,027.44
2 Bank un Gravel TON 4.50 6645 0 0.00 114.30 514.35 114.31 514.35
3 Foundation Material TON 10.00 50
4 12 Sewer Replacement LF 30. 15 1583 0 0.00 552 16,642.80 552 16,642.80
5 12" Sewer in New Location LF 30.00 415 I I
6 Existing Side Sewer EA 50.00 27 0 0.00 9 I 450.00 9 450.00
7 Side Sewer Length LF 20.00 150 0 0.00 29 580.00 29 580.00
8 Side Sewer Tees EA 75.00 27 0 0.00 9 675.00 9 675.00
9 Television Monitoring LF .75 1998
Type I - 48 Manhole EA 2,000.00 2
1 Extra Manhole Depth VF 10.00I 12
Manhole No. F051 Drop Connection L.S. i ,5nn (in t
i
'3 Existing Manhole Connections EA 500.00 17 0 I 0.00 6 1 3,000.00 6 31000.00
4 Manhole NF045 Drop Connection L.S. 1,500.00 1
5 Finish - Cleanup LF 5.00 1998
Subtotal Schedule "A" I 0.00 48,889.59 I 48,889.59
I
Sch
i ewer Length LF 20.00 150 0 0.00 29 ! 580.00 29 580.00
Side Sewer s EA 75.00 27 0 0.00 9 675.00 9 675.00
i Television Monitoring LF .75 1998
Type I - 48 Manhole EA 2,000.00 2 j
Extra Manhole Depth VF i0.00 12
Manhole No. F051 Drop Connection L.S. t ;Snn nn 1
Existing Manhole Connections EA I 500.00 17 0 0.00 6 3,000.00 j 6 I 3,000.00
Manhole NF045 Drop Connection L.S. 1,500.00 1
finish - Cleanup ILF 5.00 1998
i
Subtotal Schedule "A„ 0.00 48,889.59 48,889.59
Schedule "B" Additive Sewer ( j
Replacement Work I
Sawcut Pavements LF 2.00 50
Common Excavation for Street CY 6.00 180
3 Subgrade Preparation for Street ISY 5.00 490 j
Asph. Conc. for Full width Street TON 34.00 145
Crushed Surfacing TON 8.00 242
i
o Monument EA 150.00 1
? Bedding Material TON 8.00 100
? Bank Run Gravel TON 5.00 400
ILF
12" Sewer in New Location 32.50 232 I
Television Monitoring LF .75 232
Type I 48 Manhole EA 1,500.00 1
Extra Manhole Depth VF 75,00 2 i
Existing Manhole Connections EA 500.00 1
Finish - Cleanup LF 5.00 232
Subtotal Schedule "B"
I
I
CITY OF RENTON • DEPARTMENT OF ENGINEERING
A
• J • MUNICIPAL BUILDING, 200 MILL AVE SOUTH , RENTON, WA 913055 . 235- 2631
r�N�{ PROJECT Honey Creek Phase III PROGRESS PAYMENT ESTIMATE NO. �_
ontract No. Contractor King Construction Company Closing Date'/3/85 Sineet2 of- 2
PREVIOUS TOTAL THIS ESTIMATE TOTAL TO DATE
It Description Unit Unit Pnce Est
No. Q-'y. Qty. Amount Qty. Amount Qty i Amount
Schedule "C" - Additive Sewer
Replacement Work I I
1 Sawcut Pavements LF $ 1.00 20
2 I Crushed Surfacing TON 8.00 55
3 Asphalt Concrete Pavement Patch TON 100.00 60
4 Monument EA 150.00 1 I
5 Bedding Material TON 8.00 60
6 Bank Run Gravel TON 5,00 360
7 Foundation Material TON ,01 50
8 Carrier Pipe Replacement L.S. 30,000.00 1
9 12" Sewer Replacement LF 32.50 108
0 Television Monitoring LF 75 323
Existing Side Sewer EA 50.00 2 j
2 Side Sewer Length LF 20.00 10
3 Side Sewer Tees 75.00 2 I i
4 Install New Pipe in Exist.Manhole EA 500.00 4
5 Finish - Cleanup LF 5.00 323
Subtotal Schedule "C"
I 1
Schedule "0" - Additive Sewer
Replacement Work I i
I
Sawcut Pavement LF .75 660 1
Crushed Surfacing TON 8.00 60 i 1 1
s Temporary Cold Patch SY 6.00 360 I
4 Asphalt Concrete Pavement Patch TON 100.00 60
5 Monument EA 150.00 1
5 Bedding Material TON 8.00 160
7 Bank Run Gravel TON 5.00 470
8 Foundation Material TON .01 50
I
Sched "D" - Adaitive Sewer
Replaceme ork
Sawcut Pavement LF .75 660
Crushed Surfacing TON 8.00 I 60
Temporary Cold Patch SY I 6.00 360
Asphalt Concrete Pavement Patch ITON 100.00 60
Monument IEA I 150.00 1
Bedding Material TON 8.00 160
Bank Run Gravel TON 5.00 470 i
Foundation Material TON .01 50
12" Sewer Replacement LF 32.50 310
J Television Monitoring LF .75 310
Existing Side Sewer EA 50.00 9
Side Sewer Length LF 20.00 45 i
3 Side Sewer Tees EA
75.00 9
Existing Manhole Connections EA 500.00 2
Finish - Cleanup LF 5.00 310
Subtotal Schedule "D"
{ I �
GRAND TOTAL
: ) Subtotal Schedules "A" "B" "C" & 0.00 $48,889.59 $48,889.59
D„
;) Retainage: 5% x (a). 0.00 2,444.48 2,444.48
Earnings Payable this Estimate 0.00 46,445.11 46,445.11
(a) - (b).
i) Sales Tax: 8. 1% x (a). 0.00 3,960.06 3,960.06
Amount Due this Estimate (c) & (d 0.00 50,405.17 50,401. 17
Grand Total (a) & (d). 0.00 52,849.65 52,849.65
i
I '
DATI.: August_30, 1985
TO: FINANCE DIRECTOR
FROM: PUBLIC WORKS DIRECTOR
SUBJECT: PROGRESS PAYMENT
CONTRACTOR: King Construction Coft^R,y V tS'ib'\TE NO. 1 __
CONTRACT NO. PROJECT: "`wry CIe6f Phare III
Sewer kpl-o-ement
1 . CONTRACTOR EARNINGS THIS ESTIMATE. $ 48,889.59
?. SALES TAX @ 8. 1% 3,960.06 _
3. TOTAL CONTRACT AMOUNT THIS ESTIMATE $ 52,849.65
J . EARNINGS PREVIOUSLY PAID CONTRACTOR $ 0.00
S. *EARNINGS DUE CONTRACTOR THIS ESTIMATE $ 46,445.11 _
6• SUBTOTAL - CONTRACTOR PAYMENTS $ 46,445. 11
7. RETAINAGE ON PREVIOUS EARNINGS $ 0.00
H. •* RETAINAGE ON EARNINGS THIS ESTIMATE 2,444.48
9. SUBTOTAL - RETAINAGE $ 2,444.48 _
10. SALES TAX PREVIOUSLY PAID $_ 0.00
11 . SALES TAX DUE THIS ESTIMATE 3,960 06 —
11. SUBTOTAL - SALES TAX $ 3,960.06
' (95% x Line 1 ) GRAN. 'TOTAL $ 5�—
.*RETAINAGE: 5%
FINANCE DEPARTMENT ACTION:
PAYMENT TO CONTRACTOR (Lines a and 11) :
ACCT, f 421/000/015.596 38 65 19 E 50,405. 17 f
ACCT, f $ACCT. Y—
f $ Y
ACCT, f $ Y—
ACCT. f
kETAINED AMOUNT (Line 8) :
ACCT, f 421/non/m g 596 1R 6F 19 _ b 2,444.48 Y_
ACCT, f
ACCT. f b (—
ACCT, f $ Y—
ACCT.CHARTER 118, LAWS OF 1886 TOTAL THIS ESTIMATE b_ 52,849.65
CITY OF RENTON CERTIFICATION
1 Tk1 1AI %C*m 00 .iwuv UAMY UNXA 111M11Y o1
MA"y. fi1AT MI WTTJY. s m q 1CAw IIALA,yTID, "4
6t 4U A[A01AW Cl TW"04 MAID U N OW14W
Otm"% AID rwT TW aw Y A A11T. M A WAC
CILU&T1 &Q3 ST IW CRT D/ 1WT0q Alp MAT T Al'
I.TTIT*RaD 10 ANDO CATI AID CUMV 10 MO CLAY I
fidlm n,
/l
M---
' onVv" x
CITY O*ENTON • DEPARTAF OF ENGINEERING
MUNICIPAL BUILDING. 200 MILL AVE SOUTH, RENTON. WA 98055- 235-2631
Honey Creek Phase IIf
PROJECT_ _ ._T__, PROGRESS PAYMENT ESTIMATE NO
3ontract No. r _ Contractor_ Kino Construction Clos.n Date. r
9 Sheet Lo. Z
It°' Est PREVIOUS TOTAL THIS ESTIMArc TOTAL TO DATE
�, Dascrip hon Una Umt P,-oe Qty. Qty Amount Qtx Amount Oty Amount
Schedule "n" Basic Sewer I
Replacement Work
l Mobilization IL.S. S24,t1o7.00 1
O 0.00 100% jS 24.000.00 300% $ 24,000.00
Sawcut Pavements LF .50 11280 I
3 Common Excavation for Street CY 6.00 1600 1
4 Sutgrade Preparation for Street SY I 5.00 a800
5 Asph. Conc. for Full Width Street TON 34.00 740
6 Crushed Surfacing TON 8.00 1152
7 Temporary Cold Patch SY 6.00 300
8 Cement Concrete Pavement Patch SY I 1D0.00 F,
9 Asph. Concrete Pavement Patch ITON 100.00 165
t0 Monument EA j 150.00 5
:1 Bedding Material ITON 8.00 870 0 0.00 78.43 3,027.A4 378.4 3,027.44
2 Bank Run Gravel iTON 4.50 6645 0 0.00 114.30 514.35 114.3 514.35
3 Foundation Material ITON 10.00 50
4 12" Sewer Replacement LF 30.15 1583 0 0.00 552 16,642.80 552 16,642.80
5 12" Sewer in New vocation LF 30.00 415
6 Existing Side Sewer EA 50.00 27 0 0.00 9 450.00 91 450.00
7 Side Sewer Length LF 20.00 150 0 0.00 pg I 580.00 29 I 580.00
8 Side Sewer Tees EA75.00 27 0 0.00 9 1 675.00 9 675.00
9 Television Monitoring LF .75 1998
10 Type I - 48 Manhole EA 2,000.00 2
't Extra Manhole Depth YF 10.00 12
2 Manhole No. F051 Drop Connection L.S. 1,500.00 1
'3 t Existing Manhole Connections EA 500.00 17 0 0.00 6 I 3,000.00 6 3,000.00
Manhole MF045 Drop Connection L.S. 1,500.00 1
5 Finish - Cleanup LF 5.00 1998
Subtotal Schedule "A" 0.00 48,889.59 48,869.59
rhewule "C" Additive Sewer I I I
Replacement Work
I
I Sawcut Pavements LF 2.00 50
3 Conmon Excavation for Street CY 6.00 180
3 Subgrad ',e3 ;-it ton for Street SY 5.00 490
4 Asph. .Conc. 1vr lull width Street TON 34.00 145
Crushed Surfacing ITON 8.00 242
5 Monument EA 150.00 1
7 Bedding Material TON 8.00 1011
I Bank Run Gravel ITON 5.00 400
1 12" Sewer in New Location LF 32.50 232
Television Monitoring ILF .75 237
t Type I - 48 Manhole iEA 1,500.00 1
? Extra Manhole Depth YF 75.00 2
i Existing Manhole Connections EA 500.00 1
1 Finish - Cleanup LF 5.00 232
Subtotal Schedule "B"
ocue °� CITY OF WNTON •
UEPART>t1F� OF ENGINEERING
e • MUNICIPAL BUILDING, 200 MILL AVE. SOUTH, RENTON. WA 98055. 235-2631
��N'�< PROJECT Honey Creek_Phase III PROGRESS PAYMENT ESTIMATE NO 4-__
:ontrect No. r" i Contractor King Construction Company Clos'ng Oate9L3�85__. Sheet?_OtL
ilerti Est PREVIOUS TOTAL THIS ESTIMATE TOTAL TO GATE
No Description U,I,t Unit Price -
� Y Qty Amount Qty Amount QIY Artpunt
Schedule "C" - Additive Sewe.,
Replacement Work
Sawcut Pavements Lr S 1.00 20
Crushed Surfacing TON 8.00 55
3 Asphalt Concrc a Pavement Patch TON 100.00 60
4 Monument EA 150.00 1
5 Bedding Material TON 8.00 60
6 Bank Run Gravel TON 5.00 360
7 Foundation Mate. ial TON ,01 50
3 Carrier Pipe Replacement L.S. 30,000.00 1
9 12" Sewer Replacement LF 32.50 108
0 Television Monitoring Lr ,75 323
t Existing Side Sewer EA 50.00 2
Side Setxer Length LF 2A,00 10
3 Side Sewer Tees 75.00 2
1 Install New Pipe in Fxist.Manhole EA 500.00 4
5 Finish - Cle.nup LF 5.00 323
Subtotal Schedule "C"
Schedule "D" - Additive Sewer
Replacement Work
I Sawcut Pavement LF .75 660
Crushed Surfacing TON 8.00 60
3 Temporary Cold Patch SY 6.00 360
a Asphalt Concrete Pavement Patch TON 100.00 60
5 Monument EA 150.00 1
6 Bedding Material TON 8.00 I60
? Bank Ran Gravel TON 5.00 47C
8 Foundation Material TON .01. 50
9 12" Sewer Replacement LF 32.50 310
C Television Monitoring LF .75 310
i Existing Side Sewer EA 50.00 9
Side Sewer Length LF 20.00 45 -
I Side Sewer Tees EA 75.00 9
1 Existing Manh;le Connections EA 500.00 2
5 Finish - Cleanup LF 5.00 310
Subtotal Schedule "D"
GRAND TOTAL
I) Subtotal Schedules "A" "B" "C" 6 1 I 0.00 $48,889.59 $48,889.59
D"
I) Retainage: 5% x (a). I 0.00 2,444.48 2,444.48
�) Earning; Fayable this Estimate 0.00 46,445.11 46.445.11
(a) (b).
1) Sales Tax: 2.1% x (a). 0.00
3,960.06 3,960.06
Amount Due this Estimate (c) 8 (d 0.00 50,405.17 50,405.17
`) Grand Total (a) E (d). 0.00 52.849.65 52,849.65
9 4.p5
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