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Home My WebLink AboutWWP2701432(6) i BEGINNING OF FILE FILE TITLE Pff� SE 1 For Use By City Clerk's Office Only AGENDA ITEM RENTON CITY COUNCIL MEETING SUBMITTING Dept./Div./Bd./Conn. PUBLIC W0RK5/Utility Eng. For Agenda Of Ike _ 6 date Staff Contact Richard Houghton/Bob Bergstrom Name Agenda Status: SUBJECT: _51NITARY SEWER PROJECT S-296 Consent HONEY CRFFK 'hTFRf PTOR PHASE I' rAr. 04('-8S Public Nearing __ Correspondence Final Pro,LCt Acceptance and Re taind0e Ordinance/Resolution Release. Old Business_ Exhibits: (Legal Descr.• Maps, Etc,)Attach me. Business_ Study Session__ A. PAX Fat ima to OR - Final Other 8. C. Approval: Legal Dept. Yes_ No_ N/A COUNCIL ACTION RECOMMENDED: Approval of Finance Dept. Yes_ No N/A pro.lect final authorization and begin Other Clearance 30-day lien period as of August 11. 1986. FISCAL IMPACT Expenditure Required $ Amount $ Appropriation- $ Budgeted Transfer Required SUMMARY (Background Information, prior action and effect of implementation) (Attach addltionai pages if necessary,) The Department of Public Works recommends the project and final est-,aate be 31,r��r and the retainage of $30,120.14 be released after 30 days if all taxes have been paid, and no liens have been filed. Th^ project was completed July 31, 1986 and accepted by th_ Department of Public Works. It is recommended that the City Council accept completion as of August 11, 1986. PARTIEi OF RECORD/INTERESTED CITIZENS TO BE CONTACTED: SUBMIT THIS COPY TO CITY CLERK BY NOON ON THURSDAY WITH DOCUMENTATION. FL 325 Rev. 10/Ik/70 Contract No. C.A.G. NOTICE OF COMPLETION OF PUBLIC WORKS CONTRACT To: State of Washington Date: August 4, 1986 Excise Tax Division x Va't $CCtlon ax Commission Olympia, WA 98504 Do Not Use From: City Of Ren(or. Assigned to: Finance Department 200 Mill Avenue Souti, 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 Interceptor Phase 11, CAG 040-85 Contractor's Name R L. Alia Construction Co. Inc. Contractor's Address 9215 Martin Luther King S., Seattle WA 98118 (722-4900) Date Work Commenced June 28, 1985 Date Work Completed July 31, 1986 Date Work Accepted: August 11. 1986 Surety or 8, idinq Company United Pacific Company Agent's Address Federal Way Washington State Contract Amount $536,853.20 Amount Disbursed $621.077.26 Additions $ 65,549.57 Amount Retained S 3r,120.14 Sales Tax : $ 48,794.62 Total $651,197.39 Total $651,197.39 By Disbursing Officer - Finance Director THREE COPIES OF THIS NOTICE MUST BE COMPLETED BY THE DISDURSING OFFICER AND MAILED TO THE DEPARTMENT OF REVENUE AT nLYMPIA, WASHINGTON IMMEDIATELY AFTER ACCEPTANCE OF THE WORK DONE UNDER THIS CONTRACT. NO PAYMENTS SHALL BE MADE FROM RETAINED FUND UIITIL RECEIPT OF DEPARTMENT'S CERTIFICATE, AND THEN ONLY IN ACCORDANCE WITH SAID CERTIFICATE. cc: Department of Labor and Industries C.U. 16 CITY or RENTOIi PUBLIC WORKS ULPARTMCIiT CONTRACT CHANGE ORUER AGREEMENT CONTRACT Honey Creek Phase 11 Sanitary Sewer Interceptor CAG 040-85 CONTRACTOR R.L. Alia, 9215 Martin Luther King Way S., Seattle, WA 98118 (122-4900) SUMMITRY OF PROPOSED CHANGE _.Emergency Flood Repair - upper channel --- FINAL REPAIR_—._----------- — FORCE ACCOUNT: Labor $5,623.42 20% Overhead and Markup 1,124.68 TOTAL LABOR $6,748,10 3uipme-L -� $9.219.01 TOTAL EQUIPMENT $9,219.01 Material --_—`-- $9,651.17 15% Overhead and Markup 1,042.68 TOTAL MATERIAL $7,993.85 Miscellaneous $5,271.95 15% Overhead and Markup 790.74 TOTAL MISCELLANEOUS $6,062.74 TOTAL $30,023.70 8.1% Sales Tax 2,431.92 GRAND TOTAL $32,455.62 All work, materials and moasurements to be in accordance with the provisions of thn Standard Specifications and Special Provisions for the type of construction involved. URIUINALCONTRALT'_ CURB€11FCONTRACT-.__€STPAI[UNET-ZIiAN'G[__1-[STINATFU iIiNTRAT -- AMOUNT —I` AMOUNT I IOIS ORULR I TOTAL AFTER CIIANGE $536.853.20 $610,520.87 $30,023.70 w/o tax $640.544.57 SIGNATURES: CONTRACTOR DATE PROJECT ENGINEER DATE APPROVED BY DATE _ jFub�Tc GorTcs Dlrector� DATE: A ust_4, I98ti -.____„___ 10; FINANCT DIRECIVR FROM: PUBLIC WORKS DIRECTOR SUBJECT: PROGRESS PAYMENT CONTRACTOR: N L. Alia Company ESTIMATE N0. 8 - Final CONTRACT NO. 040-85 PROJECT': Honey Creek Phase 11 Sanitary Sewer Interceptor 1. CONTRACTOR EARNINGS THIS ESTIMATE f__34.023,10 _ 2. SALES TAX P 8.11 _ 2,753 92 3. TOTAL CONTRACT AMl1UNT TIv.S ESTIMATE f 3177%62 4. EARNINGS PREVIOUSLY PAT') CONTRACTOR $ 539,960.12 — S. *EARNIW-S DUI: CONTRACTOR I111S ESTIMATE f 32,382.51 6 SUBTOTAL - CON'I'RACIOR PAYMENTS S 572,282.64 7. RETAINAGE ON PREV,OUS EARNINGS f 28,418.06 —_ B. ** RETAINAGE ON FARNINGS THIS ESTIMATE 170.19 y SUBTOTAL - RETAINAGE f 30,120.14 10. SALES TAX PREVIOUSLY PAID f 46,038.70 IT. SALES TAX DUE '1111S ESTIMATE 2,755.92 12. SUBTOTAL - SALES TAX f_48,794.62 — "(95% x Line 1) GRAND TOTAL f 651.197.39 **RETAINAGE, 5" FINANCE DEPARTMENT ACTION: PAYMENT TO CONTRACTOR (Lines 5 and 11): ACCT. / 421/0001015,596.38.65.19 _ f 35,07b.43 /8-Fin f / ACCT. / — ACCT. / f /— ACCT. / f --/— ACCT. / f /— RETAINED AMOUNT (Line 8): ACCT. / 421/000/015.596.38.65.19 f 1,701.19 1R-Fina ACCT. / _ f /-- ACCT. / f /— ACCT. / f /— ACCT. / f /— CHARTER IIC LAWS CIF 1B66 TOTAL THIS ESTIMATE f 36 779.62 CITY OF RENTON • DEPARTMENT OF ENGINEERING • • MUNICIPAL BUILDING. 200 MILL AVE. SUUTIi, RENTON, WA. 90055-235.2631 �it•N,.LT' Iwney Creek - rh... 11 PROJECT s"nit.ty sev.y Interceptor PROGRESS PAYMENT ESTIMATE NO. 8 - FIMAI Coaltact No _ U4u-85 ._._ Contractor P.L. All. Cc pany Clorny O.t. 1-86]-3 1 I _.--__ ,SM.1_OIL 11 Eat_ PREVIOUS TOTAL 'THIS ESTIMATE TOTAL TO DATE NO Deecr,ption Unit Un" Pr.ee QtY Qly Avgynl Qly An l Qty. Ar t I Ilobtlil.t"n Lc 47,357.00 1 100% 41,357.00 1Wi 47,357.00 1 C1...In, And C,ubbing IS 34,5uO.t 1 1001 32,500.00 100% 32,S00.00 3 TI.brr, selvnse I.r 1.0 I,000 1432 1,432.00 1432 1,432.00 4 Acre.. Mond LF 22.07 3.760 3760 82,983.20 3760 82,"3.20 5 Cap cn I,.,t. Ls e,5v0.M 1 100% 4,500.00 700% 4,500.00 6 16" Mr Culvett Ls 8, Do,00 1 InOS 8,70D.00 1001 P,700.00 7 Ct".Md Stack sY 3.00 650 530 1,590.f)D 5in 1,590.Cc A Truporary Patch SY 1." 650 295 885.00 295 ses.00 9 A.phnl.. Concrete Payewant SY 1!.00 650 530 7,950.00 530 7.950,00 to rorl.rd Ceetent Concrete SY 30.00 t0 It a.ol.nm Ce.y.l mH 3.M I,000 1828 5,4151.0C I 1829 5.144.00 12 slop• sockh4 CY 20.M 1,500 1418.9 2P,378.00 1418.9 20,378.30 11 Mddins (Type 11) Lr 3.00 300 435 111105.00 435 1,105.00 14 aeddlne (Tyre 111) LP 0.50 5.IN 4918 2,41WOO 4918 1,459.00 15 stun, Prnt.cttnn sock I.r 12.6 I,a00 1430 18,018.00 1430 hI,018.00 Inn IP' I, Plpe I.r 30.W 1W 329 9,870.00 329 9,870.00 160 a" Se.-er Lr 10.00 307 154 4,620.00 IS4 4.9.0.00 VA Overtlov strnet,rr. I.S 2,5M.tM 1 100% 2,500.00 1001 2,500.00 ub Int....Pt. IS„ To 1.1 I,am.ou 1 T00% 1.000-00 100% 1,000.00 IA 11.11. me, 3 Lb 1.150.01) 1 100% 1,250.00 loot 1,2M.00 It M.N. Type 1-48' FA I,Doo.w) 4 6 6,000.00 6 6,000.OJ �U Fabtbµ a.H. Depth IF 100.00 22 13.3 1,330.00 11.3 1.330.00 I a" prep Cam.ectivn It 70.00 .0 8.1 567.00 8.1 561.00 12" For, Sever ripe Ls 14.20 5,100 4988 70,829.60 4988 70.829.60 2M 12" Cl.....I CA 2'vM.M 15 12 14,000.n0 12 24,000.00 235 8" Clr"nnot rb 875,00 3 3 21625.00 3 2,625.00 in 12- cl•mnot Arco" a 478.00 11 8 1,824.00 8 3,824.00 13 servle. Te.. bA 350.M 9 10 3,500.00 10 3,500.00 M1 6" or a" s"o. Let era la LF 50.W 3" 491 24;5J,00 441 24,SS0.00 01 99 27 TN evtnlnn Moellering IS 0.20 S,IN 4988 997.60 49i7.60 2A 5'..tng ar.vel mn Moo 1.No 92, 13,875.03 925 ll,079.00 9 GOT... CY IM.M 450 373 37,300.UU 373 37,30D.00 10 SeMrain Lr b.00 1.000 1875 Il XO.00 1875 11,260.00 It To- "".I'onlnl Nell Polnl FA Inn.1M 60 4 400.00 4 400.00 It Hor lsonenl Ifell Total F:ten.i.0 Li 1.M (AM) 25 50.00 25 so OID )1 12" Culvert LF 4C.00 300 260 10,400.00 260 10,400.00 14 arldae strart"re a A,um.(V 2 3 12,000.00 1 11,n00.00 15 Arldae Faty. span LF IN,(40 20 %A 4` Chain Ltnk Fro,. a 1,009,00 2 169 Chef. Link Pence IS 5,0W.00 1 17 Aprt" Head Beat" IA am.M 6 2 0(/0.M I 2 800.n0 In 4' Hlllmr stncl" a 1.1% in,IHM 60O 690.fH 600 690.Ov 19 nat.hhµ and Clennnp IF 1-00 5.400 $471 10,942.00 5471 10,942,00 Cbn"rr 01'1n1. 11 1001 1.231.54 1001 1,231.54 Change Order 12 1001 15,856.72 1001 15.856.72 Change Order #3 904 33,533.03 101 4.000 1001 37,533 of Change Order N 1001 8.297.62 -0- -0- 10" 8,297.62 Chan" Order 15 100% 10,748.76 0- -a- IDay 101)40.76 Change Order 06 100% 30,023.70 1004 30,023.70 J s.ttot.1 568,379.07 34.023.70 602.402.77 b) s.t.lnase: 51 . (a) 18,IM% 1.701.19 30,00.11 r3 arninga Payable thl. 6atiente- (a) - (b) 539.960.17 321II2.51 572,282.64 dl S.I.. Tw 8.12 e It (a) 46,038.70 2.755,92 48,794.52 yy LFor Use By City Clerk's Office Only AGENDA ITEM RENTON CITY COUNCIL MEETING SUBMITTING ` Dept./Div./Bd./Comm. 1CS�y'� Gn3i For Agenda Of Eft tilr _ A,, Meeting Date Staff Con uct.Cif /K..✓, `� Agenda Status: SUBJECT: k„( Pt. Consent _ _ Ltd- Jt^L lSMAMa _ �. �r. ', Public Hearing _ Correspondence Ordinance/Resolution r t+a�n� Yak c�c$ CAC DY,��a Clt 31siness Exhibits: (legal Oescr., Maps. Etc.)Attech New Business__ A._ •'a.� �;0 ti Study Sessi,n Other _ C. Approval: Legal Dept. Yes— M— No_ N/A — COUNCIL ACTION RECOMMENDED: .}ry Bu..( a� Finance Dept, Yes Mn_ N Pro�ct.( ( i Jr' a Other Clearan.e FISCAL IMPACT: Expenditure Required S kmount $ Appropriation- $ Budgeted •ransfer Required SUMMARY (Background Information, prior action and effect of inpleinentation) (Attach additional pages If necessary.) 4. DpW re 3 'F P-;e'J d (,-1 _ -_+At tic Wec"'r.l sl'+•e iGl...rorr e,kh301 )20,''4 6 '(0-0, 4t4l 36 ,Ary3 ,Cal( fares laaaaaaw P•;d I •...1 Aw s ) avc Baer. K•J 2ape�c,! 'y•, n.nntP(afc✓ ✓� 31 F4Yi .,$ acoerlc! eylaro D p44 ^ . �+ :: fr. • +„-.,(aa( .11+e. C<., -"c na.! cue-ate;- :.r�I;:SH PARTIES OF RL:ORO/INTERESTED CITIZENS TO BE CONTACTED: SUBMIT THIS COPY TO CITY CIf RR BY NOON ON THURSDAY MI7H DOL � r FL 325 Rev. 10/14/70 Contract No. C.A.G. NOTICE OF COMPLETION OF PUBLIC WORKS CONTRACT To: State of Washington Date: Excise Tax Division Audit Section .Tax Commission Olympia, WA 985O4 Do Not Use From: City of Renton Assigned to: �— Finance Department 2Oo Mill Avenue South Date Assigned: Renton, WA 98055 P.W.G. Number: Date: Gentlemen: Noticc is hereby given relative to the completion of contract or project described bet ore: Description of Contract CA6 oyo-8S Contractor's Na pL. C;2z-s9as Nam a j- rN lw LwG. Key L y S, Sr t, . 4&its Contractor's Address Date Work Commenced )wi'�a '4r♦S Date Work Completed .�.G.23f tM 14la{ Date Work Accepted: n,.y f/rm!'t sG '.�,....k.1 Surety or Bonding Company y' Agent's Address .,�w.l�-�, �� •+i. _:- �'xje Contract Amount Amount Disbursed 621�O7�ac Additions Anrount Retained 'S 10 Sales Tax 4.e, -+ .i o'Z Total 7 — Total ,SIr 19'7 .39 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 • + C.O. CITY OF RENTON P49LIC WORKS DEPARTMENT CONTRACT CHANGE ORDER AGREEMENT CONTRACT ei<eh Pk.. S• c�dlra„ Z.�..yr{w 'AG - ny� _ CONTRACTOR _! , /;j: . g213 M./f v L ,IAr K e Wag SUMMARY OF PROPOSED OOM CIYw. r rt,A tom. t _ p�, ,N ♦w.� rl-rd i2 F Upr`f ac ro�Jf L,b:u 5, G2' y2 y 4R I S 9, Li ..A *M,&k,o '7113 -13/ 9L All work, material— sued measurements to be in accordance with the provisions o4 the (� Standard Specifications and Special Provisions f,)r the type of construction involved. NGE � iAlX5TUCT --Tu1MTWTHwas T—I Il � N AMMT AMOUNT THIS ORDER TOTAL AFTER C A 3'(' f iI 30, )t1 6,16,$WM SIGNATURES: CONTRACTOR DATE PROJECT ENGINEER -— DATE —_ APPROVED BY — —_ DATE (Public Mor�Tc�s Director) — — • r DATE: TO: FINANCE DIRECTOR FROM: PUBLIC WORKS DIRECTOR SUBJECT: PROGRESS PAYMENT g—F»( CONTRACTOR: R.L. Alia Company ESTIMATE NO, S CONTRACT NO. 040-85 PROJECT: Honey Creek Phase 11 Sanitary Sewer Interceptor 1. CONTRACTOR EARNINGS IIIIS ESTIMATE j J235,Tg,q} e:fit" $L/,pL 3I-, 2. SALES TAX 8 B.I% 4T258,9, 2,T SS.y 1. TOTAL CONTRACT AMOUNT 1MIS ESTIMATE $ # 4 3c. 349 aZ 4. EARNINGS Pit'VIOUSLY PAID CJNTRACIOR S 4 68 cS9. Ka 5. •NARNINCS DUE CONTRACFOP THIS F. 111ATF: $ jtg;V 0.A6 64 6• SUBTOTAL - CONIRACTOR PAYMENTS $ 59g�g6Sf-Tj 5 -72,2P2- 7. RETAINAGE ON PREVIOUS EARNINGS f -25TT$}98 2a y19 45 8. -- RETAINAGE ON EARNINGS THIS ESTIMATE 2T628'.97 4 Iy 9• SUBTOTAL - RETAINAGE I7L0 IU. SALES TAX PREVI WSLY PAID j 11. SALES TAX DUE 1111S ES"F MATE Z 2 12. SUBTOTAL • SALES TAX j y�B38 - 4 E }9'� •(95X x Line 1) GRANU TOTAL f 7-_— - ;1 19;39 ••RETAINAGE: St _INANCE DEPARTMENT ACTION: PAYMENT '0 CONTRACTOR 'Lines 5 and ' I) T- T ACCT. A 42110001015.596.36 65 19 j 541 i9.9? �F ACCT, Y _ f �— ACCT, / f j ACCT. / f ACCT. # f RETAINED AMOUNT (Line 8): „ ACCT. M 421/000/015.596.38.65.19 f_ a,y2g,.y/ A� ACCT, f f_- ACCT. I f ACCT. / f ACCT. j _ f A_ CHARTER 118, LAWS OF 1965 TOTAL THIS ESTIMATE f %Tgaaw" CITY OF RENTON CERTIFICATION � �+wwl.lulu ro.,ru.1 e+m�wrl Irwn d lu.ul.. .I,ll M wiiMtl w.w ltlr IUIII/ll�, M! IIFKI.1 NpMO fl M\ lylp y llKllllO lAf.l YO TM\ IN C.A 0 1 m 111 !N MO Wr lM4Ml lMM1ll 1M 11n d IId11UR 4O 1M.t�MI lu.IpyOG N W11�1nt�.l MO tilt.A MO�1M1 f . • CITY OF RENION DEPARTMENT OF ENGINEERING • • MUNICIPAL BUILDING. 200 MILL AVE. SOUTH, RENTON, WA. 98055-235.2031 `pN l None, Creek - Ph.#. It 0-Fne4 PROJECT_:2"tary Sever Interceptor PROGRESS PAYMENT ESTIMATE NO.L Contract No. 04U45 Contractor R.L.Alfa Company Clownq Date T1 Shemit_ol t/f!L Iw Eat. PREVIOUS TOTAL THIS ESTIMATE TOTAL TO DATE Oese nPUon Vnit Unn Pnc0 QIy. Qly Amount Qty. An,otnt Qty. Amount I Mn bit tx at ton LS 47.357.00 1 1001 47,357.00 IOD% 47,357.00 2 cle.rm4 Ana cr.bbmR LS 32,5uo. 1 1001 32,500.00 1001 DI,50C.00 f Tt•ber Salvage LF 1. LOOS 1432 1,432.00 1432 1.432.00 4 All... Road LF 22. 77 3.760 3760 32,983-20 3760 R2,983.20 5 CHIP Culverts LS 4,Suo.ID 1 100% 4.500.00 100% 4.500.00 6 1R" fHP Culvert LS 8,700, 1 100% 8,700.00 100% 8.700.00 1 Oru.h.d Rock SY 3.0 65n 530 1,590.00 530 1,590.00 R Temporary latch 5Y 3.W 650 295 B85.DO 295 885.D0 9 Asphalt Concrete Pavement SY I3. 650 S30 7,950.00 530 7,950.DO ID ?Orland Cement Concrete SY 30.00 10 H Bmkrun Gravel SON 3. 1,000 18 5,484.00 1829 5.484.00 12 Slope Rocking CY 20.00 1.500 141t 28,378,00 1418.9 2r,378.00 U ReddiOR (Type 11) LF 3-00 300 435 1,305.00 435 1,305.00 14 Redding (Type 111) IF 0.50 5.100 4918 2,459,00 4919 2,459.00 15 Scour Protection Rock LF 12.60 1,900 1430 18,018.00 1430 18,018.00 MA 12" sever Pipe LF 30.00 301 329 9.870.00 329 9,870.00 16N 8" Sever LF 30.00 307 154 4,620.00 154 4,620.00 VA Overflow Stnicrure LS 2,500.00 I 100% 2.506.00 100% 2,500.00 I7B interceptor Cut in LS 11000.00 1 t00% 1,0DO.00 1001 1,000.00 i8 M.N. No, 3 La 11250.00 1 100% 11250.00 100% 1,250.00 19 M.N. Type 1-48" a I'm no 4 6 6.000.00 6 6,000.00 A FatatinR M.N. 0ertr. VF 100,00 22 13.3 1.330,00 13.3 1,330.00 21 8" Drop Connection Vt 70.00 10 8.1 567.00 8.1 567.00 21 12" Cut , Se11er Pipe LS 14.70 5,t00 4988 70,829.60 4988 70,629.60 43A 12" Cleennut EA 2,V00.M 15 12 24,000.00 12 24,DDo.00 DR 6" Cleennut EA 875.00 3 3 2,625,00 3 2,625.00 4 12" Clea"aut Arlon FA 476.0 11 8 3,824.00 8 3.824.00 3 Service Tee. to 150.00 9 10 3,500.00 10 3,500,00 26 6" or a" Serv. Lateral, LF 50.V0 150 491 24,550.00 449911 24,95d0.00 ZI Televieinn I .ttortn4 LF 0.20 5,160 4MB 997.60 7.60 5 sprvntng Calvet TON 15.00 I.D00 925 13,875.00 925 13,875.00 29 rob lane Cy 100.00 450 373 37.300.00 373 37,3DO.D0 30 subdrato LF 6DO 1,000 1675 11,2r.0,00 1875 11,250.00 31 10" 110tixontel Well Point FA too:or 40 4 400.30 400.00 fI Norienntal Well Point Exten.ton LF 2.DO 600 25 50.00 25 $0.00 33 12" Culvert LF 40.00 )DO 260 10,400.00 260 10,400.00 34 Bridge Structure FA 41000.00 2 3 12,D00.00 3 12,000,00 35 Bridge Extra Span LF 100.00 20 36A A' Chain Link Fence G 1.000.001 2 369 Main Link Fence I.S 5,000.00 1 11 Spring Head Drain FA 400.00 6 2 800.00 " 800.DO 38 4' Will. start, lA 1.15 11.000 600 690.00 60C 690.00 19 Finteht., and Cleanup LF 2.00 5,400 5471 10,942.00 5471 10.942.00 Change Orders /1 190% 1,231.54 w )OOS 1,231.54 Chance Order /2 i 15,856.72 /87t, 4 e•• 1001 15,856.72 Ghana Order b 9451),M "w loot 3h513,03 R Change Oder /4 - �� f{i97 GL 30R5 0 $P9Ta51 100% 8,297.62. Chance Order 05 (opy T�IP,x. 14)01 •e.74".94 100 10,748.75 A4 C".6%(' * 0{r 1aesAv ;o1eT.} aua 3o,aL1. 1,) subtotal �'� ' 9 2IP"Pt" ,i1d:1 6) 8etafnape: Six (a) c) Eernin{s Payable 1M, LstAde- I fig,%0.12, 3215?2 5 S12,1D21 'e98;e09-6N i......4- 539T18Q'!f %,ass-10 z,.#s5.l Z E sl. d) Belem Ta.t a,I2 • x (a3 N•-P, 9h9.7 4i � SIPS�C 1510�� 4{I,CF4.1L CITY 01: RENTON • DEPARTMENT OF ENGINEERING • • MUNICIPAL BUILDING, 200 MILL AVE. SOUTH, RENTON, WA. 90055, 235-2631 r Iluncy Creek - I'h,sr 1[ PROJECT Sanitary Sewer Interceptor PROGRESS PAYMENT ESTIMATE NO.8- Final Contract No. 040-85 _ Contractor R.L. Alta Company Closing Date 7-31-86 .iheet of PREVIOUS TOTAL THIS ESTIMATE TOTAL TO DA It Description Unit Unit Pr,ce Est. _ No Qty. Qty. Amount Qty. Amount Qty A,nounl 1 N..hl l lzat 1m1 LS 47.357.OU 1 1007. 41,357.00 100L 47,357.00 2 Clearing And Grubbing LS 3z,5U0.00 1 100% 32,500.00 1.00% 32,500.00 i Tlmbrr Salvage LF I.UO 1,000 1432 1 .4.32.00 1432 1,432.00 4 Access Road Is 12.07 3,760 3760 82,983.20 3760 82,983.20 5 :;MP Culverts LS a,5UO.U0 1 100% 1.5M.00 100% 4,500.00 4 w, c"p fnivert LS 8,100.00 1 100% 8 700.00 100% 8,700.00 7 Crushed Rock Sy 3.00 650 530 I ,o90.00 530 1 ,590.00 8 Temporary Patch Sy 3.00 650 295 885.00 295 885.00 9 Asphalt Concrete Pavement Sy IS.GUI 650 530 :,950.00 530 7.950.00 10 rorland Cement Concrete S7 30.00 10 11 Rank[un Gravel TON 3.0OI 1,000 1828 5.484.00 1828 5,484.00 17 Slope Rocking Cy 20.r. 1,500 1418.9 28,378.00 1418.9 28.378.00 13 Redding (Type 11) I.F 3.00 300 435 1,305.00 435 1,305.t)D 1/1Redding (Type 111) LF 0.50 5.100 4918 2,459.00 4918 2,459. Is Scour Protection Rock I.F 12.60 1.800 1430 18,018.00 1430 18,J18.00 IRA 12" Sever ripe LF 30.00 300 329 9,870.00 329 9,870.CO 168 8" Sever LF 30.00 307 154 4.620.00 154 4.620.00 IIA Overflow Structure LS 2.500.00 1 100% 2,500.00 lu0% 2,500.00 Ila Interceptor Cot in 115 1,000.o0 1 100% 1 .000.00 100% 1,000.00 iR M.H. No. 3 LS 1,250.()0 1 100% 1,250.00 100% 1,250.00 19 N.H. Type 1-46" FA I,OVO.UO 4 6 6,000.00 6 6,000.00 it) Fxi.ting tl.u. Dcpih VF i00.00 22 13.3 1,330.00 13.3 1 ,330.00 /1 8" Drop Connection VP 70.00 10 8.1 567.00 8.1 561.00 71 17" Curv. Sever ripe LS 14.20 5,i00 4988 70,829.60 4988 70.829.60 1IA 12" Glea.iout FA 2,1100.00 15 12 24,000.00 12 24.000.00 138 4" Cleanout EA 875.00 3 3 2,625.00 3 2.625.00 P. 12" Cleanout Apron EA 478.u0 11 8 1,924.00 8 3.824.00 25 Service Tees FA 350.On 9 10 3,500.00 10 3,500.00 26 6" or 8" Serv. Laterals 1.F 50.170 JS0 491 24.550.00 491 24,550.00 27 Television Monitoring LF 0.20 5.100 4988 997.60 4988 997.60 8 Spawning Gravel TON 15.00 I'Iluo 925 13,875.00 925 73,875.00 9 cob ton, Cy 100.00 450 373 37.300.00 373 37,300.00 10 Subdra in LF 6.00 1,000 1875 11,250.00 1875 11.250.00 11 30" Horizontal Well Point FA 100.00 40 4 400.90 4 400.00 12 Norizontal Well Point F.xtennion LF 2.00 600 25 50.00 25 50.00 11 12" Culvert LF 40.00 300 2,60 10,400.00 260 10,400.00 34 Rrldge Structure FA 4,000.00 2 3 12,000.00 3 12,000.00 15 Rridge Extra Span LF 100.00 20 KA 4' Chain Link Fence FA 1.000.00 2 368 C:m 1n Link Fence I's 5,000.00 1 31 Spring (lead Drain FA 400.00 6 2 800.00 2 800.00 38 4' Willow Starts FA 1.15 100" 600 690.00 60U 600.00 19 Finishing snit Cleanup LF 2.00 5,400 5471 10,942.UO 5471 10,942.00 Change orders /1 I1H)% 1,231.54 IOU% 1,231.54 Change Order 12 100% 15,856.72 100% 15,856.72 Change Order F3 90% 33,533.03 101 4,000 100% 37,533.0 Change Order 04 100% 8,297.62 -0- -0- 100,, 0,297.62 Change Order 05 100% 10,748.76 0- -0- 100 10,748.76 Change Order 06 100% 30,023.70 100% 30.023.70 {n) Subtotal 568,379,07 34,023.70 602.402.77 b) Retatnage: S% x (a) 28,418.95 1,701.19 30,120.14 c) F.nrnings Payable this Eatientr- (A) - (b) 539,960.12 32.372.51 572,282.64 (d) Sales Tax: 8.1% • x (a) 46,038.70 2,755.92 48,794.E .r) Amount due this estimate (c) 4 (d 585,998.82 I 35,078.43 621,077.26 (f) GRArt) Tn7AL (a) 6 (d) 614.417.,7 36.779.62 I 651.197.39 FL 325 Rev. 10/14/70 Contract No. C.A.G. NOTICi OF COMPLETION OF PUBLIC WORKS CONTRACT To: State of Washington Date: August t, 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 contra,t or project described below: Descriptio- of Contract Honey Creek Sanitary Serer lnterseptor Phase II, CAG 040-85 Contractor's Name R. L. Alia Construction Co. Inc. Contractor's Addres. 9215 tlartin Luther King S., Seattle WA 98118 (722-4900) Date Work Commenced June 29, 1985 Date Work Completed July 31. 1986 Date Work Accepted: August 11, 1986 Surety or Bonding Company United Pacific Company Agent's Address Federal Way Washington Slate Contract Amount $536,853.20 Amount Disbursed $621,077.26 Additions $ 65,549.57 Amount Retained $ 30,120.14 Sales Tax S 48,794.62 Total $651,197.39 Total $651,197.39 By Disbursing Of icer - Finance Directc,, THREE COPIES OF THIS NOTICE MUST BE COMPLETED BY THE DISBURSI NC OFFICER �.�y{5 AND MAILED TO THE DEPARTMENT OF REVENUE AT OLYMPIA, WASMINGTON IMMEDIATELY YY'"' AFTER ACCEPTANCE OF THE WORK DONE UNDER THIS CONTRACT. NO PA"MENTS SHALL BE MADE FROM RETAINED FUND UNTIL RECEIPT OF DEPARTMENT'S CEP 'ICATE, AND THEN ONLY IN ACCORDANCE WITH SAID CERTIFICATE. cu Department of Labor and Industries IFor Use By City Clerk's Office Only AGENDA ITEM RLNTON CITY COUNCIL MEETING SUBMITTING Dept./Div./Bd./Conan. PUBLIC WORKS/Utility Erg. For Agenda Of Naeting Date Staff Contact Richard Houghton/Bob Bergstrom Name Agenda Status: SUBJECT: SANITARY SEWER PROJECT S-296 Consent MONEY CREEK INTFR[ PTOR PHASE is CAr, n4 �-85 Public Nearing Correspondence Final Project Acceptance and Retainage Ordinance/Resolution Release. _ Old Business Exhibits. (Legal Descr., Maps, Etc.)Attacf Ise. Business Study Session _ pgy Fstimate IR - Final Other B. _ C. Approval: Legal Dept. Yes No_ N/A COUNCIL ACTION RECOMME': FD: Approval of Finance Dept. Yes-- No N/A project final authorization and begin Other Clearance 30-day lien period as of Auaust 11. 1986. FISCAL IMPACT: Expenditure Required S Amount S Appropriation- $ Budgeted Transfer Required SUMMARY (Background Information, prior action and effect of implementation) (Attach additional pages if necessary.) The Department of Public Works recommends the project and final estimate be approved and the retainage of $30,120.14 be released after 30 days if all taxes have been paid, and no liens have been filed. The project was completed July 31, 1986 dnd accepted by the Department of Public Works. It is recommended that the City Council accept completion as of August 11, 1986. u� PARTIES OF RECORD/INTERESTED CITIZENS TO BE CONTACTED: SJBMIT THIS COPY TO CITY CLERK BY NOON ON THURSDAY WITH DOCUMENTATION. DATE: August 4, 1986 TO: FINANCE DIRECTOR PROF: PUBLIC NOW DIRECTOR SUBJECT: PROGRESS PAYMENT CONTRACTOR:_ R. Alia Company ESTIMATE NO. 8 - Final CONTRACT NO. 040-85 PROJECT: Honey Creek Phase II Sanitary Sewer Interceptor CONTRACTOR EARNINGS THIS ESTIMATE $ 34,023.70 Z. SALES TAX # 8.It 1,753.92 T 3, TOTAL CONTRACT AMOUNT 7111S ESTIMATE S 3b,779.62 4, EARNINGS PREVIOUSLY PAID CONTRACTOR $ 539.960.12 S. *EARNINGS DUE CONTRACTOR THIS ESTIMATE $ 32,382.51 6. SUBTOTAL - CONTRACTOR PAYMENTS j 572,262.64 7. REWINAGE ON PREVIOUS EARNINGS j 28,418.05 a.*- RETAINAGE ON EARNINGS THIS ESTIMATE 170.19 9• SUBTOTAL - RETAINAGE j 30,120.14 10. SALES TAX PREVIOUSLY ."AID j 46,038.70 11. SALES TAX DUE THIS ESTIMATE 2,755.92 12. SUBTOTAL - SALES TAX j 48,794,62 •(90% a Line 1) GRAND TOTAL j 651,197.39 ••RETAINAGE: 51 FINANCE DEPARTMENT ACTION: W MENT TO CONTRACTOR (lines 5 and 11): ACCT. / 421/000;015.596.38.65.19 j 35,078.43 /8-Fina ACCT, # $ ! ACCT, # _ j f— ACCT. # $ ACCT. # j RETAINED AMOUNT (Line 8): ACCT, # 421/000/015.596.38.65 19 $ 1,701.19 /8-Final ACCT. # _ $ ACCT. # j #' ACCT. / _ #' ACCT. # $ # CHARTER IiS. LAWS OF 1965 TOTAL THIS ESTIMATE $ 36,779.62 CITY OF RENTON CERTIFICATION , M uw.rm w wo,<etM u\e•rwMlly a MMv ,w�, F! W,ER.y) 1uM �6M 1111i1AI�. M MMkfJ�noeue CI M�Wa1 rWO.�li N a�\�o t1.t4 NO TMt INI PYI\� •li, Y MO MII�O MUW10 tlM1 M 01.d GPM am.�o w cur ' CITY OF RENTON • DEPARTMENT OF ENGINEERING • • MUNICIPAL BUILDING. 200 :-A!LL AVE. SOUTH, RENTON. WA 90055-235.2631 pN 1' N...y Crank - Ph... it PROJECT vnitary iwer 'ntercepcor PROGRESS PAYMENT ESTIMATE NO.8- final CMlratt No, NUBS Contractor R.L. All, Coneanv Closing Oat• %-31-Bf 3hMe1 tN Eet PREVIOUS TOTAL THIS ESTIMATE TOTAL TO DATE NO Oeaenpl.on Unit U.{l Pr,e, Q111 QtY Amoral Qty Aro t t Qry Ae m 1 Mnbt lfutton LS 47.357.001 100% 47.357.00 100% 47.357.00 2 Ciq[ln4 And Crvbbtn Ls 34,So.WO 1 1001 32,S00.00 1001 32,SW.00 3 1lmbrr salva6e LF 1. 11000 1432 1,432.00 1432 1.432.00 4 Attu. ,oa4 LF 22.07 3.760 POO $2,983.20 3760 82.983.20 5 CAP Culva,ts Ls 4,5u0.VO 1 1003 4,500.00 100% 4.500,00 6 18" CMF Culvert LS 8.700. 1 1W5 8,700.W 100% 0.700.00 7 Crushed Pork ST 3.DO 650 530 1.59n.W 530 1.590.00 a Temporary Patch ST 3.00 650 295 R85 W 295 885.00 9 Aphalt Cwrretr Pa.eeant ST 15-00 650 $30 7,950.W 530 71950.00 10 Por La,M Conant Concrete IN 30.00 10 II Unkrun Cued ION 3.00 I.OW 1828 5,484.W 1828 5,494,00 12 Slope Rorking LY 20.n0 1.50o 1418.9 28,378.00 1418.9 28.378.00 13 salding (T,P. Ilj LF 3.W 300 435 1.305.00 435 1.305.00 14 Bedding (7l1e 111) Ly 0.50 5.100 4919 2,459.00 4918 2.459.00 IS Srwt hotection Rock LF 12.60 1.ON 1430 1B4O18.00 1430 181018.0 16h 12" Saner pipe LF 30.00 300 329 9.870.00 329 91870.00 I61 6" S..r LF 30.00 307 154 4,620.00 154 4.620.00 t7A C,trtlw Structure LS 2,sw.w 1 1001 2,SW.00 100S 2.500.00 17B Intarcptcr, Cu, in LS 1.000.00 1 IODI 1,000.00 100s 11000.00 Is M.R. R,, 3 U 1.l50.W t 100% 1.250.00 1W1 1.250.00 19 M.H. Type 1-43' U I,000.W 6 E 6,000.90 6 6.000.00 D Ezi.ttn M.N. Depth vy IW,W 22 13.3 1,330.00 13.3 1.330.00 1 6" Drop Connection ye 70.DO 10 , 1 S67.W 8.1 $67.00 2 12" Car, Saner Ft'. LS I4.20 S.100 ,88 70.829.60 49M 70.829,60 t3A 12" cle..t G 2,uw.W IS 12 24,000.00 12 24,000.00 .39 6" Cleanout EA 875.00 3 3 2,625.00 3 2,625.'0 4 12" Cles,out Apron U 47S.uo 11 8 3,824.00 8 3.824.00 5 Service Tea. FA 350.OD 9 10 3.M oo 10 3.500.00 6 On at 6" Sern. Lateral• LF 50.00 330 491 24,r50.00 t91 N,550.00 7 tAevt.fan Mpnitprint LF 0.20 5,100 4988 997.60 498B 997.60 6 spenntne cuvel m 15.00 I,000 925 13.875.00 925 13,875.00 9 Cabiona CT 100.00 450 373 37.300.00 373 37.300.00 3n subdntn LF 6.DO 1.ON IS75 11450.00 1875 11.260.00 1 30" horizontal Wall point m 100.00 40 4 400.00 4 400.W l2 Horizontal Well Point Fat..i.. LF LOC 60D 25 So 00 25 50.00 33 12" Culvert Ly 40.00 300 260 IOADO.W MO 10,400.00 )4 Bridge Structure M 4,000.W 2 3 12.0W.W 3 12.OW.00 5 srid6e Fatra Span LF 100.00 20 16A 4' CM In Link Fence U .,000.LV 2 363 Chain Link Fora LS 5,No.00 1 31 Spring head Drain EAam.00 6 2 8W.00 2 800.00 is 4' will. start• CA 1.15 10,000 6W 690.00 6W 69O,W 39 FtatsAtn and Cleanup Ly 2.00 5.400 5471 10,942.00 5471 10.942.00 Man, order. 41 1001 1,231.54 100% 1.231.54 Change Order 12 1Ws 15,856.72 100% 15,856.7, CMngl. Order 03 90% 33.531.03 10% 4,OW 1001 37.533.03 Change Order 14 ( 100% 8,297.62 -0- -O� lops 8.297.62 Ching, Order 15 100S 10,748.76 -0- -0- 1001 10.748.76 Change Order 46 IWl 10,023.70 1002 30,023.70 (.q Subtotal 566.379.07 34,023.70 602A02.77 b) gauingc: 51 It (a) 28.418.95 11701.19 30,120.14 r) Groins ?$,able thin Utlwrte- (a) - (b) 539.960.12 32.322.51 572.282.64 d) Sale. T..: a.11 a R (a) a6,038.70 2,755.92 48.79C 62 I a) Mount dear thin ..t Lau (c) 4 Id 585,9wei 35.078,43 621.071.26 t) CRAND TOTAL (a) 6 (d) 614.417.77 36.779.62 651.197.39 CITY OF RENTON PUBLIC WORKS DEPARTMENT CONTRACT CIA4GE ORDER AGREEMENT CONTRACT Honey Creek Sanitar,E Sewers P,ase 11, 5-296, LAG 040-85 CONTRACTOR R.L. Alict Cimpany, 9215 Martin :other King Jr. Way So., Seattle WA 98118 SUMMARY OF PROPOSED CHANGE 1. Add extra anchcrs for CMP storm drain L.S. Additive. S 450.O0 T. Remove existing pipe and provide new 12" connection at new _ _1loney Creek Pump Station, L.S. Additive. T28.60 _3. Approve bridge detail and plan Change, no price change. -0- _4. Reduce access road rock surfacing from 12" thick to 6" thick. L.S. Deductive. 7,000.00 5. Add additional clean-up of slope from NE 17th St. to creek sewer alignment. L.S. Additive. . 450.D0 6. Add trace wire. L.S. Additive. f 1UO.OU 7. wider roadway patch on Union Ave. NE. 136 sq. yr•. to S40/per sq. yd. Additive. 5,440.00 8. Add traffic loop replacement at Sunset and Union Ave. NE. L.S. Additive. 1,552.94 Subtotal $1,231,54 8. Ital.e< tax ___3.9.75 Total with Tax $1.331.29 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. �ORNINALCUNTWVT� CUAkENT�(HI�IiACT —EsfilHpiEp fjTENAnG�` ESTI}14TED WN-IMAC AMOUNT AMOUNT THIS ORDER TOTAL AFTER CHANGE $536,853.?0 5536.853.2 51,231.54 w/o tax SS38,084.74 SIGNATURES: CONTRACTOR _7 _// DATE ..,a�, PROJECT ENGINEER �Qx/7a1 DATEJC--I..A "74Pt APPROVED Bf Y DATE tPublic Works 0 rector r CITY OF RENiU4 PUBLIC WORKS DEPARTMENT CONTRACT CHANGE ORDER AGREEMENT CONTRACT Honey creek Phase 11 sanitary Sewer Interceptor CAG 040-95 CONTRACTOR R.L. Ali&• 9215 Martin Luther Ring May S., Seattle MA 9811E (722-4900) SUMMARY OF PROPOSED CHANGE 9-,,q�ney Flood Repair fur January 17, 1986 STORM - FORCE ACCOUNT Labor S 3,228,19 20% Overhead and Markup 645.64 SUBTOTAL v^ $ 3,873.03 Rqurpment 3,991.15 Material 5,671,68 15% Overhead and Markup 850.15 SUBTOTAL 6,522.43` Miscellaneous 2,247.21 151 Overhead and Markup 337.00 Suft"AL 2.581.29 Oiaccunt per 2/18/86 Letter - 1,114.90 TOTA1. 15,856.72 6.11 Sales Tax 1c2qC 39 GRAND TOTAL $17,141.11 All work, materials and measurements to be in accordance with the provisions of the Standard Specifications and Special Provisions fur the type of construction im owed. 0A(GlNAI cuNTHAET— -"(URRl1f( �ri}1TRA�T`�SfiMATED fiET tiiANG�- ESfiIiiATED CUnTkA AMOUNI AMOUNT I THIS ORDER I TOTAL AFTER CHANGE $536.853.20 11538,064.74 $15,856.72 w/o tax I $553,911.a6 SIGNATURES: CONTRACTOR _i _ DATE PROJECT ENGINEER i DATE APPROVED BY DATE jFubT{c MorTis�rNCiorT— — . C.O. /9 CITY OF RENTON PUBLIC WORKS DEPARTMENT CONTRACT CHANGE ORDER AGREEMENT CONTRACT _ Roger Creak—Maas 11 Sanitary Bawer laterceptor CAC 040-05 _ CONTRACTOR B.L. Ali&, 9215 Martla Luther Ring May S., Ceattl xA 9B118 1722-a9001 SUMMARY OF PROPOSED CHANGE _ emergeney Sewer eepir at smart, nmp Station OUBIM796AM STBTBM rB011_DAMAOe_IN JANUARY 17, 1986 STORM AT ON 7th 57. AND WAl11GTO11 AVB._"a. rOACK ACCOUNT. --- Labor _ $12,320.35 _ 20% Overhead and Markup SUBTOTAL 13.827.78 $14,784.42 equipment Notarial 2,006.78 151 Ov...head mad Markup 421.02 --- SUBTOTAL --- -----`--- 3.224.00 Other 4.950.46 -- 1'H Overhead and Markup 742.57 SUMtAL 5,693.03 TOTAL $37.533.03 8.1% Sales Tax 3,040.1GRAM TOTAL 8 $0.573.21 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. 3RIGIAAI CDFiTRACT-- rURRM CORNMT�j TSTIN411'6 ET-tMN' E-—MAIM-co-10 C AMOUNT I AMOUNT THIS ORDER I TOTAL AFTER i1ANGE a5.16,853.20 $553.941.46 $37.533.03 w/o tax SS91.474.49 SIGNATURES: CONTRACTOR _—__-- -- DATE PROJECT ENGINEER —------ __„_—_— DATE —— — APPROVED BY DATE — ub c Mor12s 0 r�ctorT—'— ` �" . •C.0. f_ a CITY Of RENTON PUBLIC WORKS DEPARTMENT CONTRACT CHANGE ORDER AGREEMENT CONTRACT _ money Creek Phase 11 Smeltery Saver laterce,.tor CAC 040-85 CONTRACTOR B.L. Ali*, 9215 Martin Luther king May S., Seattle MA 98118 4722-4900) SUMMARY Of PROPOSED CHANGE `erguacy Flood Repair for January 17, 1906 8T9R - FeAce ACCOOR $2,285.11 ' _ 201 OveT.h=aAand Markup 457.02 SUBTOTAL —__ - 52.742.i3 Equipment 3,5S4.85 Material 1,615.60 15% Overhead and Markup 242.34 SUBTOTAL 1.657.94 other/Rincellaeaous 390.59 150 Overhead and Markup , 57.09 SUBTOTAL � 437.68 Discount per 2/26/86 Letter _-- -15,,144.98 TOTAL ---- 6.297.62 8.1% Sales Tat 672.11 tlINN TOTAL —_`— $8.969.73 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. O1f1�tFM711 CaN71tAfT- CURRENT tOHYRACT —�STCM{ATED I ZHANTi� E91i11T Cahn Ai/OUNT AMOUNT I THIS ORDER I TOTAL AFTER CHANGE 6536,853.20 $591.474.49 je,297,62 w_/o tea d599.772.11 SIGNATURES: CONTRACTOR WE PROJECT ENGINEER _- DATE _ APPROVED BY DATE —(6u1;Tfc—ii ors recLo� C.U. R _6 CITY Of REIITUR PUBLIC WORKS DEPARTMENT CONTRACT CIINGL ORULR AGREEMENT CONTRACT Honey Creek Phase 11 Sanitaj,y Sewer Interce for CAG 040-85 CONTRACTOR _ R_L. Alia, 9215 Martin Luther King Way S.,_Seattle, WA 98118 (722-4900) SUMMARY OF PHOPOUD CHANGE Emergency Flood Repair - upper channel FINAL REPAIR FORCE ACCOJNT: Labor 1,5,623.42 20S Overhead and Markup 1,124.68 TOTAL LABOR -_-- _y ^—�-- $6,748 10 Equipment $9,219.01 TOTAL EQUIPMENT $9,219.01 Material —�-- $9,651.17 15% Overhead and Markup 1,042.68 TOTAL MATERIAL _ $7,993.85 Miscellaneous $5.271.95 151 Overhead and Markup 790.74 TOTAL MISCELLANEOUS $6,062.74 TOTAL 530,023.70 8.14 Sales Tax 2,431.92 GRAND TOTAL $32 455.62 All work, materials and mmasurements to be in accordance with the provisions of the Standard Specifications and Special Provisions for the type of construction involved. TiRNINA( LUNMR LT CURWir CUN[PAL `ESTIMILIJ NEB CI(ANEi!- _LSTIMATLIi COHTNAci AMOUNT _I_ AMOUNT TIIIS ORDER TOTAL AFTER CHANGE 5536,853.20 $610,520.87 - �130,023.70 w/o tax 5640,544.5] J SIGNATURES: CONIRACTOR - DATE PROJECT ENGINEER DATE APPROVED BY _ __/emu`'._�,,.., • ? UAIE - i�d�fic�io}rTS-6ii iorl._-- • O4TE:.mlf i Tl Tu FINANCE OINECIOR 1'RW: PUBLIC NURAS Ui RECTOR SUBJECT: PP,OGBESS PAYMENT CWRWTUR: R,L. Atia Cospany ESTIMATE NO, 74"191- CWRACT W. D40-85 PROJECT:_NoneY Creel Phase 11 Sanitary S"er Interceptor 9-it1. OI14TRACTUR EARNINGS IIIIS ESTIMATE j 2. SALES TAX a 8,1% —v--7 3. TOTAL CONTRACT AMf`.AtAT ]HIS CSTiKITE s+-- 4. LARNINI:5 PREy1DUSI.Y PAID COrrKACJION s 490�gqq 68 S. •I"NINIS 149, QWTMCT(R 11115 EsnWIE s �'l Y7 '? 6. SUBTOTAL - CONTAAC'rOR PAYMENTS 7. Ot TAINAC& ON PRFYIWS EARNINGS 1 25,789.98 --� a.••RETAIMAGE ON EARNINGS IIIIS ESTIMATE '', t3 9. SUBTOTAL - RETAIRWE j 10. SALES IAA PRT.YIWS1.1 PAID j 47 77_ 79,77�_ )1. 5ALLS 'IAX WE 7111E tStINATE _ 12. SUBTOTAL - SALLS TAX j •(95t X line I) GRAND TOTAL j •nRETAINACE ST FINANCE OEPAR NI NT ACTION: PAYMENT TO CONTRACT(! (Lines S and 11): ACCT, 1 42V000/015.596 38 65 19 ACCT. f ACCT. f S /� GCCT. f S f ACCT, a 3 f RETAINED AM UNT (line 6)1 ACCT. / 421lD00l015.596.38.65.19 S R7 f7f ACCT. I S 1 Buy. 1 ACCT, / CW Alfft 114. LAWS Of 1906 ?OUl TNlS ESTtNATE i City OF RENTON CERTIFICATION �.rA..•TA w wq.rww•wr•nrn w nw, ..,n+W NllA,ww rw.ruww.n Nam•+I Y®Mn r•wa wv 1.R+4.4 nNMy �1•eA w w,ry nri�• u �MWY V.,v Orr s MCI A!wi�W '��r1y11YwrM•�Owr h W tVY ra DATE: April 1, 1986 _ TO: FINANCE DIRECTOR FROM: PUBLIC WORKS DIRECTOR SUBJECT: PROGRESS PAYMENT CONTRACTOR: R.L. Alia Comany ESTIMATE No. 7 CONTRACT NO, 040-85 PROJECT: Honey Creek Phase II Sanitary Sewer Interceptor I. CONTRACTOR EARNINGS TIJIS ESTIMATE S 52,579.41 2. SALES TAX a 8.1% 4,258,93 3. TOTAL CONTRACT AMOUNT 1111S ESTIMATE $ 56,838.34 4, EARNINGS PREVIOUSLY PAID CONTRACTOR S 490,009.68 S. *EARNINGS DUE CONTRACTOR THIS ESTIMATE S 49,950.44 6. SUBTOTAL - CONTRACTOR PAYMENTS $ 539,960.12 _ 7, RETAINAGE ON PREVIOUS EARNINGS S 25,789.98 8. ** RETAINAGE ON EARNINGS TUTS ESTIMATE 2.628.97 9• SUBTOTAL - RETAINAGE S 28,418.95 10. SALES TAX PREVIOUSLY PAID j 41,779.77 11. SALES TAX DUE TUTS ESTIMATE 4,278.93 12. SUBTOTAL - SALES TAX S_ <F.038,70 *(95T, x Line 1) GRAND TOTAL $ 61a,417,77 `*RETPINAf,E: 5% FINANCE DEPARTMENT ACTION: PAYMENT TO CONTRACTOR (Lines 5 and 11): ACCT. p 421/000/015.596 38 65 19 j 54,209.37 f7 ACCT. A $ / ACCT, d $ ACCT. / S j— ACCT. /— RETAINED AMOUNT (Line C): ACCT. M 421/0001015.596.38.65.19 _ j` 628 97 17 ACCT. / f li ACCT. If f - ACCT. If S !-- ACCT. / f /— CHARTER t16. LAWS OF 1965 TOTAL THIS ESTIMATE S 56,838,34 CITY OF RENTON CERTIFICATION *r Va�rr�m ro YYr rem.�Rw�R n 0r 61"u nYr ,� WiI*W/ N,M MM f1/IM1�Np, 1M� f11MCU■rq�rc c•M�yp*RM.n„�p N OObgtO ,iI*fR NO M,r ry r\, r* L&. M Mp uwy) M�,rrOY N.wn 1rn rnr M wn m onm Mo lwr,*N •uvwep w •nwn*io q w tw* CITY OF RENTON • DEPARTMENT OF ENGINEERING • • MUNICIPAL BUILDING, 200 t4ILL AVE. SOUTH, RENTON. WA. 98055.235-2031 •,Y l� Horsy Croak - Mass 11 PROJECT 6anitary Sever Interceptor PROGRESS PAYMENT ESTIMATE NO,_7 Contract No. 40'65 _Contrartor R.L. Alta Company ClornO Dole-4.1.� .3Ma 1 of- Ites, Eat. PREVIOUta TOTAL TY1S ESTIMATE TOTAL TO DATE �. DeecnPlion Umt Unit Pnc• Qty. Qty Amocvtt Qty Amount Qty 1 Arnpi I MahllLzatlon LS 41.357.00 1 100I 47,357.00 1001 47.357.00 ' Clearing Antl ,r.bbmg LS 3t.]00, 1 1001 32,500.00 100% 32.500,00 3 Ti.6er Salvage LP 1,UO I.000 1432 1,432.00 1432 1,432.00 Arr.a. $1.4 LF 22,07 3.760 3760 82,983.20 3760 82,993.20 5 CAP Culverts LS e,5W0.Will 1 100% 4,500.00 100% 4,500.00 b Is" pP Qllvert LS 817910.00 1 1001 81700.00 100% 8.700.00 7 Cru.Aed Rock Sy 3.00 650 530 1,590.00 530 11590.00 a temporary Patch SY 3.00 S50 295 885.00 295 885.00 9 Asphalt Concren Paveawnt Sy IS.00 650 530 7.050.00 530 7.950.00 to Portend Comment Concrete Sy 30.00 10 It Bari Oravel 20X 3.03 ),000 1828 5.484.00 1828 51484.00 12 S:op. Rocking CY 20.00 1,500 1418.9 28,378.00 1418.9 28,378.00 U gadding (Type I1) LF 3.00 300 435 1,305.00 43F 1130S.00 14 Bedding (Type I11) LF 0.50 5,100 4918 21459.00 4918 1,459.00 IS Scout Protection Rock LF 12.60 1,800 1430 18,018.00 1430 18,018.00 16A 12" Sever Pipe LF 30.00 300 329 9,870.00 329 91870.00 164 8" S., LF 30.00 307 154 4,620.00 154 41520.00 17A Oc.rflw Structure LS 2.500.00 I 1001 2.500.00 100% 21600,0C I'% Interceptor Cut In LS 1,000.00 1 100% 11000.00 100% 11000.00 is M.X. No. 3 LB 1,150.00 1 1001 1,250.00 100% 1,250.00 19 M.B. Type 1-48" EA I,OUD.W 4 6 6.000.00 6 6.000.00 0 4istln%M.N. Depth `•T IOO,no 22 13.3 1,330.00 13.3 1,330.00 1 8" Drop Connection yt 70.00 i0 8.1 567.DO 8.1 567.00 2 I2" Curv. Sever Pipe LS 14.20 5,100 4988 70.829.60 49M 70,929.60 t3A 12" Llsanout LS 2,uOO.00 15 12 24,000.00 12 24,000,00 3B 8" Cle.nout EA 875.00 3 3 2.625,00 3 2.625.00 4 12' Cle.nout Apron a 47B.u0 11 8 3,824.00 8 3.824.00 S S.rvice To., n\ 350.00 9 10 3,900.00 10 3.500.DO 6 6" or B" Serv. Lateral& LF 50.00 350 491 24,550.00 491 24,550.D0 7 Television Monitoring LF 0.20 5.IM 49M 997.60 49M 997.60 8 Sp.Lot 0revel MN 15.00 1 000 925 13,875.05 925 13,87S.00 9 Cabinne CY 100.00 410 373 37,30C.00 373 37.300.00 0 Subdrain LF 6.00 1,000 1875 11,250.CC 1875 11,250.00 1 30" Xuria.ntai Moll Point RA Ino.00 40 4 400.00 4 400.00 12 Horizontal Well Piirt 7Atenalon LF 2.00 600 25 50.00 25 50.00 33 12" Calvert LF 40.00 300 260 10,400.00 260 10,40C.00 ]a Bridge Structure G 41000.00 2 3 12.000.00 3 12,000.00 5 Bridge Be tra Span LP 100.00 20 6A A' Main Link Pence %A 1,000.00 2 363 Chin Link Fen.. 1.3 5,DOD.00 1 37 SPrinp Wood Drain LA 400.00 6 2 800.0C 2 810.10 38 4' Wl.lav starts a 1.15 to,000 500 690.00 500 690.00 39 Finl.hint and Cleanup LF 2,Do 5:00 $471 10.942.00 5471 13,942.00 Chang Order. ei 100% 1.231.54 100% 1,23134 Change Order 02 100% 15,856,72 100% 15,856.72 Change Order 63 100% 33,533.03 1002 33,533.03 Change Oder 44 100% 8,297,62 107 8,297,62� Change Order 95 1On 10,748.76 10011 10,748.76 it .J Submul 515,799.66 52,579.41 568,379.n7 61 get." „ : 5% a (a) 25,789.98 2.628.97 28,418,95 0 Baroin%s Payable this gat lent, (a) - (b) 490.009.68 49,950.44 $39,960.12 d) Sales Teat 6.12 a a (a) 41.779.77 41258.93 46.038.70 e) Agh..: du. this votivate (U 4 (d $31,789.15 54,209.37 S85.988.82 1) CRAND TOTAL (a) 4 (d) 557.579.41 56.838.34 614,417.77 I CITY OF RENTON • DEPARTMENT OF ENGINEERING MUNICIPAL BUILDING, 200 MILL AVE. SOUTH, RENTON, WA. 9F3055e 235-2Ei31 Hunry Creek - Phase It PROJECT Sanitary Sever Interceptor PROGRESS PAYMENT ESTIMATE NO. 8 - Final Contract No.- Q41)-85 _ Contractor R.L. Alta Company Closing Date 1-31-86 .3►taat�of 1 Cst. PREVIOUS TOTAL THIS ESTIMATE TOTAL TO DATE it maims I� Description Unit Unit Price Qty Qty I Amount Qty. Amount City. Arnount I Mobtiizat inn LS 47,357.00 1 100: 41.351.00 100+ 47.357.00 ? Clearing And Grubbing LS 311500.w 1 100% 32,500.00 100% 32.500.00 i Timber Salvage LF 1.00 1,000 1432 1,432.00 1432 1 .432.00 4 Arcess Road LF 22.07 3,760 3760 82,983.20 3760 82.983.20 5 CHP Culverts LS 4.500.00 1 100% 4,500.00 100% 4,500.00 6 18" CHP Culvert LS 91,00.00 1 100% 8.700.00 100% 8,700.00 7 Crushed Rock SY 3.00 650 530 1 .590.00 530 1 .590.00 B Temporary Patch Sy 3.00 650 295 885.00 295 885.00 7 Asphalt Concrete Pavement Sy 15.00 650 530 7,-,0.00 530 7,950.01) In Borland Cement Concrete Sy 30.00 10 11 Bankroll Gravel TON 3.00 1,000 1828 5,484.00 1828 5,484.00 12 Slope Rocking Cy 20.00 11500 1418.9 28,378.00 1418.9 28,379.00 11111[ Bedding (Type 11) LF 3.00 TOO 435 1,30S.00 435 1 .305.00 Bedding (Type 111) LF 0.50 5,100 4918 2,459.00 4918 2,459.00 Scour Protection Rock LF 12.6o i,a00 1430 18,018.00 1430 18.018.00 12" Sever Pipe LF .0.0C -0 329 9,870.00 329 9,870.00 16R 8" Sever LF 30.00 307 154 4,620.00 154 4,620.00 I7A Overflow Structure is 2.500.00 1 100% 2,500.00 100% 2,500.00 17R Interceptor Olt rn I's 11000.00 1 100% 1,000.00 100% 1 ,000.00 IR M.N. No. 3 Ls 11150.00 1 100% I'M.00 100% 1,250.00 19 M.D. Type 1-48" 1 FA I,OVO.00 1. 6 6,000.00 6 6,000.GO 0 F.xtsting H.N. Depth yF 100.00 22 13.3 1,330.00 13.3 1,330.00 .I 8" Drop Connection 70.00 10 8.1 567.00 8.1 567.00 22 12" Cerv. Sever Pipe LS 14.20 5,100 4988 70,829.60 4988 70,829.60 13A 12" Cleanout FA 2,oOO.00 15 12 24,000.00 12 24,000.00 239 g" Cleanout EA 875.00 3 3 2,625.OG 3 2.625.00 4 12" Cleanout Apron FA 478.uO 11 8 1,824.00 8 3,824.00 75 Service Tees eA 350.On 9 10 3,500.00 10 3,500.00 26 6" or 8" Serv. Laterals LF 50.00 350 491 24,550.00 491 24,550.00 27 Television Monitoring LF 0.20 5,100 4988 997.60 4988 997.60 A Spawning Gravel TON 15.00 1,000 925 13,875.00 925 13,P.75.00 20 Cablann CY 100.00 450 373 37,300.00 373 37,300.00 30 Subdrain LF 6.00 1.000 1875 11,250.00 1875 11.250.00 11 30" lior izontal Will l I,- •t FA 100.00 40 4 400.00 4 400.00 32 Horizontal Well Pc'..t Fxtenalon LF 2.00 600 25 50.00 25 50.00 13 12" Culvert I.F 40.00 300 260 10,400.00 260 10.400.00 14 Bridge Structure FA 4,000.00 2 3 12,000.00 3 12,000.00 35 Bridge Extra Span LF 100.00 20 MA 4' Chain Link Pence FA 1,000.00 2 368 Chat., Link Fence LS 5,000.OD 1 37 Spring Head Drain FA 400.00 6 2 800.00 2 800.00 38 4' Willow Starts FA 1.15 10,000 S00 690.00 600 6^0.00 39 Finishing and Cleanup LF 2.00 5,400 5471 10,942.00 5471 10.942.00 Change orders 11 100% 1 .231.54 100% 1.231.54 Change Order 12 100% 15,856.72 100% 15,856.72 Change Order 13 90% 33,533.03 102 4,000 100% 37,533.03 Change Order 14 100% 8,297.62 -0- -0- 100% 8,297.62 Change Order /5 100% 10,748.76 -0- -0- 100% 10,748.76 Change Order 16 100% 30,023.70 100% 30,023.70 :q Subtotal 568.379.07 34,023.70 602.402.77 b) Retainage: 5% x (a) 28,418.95 11701.19 30,120.14 c) Earnings Payable this Estimate- (a) - (b) 539,960.12 32,322.51 572.282.64 Sales Trx: SAX A x (a) 46,038.70 2,755.92 48,794,62 A.:mat due this estimate (c) 4 (d 58519J8.82 I 35,078.43 621,077.26 f) GRAND TOTAL (a) 6 (d) 614,41-.77 36,779.62 651,197.39 0*'4vo� CITY 01= RENTON DEPARTMENT OF ENGINEERING MUNICIPAL BUILDING. 200 MILL AVE. SOUTH, RENTON, WA. 90055. 235.2631 PROJECT "'n11''r_ ., ;. r f,a*,rceptor PROGRESS PAYMENT ESTIMATE NO...1AZP4"F"� Contract No. 040-85 Contractor R.L. Al3a Uml!,U Cba.np Date 3heN oi_ Est PREVIOUS TOTAL THIS E5TIMATE TOTAL TO DATE It Description, Unit Um1 Pr.ce 1'40 QtY Qty Arrtounl Qly. Amount Qty. Amount 1 too: 41,357.011 LOOT 47,357.00 i Clearl,w A...I crubbtng Ls 3[.,III 0 1 100 32.500.00 100% 32,6OO.00 + Tlmber 5nlva/;r• !.� ].n011,000 1432 1.432.00 1432 1.432.00 Ar.es4 x.•.,n 1 22.07 3,160 3760 82,983.20 1 3760 82,983.20 tnv I 100 4,500.00 100% 4,5M.00 r. IT• ❑ I. ilvvrt I ': F, i.n,1Rw 1 100 umQ QO .00 �9.6 op lOOY 8.700.00 1 •.1 1 l R •'k ,'r I.00 65n , l 50 T 53n 1,590.00 r lemrx r lr. par,h 1'e L. 650 2 87 122.W 295 885.00 w I. nrrrt' I'- .•rx t �'t 15.00 6110 530 19 00 530 7,950.00 111 h., I.md I'M'e"t Cm.. tetc Sy „ f:0 10 11 r nbnnl r.r.l v.-I nw I no 1 .1o0 IP28 5.484.00 1828 5.484.00 I It ."I. R..rklnx cv 1r,.D0 1 .500 1418.9 28."13.00 1418. 28,378.00 r.,-,141ny, rTvp,• nl LP +.001 700 4t5 1,305.00 435 1,305.00 I , Redd Illy I rrl•, u u Lr n.su ,,0m 401A 2.459.00 4918 2,459.00 IT '•„•nr Pwt•. tllni Ra.k Lr 1z.60I I.n0n '430 18.018.00 1430 18,018.00 1/ - 12" ':ev.•r r11:,. LF 111.1n1 Jim 329 9,870.90 329 9,870.00 s.•v,•r LF 10.90 107 154 4,620.00 154 4.620.09 I1A n;,.rrl.+v St rnr turd I'S Z.'00.00 1 700 2,500.00 100X 2,500.00 179 rut In Is 1.000.00 I 10O`. 1,000.00 100", 1,000.00 Is II. I Ls I,t iu.lm 1 100. 1,250.00 1001 1,250.00 1'+ 11.14. I've 1-48" FA 1, 6 6,000.00 6 6.000.00 '0 ISIra !+,r. 'I.11. Depth vF 100.00 22 13.3 1.330.00 13.3 1,330.00 -i x^ In„p Lunn, , 11.... v1 10.00 10 8.1 567.00 8.1 567.00 i +" ❑nv. tir•ver I'lpe Ls i4.20 5.100 4988 170.829.60 4988 70,829.60 Iean...It FA 2,o0(j.01/ 15 12 24,000.00 12 24.000.00 R" rt .......t EA 875.00 3 3 2.625.00 3 2,625.00 I1.. Venn.+nt Ap"m FA 476.uO II 8 3,824.00 8 3,824.00 .:,•rvi.o 'rm•,, LA 150.00 9 10 3,500.0t) 10 3,500.00 6" ... 8" tire:. 1.1!"t'Is LI' 50.00 350 491 24.'.,50.00 491 24,550.00 ie l ev is lm, .4,•,,11,,r l nl; IS 0.20 5.100 4988 997.6C 49PA 997.60 •!t •:p.lvn tr0. (:F;".1 TUN 15.11U 1.000 925 13.875.01 92', 11.075.00 •'+ I::e 1"". 6v I Oil.00 450 373 37.300.00 373 37,300.00 In f.n6.n n 1'. Lr 6.1x1 1,000 11,7 x, 11.2`,O.RO 1875 11,250.00 U tn" I],., "I Ur 11 1'..Iul 111 1011.1)(1 /A 1 40e.00 4 400.00 It,,, R.-I I 1••.Int F.xtrns Lan LF 2.110 600 25 50.00 25 50.00 1. Il" Inl vert LF /10.0(l 300 260 10,400.00 260 10.400.00 Itr idle `arm tn+, FA 4.0W.00 2 3 12,000.00 3 12,000.011 Ill idr�.• rr.tra Spnu LF 100.00 20 .r,A lbnln Llnk 11 FT 1.0ta1.00 2 "•L aL.l In Ltr,k F.....I. I'S 5.000.00 1 Ir ti1•r iur Itead Dr.,in FA 41tl1.OU 6 2 800.00 � 2 Kin.00 L4 4' V111.w Starts FA 1.15 10,000 600 690.00 600 600.0,i 1.) Flnlshtng and cl'.znup LF 2.00 5,400 5471 10,942.00 5471 10,942.00 Change Ordern 01 100 1 ,231.54 100'1 1,231.54 Change Order 02 100- 15,856.72 100" 15,856.72 Change Order M3 10011 0 33 '�i Change Order 64 )0 _ ° ' � a Change urder N5 -- - --- / tot 7-ye-14 e,°.10. ,o, v_ G tin Llutn1 515,799.66 52,57=7� III Retalnage: 5% It (n) 25,789.98 z4ZA ,44 r •, ) F.arnings 1'ayable this Estlm.rte- (a) - 00 490.009.68 19[f}y 5•.g[ 7; -` I,U Sales Tax: 8.17. It x 0) 41,779.77 4259 9s •a e) Amount due this estimate (v) a (d 531,789.45 �1'pp�14 557 ,I) cRANU 'I UTAI. (a ,579.40 l A (d) IIA'I E: Febr,ary 19, 1986 10o FINANCE DIRECI'UR FREM: 1'UbdC N(NIRS UIRECTUk SUBJECT: PROGRESS PAYMENT CONTRACTOR: R.L. Alia Company _ ESTIMATE NU. 6 cow ma NO. 040-85 PRWLCI:_Honry Creek Phase 11 Sanitary Sewer Interceptor I. CRTfRACIOR EARNINGS '11115 E51`13,1A1E S 34,679.86 2, SALES TAX 0 8.',: e,809.07 3. TOTAL CONTRACT AMOUNT 1111S Est-IMAT6 $ 37,488.93 4. EARNINGS rREVHR1sLY PAID CUNTRACTOR $457,063.81 S. 'UARNIKS 111i CONCRACIM Tilts ESTIMATE. S 32,945.87 U• SURI01'AL - CUNIRACTUR PAYMIiN'IS $ 490,009.68 7. HIJAINAGE UN PREVIOUS L.ARNINGS S 24,055.99 8. '' Riil'AINAGfi ON EARNINGS THIS ESTIMATE 1,733.99 9. SUITTUTAL - RVAINAGE S 25,789.98 10, SALES IAX PREVIOUSLY PAID S 38,970.70 It. SALES IAX DUE 'tills ESIYMATE 2,809.07 12. SURIOTAL SALES FAX $ 41,779.77 '(95% x Line 1) GRANO IUTAL $557,579.43 "liFTAINAGF: 5" _— FINANCE_OLPARIMENT ACTION: PAYMENT TO CONTRACTOR (Lines 5 and 11): ACCT. 1 421/000/015.596.38.65.14 S J5,754.94 6 ACCT. / ACCT. 1 S_ 1 AECT. 1 3 �- ACCT. #RETAINED AMUNT (Line 8): _ ACCT. 1 421/000/015,596.38.65.19 $ 1,733.99 1 6 ACCT. 1 S ACCT. # _ S #-- ACCT. # S # ACCT. # f CHARTED 118. LAWS OF t966 TOTAL IHIS ESTIMATES 37,438.9? CITY OF RENTUN CERTIFICATION ? 1 14 umeY,r+nm m 11m19."AM '' .nwn 0r +UN.. M1, Mt YI11lNNf wN MIY IVr41{K/p M! {IMKU IN.pHO f1 M\LnitM gKgKyp Y A{b0U0 `. nRlK{ IKO MA, IV (UM Y � U{, �+'• `v tNIKY.YKI bnwt, M rn. a IM11Y.pyp flw,wMf .,,Yn.sa a w*wK.n ro tam w w cwt n�I�i UAIg; lebr'Uary 19. 1986 UINAKE UIRRCiOR FRIN: I'IIIIIAL WORK, DIREC'IUR SUBJECT: I'ItU1;RI:SS PAYMENT I:INIIIAI:IUIt: __ R.L. Alia Caapany CSTIMA'll: NO. 6 I7XIIRAi:T NU._n40-85 IIRWLCI: Nnney Creek. Phase 11 Sanitary Sewer Interceptor 1. CINIPAC'111R FANN1NrS '11115 IiSI'1NAR. $ 34,679.36 2. SALES 'IAX P 11.1- 2,E09.07 3. 'IUTAL CINIRAIA' MIWNI 1111S I.SIIMA'f8 $ 37,488.93 4. I;ARNIM;S PRIiVI(plSLY PAIII C(NTRACIUR $457.063.81 S. &LARNINGS Pill: C(NIPACn1R '11l15 I:SI'IFIAIIi E 32.945.87 6. SIIIIIMAL - CUNTRACTUR PAYIR:NIS E 490,009.68 7. Iti'.I A JIM&.. I XI 1'M V I UIIS LARN I:lGS E24,055.99 8, as IIHA1NM:R ON EARNINGS 11115 ESI'INA1F. 1,733.99 —_- !1, SUBIUTAL - RL"IAINAGI: E 25,789.98 10. SALES 'IAX I'RIiVIWiSI.Y PAID E 38,970.70 I I. SAI.II:: 'IAX 1411, '11115 IIS1111A11'. 2.809.07 12. S11111U1AL - SALES '1'AX E 41,774.77 a(95% x Line I) GRAND 'IMAI, E557,579.43 -_-_— fINANCE_1)EPAItIMENt AC(10M1; PAYMENT 10 LUNTRACIUR (Lines 5 and 11): At:CT. N 421/000/015.5%.38.65'19 ACCT. / E_ 35,754.94 N 6 S _ACT. —__N— NACCT. N E N ACCT. N _ E —N— RLIAINED ARUUNT (Line 8): ACCT. N 421/U00/015.596.38.65,19 E 1 ,733.9, N 6 ACCT. N S N ACCT. N ACCT. N E ACCT. I CIIAnTrn TIE, IAVV9 OF 1966 TUTAL THIS ESTIMATE S 37,4,18.91 C11Y OF RENTUN CERTIFICATION i r mr V'n,n M'#1p O nUO.rra,r.�rypn nwn m nr,Mlr, ,rti, Mr Y.IIWI 4N Itly r1I � 1 IITilll errn,Mpr,r. VA Mt / 41Rn bMr M,1 1 WIr:.M1`.'np 4 CiMFbp I l V .,ww,r na m, a ruru, ue n1r.r,w r amww,pp rg0.(WMM4r�M t�rgt A W�W4-4(/ ,rl�• r - c '�• CITY OF RENTON • DEPARTMENT OF ENGINEERING • /e MUNICIPAL BUILDING, 200 MILL AVE. SOUTH, HLNTON, WA 91JU55e235-2631 �R•_v,T��' n.mry rtert - 1Mner U PROJECT"loopy Swer Inf er repro- PROGRESS PAYMENT L517IMATE 14U f' CYtltraet No ne°-x5 Contractor I.L. All. Cispil Ye6. 19 1 I Cloa.r,Y Dale___y`7�6$71ae1 J_Of Iter, Cat, EVIOUS TOTAL T1115 ES71MAFL TOTAL TO DATL No Deac"plmn Unq Unit Pncc .___.... _ _�- _ IIIm1Y Qly A1rquN 131y An1tNx11 Ory Arrqunl t "h,hll lrrt mn is 47.ISI.m I IN' 47,357.011 Im 47.3S7.110 2 11enr1us And I:ra661ry Ll li.sui I Iw 32.sm.00 lam 32,SIb.06 1 TIYYI Selvnee LI i. I'm) 1432 1.A32.M 1432 1,4.2.00 Aa eex xnda LF 22.07 3.760 3760 81,%3.70 3760 62,M3.20 5 1:NN Culvert. LS 4,M10,p 1 I /,51YL 0'1 IN) 4.WO.00 6 18" mp Culvert I.S 8.7Y0.Oki I 101Y.. 8.7txLfxl 1110+ B.IOO.N 1 Crneh.N x"d Sy 1. 650 510 1.590m, N30 1.590.00 A lnen•r ury I'.1t.1' Sy l,m 65t1 291 873.00 I?.M 795 885.00 9 A.,iI Cunrrele p.00.nt SY 15.00 fm 530 7,950.01 Sm 7,950.00 10 INr1AIY c000n1 Cnm rety Sy W.co 10 II nnnkrun e.ueN DIN 1.W1 1.") IA?8 S.484.m 18?8 5.4114.110 11 fl,.pe Mort lox Ly 20.0b I.Mw 1414.9 2RAIA.1N) 1411.9 28,378.00 11 Aedd lox (Tyre 10 1.F I-m 3m 415 1.Milim 435 1,3m.00 14 8eddlnx ITrin' I111 14 0.50 S,Im 4418 2,459.00 491A 2.459.00 15 Stnnr ",It"l„N xu,i LF I'.hd 1.8m 1430 1x,01ft,00 1430 18,018.00 IfiA 12" tiwn ripe Lf lO,Iw 1q) In 9,870.00 l'9 9,R70.00 Ifin x" S',u" 1,1 VLOn )111 '54 4.620.01 IA 4,620.00 IIA (N.rtl.r Sl mrlure LS 2.W.m 1 1007 2.Sp1.M 100' 2,500.00 178 Interrlptur ott lit LS I.Om.wl I IOU l.wo'00 1(mT 1,000 00 Ix 11A. N,.. 3 Ls I,/5n.1w 1 100' 1,750.m lmt I ?f,.00 t9 M.N. Tyre 1.48" VA I,OUI.pI 4 6 6.W(1.00 6 6IN1 .00 1 Exletlrtx N.11. hrrth yr III.Of) 22 13.3 1.330.011 13.3 1,•'L00 1 x" Or.p Gtnnt•rt 1.n, Y, M.m 19 8,1 567.1h) 9.1 561.00 1 12" li.rv. Fver rlr. I.S 14.21, 5.1g1 A9NN 10,1129.60 49M 71,829.60 21A 12"Llenwn't rA 2.om,1x1 15 17 ?4.omm 17 24,00n.06 ^3e x" r.I rnn,"u FA 815.Ix1 3 3 2,625.00 i Ala.. FA 478.0 3 2,6?S.W 'r 17" rl rnnwlt 11 II 8 3,824,00 8 3,824.00 S 4rv4e Teee to IMI,m 9 10 3,S00.00 10 3.500.M 16 A" nr A" Serv. i.atrrnlx LF M),011 3M) 467 ?3,150.00 24 1.2m.00 491 24.550.00 P Airy l.lon &mllnr h•P. 1r' n.?n Slim 4948 997.60 498A 997.60 q %,:.uhs r.rnvvl To" 15.W I,mo 925 13,875.111 92S 13,11A.00 9 1'w1,io.. rY Im.m 550 373 37.30n.M 173 37,300.00 Ill 4dldrnln LF 6.00 1,m0 1250 7.500.00 675 3.750.00 1875 11,250.00 11 10' IAnlsnnrnl Yell Pn hit LA Im.1141 40 00.00 12 IlnNeontxl Yell 1'"Int FateN.lnn Li 2.m 6m 25 450.00 25 450.00 11 12" ILlvert I.F 40.M1 loo 260 10,41mm 261) 10,4110.00 14 bldxe Stnlrtnre FA 4,00rl.m 2 3 12,00n,00 3 17,INM.W 15 xridxe Nt,a Spun LI II9).1H1 211 IAA 4' ChMl, Llnt Fen.. FA I,N(xl.nrl 2 16x rylnln Llnt R•mr L% 5.0111L01. 1 11 Spr inµ NUJ 81-.d. FA 4M.m 6 2 800.00 ? 8,30.00 ill 4' Will. Stwrtn FA 1.15 to." 600 690.00 firm) 6'xi,071 19 i1nldJ'1µ Awl ot... LF 2.DO 5.4W 5471 10,942.00 5471 10.942.00 I'hanxe onler. AI L.S. 1.231.54 1001 1,231.54 Ch.o19e G'der A2 L.S. 15.8%.72 IW 1S.856.72 GIANO TOTAL /81,119.R0 34,619.86 515.799.66 .n Suhtm.l 481.119.80 34.679.86 515,799,66 N ertn lnnxr. 52 a (al 24,055.99 1,733.991 25.789.98 J ' l... pay.hle this E.tlUte- (a) - (lit 457,063.R1 32,945.87 490.009.(M ,n) Sit e. TAM: 8.11 " . b) 38,970.70 2,809.07 41.779 77 e) Awlnlnt due this entie.te (.) 1 (d 4%,034,51 35.754.94 531,789.45 r) cMNh T11TAL (I) 1 (d) 520,090.50 37.488.91 $57,579.43 '�1 I11 • DATE: ,�. FINANCE DIRECTOR tR:i•1 PUBLIC WAKS DIRECTOR fin. PROGRESS PAYMENT �-" CONTRACTOR. R L Alia Company _ ESTIMATE N0. 4 ` CONTMCT N0. 040-85 PROJECT: Noncy Creek Phase,TS- Sanitary Sewer Interceptor 1. CONTRACTOR EARNINGS THIS ESTIMATE S :s�9T5:90 "521+IS� 7_e � 9S 2. SALES TAX ! 8.11 36rbb�},i 3SS; �Sy 1. TOTAL CONTRACT AMOUNT THIS ESTIMATE $ 434;944-i6 a R.3aN. it - 4. EARNINGS PRE%joUSLY PAID CONTRACTOR $ -52�9�S.6T 49e10-)9 S. +EARNINCS DUE CONTRACTOR THIS ESTIMATE Ste— gW- -81 6 SUBTOTAL - CONTRACTOR PAYMENTS }� Z T, RETAINAGE ON PREVIOUS EARNINGS $ " z5 7 y 9. M g.++ RETAINAGE ON EARNINGS THIS ESTIMATE s P4-1055:99 9. SUBTOTAL - RETAI NAB b��_= 10. SALE.' TAy PREVIOUSLY PAID $ 2---- 01�T d'.y�g-7U T�9 11. SALES TAX WE THIS ESTIMATE '7 SUBTOTAL - SALES TAX =_— -'-'�0+7 12. = 52&:898:50 - +(951 x Line 1) GRAND TOTAL �= ++RETAINAGE 51 —' FINANCE DEPARTMENT ACTION: PAYMENT TO CONTRACTOR (Lines 5 and 11): 34 �-4.— I - $ — ACCT. I _ I s — ACCT. I $ (— ACCT. I I $ — ACCT. I s I— ACCT. I as RETAINED ANDUNT (Line 8): t95 _ I E S i: '� — ACCT. I �— ACCT. I _ f — ACCT. A $ /— ACLT. I - ACCT. I S TOTAL THIS ESTIMATE $ CHARTER Iis, TAWS OF 1W K CITY OF RENTON CERTIFICATION lU /1�1,1\p11W M W`.Wu Icl AIM 1lMIIMm MI /IMKU ft""D c.M W.P A�Wm y OrOlala MINA AO .1 M OAY Y � LI' M 1W rY Olt4� IyNlt M Ort a. skin+W 41 1� Wn1�Y O Y�M�11W�1+�tal+!�q y1 Y CITY 0"r RENTON • DEPARTMENT OF ENGINEERING • • MUNICIPAL 04JILDING, 200 MILL AVE SOUTH RENTON WA 98055-235.2631 I Honer Gte1 - vnau I1 p PROJECT 5+n+itry Serr lnbrr.atur _ PROGRESS PAYMENT ESTIMATE NO -L :ontraet No. 040-d5 (.OM raclw R. L. Alit CgRenv Croa•np Dale 551,.n j,Di•j PREVrOLIS TOTAL Tn15 ESTWATE TOTAL TO DATE Deaa 1'DIDn Vnrt Und Pr.C• W. 01Y QtY ArrrWn+ Oly Anqur+l 01r Anq.Ml I 1b611ieatior LS 47,357.DO i 106f 47.357.QD 0 0.00 1001 47,357.00 2 Clearing and 61 uboi ng LS 32.500.00 1 1Wm% 32.S00,00 0 I 0.00 TOOT 32,500.00 3 Tiater Salvage LF 1.00 1,000 •olt_ ISt.Da � U-oc- IQ2 1,472.00 4 Access Road tF 22.07 7.760 37W R,9B3.20 D 0.00 376C W 3.20 S Cap Culverts Ls 41500.00 1 100E 41500,00 0 0.00 t00S 4,500,00 6 18" Cho Culvert LS 8,700.00 1 100E 8.700.00 I 0 0.00 100E 9.IW,00 7 Crushad Rock Sv 3.00 65J 530 1,Sf0.00 0 K 0.00 1530 11490.DO 8 Tteporary Patch S1 3.00 6SO z91 0,S.ow 4 Z,a z95 t 9 Asphalt Concrete P,veeent Sv 15.00 6' ' SID 7,9W.00 I 0 0.00 I S7o 7,95p,W 10 Portland Ctaa`nt Concrete Sv YJ.00 10 0 0.00 0 0.00 0 I 0.00 11 0ankrun Gravel TON 3.00 I,000 4ze 5 -t EH QU p p.a o 1828 5.464.00 12 Slope Rocking Cy 20.00 ].SOD '�r9.e a¢„Siv.ou a O.ov 1418. 28 318.1 13 Bedding Type 11) LF 3.00 300 at, I IN u u.IN 435 1.305.00 14 Bedding iTypt 111) LF 0.S0 5,100 4918 2:459:00 0 O.00 4918 2,459.DO 35 Scour Protectinn Rock LF I 12.60 11,800 1430 18a01s.00 0 O.00 1430 18,018.00 16A 12' Se r Pipe LF 30.00 7W 329 0 810 B77pp 00 y I+ .00 3I9 9, .00 169 B" Seer LP 30.00 307 154 3:620.00 S 0.00 154 4.870.W VA Pe-Rw Structure LS 2.500.00 1 'a`fa nsao J- eo 1001 2,500.00 170 Interceptor Cut 1n LS 1.000.00 1 1005 iiI 1,000.00 U U.W 1005 1,000.00 38 K.I. Type LS IA' 4 11005 I 1,250,00 I 0 I 0.00 1003 1,15C.W 19 N.M. Type 1-46" EA LL' 00 4 8 6.000.00 0 0.00 6 61000.00 A 41tt/Ilg M.N. Depth vi 100,17 22 ��! 1,STD do O Co. 13.3 1,330.00 ?1 0' Drop Colr•ction 9F 70.00 10 6.1 w kv u 0.Do 8,1 567.00 ?2 12' Curv. S4.er pipe LF 14.20 5.100 49BB 70,829,60 0 O,W apse 70.829.60 ?3A 12' Cleanout EA 2,000.0,0 15 12 I 241000.00 0 I 0.00 12 24,030.00 ?39 8' Cle.nout EA 875,00 3 3 7.479 nn n O.M ?4 12" Cleanout Apron EA 476.00 11 0,. 3 3,924.00 .00 9 S,B� ?S Service tees EA W.W 9 I 10 I 3,3$ts.a. 0 1 _O.DO I 10 4 00.00 '6 I Tel" w 8' Serv. tateralf lF S0.20 350 yqT z;,9fo.av, xq aop.ao 49r 2464 , '7 Te IeH Sion Monl Lori nq if 0.20 5.100 ��QQ�� yV yyyy 7 0 ?8 Spa..ning Gravel TON 15.00 1,000 I fE5 I 13.875.00 I Yfe• >9 t 1925 ' 13.87i.00 ?9 Gaetons Cy 100.00 4W �,1 ;,,sm oA a 0.sa .. \n e7 700A0 )0 30"drain LF 6.00 1.000 =sD 7To L. .22s 4/b.4� Idn ". iro_. 11 M" Noriiontal Yell Point IA , �.00 40 • 400.00 0 0.00 1 4 400,00 It Mar1rontal Well Point Extension 'F 2.00 6o0 2S I $0.00 I 0 I 0.00 1 25 50.00 1] 12' Culvert lF 40.00 300 1260 10,400.00 0 r 0.00_ 260 IC f '.DD 14 Bridge Structure EA 4,ODO,00 2 rz,mnA... O 3 12.000.00 1S Bridge E.tra 5,,n 'F 100.00 20 o I 0.00 ( 0 I 0.00 I 0 0.00 %A 4' Chain link Fence EA 1,DOO.W 2 0 0.00 0 0.00 0 0.00 366 Chain Link Fence L5 5,OOu.00 1 0 0.DO 0 37 Spring Mead Drain EA 4W.Op 600 4r.a.� O 6.4,• It B o-w 38 4' Nilio. Starts EA 1.15 0,000 16 T, b 79 Finishing and Cleanup if 2.W 5,4W 1,� U U W "•7r :1.4.Iao j*tr rc3}P8 L' LMnge Order,r. 91AI L 7 , r IS,%301L fi8A90 TOTAL 481, 3.00 14.174 BL 515)t79 d' a) SubtotAl_,-,_ _ M1,119.80 3'f6T4.Ia FIS.l94.b4 o: Retainage: 51 a (a) 24.055,99 c) Earnings Pay„ a this Est. ' (a) - (6) 457,063.81 a ,345 9-4v}9Of73Y) d) Sales Tat- 8.11 . (s) 38.970,70 ;It 1.01 ,;a e) Aspunt Due this Est. (1) and (d) I -_ 196.034.SI 35. 9� $?iy�Q,III Grand ]peal ,tl and (d) 520,090.50 ..$4 Q.8,91 c 7'R4 r. II DA"IE: rebruary 19. 1996 70: CINANCE UIRECIINI FROM: PUBLIC WORKS UIRLCIOR SU83ELT: PROGRESS PAYMENT CON I'HACWill: R.L. Alia ComanY _ ESTIMATE NO. 6 CONTRACT No, 040-85 PROJECT: Honey Creek Phase 1I Sanitary Sewer Interce^tor I. CONTRACTOR EARNINGS IHIS ESTIMATE S 34,679.?6 2. SALES TAX a 8,1". 2,809.07 3, TOTAL CONIAAC1 AMOUNT 11115 ESTIMATE S 37,488.93 4. FARNINOS PREVIOUSLY PAID CONTRACIOR $457.063.81 5, +LARNIIA;S OVE CONTRACTOR THIS F&JIMIL $ 32,945.87 6• 5011"101AL - CONTRAG'IOR PAysiLt4lS $ 499,009.68 7. RIITAINAGE ON PREVIOUS LARNINGS $ 24,055.99 R. " RUTAINAGE ON EARNINGS 1111S ESTIMATE 1,733.99 9• SUBTUTAL - RLTAINAGU $ 25,789.98 10. SALES 'TAX PREVIOUSLY PAID $ 38,970.70 11. SALES 'TAX 191C 'I1115 ESIYltAII: 2,809.07 12. SUBIUTAL - SALES TAX S 41,779.77 •(95% x Line 1) GRAND TOTAL $557,579,43 '•RETAiNAr,f: 5' FINANCE DEPARTMENT ACTION: PAYMENT TO CONTRACTOR (Lines 5 and 11): ACCT. / 421/000/015.596,38.65.19 S 35,T54.94 / 6 ACCT. / _ S - — ACCT. / — 1— S 1 accr. / f— � ACCT, 1 _ $ -- RETAINED AMOUNT (Line 8): 1— ACCT. / 421/000/015.596.38.65.19 $ 1 ,133.99 / 6 ACCT. / s / — ACCT, / S ACCT. / s - ACCT. 1 CHAW" 118. LAWS OF 1966 TOTAL THIS ESTIMATE f 37,438.^? ~ CITY OF REN7• , CERTIFICATION Vj ( nw Vo(.Arlp no ,n.Ur ee+nr.twp(!!/W(1,N r! IULMY Tyl M( M.t(p.,i,U.( N!y IV✓i"Ip Mt �1 lIAKA/RlpNC f!MI MJD.lINO.NC H Otla'!(O 1 onnnau rina ml m. a .aroil No M. Y,.N Mi`�4 •YMylA A lIIMIIKAf!!A(MVI p MO f J/( it • o"� °�� CITY OF RENTON • DEPARTMENT OF ENGINEERINGa �� • MUNIGPAL BUILDING, 200 MILL AVE. SOUIN, RENTON. WA. 90055•aa5-z•9T .t.;v. �� Nnuer rre.w - Pn..• n PROJECT 6anlurl Saw" Interceptor_ PROO1RE$,5 PAYMENT ESTIMATE NO, E Coolracl No, 0411.01,1 Conlra<IOr 8.1.. All. I:napan CIOs,rp Dale Fap, i9,1986!!t•..Ilot?� 'tDesc ption _ PREVIOUS TOTAL lAL � Unit 1nceQ(r DTFryN9. ESTIMATE TOTAL TO OATS Qtv Arrant Qty knalnt i tbb3l/sat u," LS V.)3/.W I tool 41,357.W 1W1 47,157.00 2 Cleaving an0 Grubbing Lr li,SW.W 1 I I004 32,SW.W 1 Timber Salvage IX1. 1.000 1432 1,432.00 1432 32,5W,00 4 Ar,-sa. no.a LF 22.07 ),7W 3760 82,983.ZU 3760 1,432.W 5 CnP Culverts LS 4,5W. 1 1100; 4,500.00 760 82,983.20 b to, CH? Culvert LS 81700. 1 1001 IW) {15W.W 7 Crushed kuck W 8,7W,W 1W1 8,700.00 S30 1,590,00 3. 650 215 1,885.00 8 Teaporary Patch SY 3.W 650 291 873.W 12.W 295 885.W 9 Asphalt (tone reu Paveeent SY I5. 6W 530 7.9%,00 IU Purism Cavi C ..ret. SY 30.00 10 530 71950.0n 'I 4ankron Gravel Tta 3,W 1'" )828 5,494.W t2 Slope Rocking CY 20.00 11500 418A 28.378.00 182E 5,491.W 13 geddtnR (T)pe II) LF 3. 300 435 1,305,0p 1418. 28,378.00 14 Bedding (Type 111) L!' 0.50 S.uro 0918 q 435 1,30S-W IS Sroot Protecli.n Rock 2, 59.00 4918 2.459.00 LF 12.6 l.800 1430 18,078.(F) 1470 18,018.W IM1A 12" Sever Pipe LP 30.00 )W 329 9,8)0.00 16h B" Saver LF 30. 307 154 4.620.00 154 9•A70.00 17A Overflow Structure LS 21500. 1 100% 2.5W.00 15 2.620.00 IIB Imerrw, Q, 1. LS 1,0W.W 1 1001 1.000.DO 1Wa 2,SW.W 18 N.O. No. 1 La I,<SO.a) 1 1W3 1,250.OU 1W1 1.000.W 19 N.N. Type 1-48" FA i3OW.uO 4 6 6 1WT 1.250.00 0 F,.letirm M.M. Depth YF .now ,OW.W 6 6.000.00 1 a" Urop Gmnecul", 72 11.3 ).330.00 13.3 1.330.00 r! .00 10 8.1 567.DO 8.1 567.W 2 12" Cur.. S.r Pipe LS 14.20 5.IW 4988 70,829.6C Is 12" CI esnuut eA x,uW,W 1S 12 24,OW.W 4988 70.829.60 10 B" Cl ena,mt EA B15.W 3 12 24,000.00 4 12^ CIeaW.t Apton FA 478.W fl 3 2,625.00 3 2,625.00 5 Ser.Ice Tema M 3w.W b 6" ur S" Serv. 1.nterels LF 50-W lSo 10 3,500.00 10 3,500.00 '1 Televtu3nn Nonilrring LF 0.20 "'M467 23,350.00 A 1.200.00 491 24,550.00 'B 5peunt., crewel 4988 997.60 491A 997.60 9 Gehl".. TON 15.W 1.0W 925 13,875.03 925 13,815.00 10 5ubdrain GT IW.W 450 373 37,300,00 373 37.300.00 11 30" Nar 3aontai 4e11 ib LF 6.W I,uw 125J 7.500.W 625 3,750.J0 1975 11,250,00 Lrc !%, ID3.110 80 4 400.00 12 Horlsantal Well Pulnt b tenainn LF 2.00 6W ?5 W.00 4 450.W 13 12"Cubrert LF 25 0.00 14 Bridge Structure '.00 x) 26 10,4W.W �' 4,L. •W 2 2 3 3 17,OW.W 260 10,4W.W 15 Pr IdR• Fatra Synn LF I(H),W 20 3 12,OW.W IhA 4' Chain Idnk Fence M 1.000.W 16H Chain Link Fence L9 5.INK).W 1 31 Spring Head Dr.). M 4W.W 6 ? gW.W B 4' YSliw Slnrte FA 1.15 10.000 2 eW.W 19 Finiahl., and Cleanup LP 2.00 5.400 6W 690.W 6W 600.1U 5471 10,942.00 5471 10,942.W Change Or,.er• S1 Cnan9e Order, g? l.S. 1,231.54 100Y 1,231.54 L5. 15,856.72 10" 15,856.72 GRAND TOTAf. 481,119.80 3' +.8fi SI5,799.6G n) Subtotal 481,119.80 34,679.86 S15.799.66 6) Mfdmap: S2 . (a) 24,055.99 1,733.99 25,789,98 0 Earning. r...him this U',este- (.) - (b) 457,063.81 32.945.87 490,009.68 d) Sates Tax: 9AJ • x (a) 38,970.70 2.9D9,0/ 41,779.77 a) Aeount due this estimate W 4 (d 496.034.51 35.754.91 531,789.45 I) GIAM WTAL (.) 4 (d) 520,090.50 37.488.93 557,579.43 r • HAMMOND.COLLIER a WADE—LIVINGSTONE ASSOCIATES,INC CONSULTING ENGINEERS 1"11 11145—42 YEARS Or V rESSIONAL SERV W E O[qux wH+Ow r[ A0108O WAY NORIN .,. .._..._,..> •r(CL1lPe rl SEATYLE.WAWNEWII wN106 bNc` •A[.r RADI ra TELEnld4 1EMI6N-MMA uw4L D MIWYM1 r[ rnlplW[N D xlM I( l[orrM[G,p r( PO bR 2M1 30S SOUTH NK610H 6TREE1 waweumAq r( WENAT(,'N[E.WAEIRA]TO(1601101 TELEPHONE 160616621762 February 3, 1986 Mr. Robert Bergstrom, P.E. Supervising Engineer City of Renton Dept. of Public Works City Nall, 200 Mill Avenue South Reston. Washington 98055 Re: HOWL +2850 Phase 11 Honey Creek Progress Pay Request Dear Bob: En losed is a penciled copy of a progress pay request for Phase II Honey Creek work through January 31, 1986. Note that we have allowed the pigging operation in lieu of T.V. monitoring the curved sewer. The $997.60 figure is fair compensatior for work involved in mobilizing equipment and conducting the pigging operation. Because work is continuing on flood repair, I believe it would be fair to final-out R.L. Alias' contract and start the 30-day notification procedure necessary to release retainage. Emergency flood repair material, labor and equipment charges are yet to be tallied and are not Included in this estimate. Emergency repair work could be done under separate emergency contract. Sincerely, jl�eeq�- Frederick G. Kern, P.E. FGK/rtf Enclosure W13-56 nln.ro C x..n( ❑wou-cvl 1- CITY OF RENTON • DEPARTMENT OF ENGINEERING �'fr • MUNICIPAL BUILDING 200 MILL AVE. SOUTH. RENTON. WA 98055. 235.2631 Honey Creek - Phase [f PROJECT rani tary Sewer Inte(seotor ,_ PROGRESS PAYMENT ESTIMATE No - .ntract No. 040-85 Contractor R. L. Alia Company Clos,ng Date 159E tlL Sheet l o' _ Est PREVIOUS TOTALI THIS ESTIMATE TOTAL TO OATt {� Descr+pt+on Unit Unit Price Oty Qty Amount C)ly Amount Qty, Amosmt Mobilization ILL 47,357.00 1 ; f ¢, "/ Clearing and Grabbing LS 32,500.00 1 ! 2j Timber Salvage ILS LF 1.D0 1,000Access Road LF 22.07 3,760 R . 84-";,+,CMP Culverts 4,500.00 1 18" CMP Culvert ' LS 8,700.00 1 Crushed Rock Sy 3.00 650 ! 3�6G sao /..p3 ° j Temporary Patch Sy 3.00 660 ' - Jp� d"' Asphalt Concrete Pavement Sy 15.00 650 I 3G ?;f,rm Portland Cement Concrete SY 30.00 10 . Bankrun Gravel ITON 3.00 I1,000 i j lAf� $-;IN Slope Rocking CY 20.00 1,500 /q4! 2pQ2o Bedding (Type 11) LF 3.00 300 4O5 /,rapes Bedding (Type 111) LF 0.50 5,100 nc Scour Protection Rock LF 12.60 1,800 1, 12" Sewer Pipe LF 30.00 300 I g fd,P- 3" Sewer LF 30.00 307 .r�b,!n _- j Overflow Structure LS 2,500.00 1 I i J '1,506 Interceptor Cut In LS 1,000.00 1 I !!.H. No. 3 LS 1.250.00 t j I,PtP M.H. Type 1-48" EA 1.000.00 4 - Existing M.H. Depth VF 100.00 22 Drop Connection VF 70.00 10 D•/ �7- 12" Curv. Sewer Pipe LF 14.20 5,100 12" Cleanout EA 2,000.00 15 /y Z4 ACV. 8" Cleanout EA 875.00 3 12" Cleanout Apron EA 478.00 11 Service Tees EA 350.00 9 6" or B" Serv. Laterals LF 50.00 1 350 fZ,4 J. Television Monitoring LF 0.20 5,100 { ,pawning ;ravel ' TON 15.00 1,000 1 ., .-+ - .yam /Jk 1 512 I dabion; CY 100.00 450 :ubdrain ILF 6.00 1,000 j 30 Horizvntal w. I1 Pc.,t I EA 100.00 ! 40 12 Cu1vF,t � LF 40.00 303 + ('. y JA3 aw Bridge Str;,:_ture , EA 4,OOC.00 ' 2 I i Bridge Extri SPa^ ;l` 100.00 ' 20 4' Chain Link Fcn^e ' EA 1,000.00 2 I Chain Link Fence BLS 5,000.00 ( 1 - i 5prinqq Head Drain 1EA 400.00 6 A)" 4' Nillow Starts I EA j 1.15 10,000 (S+G' .etPlf' Finishing and Cleanuo ,LF I 2.00 5,400 / Syjo 7-AX C '�M.Sfj/ /G" Q¢•t I I /6 ri / /.'. �l 3'e Change Orders j/< . I ' + � i I I GRAND TOTAL. v � i I 10�r� 5471 ZG� v I � I CITY OF RENTON e DEPARTMEN I 1 ; ENGINFERING • � • MUNICIPAL BUILDING 200 MILL AVE SOUTH RENTON. WA 9805t.• 115- 2(�3' ,lon,.y Creek - Pn:,•.r• ! r ✓ : . _ f� . PROJECT ',an1'�.t!'Y.�L•1YC C_jl1 LC!'1.L'p_luC_�_ PROGRESS PAYMENT LSTIMATE NO •reap tract No. 040-85 Contractor P. L. AI Ia Coany _ Ctos,..q Datelheet l of_. •, et PREVIOUS TOTAL THIS ESTIMATE TOTAL TO DATE e' DeeCripl.on Unit Unrt price Qty. Qty Amount Qty Amount Q4y AmO,✓t Mobilization BLS 47,357.00 ' 100't. 47,?57.00 { 0 0.00 ?OOX 47,357.00 Clearingand Gr u'vbir, ! L` 32,°-00.00 1 ! 100m 32,5G0.00 0 I O.Do 1100% 32,500.00 Timber alvage -9 ''. ;.F 1.00 1,000 1 702 702.UC '730 730.00 !1432 1,432.00 Access Road If 22.07 3,760 3760 82,983.20 0 I 0.00 13760 I 82,983.20 CMP Culverts iL5 .t:OD.OG 1 ! lw 4.500.00 0 0.00 100% 4,500.00 ;8" CMP Culvert ' LS '1�'.00 1 100' 8,700.00 0 0.00 100% 8,700.00 Crushed Rock !ISy ! 3.07 650 530 1,590.OU :' 0 0.00 l {, 1,590.00 Temporary Patch Sy 3.00 650 242 726.00 I49 147.00 291 873.00 sphalt Concrete Pavement Sy ! 15-00 650 530 7.950.00 0 0.00 530 7,950.00 Portland Cement Concrete Sy ! 33.00 10 0 0.00 0 0.00 0 0.00 Bankrun Gravel TON 3.00 1,000 1430 j 4,290 DO �398 1,194.00 1828 5,484.00 Slope Rocking Cy 20.00 1,500 11132.9': 22,658:00 1308.1 6,162.00 1441 28.820.DO Bedding (Type 11) LF 3.00 300 435 , 1,305.00 , 0 0.00 435 ( 1,305.00 Bedding (Type 111) LF 0.50 � S,100 4918 2,459.00 i 0 0.00 4918 21459.00 Scour Protection Rack LF 12.60 1,800 1430 - 18,018.00 ! 0 0.00 1430 18.018.00 12" Sewer Pipe LF 30.00 300 329 I 9,870.00 0 0.00 329 9,870.00 8" Se-xer (LF 30.00 307 !!! 154 4,620.00 0 0.00 154 4,620.DO Overflow Structure LS 1 2,500.00 1 150% - 1,250 00 50- 1,250 0,1 1DO% 2,500.00 Interceptor Cut 1n LS 1 1,000.00 1 100% 1.000 DO 0 0.1- 100% i 1,000.00 1 M.B. No. 3 'LS 1,250.00 1 300 1,250.00 0 CAD i1WX ! 1,250.00 ( M.H. Type 1-48" iEA 1,000.00 4 6 6,000 00 0 0.00 6 i 6,000.00 Existing M.H. Depth 7F 100.00 I 22 ! 0 0.00 ': 13.J 1.330 00 !13.3 1.330.00 1 8" Drop Connectiun IVF 79.00 10 8.1 567.00 0 0.00 8.1 I 567.00 12" Curv. Sewer Pip_. !LF 14.20 i5.100 4988 ! 70,829.60 0 0.00 14988 70,829.60 12" Cleanout ': EA ; 2,000.00 1 15 12 24.000.00 0 0.00 112 24,000.00 ! B" Cleanout ICA 875.00 3 i 3 I 2,625.DO 0 0.07 ! 3 2,625.00 .2" Cleanout Apron EA 478.00 11 0 0.00 8 3,824.DO 8 3.824.00 Service Tees iCA 350.00 9 10 3,500.00 0 0.00 ! 3.500.00 5" or 8" Serv. Laterals Lr ! 50.00 350 1381 19,350.00 80 4,000.00 6 3,350.00 Television Monitoring iLF 0.20 5,100 0 0.DO 0 0.00 0.00 I Spawning Gravel iTON 15.00 1,000 i 925 13,875.00 0 0.00 25 13.875.00 j Gabions ;Cy 100.00 450 j 309 ! 3U,900.00 i64 6,400.00 373 { 37.300.00 Subdrain IF 6.00 1,000 1 1230 7.380.00 645 3,870.00 i1875 I 11,250.00 30" Horizontal Well Point iEA 100.00 40 i 4 am.00 0 n.00 1 4 [ 4DO.% Hu, izuntal well Point L.LeW.loxi ELF 2.W fi00 i 25 50.00 U 0.00 ii25 ( 50.00 12" Culvert . LF 1 40.00 300 1 26o 10,W DO 0 0.00 �260 I 10,400.00 i Bridge Structure EA 1 4,000.00 2 0 0.00 ! 3 12.000.00 3 I 12,000.00 Bridge Extra Span ILF i 100.00 20 ! 0 0.00 0 0.00 0 0.00 V Chain Link Fence !EA 1,000.00 2 ! 0 0.00 1 0 0.00 0 i 0.00 Chain Link Fence LS 5,000.00 1 ! 0 0.DO 0 0.00 0 0.00 Spring Head Drain EA 40O.D0 6 ! 0 ! 0.00 2 i 800.00 2 800.00 4 willow Starts EA 1.15 0,000 0 0.00 0 o.oO 0.00 ! Finishing and Cleanup LF 200 5,400 0 I 0.00 0 I 0.00 0.00 ! I�5 7� 7140),_ �i771.401 Change Order No. 1 -� � � ;RANG TOTAL � � E443,604.80 '$35.935.60 ! $479.540.40 61��L :J v f ! i ! i • DATE: October,, 1985 FINANCE DIRECTOR r PUBLIC WORKS DIRECTOR Su PROGRESS PAYMENT CONTRACTOR: R.L. Alia Company ESTIMATE NO. 5 CONTRACT NO. 040-85 PROJECT: Honey Creek Phase 11 Sanitary Sewer Interceptor 1. CONTRACTOR EARNINGS THIS ESTIMATE $ 33.915,00 2. SALES TAX @ 8.1".- 2,747.11 _- 3. TOTAL CONTRACT AMOUNT THIS ESTIMATE $ 36,662.11 4. EARNINGS PREVIOUSLY PAID CONTRACTOR $ 424,844.56 S. *EARNINGS DUE CONTRACTOR THIS ESTIMATE: $ 3272)9.25 6. SUBTOTAL - CONTRACTOR PAYMENTS $ 457,063.81 7. RETAINAGE ON PREVIOUS EARNINGS $ 22,360.24 B.** RETAINAGE ON EARNINGS THIS ESTIMATE 1,695.75 9• SUBTOTAL - RETAINAGE $ 24,055.99 10. SALES TAX PREVIOUSLY PAID $ 36,223.59 11, SALES TAX DUE THIS ESTIMATE 2,747.11 12. SUBTOTAL. - SALES TAX $ 38,970.70 *(95E x Line 1) GRAND TOTAL $ 520,090.50 **RETAINAGE: 51. FINANCE DEPARTMENT ACTION: PAYMENT TO CONTRACTOR (Lines 5 and 11): ACCT. M $ 34,9ts.36 e 5 ACCT. r $ ACCT. M $ —0 ACCT. 0 $ ACC* r $ r RETAINED AMOUNT (Line 8): ACCT. 1 $ 1,695.75 1 5 ACCT. / $ 4 ACCT, if $ �` ACCT. 0 $ ACCT. I $_ r� CHARTER 116. LAWS OF 1985 )DIAL THIS ESTIMATE $ 36,662.)) CITY OF RENTON CERTIFICATION 11,y ld +w woferra w IWO,a ~.w ft ar ,Z wuw,. nuf 114 W ft#MI.uw(*(M r�wwym M MYq M I.YI IMI O.W r� 4{r Y 410 Wr YO lb&A M dA>UigR*li wMf W M YD a�1'Oy. CITY OF RENTON • DEPARTMENT OF ENGINEERING MUNICIPAL BUILDING. 200 MILL AVE. SOUTH, RENTON, WA. 98055. 235-2631 Honey Creek - Phase 1I PROJECT sanitary Sewer Interceptor PROGRESS PAYMENT ESTIMATE NO 5_ contract No. 040-85 Contractor R. L. Alia Company Closing Date Oct_31,, 1985Sheet 1 of-1, it Est PREVIOUS TOTAL THIS ESTIMATE TOTAL TO DATE No Description Unit Unit Price Qty Qty Amount Qty Amount Qty Amount Mobilization LS 47,357.00 1 100E 47,357.00 0 0.00 100% . 47,357.00 2 Clearing and Grubbing LS 32,500.00 1 100% 32,500.00 0 0.00 100% 32,500.00 3 Timber Salvage LF i 1.00 11000 702 702.00 730 730.00 1432 1 ,432.00 4 Access Road LF 22.07 3,760 3760 82,983.20 0 I 0.00 3760 82,983.20 5 f•MP Culverts LS 4,500.00 I 100% 4,500.00 0 0.00, 100E 4,500.DO 6 18" CMP Culvert LS 8,70D.00 1 100E 1 8,700.00 0 0.00 100% 8,700.D0 7 Crushed Rock SY 3.00 650 530 I 1.590.00 0 0.00 530 1,590.00 8 Temporary Patch SY 3.00 650 242 I 726.00 49 147.1 291 873.00 9 Asphalt Concrete Pavement SY 15.00 650 530 7,950.00 0 I 0.00 530 7,950.00 IO Portland Cement Concrete SY 30.00 10 0 0.00 0 0.00 0 I 0.00 11 Bankrun Gravel TON 3.00 1,000 1430 4,290.00 398 1.194.00 1828 5,484.00 Slope Rocking CY 20.00 1,500 1132.9, 22658.00 286 5,720.00 1418. 28,378.00 Bedding (Type 11) LF 3.00 30J 435 1:305.00 0 0.00 435 1,305.00 14 Bedding (Type 111) LF 0.50 5,100 4918 2,459.00 0 0.00 4918 2,459.00 15 Scour Protection Rock LF 12.60 1,800 1430 18,018.00 0 O.00 1430 18,018.00 16A 12" Sewer Pipe LF 30.00 300 329 I 9870.00 0 0.00 329 9,870.00 16B 8" Sewer LF 30.00 307 154 4:620.00 0 0.00 1154 4,620.00 17A Overflow Structure LS 2,5DO.00 1 SOE 1,250.00 50% 1,250.00 1001 2.500.00 VB Interceptor Cut 1n LS 1,000.00 1 100% 1,000.00 0 2 00 100% 1 ,000.00 18 M.H. No. 3 LS 1,250.00 1 100% 1,250.00 I 0 0.0 100% 1,25C.0o 19 M.H. Type 1-48' EA 1,000.00 4 6 6,000.00 0 I 0.00 6 6.000.00 ?o Existing M.H. Depth VF 100.00 22 0 0.0o 13.3 1,330.00 13.3 1,330.GO ?1 8" Drop Connection VF 70.00 10 8.1 567.90 0 I 0.00 8.1 56i.00 ?2 12" Curv. Sewer Pipe LF 14.20 5,100 4988 70,829.60 0 0.00 4988 70,829.60 ?3A 12" Cleanout EA 2,000.00 15 12 24,000.00 0 0.00 12 24,000.00 238 8" Cleanout EA 875.00 3 3 2,625.00 D ( 0.00 3 I 2,625.00 ?4 12" Cleanout Apron EA 478.00 11 0 0.00 a 3,824.00 8 3,824.00 ?5 Service Tees EA 3°0.00 9 10 3,500.00 0 0.00 10 I 3,500.00 M 6" or 8" Serv. Laterals LF 50.00 350 387 19:350.00 80 4,000.00 467 23,350.00 ?7 Television Monitoring LF 0.20 5,100 0 0.00 0 I 0.00 0 0.00 ?8 Spawning Gravel TON 15.00 1,000 925 13,875.00 0 0.00 925 13,875.00 29 Gabions Cy 100.00 450 345 34,5^I .00 28 2,800.00 373 37.300.00 30 Subdrain ELF 6. t0 1,000 1230 7,380.00 20 120.00 1250 7,500.00 31 30" Horizontal Well Poin, EA 100.GJ 40 4 1 40000 0 0.00 4 400.00 33 42"'LOTte1'tu..n n-;-. r...,...-..- ..... sa V0:W , O I 0.00 25 50.00 �F 40.00 300 260 10.400.00 0 0.00 260 10,400.00 34 Bridge Structure EA 4.100.00 2 0 0:00 3 12,000.00 3 12,000.00 35 Bridge Extra Span LF 10o.00 20 O 0.00 0 0.00 0 D.QO. 36A 4' Chain Link Fence EA 1,'00.00 2 0 0.00 0 0.00 0 0.00 368 Chain Link Fence LS 5,000.00 1 37 Spring Head Drain 'EA 400.00 I 6 0 0.00 0 0.00 0 0.00 38 4' Willow Starts EA 1.15 p0,000 0 0.00 2 R00.00 Q 800.00 39 Finishing and Cleanup LF 2.00 5,400 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 Change Orders GRAND TOTAL I I$447,204.80 I $33,915.00 I 481,119.80 I (a) Subtotal 447,204.80 33.915.00 48.1.119.80 (b) Retainage: 5% x (a) I 22,360.24 1,695.75 I 24.055.99 (c) Earnings Payable this Est. (a) - (b) 424,844.56 32,219.25 457,C63.81 (d Sales Tax: 8.1% x (a) I 36,223.59 2,747.11 I 36,970.70 Amount Due this Est. (c) and (d) 461,068.15 34,966.36 496,034.51 (f) Grand Total (a) and (d) I I 483,428.39 36,662.11 I 520,090.50 I � • DATE: October*, 1985 T., FINANCE DIRECTOR —� PUBLIC W)RKS DIRECTOR Sim PROGRESS PAYMENT CONTRA-TOR: R.L. Alia Company ESTIMATE No. CONTRACT NO. 040-85 PROJECT: Honav Creek Phase 11 Sanitary Sewer Interceptor I. CONTRACTOR EARNINGS THIS ESTIMATE S 33,915.00 _ 2. SALES TAX 6 8.1% _ 2,747.11 3. TOTAL CONTRACT AMOUNT THIS ESTIW,TE j 36,662.1) 4. EARNINGS PREVIOUSLY PAID CONTRACTOR j 424,844.56 5, *EARNINGS DUE CONTRACTOR THIS ESTIMATE j 32,219.25 6, SUBTOTAL - CONTRACTOR PAYMENTS j 4S7,063.81 7. RETAINAGE ON PREVIOUS EARNINGS j 22,360.24 8. •* RETAINAGE ON EARNINGS THIS ESTIMATE 1,695.7; 9• SUBTOTAL - RETAINAGE j 24,OS5.99 10. SALES TAX PREVIOUSLY PAI^ j 36,223.59 11. SALES TAX DUE THIS ESTIMATE 2,747.11 12. SUBTOTAL - SALES TAX j 38,970.70 '(95% x Line 1) GRAND TOTAL j 520.090.50 "RETAINAGE: 5: FINANCE DEPARTMENT ACTION: PAYMENT TO CONTRACTOR (Lines 5 and I1): ACCT. f f 14,9% 36 f 5 ACCT. / f ACCT. f f f f—� ACCT. / f -- ACCT, f f — S�- f RETAINED AMOUNT (Line 8): ---- ACCT, f f i,635.75 ACCT. / f 5f ACCT, f f--- f f ACCT. i = -- ACCT. / CHARTER 116. LAWS OF 1965 TOTAL THIS ESTIMATE f 36,662,11 CITY OF RENTON CERTIFICATION , nr rrv..rw w raow.um.ua•wrn a /yY /�Mtvr4 M4�.r0 w�~ANp�,rO Y O�pltr� mtra ttw mr W ONr r. aiu Y MO w.o ONL,.P rr.rrP ti CM1 W Mrlpt AID�ttr r.,11 Ylnpyrp b n N tr11�I A/�/_ CITY OF RENTON • DEPARTMENT CF ENGINEERING a a MUNICIPAL &UILDING. 200 MILL AVE SOUTH RENTON. WA 96055e 235-2631 C ib7Y :reek - Phase 11 PROJECT San...rr s...or 1....,..,,. PROGRESS PAYMENT ESTIMATE NO 5 :ontreet No. 0c1-85 Cent•ectw A. L. Alta Cotnehv`__ Csoa,nq Class Oct. 55tian lol� t Eft RE\'IOUs TOTAL Trig No Deac nebor Vmt Un,t Pr,ea S ESTIMATE TOTAL TO DATE airy. 0xv A+.emI Qty A.nwnt Otv Amont mobilization rod LS 47,3S1.00 i 1007 6S,]5), 2 Clearing arA GfGDbt n9 LS )2,SOO.OL 1 ! 1 0 0.00 Im 47,357.00 3 TiaaDer SAlvp, LF 001 32,S00.00 0 0.00 1002 32,500.00 a Access Road 1.00 3,70D 1102 712.00 730 730.DD 1432 1,132.00 Cmp22.07 3,76d +n2o n.6R.20 0 0.00 3760 182,993.ZO 5 18" Cap Culi LS /,500.ro) INS /,50D.00 0 0.00 }opt 4:500:00 5 18" CRP Culvert LS 8,700.0L I= 8.700.00 0 0.Do 1001I 8.700.00 Crushed Rock <. i.00 656 630 1.590.00 0 0.00 $30 1.590.10 8 itteporary Patch SY 3.00 650 212 126.00 f /9 1v,Op> AspMlt Concrete ➢#resent Sy 15.00 650 291 873.100 i0 brtland Cataent Concrete Sy 30.00 10 5)D 7,930'00 0 i 0.00 S30 i,950.00 11 Sankruat invci TON I 3.00 �I,ODC 0 I 0.00 0 0.00 0 0.00 12 S14pe Rocking CV 10.00 1,5D0 1430 A,25 ,00 y]8968 ! 1.196.00 1828 5.181.00 I7 boddinq (Type 11) LF 3.03 300 114.9I 21.6W5.00 0 5.7ZO.00 1418 26.J05.Do 1/ 6addtny Type 111) LF 0.50 S,100 WE; 2,459.00 0 0.00 4918 21459.00 15 Scour Protection Rock LF 12.50 1,8D0 1430 I 181CIB.00 D 0.00 N30 18,018.00 :6A 11" 3reer Pipe LF 30.00 300 ]29 9,870.1 0 0100 17A 8' Spar LF 30.00 307 154 1, 0,00 29 4 620.00 t7A OverticM Structure 0 0,00 �51 /,62U.00 78 Interceptor Cut In l5 2,500.00 1 SOS 1 1,250.00 60S J 1,250.00 1001 2.SOD.00 a8 R.M. Ib, 3 LS 1,OW.00 1 leis 7 I1000.00 0 0.DO 100% 1,000.00 19 M.R. T LS 112A.00 1 TOII 1,250.00 0 I 0.00 10" 1.250.00 ypa :-� 6 61000.00 0 0.00 6 IO ExiS0n% N.i'. Depth j 1�100.00 22 0 ( 6.000,00 i 8. Oros Conna-tion 0,00 13.4 1,330.00 13.3 1.330,00 22 1:' Curr. $pR, P/ YF 70 00 10 e.l S67,0L 0 0.00 8.) 567.00 R LF 14.20 5,100 / ?311 12' Clanout 96'8 70,829.60 0 0.00 4988 70.829,60 130 8• Cleanout CA 2 475.0000 13 12 21,000,00 0 ! 0.00 12 24.000,00 -'1 12' Cleenout Apron EA /18.00 11 3 2,62S.00 0 0.00 3 I 2.625.00 PS Servace Tees EA 350,00 9 0 0.00 : ' 3,eN.00 8 3,024.00 ?6 6" or 6" Sol. Lateral: LF 50,D0 350 10 3;K.00 0 0.00 10 7,SD0.00 Television Ibnitorinq LF 0,20 5,100 Apot i9,350pp.00 80 11900,00 467 23.350.DO 76 Soa.minq Gravel TON 15.DO 1.000 9!5 13,11A.00 0 pp p 0 00 ?9 WeIon's Cy 100AO LSD 0.00 925 13,875.00 30 Subdraid LF 6.00 1,000 345 I A6.5moo 28 I 2.800.00 ]73 ]7,300.Do 11 30" Mrizontal well Point EA 730.00 /D 12j0 7,380.00 I 20 120.00 112SO 7.500.00 32 fbrizontal Nell P^int Extension .F 2.00 6UO <OD.00 0 0.00 1 /DJ.OD 7 12" Culvert - 10.00 300 25 5C,00 0 0.00 15 50.00 i1 :ridge Structure IA /,p07.00 2 00 10,400,00 0 0.00 260 13,400.00 35 :ridge Extra Span I.F Ioc000.00 20 0.00 3 12,000.00 3 I 12,000,00 3M p Chain Link Fenu 0 0.00 0 0.00 0 0.00 160 Chain link fence l.3 5 OOD'00 1 0 0.00 0 0.00 0 0.00 17 Sprinqq Mead Drain rA 4w DO 6 0 0.00 0.00 2 O.OI' 0 0.00 18 A' Ntllw Starts EA 1.15 0,000 BOO.IX) ! :DJ.DD ?9 Fl nishln5 and Cleanup LF Z.UO 5,160 0 I 0.00 0 0.0J 0 O.DO Change Orders D.CO 0 p,pp GRAND TOTAL 3447,204.90 $33,915.00 F461,119.80 a) Subtotal 147,201.6D 73,91S.00 I .,119.00 of Retal"go: 52 a to) 22,360.2/ 116w5.75 0 EsMings Payable this Est. A) - (b) /24.444.56 32.219,25 /5-n63.81 d) Sales Tax: 8.1% a (a) 36.223.59 2,747.11 38.970.70 e) Naount Due this Est. (0 and (d) 461.068.16 34,966,36 496.034.51 M) Grand Total (s) am (d) 483.428.39 A.662.11 SZO.090.50 CITY OF RENTON • DFPARTMENT OF ENGINEERING • � • MUNICIPAL BUILDING. 200 MILL AVE SOUTI. P--'--' QN,'i55. 235-2631 Honey'rF PROJECT Sanita Creek ySe P Sewer Interceptor 11 trotor PROGRESS PAS llZ ontract No.. 04U-85 Contractor R, L. Alia Company _ �}�(`1 / ;__._ Sheol I of t Eat PREVIOUS TO TOTAL TO OATQ No Description Unit Unit Pr,ce QIy Qly Amount v.r Qly Amount Mobilization LS 47,357.00 100t 47,351.9p .,! 0% 0.00 100% 47,357.00 Clearing and Grubbing LS 32,500.00 1 90ti< �,255�R--bbDD" W" 3,258v00<.'. 100% 32,500.00 Timber Sa1va e LF 1.00 I,000 a ° � 7' L 71 Z.u.. hoc 7<a w WSA Access Road g LF 22.07 3,760 1880 44.491.60 ''F"�0 ��-"�< 0.00 1880 a1:49+°' - CMP Culverts LS 4,500.00 1 Y"g- r0,09- £;:375:00 `Ai9X 3:3 18" CMP Culvert LS 8,700.00 1 90X 7,830.C0 tc�9 ruV--0.00 0W >'r'�/,830.00 Crushed Rock SY 3.00 650 2,r 6- I n7 0:90 : t239 ea.• 7+"0 s '-234 7i?.60' Temporary Patch SY 1.00 650 - c J Asphalt Concrete Pavement SY 15.00 650 zav 0' i ns. 0.00 t 234 v 3,6V,0D 2, 603,586.00 .0 Portland Cement Concrete SY 30.00 10 n :I Bankrun Gravel TON 3.J0 1,000 ri'�- O.00' 1430 4.290.00 2 Slope Rocking CY 20.00 1,500 - na.. , � ct c:r 3z.' I zz aset.co Bedding (Type 11) LF 3.00 300 - 0 i r,,z., 0.00 Is,154-- .: 46Q;{10 v. }5k �,,,,162,48 0 Bedding (Type III) ELF 0.50 5,100 3200 1,600.00 1718 859,00 4918 2,459.00 15 Scour Protection Rock LF 12.60 1,800 n -.00 1430 '18,018.00 1430 18,018.D0 16A 12" Sewer Pipe LF 30.00 1 300 c c , 5Z-7 ?-•c >Z`7 q,E70.01 168 8" Sewer LF 30.00 307 0 0.00 1 154 4.620.00 154 4,620.00 !7A Overflow structure LS 2,500.ru I c-- st sc z%o.ov :78 Interceptor Cut In LS 1,100.00 1 0 0.00 100% If,000.00 100% 1,000.00 i8 M.H. No. 3 LS 1,c5J.uo 1 C 1C, I. z�,. a"- ZB ,oO 19 M.H. Type 1-48" EA 1,000,00 4 a + .',000.00 Z If lal.f,000.00 6 Y "1000.00 z0 Existing M.N. Depth VF 100.00 22 11 8" Drop Connection VF 70.00 1 IC ?2 12" Curv. Sewer Pipe LF 14.20 I5,100 3200 45,440.00 1788 25,389.60 4988 10,829.60 23A 12" Cleanout EA 2,000.00 li 15 8 16,000.00 4 8,000.00 12 24,000.00 936 8" Cleanout EA 675.00 3 2 1.750.00 1 875.00 3 2,625.00 ?4 12" Cleanout Apron EA 478.00 11 75 Service Tees EA 350.00 9 0 C.00 10 3,500.00 10 31500.00 '6 6" or 8" Serv. Laterals LF 50.00 350 100 5,000.00 287 t 14,350.04 387 19.350.00 7 Television Monitoring LF 0.,0 5,100 ,y Spawning Gravel TON 15.00 1,000 0 0.00 925 13,875.O0 925 13,875.00 Gabions CY 100.00 450 .i.. D r .: 0,00- 1234 23,4CO.00 234 23,400.00 .J Subdrain LF 6.00 ' ,000 0- ;z,au A00- ,12-10e 7-;264:OO,&. 1230 or 2.260.C& ! 30" Horizontal Well Point EA 100.00 40 I 4 400.00 0 I 0.00 4 400.00 Horizontal Well Point E.tension LF I 2.00 600 25 50.00 0 , O00 75 50.U0 12" Culvert LF 10.00 1 300 0 0 J0 260 10,400:00 260 110.400.00 Bridge Structure EA 4,000.00 2 Bridge Extra Spar, - LF 100,00 20 4' Chain Link Fence EA 1,000.00 2 :n Chain Link Fence L5 5,000.00 1 I SD ring Head Drain EA 400.00 6 I I g -s 4' Nillow Starts SEA 1.15 0,000 � 9 Finishing and Cleanup ELF 2.00 5,400 Change Orders GRAND TOTAL Subtotal $197,168.60 �149,225.60 346,394.20 Retainage: 5% x (a) 9,858.43 7,461.28 17,119.71 Earnings Payable this Estimate - 187,310..- 111,764.31 329.074.4; (a) - (b) Sales Tax: 8.1% a x (a) 15,970.66 11,515.12• 27,486.38 Amount due this estimate (c) A (df 203,280.84 153,280,04 356,560.87 GRAND TOTAL (a) 6 (d) I 213,139.26 iGO,741.32 373,880.58 i CITY OF RENTON • DEPARTMENT OF ENGINEERING • i4 • MUNICIPAI BUILDING. 200 MILL AVE SOUTH. RENTON• WA. 960550 235.2631 E Nam' Honey Creek Phase II PROJECT Srni ary Sewer Interceptor PROGRESS PAYMENT ESTIMATE NO. r _ Jantract No._ 040-35 Contractor R. L. Alit Company CtosAng Date Oct* 31,-M5Sheet.1._0t--L 0 Est PREVIOUS TOTAL 7tuS ESTIMATE I TOTALTOO DOTE iNo Description Urit Unil Price Qty, Qty Amount Qty. Amount Qty. Amw,nt I Mooilization LS 47,357.00 I 1 1QO% 47,357,00 0 I 0.00 100% 47,357.00 2 Clearing and Grubbing IS 32,50C.00 I 1 100% 3i,500.00 0 0.00 100% 32,500.00 3 limber Salvage LF 1.00 1,000 702 702.00 730 730.00 1432 1,432.00 4 Access Road LF 22.07 3,760 3760 82,983.20 j 0 0.00 3760 82,9p3.?O 5 LMP Culverts LS ^ 10.00 1 100% 4.500.00 0 0.00 100% 4,5DO.00 6 18" CMP Culvert LS 8,700.DO 1 100% 8,700.00 0 0.00 100% E,7DO.00 - 7 Crtshed Rock SY 3.00 650 530 1,590.00 C 7 . 0.00 530 1,590.00 8 Temporary Patch SY 3.00 650 242 726.00 4S 147.00. 291 873.00 9 Asphalt Concrete Pavelnent SY 15.00 650 530 7,950.00 0 0.00 530 7,950.00 10 Portland Cement Concrete SY 30.00 10 0 0.00 0 0.00 0 0.00 II Bankrun Gravel TON 3.00 1,OOC 1430 4,290.00 398 1,194.00 1828 84.00 12 Slope Rocking CY 20.00 1,500 1132.9 22,G58.00 286 5,72G.00 1418. .78.00 1 Bedding (Type 11) LF 3.DO 300 435 1,305.CO 0 0.00 435 305.00 Bedding (Typr 111) LF 0.50 5,100 4919 2,459.00 0 0.00 14918 -459.00 15 Scour Protection Rock LF 12.60 1,800 14.10 18,018.00 0 0.00 1430 18,018.00 16A 12" Sewer Pipe LF 30.00 300 329 I 9870.00 0 0.00 329 9,870.00 168 8" Sewer LF 30.00 307 154 ( 4:620.00 0 O.00 154 4,620.00 I;A Overflow Structure LS 2.500.00 1 50% 1,250.00 SDX 1,250.00 100X 2,500.00 17B Interceptor Cut In LS 1,000.00 1 100% 11000.00 0 0.00 100% 1,000.00 IR M.H. No. 3 LS 1,250.00 1 1100% I 1,250.00 0 0.00 I i00% 1,250 00 19 M.H. Type 1-48" EA I 1,000.00 4 6 6,000.00. 0 I 0.00 6 6,000.00 ?0 Existing M.H. Depth IF 100.00 22 0 0.00 13.3 t.330.00 113.3 1,330.,j0 '1 8" Orop Connection vF 70.00 10 6.1 567.00 0 0.00 8.1 567.00 1 22 12" Curv. Sewer Pipe LF 14.20 S,100 4980 70,829.60 0 0.00 4988 70,829,60 23A I-^" Cleanout EA 2.000.00 15 12 24,000.00• 0 0.00 12 24,000.00 238 8" Cleanout EA 875.00 3 3 I 2,625.00 0 0.00 3 2.625.00 24 12" Cleanout Apron EA 478.00 11 0 0.00 8 3,824.00 8 3,824.00 25 Service Tees EA. 350.00 9 10 3,500:00 0 0.00 TO 3,500.00 76 6" or 8" Serv. Laterals LF 50.00 350 387 19,350.00 80 ! 4,000-.D0 467 23,360.00 ,7 Television Monitoring " 0.20 5,100 0 0.00 0 00..0000, 0 0.00 28 Spawning Gravel 10N 00.00 1,000 1925 �� I OBI �rxxt:00 925 37,300.00 1 Z9 Gabions CY 100.00 450 B@5- id 373 37,300.00 *10 Subdrain LF 6.00 1,000 1230 7,380.00 20 120.00 I1250 I 7.500.00 11 30" Horizontal Well Point EA 100.00 40 4 400.OU 0 0.00 4 400.00._ _ 32 Horizontal. Well Point Exte ..ion LF 2.00 600 .1 25 50.00 0 0.00 25 50.00 13 12" Culvert LF 40.00 300 2bO 10.400.00 0 O.DO 260 70,400.00 34 Bridge Strncture EA 4,000.00 2 0 1 0.00 3 12,000.00 3 12,000.00 IS Bridge Extra Span LF 100.30 20 0 I 0.00 0 0.00 0 0.00 16A 4' Chain Link Fence EA 1,000.00 2 0 I O.00 0 0.00 0 0.00 - 368 Chain Link Fence LS 5,000.00 1 0 0.00 0 0.00 0 0.00 31 Spring Head Drain 'EA 400.00 6 0 0.00 2 800.00 E 800.00 38 4' Willow Starts EA 1.15 0,000 0 0.00 0 0.00 0 0.00 79 Finishing and Cleanup LF 2.00 5,400 0 0.00 U O.DO 0 0.00 Change Orders ^ f GRAND TOTAL I ! Z447;604. I S3t315:08 as- (bl ltu, a•f : 5 %: ALP� .7 - 1�6Y Ac L1.1b� tia<;e"N•5_ . - Ir-$3 4t,0a x( - ?G Ti?.1 9 tZ 7� 970?v �! /Le.SvNI ,I.K "Chis';� yG//Oe8.15 •�'�'�r.a6G. H96i�su (Qdai') C �,o0. � v �w vui SZ I I II f CITY OF RFNTON • DFI'ARTNIFNT OF ENGINEERING • • MUNICIPAL BUILDING, 200 MILL AVE. SOUTH, RENTON, WA. 96055. 235-2631 Honey Creek - Phase 11 PROJECT Sanitary Sewer lnterra. 'nr PROGRESS PAYMENT CSTIMATE NO. :ontraet No. 040-85 Contractor R. L. Alia Company Closms; Date 0et`31r 1985 Sheet-L of-L PREVIOUS TOTAL THIS ESTIMATE TOTAL TO DATE 1 Description Unit Unit Price Qst ty. Q,y I Amount Qty Amount Qty Amount I Mobilization LS 47,357.00 1 100E 47,357.00 0 0.00 100E 47,357.00 Clearing and Grabbing LS 31,500.00 i 100E 32,500.00 0 0.00 100E 32,500.00 Timber Salvage LF 1.00 1.000 702 702.00 730 730.00 1432 1,432.00 1 Access Road LF 22.07 3,760 3760 82,983.2C 0 I 0.00 3760 82,583.20 CHIP Culvert, LS 4,500.0o 1 100E 4,500.00 0 0.00 100% 4,500.00 r, 18" CMP Calvert LS 8,70n.00 1 100E 8,700.00 0 O.OD 100E 8,700.00 1 Crushed Rock SY 3.00 650 530 1,59O.OG 0 0 JO 530 1,590 nO 8 Temporary Patch Sy 3.00 650 242 726.00 49 I 14'.00 291 873.00 'I Asphalt Concrete Pavement Sy 15.00 650 530 7,950.00 0 0.00 530 7.950.00 10 Portland Cement Concrete S? 30.00 10 0 0.00 0 0.00 0 0.00 11 Bankrun Gravel TO 3.00 1,000 1420 4,290.00 398 1,194.00 1828 5,484.00 1 Slope Rocking Cy 20.00 1,500 1132.9 22 658.00 286 5,720.00 3418. 28,378.00 Bedding (Type 11) LF 3.00 300 435 1:305.00 0 0.00 435 1,305.00 I Beddi, (leer 111) LF 0.50 5,100 4918 2,459.00 0 0.00 4918 7,459.00 IS Scour Prot-,0ion ROCK LF 12.60 1,800 1430 18,018.00 0 0.00 1430 18,018.00 16A 12" Sewer Pipe LF 30.00 300 329 9 870.00 0 0.00 329 9,870.00 !GB 8" Sewer LF 30.00 307 154 4:620.00 0 0.00 154 4.620.00 I/A Overflow Structure LS 2,500.00 1 50% 1,250.00 50% 1,250.00 100% 2,500.00 17B Interceptor Cut In LS 1,000.00 11 100% 1,000.00 0 0.00 100E 1.000.00 IR M.H. No. 3 LS 1,250.00 1 100E 1,250.00 0 0.00 100E 1,250.00 I,i MAI. Type 1-48" EA 1,000.00 � 1 6 6,000.00 0 0.00 6 6,000.00 " Existing M.H. Deptli vF 100.00 22 0 0.00 13.3 1.330.00 13.3 1.330.00 1 8" Drop Connection vF 70.00 10 8.) 567.00 0 O.Op 8.1 567.00 12" Curv. Sewer Pipe LF 14.20 5,100 4988 70.829.60 0 0.00 4988 70,879.60 '3A 12" Cleanout EA 2,000.00 1S 12 24,00u.00 0 0.00 12 ,000.0') 11A 8" Cleanout EA 875.00 3 3 2,625.00 0 0.00 3 2,625.00 14 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 10 3.500.00 '6 6" or 8" Serv. Laterals LF 50.00 350 38' 19,350.00 80 4,000.DO 467 23,350.00 Television Monitoring LF 0.20 51100 0 0.00 0 0.00 0 0.00 Spawning Gravel TON 15.00 1,000 925 j3,0A IQ 0 0.00 925 13,875.00 'I Gabions CY 100.00 450 309 - 3tY1900=00 64" 6,400:00 373 37,300.00 Subdrain LF 6.00 1,000 1210 7,380.00 20 120.00 1250 7,500.00 It 30" Horizontal Well Point EA 100.00 40 400.00 0 0.00 4 400.00 11 Horizontal Well Point Extension LF Z.00 600 n 25 50.00 0 I 0,00 25 50.00 +1 12" Culvert LF 40.00 300 260 10,400.UO 0 0.00 260 1n,400.00 i Bridge Structure EA 4,000. )0 2 0 0.00 3 12,000.00 3 12,000.00 Bridge Extra Span LF IC0.00 20 0 0.00 0 0.00 0 I 0.00 15A 4' Chain Link Fence EA 1,000.00 2 0 0.00 0 0.00 0 00 iv,B Chain Link Fence LS 5,000.00 1 0 1.00 0 0.00 0 1'. ` V Spring Head Drain EA 400.00 6 0 O.GO 2 800.00 2 600.00 N 4' Willow Starts EA 1.15 0,000 0 0.00 0 0.00 0 0.00 19 Finishing and Cleanup LF 2.00 5,400 0 0.0.1 0 0.00 0 0.00 Change Orders GRAND TOTAL $443.604.80 $37,515.00 1481,119.80 -21 Lf I I O*,; l CITY OF RENTON + DEPARTMENT O NG MUNICIPAL BUILDING. ?n0 I�:;,L AVE. SOUTH. RENTON, :; : ' 631 H. ,ey Creek - P!..,se 11 PR )JECT Sanitary Sever interceptor PROGRESS PAYMENT E£ Contract No. 040-85 Contractor R.L._Alia Company _ Cloo,nQ Date It, 1-a: _ Shoat oft It Est. PREVIOUS 1OTAL PHIS ESTIMATE TOTAL TO DATE Description Unit Unit Price QtyNO. . Qty. Arneson, Qty. Amount Qiy, Arnount 1 Mobilization 6S 47,357.00 1 1002 47,357.V O2 0.00 1002 47, 151.00 2 Clearing And Grubbing LS 32,5u0.00 1 1007 32,500.00 OS 0.00 I002 32,SOO.00 f Timber Sn:vage LF L u0 I,000 0 1}0O. 102 4 Access Huad LF 22.07 3.760 1880 , .9!. 880 49 3760 , 5 CMP Culverts LS 4,5uO.UO 1 752 251 1. 25.00 t00% 4,500.00 v h 18" CMP Culvert LS 8,700.00 1 902 7.830.00 102 870.00 1DO% 8,700.130 7 Crushed Rock Sy 3.00 650 239 717.00 291 873.00 530 590.00 8 Temporary Patch SY 3.00 b50 0 0.00 242 726.00 242 726.00 9 Asphalt Concrete Pavement Sy 15.00 650 239 3,585.00 291 4,365.00 530 7.950.00 10 Portend Cement Concrete SY 0.00--10 11 Bcnkrdn Gravel TON 3.()0 1,OV 1430 4,290.00 0 0.00 1430 4.290.00 Slope Rocking CY 20.00 1,50v O 0.00 1132.9 22.658.00 1-32.1 22,658.00 Bedding (Type Il) LF 3.00 300 154 462.00 281 843.03 43S 1.305.00 14 Bedding (Type 111) LF 0.50 5.100 4918 2,451..00 0 0.00 4918 2.459.DO 15 Scour Protection Rock LF 12.60 1.800 1430 18.018.00 0 0.00 1430 I8,018.00 16A 12" Sever Pipe LF 30.00 30n 0 0.00 329 870.00 329 9.870.00 168 8" Sewer LF 30.u0 361 154 4,620.00 0 0.00 154 4,C20.00 I7A Overflow, Structure LS 2,5-0.0: 1 0 0.00 507. 1,250.00 $02 1,250.00 17B Interceptor Cut In LS 1,000.00 1 1002 1,000.00 0 0.00 1002 1 .000.013 18 M.N. No. 3 Ls 1.250.00 1 0 0.00 10112 1,250.00 1002 1.250.00 19 M.N. Type 1-48" FA ! 4 3 3,000.00 1 000.00 6 000.00 -0 Existing N.H. Depth V^ 0 22 0 - 0 'Wr1 t 8" Drop Connection Vr 70.00 1 b NSi 5-,s7co C47 ao 22 12" Cu". Sever Pipe LS 14.20 So OO 2M 12" Cleanout EA 2,u00.00 15 12 24.000.00 0 12 24.0�0000 23R Cleanout EA 875.00 3 3 2,625.00 0 0.00 3 2,625.00 4 12" Cleamut Apron FA 478.UO II 25 I Service Tees to 350.00 9 10 31500.00 0 0.00 10 3,500.00 6 6" or 8" Be". Laterals LF 50.00 350 387 I9,350.00 0 0.00 4- 7 Television Monitoring LF 0.20 5,iD0 8 Spawning Gravel TON 15,00 11000 925 13,875.00 0 0.CO 925 13,875.00 9 Gabions CY 100.00 .150 214 23,41)0.00 111 11,100.00 x.1) 34.500.00 30 Subdrain LF 6.00 1,000 1210 7,260.00 20 120.00 1230 7,380.00 31 30" Horizontal Well Point EA 1110.00 40 4 4DO.00 O 0.00 4 400.00 32 Horizontal Well Point Extension LF 2.00 600 25 50.00 0 0.00 25 50.00 33 12" Culvert LF 40.00 300 260 10,400.M a 0.00 260 10,400.00 34 Erldge Structure EA 4,000.00 2 35 Bridge Extra Span LF 100.00 20 36A 4' Chain link FeTce A 1,000.00 2 36B Chain link Fance LS 5.000.00 1 37 Spring Head Drain EA 400.00 6 38 4' Wlllov Starts FA 1.15 101000 39 Finishing and Cleanup LF 2.00 5.400 Change Orders -- GRAND TOTAL I 146,394.20 100.810.60 ; 447,204.80 -- � �tF�394. yr, Y7�J,L<t 10) Subtotal i46094.2 100.810.60 447,204.80 b) RetainaRe: 52 x (a) 17,319.71 ' 5.040.53 22.360.24 c) Earnings Payable this Estimate- 329,074.49 95./70.07 424,844.56 (a) - (b) (d) Sales Tax: 8.12 e x (a) 28,057.93 8,165.66 3b,223.59 e) Amount due this estimate (c) t: (d 357,132.42 103,935.41 461,Obd.15 (f) GRAND TOTAL (a) A (d) 314.452.13 108,976.26 481,429.39 T" f CITY OF RENTON • DEPARTMENT OF ENGINEERING • • MUNICIPAL BUILDING, 200 MILL AVE. SOUTH, R ^" `a`^ QRf155. 235-2631 �•N -1� Honey Creek - Phase 11 ¢ PROJECT Sanitary SeVer Interceptor PROGRESS PAN 1� yt Lt' �contract No. 040-85 Contractor R. L. Alia Company j�l(, / 5 _ Sheet of �t Est PREVIOUS TO TOTAL TO DATe e Dscription Unit Unit Pace No. QtY Qty Amount ,w•x Qty AnwJunt Mobilization LS 47,3r7.00 1 100% 47,357.99 c 0% 0.00 100t 47,357.00 2 Clearing and Grubbing LS 32,500.00 1 -" 29z'50:�tl9 40W 3•r250. 00 100% 32,500.00 3 Timber Salvage LF 1.00 1,000 0 0.00 707. 70L00 lot 70I.w z 4 Access Road ILF 22.07 3,76u 1880 44,491.60 1 �7.+"+sh 0.00 s -41;49} ,0 5 CHIP Culverts i LS 4,500.00 I � �4 zx�-.•U.68- 35% ,t 4r3 �0 i0'}53 3-3i,5-�" 6 18" CMP Culvert LS 8,700.00 I 90% 7.830.00 1&90 8x,0�O.00 90lf 7 Crushed Rock SY 3.00 650Zr 4)- 70 ---- i-- 6MUMP. 0 s •..1.3g5AV ?t}.90-• 8 Temporary Patch SY 3.00 650 lzlc.vo evx ru«> 9 Asphalt Concrete Pavement SY 15.00 650 z" fir 3sew 0.00 4"v4rs:3rfi86e80 85.00 3,3 10 Portland Cement Concrete SY 30.00 10 0< I Bankrun Gravel TON 3.00 1,000 " ' q L'tu 0.00 µ3o-cI 4,-294.08 1430 4,290.00 �1 Slope Rocking CY 20.00 1,500 0 o.c 1!3z-9 zz tv56•u0 �i3z•4 zz6.149, �i Bedding (Type 11) LF 3.00 300 4a ,�.'.r� O,g ,1st -e;a.4fif- ,Sk 5os�62-98 Bedding (Type 111) LF 0.50 5,100 3200 wle +,689'00z. 1i8.; c -$59-W 4918 2,459.00 iS Scour Protection Rock LF 12.60 1,800 a3.,0- a =its -0.00• RN4+6rOO- 1430 18,018.00 16A 12" Sewer Pipe LF 30.00 300 0 C'e. 3L•1 q e?01r 8Z1 q. 16B 8" Sewer LF 30.00 307 �+ ,W vaz.� 9:AR' 164 j 44690-M 154 4.620.00 L7A Overflow Structure LS 2,500.00 1 0 0'o ei; -� 1.Zso. su 1,Z11- � t7B Interceptor Cut In LS 1,000.00 1 ." a -< -aAe 1004x_ H._ 1,000-60 100% 1,OOO.00 !8 M.H. No. 3 LS 1,250.00 I o o.r.. 0" 1,Tic"a� :9 M.H. Type 1-48' EA 1.000.00 4 3 •t -T,000.00 At dWhIIIIII11040 6 i' ",000.00 0 Existing M.H. Depth YF 100.00 2256- I 8" Drop Connection YF 70.00 ( 10 2 12" Curv. Sewer Pipe LF 14.20 5,100 3088 45,448:-00 }788 35;38*:60 4988 70,829.60 3A 12" Cleanout EA 2,000.00 15 a-9- tW,000.00 c•4- •%NO.00 12 24,000.00 ,3B 8" Cleanout EA 875.00 3 14 -►-� - I t i - a-efl- 0 3 I 2,625.00 4 12" Cleanout Apron :A 478.00 11 9&2•,.c.. 'S Service Tees EA 350.00 9 - -9- 0,99 40 I •350�z60 10 3,500-00 6 6" or 8" Seri. Laterals LF 50.00 350 0,61 I -5-808=90 I -?Bi 14v4j- - 387 119,350.00 'i Television Monitoring LF 0.20 5,100 r'RS' - '8 Spawning Gravel TON 15.00 1,000 _,:s L' ...,.c-.0.89 qgS }�t$jt6, "� 9253 7 ,-pO 3 Gabions CY 100.00 450 01 za �� &,S0• i 2x.7iCQ:00 2,34- ;7 5ubdrain LF 6.00 1,000 ni,0- 7'zra A00• 11334za: 7-?68.00•n,.j 1230 7.Z60.A0 .'- 30" Horizontal Well Point EA 100.00 40 I 4 400.00 0 0.00 4 400.00 i2 Horizontal Well Point Extension LF 2.03 600 25 50.00 0 0.011 25 I 50 00 :-L" Ciilverl LF ru.00 3W tt- 3G,C•14.OGr ! 260 10,400.00 14 I Bridge Structure EA 4,000.00 2 i I j5 Bridge Extra Span LF 100.00 20 :6A 4' Chain Link Fence EA 1 .000.00 2 56 Chain Link Fence LS -000.00 1 Spring Head Drain EA 400.00 6 4' Willow Starts EA 1.15 0,000 !l Finishing and Cleanup LF 2.00 5,400 i Change Orders �'lGr39H•7.o IOO,OIDp I GRAI0 TOTAL a�'.9.120 140if3fo� •Wl,.ov v0 (eb Subtotal Re taina ge: 5% z (a) 17,319.47 q, o7y , v qq 7 �1 49�� ,,ggyq Earnings Payable this Estimate - 141 764:-- I 329,9TF.i9' >t1,057.93 SI l5•`b 7G14 51 ( Sales Tax: 8.1% • x (a) is I%�• v+ WINK- qq1`'.4 je. Amount due this estimate (c) & (d r3 �� W6NL I n . . GRAND TOTAL (a) & (d) ( 1 ' , CITY OF RENTON • DEPARTMENT OF ENGINEERING • • MUNICIPAL BUILDING, 200 MILL AVE. SOUTH, RENTON, WA. 90055. 235-2631 Honey Creek - Phase 3I - PROJECT lion nary Sever Interceptor PROGRESS PAYMENT ESTIMATE NO. tract No. 040-85 Contractor R.L. Alia Company__ -,o5,ng Data W-i-"':_ Shmmt!of 2 Est. PREVIOUS TOTAL THIS ESTIMATE TOTAL TO DATE Imo. Description Unit Unit Price Qty Qty. Amount Qty. I Amount QfY. Arrotwtt I Mobilization LS 47,357.00 1 1007 47,357.010 O% 0.00 1002) 47,357.00 2 Clearing And Grubbing, LS 32,500.00 1 100% 32,500.00 0% 0.00 100% 32.500.00 3 Timber Salvage LF I.UO t,000 0 0.00 702 702.00 702 702.00 4 Access Road LF 22.07 3,760 1880 41.491.60 1880 41,491.60 3760 82,983.20 5 CMP Culverts I,5 4,50.00 1 757 3,375.00 252 1,125.00 100 4,500.00 6 18" C14P Culvert LS 8,700.00 1 90% 7,830.00 102 870.00 100 8,700.00 7 Crushed Rock SY 3.00 650 239 717.00 291 973.00 530 1.500.00 8 Temporary Patch SY 3.00 650 0 0.00 242 726.00 242 726.00 9 Asphalt Concrete Pavement SY 15.00 650 239 3,585.00 291 4.365.00 530 7,950.00 10 Porland Ceiaent Concrete SY 30.00 10 11 Bankrun Gravel TON 3.00 1,000 1430 4.290.00 0 0.00 1430 4.290.00 Slope Rocking CY 20.00 1,500 0 0.00 132.9 22,658.00 1132. 22,A58.00 Bedding (Type II) IF 3.00 300 154 462.00 281 843.00 435 1,305.00 14 Bedding (Type III) LF 0.50 5,100 4918 2.459.00 0 0.00 4918 2.459.00 15 Scour Protection Rock LF 12.60 1,800 1430 18,018.00 0 0.00 1430 18,018.00 16A 12" Sever Pipe LF 30.00 300 0 0.0.. 329 9,870.00 329 9,870.00 168 8" Sever LF 30.00 307 154 4,620.00 0 0.00 154 4,620.00 I7A Overflow Structure LS 2,500.00 1 0 0.00 502 1,250.00 502 1.250.00 17B Interceptor Cut In LS 1,000.00 1 1007 1,000.00 0 0.00 100% 1,000.00 18 N.H. No. 3 LS 1,z50.00 1 0 0.00 100% 1,250.00 100% 1,250.00 19 N.H. Type 1-48" EA I,OW.UO 4 '1 3,000.00 3 3,000.00 6 6,000.00 20 Existing H.H. Depth VF 100.00 22 0 0.00 0 0 0 0 21 8" Drop Connection VF 70.00 i0 0 0 8.1 567.00 8.1 567.00 Z 12" Curv. Sever Pipe LS 14.20 5,t00 4988 70,829.60 0 0 4988 70,829.60 23A 12" Cleanout EA 2,U00.00 15 12 24,000.00 0 12 24.000.00 3B 8" Cleanout EA 875.00 3 3 2,625.00 0 0.00 3 2,625.00 4 12" Cleanout Apron EA 478.u0 .' 5 Service Tees rA 350.00 9 t0 3,500.00 0 0.00 10 3,500.00 6 6" or 8" Be". Laterals LF 50.00 350 387 19,350.00 0 0.00 387 19.350.00 7 Television Monitoring LF 0.20 5.100 8 Spawning Gravel TON 15.00 1,000 975 13,875.00 0 0.00 925 13,875.00 9 Cabions LY 100.00 450 2'4 123,400.00 111 11,100.G0 345 34,500.00 0 Subdrsin LF , 6.00 1,000 1210 I 7,260.00 120 I20.00 1230 7,380.00 31 30" Horizontal Well Point FA 100.001 40 4 400.00 0 0.00 4 400.00 32 Horizontal Well Point Extension LF i 2.00 600 25 50.00 0 0.00 25 50.00 33 12" Culvert LF 40.00 300 260 10,400.00 0 0.00 260 10.400.00 34 Bridge Structure EA 4,000.00 2 35 Bridge Extra Span LF 100.00 20 6A 4' Chain Link Fence EA 11000.00 2 36B Chain Link Fence LS 5,000.00 1 37 Spring Head Drain EA 400.00 6 B 4' Willw Starts EA 1.15 10,000 39 Finishing and Cleanup LF 2.00 5,400 Change Orders GRAND TOTAL 346,394.20 100.810.60 1 447.204.80 Subtotal 346,394.20 100.810.60 447,204.80 b) Retalnage: 52 x (a) 17,319.71 5,040.52 22,360.24 c) Earnings Payable this Estimate- I 329,074.69 95,170.08 424.844.56 (a) - (b) d) Sales Tax: 8.1% • x (a) 128,057.9'1 8,IA5.66 36,223.59 e) Amount due this estimate W 4 (d 357,132.42 103,935,74 461,O68.15 f) GRAND TOTAL (a) 6 (d) 3/4,452.13 108.976.26 493,428. 59 ;`� °�• CITY OF RLNTON • DEPARTMENT Of. ENGINEERING • • MUNICIPAL BUILDING, 200 MILL AVE. SOUTH, RENTON, WA. 98O55. 235-2631 Honey Creek - Phase 11 PROJECT_sanitary Sever interceptor PROGRESS PAYMENT ESTIMATE NO. Contract No. 040-85 Contractor R.L. Alla Company Ciosrng Oat• 10-1-85 Shaatlof 2 It Est PREVIOUS TOTAL THIS_ESTIMATE TOTAL TO DATE No Descrrp hnn Unrt Untl Pr,ce Qty Qty Amount Qty Amount Qty 1 Arnount Mobilization LS 47,357.00 1 I WZ 41,357.O0 Clearing And Grubbing LS 32,5U0.00 1 limber Salvage LF I.U0 I,00(i Access goad LF 22.07 3,760 .,MP 1-averts LS 4,5u0.0 1 I b 18" IMP Culvert is 8,700.00 1 7 Crushed Rock SY 3.00 650 8 Temporary Patch SY 3.00 650 9 Asphalt Concrete Pavement SY 15.00 650 - 10 Porland Cement Concrete SY 30.00 10 � c tt eankrun Gravel TUN ).00 1,000 i" Slope Rocking CY 20.00 1,500 I� Bedding (Type 11) LF 3.GO 300 14 Bedding (Type 111) LF 0.50 51100 IS Scour Protection Rock I.F 12.60 1,800 16A 12" Sewer Pipe LF 30.00 300 160 8" Sewer LF 30.00 307 17A Overflow Structure I's 2,500.00 1 17R Interceptor Cut 1n I.S 1,000.00 I 18 M.H. lio. 3 Lb 11250.00 1 M.N. Type 1-48" FA I,OLK).00 4 /0 Existing M.H. Depth VF 100.GO 22 •I 8" Drop Connection VF 70.00 10 2 12" Curv. Sewer Pipe LS 14.20 5,1DO 23A 12" Cleannut EA 2,VU0.00 15 238 8" Cleanout EA 875.00 3 4 12" Cleanout Apron EA 478.U0 II 5 Service Tees FA 350.00 9 1 6 6" or 8" Se". Laterals LF 50.00 350 ! _7 Television Monitoring LF 0.20 5,100 8 Spawning Gravel TON 15.00 1,000 j 9 Gabions Cy 100.00 450 j 0 Subdrain LF 6.00 1,000 31 30" Horizontal Well Point FA 100.00 40 j 2 Horizontal Well Point Extension LF 2.00 600 7 12" Culvert LF 40.00 100 34 Bridge Structure FA 4,000.00 2 i ! 5 Bridge Extra Spau Li 100.60 20 6A 4' Chain Link Fence EA 1,000.00 2 65 Chain Link Fence is 5,000.00 1 7 Spring Head Drain FA 400.00 6 38 4' Nillw, Starts FA 1.15 10,0w 9 Finishing and Cleanup LF 2.00 5,400 Change Ordcra I I GRAND TOTAL j I Subtotal b) Retainage: 5% x (a) c) Earnings Pay. ,le this Estimate- I (a) (b) 5 I rd) gales Tax: 8.11 • x (a) I 1 e) Amount due this exile to f) GRAND TOTAL (a) 6 (d) y 1 1 } i � f 1 UAI I' October ' 1985 10: M1, FINANCE UIRLCTUR ( FROM: PUBLIC WORK; DIRECTOR SUBJECT: PROI:RLSS VAI'ML'N"I CON'I'RACIOR: 8.L, Ali,, Como, ESTIMATE NO. 4 CONIRACT NO. 040-85 PRWLCT: Ilaney Creek Phase 11 Sanitary Sewer Interceptor I. CpN1RACl OR LARNiNILS 'IIIIS ESTIMATE S 100,81P.60 2. SALLS TAX P B.it 8.165.66 _ 3. 'TOTAL CONIRACF MIOUNT IIIIS ESTIMAIL $108,976.26 4. EARNINGS PRLVIOUSIA PAID C)NI'RACTIRI S329,074.48 -1 ARNIN1:S 1411' CONtRA1:'10H '11115 J:ST IMA173 $ 95,770.07 b_ SUBIOrAL - CONTRACTOR PAY "[S $ 424,644.56 RI':'IAINAGE ON PREVIOUS EARNINGS $ 17,319.71 R. •. 10JAINAGI: ON EARNINGS THIS LSTIMAIF. 5.040.53 9. SUBTOTAL - RETAINAGC $ 22,360.24 _ 10. SALES 'rAX PREVIOUSLY PAID $ 28,057.93 11. SALLS TAX UUL 'IIIIS LS'11MATE 8.165.66 12. SUBTOTAL - SALES I'AX $ 36,223.59 _ '(95x A Line 1) GRAND TIYIAL S 483.428.38 "PETAINAGE: FINM1NCE DEPARTMENT ACTION: PAYMENT TO CONTRACTOR (Lines 5 and 11): ACCT, f 421/000/015.596.38.65.19 S 104,935.7"1 f 4 ACCT, f S ACCT. f ACCT. f $ f' ACCT. f s f RETAINED AMOUNT (Line 8): ACCT. f 4211000/01S.596.38.65.19 S 5,040.•I i 4 ACCT, f _ S ACCT, f S f ACCT, f $ — ACCT, f f CHARTER 110. LAWS OF 19B6 TOTAL THIS ESTIMATES 108,976.26 CITY OF RENTON CERTIFICATION nr~-I'Mot m nu u.rl.m'+ .nw.,n pr li}to,, m.l Mt .,(. 1 wH .rµ ',oft p " 0.K"Wmmt f.IM V NNp.Y.p 4 DHOq(0 Mntl MA I,MI 1,/ r All All, M W'M a .W" Ali a,.l ,W .vww�p ro wllwe,a,.0 ns to v1 ro po rur s4mlb (F. CIT MUNICP�FRENT L DEPART BUILDIfdFp, 200 MILL AVE MINE/9Tp 01ING None PROJECT Sanl4rybk - Phaee LI SOUTn. 'INEERINQ Conlrset N --��Se'�er Intercept r WA' a0055.o. 04u-85 236-Y633 DOntInClq R.L. A11a� `nrP1�0EaRESS Pgy18ENT ESTIMATE NO. Oese"Phon Ck.a,no Oh. 1 Unit Unq Prfco Eat. Slissl.lu3� Ibht Lee[ton �_. PREVIOUS TOTAL 2 Clearfne Ana Qly Qty A L T2* ESTIMATE J ylsl'er Sn Cru661 nR LS 'tiutnt TOTAL 0 DATE a Ie.R! LS 47,357, QIy. 5 Atcba an 32.500 i IWt A^wwt Qty. ABM c+iP colvar LF I IWS 47.J57'W i, ox I C8u hw Colaet6 LS ..SU2f1.o 3 7w 72• 0.00 0, 4] Nb 1880 0 0,W OS IWt 8 Rock LS I 41,191.60 7 702.W S •3A, 9 Teegn ary Patch 8.7W, ]32 83?5.0080 )p 32.900•W II to A.Pha�C'rant ..ant Sr 3 °') I 90Z"1 1.030.W 25S d' 125.-491 60 J7 2 82 702.00 PofL to Pav SY 6W 7,0 1. 60 C 630 239 717 IOS 00 too 983.20 12 bsk.vn Crevel nacr*t, Sy 13.W 0 00 291 970.00 1W 4.500,00 13 bad RPQIng SY 30.W 650 239 0'00 242 873.00 SJ0 BJW.W 14 bedding ( tt5N 10 3.585.,0 726.W I,SVq 15 ScMmIdCnP.(rype III) K 20.W LOW 1430 291 4.165.W 5'2 726.W IAA .."',1 3. SW 0 4.290.W 0 7 an Rock LF ]00 .950,Ip 16k 12" Saver pipe o.50 0.W ° 0 no 8' Saver LF S.IW 154 UL9 22,658, 16'1p 4,2 17A 12. 4918 461,W Ovetflw Structure LP lo.oU LBW 1430 2.4S9,p0 281 843.W 1132 12,658,W I78 latest. LF 3W 18,018,00 0 O.W 1.305,00 18 M.N. 8ept3t Cvt In LS 30,2.100. 307 ° p,00 0 4918 I9 LS 329 LOW.09 1 1054 4.620.00 R09 9.870.W 430 18.018.no M.X. TYPe 1- 1 8al0aryn8 N.Xbpap[h Lb I.250.W IWS I,OW,W SOS :•3Sp.00 I54 9.870,W 2 1t„ P Cnnne,tmn VF 1.OU0,1p 0 00 0 W 507 1,250,00 JA FI * Sw IW.00 2 7 0.0U toot 0.00 IOOS 11" ci eanou[ er pipe Vt 22 JOWL 00 1.250,W I,WO.00 .4 e" cl.ana,t LS 14.2p 10 0 0.00 3 3.000.00 IWS 1.250.W 13' Clb 2.U00.09 S.IW 498870.829.600 0 0 6 6,000.00 S Slrvlce pout Apron EA IS fl.1 S6),W 0 6 L„or Teea xa fl7s.a 12 26. 0 8.1 U R` U 1 0W,00 0 498h 567, TalevS 8erv. La[era is to 4)8•u 11 3 1,62T.W ° 10,819,W 9 $Fern tnyb+veltot In, LP 350.W 0 16 e0 Cr LF 50.W ISM 10 0.W 2 24.o00.W Oeh lone 3.9W.W 2,625.00 -° Subdraln TON 0.20 $.IW 382 19.350.00 0 0,0p JI 30" Norfeontal Ye Cy 'S.09 1.OW ° O.W 10 3,SW,0p Xor iron tai Xe ll Point LF loo.W 973 q,B7S.W l87 [3 I1 Pnlnt EA 6•W 1,0 50 00 2;4 1J,4W.W 0 19,350,00 34 12" Leieort 3krbafon LF IW.W f0 1210 111 II,IW,W 925 3 8rtd91 Structure 2.00 3'260.00 13,500.00 grid 4tra SPnn 40.00 6W 27 4W.W 700 120.00 1230 345 54.SW.W 368 _%.Chain L1nk F 4.OW,00 J02 260 10 A50.W U O.W 4 7,380.00 7 Unk Fenc ante LF 100.W ""o 0 °'00 1s 400.00 S Spring Neal Draln LEA 1,000.00 20 0.00 260 50.00 9 4' vlllw Starts S,O o.00 2 10,4W.W FIM.hing end C EA Opp,0p I Cie., p FA 6 LF 1.15 Io.ow I nhankr Order. 2.00 5.400 �RANO TOTAi. 146,394.20 �- i W,810.6C 44),2U4.ao n) Ya M1[o Gl b7 Retalna Ile: r) E%'lnR(h Parable thfa Es[laa te, 346,J94,20 IW,fl10.60 4) 17.319.72 447,2U4.80 Sales Ta.; 8 5'040.12.1f a A (at 129,U 74,4g 22, a) A,,, 4.0 thle bg Y5.170.08 360.14 f) U yb (c) k (a 037.Y3 124,844.56 ILA80 TOTAL (a) f (d) 8,163.66 357,132.41 36.223.5, IOJ,936,)4 314.l32,13 461 long,15 108,916.26 48J,428.39 f I CITY OF RENT • DEPARTMENT OANGINEERING • • MUNICIPAL BUILOING, 20r MILL AVE. SOUTH. RENTON. WA. 98055.235-2631 Money Creek - Phase it PROJECT oltary Saver Intercept"' PROGRESS PAYMENT ESTIMATE NO.-= Contract No._ OSU-85 ConlroCtOr R.L. Ali. GeNunr CIOMny Date 111-1-MS 6MN J_Of-r. tl Est PRC VIOl15 TOTAL THIS TOTAL TO OAT IBs Oeec nphon Vml LIMA Pnce 61ty Qly Amount I Cty Amourt Cty. Anwlt t tbb111zat ton LS 42,357.W 1 INS V,757.W OZ O.W 1002 47,3R.00 2 ClenrinR And Grubbtnx LS 11,5w,U 1 100% 32,500.00 �1 0.00 100% 7d,500.W 3 Tither Selvage LF Lt I'wo 0 0.00 702 702.00 702 701.00 4 Arcen goad LF 22.07 3.lW 188u 41.491.b0 SBO 41,491.w 3760 82,983.20 5 CMP Culverts LS 4,SUO. I 75t 3,375.00 251 1.125.On 100 4,SOn.W b to" M Cule.rt LS A,7el.W 1 90t 7.830.00 102 870.00 IN 8.700.00 7 Crushed Rock Sy 3.W 6eO 239 717.90 791 BV.00 530 d Teattsrary Patch S'i 3.W 650 0 0.00 242 726.00 242 726.W 9 Asphalt Concrete Penitent Sy 15. 650 239 7,M5.00 291 4,365.W 510 7,950.W 10 Portend Cement Concrete SY 30. 10 11 Bankrun Gravel tUM 3.00 I,WO 1630 4,8'AW 0 0.00 1430 4,290.0 IZ Slope Rocking L'Y MIN) 1.500 0 0.00 132.9 12.658.O0 1132. 22.658.00 11 Bedding (Type 11) LF 3. 300 154 462.00 291 $43.00 435 I,WS.W 14 Seddtng (Type 111) LF 0,50 5.100 918 2,459.00 0 0.00 4918 2,459.00 15 Scour Protection Rock LF 12.60 1.800 1430 19,0,6.00 0 0.O0 1430 16,018.W 16A 12" Sever Pipe L3 30.W 300 0 0.00 329 9,670.00 329 9,870.00 IAN A" Saatr LF 30.00 107 154 4,620.00 - 0.00 154 41620.00 I7A One-flow Structure I's 2,500.w 1 0 0.00 50Z 1,250.00 SOS 1,250.00 178 Interceptor out in LS 1.000.00. I IW2 I,OW.W 0 0.00 I00% 1.000,00 IIIN.B. Ito. 3 is L15O.q. 1 0 0.00 1002 1.250.00 IN% 1,250.W 19 H.H. TVPe I-48" FA I. M OW.W 3 3,0W.W 3 3,no.W A 6,q .q) O Ezlating M.M. Depth VF IW.0e 22 0 O.W 0 0 n 1 It" Ornp Connection Vr 10.Oe .0 n 0 8.1 S(].W 8.1 561.W 1 12" Curv. Sever Pipe LS 14.2 S,IW 4988 70,929.60 0 0 4988 7n,829,60 3A W Cltemmt FA 2,UW.M WW IS 12 2t,0 . 0 12 24.000.W 38 8" Clenmwt EA 875.00 3 2,625.00 0 0.00 3 2,615.00 4 12" Cle,nout Apron FA 47$.W 11 .5 Sernict lets N 350.de 9 10 3,5W.W 0 O.W 10 3,500.00 6 6" or A" Se:v. Laterals IF Sn,M '50 367 19.350.00 0 O.W 387 19,350.W 7 Telrnfalnn Nnnftoring LF 0.20 5.IN 8 Spanning Gravel TON 15.00 I1010 9.'S 13,875.W 0 0.00 925 13,875.W 9 Cobinne aIN. 0 W) 2.14 23,400.00 111 11,IN.N 145 34,500.00 0 Subdrnio LF 6.M I.000 1210 7,260,00 20 120.N 1230 7,190.W 31 10" Horfr"ntnl Well Point FA 100.0' 40 4 400.00 0 0.00 d 4W.00 )z MOrtsattA ll L1 Pofn. Ottensinn LF 2.W 600 25 50.00 0 0.00 25 50.00 73 12" Wlvert LF 40.00 IN 260 10,6W.W 0 0.00 260 IO,AW.C^0 34 BridRa Structu-e EA 4,000.00 2 75 B'idge Eetta Stan LF 100.00 20 M 4' Chem -ink Fence EA I,ON.W 2 365 Main Link Fence IS 5,000.00 1 1 Spring Mead Or:Jn U, 400.00 6 18 4' Yfl l(w Starts M 1.15 10,0W 39 Flnlahing nth Cleanup LF 2.00 5,400 Clunge Orders GWI) TOTAL. 346,394.2U I0,810.w 447,204.8E .r) Subtotal 146,394.20 IOU,810.60 447.244.80 ll b) RetalnaRe: SZ n (al I 17,319.72 5,040,52 21,3W.-14 c7 F.nrninFe Payable this LetSteM- 329.07..6 95,/70.08 426,614.56 (a) - (b) d) Sales Taz: 8.11 • z (a) 24.051.9 8.165.66 36.223.59 a7 Mount due this es-latte (c) A (d 157.132.41 103.935.74 461,Obb.15 t) GAARO NT.3L (a) 6 (4) 314,452.13 kM.976.26 481.428.19 OZZ r i ( UA"IL: yc caber 1, 1965 10: FINANCE UIRELj UR FIRM: PUBLIC NORXS UIRI: R SUBJECT: i'I("US PAYMENT RAC"I OR: R.L. ESTIMATE W'3. 4 C(NIRACT NO, 0m)-85 PROJECT: Uonev Creek Phan, II S:mitary Seuer Into •p[or I. C(NTRACI(N( I"NIMCS 'UIIS 1:S1 IMAI'li 2. SAIS:S TAX R A,I% _8.1A5.66 3. TUTA1, C(NIµMY AMOUNT 1111S ESTIMATE S 308,976.16 4. 4ARNINGS PHLVI(X1SI.Y PAID C(NIRACIOR S329,074.48 5. •).ARNINGS DUI; (•(NI"RACIoR TUIS IiS INAlE $ 95,770.07 6, SUBIOIAI - 'WIRALTOi PAYMR:NIS S 424.804.56 7, RF'I'AI:NMA: ON PRI'V1Ol15 EARNINGS E 17,)19,71 8. "I RL'IAINAGE ON 1:ARNIN(iS TI11R ESTIMATE 5,J40.53 9' SURMAL - ALTAINAGE E 12,360.24 IU, SALES TAX PREmusLY 1`AIU $ 28,057.93 _ 11. SALES TAX OUT. THIS LS7"lt•IATE 8,165.66 12. SUBTOTAL - SALES TAX S )6.223.59 "(95x x Line 1) MIND IUTAL S on,',28,38 "RETPJNAOE: 5• sue,^�..- fINANLE_UEPAR1M:ry7 ACTIJN: �� PAYMENT TC CUNfRACTOR (Lines 5 and 11): ALIT. P 42l(000(� 01�,g96_38 65.19 E lu:;.93i.""7 ACCT. I 4 ACCT. I ACCT. P S ACCT. / RETAINED AM1UN( (Lille 8): ACCT. S (1211000/015.596.18,65.19 E ACCT. f ACCT. 1 ACCT. I ACCT, If CHARTEn 116. LAyvS Of 1906 TOTAL THIS ESTIFATC $ i'Ob'B'7v'2" CITY GF RENTUN CERTIFICA71ON -- nN uroel,rI„e m•WUI r!"M ivR1 rywry W INM, nyl M4 W1ihM1 W,I IIIF IIIq,Rp R!111V.CY 1[,IpIyO CI 1,n y,q IIYMYfO N om'\O nini� MR•TMI n� PAY�� lJtt PR Mq UIIW OMdn01,YHwft n11 Tt Y w'na�Mp MIf w w"�MO q AYYM411 Yp carol R YO rwa RIB \R• CITY OF RENT • DEPARTMENT OANGINEERING 1• • M ICIPAL BUILDING. 200 MILL AVE SOUTH, RENTON. WA %aO55.235-2631 rR.,V,1.tl M.nea Creek - .%... It PROJECT Sans terry Sever Iaurcepar PROGRESS PAYMENT ESTIMATE NO. Conlrael No /4N-85 Canlre-Iw A.L_-Aii. dens Ckoov Ga lu_I-RS S21aN 1o91 „ Deecnptlw, Untl Un,t Pnt.• Est PREVIOUS TO)A4, THIS ESTIMATE 'TOTAL TO DATE No 1.1y T A.-, Qty Arnsiemot Qiy Arrow, 1 •tIDill.at ton LS U,351. 1 tor. 47,157.10 0I (1,W (WI 47,357.011 las Arm Crnb W bio, V 31,S . 1 1002 32,500.00 0I O,N) 1002 32,SOO.W 3 Tlsber Se1v.Ar Li I. I.WO 0 0.09 702 702.W 702 702.W A Access Road LF 22.0 3.7W ism41,491.60 880 41,491.50 37M 02.963.20 5 W Lu(ve,t. LS •,SIRS• I 752 3,375.00 25T I,125.W 1W 4.500.M 6 10" Q1P Culvert LS 6,7W. 1 "1 7.830.W 102 876.W too 0.700.W hed Ru ck 51 1. 6S(1 239 717.W 291 87).W 510 1,59F.W 8 Temey Tary 0.00W Patch ST 3. 650 0 0. 242 726. 242 726.W 9 Asphalt Concrete Pae.ee.t ST I 15. 550 239 3.545.00 291 4.%S.M 5W 1.950.M 10 ?.,land (sen Cm t . ,rece SY 30. !0 II Benkrun CravN 1TIR 1. 1,000 IWO 4.190,W 0 O.W 1410 4,290.00 12 ct". Bock ln4 tS 20. I,SM 0 0.013 13L9 22,h58.W 1112. 22,656.W Il B dt,R (Ty'. 11) LP I ]. 300 ISA 462.00 261 843.DO 435 1,305.0D 14 Beddtn8 (Type It 7 Lt 0. 5,(IX. 4918 2,459,00 N O.W 4916 2,439.W IS Srour Protertton Bock LF 12. 1.6W IUD 18,GI8.IXi 0 0.W lU0 Ib,016.W 16A 12" Sever Pipe 1, 30.W 3W 0 0,Or.. 129 9,870,W 119 9,110,W IAB 11" Swrer LF 3N.W 307 IA 4,62..00 0 O.W 154 4,610.W VA werfiw Stm,tvrr LS LSW.W 1 0 0.00 5d2 1.250.M %I 1,2SILW IA Lntotceptrr wt In IS I,OM.W I IWI I,000.W U O.W IWI I,OW.W 16 N.N. Ion. 3 !6 I,150, 1 0 I O.W IWI 1,250.W 7001 I,2TO.W 19 N.N. TIP. 1,11" FA I.000.Ip 4 3 3,OOO.W 3 3.O .W 6 6,OW.W Fxistlydt M.M. Depth 9F IW.OW 22 a O.W 0 0 0 0 1 6" Drcp C.nnrctton VI 70.00 t0 0 0 8.1 567.W 8.1 567.04) t R" Cut, Saver Pipe I LS 14.20 5,1W 4"11 70.824.60 0 0 4998 70,929.60 3A 12" Llesrwut G 2.000. SS 12 2,000.4)(1 0 17 24.OWN. W Is 6" Cl.....t G 875. 3 3 2.627.W 0 0.00 3 2,625.00 4 12" Cle.m., AP... tA 478,0 11 5 Srrvw* Tee. LA 354.00 9 10 3,5W.W 0 11.00 l0 3,5W.00 b 6" er 8" Sera, 1•tenb LF W.W 3% 367 19.3w.W 0 0.00 387 19J50.00 7 Tet ev lafon 7 .Itorina LF 0.20 S,IW 6 SpavnlnR Gravel TON 15.W 1.000 W5 13.675.M 0 0.00 925 13.875.W V faM.nx f.Y IW.W 450 2'4 23.400.Oc lit II.100.W 145 36.SW,W 3U S Wrain LF r.w I,0O0 1210 7,2W.01 20 120.00 1,230 7.380.00 1' 30" Norlr,nntnl krlI Pant FA IW.w 4N 4 4M.W I 0 O,W 4 400.W f2 Norleontal Well Point Pntearrion LF 2.00 bill 25 Woo 0 0.00 25 50.W 13 12" Lu lverx LF 40.W 300 260 10,400.01) I 0 0,04) 160 I 10,400,W 34 Ar1dRe Structure a 410W.00 2 5 Il"dR. Firre 'Pan LF 1 IW.W 20 6A 4' (haln LSek Fence FA I OW.W 2 169 Chain link Fence LS OW.W 1 37 Sp,iu, Ne.d Drain FA 4W.W 6 ' kill. etarts G I.IS L0.000 1. FWalattq and Cie.., V 2.00 5.400 Change ONer. GRAND WTAI 346,394.20 I00.810.60 447,204.80 i q Subtotal I 346,394.20 iW.810.60 447,204 , b) RetatmRe: 51 . (a) I 17,319.72 5.040.52 21,360.24 e) 6v"im" Payable this Eatimato- 329,074.48 95,170.08 424.644.56 a) - (b) 1 d) Sale. Ter.: 5.!I • a (a) 25.057.93 8.165.66 3b.223.59 e) A ftt due this eataate (c) 5 :d 357,132.41 103,93>,74 461,M8.15 ) CWV Ma (a) b (d) 370,42.13 108,976.26 483.428.39 i � I 1 + 1 October S, 1985 10: FINANCE UIRECTUR FROM: PUBLIC IIORRS DIRECTOR SUBJELI: PROGRESS PAYPEW C�Wl'RALIOR:_ R,L, ALj&S'yApany ESTI►NTL NO. 4 CONIRACT All. 040-85 PROJECT: Huney Creek Phase It Sanitarz 5 cr 11A I¢entor �• 1. C(NIRM7lIH EARNINtS IIUS LSFIMATE 5100,810.6G -�- 2. SAW.; TAX R H.l", 8.165.66 3. 'l`IITL CtNIRACT A11UUN'T THIS RSl'IMATE $108.476.26 4. BARN!NCS PREVIOUSI,Y 11AID cWI1+ACTOR S 329,074.48 5. at'AR^IN,S lilt. CINTRACIV1 '1I11S ESTIMATE j 91,110.07 _- 5;0111 '.AL . CUN'11"kTOR PAYMENTS $ 424 844,56 7. kHAlfti: ON PkEVIUUS EARNINGS j 17.319.71 R. ♦. RLIAINAIIE UN FARNIKS TIIIS ESTIMATE 5.040.53 ^_ 9. SJBTOIAL - RETAINAGL $ 27.360.24 _ 10. SAU.S TAX Pl(l:VlOUSL1' PAID S 28,051.93 11, SAUiS W 'tUL 'I111S LS'I'1MAIL B,165.66 12. SURI'UTAL - SALES TAX S 36.223.59 *M7 x Line 1) GRAND IOIAL $ 493 428.38 ••RETAINAGF: 51 FINANCi_DEPARTMENT ACT10h: PAYMENT TO CONTRACTOR (Lines 5 and 11): ACCT, N 42110007015 596.3E 65 1y $ f ACCT. N -- A ACC r N ACCT. f �— ACCT. f /— R.TAINEU AMOUNT (Line 8); — "-- ACCT. f 4211000/015,596.38.65 19 S 5,040.53 _� nccr. r � j - 4� ACCT. N (— ACCT. ACCT. f -- f CHanTEn Ile, LAWS OF 1905 TOTAL THIS EST31s1TE f_ 108,976.26 CITY OF RENTUN CERTIFICATION � D.{o1a.:K+uo ro r.9•ur n+m. �mre nu.n or N/1 M„ f,yl rvl yAllhMS WH Mp lywlq,lf{f Dy i1MKtf 11(MgI1t0 ff ryf VNa yMp,yfp Y DIDJYfIO Irfwfwl ae DMr 1»Cyr,b a a1Sr iV NrD UMaD ND yarVM aD{I.{I rM 11n d IB,RY1 4D 11Ni 1 Ni au^KIRLLD q Wnpt4rl•IY fYRr A SaY dIY urwR �$1� F' l CITY OF RGNT00 • DEPARTtz:-NT OF40NGINEERING • e' MUNICIPAL BUILDING, 200 MILL AVE SOUTt , HENTON, WA 90055e?35-2631 i Ninny .:eek - Phur 11 PRO,tECT Sanitary Sore-"""'Or PROGRESS PAYMENT ESTIMATE NO COnlrtict -�04o-BS Cunt y�ta R.L. Al la Catlnam Qp,np Dot* lu-1-9- SMt*lj�0f 2 kwo, T-- Fe1 PREVIOUS TOTAL THIS EST"4ATE TOTAL TO DATE W9. Oeac npt'an UnO Unit Pace Vty QIY Atnpni Cry. Anpynt Qty AntgM,1 I No67l lt.win LS 47,357. 1 1001 47,357.00 01 0.00 IW2 47,357.W 2 C4esrttMt And G1ub61np LS 1'2,Su0. 1 t00% 32,500.00 01 0.00 11oo2 ]2.500.00 , Tianer Saleeae Le I. t,oW 0 O.W1 702 M2.00 )02 702.00 4 Accua now LF 22.01 1,760 law 41,49t.60 96n 4I.491.60 3760 62.963.20 ) 5 W W"rta LS a,SUO. 1 752 3.373.00 251 1.123.00 too 41500.00 6 IB" t]R cut." LS 8,70.W 1 90% 7,830,00 102 870.00 100 8.7W.Do7 crun6ed tack 5T 3. 650 239 117.00 291 873.00 530 1,590.00 8 Teapprary Patch SY LN 650 0 0.00 !42 726.00 242 '126.00 9 Ag0.91t 4 rete Pavarvt SY 0 650 239 31585.00 291 4,J65.W Sl0 I,950,W to Pcr1 Po6 Cw st Cunerete SY 30. 10 it 6eMrun Gr*>el Tits 3-W 1,000 1430 4,290.00 0 0.00 1410 4.290.00 12 Slope IbeklnR a 20.OA I.SW 0 DAD 1)2.9 22.658.00 I132. 22,658.Do 13 Wdl,dl (Type 11) LF 3.00 3W 154 462,00 291 941.00 435 1.Ms.M 14 9eddlty (Type 111) LF 0.50 5.100 4918 2,459.00 0 0.00 4918 2,454..e i5 Scoot Protection Ito& LF 12. 1,800 1430 18.018.00 U 0.00 �1430 18.018,00 16A 12" 5rver Plpe LF 30.00 300 0 0.00 U9 91870.00 329 91870.00 ,68 8" Sever LF 30.00 307 154 4.6M.043 0 0.00 l5'. 4'bmoc I7A Doerriw Sttucture LS 2,500.00 1 0 0.00 501 1.2 so.Do so% 1,250.00 1711 Interceptor cut In LS I I.ODD.W 1 too- 1.01A,W 0 6.00 IDa2 I.Wo.00 l8 N,N. Mn, 3 19 1.150.00 1 0 0.00 A2 1.250.00 IWt 1.250.00 19 type I-48" FA 110u0.1w 4 3 3.000.00 3 3,oW.W h 6.000.00 t0 U I9t1nq M.N. Depth 5'F IW.W 22 0 0AI) n 0 b 0 1 Be Drnr Connection Vt I 70,W 10 D 0 B.1 50.00 8.1 50.00 It" tutu. Sever pipe 1.% 14.20 5.100 4998 70.829.6n 0 0 49811 79,829.60 '3A 12" tleanaut CA Z.VIA'm IS 12 241000,00 0 12 24,000,00 36 8" Cleanest FA 9751W 3 3 21625.00 0 0.00 3 2,625.00 4 IV' Clea,rout Apron a 47CW) 11 5 s,trltr Tee, U 3so.W 9 10 3.50D,00 0 0.00 10 3,500.00 b 6" pr 8" Sew. '_eterAle LF 50.M 150 187 )9,350.W 0 0.00 387 19,350,00 7 Tel wlelon Mnnfter/nd LF 0.20 51100 8 Spavnla, Gtavel TOM 15.00 1.0110 915 13.875,W 0 0.00 925 13,875.00 9 GOI... CT I00.00 450 2'6 21.400.00 111 11,I Do.on i45 341500.00 0 Subdrain LF 6.00 1.000 I1210 7,26n.00 20 120.00 1230 7.390.00 11 30" Nnrl,ono.1 Well Pafnt I U tor-00 40 4 am.DO 0 D.00 4 AM.00 12 MorlenpW Well Pnlnt Utanelov LF 2,00 600 25 50.00 0 U.W 25 so On 3 12" Culvett LF 4O.00 300 260 10.400.00 0 0.00 260 10,4W.00 il 6ridee Sttuctnrr. G 4.)M.00 2 35 RridRe F tra Span LF tW.W 73 16A 4' Chain I.tak Fence U 1.000.00 2 All M,)n Link Fence 35 51000.00 1 1 Spr1nR Head Drain G 400.00 6 36 4' Willa Stara, FA 1.15 10.000 9 F'lnlahl" and cleanup LP 2.00I 5.400 flume ),de,, I I` (;RANO WTAI, I {t ]46,194.20 1W,810,F0 447.204.80 I 1 >1 Subtotal I 346.394.20 iW.810.60 447.2114.60 b) RetalOage: 51 x (a) I 17,319,72 5,04 .52 22,360.14 t) Parnf n9e Parable this 1*t3wtte- 1 I .14 95.170.08 424,,.4.50 (a) - 5Y1 I{ ' d) 6eiea T,c: 9.1% a x (a) 20.057.93 6.165.66 )61223.A a) A Nuet due this eatlaate (0 4 (d 357.132.41 03.93).74 461.01,8 15 1) 6M10 TOTAL (s) 4 (d) 3741452.0 109,476.2u 481,436.19 f1 f � l0 unre "10; FINANCE UI RGCI'OR �-- FROM: PUBLIC NbRKS Dt Rf.CTUR SUBJECT: PROGRESS PAYMENT CON RAUI OR: it.i -Aid I'Muny ESTIMATE N0. =_ 4UN1RAf,'1' NU. 040-85 PNWECT: 'Nonev Creel: Pb...haste` Snniiary Sewer Ii ee 1. C(1N;RA(.IOR I:ARNIN(;S 'lll'S ES'HMATE j 100,810.60_ 2. -SALES 1'A% P 13.17, 3. 1'U7'Al, CONIRAt.r AMl1UNT "'IS IiSI"IMATE 6 3 i 08•y�76,_26 4. EARNINGS "DEVIOUSLY UN'IRAC'I'Ult $329.074.4A S• *EARNINGS U111i Cl1N'fRAC'l lut i1I15 ESTIMATE j 95,770 b7___ 6, SUB10'11,L - CUN'I'RACTOR PAYIRiN'IS 7. RHAINAI;E ON PRIiVIUUS EARNINGS j 424,844,56 8, •• Rlil'Ai NAGI'. ON EARNINGS I111S ESTIMATE t 17,119,71 9. 5,040.53 SUBTOIAL - ItGIA1NAGE 10. SALLS TAX pREVI WSLY PAID $ 22,360 24 $ 11. SALES TA% DUE '1111S LSYINA"I'E --057� 9_--- 12. 8.1656_ • , SUB" A%IUTAL - SALLS 'I' (9r� , x Line 1) j 36,223.59 a•REIAINAGF: r�, GRAND TOTAL j 483.428.38 FINANCE DEPARTMENT ACTION: — PAYMENT TO CONTRACTOR ('_fines 5 and 11); ACCT, N 421/030/OI ACCT. N 5.596.38.65.19 b o s. `; ACCT. N �— E _N `` ACCT. N --____'_"---N-- ACCT. N - $ RETAINED AMOUNT j-- ---N— (line 8); ACCT. N 421/000/015.556.38.65.19 ACCT. N —__ T 5,040.53 ACCT. N j N 4 ACCT. N —N ACCT, M — j_`_ _ --N— CHARTER 116, LAWS _ S— CITY M OF 1986 TOTAL IRIS ESTIMATE --OF R[NTON CEflTIEiCATION �— 10�2n ln,Ml/VFa 1rNN M'U'U[rlanrr,^w0,a a[Nalh 0I i[Irtt4 g11p MF W lla,aif ,UH 11[N ,U,7�l0. T,[Ieo c•nn Kffi W11M4 I yq Co.,A•ap rlA![ • 1 • is f / t Pl 1 • . CITY OF REN , • DEPARTMENT OF40NGINEERING 40 MUNICIPAL BUILDING, ?OO MILL AVE SOUT ^iA• /r i"'n- t 'N T ree y• NENTON, WA 29p55a23(- 4 Pheae [f PROJECT na^lSNer Intercep[ut 263t C"teA:f No. PROGRESS PAYMENT ESTIMATE NO,__, Contractor R.L. �'�-- Ctoe,r[y Date Na Description - -`-�33'••3Lof,Z Unit Unit P„c• Est PREVIOUS TO T" ESTIMATE TOTAL TO DATE 7CIob.'fa atA[at (ru ^ LS Lt ly Gty Antant r?fy, Amautt Qly Arrant ' Tlaber elvARc b fnR 47.5W- i LF l<,SIN). tWZ 47,';/.W 4 Accase N^aa Lr 1 100' 77.SQ.,00 CZ f.00 LOOS 5 CNP Cltl Darts LF t,OW 6 Ig.. 22.07 3,760 0 O.W 700x O.W IOOZ 32.500.00 1 h Culvert LS 4.5u0,U 1880 41,491.60 702.00 7.2 (.^ thel Roca LS 1 75Z 1 491.60 B80 61,491.60 702.K R Tr.,a rary rat-h 5Y 8,100, 1 252 1,125.00 3100 82.981.20 9 90T ].B30.W I00 4.500,00 Asphalt >Y 3,00 650 379 IOZ 870,W l0 `'O^e•ate Yavexnt 3.W 650 711.w Z91 IW 9.700.00 Porland Ceaent Cnnrrete S3 IS.W 0 BJ3.W II Bank,, fravnl O.PO 726 00 5ir i,59r•00 SY 650 IJ9 1,58', 262 262 12 Slope Nac kfnp TO, i0'00 10 W 291 4,365.W 726.W e tldln 530 :,950.00 3 Cy 3.00 1,000 1410 14 g (Type Ip 20,00 1.5W 4,29G.00 0 Bedding (type I:1; LF 0 0.00 O.CO IUO 4,190.W 15 J<nar Proteatf^n track Lr 1. )00 154 112.9 21.658,W 16A LF 0.S S,IW 4114 462.00 28l 843.00 1132. 22:658.M 13" Sever Plpe 12. 2,459.W4J5 168 8" Sauer LP 1430 IB,Dig R, D D.W 4918 435 1.305.00 1]A Overflw Structure LF 30.W T 700 0 0 0.00 2,459.W IiB lnterceDtnr LLt /n LS 30'0ll 307 15, 3 329 9.870,W 1430 18.O1g,00 18 ,y_R, I:o, 3 2,i00A0 1 6,62L 0 0 '54 L3 0 W 329 9,8]O.W 19 M.X. Type !-4B" I I.nW'W I 0.6" 50x 1.250.E i54 1,250.00 1 I'S I,25gW 10ox LOW.O<) of 1,2s0.W Bu ntlnR M.x. Ue(ah PA I,0[)0.tq I 0 0 C.UO IWZ 1 82" Drop Cannec tlon 9F IW.Go 2 3 J,OW.00 loot 1.250.W LOOS ••0W.00 I1A Iz„ Cuev, St er 19 pe 9t I 70.W 22 0 O.W 1 3.000.W 6 1,250,W Cleatrovt LS 14,20 5.)10 0 0 6,000 qg 8.. 0 8.1 ° 0 W CLanaut FA 1,0W.W <9as /0,829,60 561,00 g.1 0 4 12" Clean^ut Apron EA i5 12 24,WO.W 0 567.00 5 Servla• Teen Pw BlS.W 7 3 0 0 4988 10,A29,60 6 6" or x" 478.u0 11 2.625.W 0 12 I4,OW.W 7 Serv. Latatals LA 350.W O'170 3 2.625.W Televfafnn Nonitpring LF 50.W 9 10 1,5W.01)8 SPevning travel LF 350 387 19,J5U.00 0 O,W 9 C.ab Wna 0.20 5,IV 0 O.W ID )•SOO.W 30 NN 15,W I,OW 387 19,JSO.W Suhdraf" CY IW.00' 9:.5 U•875.W iI 10" Xnr1r^ntal Well PDlnt LF 450 23,4W.W 0 0.00 925 32 Nnrteontal Well Pn Point BB EA LA 6.% I,OW I210 111 )1„W.00 345 11,8)5.00 11 IW.00 7,260.00 11•' Culvert LP d0 4 20 120.00 I230 76,WIN, 4 Bridge Structure LF 2.00 600 25 400.00 0 0.00 7.380.W 5 Bridge , rn Span 40.00 MO 50,W 0 4 400.W 3M 4• Chaln Link Fence FA 4.0N.M Z 260 10.400.W 0 0.W 25 SO,W 360 Chafn Link Fence LF 100.00 ZO 0.00 260 lu,4W,W FA 1.000.00 Z 37 Spr1nR 18 4 Nead Dral ' Wlllav Ste n LS S,OW,W 1 q rtaau ' 400.W Finlehtng eM Cterp F 6 1.15 10.000 2.00 5.400 Clmryta Urdera (:RAND 346,394.20 71W,810.6U 447, i IDd.BU I Suhtatel 6) Re Ufnage: Sx x Ia) I J46,f94.20 W,B10.60 c) 'a rnin8a Payable [hla Eat hate- 447i2104.80 (bl 5,W0.52 129,Urt.4B 2t•360.24 AI .ax: 8.IS • a (a) 9S,/70.W • 4z4,e4..x al boon[ due this es[laa to (c) 6 fd 28,057.43 I 8,165.66 fl CMNp TOTAL (a) 6 (d) 357.132.11 61.QZ3,59 103,97J.74 d61,0e8.15 3)4,451.p � 108,91e.26 483,428.39 I Q�j I r I � 1 I � wizmnMal V UI.IL: Uctuber 1, 1985 '1'0: FINANCE UIRECIUI' FROM: PUBLIC MORNS DIRECTOR SUWECT: PROGRESS PAYMENT CLINIRACIOR: K.L. Pisa Cumoany ESTIMATE NO. CONTRACT NO. 040-85 PROJECT: Roney Creek Ph Ise 11 Sanital) Sever InLercel,tnr 1. CONIRACIUR EARNINGS 1111E LSTIWI'IE S100,81U.6U 2. SALES 'TAX R 9.11 8.165.66 3. TUFAL CONIRAIa' MINT 1111S ESTIMATE $108,976.26 A. EARNINGS PREVIOUSLY PAID CONTRACTOR $329,074.48 S. *EARNINGS 1411: CONI'RACIM 'II11S ES-1-IMKIE S 95,770.07 6. SUBIOTAL - CONIRACTOR PAYMENTS $ 424,844.56 7. RIPIAINAGI: ON PREVIOUS EARNINGS $ 17,319.7,1 R. •• RI IAINAGII ON LARNINGS 1111S ESTIMATE 5,040.53 9' oilul'U'IAL - RETAINAGE $ 21,360.24 10. SALES PREVIOUSLY PAID j 28,057.93 11. SALT. .X DUE '1111S LSIIMAIe 8,165.66 12. SUBTOTAL - SALES TAX $ 36,223.59 _ `(9S`, x Lire 1) GRAND TOTAL S 4$3.428.38 •'RFTAINAGF: FINANCE DEPARTMEN_ACTION: PAYMENT TO CONTRACTOR (Lines 5 and 11): ACCT. ! _I-1/0001015.596.M.65.19 $ UI4,9.15.73 ! a ACCT. ! $ ! ACCT, ! S ACCT. A _ $ -- ACCT. ! — RETAINEU AMUUNT !Line 8): — ACCT. 0 421/000/015.596.38.65.19 $ 5,040.53 J 4 ACCT. ! $_ C -- ACCT. ! $ ! ACCT. ! ACCT. ! f t CHARM 110. LAWS OF 1BB5 TOTAL THIS ESTIMATES 108,976.26 _ CITY OF R[NTUN CERTIFICATION 1 11.1 IF@ILr m !N'Ul. •Im vM011 TM'h 01 n/1{}I,, MCI Mk WIIF.vi w . IIM IVNN I. ML U{'nfU,1[MW1110 f•MI NIl.II/IMpI,IIy N OIAMfO M111q IMp I,yl Ill CM1 11{ lull � {p I,ytia M11YIP I4M{t TIN tT1 OI IIMNR IM 11M1.41 Iu^{�O p W 11pIwAU Mp cwm A Mm C1NN {flR I CITY OF RENT • N y GINEERING MUNICIPAL BUIL06W 200 MILL AVE SO TI R NTON,, WENT �S055-235.20131 .,�•/•� Neel. CIML - I`haPe II PIl4A7ECT 6aa14ry 3auar toter aepelt PROGRESS PAYMENT ESTIMATE NO. CeIlLeet No. 040-85 CGntrd CIor R.L. All& Cpeo C11Mnp 1>.4 lu_t-A5 t4Mel lJdj Dper ml mn Umt U.'I P, e' Est EVp'JS TOTAL THIS ESTIMATE TOTAL TO DATE Q10 Qty Am el QtY Arrtotrlt Qt P AI[Ie,att 1 Ib'•vllgat ton 2 Cbu1e- AI,d Crubb(nP IS 41.357.M I IOOf q,3S7.W J Timber Sal vape LS 32'SNI.UO 1 tool 17.357A0 0l 0.00 IWT 47.357.W 4 Accaae R9ea LP 1. I.000 0 of 0.00 iWl 32,300.00 5 OW C91elrte LT 12.0] 7,7W 0'oo 102 02,00 I880 702.00 702 2 6 IB" GIP Culvert LS 4,3uo.0 1 41,491.W e80 41,01.60 )760 82,981.20 3,37S.W 25Z/ Cru.hed Rork LS 8,7W. ) I.125,00 100 817m.W 90Z A TeePnrarY PatrA ST 3•_ 650 339 tl10.W IOI 870.W IW e,7W.W S7 1 10 650 71 7.'A 291 473.W 530 1,a•n,W 9 Aephalt Concrete Peveeent 0 6.00 2♦;10 brnkrud Caret Concrete ST IS. S50 239 3,Se5.W 291 T}6.W 242 ".00 11 Bantrun Gravel '� '0. 10 •.W.W 530 7,951.W 12 111". Rocktna Tm ). 1.300 IUO 1] Alddlne (T Ct 20. 1,5W L.290.W 0 0.W 1430 4,2W.W i• Bedd Lq ltype I11) LP 3. )W 154 o.W 132.9 22,658.00 IU2. 22.654.W IS Sceur Prnte<tinn Bork 1'Y 0.5 5.IW 462,W 181 843.00 435 I,bS.W{918 16A 12" S,mer Plpe LF 12.6 I.BW 1430 1l,01l.0W0 U O.W 4918 2,4S9.W 160 a^ Seeer WM 3W 0 0.00 1430 I8,018.W 17A Merf ltv Structure .I 30.W 307 I54 ""00 329 9.870.00 319 9.870.00 1?B Interr"tor Qt In LS 2.SW. 1 4.6M.00 0 D.W 154 t5 0 0.00 50% 1.250.W 1.620.IX1 IA M.N. No. 3 1,0W.00 I tool I,OW,ro SOZ 1,250.00 19 M.B. TV" 1-48'' L, I,250.W 1 0 0 0.00 tool 1,0W.00 0 F.fett, M.N. Depth PA 1'0,A),W 4 0.00 tool 1.250,W IWZ 1,150.W 1 8" Dr" G.nMctlo. VP IW, 72 3 3.OW.W 3 3,000.W F vt 0 0.W 0 6,OW. 0 2 IY' Nev. S!v<r Pf pe ,. 70.00 ip 0 0 8.1 0 , 0 JA 12" Llaaa t .1.21 5.Ioo {988 70.$29.60 561.W P.i 56).W 38 8" clrmN CA 2,uW. IS 12 24,Ooo.00 0 0 4988 70.829,60 4 12" Clearo_[ Apron IA A75' 3 ] 10 12 24,Ooo.W 5 Service Tee! P.5 478.0 11 2.625.W 0 0.00 J 2.625.00 6 6^ of 8" Slr, Lateral_ 350'00 9 10 3'sm.W 7 Televblolt 7lonitering U, $0,00 150 387 19.350.W p O.W IO 7,SOO.W 8 Sp,teni.R Gra eel if 0,20 5,IW 0.00 387 19.350.00 9 Cabtuna 1" 15,00 1.000 9'S 13,8)S.W f0 9ubdrafn LY IW,W 450 2.4 13.4W.00 110 I). 0,W 925 13,8.75.00 JI 1N^ No.lwntal Nell Point LF 6.W 1'0W I1210 7,260.W 20 I(b.W J45 )4,SW.00 R Nm lront el Nell Povnt lAt...1.. �� 100.W 40 4 M1W.W 120.00 1210 I,380.00 ] f2" Wlwrt 1.00 6W 25 0 0.00 4 400,00 4 Bridge Strurture LP 40.00 J00 00.00 0 O.W 25 SO.00 J5 Bridge Rttra SPan G 4,0W.W 7 260 t0,400.W 0 U.W 260 10.400,00 6A 4' Chat. Link Pere 1i 100.00 20 363 Chan Lint Penra G I I.OW.W 2 7 SP11ee Mead Deal. LS S'000'UI I 4• Ntl l,,e Start. E2, 4W.oo� 6 ,I linlahip8 sd ClaerS I.IS 10.000 2.W S,400 Chenze order. FRANO TOTAL 346,394.20 100'810.60 447.204.80 ( nJ Subeoul b) Betal 346J94.20 IW,A10.60 ,Iatle: SI a p) I 447,1u4.tl0 c) CaminPayable17,J19.72 5,010.52ge Pa yable Chia Earleaq_ 21,1b0.20 (o) 95,170.% 424,84C 56 8 d) Salem Tax: .1, • a (a) e) Mm"t 29,057.93 8,165.66 oe th4 r;Late (ci l (d 16,211.39 [) •'AANp 1].TAL (q 4 (d) 357.132.41 103,935,74 461,0eP.15 714,452.I3 108.976.26 a6, J9 It n� f 41C 'R, DAIY: October 1, 1985 '10: FINANCE DIREC3UR FROM: PUBLIC NIRIKS DIRECrm SUBJECT: PPOGRESS PAIMIKI CUTIRAC'TOR: R,L, A1ia C�aanv ESTIMATE NU. Y CONTRACT NU. 040-85 PROJLCT: Honey Creek Phase 11 Sanitary Sever Interceptor I. CiN1RAC10H EARNIN:S 11115 ESTIMATE $100,810.60 1. SALES IIAX F 8.11 8.165.66 3. 'IUrAL CINIRACI AMOUNT IHIS I:S'TIMAIE $108.976.26 4. tARNIMS PµEVIOUS1.Y PAID CON'rW1CTOR S 129,074.48 5. •RARNIIA:% 1411: C.INTRN701A 1111S IiSTINAl I: $ 95,770.07 6. SUB'IUTAL - COKI'RACTOR PAOILNTS $ 424,844.56 7. RI''.IAINA011 UN ITEV1OUS LARNINGS S 17.319.71 R. •I 110AINAGI. ON EAPNIN:S 1111S ESTIMATE 5,040.53 9. SUBIOIAL - RETAINAGL $ 22,360.24 _ 10. SACKS FAX PRRVIOUSIM PAID $ 28,057.93 11. SALI:S IAK DUE 11115 ES'1':14ATE 8,165.66 11. SUBTUTAL - SALES TAX $ 16,223.59 •(951 x Line 1) GRAND TUTAL S 483,428.38 "Pi TAINAGE: rINANCE DEPARTMENT ACTION: PAYMENT TO CONTRACTOR (Lines 5 And 11): ACCT, / 421/000/015.596.38.65.19 $ 104,0 ',J7 / 4 ACCT. / $ ACCT, / f f ACC'. f ---- f /— ACCT, / RETAINED AMOUNT (Line 8): ACCT. 4 421/OOL.'0I5.596.38, 5.19 $ 5.010.51 i ASCT. S f ACCT, f E / ACCT, f $ ACCT, f $ -� CHARTEN 116, LAWS OF 1966 TOTAL THIS ESTIMATE f 108,976.26 CITY OF REN%A CERTIFICATION , nN IMW1lpla f0 uVYr fAM.�plp gAyp 0, IU M,, rxH aN r IfNM. xnK HI4 IYI,YyMU Mr {fMiCq III,IAMO f I IM NC{PIMOMI9,1 Elblgi{ MMR I+a Mnr ,N rt.a, Y { .Vf, PM M[ VNV M4r1".•r•T Wlwrr M ltn M {dlpl 4O 11Mt 11L 'wMYIY W W1WxINA1{MI{CYAI q UC<VY V - J 1r) CIT'; OF RENTON 0 DEPARTMENT OF ENGINEERING • �_1l • MUNICIPAL BUILDING. 20C MILL AVE. SOUTH, RENTON, WA. 99055 • 235-2631 Honey Creek - Phase 11 PROJECT Sanitary Sewer Inter,p,tir PROGRFSS PAYMENT ESTIMATE NO. 5 3ontrect No. 010-85 Contractor R. L. Alia Company . Closing Dalc Oct_31, 1985Sheet I oft ter, Est IPREVIOUS TOTAL THIS ESTIMATE TOTAL TO DATE Nc Description Unit Unit Pr,,;e Qty Qty Amount Qty. Amount I Qty Amount -i Mobilization LS 47357.00 1. loot, 47,357,00 0 0.00 100% 47,337.00 2 Clearing and Grubbing LS 32:500.00 1 loot, 32,500.00 I 0 0.00 100% j 32,500.00 3 Timber Salvage LF 1.00 l 702 702.00 730 730.00 1432 I 7,432.00 9 Access Road LF ?2.07 3,760 3760 82,983.2n 0 0.00 3760 92,983.20 CMP Culverts LS 4,500.00 1 100% 4,500.Lv 0 0.00 100% � 4.506.00 6 18" CMP Culvert LS 8,700.00 1 100% 8,700.00 0 0.00 100% 8,700.00 7 Crushed Rock SY 3.00 650 530 1,590.00 0 0.00 530 1 ,590.00 8 Temporary Patch SY 3.00 650 242 726.00 49 147.00 291 873.00 9 Asphalt Concrete Favement SY 15.00 650 530 7,950.00 0 I O.nO 520 7,950.00 10 Portland Cement Concrete SY 30.00 IC 0 0.00 0 0.00 0 0.00 It Ba nk run Gravel TON 3.00 1,000 1430 a,290.00 1398 I 1,194.00 1828 5,484.00 12 Slope Rockir CY 20.00 1,500 1132.9 22,658.00 286 5,720.00 1418, 28 n78.00 Bedding (Tyr; 11) LF 3.00 1 300 435 1,305.00 0 0.00 435 1,305.00 Beddir,� (Tr!-t 111) LF 050 15,100 4918 2.459.00 I 0 0.00 14918 2.459.00 15 I Scour Vrutrct,on Rock LF 12.60 1,800 1430 18,018.00 0 0.00 1430 I 18,018.00 16a 12" Sewer Pipe LF 30.00 300 329 9,870.00 0 0.00 329 9,870.00 168 8" Sewer LF 30.00 307 154 462000 I 0 0.00 154 4.620.00 I!A Overflow Structure LS 2,5GO.00 1 50% I 1:250:00 50% 1,250.00 100% 2,500.00 I78 Interceptor Cut In LS 1,000.00 1 100% 1,000.00 1 0 0.00 100% 1,000.00 18 M.H. No. 3 LS 1,250.00 1 100X 1,250.00 I 0 0.00 1100% 1,250.00 19 M.H. Type 1-48" EA 1,000.00 4 6 I b,000.00 0 I 0.00 6 6,000.00 ?O Existing M.H. Depth VF 100.00 22 0 0.no 13.3 1,330.00 13.3 7.330.00 ?1 8" Drop '-onnection VF 70.00 10 B.) 567.00 0 0.00 8.1 567.00 ?2 12" Cory. Sewer Pipe LF 14.20 5,100 4988 I 70,829.60 0 0.00 4988 70,829.60 ?3A 12" Cleanout EA 2,000.00 IS . I I 238 8" Cleanout EA 875.00 3 3 1L 24,000 00 0 0.00 12 24,000.00 2.625.00 0 0.00 3 2,625.00 14 12" Cleanout Apron EA 378.00 11 0 0.o0 8 3,824.00 8 3.814.00 15 Service Tees EA 50.00 9 10 3,5DO.00 0 0.00 10 3,500.00 '6 6" or 8" Serv. Laterals LF 50.00 350 387 19,350.00 80 4,000.00 467 23,310.011 _7 Television Monitoring LF 0.20 5,100 0 0.00 0 1 0.00 0 0.00 28 Spawning Gravel TON 15.00 1,000 925 gjS�Op I 0 I 0-QQ, 1925 13,875.00 9 Gabions CY 100.00 450 3"- 3 �4�b;A� 61'`4'( �e+�ITO� 373 31,300.00 1 -if) Subdrain LF 6.00 1,000 12.4--0 7,380.00 20 120.00 1260 7.500.00 it 30" Horizontal urlt Point EA 100.00 40 4 400.oO 0 I 0.00 4 400.00 3? Horizontal Wei' rytnt Extension LF 2.00 I 600 - 25 50.00 I 0 I 0.00 25 50.00 13 12" Culvert LF 40.00 300 260 10,400.00 0 0.00 260 10,400.00 34 Bridge Structure EA I 4,000:Do I 2 0 0.00 3 72,000.00 3 12,000.00 35 Bridge Extra span LF 100.00 20 0 0.00 0 0.00 0 0.00 16A 4' Chain Link Fence EA 1,000.00 2 0 n,00 0 0.00 0 0.00 36B Chain Link Fence LS 1 5,000.00 1 0 0.00 0 0.00 0 0.00 37 Spring Head Drain EA 400.00 6 0 0.00 2 800.00 2 800.C3 38 4' Willow Starts EA 1.15 0,000 0 0.00 0 0.00 0 0.00 39 Finishing and Cleanup LF 2.00 5,400 0 0.00 0 0.00 0 0.00 Change Orders I GRAND TOTAL I $443,604.80 S37,515.0e �S/8},119.80 I I 1 � 5?Ls x: . �.r., I,, „ ..s4 IyL3j N'L rl f i i -' DAIL: ureebrr-}1-kyBf.. lU: FINANCE UINLCIUK FIRM: PUBLIC WMKS DIRECTOR SUlULCI: PlIOURLSS PAYMENT CUNIRACIIRI: K.L. Alia Qoppn. _ LSTIMATL NO, + C/INIPACT NU. 640-85 PKWECT: Nmlev Creek Pl ase 11 SaniLPrY "�,+cl Inlorcln Lul 1, CLNINM-101t IAIWIINL:S '111IS ES'1"[RATE f't ;' 10 3 Z, °(73`�• :. SAIJ:S TAX P 9.17. 8 UFL 7 747` 3, 'i'IITAL CINIRAI I AMUUNI 11I1S ETIIHRTt f 108,976,26 3 a, EARNINGS PREVIOUSLY PAID C(NTRACI'1K f4a9Tl"-.*8 'i2tj,8+454 F. `UARNtNGS ON: I.INIRMgUR -IIIIS ESTIMATE j_-9y-L}}N-pY 3"j '1,1� Ic ..i f +2�reiil- 63-- (!- SUBI OTAL - CUN7 RACIUK PAI VENTS ,gp ). III 1AINAW: UN PRINIWS LARNINIS A. +( IU I'AINMa; IN I:ANN INGS 11115 ESTIMATE jyµf-63. 11 f1l 1r, 9 7H,uSS 1� SUGIUTAL - QTA1NAGE f 13.340,24 10. SALES TAX PKGVIUUSLY PAID j *,WA," 'S4221Sjx- 11. SAUS 'IAX DUE 11115 ES7'1MA7E fl.J,Ars y' 27`I74A- 11. 70111. SUB'IUTAL - SALES TAX f iA;]?3.YY `(95X x Lin- 1) GNANU 'IUTAL j 49 423 3 `•RFTAINAGF: ST. TINANCE_UEPARIfdifT ACTIUN: PAYMENT TO CONTRALTOR (Lines 5 and it): ., ACCT. / 421/000/UI5.596.J8.65.19 j Y6;'M1 C r ACCT. A — ACC1. A j -- -- — —A--- ACCT. A - j M— ACCT. N _--- f #-- RETAINED AMJUNf (Line 8): -- ACCT, / 4?I IOnn!UI i.596.78.fi5.19 f nccr. A _- f A arA ACCI. A f ACCT. A S —A— ACCT. / CllanWn 116. LAWS OF 1965 TOTAL TIIIS ESTIMATE f CITY OF RENTUN CERTIFICAIIUN 1 " w"I wWo r�wool rinly.Iwo nN ,a! /Ul"r, IM{I MI ..111.9 wN I'IN ilmMH gR+In1011 N{NUyI I.In(0. IM IINI 1,� rY M A N r yM1(kIII(IOD MIK,IIw,w MCI,{I ml I.II UI llnllR YO TMI,M1 Ilnwyy(p q WR11M1{/.11 W CMI.1 q Inp(M{IL I14�R F� • • DA IL: Uctober 1, 1985 10: FINANCL DIRECTOR FKJM: PUBLIC WORKS UIREC'IOR SUBJECT: PROGRESS PAYMEN'! CONINACIOR1 _ F,L. Alia Comoanv ESTIMATE MO. 4 _ CONIRACT NO. 040-85 PROJEcr: Honey Creek Phase 11 Sanitary Sewer Intercept,- 1. C(MIIRWILIN I.ARNINI'S 'IIHS I;STUATE S100,810.60 2. SAI.I.S 'IAX P R,11 _8.165-66 3. IOIAL CUN1RACI AM"f 1111S I:S'IINATIi S 108,976.26 A. HARNINGS PIILYIWSLY PAID CONTRACIOR 5329,074.48 S. *IARNINGS IRlli CON'IRAC'1UR 'MIS IS'f DATE S 95,77U.07 6. SIIBIOTAL - CONIAACTOR PAYMLNTS S 424,844.56 _ 7. Rli'1'AINACP UN PRINIOUS LARNINGS $ 17,319.71 R. •6 RHANA(l ON EARNINGS THIS ESTIMAIE 5,040.53 9. SUDIUTAL - RLTAINAGE S 22,J60.24 10. SALES MAN PRIYIOUSLY PAIL! S 28,057.93 11. GALLS TAX DUC I1'lS LSIIMA'IC 8.165.66 12. SUBIUTAL - SALES TAX S 36,Z23.59 •(9!•T x Line 1) GRANU TOTAL S 483,426.38 "RETAINACE: 5" fItU1NCE_UCP_ARTNENT ACTION: PAYKNI TO CONTACTOR (L..les 5 and 11): ACCT. N 421/000/SI i,590 38.65.19 _ $_ 104,915.73 N r ACCT. N $ N` ACCT. N S N ACCT. N $ N_ ACCT. N S N kETA1NEU AMOUNT (Line 8): ACCT, N 5211n110/015.596.38.65.19 $ 5,O',0.53 / 4 ACCT. N ACCT. N' $ / ACCT. N _ S ACCT. 4 $_ _ N CHARTER 116. LAWS OF 1966 TOTAL THIS ESTIMATE $ 108,976.26 CITY OF RENTUN CERTIFICATION I nu vav{uno ro.rov.n•m owr+nwn or !lxulr, l,ur Mt rUr1MMf w!r •!!n rrnwMO. M! {IIM:!!]11lIp,r10^{Ir•!yVti1 llMlyy{(y Cl�mINiO Irinrl {nn nMr IM llNr a 1 ASr AM yq yllrb MIU.[Nr Y.I,Ir{r nH!n1 M {91pq.ND nM!r IY {vrM 16C W W n911iAtt 4!O(MT A MO(1AY �Y® w� *r• CITY OF RENT DEPARTMENT OF9NGINELRING • • MUNICIPAL BUILDING, 200 MILL AVE SOUTH, RENTON, WA 98055.235-2631 7i5•�„,mil Honev Creek - Phasr 11 PROJECT banitary Saver Interceptor PROORESS PAYMENT ESTIMATE NO. Contract No, 04u-8. Contactor R.L_Alta Coauam CbainO Date Sheri Est PREVIOUS TOTAL THIS ESTIMATE TOTAL TO DATE �. O•ec npl io.� - Unit Unit Price Qtv Qly Anioint --Qty,l Amount Qty. Arrpat Bob lit.et ton LS 47,357. 1 I [DO.' 47,1".l.Do 0,00 IW2 47,357.00 ] Clearing And Ctebbmg LS 31.5W.W 1 100% 32,500.00 ul 0.00 IWI 32,500.00 J Tieher 5a1voge IF l.I I,WO 0 0.00 702 742.00 702 702.00 4 Mesa. Road LF 22.07 3.750 1880 41,491.60 illso 41.491.60 1760 82.983.20 5 CBp Culverts LS 4.SW.N 1 752 31375.00 251 I,I25.00 too 4,500.01)6 18" RIP Culvert IS 8,700.00 1 901 7,830.W 102 870.00 'OD 8,700.00 8 Cru ibad Rock SY 3.00 650 239 717.W 291 873.00 530 I,SaO.,(A pornry Patch SY 3.00 6W 0 0.00 242 726.00 242 726.00 9 Asphalt Concrete peveaeat Sr 15. 6% 239 3.585.01) 291 4,365.W 10 Porla d Creent Concreta SY 30.00 10 530 71 950.W 11 bo dtrgn Gravel IoN , 3.00 1,000 1430 4,2W.W 0 0.00 1430 4,290.00 12 Slope Rocking CY 20.00 1.500 0 0.00 132.9 22,6M.00 1132. 22,558.00 13 Bedding (Type III LF 3.0o 100 154 462.00 281 843.0in 435 1.305.00 14 8eddlug ,Type 111) LF 0.50 51IW 4918 2,459,00 0 0.00 4918 2.659.00 15 Scour Protection Rock LF 12. 1.800 1430 I8.018.00 0 0.00 1430 18.019.00 IM 12" Sever Pipe LF 30.00 3W 0 0.00 329 9,B]C.W 329 9,B70.W 168 B" Sever LF 30 00 307 154 4.620.00 0 0.01) 154 4,620.00 17A Overflow Structure LS 2.Soo.W 1 0 0.00 501 1,250.00 SOS 1.2W.00 178 Interceptor Cut in LS I,OW.W 1 I002 1.000.00 0 0.013 I001 1.000.00 3 la 1,190.00 I 0 0.00 1002 1,250.00 I002 1,250.m 19 M.N. Type 1-49" FA I'GA.W 4 3 3,000.00 3 3,0W.W a 6,OW.W 0 Eilsting II.N. Depth VF IW.W 22 0 0.W 0 0 0 0 1 8" Drop Cnnnerti.a Vr 70.00 10 0 0 8.1 567.00 8.1 567.00 2 12" Curv. Sever Ptpe LS 14.20 5,iW 4968 10.829.60 0 0 49RS 70,829.60 3A 12" cleaavt FA 2,WO.W 15 12 24,OW.W 0 12 24,Wi 18 8" Cleenout EA 1 875.00 3 3 2,62S.W 0 O.W 3 2,625.00 4 12" Cl eatwat Aprun F, 478.W II 5 Service Tcea 1A 350.01) 9 10 3,500.00 0 b 6" or 8" Re, Latetala LF 50.W 3M 387 191350.00 0 0.010 381 19.350.00 ' Televin ton m,,nitartng LF 0.20 5,IW 8 SPavninR Cravel TON 15.04D I,OW 925 13.815.00 0 0.00 925 13,875.041 9 CA Iona Cy IWOO 4S0 2:.4 23.400.00 111 11,!00,W 345 34.YO.W B SuhdrMh LF ".'R) 1.000 1210 7.260.00 20 120.04) 1230 7,3BO.00 11 30" Nore'ntal Yell Polm FA too..(((( 40 4 400.W 0 0.00 4 40u.01)32 Borlrontel Nell point Extanalon LP 2.00 6W 25 50.01) 0 0.00 25 %.Do 3 12" (o lvert IF 40.00 300 260 10,400.01) 0 0.00 260 In.400.W 34 Bridge Structure EA 4,000,00 5 Bridge Extra Span LF IW.W 20 M 4' CTaln Link Fence EA 1.000.00 2 368 Chain Link Fence LS 5.000.on I 17 Spring He" Brain EA 400.00 A A 4' R11lue Starta M I,IS 10.000 39 Finishing and Cleanup LF 2.00 5.400 Change OrdcrR GRAND loTAL 346,394.20 IW,81O.60 447,204.80 J Subtotal 346.394.20 lou'810.60 447,2o4.80 b) leidnage: 52 a (e) 17,319.72 5,040.52 22.36( 14 0 Earnings Payable this Earlest, 329.074.48 95.770.08 424,844.56 (a) - (b) d) oats, Tax: 8.It ♦ a (e) 28,057.Y) 8.165.66 36.243.59 e) haunt due this attests (c) 6 (d 357.132.41 103,11).74 461.Db8.15 I) CUM MAL (a) 6 (d) 314.452.13 108,976.26 483.448.39 •Y 1 I I Y DATE: October 1, 1985 lD: FINANLE DIRECTOR FROM: PUBLIC NORMS DIRECTOR SUBJECT: PROGRESS PAYMENT CONORAMON:_k•L. AIla (�R�y ESTIMATE NO. 4 CONI"RACT NO. 040-85+�(L PROJEC•1': Roney Creek Phase lI Sanitary Sewer Interceptor 1. CON'IRAMOR PARNIMGS '1111S ESTIMATE S100,810.60 2. SALES TAX F 8,1x -�LS<-616S. " S. 'IOTAL C11N1RACT ANWNI 1111% LS'II6IAIL $108,976.,a •1. EARNINGS PREVIOUSLY PAID CONIRAC'IOR $329,64.49- 5. *EARNINGS DUI: CONO RACIUR THIS ES'HMATE $ 95,770.07 6. 31)BIO'I'AL - CONTRACTOR -PIAYMENT'S $ 424,844._w _ 7. RIITAINAGI. ON VREVIMN EARNINGS $ V,319.WZ B. ** RMA1NACE ON EARNINGS MIS 1:ST:NIATE 5,040.53 ` . SURIO-AL - RETAINAGE S 22,360.W _ 10. SAL17S 'rAX PREVIOUSLY PAID S 28,057.93 11. SALES 'LAX DUL 1111S LSIIMA'IE lz, SUBTOTAL - SALES TAX $ 36,223.w-- *(95x x Line 1) GRAND 7O'IAL $ 483,42R.at. J^ **RETAINAGE: 5x FINANCE DEPARTMENT ACTION- PAYMENT TO CONTRACTOR (Lines 5 and 11): ACCT, / 421/000/015.596.38.65.19 $ ll11,'IIi.72 N ACCT, 0 Y ALCT. N S M ACCT. A S ACCT. X $ A RETAINED AMOUNT (line 8): _ ACCT. N 421/000/015.596.38.65.19 S 5.040.53 / ACC-. / S —f ACCT. / $ ACCT. / _ $ ACCT. M $ CMAnTEn 116, LAWS OF 1965 TOTAL THIS ESTIMATE S_ 108,976.26 CITY OF RENTON CERTIFICATION Iu•u.N f'm v 'nwn oe na un., 1«*r Me r.lc�uu +n MN ew,nwo n.e euvrer Iawnnrp re me N>W n+lowm u onanlo «In+a ule n.l Iw cur a xvr Ma 4q w..o mIfMIgM W.FjI rt (In b Ibn11L NO M1II I.W ev'Ivwwfo 1p Wa1911i41t rID Cifnv A MC t1NA iAu • i. P 4`� c` °�• CITY OF RENTOP • DEPARTMENT OF WGINEERING • • MUNICIPAL BUILDING, 200 MILT- AVE. SOUTH. RENTON. WA QSOU5e235-2531 •�p� V Honey Cuek - ^haee It �- PROJECT banitery Sever Interceptor r 40GRESS PAYMENT ESTIMATE NO Contract No D4u-AS Contractor R.L. Alta Ghzl..Y Close g Date Bh mktynf 2 Est PREVIOUS TOTAL THIS ESTIMATE TOTAL TO DATE De6c:�p Non Und Umt Pr,ce Qty Qty Amount Qly. Anwnl Qty. Areeunt sakeep 1 Mobil tut ten LS 47.357.00 1 IWT 47,357.00 Or 0.00 IN% 47.357.00 2 C1e.tr Lre And C-WP:nc IS 3L.5w.w l 1062 32,500.W OS 0.00 IWr 32,500.00 I Timber Salvage LF I.vil i.w 3 O.W 702 702.00 702 702.00 4 Acuee Moen LF 22.07 ' INNS 41,491.60 9W 41.491.60 3760 8a.981.20 5 (21P Culvert. LS 4,5W. 1 7R 3,375.00 251 1,125.00 100 4,Mo.Do 6 Ill" t]tP Culvert LS B,7r0.W I 90: 7,830.00 102 870.W 1W 8,700.Do 7 C...hed Re-k SY 3.00 650 239 70.00 291 673.00 S10 1.59r.00 a Temporary Patch SY 3.OU 650 0 0.00 242 726.0O 242 72b.00 9 Asphalt Eoncrate reyeeent SY I5. 6" 239 3.585.00 291 4,365.011 530 7.950.00) to Per1oM Cement Concrete SY 10.Do 10 1: Benkrun Gravel TON 3.0D 1,000 1430 4,2" M) 0 0.00 1430 4,290.00 12 Slope Recking GY 20.00 1.SW n 0.1, 132.9I 22'"11.W 1132. 22.658.W 13 Bedding (Type 11) LF 3.00 300 154 462.W 281 80.W 415 1.305,W 14 Bedding (Type 111) IA 0.50 5.IN 4918 1,459.W U 0,W 4918 2,439.W 15 Sen, Protection Rock LF 12. 1.800 1430 te,018.W 0 0.00 1430 13.018.W 16A 12" 6e,eer Pipe 1 30.00 7W 0 0.0n 329 9.870.00 329 1,870.00 163 8" Seuer it 30.00 307 154 ,,620.00 0 0.00 154 4,620.00 I7A Overlion Structure I's 2,500. 1 0 e.M 502 1.250.W SOr 1.250.00) 175 Interceptor Cut to LS I,OW.W I IW2 1.00.00 0 0.00 1002 I.ow.W 18 N.N. No. 3 LS I,450.W 1 0 0.01) NO% 1,250. 1 IWS 1.25D.W 19 M.H. UP. 1 48" FA 1.00.19 4 3 3AWAD 3 3,000.W 1, 6,000.W 0 Existing M.D. Depth VF 100.0o 22 0 0.00 0 0 0 0 1 8" Drop Carnation vt 70.W 10 n a 8.1 567 W 8.1 561,00 2 12" Cur, Sorer Pipe LS 14.20 5,iW 4988 70.829.60 0 0 49M 70.829.w 3A 12" Clearout EA 2,UW.01) 15 12 24,000.W 0 i 12 24.000.04) 38 8n Cleaaout EA 875.00 3 3 2.625.00 0 0.00 3 2,625.00 + 12" Clea:cut Apron E6 475.90 it 5 Servlce lee. to 350.00 9 10 3,SM.% 0 0.00 10 1,500.04) 6 6" or 8" Sate. Laterals LF 50.00 350 387 19,350.00 0 0.00 387 19.350.00 7 Teleel.t.. Monitoring LF 0.20 5.I00 8 SP..I., Gravel 70R 15.00 I.No 9.5 13,875.W 0 n.W 921 I1,815.W 9 Gablons CY 100.00 450 2:.4 23,400.W ill 11,100.00 345 34,SW.W 0 Suldrain IF 6.0K 1.000 1210 7,260,00 20 120.W 1230 1,380.00 31 too N"rizontal Well Point FA ICO.00 40 4 400.00 0 0,W 4 400.00 2 l Horizontal Nall Point Extension LF 2.W 600 25 50.04) 0 0.00 25 50.00 3 12" Culvert LF 4D.W 3W 260 10,400,00 0 0.04) 260 10,4W.W 34 Bridge Structure EA 4.O0.W 2 75 ar1•'ge Extra Span LF I110.00 20 6A 4' Chain Link Fence EA I.OW.W 2 1]8 Chair Apr lo,Link f:" Fence Draln °A 5 4W.WI 6 38 4' Wilt. Start. FA 1.151 IU,ON 19 Fiat"," gild Cleewp Ur 2.WI 5,400 I . tlh.nRe O dare 11F.ANn IOTA. 346,394.20 I00.810.60 447.204. n) Subtotal I I a 346.394 20 �1 W.810.6J 44/.204.80, TZ b) Re[afnaae: SS 17.319.��}QQF,', s e40 zx.360 c) Eacute,s Payable n is Estimate- 1 329,074.1# (a) - (b) 88qq M9 d) Sales Tax: 8.11 • x ,e) ]8,057.Y3` �16S�gj� 3b,223i1 I 0 unt due this settee, a (c) 4 (d ]57,132.i� i15033•,9-b A9•' t 161.0e11'a I) hRAND TOTAL (a) 4 (d) 374,452.13 108,976. 483,428.0 Y I 1 Ir1F DATE: Orteber 1, 1985 70: FINANCE' DIRECTOR r'NOM: PUBLIC NORKS DIRECTOR SaB.IE;.Y: PROIAESS PAYMENT CUNT WYCT"UR: .L -.At3i-S.¢3dIlY_ _ ESTIMATE NO. ClN11RACT NO. 04"S PAWECI: Roney Cleek Phase 11 Sanitary Se�ei Ir.lerci ptur 1. C(Mn RA(-10k rA.".41N(::i 'IGIS CS'PIMATE j 100.810.60 — 2, SALLS TAX P 8.1' _L t65.66 3. TOTAL CINNIRACf MOUNT THIS PS'f IMATE Slob,976.26 4. .:ARNIN(1S I`RCVIUUSLY PAID CONTRACTOR S)29,074.48 S. •L:ARNINGS IRIL C.IWTRACIoR MIS ES'PIINTC S 95,770.08 SUBIMAL - CONTRACTOR PAYMN'IS $ 424,844.5b 7, RL'IAiNAGI. ON PRiIVIUUS LARNINUS j 17,3:9.72 8. *• REIAINAGIi ON EARNINGS 7711S EST1MAIE 5,04U.5j SUBIUI'AL - RETAINAGE S 10. SALES 'TAX PREVIOUSLY PAID j 28.057.93 11. SALES TAX DUI. TDIS LS11MA'IE 8,165.66 12, FUBIWAL - SALLS "I-AX 0 36,223.59 •(954 x line 1) GW1NU lUlhL j 483,428.39 `•REiA1NN1E: 5" EINANCE DEPARTMENT ACTION: PAYMENT TO CONTRACTOR (Lines 5 and 11): ACCT. / 4'0000/015.596.38.65.19 j 1113,915.74 / 4 ACCT. / —---- ACCT. / $ /_ ACCT. r _ — s / ACCT. / S / RETAINED MY)UNT (Line 8): ACCT. / 421/000/015.596.78.65.19 ACCT. / ACCT. / ACCT. ACCT. / $ $ CTIARTEn 116. LAWS OP 1966 TOTAL THIS TSTIMATE' f 108,976.26 CITY OF RENTUN CERTIFICATION r na ww.u+ro ro ww n+nr mror•nwn a.rn Aa., t.�r M wnAr,a wH n14 ruVtntO Me rcrMrcC1 MrpMU[�M{Nt/j n•y„p y GNWtfC fW Mq rwr iN fiN�a• yfr as W UNnp M,u.rio+ la+a,tr M mr M .einMa Mu+wr MI•VrwaMtp 4 Waawrasr/Ai CNrar a)410<LIY R,a\ • i 1 FJ CITY OF RENTA • DLPARTMEN-1 OANGINEERING • .• MUNICIPAL BUILDING, 200 MILL AVE SOUTH, RENTON, WA. 98055e 436-Y831 creek - Phase 1. PROJECT 6aFIt.17 barear IRt.' s"t9r PROGRESS PAYMENT ESTIMATE NO.-� Gprtfract No 1,10-95 COnirdCtOl 6.y. Al la Q�s Ifw --.�_ C109,rp lhb In_i_Av BMNIW..Z Hm, 09scnpt,on Umt Unit Pure Es. PREVIOUS TOTAL THIS ESTIMATE TOTAL TO DAT! Y QlY And A Arrrna,l QIy fa p t Q'Y Artlwll 1 M96111aa LS 2 ginrlaR rd Crvbbf a4 OD LS IL 47,357.0111 ,n OZ U, IWS 41,351-W i TLber 5a're4e 32.Sm. 1 iWx 112000.00 OI LF 7. I,OW 2.00 702 32,500.00 4 Mcass eoaa LF 22.0 x.l6D 0 1 60 ]OT )07.W )07 707.00 5 eM culverts LS e,5m,t IMD 11,191-M 880 41,{91.W 370 82,983.20 6 Is" (MP culvert 3 N7 1.)n,00 252 1.126.W too 4,SOO.0 f r9shed Pock SY B,IW. 1 %I 7,9)0.W 107 Ric.W IN 6,IW.m 8 Teapoorr Farah 3' 650 II9 717.41. 291 873,00 $10 1.5uP.m 9 Asphalt Cvnvrvte Paveaant SS 3. 65O 0 0.00 242 724.00 242 726.00 10 Pnrland ces,nt Canfrete 9P 15, 650 239 IIMS-00 291 4.36S,m It Bank,.. "",I St ]0. 10 S)0 7.95D.W iz S'.npe 6n111n1 11i11 3- 1,000 ii]0 4,290,W 0 O.W 1430 i,290.W 13 bedding (Tree lq 20. I.Sm 0 0.00 I12.9 22,6511.W Ib]. 1.290.00 IF ). 1W U4 462.W Tat BU.m 435 iJ05.W 15 Beddlryt (type 111) Lr 0.5 S,Im 4918 2.459.M 0 IS Sc-.' Pretertt9n Bud LF li 01 O,W 4916 -459.W 16A IT" 6pver Ptpe LF 10.NJ l ON 1410 18,018.m 0 O.m 14W 18,018.W I68 8" Sever Lp l0. NU U O.m 324 9.670.W 129 1,670.00 17A Overtlav Sten'tuce IF 1.500, I56 4.620.m 0 O,W 154 4.620,m ab Interceptor 6rt In 1 0 O.W SOT I,2SO.m Sol i,250.m IR M.N. an. I I,S 1.000.W 1 IN% 1,0W.W 0 19 M.N. Ty I- La 1,]50.W I 0 O.m 100Z I,WO.m p• 48" FA I.DOD.m y 0.'IC IWS 1,250,m IWZ 1.250.W O Existing N.X. De", yi 3 3,ON.Do 7 7.mO,W h 6,W0.00 I 8" Dr, G,m,ertlnn 1%. 22 0 O.W 9 Yr 70.W 10 O 0 u 0 l 12" Cu, Sorer I'Ipe Ls 14.1 5,Im II 8.1 Sh1,0 0.1 Se 7.m]A 12" cleanout EA 2.000.m IS 4912 70.029.61) O 0 4912 J0.079.60'lR 6` Cleemmt 11 t2.000.M D Iz 24,DOO.W 12" 0leflnout Arm, V. 815.W 1 1 1,615.W X 0.W 1 S Service Tees F For 478'00 It 1,625.W 6 6" 9r 8" Sere, LateraH to 3SO.W 9 10 LF 50.m J5019,350.W 0.00 10 t,SW.W 1 Tele.le ion N"nftarfng Li 0.70 S,IW )87 19,750.W D O.W 18' 19.750.W 8 Spmmi.g Cr...I TON 15.00 1,m0 19!5 9 cabtons (T 1W.m 430 11.675.m U U.m 925 11,8J5,m 0 SULdnrf„ 1 4 2),SW,m III it. W.W 345 I4.500.00 31 30" nnrlum(fl1 Nell in, 1'F 6-'M 1.000 1210 7.260.00 20 f20.10 1230 2,]80.W FA Im.m 0 4 4W.W Noriauntal Y 32 ell Paint Fastens fun LF 2,00 600 0 0. A 40D 00 33 !2" LSrlvert 25 SO.W 0 O.00 W Is W, 70,W 7{ Nrtdxe Stmcture FA ]m I60 IO,bm.m 0 fA 4,OW,W 2 O.m iW 10,4W,W 35 Brldh9 Ea Lin $PID LI IOOIW 20 166 Chain Link Fence EA 1.UW.W 2 Chain 366 cha In link Fence LS S.OW,m 1 J SpFmg Mead 0rafn FA 400.00 6 Sit 4' Nill. St,,, FA 1.15 19 V'inf ehlnR aid Cleanup LF 2.00 fhflnge Ordrrs f.RAND lY1TA1. I _--- 146,A4.20 Im,eI O.U^ 447.204.8O Subtotal 346.i94,20 IW1810.60 abJ,2oa.tl0 b) Reta lnage: S; a (s) I7.319.71 $,040.52 21,1m.24 cl [arnitge I'eyaAle this Fettr,te- (a) - (h) 329.074.49 95./70.M 424.844.56 "d) Sales Teo: B,IZ • a ls) N.OSL Y3 8,Ih5.66 16.223.f9 e) Narnt due this pet Late (c) 4 (d 351,132.42 101,91J.76 {61.068.15 p CMM) 1VtAL (a) { (d) 314.452,11 Im,91M1.2b 481.410.39 11ATF: TO: FINANCE DIRECTOR FROM: PUBLIC RORKS DIRECTOR SUBJECT: PROGRESS PAYMENT CONTRACTOR: R.L. Alia COIRpany ESTIMAI- _ CONTRACT NO. 040-85 PROJECT: Nonev Creek Phase II Sanitary Sewer Intercept(, 1. CONTRACTOR FARNINCS THIS ESTIMATE $ 149;226�i9 _ 1 0 9 970104 2. SAILS TAX Y 8.1 _ 12,OSI�i 14l6$-04 3. TOTAL CONTRACT AMOUNT 1111S ESTIMATE j i6i-;, ,6?-- tog, 914 11+ 4. EARNINGS PREVIOUSLY PAIL) CONTRACTOR S t",3IOrt6- '.'.z q;. J)V \(IT S. *EARNINGS WE CONTRACTOR THIS ESTIMATE j 141.,7y4,3j.. l5 1170 oT 6. SUBTOTAL - CONTRACTOR PAYMENTS f 4N Q74.4& h2 r.94.SG 7. RETAINAGE ON PREVIOUS EARNINGS f 9,858\44- A. •* RETAINAGE ON EARNINGS THIS ESTIMATE _ 7i69.4d- S,:>•f0.53 9. SUBTOTAL - RETAINAGE $ 10. SALES TAX PREVIOUSLY PAID j 4-k470,66 ",e57 93 11. SALES TAX WE THIS ESTIMATE _ -1,8i084.24 u3,(A6 12. SUBTOTAL - SAILS TAX j 18,"7.43 *(951 x Line 1) GRAND TOTAL j 3T4745Pa9— �•33,�2Y129 **RFTAINAGF: 5° FINANCE DEPARTMENT ACTION: PAYMENT TO CONTRACTOR (Lines 5 and 11): ACCT. A 421/000/015.596.38.65.19 S 153.851,59 / 4 ACCT. A S 0— ACC.. A $ A ACCT. 0 S A ACCT. / _ S_ RETAINED AMOUNT (Line 8): ACCT, A 421/000/0i5.596.38.65.19 j _ 7,461.2E A 4 ACCT. A S 0 ACCT. A 1 0- ACCT. A S ACCT. / CHARTER I18. LAWS OF 1965 TOTAL THIS ESTIMATE S -L6F•!}Lfr87� CITY OF RENTON CERTIFICATION R1UU1\. M\t M{ y11FMIJ WM yFl IU.1{1�p IM( {\MC41�bIM0 f.M y1M..nYplym y�L �S M{*{ *.{TMI M fWY Y* uil M NIO 1Yulp gIx41OM *p{{I{I M OM1 N AIOR NO WI 1IY If"A�, •.'.`MC I/O W1141n4f{M t411n L W qIW 8/29/85 TO: FINANCE DIRECTOR FROM: PUBLIC NORKS DIRECTOR SUBJECT: PROGRESS PAYMENT CONTRACTOR: R.L. Alia Company ESTIMATE N0, 3 CONTRACT NO. 040-85 PROJECT: Honey Creek Pha<p 11 _ Sanitary Sewer Interceptor I. CONTRACTOR EARNINGS T111S ESTIW,TF $ 149,225.60 2. SALES TAX a 8,1t; 12,087.27 3. TOTAL CONTRACT AMOUNT 1111S F:STIMATF. $ 161,312.81 4 EARNINGS PREVIOUSLY PAID CONTRACTOR $ '87,310.16 S. `EARNINGS DUE CONTRACTOR 1111S ESTIMATE S ]41.764.32 _ 6. SUBTOTAL - CONTRACTOR PAYMENTS S 329,074.48 7. RETAINAGE ON PREVIOUS EARNINGS S 9,858.44 B. " RETAINAGE ON EARNINGS TIIIS ESTIMATE _ 7,461.28 9, SUBTOTAL - RETAINAGE j 17,319.72 10. SALES TAX PREVIOUSLY PAID j 15,970.66 11. SALES 'IAX DUE 1111S ESITNAT'E 12,087.27 12. SUBTOTAL - SALES TAX $ 28,057.93 `(951 x Line 1) GRAND TOTAL S 37d-452.t3 "RETAI NAf,E: 5", FINANCE DEPARTMENT ACTION: PAYMENT TO CONTRACTOR (Lines 5 and 11): ACCT. tl 421/000/015.596.38.65.19 S 153,851.59 / 4 ACCT. / $ ACCT. S S , ACCT. / S ACCT. i S RETAINED AMOUNT (Lirs 8): ACCT, M 421/000/015.596.38.65.19 j 7,461.28 0 4 ACCT. t S ACCT, / S ACCT, / $ ACCT. / $ CHARTER IIS. LAWS OF 1986 TOTAL THIS ESTIMATE S 161,312. 87 CITY OF RENTON CERTIFICATION tax.n�i,uct�tto to uwo,ff1,M wu ttwx a M<MlttYy ,yM rty IUAMO. Mt NFSy tMt,ltO fl1 Plt IAtO.t1rOAli N rprf0 wnec.us w, M cur a• xp, out wn awe n`� ut,n..a1 <wa, n,t t>n r tt•Irtvt we wr,rt � V �' curt' OF RENTOiA • DEPARTMENT OF WGINEERING MUNICIPAL BUILDING, 200 MILL AVE SOUTH, RENTON, K•A 518O55e235-2531 Noney CreM Pnase I I PROJECT e.vie.ry x..�r inter eotnr _ PROGRESS PAYMENT ESTIMATE NO 3__ :or tt No. 040-85 _-_ Comracto. R. L. Alin Commany _ Cioa, Dale 7 7 5_ 'ro 71 /8_ Shoat lot3 Iter, Eat PREVIOUS TOTAL THIS ESTIMATE TOTAL TO DATE No. Deac riplion Unit Und P.,p QtY. Qty. Anqunl Qty Amount QIy Amount 1 Mobilization LS 47,357.D0 1 100% 47,357.00 01 0.00 1OD% 47,357.00 2 Clearin5 and Grubbing LS )2,500.30 1 90% 29,250.00 10% 3,250.00 100% 32,500.00 3 Tiber Salvage LF 1.00 l,ODO 4 Access Road IF 22.07 3,760 IBM 41,491.50 0 0.00 1880 41,491.60 5 OW Culverts LS 4,500.00 1 0 0.00 75% 3,375.00 75% 3,375.00 6 18" CMP Culvert LS 8.700.00 1 90% 7.830.00 0 0.00 901 7,83D.00 7 Crushed Rock SY ''.00 CSO 0 0.D0 239 717.00 239 717.00 8 Temporary Patch SY 3.00 VO 9 Asphalt Concrete Pavement SY 15.00 650 0 0.00 239 3,585.00 239 3,585.00 10 Portland Ceneat Concrete SY 30.00 10 11 Bankrun Gravel TOM 3.00 I,000 0 0.00 1430 4,290.00 1430 4,290.00 12 Slope Rocking Cy 20.00 1,500 13 Beddinq (Type 11) LF 3.00 300 0 0.00 154 467.00 154 462.00 14 Bedding (Type 111) LF 0.50 5,100 32(10 1,60C.00 1718 859.00 4918 2,459.00 IS Scour Protection Rock IF 12.N' 1.800 0 0.00 1430 18,018.00 1430IP,018.00 16A 12" Setter Pipe Li 30.00 300 16B B" Sewer LF 30.00 307 0 I 0.00 154 4,620.00 154 4,620.00 IIA OverFlw Structure LS 2,500.00 1 178 Interceptor Cut In LS I.DOO.00 1 0 0.00 100% 11000.00 100% I,OW.00 18 M.H. No. 3 LS 1,250.00 1 19 M.X. Type 1-48" EA I,On0.DO 4 1 1,OOO.D0 2 2,OOO.D0 3 3,000.D0 k0 Existing M.H. Depth VF -00.00 22 21 8" Drop Conrection YF 70.00 10 22 i2" Or, Sewer Plpr LF 14,20 S,IDO 3200 45,440.00 1788 25,389.60 4989 70,829 60 23A .2" Cleanout EA 2,D00.00 IS 8 16.In00.DO 4 8,000.00 12 24,OOO.00 23B B" Cleanout EA 875.00 3 2 1,750.00 1 875.00 3 2.625.00 24 12" Cleanout Apron EA 478.00 11 25 Service Tees EA 35'.1.00 9 0 0.00 10 3,500.00 10 3,500.00 26 6" or 8" Serv. laterals LF 50.00 350 100 5.000.00 287 14,3SO.D0 387 19.350.00 27 Television Monitoring LF 0.20 51100 28 Spawning Gravel TON 15.00 1,000 0 n.00 925 13,875.00 925 13.875.00 29 Gabions CY 100.00 450 0 0.00 234 23,400.00 234 23,400.00 30 Subdrain LF 6.00 1,DD0 0 0.00 1210 7,260.00 1210 7,260.00 31 30" Horizontal Well Point EA 100.00 40 4 400.00 0 0.00 4 400.00 32 Horizontal Well Point Extension LF 2.00 600 25 50.00 0 0.00 25 SO M 33 l2" Culvert LF 40.00 300 0 0.00 260 10.400.00 260 10,400.00 34 Bridge Structure EA 4,000.00 2 35 Bridge Extra Span LF I00,D0 20 36A 4' Chain Link Fence EA 1,000.Dn 2 368 Chain Link Fence LS S,DOO.DO I 37 Spring Head Drain EA 400.00 6 38 4' Willow Starts EA 1.15 0,000 39 Finishing and Cleanup LF 2.00 5,400 Change Orders GRAND TOTAL S197.168.60 149,225.60 346,394.20 i 4) Subtotal $197.168.60 149,225.60 346,394.20 Ill Retainage: 5% x (a) 9^11.43 7,461.28 17,319.71 t) Earnings Payable this Estimate - 197,310.17 141,764.32 329,074.49 (a) - !b) III Sales Tax-. 8.1% x (a) 15,970.66 12,087.27 78,051.93 e) Mount due this estivate (c) 6 (d 203,280.83 153.851.59 357.132.42 F) GRAND TOTAL (a) 6 (d) 213.139.26 161.312.87 374,452.13 i Y�s t CITY OF RENTON • DEPARTMENT OF ENGINEERING • J • MUNICIPAL BUILDING. 200 MILL AVE, SOUTH, RENTON, WA 98055. 235-2631 l Honey Creek - Phase 11 PROJECT Sanitary Sewer Interceptor PROGRESS PAYMENT ESTIMATE NO. 2 8 785 ;ontract No. 040-85 Contractor R. L. Al is Company__ Closing pate ___ Sheet-L of Hen, Eat PREVIOUS TOTAL _THIS ESTIMATE TOTAL TO DATE Description Ur-.t Unit Price NO. Qty Q mWi. Qty Amnur ty Amount Qty Apt 1 Mobilization LS 47.357.00 1 50/ 23,678.50 50A 23,678.50 10(Y1 47,357.00 2 Clearing and Grubbing LS 32,500.00 1 90Z. 29,250.00 0 0.00 90% -9,250,00 3 Timber Salvage LF 1.00 1,000 4 Access Road LF 22.07 3,760 0 0.00 1,880 41.491.60 1,880 41.491.60 5 CMP Culverts LS 4,500.00 1 6 18" CMP Culvert LS 8,700.00 1 90% 7,830.00 0 0.00 90% 7.830.00 1 Crushed Rock SY 3.00 610 8 Temporary Patch SY 3.00 650 j 9 asphalt Concrete Pavement SY 15.00 650 10 Portland Cement Concrete SY 30.00 10 1 11 Bankrun Gravel TON 3.00 1,000 Slope Rocking CY 20.00 1,500 Bedding (Type 11) IF .3.00 300 Bedding (Type 111) LF 0.50 5,100 I 0 0.00 3,260 1,600.00 3,200 1,600.00 15 Scour Protection Rock LF 12.60 1.800 16A 12" Sewer Pipe L° 30.00 300 j 168 8" Sewer LF 30.00 307 I7A Overflow Structure LS 2,500.00 1 US Interceptor Cut. In LS 1,000.00 1 18 M.N. No. 3 LS 1.250.00 1 19 M.H. Type 1-48" EA 1,000.00 4 I I 1.000.00 0 0.00 1 1,000.00 20 Existing M.H. Depth VF 100.00 22 21 8" Drcp Connection vF 70.00 10 j 22 12" Curv. Sewer Pipe LF 14.20 S,1DO 0 0.00 3,200 45,440.00 ,200 45,440.00 23A 12" Cleanout EA 2,000.00 15 0 0.00 8 16,000.00 8 16,000.00 738 8" Cleanout EA 875.00 3 2 1,/50.00 0 I 0.00 2 1.750.00 24 12" Cleanout Apron EA 478.00 11 25 Service Tee% EA 350.00 9 26 6" or 8" Serv. Laterals LF 50.00 350 100 I 5,000,00 0 0.00 100 5,000.00 '7 Television Monitoring LF 0.20 5.100 28 Spawning Grave) TON 15.00 1,000 29 Gabions tY 100.00 450 30 Subdrain LF 6.00 1,000 j I 31 30" Horizontal Well Point EA 100.00 ) 401 q 1 40u.00 j 0 I 0.00 a 400.00 Her imntal well :oint [� Lensloa LF 2.0') 600 25 50.00 0 0,00 ! 15 50.00 33 12" Culvert LF 40.00 300 A Bridge Structure EA ( 4,000.00 I 2 35 Bridge Extra Span LF ;CO 00 20 36A 4' Chain Link Fence EA 1,000.00 I 2 368 Chain Link Fence LS 5,000.00 - 1 37 Spring Head Drain EA 400.00 6 38 4' Willow Starts EA 1.15 0,000 19 Finishing and Cleanup LF ..90 5,400 Change Orders 1 I GRAND TOTAL $ 68,958,50 S 128,210.10 147,168.60 I ' j (a) TOTAL 68.958.50 178.210.10 197.168.60 (h) RETAINAGE: 5% x (a) 3,447.13 6,410.51 9.858.44 (c) EARNINGS PAYABLE THIS ESTIMATE (a b) 65,510.57 121.799.59 187,310.16 (d) SALES TAX 8.1% x (a) 5,585.64 10,385.02 15.970.66 (e) AMOUNT DUE 1HIS ESTIMATE (c + d) 71,096.21 132.184.61 203,280.82 (F) GRAND TOTAL (a+ d) 74.544.14 138,595.12 213.139.26 • [/J CITY OF RENTON DEPARTMENT OF ENGINEERING • -7r • MUNICIPAL BUILDING. 200 MILL AVE SOUTH, RENTON, WA 98055. 235-2631 irk, lC Honey Creek - Phase I! NCL PROJECT :anitary Sewer In r otor PROGRESS PAYMENT ESTIMATE NO85 2 81 �ntract No. 040-85 Contractor R. L Alia Company _ Gos,ng Date_ _._ Shee•-L of It Est PREVIOUS TOTAL TV ISESTIMATE TOTAL TO DATE No Description Vnrt lJnit Pr,ce Qty Qty I Amount Oty Amount Oty. Amount 1 Mobilization LS 47.357.00 1 50% 23,676.50 so, 23,678,50 100% 47,157.00 2 Clearing and Grubbing LS 32,500.00 1 90/. 29,250.00 0 O,SO 90% 29,250.00 3 Timber _.lvage LF 1.00 1,000 4 Access Road LF 22.07 3,760 0 0.00 11,880 1 .11.491.60 1,880 41.491.,,0 5 DIP Culverts LS 4,500.00 1 I 1 1 6 18" CMP Culvert LS 8,700.00 1 90'7. 71810.00 i 0 i 0,00 90% 7,830.00 7 Crushed Rock SY 3.00 650 8 Temporary Patch SY 3.00 650 I 9 ,;phall. Concrete Pavement SY 15.00 650 10 Portland Cement Concrete SY 30.00 1 10 11 Bankrun Gravel TON 3.00 i,000 j Slope Rocking CY 20.r0 1,500 Bedding (Type 11) LF 3.00 300 14 Bedding (Type 111) LF 0.50 5,1DO 0 ujo 3,200 1,600.00 ,200 1.600.00 15 Scour Protection Rock LF 12.60 1,800 1 16A 12" Sewer Pipe LF 30.D0 300 168 8" Sewer LF 30.00 307 17A Uverflow Structure LS 2,500.00 1 17B Interceptor Cut In LS 1,000.00 1 I 18 M.H. No. 3 LS 1,250.00 1 19 M.H. Type 1-48" EA 1,000.00 4 I I I,0�0. 0 0.00 1 1,000.00 20 Existing M.H. Depth VF 100.00 22 21 8" Drop Connection VF 70.00 10 22 12" Curv. Sewer Pipe LF 14.20 5,100 0 I 0,00 b,200 1 45 440.00 [1,200 45,440.00 23A 12" Cleanout ' LA 2,000.00 15 0 O, A 8 16:000.00 I 16,000.00 23B 8" Cleanout EA 875.00 3 2 1,750,J0 0 i 0,00 2 1,750.00 24 12" Cleanout Apron EA 478.00 11 1 '5 Service Tees EA 350.00 9 j I 1 ?6 6" or 8" Serv. Laterals LF 5G.00 350 100 5,000.00 0 I 0,00 100 5.000.00 '7 Television Monitoring LF 0.20 5,100 ?8 Spawning Gravel TON 15.00 1,000 29 Gabions CY 100.00 450 30 Subdrain LF 6.00 1,GOO 31 30" Horizontal Well Point EA 100.DO 4L 4 400.00 1 0 11 0,00 . 4 400.00 is liu, icuntai :fell ruiut Ex Lenslon Lr Z.00 666 I 25 50.00 I 0 1 0,00 25 50.00 33 12" Culvert LF I 40.00 300 34 Bridge Structure EA 4,000.00 2 35 Bridge Extra Span LF 100.D0 20 36A 4' Chain Link Fence EA 1,000.00 2 I 360 Chain Link Fence LS 5,000.00 1 37 Spring Head Drain , EA 400.00 6 38 4' Willow Starts IEA 1,15 0,000 39 Finishing and Cleanup ILF 2.00 5,400 Change Orders I I I I GRAND TOTAL 5 68,958.50 128,21U.VO 197,168.60 I i I • i 1 DATE: August 2, 1985 TO: FINANCE DIRECTOR FROM: PUBLIC WORKS DIRECTOR SUBJECT: PROGRESS PAYMENT CONTRACTOR:_ R.L. Alia Con"ny ESTIMATE NO, 2 CONTRACT NO. 040-85 PROJECT: Honer Creek Phase 11 Sanitary Sewer Inc I. CONTRACTOR EARNINGS THIS ESTIMATE S 128,210.10 2. SALES TAX a g,iq 10,38' _ 3. ,OTAL C70NI'RACT AMOUN'i 1111S ESTIMATE A. EARNINGS PREVIOUSLY PAID CONTRACTOR $ 65,510.37 _ S. `EARNINGS DIME CONTRACTOR THIS ESTIMATE S 121,799.59 6. SUBTOTAL - CONTRACTOR PAYMENTS S_ 187,310.16 7. RDTAINAGE ON PREVIOUS EARNINGS $ 3,447.93 S. *• RETAINAGE (N1 EARNINGS THIS ESTIMATE 6,410.51 9. SUBTOTAL - RETAINACE $ 9,858.41 10. SALES TAX PREVIOUSLY PAID $ 5,585.64 11. SALES TAX DUE THIS ESTIMATE _10,38l..0, 12' SUBTOTAL - SALES TAX $ 15,970.66 `(95i: a Line 1) GRAND TOTAL $ 213,139.26 "RETAINAGE: 9" .o FINANCE DEPARTMENT ACTION: PAYMENT TO CONTRACTOR (Lines 5 and 11): ACCT. / 42]/DOO/15.596.38.65.19 S 172,1h5.S1 i ACCT. / 2_ — ACCT. / ACCT, / $ — ACCT. f S /_ RETAINED AMDUNT (Line 8): S /— ACCT. / 421/000/15.596.38.65.19 S 6,410.51 / 2 ACCT. / S / ACCT. / — ACCT. / S / ACCT. f -- - S / CHARTER 11 A. LAWS OF 1988 TOTAL THIS ESTIMATE $ 138,595.12 CITY OF RENTON CERTIFICATION wt u,ot++vs W anu,llA ~,Ywer a,Mary w, 1W ,rrtiW,! wN Yty IlN1Y�,W N1MCY R,i/MO C!1,y,W,V gNptyp y a� W!(1 Yi lw, !MI PAY r t L!, M W)UMdO �F11•,L'M YYM,t� 1„1 OM1 p rnpll W),��.�T.Yt�,�/W��7�. AV�ro Y Y,MInfA,t MP Cam,p/�` [' C CITY OF RENT • ( 9 p • MUNICIPAL BUILDING. 200 M'LL DEPARTMENT M R NTO , WA 960-55 E 38 2831 )wnly Creek - phase it PROJECT SanlGry �. - Intercept, PROGRESS PAYMENT ESTIMATEE tTi9p 1 'untroct Na.. 040-esAlto _ Cani.NciDr R. L. CMOyCl09mQ Dale- lien -� ._ ----_ Dwcrl lien Esl PREVIOUS TOTAL THIS No. 0 Vn1i Unil P,,ce kSTIMATE TOTAL TO DATA 500. City A' l Q'y Am j Qiy Anw," 1 Mobilization LS 47.357.00 1 50T, 23,6/8.50 SOB 27,618.50 1 7 Clearing and Grubbing LS 32,500,00 I 9O6 23.670.50 0 8. not 47,351.00 3 Timber Selvage LF 1.00 1 000 00 90)1 29,25D,00 4 Access Road LF 22.07 3,760 0 11 5 CMP Culverts IS 4,500.00 1 0.00 1,88D 41.491.60 1,880 41,491,60 18" CMP •invert l3 ' Crushed Rock IS 3 00 F�1 90% 1,830.00 0 0.00 90% 7.830.00 R tenporary ratch SY 3.DO 650 9 Asphalt Concrete Pavement SO 15.00 6% 10 Portla"d cement Concrete Sy 11 Benkrvn Gravel Tory I �3.00 1,000.00 Slop. Rctkirg CY 20.00 1,500 11 11 Bwddinq 7Type III LF 3.00 300 'eidl" (type 111) LF 0.50 5,]00 0 IS , IC our Protection Rock IF 12.60 I,800 0.00 I3,200 1.600.00 ,200 1,600,DD I6A 12" Seder Vie LF 30.DO 3DD 168 8" Seder LF 30.00 307 IIA OverRar Structure LS l5 20 OD.,S 0 ' 17B Interceptor Cut in . 00. 0 IB N.N. No. 3 LS 1.2SO.00 I 19 N.H. Type I-48" FA 1.000.00 4 20 Existing Depth OF :00.00 22 I LOGO.00 D 0.00 I I,D00,00 21 B" Drop Co.' •Vtion vi 70.00 l0 '.2 12" Curv. Seder pipe LF 70.00 5,)10 23A 12" Cleenout EA I,014.20 IS I 0 DAD 3,200 45,"O.Op ,200 45,44C,00 13B B' C1lanout EA BI5.00 3 D 0.00 8 I6,000 AO B 16,000.00 24 12" Clear tut Apron FA 478.00 li 2 L150,00 0 0,00 2 1,150.00 25 Service Tees EA 350.DO g 26 6" 01 8 Serv, Laterals 1, 50.00 350 li Television Mnnitiring LF 0.20.20 5,100 100 S,000,OV 0 I 0.00 too S.000.00 29 SDavnln9 Gravel 29 6ablons 15.00 I.nDO 30 Subdrain CY 100.00 450 3) 10" Horizontal I7a11 Point IF EA 6.00 I.ODO li Hutizintai Well :ulnt Es tens) l 100.00 40 4 400.00 I 0 0.00 1 450.00 IF 2.00 6J0 13 12" Culvert 34 F 40.00 75 50 B .00 0 0,00 75 50.00 ridge Structure EA 4,000,00 2 is Brld9e Extra Span IF 1DO.00 20 3eA 4' [Aa In Link Fence EA 1.100.00 2 366 Chain Link Fence LS 51000,00 1 37 Spring Head Drain EA 4DD,OO 6 1R 4• Willow Starts EA 1.15 MTN) 39 Finishing and Clear,, IF 2.00 5,4cD Change Order, GRAND TOTAL $ 0,958.50 IZ8,210.10 197,168.60 (a) TOTAL Ib) REIAINAGE: Tt 68.958.SO 778,210.10 19711M.60 x (a) 6,/t0.51 (c) FANNING$ PAYABLE THIS ESTIMATE (a 6) 9.858.44 65,510.57 121,799.S9 187,310.16 (d) SALES TO 8,12 x (a) 5.585.64 10,38S.02 (e) AT"TRY On! "IS ESTIMATE n5.970.66 (`� d) 71,096.21 13I,18/.61 203,780.87 (() PIANO MAL (a♦ d) 74.544.14 138,595.12 213,139.26 I A DATE: July 17, 1985 TO: FINANCE DIRECTOR FROM: PUBLIC. WORKS DIRECTOR SUBJECT: PROGRESS PAYMENT CONTRACTOR: R.L. Alia Company ESTIMATE NO. 1 CONTRACT NO. 04U-85 PROJECT: Honey Creek Pha5e II Sanitary Sewer Interceptor 1. CONTRA(-MR EARNINGS 1111S ESTIMATE $ 68,958.50 2. SALES TAX B 8.1% 5,585.64 3. TOTAL CONTRACT AMOUNT THIS LDIIMATE $ 74,544.14 4. EARNINGS PREVIOUSLY PAID CONTRACTOR $ 0.00 S. *EARNINGS DUE CONTRACTOR THIS ESTIMATE $ 65,510.57 6, SUBTOTAL - CONTRACTOR PAYMENTS $ 65,510.57 7. RETAINAGE ON PREVIOUS EARNINGS f 0.00 8. •• RETAINAGE ON EARNINGS THIS ESTIMATE 3,447.93 9, SUBTOTAL - RETAINAGE f 3,447.93 10. SALES TAX PREVIOUSLY PAID $ 0.00 11, SALES TAX DUE TIIIS ESTIMATE 5,585.64 12. SUBTOTAL - SALES TAX f 5,585.64 •(95% x Line 1) GRAND TOTAL S 74,54� 14 "RETAINAGE! 5" FINANCE DEPARTMENT ACTION: PAYMENT TO CONTRACTOR (Lines 5 and 11): ACCT. / 421/000/15.596.38.65.19 S 71 ,096.21 / 1 ACCT. A f S ACCT. S f I ACCT. t f / ACCT. I S S RETAINED AMOUNT (Line 8): ACCT. If 421/000/15.596.38.65.19 f 3,447.93 1 1 ACCT. A f /_ ACCT. f $ ACCT. 0 f ACCT. / $ CHARTER 11A. LAWS OF 1966 TOTAL THIS ESTIMATE S 74,544.14 CITY OF RENTON CERTIFICATION , er uMWt ro..WWI 11+ ~0 rwrn a I'1lMw, 1,UI IM WIWI 2 WM MM IVIII�M10 Mf {flMRY MOIMO f111M Iv�Y OA o MI.UI.MIS 1.1i,1 M C•AY II A MT Y• " I O�1WlIpM Ww,{, M On w mom�"A I w N YIIM01�1p Yla�I11H,/MC�I A 41A�auir , CITY OF RENTOV • DEPARTMENT OAGINEERING • • MUNICIPAL BUILDING, 200 MILL AJE SUVTN. RENTON. WA 98055.235-2631 Noney Creek - 'hase I I PROJECT �ni arr er_jyAraDW__ PROGRESS PAYMENT ESttMA E NO Jontract No. 040-85 Contractor_ R. k, Aliaj_oTp_an: CloanO Fbty J11�BS�St.eet-Lot-L Ixr on Vert Ums P,Ice Est PREVIOUS TOTAL TOS ESTIMAI2 TOTAL TO DATE Np ONcnph �s Qiv Qvy An.ounI OtY Anrpv, Qtr 4ngwnM Clearing Non LS 47.357.00 1 0 0.00 WL 23.678.50 sot 27,678.50 Clearing Saldalvage Grubbing LS 32.SM.00 I 0 timber 5alveye Lf 0100 1 90% 29,250.00 901 29,250.00 I Access Rnad LQD 1,000 0 O.w 0 0.00 0 0.00 CHPL( 2Z.07 31760 0 0.00 0 0.00 I 0 0.D0 18" Culverts tS /,SM.00 1 0 0.00 6 I8° LMP Culvert 0 0,00 0 000 7 CrusDed Rock LS 8,700.(p 1 0 SY 0.00 "It I'M.00 i 909 7.830.00 temporary Patch 3,00 6SO 0 0.00 0 0,00 0 0.00 D ) 3.DO 650 0 0.00 0 0 00 ( 0 0.00 ve 9 Asphalt Concrete vament SY 15,00 650 0 0 10 Portland Ceaent Concrete SY l0.pp 10 0 0.000 0.00 0 0.00 11 Bankrun Gravel TON ] 00 1 Opp 0 0 0.00 0 0.00 12 Slope Rocking 0.00 0 0.00 0 0.00 CY �, U Beddin9 (Type 1:) 00 I,S00 0 O.DO 0 0.00 0 0.(IO Id Bedding (Type 111) LF 3.00 5,100 0 0.00 0 I 0.DO I 0 0.00 i5 Scour Pro•ection Rock LF 12 60 1.900 j 0:00 0 0.00 0 0.00 I6A 12° Sewer Pipe LE 70,E 300 0 0.00 0 0.00 IGB 8° Sewer LF 30.00 307 0 I 0.00 0 0.00 0 I 0.00 I7A Overflow Structure LS 2,500.00 0 1 O.DO 0 0.00 0 0.00 178 Interceptor Cut In 1 0 0.00 0 0.00 I 0 0.00 18 M.N. Ib. 3 LS 1.250.DD 1 0 0.00 0 0.00 I 0 0,00 19 M.N. Type 1•48" 0 0.00 0 0.00 0 0.00 Existing M.N. Depth �� 1,000.00 a 0 0.DO 1 I1000.00 1 1n000.00 'I 8'• Drop Connection 170.00 22 0 0.00 Y! 70.00 10 0 0.00 0 O.w '2 12" cure. saver Pipe Lr 1a.20 5,100 0 0.00 0 I 0.00 0 0.00 'SA 12" Cleanout EA 2,000.00 15 D 0'DO 0 1 0.00 0 0.00 '39 8" tleanout EA 875.00 3 0 D.00 0 0.00 0 0.00 't I2" tleanout Apron EA {70.W ll 0 0.Do 2 1.750.00 2 1,750.00 Service tees LA J78.00 9 0 0.DO 0 0.00 0 0.00 ' 6" or 8" Serv. laterals L( W. ]SO 0 0.00 0 ! 0.00 0 0.00 'I Te levlston Muni tnA n9 Lr 0.20 51100 0 p.00 1 1000 ! 5.000D.00 1100 51000.DO '8 0.00 1 $rawn!n9 Gravel 0.DO '9 Gablons ION 15.00 1.ASO 0 0.00 0 0.00 0 I 0.00 Io 106.00 00p { Subdrari IF MOO 110W 0 0.00 0 0.00 0 0.00 1 Horizontal zontal Cal Well Point EA l00,00 {0 0 0.0(I 0 0.00 0 0.00 Nori tontal 4e11 Point Extent Von Li 50 DO 50 00 Z.00 Epp 0 0.00 { {60.00 I { A50.00 aA Bridge Culvert {0,00 0 i C.00 A Bridge Structure EA {1000.00 2 0 0.00 0 ! C00 0 0.00 IS Bridge Extra Span LE 0 0.00 0 0.00 0 0.00 IGA 1• Chain Link Fence EA 1,000.00 72 I 0 i 0.00 0 0.00 I 0 0.00 168 Chain Link Fence LE 5,W0.D0 1 I 0 0.00 0 0.00 0 0.00 37 Springy Head Drain EA I 400.00 6 0 0.00 0 0.00 0 0.00 IR {' Willow Starts EA 1.1S D'XO ( 0 I 0.06 0 am I 0 DAO'0 finishing and Cleanup LF 2,00 c 400 0 0.00 0 0.00 I 0 0.00 Change Orders 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 _0.00 GRAND TOTAL I 1 .958.50 II668.958.50 (a) DIAL (b) ETAIRAGE: St x (e) -68 IM•50 _68�_95B_50 (c) ARNIRGS PAYABLE THIS ESTIMATE (A)- (b) 1=.{7.93 (6) AUS TAX MY x (a) 65y5f0.57_ 8S 510.57 (e) NEW DOE THIS ESTIIMTE (c) (d) (F) MD TOTAL (a) a (d) 71a0%.2�-. 21 DWZI 7{ 5{1,14 74 S .q CITY OF RENTON • DEPARTMENT OF ENGINEERING a • MUNICIPAL BUILDING. 200 MILL AVE. SOUTH, RENTON. WA 96055* 235-263, rioney Creek - Phase II 1 PROJECT-Sanitary mower in tercep or _ PROGRESS PAYMENT ESTIMATE NO. 3 :ontract No. 040-85 Contractor R. L. Alia Company _ _ Cloamg Date=/17785 _ Sheat.L oft It Est PREVIOUS TOTAL THIS ESTIMATE TOTAL TO DATE DNo, aacripflon Un,t Unit Price QtY Qty Amount Qty Amount QiY. Amount I Mobilization LS 47,357.GO 1 I100 47,357.00 0% 0.00 109% 47,357.00 2 Clearing and Grubbing LS 32,500.00 1 9011 29,250.00 10% 3,250.00 1D0% 12.500.00 3 Timber salvage LF 1.00 1,ODO 4 Access Road LF 22.07 3,760 1880 41,491.60 0 0.00 1880 41,491.60 1 5 CMP Culverts LS 4,500.00 1 I 0 0.00 75% 3,375.00 75% 3,375.00 6 18" CMP Culvert LS 8,700.00 1 901, 7,830.00 I 0 0.D0 90% 7,830.00 7 Crushed Rock SY 3.DO 650 0 0.00 239 717.00 239 717.00 8 Temporary Patch SY 3.00 656 9 Asphalt Concrete Pavement SY 15.GO 650 0 0.Oo 239 3.585.00 239 3,5e5.00 10 Portland Ceme• Concrete SY 30.00 10 11 Bankrun Grav- TON 3.00 1,000 0 0.00 1430 4,290.00 1430 4,290.00 Slope Rocking CY 20.00 I1.500 Bedding (Type 11) LF 3.00 300 0 0.00 154 1 462.00 154 462.00 1 Bedding (Type III) LF 0.50 5,100 3200 1,600.00 1718 859.00 4918 2,459.00 15 Scour Protection Rock LF 12.60 1,800 0 0.00 1430 18,018.00 1430 18,018.00 16A 12" Sewer Pipe LF 30.00 300 16B 8" Sewer LF 30.00 307 0 0.00 154 4,620.00 154 4,620.00 17A Overflow Structure 1.3 2,500.00 1 I7B Interceptor Cut In LS 1,000.D0 1 0 0.00 I100% 1,000.00 100% 1,000.00 18 M.H. No. 3 LS I 1,250.00 1 19 M.H. Type 1-48" EA 1,000.00 4 1 1,000.00 I 2 2,000.00 3 3,000.00 20 Existing M.H. Depth VF 100.00 22 21 8" Drop Connection VF 70.00 10 22 12" Curv. Sewer Pipe LF 14.20 5,100 3200 45,440.00 1788 i 25,389.60 4988 70,829.60 23A 12" Cleanout EA 2,000.00 15 8 16,000.00 4 81000.DO 12 24,000.00 238 8" Li�anout EA 875.00 3 2 1,750.00 1 875.00 3 2,625.00 24 12" Cleanout Apron EA 476 00 11 25 Service Tees EA 350.00 9 0 0.00 10 3.500.00 10 3,500.00 1 26 6" or 8" Serv. Laterals LF 50.00 350 100 I 5,000.00 267 1 14,350.00 387 19,350.00 27 Television Monitoring LF 0.20 5,100 28 Spawning Gravel TON 15.00 1,000 0 0.00 925 13,875.00 925 13.875.00 29 Gabions CY 100.00 450 0 0.00 234 23,400.00 234 23,400.00 { 30 Subdrain LF 6.00 1,000 0 0.00 �1210 7,260.00 1210 7,260.00 31 30" Horizontal Well Point EA 100.00 40 4 400.00 j 0 j 0.00 4 400.00 32 Horizontal Well Point Extension LF 2.00 ( 60n I 25 50.00 0 0.00 25 50.00 33 12" Culvert LF 40 00 I 300 ! 0 I 0.00 260 I 10,400.00 260 10,400.00 34 Bridge Structure EA 4,000.00 2 I 35 Bridge Extra Span LF 100.00 20 36A 4' Chain Link Fence EA 1,000.00 2 36B Chain Link Fence LS I 5,000.00 1 t 37 Spring Head Drain EA 400.00 6 j 38 4' Willow Starts EA ' 1.15 5'000 39 Finishing and Cleanup LF � I Change Orders GRAND TOTAL I $197.168.60 149,225.60 346,394.?0 j (a• subtotal $197.168.60 I ($149,225.60 346,394.20 j(0 Retainage: Sm x (a) 9,858.43 ( 7,461.28 17,319.71 (c) Earnings Payable this Estimate - 187,310.17 141,764.32 329,074.49 (a) - (b) (d) Sales Tax: 8.1% x (a) 1 15,970.66 12,087.27 I 28.057.93 ± (e) Amount due this estimate (c) 8 (d 203,28'...83 153.851.59 357,132.42 .� (f) GRAND TOTAL (a) 8 (d) 213,139.26 161,312.87 374,452. 13 1 i f � � I c CITY OF RENTON • DEPARTMENT OF ENGINEERING • MUNICIPAL BUILDING. 200 MILL AVE SO' ITFI. RENTON, WA. 98055. 235-2631 �r�-■�,,.rl�� Honey Crcek - Phase 11 PROJECT tani any tnw�r In terceotor _ PROGRESS PAYMENT ESTIMATE NO..1- ,ontract No. 040-85 Contractor R. L. Alia Company ___ ___ Closing Date__7/11/85._ Sheet I o"._}_ It Est PREVIOUS TOTAL TF11S ESTIMATE TOTAL TO DATE �� De9C ription Un:t 'UnH Price Q,y Qly Amount Qly Amount Qly Amount Mobilization LS 47,357.00 1 0 0.00 SOX 23,678.50 50% 23,678.50 2 Clearing and Grubbing LS 32,500.00 1 0 9.00 90% 129.250.00 90% 29,250.00 3 Timber Salvage LF 1.DO 1.000 ! 0 0.00 U 0.00 0 0.00 Access Road LF 22.01 3,7u0 0 0.00 0 0.00 ! 0 0.00 CMP Culverts LS 4,500.'0 1 0 0.00 0 I 0.00 0 0.00 18" CMP Culvert LS 8,700.00 1 0 0.00 '0X ""0'00 90% 7.830.00 'rushed Rock SY 3.00 650 0 0.00 0 ! 0.00 0 0.00 Temporary Patch SY 3.00 650 0 ! 0.'00 0 I 0.00 0 0.00 Asphalt Concrete Pavement SY 15.00 650 0 0.00 0 0.00 0 0.00 10 Portland Cement Concrete SY 30.00 10 0 0.00 0 0.00 0 0.00 11 Bankrun Gravel TON 3.00 1,000 0 0.00 0 0.00 0 ! 0.00 Scope Rocking CY 20.00 1,500 0 0.00 0 0.00 0 ! 0.00 Bedding (Type 11) LF 3.00 300 0 I 0.00 0 0.00 ! 0 0.00 Bedding (Type III) LF 0.50 5,100 0 0.00 0 0.00 0 0.00 Scour Protection Rock LF 12.60 1,800 I 0 0.00 0 0.00 0 ! 0.00 ;bA 12" Sewer Pipe LF 30,00 300 0 0.00 0 0.00 0 0.00 16B 8" Sewer LF 30.00 307 0 0.00 0 0.00 0 C.00 17A Overflow Structure LS 2,500.00 1 0 0.00 0 0.00 0 0.00 178 Interceptor Cut In LS 1,000.00 1 0 0.00 0 0.00 0 0.00 18 'a.H. No. 3 LS I 1,250.00 1 0 0.00 0 ! 0.00 0 j 0.00 00. 19 M.H. Type 1-48" EA 1,000.00 4 0 0.00 1 1,000 1 1 1,000.00 20 Existing M.H. Depth VF 100.00 22 0 0.00 0 0.00 0 0.00 %1 8" Drop Connection VF 70.00 10 0 0.00 0 0.00 0 0.00 .'2 :2" Curv. Sewer Pipe ,LF 14.20 5,100 0 0.00 0 0.D0 ! 0 0.00 ?3A 12" Cleanout EA 2,000.00 15 0 0.00 0 0.00 0 0.00 138 8" Cleanout EA 875.00 3 i D 0.00 2 1.750.00 2 11,750.00 >4 12" Cleanout Apron EA 478.00 it 0 0.00 0 0.00 0 0.00 15 Service Tees EA 350.00 9 0 0.00 0 0.00 i 0 I 0.00 'r, 6" or 8" Serv. Lateral LF 50.00 350 0 0.00 100 5,000.00 100 51000.00 17 Television Monitoring LF ! 0.20 5,100 0 0,00 0 ! 0.00 0 0.00 "d Spawning Gravel TON 15.00 I,000 0 0.00 0 C.00 0 0.00 '9 0abions CY I 100,00 450 0 0.00 0 0.00 0 t! O.UO x3 Subdrain LF 6.00 1.000 n 0.00 0 0.00 0 1 0.00 i1 30" Horizontal Well Point EA 100.00 40 0 0.00 4 400.00 4 400.00 t Horizontal Well Point Extension LF 2.00 GO0 0 ! 0.00 25 50.00 25 50.00 13 12" Culvert LF 40.00 300 0 0.00 0 0.00 I 0 0.00 14 Bridge Structure EA ' 4,000.00 2 0 0.00 0 0.00 ! 0 ! 0.00 35 Bridge Extra Span LF I 100.00 20 I 0 0.00 0 0.00 0 1 0.00 36A 4' Chain Link Fence EA 1,000.00 2 0 0.00 0 0.00 I 0 0.00 36B Chain Link Fence LS 5,000.00 1 0 0.00 0 0.00 I 0 0.00 37 Spring Head Drain EA 400.00 6 0 0.00 0 0.00 0 0.00 1 38 4' Willow Starts EA 1.15 0,000 0 0.00 0 0.00 ! 0 i9 Finishing and Cleanup LF I 2.00 5,400 0 0 00 0 0-.00 0 0.00 Change Orders 0 II, 0.00 0 _ O.DO 0 0.00 GRAND TOTAL $68.958.50 W.958.50 I I (a) OTAL ',. _68,958_50 _ 68,958.50 (b) ETAINAGE: 5% x (a) _ 3,447.93 _ 3,447.93 (c) RNINGS PAYABLE THIS ESTIMATE (a)- (b) I I 65,510.57 65 510.51 (d) ALES TAX 8.1% x (a) 1,181,64 5 585.64 1 MOUNT DUE THIS ESTIMATE (c) + (d) 71,D96.21 I 71 096.21 ( RAND TOTAL (a) + (d) 74,544.14 '4 n44.14 Q'�17/0 CITE' OF RENTOA • • MUNICIPAL BUILDING 200 MILLAVE So rM RE TDN.OW�8055EERING �•'� Gooey Creek - Phase II 2352831 PROJECT ._. c.,l Vt th mtor P R_pp_hE95_PAYMENT ESTIMATE NO�onbmcl No 040-85 Ccnl,acto, . �,_ -L-Lq nY Cbsmp Due-J11J.'i- Stwt.l ot,j 4 No. Descnpt.on Est PREVIOUS TOTAL Una Uml Pace O L T/115 ESTIMATE TOTAL TO DATE 1 Mobilization QtY Qty Ampum City Amount City An+owst 2 Clearinq and Grubbing is LS 47,357.0000 1 M ICI OOS 47,357.DO01 3 Timber Salvage 902 29,250.00 O'00 1001 47.357.00 4 Access Road LF 1.00 1.00.1 31250.00 IOoi 37.500.00 5 CMP Culverts LF 22.07 3,760 IWO 6 18" CMP Culvert IS 4.500.fq 1 I 0 13'�0.00 7iS 0,00 IPIW 41,491.60 Sy 7.630.00 0 3,J15.00 7 Crlwhed Rork 8,700.00 1 90i 75% 3.375.00 A Temporary Patch 3.DD 650 0 I J.00 239 71�.D0 293L9 7.830.00 9 Asphalt Concrete pavement Sy I W 717.00 10 Portland Cement Concrete Sy 15.00 650 0 I 0.00 2)9 3,585,00 2 11 Bankrun Gravel Sy 30.00 10 39 3,585.00 13 SSl ope Ror`ing TON 3,00 1,000 0 1 29U 00 CY 20.00 1,500 0.00 1430 4,290.00 1430 I Bedding (type 11) �F 3,00 300 14 Bedding (Type 111) F 0.50 5,100 I3200 O.OD 154 462.00 154 462.00 15 Scour Protection Rock LF 1.600.00 1718 859.00 4918 16A 12" Sewar pipe 12'60 1.800 0 0.00 2,459,W 168 8" Sewer IF 30.00 I 3DID 1130 13,018.00 U.fl IB,O18.00 IM Overflow Structure LF 30,00 311 0 O.t30 154 4,620.00 178 Interceptor tut In LS 2.500.00 1 I i54 I 4,620.00 IB M,N. No. 3 LS 1,000,00 1 0 0.00 1005 19 M,H, Type I-48" LS 1,250.M 1,ODO.W EA 1 I 1005 1.000.00 2I Existing Connection Depth 1.0D0,00 4 1 I-Doo-00 2 21 8" Drop Conrre<tlon YF 100.00 22 2,Opp.On ) 3,OOp.N 22 1?" Curv. Sorel Pipe YF 70.00 10 238 12" Cleanout IF 00.00 5,115 7200 45'440.00 1788 25,389.60 4 238 8" Cleanout LA 2,000,00 989 70,829.60 24 12" Cleanwt EA 875.00 3 2 1,75p,00 1 8,000.00 12 24,000.00 25 Service Tees moron EA 478.00 11 1 875,00 3 2,525.00 26 6" or 8" Serv. Laterals EA 350,00 9 0 0.00 27 Television Monitoring LF 50.00 350 100 I 5,000.00 �� 3.500,00 10 3,500,00 28 Spawning Gravel 0.20 5,100 I4,350.00 387 19*350.00 29 Gabions Otl 15,00 I,DDO 0 0.00 425 30 Subdrain Cy 100,DO 4" 0 13,8)5.00 925 13,875.CJ 31 30" Horizontal well Point LF 6.00 1,000 0.0o 1234 2J,400.00 234 23,400,D0 32 Horizontal well point Extension LF 100,00 W 4 400.00 12100 7,260.E 1214 I 7,4W.F3 33 12" Culvert 2.00 I 50.00 0 4 600,00 34 Bridge Structure LF 40.00 MID 20 0.00 25 50,00 35 Bridge Extra Span EA 4 000.00 2 0.00 260 IO,IOO.Op 260 10.400.00 36A 4' Chain link Fence LF 100,00 20 368 Chain Link Fence EA 1,000.00 2 37 Spring Head Drain LS 5,000.00 1 38 4' 4;Ilaw Starts CA EA 100.00 6 79 Finishing and Cleanup LF L15 5 h , 00 i 2.00 1 ,400 Change Drders GRAND 70TAI. -- 197.168.60 149,225.60 348,394.20 a) Subtotal tI b) Retalnage: 5% x (a) $197.168.60 149.225.60 F346.394.20 c) Earn ings Payable this Estiwte - 9.858.43 7.461.28 I 17,319.7I (a) - III 187,310.10 141,764.32 329,074.49 III Sales Tax: 8.1% a (a) e) Amount due this estimate (c) 6 (d 15,970.66 12,087,27 28.057.93 Y) GRAND TOTAL (a) 6 (d) 203,280.83 153,851.59 357,131.43 213.139.26 161,312.6J i/k,45z.11 I t� � • rJ'' CITY OF REN"TON e DEPARTMEN"T MUNICIPAL t3U!LDING, OF ENGINEERING ' 041 MILL AVE. SOU P Iry REN TUN.- WA 9E3O55• Honey Crnek - Phase 11 235. 263-, ROJECT ontract No. 040-85 rani raLkqCMfEL10 S f.P.!-CQ➢1.9C__" PROGRES PAY MENT ESTIMATE NO.� Contractor R.�, Al is [ppanv It — Closwy pat,•_7/I7 8__ Sheet 2 �. No. Description Un-t Umt o,ce Est PRE VIrf• 'S TOTAL _-- O L THIS_ESTIMATE TOTAL T •1 Mobilization Qty. Qty tmount _ O OA?E Z Clearing and Grub^ing LS 47,357.00 oty AmO1i'� Q v LS 37.500.00 1 7ya G7,a/.r v :J ! '4^ro.,nt 3 Timber Salvage - LF I '-�tr`h n 6 00 47:4 4 Access Road 1.00 �Zr`JOO �•+ c.� 5 j L F 1,D00 :3 0.00 7c -'�,.. i 3,sa I CMP Culverts I 22.07 3,760 'S8o 4 �oZ co 7a 6 18" Clip Culvert LS 4.500.00 1 75ry �fF'../ea +Ii32.7Z 4;,4gr .raa 'i7✓,o 7n . 1 Crushed Rock LS I 8,700.00 1 n0 7 3 5' ' 257 , Ii ;�7 BZ9 d 8 Temporar P SY �,$3a.a<1 low I 8Z5 o0 4�' .. g Y a[ch ST 3,DO 650 Zsy j "'I7,00 2'! i I Io0'7. 6� Asphalt Concrete Pavement 3.00 650 Lo 873 0 ',lo '7 Or- 10 PorUund C 15.00 S5D Z33 i o 00 242 �1Zlo.auv�, �Ro If Concrete Sy I 3585,00 294 I 42 Lo it Bankrun Gravel 30.00 10 a ( 4'3GS+o. 12 Slope Rocking 7UN 3.00 1,000 14 a A o,ov o s?�o 7�/�yo 13 Bedding (Type 11) CT I 20.00 1,500 3, ZyO. c� C 14 LF o.00 aw IG� 9L4o., Bedding (Type 111) 3.00 300 t54 i152.9 I 22,IoS6 eo 11329 2L,l,S$ 15 Scour Protection Rock LF 0.50 5,100 6 'O4 ?t`( 843," 35 I tEA I 12" Sewer Pipe LF 12,60 1,800 ;43 L9 %1.00 CO II o..o g41So r 66 8" Sewer LF 30,00 300 8Cr8.cu� Z4,4 .. 9 ;_ A Overflow Structure LF 30.00 307 'r.'S4 1 O'Ge 32'i I O.0 1 13 118 LS I 1 46zo,°o O 't8''o.ov I 32rT ?4'7O.o, Interceptor Cut !n r 2,500.00 i;� M.M. No. 3 LS I I,O00.00 1 1 > O.co I 'To n I u.00 I154 Oro 1.250.00 , rao7o l000.w r O°I �sO,00 907° ILSO.°o I !3 I N.H. TYDe 1-48" LS 1 Li r 20 Existing M.N. Depth EA j 1,OOO,Op q l 3 -Z4,00 ooY. c•ca °v. I di 8" Drop Connection VF � I o.°a I !�' I OU.00 I 22 („y i 3aoo 00 /z Sa.°., I 22 12" Curv. Sewer Pipe �VF j 70.00 10 3.a" C� CS,oo ' 23A 12" Cleanout LF 14.20 5,110 D co 6a� p O I 236 8" Cleanout EA 2,000.00 4QTr I � $960 1 ! �'�'�` 00 6,i 05,1o7.csc. 24 12" Cleanout Apron EA ) 8I5.00 '3 i v 1 26�pr�pp� - �'"o [5 Service Tees EA I 875 00 I 11 I 26LS,o, i p I o.00 'Si 7O16ot�..G 1 IL J ?6 EA aJ 6" or 8" Serv. Laterals ' 350.W 9 !O I 39 a•w 6 ocs,t 5•G+ 77 Television g 00 6 ( O.op O o t© Monitorin ILF i ;0.00I 350 9 1, crn Spawning Gravel TON 15.00 1.000 gc r1�=�� I O i oU i 8$7 s9'6o Oo '9 Gabions !s" 3$75.ao' tU Subdrain C� 10 I gra0 234„ p,c�, D•oo v , Horizont%.t yell Point 6.00 ; 1,000 I Ls,,0 tW �5i I 138Tri, uo EA (ZIL1 '711nO.o0 20 ( Ir '+mental yel` Pc+.,t Ez[nnainn 100 00 � 40 4 IZo.Do -�iert E IF 2 00 Z 4w:,o �j LSo 7380,00 .14 BridgeLF I 40 00 600 r $ so ua �� 6.r 4 I 400co so 35 Structure 3C0 �ZstO -C oc Bridge Extra Span EA 4,000:00 2.3 4r o,10 ZS 35 4' Chain Link F LF , 200.p0 20 1 _`,',. 6.c.+ + O i © o� i4o 368 Chain Link Fence EA I + Tagy 37 1.000.00 2 I 47.c... I 4 Head Drain LS 5,OCvJ,00 25 G'c"4 0 yy 1 > O.c> G I 00, p • 38 4' ytllow Starts EA 400.00 I 6 °,` o „o %y Finishing and Cleanup �EA `. ' 1.16 �0,000 '� Q y LF 7,00I5,400 O G GW I Oi © r Change Orders " O.pp 1 p I 0 I O. -- GRAND TOTAL I I i I I I r I I i I i 1 � I I I I r • I I i i I i i I I i i ENDING OF FILE FILE � 96 Pay