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HomeMy WebLinkAboutWWP2701432(5) Phase II Pay Estimates S-29 BEGINNING OF FILE FILE TITLE �Fs PHfI 5 E � I For Use By City Clerk's Of,"ice Only AGENDA ITEM RENTON CITY COUNCIL MEETING SUBMITTING Dept./Div./Bd./Comm, PUBLIC WORKS/Utility Eng. For Agenda Of Staff Contact Richard 1 86 Meeting (late Houghton/Bob Bergstrom Name) - Agenda Status: SUBJECT: SANITARY SEWER PROJECT $-296 Consent HONFY CRF K INT RC PTOR PHASE II CAG 040-85 Public Hearing_ _Final Project Acceptance and Retainage Correspondence Ordinance/Resolution Release. _ Old Business Exhibits: (Legal Descr. , Maps, Etc. )Attach New Business Study cession A• Pay Estimate dA - Final ` Other B. C. Approval : j Legal Dept. .es No_ N/A COUNCIL ACTION RECOMMENDED: Approval of Finance Dept. Yes_ No N/A_ project final authorization and begin Other Clearance 30'dav lien period as of August 11,•_1986. � F1SAL IMPACT: _� Expenditure Required $ Amount $ Appropria,ion- Budgeted Transfer Required $ SUMMARY (Background Information, prior action and effect of implementation) i (Attach additional pages if necessary. ) The Department of Public Works recolmnends the project and final estimate be approved and the retainage of $30,120. 14 he released after 30 days if all taxes have been paid, and no liens have been filed. The project was completed July 31, 1986 and iccepted by the Department of Public j' Works. It is recommended that the City Council accept completion as of August 11, 1986. I PARTIES OF RECORD/INTERESTED CITIZENS TO dE CONTACTED: SUBMIT THIS COPY TO CITY CLERK SY _NOON ON THURSDAY WITH DOCUMENTATION. , 5-.?S h FL 325 Rev. 10/14/70 Contract No. C.A.G. NOTICE OF COMPLETION OF PUBLIC WORKS CONTRACT To: State of Washington Date: August 4, 1986 Excise Tax Division Audit Section .Tax Commission Olympia, WA 98504 Do Not Use From: City of Renton Assigned to: Finance Department Date Assigned: 200 Mill Avenue South g 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 II , 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 Bonding Company United Pacific Company Agent' s Address 'ederal Way Washington State Contract Amount $536,853.20 Amount Disbursed $621,077.26 Additions $ 65,549.57 Amount Retained $ 30,120. 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 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 6 CITY OF RENTON PUBLIC WORKS DEPARTMENT CONTRACT CIIANGE ORUER AGREEMENT CONTRACT Honey Creek Phase II Sanitary Sewer Interceptor CAG 040-85 _ CONTRACTOR - R. L. Alia, 9215 Martin Luther King -Way S. , Seattle, WA 98118 (722-4900) SUMMARY OF PROPOSED CHANGE Emergency Flood Repair - uwer channel FINAL REPAIR FORCE ACCOUNT: Labor $5,623.42 20% Overhead and Markup 1,124.F3 TOTAL LABOR $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 15% Overhead and Markup 790.74 TOTAL MISCELLANEOUS $6,062.74 TOTAL $30,023.70 8. 1% Sales Tax 2,431.92 GRAND TOTAL $32.455.62 All work, materials and measurements to be in accordance with the provisions of the Standard Specifications and Special Provisions for the type of construction involved. DRI9INAI: coNrRAi,T CURRENT coNTRACT— WET ci;ANCE E$IIMATEU Ct)fITRACT AMOUNT f $6110,520.87 I $30,023.70 w/o tax $640,544.5 ORDER l TO711ANGE $536, SIGNATURES: CONIRACTOR DATE PROJECT ENGINEER _ _ UATE APPROVEU BY _ DATE Pub is Works Director•) DATE: August 4, 1986 TO: FINANCE DIRECTOR FROM: PUBLIC WORKS DIRECTOR SUBJECT: PROGRESS PAYMENT CONTRACTOR: R. L. Alia Company ESTIMATE NO. 8 : Fina,— CONTRACT N0. 040-85 PROJECT: Honey Creek Phase II Sanitary Sewer Inter ,)r _ 1. CONTRACTOR EARNINGS TIIIS ESTIMATE $ 34.023.70 2. SALES TAX @ 8.197 — 2,753.92 3. TOTAL CONTRACT AMOUNT THIS ESTIMATE $ 36,779.62 4. EARNINGS PREVIOUSLY PAIN CO'•,'ACI'OR i 539,96w. 12 S. *EARNINGS DUE CONTRACTOR THIS ESTIMATE $ 32,382.51 _ 6. SUBTOTAL - CONTRACTOR PAYMENTS $ 572,282.64 7. RETAINAGE ON PREVIOUS EARNINGS $ 28,418.05 8. ** RETAINAGE. ON EARNINGS THIS ESTIMATE 170. 19 9, SURTO'I'AL - RETAINAGE $ 30,120. 14 10, SALES TAX PREVIOUSLY PAIL) $ 46,038.70 - 11. SALES TAX DUE TIIIS ESTIMATE — 2,755.92`i 12. SUBTOTAL - SALES TAX $_ 48,794.62 *(95% x Line 1 ) GRAND TOTAL $ 6111,197.39 =z-z **RETAINAGE: 5% FINANCE DEPARTMENT ACTIUN; PAYMENT TO CONTRACTOR (Lines 5 and I1) : ACCT. N 421/000/015.596.38.65.19 $ 35,076.43 8_Fin ACCT. N $ M_ ACCT. N $ N_ ACCT. 8 _ $ 8, ACCT. B $ RETAINED AMOUNT (Line 8) : ACCT. M 421/000/015.596.38.65. 19 $ 1,701. 19 08-Fina ACCT. A $ M_ ACCT. M _ $ ACCT. N $ A_ ACCT. M $ M� CHARTER 116. LAWS OF 1965 TOTAL THIS ESTIMATE $` 36 77y.62 CITY OF RENTON . DEPARTMENT OF ENGINEERING MUNICIPAL BUILDING. 200 MILL AVE. SOUTH. RENTON, WA. 980550235-2631 I Nnnry Creek - phase li PROJECT Sanitary Sewer Interceptor PROGRESS PAYMENT ESTIMATE NO. 8 - Final Contract No- 04U-95 Contractor R.L. Alta Company Closing Date, 7-31-86 _ Sheet I of� It Est, PREVIOUS TOTAL HIS ESTIMATE TOTAL TO DATE NO Description Unit Unit Price QIy --'- Qty Amount 14ty. Amount Qty Ar spool I Mnhii ix It l on IA I 47.357,OU I 100:- 47,357.00 100% 47,357.00 7 Clearing And Grubbing Is 32,50.110 I 100% 32,500.00 100% 32.500.00 i Timber salvage LF I.uo 1,000 1432 1,432.00 1432 1,432.00 4 Access Road LF 22,07 3.760 3760 82,9P3.20 3760 82,983.20 5 CRp Culverts LS n,SuO,un I 10D% "'0"00 106% 4,500.00 6 18" CHP Culvert LS 8.700,OU) 1 100. 8,700.00 100% 8,700.00 7 Crushed Rock Sy 3.00 650 530 11590.00 530 11590.00 R Temporary patch Sy 3,nO 650 295 885.00 295 885.00 9 Asphalt Concrete Pavrment Sy 15.00 650 530 7,950.00 i 530 7,950.00 to portend Cement Concrete Sy 30.00 10 11 Rankrun Gravel TON 3.00 11000 1828 5,484.00 1628 5,484.00 17 Slope Racking Cy 20.00 1.500 1418.9 28,378.00 1418.9 28,37P.00 11 Redding (Type 11) LF 3.00 300 435 1,305 00 435 1,305.00 Ili Redding (Type III) IF 0.50 5.100 14918 2,459.00 4918 2,459.00 IS Scour protection Rock LF 12.6U 1.800 1430 18,018.00 1430 18,018.00 ILA 12" Sewer Pipe I.F 30.00 300 329 9,870.00 329 9,870.00 16R 8" Sewer 1.17 30.00 307 154 4,620.90 154 4,620.00 17A Overflow Structure (.S 2.500.00 1 100% 2,500..4 100% 2,500.00 178 Interceptor Cot In I'S 11000.00 I 100% 1,00u)o 100% 1,000.00 IR M.I1. No, 3 Ls ).250.00 1 100% 1,250.09 100% 1,250.00 19 H.H. Type 1-48" FA I,oun,uo 4 6 6, 00.00 6 6,000.00 10 Existing n.u. nepill vF 100.00 22 13.3 1,330.00 )3.3 ),330.00 /I R" Drop Connection vt 70.00 10 8.1 567.00 8.1 567.00 22 12" Curv. Sewer Pipe LS 14.20 5,F00 4988 70,829.60 4988 70.829.60 2IA 12" Closeout FA 2,uU0.00 15 12 24,000.110 12 24,000.00 238 8" Closeout FA 875.00 3 3 2,625.00 3 2.625.00 A 12" Clennnut Apron EA 478.u0� 11 8 1,824.00 8 3,824.00 25 Service Tees F:A 350.nnI 9 10 3,500.00 10 3.500.00 26 6" nr 8" Serv. Laterals I.F 50.00 Isn 491 24,550.00 191 24,150,00 27 Television Monitoring LF 0.20 5,100 4988 997.60 4988 997.60 28 Spawning Gravel 1011 15.00 1,000 925 13,875.00 925 13,875.00 29 Cabinns CY 100.00 450 373 31,300.00 373 37,300.00 lU Subdrain I.F 6.00 1,000 1875 11,2E0.00 1875 11,250.00 31 10" Ilotixontnl Well point FA 100.00 40 4 400.00 4 400.00 32 Horizontal well Point Extension LF 2.00 600 25 50.00 25 50.00 33 12" Culvert LF 40.00 300 260 10,400.00 260 10,400.00 )4 Bridge Structure EA 4,000.00 2 3 12,000.00 3 12,000,00 ]5 Bridge Fxtrs Span LF 100.00 20 36A 4' Chain Link Fence EA I1000.00 2 360 Chain Link Fence LS 5.000.UO 1 37 Spring liead Drain FA 400.00 6 2 800.00 2 830.n0 38 4' will" Starts FA I.i5 10.000 600 690.00 600 6nU.00 39 Finishing and Cleanup LF 2.00 5,400 5471 10,942.00 5471 10.942.00 Change Orders 01 100% 1,231.54 1001 1,231.54 Change Order 02 100% 15,856.72 100% 15,856.72 Change Order 13 I 90% 33,533.03 10% 4,000 100% 17,533.03 Change Order 14 100% 8,297.62 -0- -0- 1001 8,297.62 Change Order /5 100% 10,748.76 -0- -0- 1007 10,748.76 Change Order 06 100% 30,023.70 1001 30,023.70 (e) 50 1,t0t91 568,379.07 34,023.70 602,402.77 (b) Retainage: 5% x 28,418.95 1,701.19 30,120.14 (c) Enrnlnes Payable this Estlmate- (a) - (b) 539.960.12 37,322,51 572,282.64 (d) Sales Tex: 8.1% a x (a) 46,038,70 2,755.92yy 48,794.62 re) Amount due this estimate (c) 6 (d 585,998.82 35,078.43 621,077.26 if) GRAND TOTAL (n) 6 (d) 614,417.77 36,779.62 651,197.39 I f For Use By City Clerk's Office Only AGENDA ITEM RENTON CITY COUNCIL MEETING aaaaa:a:zaaasa¢x:_zz_zxsaaasaaaaszaxazzzz_zza zaaza asarar_zzzazzzaa a,naza..�zaxxxaavzaaaaaazxz SUBMITTING Dept./Div./Bd./Comn.EL .kt �l yEny� For Agenda Of �? eG � h Meeting Date Staff Coo C;acrc °i 1� Na Agenda Status: SUBJECT: Ac4a0&1et }- Consent �c Jo-X — Sy�"�`'� ,�„ Public Hearing Correspondence L Ordinance/Resolution Old Business Exhibits: (Legal Descr. , Maps, Etc.)Attach New Business Study Session__ Other C . Approval : Legal Dept. Yes_ No N/A COUNCIL ACTION RECOMMENDED: ! t Finance kept. Yes_ No. N/A_ /t,--j 4,,4"It"A' ,y jX Other Clearance 1 3o -cp��� w�i�.J�.I R�1r1.. ,� FISCALFISCAL IMPA�LL: Expenditure Required $ Amount Appropriation- Budgeted $ Transfer Required SUMMARY (Background information, prior action and effect of implementation) (Attach additional pages if necessary,) r�. apw rt-e WrO r�,.1 cFl. ,Ac jia w��rorr ( df� /tJF�.�cje 30, rr(./o,k) a ti 20 des IE �� fares hovcl¢ew pa,'v d np Ae-s h am Se� -r 4d . 7AeP.j<J tr>, �,Y.rlah<l /� 3/J7- Ict2 Gcceywc-1 by /4 DNv -rl�c is u cclq cp,e4( cae�,� CirylG�i � PARTIES OF RECORD/INTERESTED CITIZENS TO BE CONTACTED: SUBMIT THIS COPY TO CITY CLERK BY NOON ON THURSDAY WI1H DOCUMENTATION. FL 325 Rev. 10/14/70 Contract No. C.A.G. NOTICE OF COMPLETION OF PUBLIC WORKS CONTRACT To: State of Washington Date: ' (yS7i—{t Excise Tax Division Audit Section .Tax Commission Olympia, WA 58504 Do Not Use From: City of Renton Assigned to: Finance Department 200 Mill Avenue South Date Assigned: Renton, WA 98055 F.W.G. Number: Date: Gentlemen: Notice is hereby given relative to the completion of contract or project described below: 4,y-.7 Cicc1C �atiu�w J Sie�� 1� aP{ . Pf mc� Description of Contract 0A6 . o4c)-85 Rd,. w OJACfC A C T. . Contractor's Name AI �� 4 � 0 Contractor's Address Date Work Commenced ,w...a'L ,1%s Date Work Completed j31S° 19EA Date Work Accepted: 4, f�fM�4G Surety or Bonding Company Ur+," Agent 's Address 9<.9 k' • w^s •�f �e� Contract Amount 53 f : aS3-P-*-0 Amount Disbursed G-r, Additions 65, 5ZI9.5:� Amount Retained -3 IZ,0 Sales Tax 48j 7924 &Z Total 65l 17 39 Total G-S 197 .511 By_ Disbursing Officer - Finance Director THREE COPIES OF THIS NOTICE MUST BE COMPLETED BY ThF DISBURSING OFFICER AND MAILED TO THE DEPARTMENT OF REVENUE AT OLYMPIA, '.JASHINGTON IMMEDIATELY AFTER ACCEPTANCE OF THE WORK DONE UNDER THIS CONTRACT. NO PAYMENTS SHALL BE MADE FROM RETAINED FUND UNTIL RECEIPT Or DEPARTMENT'S CERTIFICATE, AND THEN ONLY IN ACCORDANCE WITH SAID CERTIFICATE. cc: Department of Labor and Industries r� C.O. M w CITY OF RENTON PUBLIC WORKS DEPARTMENT CONTRACT CHANGE ORDER AGREEMENT • CONTRACT rl�v� l l�f i'�ok7T �c— CONTRACTOR tv" SUMMARY OF PROPOSED CHANGE 1yN:,,i i2�t /=y.Tcc Accaw7t i - 1 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. IGI1RAL C-NURAC1"�l1jREN1 CONTRACT^—US T1tT'TED NET CHA17'o ESTI ED CONTRACT- AMOUNT AMOUNT ! THIS ORDER 11OTAL AFTER CHANGE 30, SIGNATURES: CONTRACTOR _ DATE PROJECT ENGINEER DATE APPROVED BY DATE (Public Works Director. DATE: Apx{j_�, J9g6, TO: FINANCE DIRECT0.7 FROM: PUBLIC WORKS DIRECTOR SUBJECT: PROGRESS PAYMENT CONTRACTOR: R.L. Alia Company ESTIMATE NO. _S CONIRACT NO. 040-cl,5 PkOJECT: Honey Creek Phase II Sanitary Sever Interceptor 1. CONTRACTOR EARNINGS 111IS ESTIMATE. $ 52;579.4i ?+ 170 sq 2. SALES TAX @ g,11 4 25893 3. TOTAL CONTRACT AMOUNT 1111S ESTIMATE $ 56,838.34 3C; 999 42 4. EARNINGS PREVIOUSLY PAID CONTRACTOR $ 490,009.68 "1 460 .�2. S. *RARNINGS DUE CONTRACTOR TIIIS ESTIMATE $_48,950.44 5-2 3-&Z,51 6. SUBTOTAL - CONTRACTOR PAYMENTS $ 53gf960,1`2 S7ZIZPz 7, RETAINAGE ON 1111EVIOUS fiARNINGS $ -25,789.98 agAyf As, 8. ** RETAINAGE ON EARNINGS THIS ESTIMATE 2,628.97 I"7ol ,jQ 1,4 9• SUBTOTAL - RETAINAGE $ 28,418:95 5 n 12 0 10, SALES TAX PREVIOUSLY PAID $ 44 ±Z5:7-7 4G, o38.7n 11 . SALES 1AX DUE 1111S ESTIMATE 4278,g3 z 75j.92 12. SUBTOTAL - SALES TAX $ 46 038.70-_ 4 8,�94c2*(95% x Line 1) GRAND TOTAL $ 6-14,417.77 G Fl, 14} 39 **RETAINAGE: 5% s — FINANCE DEWTMENT ACTION: PAYMENT TO CONTRACTOR (Lines 5 and 11) : Ole 43 ACCT. N 421f000f016_596.38.65.19 ACCT. N54,2U9.37 E �p ACCT. N ACCT. N $ ki ACCT. NN— RETAINED AMOUNT (Line 8) : ` ACCT. N 421/000/015.596.38.65.19 17 O1 Iv n ACCT. N E N— ACCT. N E_ N� ACCT. N 4— #— ACCT. N CHARTER 116, LAWS OF 1?86 TOTAL THIS ESTIMATE E 564� _ CITY OF RENTON CERTIFICATION 1 nw 4MD Rsrk(o To MTAur clmn ~A nNury or '""AV, MAT M1 WYERIA(j MA,! U104 rU1MYMN. Me low"c 1 ACM01A(o CM MI MAOA n"*Nmto"DEMVs[D k"t". AND M1 l 14 011M M A ASS. *A W Wly O4U MN AOA&SI Mi CM Ot A@,M AID MAt 1 AM "MMM TO AN1161"Tj AID CMM 10 MD CLAY CITY OF RENTON • DEPARTMENT OF ENGINEERING, • • MUNICIPAL BUILDING. 200 MILL AVE. SOUTH, RENTON. WA. 96055. 235-2631 !, r Honey Creek - Phase If Y "f-:'J PROJECT sanitary Sever Interceptor PROGRESS PAYMENT ESTIMATE NO. J, Contract No. 041)-85 Contractor R.L. Alia Company i '4 '-86 1 1 Closing Oale�_ 3heet_ot_ Est ` PREVIOUS TOTAL THIS ESTIMATE TOTAL TO DATE I description i Unit Unit Price Qty. Qty I Amount Qty. Amount Qty. Arrqunt I Mnhi liz at ton I's 10,357.00 I 1001 47.357.00 100% 47,357.00 2 Clearing And Grubbing I'S 32.5u0.u0 I 100% 32,500.00 700% 32,500.00 3 Timber Salvage IX 1.00 1.000 1432 1,432.00 1432 1,432.00 4 Access Road LF 22.07 3,760 3760 82,983.20 I 3760 82,983.20 5 CMP Culverts LS 4.5u0.0 i 100% 4,500.00 100%1 41500.00 S 18" CHP Culvert LS 8,700,00 1 100% 8,700.00 1 100% 8,700,00 7 Crushed Rock Sy 3.00 650 530 1 ,590.00 530 1,590.00 8 Temporary Patch Sy 3.00 650 215 885.00 i I 295 885.00 9 Asphalt Concrete Para-ent Sy 15.00 650 530 7.950.00 530 7,950.00 t0 Porland Cement Concrete Sy 30.00 10 11 Bankrun Gravel TON 3.00 1.000 1828 5,484.00 1828 5,484.00 12 Slnpe Rocking Cy 20.00 1-500 1418.9 28,378.00 1418.9 28,378.00 13 Bedding (Type II) i.F 3,OC 300 435 1,305,00 435 1,305.00 14 Bedding (Type 1I1) LF 0.50 51100 4918 2,459.00 4919 2,459.00 15 Scour Protection Rock LF 12.60 1.800 1430 18,018.00 1430 18,018.00 164 12" Sever Pipe LF 30.00 300 329 9,870.00 329 9.870.00 168 8" Sever LF 30.00 307 154 4,620.00 154 4,620.00 17A Overflow Structure LS 2,500.00 1 100% 2,500.00 100% 2.500.00 17B Interceptor Cut In LS 11000.00 1 100% 1.000.00 100% 11633.10 18 M.H, No, 3 Ls 1,250.00 1 100% 1,250.00 100% 1,250.00 19 M.H. Type 1-48" EA 1,Duo.00 4 6 I 6,000.00 6 6,000.00 zo Existing M.H. Depth VF 100.00 22 13.3 1,330.00 13.3 1,330.00 u 8" Drop Connection VF 70.00 10 8.1 567.00 8.1 567.00 22 12" Curv. Sewer Pipe LS I4.20 5,100 4998 70,829.60 4988 70,829.60 23A 12" Cleanout EA 2,000,0C 15 )2 24,000.00 12 24.000.00 238 8" Clcanouc EA 875.00 3 3 2,625.00 3 2,625.00 24 12" Cleanout Apron FA 478.0 11 8 3,824.00 8 3,824.00 15 Servlce Tees vA 350.00 9 10 3,500.00 10 3,500.00 2b 6" or 8" Serv. Laterals LF 50.00 350 491 24,550.00 491 24,550.00 2- Television Monitoring LF 0.20 5,too 4988 997.60 4988 997.60 b Spawning Gravel TON 15.00 1.000 I 925 13.875.03 925 13,875.00 9 Gablons Cy 100.00 450 373 37,300.00 373 37,300.00 30 S,O drain LF 6.W 1,000 1875 11 ,250.00 1975 11,250.00 31 f: ' Horizontal Well Point FA 100.00 (10 4 400.00 4 400.00 32 Horizontal Well Pn1nt Extension LF 2.00 600 25 50.00 25 50.Out 33 12" Culvert LF 40.00 300 260 10,400.00 260 10,400.90 34 Bridge Structure EA 4,000.00 2 3 12,000.90 3 12,000.00 35 Bridge Extra Span LF 100,00 20 36A 4' Chain Link Fence FA 1.000.00 2 36B Chain Link Fence LS 5,000,00 1 37 Spring Head Drain EA 400.00 6 2 800.00 2 830.00 38 4' Willow Starts EA 1.15 10,000 600 690.00 600 690.00 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 p2 �o % 15,856.72 1" 4 w+^ 100% 15.856.72 Change Order N3-- b 35,553.C6 t001` :533.03- 1001 3}533.03 R Change Order 14 ---- -- *M o S,231.62 100% 8,297.62. a Order p5 (a5i> Chan -- �+T 22.V 1•`2- 9 T100%. 40,748.78 100% iG,748.76 w 7y ti.w C1...So. C?' ,fr r 160% 30,e13,X ato 30,0LS.7 oZ3.7O G0z f/o2.77 0) Subtotal 5 8 794.Fi67 fi W9.43 %9,379r09 ZQ,YIB•VS 1701.0 14 pp6,120. (b) Retainage: 5% x (a) 45;i'64:+l8 2-,bN8.41 26,418• (c) Earnings Payable this Estimate- I 579.460 .17- 32,327, S 1;-12 '06 ia) - (b) '690jew68 4919W-*4 539.960.12 4610yy.10 z,7S5 Z (d) Sales Tax: 8.I% * x (a) 44-711.F 41258.-93 46,U3t a6 S 85 q9?XX Is,olia.4 6ZI,673,7L (e) Amount due this estimate (c) 6 0 8 t;'y69? :RS' S6x2139:37 .8'rt 6:9, 417,71 3' 9 9.4 1 19�•3f (I) GRAND TOTAL (a) 6 (d) 1°�]".`J24:'QS 5(> .34 0"V7,7.1 r�.3 CITY OF RENTON • DEPARTMENT OF ENGINEERING • ^tr • MUNICIPAL BUILDING, 200 MILL AVE. SOUTH, RENTON, WA. 900559 235- 2631 �?•N�t honey Creek - Phase II PROJECT Sanitary Sewer intnrceptor PROGRESS PAYMENT ESTIMATE NO. 8 - Final Contract No. 04U-85 Contractor R.L. Alin Company _ Closing Date_7"31-86 Sheet_-of Itefr Description Unit Unit Price Est. PREVIOUS -TOTAL THIS ESTIMATE TOTAL TO DA No. Qty, Qty Arnount Qty. Amount Qly. 1 Amount I Mol,illzatIon LS 47, 357.00 I 11007 47,357.00 100% 47,357.00 2 Clenring And Grubbing' LS 32,5UO.UO 1 100'; 32,500.00 100% 32,500.00 3 Timber Snlvage LF 1 .U0 1 ,000 1432 1 ,432.00 1432 1 ,432.00 4 Access Road LF 22.07 3,760 3760 82,983.20 3760 82,983.20 5 clip Culverts LS 4,5UO.UO 1 100% 4,500.00 100% 4,500.00 6 18" CMP Culvert LS 8,700.00 1 100% 8,700.00 100% 8,700.00 7 Crushed Rock SY 3.00 650 530 1 ,590.00 530 1 ,590.00 8 Temporary Patch SY 3.00 650 295 885.00 295 885.00 9 Asphalt Concrete Pavement SY 15.00 650 530 7,550.00 530 7,950.00 10 Porland Cement Concrete SY 30.00 10 II Bnnkrun Gravel TON 3.00 1 ,000 1828 5,4134.00 1828 5,484.00 12 Slope Rocking CY 20.00 1,500 1418.9 28,378.09 1418.9 28,378.00 13 Redding (Type II) LF 3.00 300 435 1 ,305.00 435 1 ,305.00 14 Bedding (Type II1) LF 0.50 5.100 4918 2,459.00 4918 2,459.0 15 Scour Protection Rock LF 12.60 1,800 1430 18,01E 00 1430 18,01.8.00 16A 12" Sewer Pipe LF 30.00 300 329 9,870.00 329 9,870.00 16B 8" Sewer LF 30.00 307 154 4,620.00 154 4,620.00 17A overflow Structure LS 2,500.UO 1 100% 2,500.00 100% 2,500.00 I7B Interceptor Cut 7n LS 1,000.00 I 100% 1 ,000.00 100% 1 ,000.00 18 M.H. No. 3 Ls 1,250.00 1 100% 1 ,250.00 100% 1 ,250.00 19 M.H. Type 1-4e" EA I.000.U0 4 6 6,000.00 6 6,000.01) 20 Existing M.H. Depth VF 100.00 22 13.3 1 ,330.00 13.3 ' ,330.00 21 8" Drop Connection VF 70.00 10 8.1 567.00 3.1 567.00 22 12" Curv. Sewer Pipe is t4.20 5, 100 4988 70,829.60 4988 70,829.60 23A 12" Cleanout EA 2,V00.00 l5 12 24,000.00 12 24,000.00 238 8" Cleanout EA 815.00 3 3 2,625.00 3 2,625.00 24 12" Cleanout Apron EA 478.0 11 8 3 ,824.00 8 3,824.00 25 Service Tees EA 350.00 9 10 3,500.00 10 3,500.00 26 6" or 8" Serv. Laterals LF 50.00I 350 491 24 ,550.00 491 24,550.00 27 Television Monitoring LF 0.20 5,100 4988 997.60 4988 997.60 28 Spawning Gravel TON 15.00 1 ,000 925 13,875.00 925 13,875.00 29 Gabions Cy 100.00 450 373 37,300.00 373 37,300.00 30 Suhdr.1 LF 6.00 1,000 1875 11 ,250.00 1875 11 ,250.00 11 10" Horizontal Well Point FA 100.00 40 4400.00 4 400.00 32 Ilurizontnl Well Point Extension LF 2.00 600 25 50.00 25 50.00 33 12" Culvert LF 40.00 300 260 10,400.00 260 10,400.00 )(4 Bridge Structure FA 4,000.00 2 3 12,000.00 3 12,000.00 35 I Bridge Extra Span LF 100.00 20 36A 4' Chain Link Fence FA 1,000.00 2 368 Chain Link Fence I's 5,000.00 1 37 Spring Ilend Drain EA 400.00 6 2 800.00 I Z 800.00 38 4' Willow Stnrts EA 1. 15 10,000 600 690.00 600 69U.00 19 Finishing and Cleanup LF 2.00 5 400 5471 10,942.00 5471I 10,942.00 Change_ Orders M1 1001, 1 ,231 .54 100% 1 ,2.31 .54 Change Order N2 1001 15,856.72 100% 15,856.72 Change Order N3 90% 33,533.03 107 4,000 1007, 37 ,533.0- Change Order N4 100% 8,297.62 -0- -0- 1007 8,297.61 Change Order 05 100% 10,748.76 -0- -0- 1001 10,748.76 Change Order 86 100 36 023.70 100% 30,023.7( (a) Subtotal 1 568,379.07 34,023.70 i 602,402.7; (b) Retainage: 5% x (a) '' I 28,418.95 1,701. 19 30,120. 14 (c) Earnings Payable this Estimate- (a) - (b) 539,960. 12 32,322.51 572,282.64 (d) Sales Tax: 8.1% • x (a) 46,038.70 2,755.92 48,794.6, e) Amount due this estimate (c) 6 (d 585,998.82 35,078.43 621,077.213 (f) GRAND TOTAL (a) a (d) 614,417.77 36,779.62 651,197.3) FL 325 Rev. 10/14/70 Contract No. L.A.G. NOTICE OF COMPLETION OF PUBLIC WORKS CONTRACT To: State of Washington Date: August 4, 1986 Excise Tax Division Audit Section Tax Commission Olympia, WA 98504 Do Not Use From: City of Renton Assigned to: Finance Department 200 Mill Avenue South Date Assigned: Renton, WA 98055 P.W.G. Number: Date: Gentlemen: Notice is hereby given relative to the completion of contract or project described below: Description of Contract Honey Creek Sanitary Sewer Interceptor Phase II , CAG 040-85 Contractor's Name R. L. Alia Construction Co. Inc. Contractor's Address 9215 Flartin Luther King S. , Seattle WA 98118 (722-4900) Date Work Commenced June 28, 1985 Date Work Completed : Jc'y 31, 1986 Date Work Accepted: August 11, 1986 Surety or Bonding Cr-nany 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 F.etained $ 30,120. 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 DISBURSING OFFICER AND MAILED TO THE DEPARTMENT OF REVENUE AT OLvMPIA, WASHINGTON IMMEDIATELY Y 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 For Use By City Clerk's Office Only AGENDA ITEM RENTON CITY COUNCIL MEETING ��ava�w�socusuvua�u��o�s�-vv v.ay... ou.......geo... SUBMITTING Dept./Div./Bd./Comm. PUBLIC WORKS/Utility Eng. For Agenda Of _ _86 Meeting Date Staff Contact Richard Houghton/Bob Bergstrom Name. Agenda Status: SUBJECT: SANITARY SEWER PROJECT S-296 Consent HONEY CREEK INTERCEPTOR PHASE II CAC 040-65 Public Hearing Corresrondence Final Project Acceptance and Retainage Ordinance/Resolution Release. Old Business Exhibits: (Legal Descr. , Maps, Etc.)Attach New Business Study Session A. pay Estimate #R - Final Other B. C. Approval : Legal Dept. Yes, No N/A, COUNCIL ACTION RECOMMENDED: Approval of Finance Dept. Yes No. N/A project final authorization and begin Other Clearance 30-day lien period as of August 11, 1986. F;SCAL IMPACT: Expenditure Required $ Amount $ Appropriation- $ fudgeted 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 tuxes have been paid, and no liens have been filed. The project was completed July 31, 19B6 and accepted by the Department of Public Works. Ic is recommended that the City Council accept completion as of August 11, 1986. V6 PARTIES OF RECORD/INTERESTED CITIZENS TO BE CONTACTED: SUBMIT THIS COPY TO CITY CLERK BY NOON ON THURSDAY WITH DOCUMENTATION. DA'Ce: August 4, 1986 TO: FINANCE DIRECTOR FROM: PUBLIC WORKS DIRECTOR SUBJECT: PROGRESS PAYMENT CONTRACTOR: R. L. Alia Company ESTIMATE NO. 8 - Final CONTRACT NO. 040-85 PROJECT: Honey Creek Phase II Sanitary Sewer Interceptor 1. CONTRACTOR EARNINGS THIS ESTIMATE $ 34,023.70 2. SALES TAX @ 8.1% 2,753.92 _ 3. TOTAL CONTRACT AMOUNT THIS ESTIMATE S 36,779.62 4, EARNINGS PREVIOUSLY PAID CONTRACTOR $ 539,960.12 5. *EARNINGS DUE CONTRACTOR THIS ESTIMATE $ 32,382.51 6, SUBTOTAL - CGNTRACTOR PAYMENTS $ 572,282,64 7. RETAINAGE ON PREVIOUS EARNINGS S 28,418.05 8. ** RETAINAGE ON EARNINGS THIS ESTIMATE 170. 19 9. SUBTOTAL - RETAINAGE $ 30,120. 14 10. SALES TAX PREVIOUSLY PAID $ 46,038,70 11. SALES TAX DUE THIS ESTIMATE 2,755.92 12. SUBTOTAL - SALES TAX $ 48,794.62 *(95% x Line 1 ) GRAND TOTAL $ 651,197.39 **RETAINAGE: 5% FINANCE DEPARTMENT ACTION: PAYMENT TO CONTRACTOR (Lines 5 and 11): ACCT. # 421/DC /015.596,38.65.19 $ 35,078.43 8-Fina ACCT. # _ $ ` ACCT. # $ # ACCT. # $ ACCT. # $ #� RETAINED AMOUNT (Line 8): ACCT. # 421/000/015.596.38.65.19 $ 1,701.19 /6-Final ACCT. # $ 4 ACCT. 0 _^ $ # ACCT. # S #� ACCT. # S #� CHARTER 116. LAWS OF 1966 TOTAL THIS ESTIMATE E 36,779.62 CITY OF RENTON CERTIFICATION T " ~ItslCAm 00 f191aT CEATNT umm" rvy vv O/ T4JI"y. T v THE WnAtA4 fowl ACCA FlAw lm, NF SEMICLS MOMW CA ME WAOR nNOANE "ONOUSfa MIAENI AM TMT T 6 C1AYl r A AIST. MA AM VMAp 04UpATON #AL"ST TNS pry O/ AMTOTL Alp TMl t AM AUT40MM 10*VrApMCATI Alp COMPT 10 SAD CLAY iffilm r"` CITY OF RENTON • DEPARTMENT OF ENGINEERING • ,• • MUNICIPAL BUILDING, 200 MILL AVE. SOUTH, RENTON. WA. 98055. 435.2631 Honey Creek - Phase 11 PROJECT Sanitary Sever interceptor PROGRE55 PAYMENT ESTIMATE NO. 8 - Final Contract No. 04U-85 Contractor R.L._Alis Co"'PanY. Cloamp Date 7'3146 Sheet-of- Iterr Est PREVIOUS TOTAL THIS ESTIMATE TOTAL TO DATE NO Description Utat Unit Pa Qty ce ' Qty Amount Qty-F Amount Oty Arrwunt 1 Mobilization LS 47,357.00 1 100% 47,357.00 100% 47,357.00 2 Clearing And Grubbing Ls 32,5VO.V0 ( 100% 32,500.00 100% 32,500.00 3 Timber Salvage LF 1.DO L,ODO 1432 1.432.00 1432 ),432.00 4 Access Road LF 22.07 3,760 3760 82,983.20 3760 82.983.20 5 CMP Culverts LS 4,5U0.00 1 1001 4,5DO.00 100% 4,500.00 6 18" RIP Culvert LS 8,700.OU 1 100% 8,700.00 100% 6,700.00 7 Crushed Rork EF 3.00 650 530 1,590.00 530 1,500 00 Temporary Patch Sy 3.00 650 295 885.DO 295 b".00 9 Asphalt Concrete Pavement Sy x,OD 650 530 7,950.00 530 7,950.00 10 Portend Cement Concrete Sy 30.00 10 It Bankrun Gravel TON 3.00 1,000 IE2S 5,48000 182E 5 484.00 I7 Slope Rocking CY 20.00 1,500 1418.9 28,378.00 1418.9 28,378.00 13 Bedding (Type II) LF 3.00 300 435 1,305.00 435 1.305.00 14 Bedding (Type III) LF 0.50 5.100 4918 21459.00 4918 2,459.00 IS Scour 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 9.870.00 16B 8" Sever LF 30.00 307 154 4,620.00 154 4,620.00 PA Overflow Structure LS 2.500.00 1 100% 2,500.00 100% 2,500.00 17B Interceptor Out In LS 1.000.00 l 100% 1,000.00 1002 1,000.00 IB M.H. No. 3 LS 1,2So.00 t 100% 1,250.00 100% 1,250.00 19 M.N. Type 1-48" EA ].000.UO 4 6 6,000.00 6 6.000.00 10 Existing M.H. Depth VF 100.00 22 13.3 1,330.00 13.3 1,330.00 1 B" Drop Connection VF 70.00 10 8.1 567.00 8.1 567.00 22 12" Curv. Sever Pipe LS 14.20 S,f00 4988 70,829.60 4988 70.829.60 13A 12" Cleanout EA 2.000.00 15 12 24,000.00 12 24,000.00 23B 8" Cleanout EA 875.00 - 3 3 2,625.00 3 2,625.00 4 12" Cleanout Apron EA 478.uO 11 8 3.824.00 8 3.824.00 25 service Tees EA 350.00 9 10 3,500.00 10 3.500.D0 26 6" or B" Serv. Laterals LF 50.00 350 491 24,550.00 491 24,550.00 27 Television Monitoring LF 0.ZO 5.100 4986 997.60 4988 997.60 B Spawning Gravel ION 15.00 1,000 925 13,875.00 925 13,875.DO 9 Gabions CY 100.00 450 373 37,300.00 373 37,300.DO 30 Subdrain LF 6,00 1,000 )B75 i1,2E0.00 1675 11,250.00 31 30" Horizontal Well Point EA 100.00 40 4 400.00 4 400.00 32 Horizontal Well Point Extension LF 2.00 600 25 50.00 25 50.00 33 12" Culvert LF 40.00 300 260 10,400.00 260 10,400.00 34 Bridge Structure EA 41000.00 2 3 12,000.00 3 12,000.00 35 Bridge Extra Span LF 100.00 20 36A 4' Chain Link Fence EA 1,000.00 2 36B Chain Link Fence LS 5.000.00 1 37 Spring Read Drain LA 400.00 6 2 800.00 2 830.00 38 4' Willry Starts EA 1.15 10,000 600 6%.00 600 690.00 39 rinishing and Cleanup LF 2.00 5,400 5471 10.942.00 5471 10,942,00 Change Orders 11 J% 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 20% 4.000 100% 37,533.03 Change Order 14 100% 8,297.62 -0- -O- 100% 8,297.62 Change Order 15 1002 10,748.76 -0- -0- 100% 10 748.76 Change Order g6 100% 30,023.70 100% 30,023.70 00 Subtotal 1568,379.07 34,023.70 602,402.77 (b) Retainage: 59 x (a) I 28,418.95 1.701.19 30,120.14 c) Earnings Paya; le this Estimate- (&) - (b) 539,960.12 32.322.31 572„82.64 (d) Sales Tax: B.l% a x (a) 46.038.70 2,755.92 48.794.62 e) Amount due this estimate (c) 4 (d 585.998.82 35,078.43 621,077.26 (f) GRAND T07AL (a) 6 (d) 614,417.77 36.779,62 651.197.39 C.O. N 1 CITY OF RENTON + � y PUBLIC WORKS DEPARTMENT �Tc d CONTRAACT CHANGE ORUER AGREEMENT CONTRACT honey Creek San Lary Sewers Phase II , S-296 CAG 040-85 CONTRACTOR R.L. AlicL Company, 9215 Martin Luther King Jr. Way So. , Seattle WA 98118 SUMMARY OF PROPOSED CHANGE 1. Add extra anchors foi CMP storm drain L.S. Additive. $ 450.00 2. Remove existing pipe and provide new 12" connection at new Honey Creek Pump Station L.S. Additive. 228.60 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. + 450.00 6. Add trace wire. L.S. Additive. + 100.00 7. Add wider roadway patch on Union Ave NE 136 sq. yds. @ $40/per sq. yd. Additive. 5 440 00 8. Add traffic loop replacement at Sunset and Union Ave. NE. L.S. Additive. 1,562.94 Subtotal $1,231.54 u 1�Sa1� T'x __99.75 Total with Tax $1,331."_9 All work, materials and measurements to be in accordance with the provisions of the Standard Specifications and Special Provisions for the type of construction irvolvcd. TlRIGINALCtffRRAc:► CURREN CGN7RACI ES—nKATED--NET CHANGE EST-I TED CONTRACT AMOUNT I AMOUNT THIS ORDER TOTAL AFTER CHANGE $536,853.20 $535,853.20 $1,231. 54 w/o tax $538,084.74�J SIGNATURES: CONTRACTOR 4 _ _ - _ DATE , PROJECT ;INEER 'r DATE—tGti/,S',` '/4P.0 APPROVED BY -_ � _ DATE Public Wores Director C.U. N 2 t CITY OF RENTON PUBLIC WORKS DEPARTMENT CONTRACT CHANGE ORDER AGREEMENT CONTRACT Honey Creek Phase IT Sanitary sewer interceptor CAC 040-85 CONTRACTOR R.L. Alia, 9215 Martin Luther Ring Way S. , Seattle WA 98118 (722-4900) SUMMARY OF PROPOSED CHANGE Emergency Flood Repair For January 17, 1986 STORM - FORCE ACCOUNT Labor $ 3,22.8.19 20% Overhead and Markup 645.64 SUBTOTAL $ 3,873.83 Equipment 3.991.15 Material ``~ 5,671.60 15% Overhead and Markup 850.75 SUBTOTAL 6,522.43 Miscellaneous 2,247.21 �15% Overhead and Markup 337.08 SUBTOTAL 2,584.29 Discount per 2/18/86 Letter - 1,114.98 TOTAL 15,856.72 8.11 Sales Tax 1,284.39 GRAND TOTAL. $17,141.11 All work, materials and measurements to be in accordance with the provisions of the Standard Specifications and Special Provisions for the type of construction involved. RIGINAL CUIiT�ACT---CUkRVfT CUNTRACT SST-IAATED F!E'T GHA7PGE CSTI*TEU CUN7R, C AMOUNT AMOUNT I THIS ORDER i TOTAL AFTER CHANCE $536,853.20 ——$538,084.74 $15,856.72 w/o tax I $553,941.46 SIGNATURES: CONTRACTOR DATE PROJECT ENGINEER ___ DATE APPROVED BY Pcbllc W DATE v jorks Uirector�- r• C.O. 8 3 CITY OF RENTON PUBLIC WORKS DEPARTMENT CONTRACT CHANGE ORDER AGREEMENT ' CONTRACT Honey Creek Phase II Sanitary Sewer Interceptor CAG 04o-es CONTRACTOR R.L. Alit, 9215 Martin Luther Ring Way S. , Seattle WA 98118 (722-4900) SUMN,IRY OF PROPOSED CHANGE Emergency Sewer Repair at Sunset Pump station -DOWNSTREAM SYSTEM FROM DAMAGE IN JANUARY_17, 1986 STORK AT NE 7th ST. AND RARRINGTON AVE. NE. FORCE ACCOUNT. Labor _ $12,320.35 201 Overhead and Markup 2,464.07 SUBTOTAL 13,827.78 $14,784.42 Equipment Materials 2,806.78 15% Overhead and Markup 421.02 ` SUBTOTAL 3.228.80 Other 4,950.46 1r,E Overhead and Markup 742.57 - SUBTOTAL ` 5,693.03 TOTAL $37,533,03 8.1E Sales Tax y 3,040.18 GRAND TOTAL ` , $40,573.21 All work, materials and measurements to be in accordance with the provisions of the Standard Spe.ifications and Special Provisions for the type of construction involved. ORIGINAL CONTMClr CURRENT CONTRACfi EST FiPIATED NET CIiNGE ESTIMATED CONTRAL AMOUNT I AMOUNT I THIS ORDER TOTAL AFTER CHANGE $536,853.20-—` _ $553.941.46 $37,533.03 w/o tax '-` $591.474.49 SIGNATURES: CONTRACTOR _ _ y DATE PROJECT ENGINEER ^ -_- _ , y DATE APPROVED BY DATE . __rubric Works Dirzctorj ------- --'-- -''- C.O. R 4 CITY OF RENTON PUBLIC WORKS DEPARTMENT CONTRACT CHANGE ORUER AGREEMENT CONTRACT Honey Creek Phase II Sanitary Sewer Interceptor CAG 040-85 CONTRACTOR R.L. Alia, 9215 Martin Luther King Nay S. , Seattle NA 98118 (722-4900) SUMMARY OF PRnPOSEO CHANGE Emergency Flood Repair for January 17, 1986 STPR. - FORCE ACCOUNT _ labor 20% Overhead and Markup 457.02 SUBTOTAL -- $2,742.13 Equipment 3,554.85 Material 1,615.60 15% Overhead and Markup 242.34 SUBTOTAL � ` ---- --- - -- _.�.—. 1.657.94 Other/Miscellaneous 380.59 151 Overhead and Markup s 57.09 SUBTOTAL. 4 437.68 Discount prr 2/28/86 Letter -15,144.9- TOTAL 6,297.62 B.ltt rates Tax 672.11 GRAND 1'o*kL $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. 6RIGINALCNfiRACT-- CURRENT CONTIRACT C!TT,rt TED NET CHANGEJ EW- TED CONTRACT AMOUNT I AMOUNT I THIS ORDErc TOTAL AFTER CHANGE $536,853.20- _ $591,474.49 $8,297.662-w/o tax $599,772_11 SIGNATURES: CONTRACTOR DATE PROJECT ENGINEER ^, `i_ DATE _ APPROVED BY _ DATE CITY OF RENTON PUJLIC WORKS DLPARTMEIIT CONTRACT CIIANGE ORDER AGRLEMLNT CONTRACT Honey Creek Phase II Sanitary Sewer Interceptor CAG 040-85 CONTRACTOR 4R_L. Alia, 9215 Martin Luther King Way S. , Seattle, WA 98118 (722-4900) SUMINIRY 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 Equipment $9,219.01 TOTAL EQUIPMENT $9,219.01 Material �i $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 measurements to be in accordance with the provisions of thr Staidard Specifications and Special Provisions for the type of construction involved. DANINAt RUIRALTj i:`AR€NT-CUNTNACT --EST IPUI (FRET ENANU ESf1HATFD CONTRAT AMOUNT AMOUNT 11115 ORDER I TOTAL AFTER CHANGE $536,853.20 _ _ $610,520,81 - $30,023.70 w/o tax )I $640,544.57 SIGNATURES: CONTRACTOR ''1' /� DATE l,/t X� PROJECT ENGINEER ? C • DATE � fi� SO 47 , T` APPROVED 8Y DATE (PublicWorks DjFe'tort_ � / DATE: 4241 l STl4 TO: FINANCE: UIRFCTOR FROM: PUBLIC WORKS UIRECTOR SUBJECT: PROGRESS PAYMEh I' CIINTR CToR: R.L. Alia Company ESTIMATE NO. 7-Final- CONIRACT NO. 040-85 PROJECT: Honey Creek Phase II Sanitary Sewer Interceptor q yl 1. CONTRACTOR EARNINGS 1111S ESTIMATE $ S ?, ' , 2. SALES T;( @ 8.1% 4 S. TOTAL "ONTRACT AMOUNT 1111S ESTIMATE S , `- a. EARNINGS PREVIOUSLY PAID CONTRACTOR $ 490,W9.68 _ 4 S. 'EARNINGS Ullli CUNTRAC7Uli 'I'IIIS F,S'EIMAT!I $ y9 950 jol` 6. SUBTOTAL - CONTRACTOR PAYMENTS y 7. RI:TAINAGE ON PREVIOUS LARNINGS f 25,789.98 8. •• RE'EAINAGE ON EARNINGS THIS ESTIMATE Z(e*,:i •,r i 9. SUBTOTAL - RETAINAGE• $ 10. SALTS TAX PREVIOUSLY PAID S 41 779.77 11. SALES 'IAX DUE THIS ESFIMA'IL W 2� _ 12. SUBTOTAL - SALES TAX f `(95% x Line 1) ,RAND '19'AL '•RETATNAGE: 5" FINANCE DEPARTMENT ACTION: PAYMENT TO CONTRACTOR (Lines 5 and 11): ACC7. I 4211000/015.596.38.65.19 2o9 s� I741 ACCT. / f /— ACCT. / _ , f /— ACCT. I —__-- S— /— ACCT. I $ RETAINED AMOUNT (Line 8): ACCT. /' 421/000/015.596.38.65.19 $ _ ;;<�:',4 7 _/73 ACCT. / ACCT. I ACCT. I f /_ ACCT. / $ / CHARTEn Tie, LAWS OF 1965 TOTAL THIS ESTIMATE S `I — CITY OF RENTON CERTIFICATION i nu w.Rua.e co.u�u•nnr•�nw•nwun or nAARIv, In., M1.RoRIIRur N.H M.V .VXi.,.p Mt RFRn M1C.MR co M.yJp\nMO.w/p H pIpPO(p Xlwin Me nrl ,y [vMu 1.R A'tt pU. W l.Ir+O pNaRpor ReRwr.n..am n Rama uo aRt�w RpMRrgy a war.r.,r RIO arT ti Me aura rnr DATE: April i , 1986 TO: FINANCE DIRECTOR FROM: PUSL.0 WORKS DIRECTOR SUBJECT: PROGRESS PAYMENT CONTRACTOR: R.L. Alia Company ESTIMATE N0, 7 CONTRACT NO. 040-85 PROJECT: Honey Creek Phase II Sanitary Sewer Interceptor I. CONTRACTOR EARNINGS 1'IIIS ESTIMATE $ 52 ,579.41 2. SALES TAX @ S.1% 4,258.93 3. TOTAL CONTRACT AMOUNT 1'11IS ESTIMATE $ 56,838.34 4 EARNINGS PREVIOUSLY PAID CONTRACTOR $ 490,009.68 5, *FARNING3 DUE CONTRACTOR THIS ESTIMATE $ 49,950.44 6. SUBTOTAL - CONTRACTOR PAYMENTS $ 539,960.12 7. RETAINAGE ON PREVIOUS EARNINGS $ 25,789.98 8. ** RETAINAGE ON EARNINGS THIS ESTIMATE 2,628.97 9• SUBTOTAL - RETAINAGE $ 28,418.95 10. SALES TAX PREVIOUSLY PAID $ 41 ,779.77 _ 11. SALES 'IAX DUE THIS ESTIMATE 4,2J8.93 12. SUBTOTAL - SALES TAX $ 46,G18.70 *(95% x Line 1) GRAND TOTAL $ 614,417,77 **RETAINAGE: 5" FINANCE DEPARTMENT ACTION: PAYMENT TO CONTRACTOR (Lines 5 and 11) : ACCT. N 421/000/015.596.38.65.19 _ $ 54,209.37 �7 ACCT. 8 $ @� ACCT, N - $ #— ACCT. N $ NT ACCT. H $ RETAINED AMOUNT (Line 8) : -- ACCT. # 421/000/015.596.38.65.19 $_ 2,628.97 N J ACCT. N $ N` ACCT. M $_ N ACCT. N $ x` ACCT. d _ $_ N CHARTER 118, LAWS OF 1965 TOTAL THIS ESTIMATE $ 56,838.34 CITY OF RENTON CERTIFICA71ON L MC UMOEn9WAW Do Ng?UC CMC�U M* C(11,LLr,OC AIAAJAY, MAt MI N IEAALS MW StgN tUAkil W. MI I'W'C"1 OWRCO CA MI WON Pt I1OM20 AS 0I9f11Ito H"EML AND 11N1 114 CLAN ,A A My 'AM OM LW/AD C5WAn0W ADAFII MI Cl" M Id,DK AND rMt 1 AM AUMM MD To AUIIIBMCAtl We CAUIT`O&%V CLAM W!D ee CITY OF RENTON • DEPARTMENT OF ENGINEERING + MUNICIPAL BUILDING. 200 MILL AVE. SOUTH, RENTON, WA. 98055+ 235.21537 r Huney Creek - Phase It PROJECT Sanitary Sewer interceptor PROGRESS PAYMENT ESTIMATE NO._7 Contract No. 040-85 Contractor R.L. Alia Company Closing Date 4-1 ,S6 ,iheet_ot-, It Est. PREVIOUS TOTAL THIS ESTIMATE TOTAL TO DATE No Description Unit Unit Price _ Qty Qty. Amount Qty. Amount Qty. Artipunt I Mulri lizatt°n LS 47,357.00 1 I I= 47.357.00 I 100% 47,357.00 2 Clearing And Grubbing LS 3Z.5uO.0O 1 100% 32,500.00 100% 32,500.00 3 Timber Salvage LF 1.b0 1,000 1432- 1,432.00 1432 1,"�2 DO 4 ACCLSS Road Lr 22.07 3,760 3760 82,983.20 3760 82,983.2G CMP Culverts LS 4,5u0.a0 1 iO0% 4,500.00 loot 4.500.00 h 18" CMP Culvert LS 8,700.00 1 100% 8,700.00 100% 8,700.00 1 Crushed Rock Sy 3.00 650 530 1,590.0U 3.00 650 295 895.00 530 .00.00 1,590 8 Temporary Patch SY 530 590 9 Asphalt Concrete Pavement Sy 15.00 650 530 ! 7,950.00 530 7,950.00 10 Porland Cement Concrete SY 30.00 10 ll Bankrun Gravel TON 3.00 1,000 1828 5,484.00 1828 5,484.00 12 Slope flocking Cy 20.00 1,500 1418.9 28,378.00 1418.9 28,378.00 13 Bedding (Type I1) LF 3.00 300 435 1,305.00 1 435 1,305.00 14 Bedding (Type 111) LF 0.50 51100 4918 2,459.00 4918 2,459.00 15 Scour Protection Rock LF 12.601 1,800 1430 IP,018.00 1430 18,018,00 16A 12" Sewer Pipe LF 30.00 300 329 9,870.00 329 9,870.00 fEB 8" Sewer LF an,00 307 154 4,620.Oe 154 4,620.00 0A Overflow Structure LS 2,500,00 1 100% 2,500.00 100% 2,500.00 17B Interceptor Cut in LS 1,060.00 l 130% 1'0()0.00 100% 11000.00 18 M.H. No. 3 Ls I,250.00 1 1OG% 1,250.00 100% 1,250.00 19 N.H. Type 1-48" EA 1.QUO.uO 4 6 6,000.00 6 6,000.00 20 Existing N.H, Depth VF 100.00 22 13.3 1,330.00 I'M 1,330.00 it 8" Drop Connection VF 70.00 10 8.1 567.00 8.1 567.00 22 12" Curv. Sewer Pipe I9 14.20 5,100 4988 70,829.60 4988 70,829.60 23A 12" Cleanout EA 2,000.00 15 12 24,000.00 12 24,000.00 238 B" Cleanout EA 875.00 3 3 2,625.00 3 2,625.00 24 12" Cleanout Apron EA 478.u0 11 8 3,824 AO 8 2,625.00 25 Service Tees EA 350,00 9 10 3,500.00 10 3,500.00 26 6" or B" Serv. Laterals LF 50.00 350 491 24,550.00 491 24,°50.00 27 Television Monitoring LF 0.20 5.100 4988 997.60 4988 997.60 28 Spawning Gravel TON 15.00 1,000 925 13,875.DD 925 13,997.60 29 Gab tons CY 100.00 450 373 37,300.00 373 31,300.00 30 Subdrain LF, 6.00 1,000 1875 11,250.00 1875 11,_50.00 71 30" Horizontal Well Point EA 100.00 40 4 If 400.00 4 4GO.00 32 Horizontal Well Point Extension IF 2.00 600 25 I 50.00 25 50.00 33 12" Culvert LF 40.00 300 260 1 10,400.00 260 10,400.00 34 Bridge Structure EA 4,000.00 2 3 12,000,00 3 32,000.00 35 Bridge Extra Span IF 100.00 20 )6A 4' Chain Link Fence EA 1.000.00 2 36B Chain Link Fence LS 5,000.00 1 37 Spring Head Drain EA 400.00 6 2 800.00 800.00 38 4' Willow Starts EA 1,15 10,000 2 600 fi90,00 60 800.00 79 Finishing and Cleanup LF 2.00 5,400 5471 10,942,00 5471 10,942.00 cr-nge Orders B1 100% 1,231.54 100% 1,231.54 Change Order 02 100% 15,656.72 100% 15.856.72 Change Order 03 100% 33,533.03 10% 33.533.03 Change Order 04 100% 8,297.62 100% 8,297.62. Charge Order B5 100% 10,748.7E 100% 10,748.76 (:I) Subtotal I 515,799.66 52,579.41 568,379.07 (b) Retalnage: 5% x (a) 25,789.98 2,628.97 28,416.95 (c) Earnings Payable this Estimate- (a) - (b) 490,009.68 49,950.44 539,960.12 (d) Sales Tax: 8.1% * x (a) 41,779.77 4,258.93 46,038.70 (e) Amount due this estimate (c) 6 (d 531,111,45 11,211*37 581,118,11 (f) GRAND TOTAL (a) 6 (d) 557,579.4S 56,838.34 614,417.77 44` (j't CITY O RENTON • DEPARTMENT OF ENGINEERING A • • MUNICIPAL BUILDING, 200 MILL AVE. SOUTH, RENTON, WA. 98055 . 235-2631 Honey Creek - Phase lI PROJECT Sanitary Sewer Interceptor PROGRESS PAYMENT ESTIMATE NO.8- Final Contract No. 04U-85 Contracto: R.L. Aria Company Closing Date L-31-86 Sheet-ot,_ Est . 1PREVIOUS TOTALI THIS EST'.ViATE TOTAL TO DATE 21 Description Unit Unit Price Qty. Qty. Amount Qty. Amount Qty. Ornount t Mobilization LS 47,357.00 1 100: 41,357.00 1001 47,357.00 2 Clearing And Grubbing LS 32,50.00 1 100% 32,500.00 100% 32,500.00 3 Timber Salvage LF 1.VO 1,000 1432 1 ,432.00 1432 1 ,432.00 4 nccess Road LF 22,07 3,i60 3760 82,983.20 3760 82,983.20 5 CMP Culverts LS 4,5UO.U0 1 100% 4,500.00 100% 4,500.00 6 18" CMP Culvert LS 1,700.00 1 100% 8,700.00 100% 8.700.00 7 Crushed Pock SY 3.00 650 530 1 ,590.00 530 1 .00 8 Temporary Patch SY 3.00 650 295 885.00 295 d85.00 9 Asphalt Concrete Pavement SY 15.00 650 530 7,950.00 530 7,950.00 10 Porland Cement Concrete SY 30.00 10 11 Bankrun gavel TON 3.00 1,000 1828 5,484.00 1828 5,484.00 12 Slope Rocking CY 20.00 1 ,500 1418.9 28,378,00 1418.9 28,378.00 13 Bedding (Type II) LF 3.00 300 435 1 ,305.00 435 1 ,305.00 Bedding (Type III) LF 0. 50 5,100 4918 2,459.00 4918 2,459.00 Scour Protection Rock LF 12.60 1,800 1430 18,018.00 1430 18,018.00 12" Sewer Pipe 1.7 30.00 300 329 9,870.00 329 9,870.00 16B 8" Sewer LF 30.00 107 154 4,620.00 154 4,620.00 17A Overflow Structure hS 1.111.00 1 1001 2,500.00 100% 2 ,500.00 17B Interceptor Cut Tn LS 1,000.00 l 100% 1 ,000.00 100% 1 ,000.00 18 M.11. No. 3 Ls l.z50.00 1 100% 1 ,250.00 100% 1 ,250.00 19 M.H. Type 1-48" FA 1,OuO.UO 4 6 6,000.00 6 6,000.00 20 Existing M.H. Depth VF 100.00 22 13.3 1 1 ,330.00 13.3 1 ,330.00 2I 8" Drop Connection Vp 70.00 10 8.1 567.00 8.1 567.00 22 12" Curv. Sewer Pipe LS 14.20 5,100 4988 70,829.60 4988 70,829.60 3A 12" Cleanout EA 2,000.00 15 12 1 24,000.00 12 24,000.00 23B 8" Cleanout EA 875.00 3 3 2,625.00 3 2,625.00 24 12" CIE nnut Apron EA 478.uO 11 8 3,824.00 8 3,824.' 1 25 Service 'lees EA 350.OnI 9 10 3,500.00 10 3,500.00 26 6" or B" Serv. Laterals LF 50.00 350 491 24 ,550.00 491 24,550.00 27 relevision Monitoring LF 0.20 5,100 4988 997.60 4988 997.60 28 Spawning caravel ITON 15.00 1,000 925 13,875.03 925 13,875.00 29 Cabions CY 100.00 450 373 37,300.00 373 37,300.00 30 Subdrain LF 6.00 1,000 i875 11 ,250.00 1875 11 ,250.00 31 30" 11orizontal Well Point EA 100.00 40 4 400.00 t400.00 32 11orizor,tal Well Point Extension LF 2.00 600 25 50.00 25 50.00 33 12" Culvert LF 40.00 300 260 10,400.00 260 10,400.00 34 Bridge Structure EA 4,000.00 2 3 12,000.00 3 12,000.00 35 Bridgc Extra Span LF 100.00 20 36A 4' Chain Link Fence FA 1,000.00 2 36B Chain Link Fence LS 5,000.00 1 37 Spring Head Drain EA 400.00 6 2 800.00 2 800.00 38 4' Willow Starts EA 1. 15 10,000 600 690.00 600 69U.00 39 Finishing and Cleanup LF I 2.00 5,400 5471 10,942.00 5471 10,942.00 Change Orders pl 100% 1 ,231 .54 100% 1 ,231 .54 Change Order N2 100% 15,856.72 100% 15,856.72 Change Order 93 I 90% 33,533.03 10% 4,000 IOM 37 ,533.03 Change Order B4 100% 8,297.62 -0- -0- IOU% 8,297.62 Change C 3er B5 I 100a 10,748.io -0- -0- 100% 10,748.76 Cnange Order M6 I 1001 30,123.70 100% 30,023,70 (n) Subtotal 568,379.07 34,023.70 60?,402.77 (b) Retainage: 5% x (a) 28,418.95 1,701. 19 30,120. 14 (c) Earnings Payable this Estimate- (a) - (b) .' t4t'4-" 539,960. 12 32,322.51 572,282.64 Sales Tax: 8.1% * x (a) 46,038.70 2,755.92 48,794.62 (!� Amount die this estimate (c) 6 (d 585,998.82 35,078.43 621,071.26 (f) GRAND TOTAL (a) a (d) 614,417.77 36,779.G2 651,197.39 A CITY Of= RENTON + DEPARTMENT OF ENGINEERING • MUNICIPAL BUILDING, 200 MU_L AVE. SOUTH, RENTON, WA. 98055• 235-2_631 Iloney Creek - Phase LI N.1 tor e ter Sewer I it Sanary interceptor A PROJECT PROGRES.�a PAYMENT ESTIMATE NO. �_'�fra1 Contract No. 040-85 _ Contractor R.L. Alin Company Closing Date--- Sheet_of_ Itwr Est. PREVIOUS TOTAL THIS ESTIMATE TOTAL TO DATE No Description Unit Unit Price Qty. Qty. Amount Qty. Amount Qty. Amount 1 Moh1117atton I.S 47,357.00 1 110U7. 47, 357.00 100% 47,357 00 2 Clearing And Grubbing Ls 32,5UO.UO 1 100%• 32,500.00 100% 32,500.00 l Timber Salvage LF I.UO 1 ,000 1432 1 ,432.00 1432 1 ,432.00 Access Road LF 22,07 3,760 3760 82,983.20 29 3760 82,983.20 5 CMP Culverts LS 4,500.00 l 100% 4,500.00 100% 4,500.00 N 18" CMP Culvert LS 8,700.00 1 10M 8,700.00 0g `' t,y. 100% 8,700.00 7 Crushed Rock SY 3.00 650 530 '1 ,590.00 De"� 530 1 ,590.00 8 Temporary Patch SY 3.00 650 20r C 7. XO 19 00 295 885.00 9 Asphalt Concrete Pavement SY 15.00 650 530 7,950.00 530 7,9V 00 In Porland Cement Concrete SY 30.00 10 11 Bankrun Gravel TON 3.00 1,000 1828 5,484.00 1828 5,484.00 Slope Rocking CY 20.00 1 ,500 1418.9 28,378.00 1418.9 28,378.00 Bedding (Type I1) LF 3.00 300 435 1 ,305.00 435 1 ,305.00 Ih Bedding (Type 111) LF 0.50 5,100 4918 2,459.00 4918 2,459.00 15 Scour Protection Rock Ill' 12.60 1,800 1430 18,018.00 1430 18,018.00 16A 12" Sewer Pipe LF 30.00 300 329 9,870.00 329 9,870.00 16B 8" Sewer LF 30.00 307 154 4,620.00 154 4,620.00 17A overflow Structure I.s 2,500.00 I 1000/ 2,500.00 100% 2,500.00 I7B Intercepts- Cut In I's 1.000.00 1 100% 1 ,000.00 100% 1 ,000.00 19 M.II. No. 3 I.s 1 ,250.00 1 1001; 1 ,250.00 100% 1 ,250.00 19 M.H. Type I-48" FA I,000.00 4 6 6,000.00 6 6,000.00 2C Existing M.H. Depth VF ICJ.00 22 13.3 1 ,330.00 13.3 1 ,330.00 ti 8" Drop Connection V1' 70.00 1^ 8.1 567.00 8.1 567.00 22 12" Curv. Sewer Pipe LS 14.20 5,100 4988 70,829.60 4988 70,829.60 L'IIA 12" Cleanout EA 2,000.00 15 12 24,000.00 12 24,000.00 1�111 8" Cleanout EA 875.% 3 3 2,625.00 3 2,625.00 25 12" Cleanout Apron EA 478.uO 11 8 3,824.00 8 3,824.00 25 Service fees EA 350.00 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 997.60 711 Spawning Gravel TON 15.00 1,000 925 13,875.03 925 13,875.00 29 Gab(oils CY 100.00 450 373 37,300.00 373 37,300.00 m Suhdrain LF 6.00 1,000 1675 11 ,250.00 1875 11 ,250.00 11 30" Ilnriznntal Well Potut EA I"'0.00 40 4 400.00 400.00 r2 llorizontal Well Point Extension LF 2.00 600 25 50.00 25 50.00 ti 12" Culvert LF 40.00 300 260 10,400.00 260 10,400.00 +5 Bridge Structure EA 4,000.UO 2 3 12,000.00 3 12,000.00 15 Bridge Extra Span LF 100.00 20 V,A 4' Chain Link Fence EA 1,000.00 2 i614 Chain Link Fence LS 5,000.00 1 17 Spring Head Drain EA 400.00 6 2 800.00 �,✓ 2 80^.0G 19 4' Willow Starts EA 1.15 10,000 600 690.30 0 600 690.Oii 19 Finishing and Cleanup LF 2.00 5,400 5471 10,942.00 s4 ie,942.00 5471 10,942.00 Change orders 111 100% 1 ,231 .54 100% 1 ,231 .54 Change Order N2 100% 15,856.72 100% 15,856.7 Change Order N3 1001 7�33.03- loop% 3>�sa3-0 Change Order p4 10Q Change Order N5 lot 71Y9.74. we-$, 1017q&7G Subtotal 515,799_66 I 52457-/41 S(z',977 98 789. y r (b) ketaivage: Sxx (a) 25, 7-428 ,94 tc) Earnings Payable this Estimate- (a) - (b) 490,009.68 y9j95-) 53%94oL-1 (d) Sales Tax: 8. 11 * x (a) 41 ,779.7i /258 93 1b1^_ c) Amount due this estimate (c) i (d 531 ,789.45 S yl20914 ' I) . GRAND TOTAL (a) 6 (d) 557,579,40 e � I w 0 C 4'1 357 - 000 + 32 503 . 009 + 1 432 . 0J ) + 32 983 . 203 + 4 500 . 00 ] + '90 O0 ) + E85 . 00J + 7 950 . 003 + 1, 5 484 . 00J + �qk 2 3 3 7,1 • J ) ) + 1 1 305 . L) + 2 459 . 03 + 13 013 . 0J1 + T1}� 9 870 . OJ ) + 0 C 4 62i1 . OJl + 2 500 . 0J1 + 1 000 . 00 ) 1 + 33 533 . 01J + G 25J • 85i + 8 297 - 620 + 1 330 • U7 ) + 10 743 . 760 + 567 . 0 )J + 2 579 . 410 *7 70 829 . 61 ) + 24 000 . 0J ) + 52 579 . 410 x 2 625 . 0JO + 0 . 0 = III 3 824 . 000 + 2 628 . 970 * 3 500 . 0O1 + 24 550 . 0 ) 1 + 9) 7 . 603 + 2 qq 0pp C 3t 333 . 000 + 52 62a • �� J + ' i 40 . 000 + 0 0 . 00D + 49 950 . 440 * r, 0 . 000 + 10 463 . 0003 + 0 C 12 8�O 000 + 690 • UOJ + 52 579 . 4 x 10 942 . 000 + 1 231 . 540 + 0 . 08 = 15 855 . 720 + 4 2.58 . 932 *7 33 533 • U30 + 8 297 . 620 + 0 C 10 743 . 760 + 563 379 . 070 *7 49 950 . 440 + 563 379 . 070 x 4 253 . 930 + 0 . 0 = 54 20) • 370 *'0 21 418 . 953 *7 0 C 0 C 52 579 . 410 + 56's 379 . 070 + 4 258 . 930 + �28 413 . 950 -M �39 ) 60 . 120 *. 56 833 . 340 *7 0 C 568 379 . 0 x ;: .. 0 . 03 46 038 • '104 *7 0 C 539 960 . 120 + 46 033 . 700 + 585 998 . 820 *7 0 C 563 373 . O'l0 + 46 338 . 700 + 614 417 . 770 *7 0 c UA'I'L: February 19, 1986 TO: FINANCE DIRECTOR FROM: 11URLIC WORKS DIRECi'OR SUBJECT: PROGRESS PAYMENT CON IRAC'IOR: R.L. Alia Company ES'1'1MA'IE NO. 6 CONTRACT NO. 040-85 PROJECT: Honey Creek Phase 11 Sanitary Sewer Interceptor 1. CONTRAC1011 EARNINGS '1111S ESTIMATE $ 34,679.36 2. SALES TAX @ 8.1% 2,809.07 3. TOTAL CONIRACI MIOUN'E i'IIIS L•STIMATE $ 37,488.93 4. EARNINGS PREVIOUSLY PAID CONIRAC'IOR $457,063.81 S. *EARNINGS IMI: CON'IRACI'911 11115 I:,1;MjAIIi $ 32,945.87 61 SUBTOTAL - CUN'1'RACI'OR I'Al'MGN'IS $ 490,009.68 7, RE I'AINAGEi ON PREVIOUS LARNINGS $ 24,055.99 8. ** RETA1NAGE ON EARNINGS 'IIIIS ESTIMATE 1 ,733.99 9. SUBTOTAL - RETAINAGE $ 25,789.98 10. SALES TAX PREVIOUSLY PAIL) $ 38,970.70 11 . SALES TAX UIIE '1'IIIS 1iSHMA'H: 2,809 07 12. SUB"I"U'EAI. - SALES TAX $ 41 ,779.77 *(95X x Line 1) GRAND TOTAL $557,579.43 **RETAI�:AGF: 51, FINANCE DEPARTMENT ACTION: PAYMENT TO CONTRACTOR (Lines 5 and 11) : ACCT. # 421/000/015.596.38.65.19 $ 35,754.94 # 6 ACCT. # $ —#'— ACCT. ACCT. # $ I'— ACCT. RETAINED AMOUNT (Line 8) : ACCT. # 421/000/015.596.38.65.19 g 1 ,733.99 p 6 ACCT. # $ ACCT. # $ N ACCT. # _ $ ACCT. # $ #� CHARTEfI 118. LAWS OF 1986 TOTAL THIS ESTIMATE $ 37, 438.11� ._ CITY OF RENTON CERTIFICATION 1. Mf u%DfA3rW%tO DO 1191ElE Crgw, UNDER "44179 Or rfft'C S �Avt*O ME NAt[ LA R TI AEEN D A&O ffD, M[ WERVit Ef AND I AD CR ICL LABOR rfREURA1fD Aa , V,,,D MEREML ANO TNaI IW I C tl A Al1t DA ATH LglrAM ^ Q pgllpAtgM AOAMWI MI CIT1 M RdllRl Alp THAT 1 AN I AUn1 VOAD 1D AU n*WKATS AND COMT, /D 940 CLAW UAWE: February 19, 1986 10: FINANCE DIRECFOII FROM: PUBLIC WORKS D110:001l StiltH ': PROGRESS PAYMEW CONIVACIOil: R.L, Alia Company CSTIMA'IT No. 6 CIINIPACT NO. 040-85 PI(WL0,: Honey Creek Phase 11 Sanitary Sewer Interceptor I . CONTIIA AOR EARNINGS 'IIIIS USTIMAIE $ 34,679.86 2. SALES TAX 0 8.1-, 2,800,07 3. TOFAh CONIRACI' AMUUNI' '11115 EslIMATE $ 37,488.93 4. VANNINGS PREV1OUSIS PAW CONIRAC'IOR $457,063.81 5. *l;ARNINGS Pill. CON'll(AGIOlt M115 ESI'IMA'Ih $ 32,945.87 6. SUIIIOI'AL - CON'IHAC1'Olt PAYMENTS $ 490,009.68 7. IO IAINAW: 014 PREVIOUS LARNINGS $ 24,055.99 R. ** RHAINAGE ON FARNINGS '11115 ES'1'1MKTI: 1 ,733.99 9. SUR'I'WAL - RE'IAINAGE $ 25,789.98 10. SALES TAX 111WV10USLY PAID $ 38,970.70 11 . SALES 'IAX 1411: '11115 USTIMA'lk 2,909.07 12. SURIOI'AI, - SALES TAX _^ $ 41 ,779.77 *(95% x Line 1i GRAND '101AL f557,579.43 **U I A 111AGF: FINANCE DEPARTMENT ACTION: PAYMENT 10 CONTRACTOR (Lines 5 and 11) : ACC1 . A 421/000/015.596.38.65.19 S 35,754 94 A 6 ACCT. A = A� ACCT. A f A� ACCT. A $ A~ ACCT. A 1 A~ RETAINED AMOUNT (Line 8): ACCT. A 421/000/015.596.38.65.19 S 1 ,733.99 A 6 ACCT. A S A ACCT. A $ A ACCT. A $ A� ACCT, A $ Nr cI1ANTr:n Ile. Inws OF Isee TOTAL 1111S ESTIMATE $ 37,438•n3 CITY OF IIEN70N CERTIFICATION I. uM Vm R%r^l.O ro Ilmaf CFRNV I1 h g44Tn Of fIAUIMY, IMST MS WHINNS IUYf off" Iuf1111Mfp. Mt 6fINK!!W"WFIVO CO Off IA"ff*MIIMfO A/OfOUO1O ++f NI"(ft MO ITWI IN :-40 14 A JUST OVS AM VlfAl0 oftnavION f10ANSf "If "IV M mfuK No ITN, I'm AU"W"M A N1INIIIIKAIl NO CIIINI 19 UO CIW r � � • CITY OF RENTON • DEPARTMENT OF ENGINEERING �� • MUNICIPAL BUILDING. 200 MILL AVE. SOUTH, RENTON. WA, 98055*235.2631 linnt•y Crcrk - Phase it PROJECT saurtary Sever interceptor PROGRESS PAYMENT ESTIMATE NO.F' ,'owract No. 040-85 Contracto- R.L. Alin Comnnny Closing Date Feb. 19,19g6gMet.Lo) 1 It f'ftEV10US TOTAL THIS ESTIMATE TOTAL TO DATE NO. .eacription Unit Unit Pr:ee Est. L11Y Qly. Amount Qly An1Uun1 Qly Amount 1 Huh 111,. 011 1.S 47.357.OU I 110% 47.157.00 a 2 Clearf••. .1"•I cruhbing 1s 3t,5U0,00 I 100 47,357.0] 1 T1mber ".Ova a )432 31,432.00 1432 31 432.00 g 1.i' 2.07 i,760 3760 2,983.20 3760 2,a32.00 4 Acresn x,: :d LF 22.07 ),76U 3760 82,983.20 3760 fl2:983:20 5 Gyp CMS , ilv LS 4,SUO.nO 1 100;. 4,500.00 6 !8" (?t• ru lvert I's 8,700. 100. 4,500.00 7 Crush. ' dock ) 530` 8,70".00 1W% 8,700.00 SY 3.00 6% 291 1,590.0U 295 1, M.00 8 Temltor try ncretl Sy 5.00 650 53 950.00 12.(x^ 295 Bfl5.(") 9 Aspt! Concrete pavement Sl' IS.00 65U 530 7,950.00 Ill PnrY. �t Cement Concrete Sy 30.00 10 530 7,950.00 ll Ran` : Crnvel TIN 3,00 1,(01) 1828 5,484.09 1829 5.484.00 12 Slopr Backlog Cy 20.00 I.S110 1418.9 28,370.00 13 Redding ('type 11) Is 3.01) 300 435 1.305.10 1418.9 28,37N.011 14 Redding (Type 111) LF O.SO 5,100 a918 2,459.00 435 1,305.00 15 Scour Prulert Lot Back LF 10.60 51100 4918 12,459.00 4418 2,459.00 16A 12" sever pipe I.F 10,10 1430 18.018.00 300 329 9,870.00 I7A R" Sever LF 30.00 307 379 9,R70,00 I7A Overl I'M Structure 154 4,620.00 154 4,620.06 1.5 2,SW.oO I 100X 2,500.00 1007 2,500.00 178 Interceptor Cut lit L5 I1000.Do 1 I011", 1,000.00 100% 1,000.on 19 MTypNo.e ] Lb 1,z50,Do ! 100i 1,250.00 1OV 1,250.00 19 M.N..11. TYpe I-48" FA I,Dan).oo 4 6 6,000.10 6 6,000.00 t0 i:xistlnA M.n. Depth VF 110.00 22 13.3 1,330.00 13.3 1,330.00 I N" Drop Connertl"'I 111 70.00 10 8.1 567.00 21 12" Curv. &wer pipe I's 14.20 5,too 818 829.60 !IA 12" Cleanout 4988 24,000.00 49i12 10,829.60 FA 2,000.10 IS 12 22,625.00 12 24,000.(g) '3P 8" Clenrumt FA 875.00 1 3 2,625.00 A 12" Clrmwut Apron fn 478.u0 it 3 2,625.00 2S Service Tees to 150.00 9 8 3,824.00 8 3,824.00 r6 6" or 8" Serv. I.nterais 10 3,500.00 10 3,500.00 LF 50.00 350 467 23,350.00 24 1,200.()0 491 24,550.00 27 Television Monitorloe I.F 0.20 5.100 4988 991.60 a988 997.60 R Sp;tvn lag Crnvel TON 15.00 1.000 925 13,875.03 92'u 13,875.00 29 Cahlon" Cy 100.00 450 373 37,300.00 373 37,300.00 to Sululrain I.F 6.00 1.010 1250 7,500.00 125 3,750.00 1875 11,250.00 It 30' Ilorizontal Well Point FA 100.00 40 12 Ilorizo.. it Well point FAteasion LF 2.Do 600 4 OWOO 4 450.00 3t 12" i:ulvert 25 00.00 25 00.00 LF 00.00 302 263 12,000.00 263 12,000.00 )d Bridge Structure EA 4.000.00 2 3 12,000.00 15 Bridge FAtra Span LF 100.00 20 3 12.000.00 If,A rr' Chain link Peace FA 1,()()().0O 2 I61% (Main i.lnk Fence LS 5.01)0.00 1 37 Spring "end Drain FA 400,00 6 2 800.00 2 800.00 is 4' Willcm Starts FA 1.15 10.000 600 690.00 fi00 69U.Oi% 19 Finishing and Cleanup LF 2.00 5,400 5471 10,942.00 5471 10,942.00 Change Orders 11 Change Order N2 I .S. 1.231.54 100% 1,231.54 L.S. 15.856.72 100T. 15,856.72 GRAND TOTAI. 481,119.80 34,679.86 515,799.66 r Subtotal 481 ,11e.80 34,679.86 515,799.66 (h) Retalnage: 5% It (a) ! 24,095.99 1 ,733.99 25,789.9,3 (r) F.nrnings Payable ttrie F.stimate- ('I) - (h) 457,063.81 32.945.87 490,009.M (d) Sales Tax: 8.12 a x (a) 39,970.70 2,809.07 41 ,779.77 e) Amount due this estimate (c) 6 (d 496,034.-'. 35,754.94 531 ,789.45 (f) GRAND TOTAL (a) 4 (d) 520,090.50 37,488.93 557,579.43 .A2a r 7�� Iy ! e * , • DATE: 9 FINANCE DIRECTOR FItU•t: PUBLIC WORnS DIRECTOR SLII PROGRESS PAYMENT CONTRACTOR: R.L. Alia Company ESTIMATE NO. CONTRACT NO. 040-85 PROJECT: Honey Creek Phase Sanitary Sewer Interceptor 1. CONTRACTOR EARNINGS T1ilS ESTIMATE $ 33;-975-.ft 521145- v 1. SALES TAX R 8, 11 --?�7d� M as ql--i 3. TOTAL CONTRACT AMOUNT THIS ESTIMATE $ 36 &6i+ � -es --S`lg' 4. EARNINGS PREVIOUSLY PAID CONTRACTOR $ `��',Q 3.,K/ S. *EARNINGS DUE CONTRACTOR TIIIS ESTIMATE $ 3 —.H c= 32,t ?4587 y9010_�`I—� 6. SUBTOTAL - CONTRACTOR PAYMENTS $ 453;968.81 7. RETAINAGL ON PREVIOUS EARNINGS $ a2-,360,24-L`osC , 8. ** RETAINAGE ON EARNINGS THIS ESTIMATE 7 33.?? zs 78 9• SUBTOTAL - RETAINAGE $ 24,055.99 10. SALES TAX PREVIOUSLY PAID $ 3 ', Y7070 11. SALES TAX DUE THIS ESTIMATE +i 7 2rdoq— 41 'VIJ-7 12. SUBTOTAL - SALES TAX $ 70 *(95% x Line 1) GRAND TOTAL $ **RETAINAGE: 5 FINANCE DEPARTMENT ACTION: PAYMENT TO CONTRACTOR (Lines 5 and 11) : ACCT. 0 _ $ 34,g __ ra. ACCT. 1' $ ACCT. # $ #` ACCT. f $ � ACCT. M $ N` RETAINED AMOUNT !Line 8) : -7 3� Qy ACCT. 0 ACCT. B $ ACCT. 1 _ $ / ACCT. M $ ACCT. If $ N CHARTER 116, LAWS OF 1986 TOTAL THIS ESTIMATE $ 36,662-.44--- t- CITY OF RENTON CERTIFICATION 1 rn t"w4 .0m DO Nmur u.nrr ~4 ru itr Dr PEFA Y, TAt THE WTUDMj MW ME, /411HIOHy. Me stavicu m so RED C■T"t{.."HNOMMt,N D"o"jo H"(ft *MD ' l TM 0.4IY M O N$V. OUI M 1MMp OOUGATOM MNMOI Mt Of, Of OWMK MO TWt 1 *M Mlrwaaw/D*t TO AM COME v 01 CITY OF RENTON • DEPARTMENT OF ENGINEERING • � • MUNICIPAL BUILDING. 200 MILL AVE. SOUTH, REN70N. WA 96055e 235-2631 _■ ` , Honey Creek Phase 11 Ph:,_ECT�.IEaL+• Sewer r Inte rceotor PROGRESS PAYMENT ESTI MATC NO..IF- _ :ontract Ne. 040-85 Contractor R. L. Alit Company Clos,rg oat "`��=85 Sheet-Loth Iterr Dt:0n Unl1 Unit P"ce Est PREVIOUS TOTAL THIS ESTIMATE TOTAL TO DATE eacnp No. Otr Qty I Amount Oty Amownt Qty AmOum 1 Mobilization LS 47,357.O1 1 100E 47,357,00 0 I 0.00 100T 47.357.00 2 Clearing and Grubbing LS 32,500.00 1 1100% 32.500.00 0 0.00 1111 32,500.00 3 Timber Salvage LF 1.00 1,Coo /9SZ- ,43Z pQ O U•0L 1432 1,432.00 4 Access Road LF 72.07 3,760 3/bu 82,913:21 a 0.00 3760 82,913:21 5 CMP Culverts LS /,500.00 ] 100X 4,500.00 0 0.00 100% 4,500.00 6 18" CMP Culvert LS 8,700.00 1 1100% 8,700.00 0 0.00 100% 61700.00 7 Crushed Rock SY 3.00 650 530 1.590.00 0 0.00 $30 1,590.00 8 Temporary Patch SY 3.00 650 Z91 1673 00 9 IZ•m Z95 eu.0 9 Asphalt Concrete Pavement SY 15.00 650 530 7.950.00 0 0.00 53u 7,9b0.uu 10 Portland Cement Concrete SY 30.00 10 I 0 I 0.00 I 0 I 0.00 I 0 0.00 11 Bankrun Gravel TON 3,00 1,000 128 5.9 M-u<j 0 o •a o 1B28 5,484.00 12 Slope Rocking CY 20.00 1,500 rq ig.9 n0,37y•00 0 0.00 1418.j 28,378.00 13 Bedding (Type 11) LF 3.00 300 M I I,4ub.uu u U.UU 435 1,305.00 14 Bedding (type 111) LF 0.50 51100 4918 2 459 00 0 0.00 4918 2.459.00 15 Scour Protection Rock LF 1?.60 1,800 11430 I 18:018:00 0 0.00 1430 18,018.00 16A 12" Sewer Pipe LF 30.00 3U0 329 9,870.00 0 0.00 329 9,870.00 16B B" Sewer LF 30.00 307 154 4:620.00 0 0.DO 154 4.520.00 17A Overflow Structure LS 2,500.00 1 il' X/a -_50� 0- 0 0 00 1001 2,500.00 176 Interceptor Cut In LS 1,000.00 1 100% 1000OU D U.UU 100% 1,000.UO 18 M.N. No. 3 LS 1,250.00 1 13OZ I 1:250:00 I 0 I 0.00 100% 1,250.00 19 M.H. Type 1-48" EA 1,000.00 4 6 6,000.00 0 0.00 6 6.000.00 20 Existing M.H. Depth VF 100.00 22 .3,3 ),580.p o O 0.00 ' 13.3 1,330.00 21 8" Drop Connection VF 70.00 10 .t oo/,uu o It JO e.1 567.00 72 12" Curv. Sewer Pipe LF 74.20 5,100 70,829.60 0 0:00 4988 70,829.60 23A 12" Cleanout EA 2,000.00 15 148988 12 24,OG0.00 I 0 I 0.00 12 24.000.00 23B 8" Cleanout EA 875.00 3 3 7.A79 fin It n.nn 3 I 1 121 00 ?4 12" Cleanout Apron EA 478.00 11 g 5,92$4e 8 L 3,824.00 25 Service Tees EA. 350.00 9 1 10 1 3.500.00. ' 0 I 0.00 1 10 3ADO.D0 ?6 6" or 8" Serv. Laterals LF 50.00 350 .(('1 zi,35o.oc, z1f Izoo,t>G 49/ 246"50•de U Television Monitoring LF 0.20 5,100 u u.u0 Yq,94 eM.60 --1A6 497.6� ?8 Spawning Gravel TON 15.00 1,000 1925 I 13,875.00 I u I _ u,OU 19Zb I 13.075.00 ?9 Gabions CY 100.00 450 q�3 a7.soo 00 .� o.00 173 17 304.00 30 Subdrain LF 6.00 1,030 ,zso 7SOo.o Is <_750.uc Ibis 31 30" Horizontal Well Point EA 100.00 40 1 4 400.00 0 0.00 1 4 400.00 U Horizontal Well Point Extension LF 2.00 60U 25 50:00 I 0 I 0.00 I 25 I 50.00 13 12" Culvert LF 40.00 300 1 260 10.400.00 0 0.00_ 260 10,400.00 34 Bridge Structure EA 4,000.00 2 S /z, a A.6 . O Oxi. 3 12,000.00 35 Bridge Extra Span LF 100.00 20 I 0 I 0.00 I 0 I 9.00 0 0.00 36A 4' Chain Link Fence EA 1000:00 2 0 0.00 0 0.00 C 0.00 36B Chain Link Fence LS 5:000.00 1 0 0.00 n 0.Do 0 0.00 37 Spring Head Drain EA 400.00 6 Z. ADO. .> c' o.00 It am'n0 38 4' Willow Starts EA 1.15 0,000 0 000 ..oa 69o.o. a0- to90.o0- '� f y,y; r rgsiE" 39 Finishing and Cleanup- _-_4- LF 2.00 5,403 0 I 0.00 ;`q71 7 Twt Change Orders 01 �- -- " - 75, Ioo 1 S3 - ri7i GRAND TOTAL 481,119.80 3y,6748L 515J77'9�` a) Subtotal 481,119.80 3+,67Nta 515,799,(,L b) Reta,nage: 5% x (a1 .. .. . .__--- 24,055.99 . ... _ /1+33.1`'1 Z5,7".96 c) Earnings payable this Est. 69 (a) - tb) ----_..__ --- ---- --- _. _. 457,063.81 3494E ;;-4 'f9G,m9- x a _ d) Sales lax: 8.1% - _ 38,970.,'0 rs09,07 �(,}79.- e) Amount Due this Est. (e) and-(d) 496.034.51 ss ss;99 53), 9,4 f) Grand Total (a) and (d) 520,090.50 7g96.93 I i OAT'E: February 19, 1986 10: FINANCE DIRECTOR FROM: PUBLIC WORKS DIRECTOR SUBJECT: PROGRESS PAYMENT CONTRACTOR:_ R.L. Alia Company ESTIMATE NO. 6 CONI'RACF NO. 040-85 PROJECT: Honey Creek Phasa II Sanitary Sewer Interceptor 1 . CONTRACTOR EARNINGS '1111S FS'TIMA'1E• $ 34,679.36 2. SALES TAX 8.1% 2,809.07 3. 1'OFAI, CONTRACT AMOUNT 1111S I;S'I'IMA•fE $ 37,488,93 4. EARNINGS PREVIOUSLY FAIU CON'I'RAC'I'OR $457,063.81 5. *EARNINGS UUE CONTRACTOR MIS ES17MA'IE $ 32,945.87 6• SUBTOTAL - CON'I'RAC'IOR PAYMENTS $ 490,009.68 7. RVIA1NAGE ON PREVIOUS EARNINGS $ 24,055.99 8. ** RETAINAGE ON EARNINGS 1111S ESTIMATE 1 ,733.99 4• SJB10TAL - RUTAINA6E $ 25,789.98 IU, SALES 'FAX PREVIOUSLY PAID $ 38,970.70 11 . SALES 'FAX IR1E '11115 USI'1MATE• 2,809.07 12• SUB'1'UTAL - SALES TAX a $ 41 .779.77 *(95% x Line 1) GRAND TOTAL $557,579.43 **RFTAINAGF : Yi FINANCE DEPARTMENT_ACTION: PAYMENT TO CONTRACTOR (Lines 5 and il) : ACCT, p 421/000/C15.596.38.65.19 $ 35,754.94 p 6 ACCT. # _ $ ACCT. 8 $ a` ACCT. k _ $ RE-,A1NE0 AMOUNT (Line 8) : ACCT. k 421/000/015.596.38.65.19 $ 1 ,733.99 N 6 nccr. a � $ --- a ACCT. a $ -- b ACCT. # ACCT. a $ a — CHARTER 118. LAWS OF 1985 TOTAL THIS ESTIMATE $_ 37, 438.93 CITY OF RENTON CERTIFICATIONI T. TIC v.THA THE cn N,oms ClNIYY UNDTN s m, D[ (A [FJlRA1Y, 1NA1 ME NAIEDIATS ,IAfT AftN TUMM?D, M[ y1 SERVICES 1lE,IOTNfD CN THi VUON PEMT)AMID AA DR0,1EO NE,"' AND THAT ,w Cl tl JUfT b.1E AEM) EMAAV ORUCATgN AOAMS, N, OR' Of AENTDN, Am THAT I AM Aun*vu D TO AyTB1TWATi APO COMFY M SAND CIAK 0 c 239 668 . 500 + 27 O '7j • 75O - 1 400 . 033 - 0 c 12 . 000 + 1 200 . 000 + 997 . 600 + 3 750 . 000 + 690 . 000 + 10 942 . 00J + 1 231 . 540 + 15 856 . 72 ) + 34 679 . 860 *: 34 679 . 860 + w 34 679 . 360 x 0 . 0 = 1 733 . 993 *+ 0 c 34 679 . 860 + 1 733 . 990 - 32 945 . 870 *r' 0 c 34 679 . 8 x 0 . 08 2 809 . 063 *V 2 809 . 068 + 32 9 '. 5 . 870 + 35 754 . 93.3 *: 0 C 34 679 . 860 + 2 809 . 070 + 37 488 . 930 *'V CITY OF RENTON • DEPARTMENT OF ENGINEERING s • MUNICIPAL BUILDING, 200 MILL AVE. SOUTH, RENTON, WA. 980550 235-263t r rIC•N�Y Honey Creek - Phase 11 PROJECT Sanitary Sewer Interceptor _ PROGRESS PAYMENT ESTIMATE NO,F Contract No. 040-85 Contractor R.L. Alia Company Closing Date_ Feb. 19-1956Sheet!of I It Est PREVIOUS No Description Un,t Unit Price TOTAL THIS ESTIMATE TOTAL TO DATE QtY. Qty. Amount Qty. Amount Qty Amount 1 Muhillzation LS 47,357.00 1 100% 47,357.00 100% 47,357.00 2 clearing And Grubbing LS 32,5uO.uO I IOW 32,500.00 100% 32,500.C3 3 Timber Salvage LF I.uo 1.000 1432 1,432.00 1432 1,432.00 4 Access Raad LF 22.07 3,760 3760 82.983.20 3760 82,983.20 5 CMP Culvert$ LS 4,5u0.u0 I LOON 4,500.00 100f 4,500.00 b 18" tMP Culvert 1.5 8,700.00 1 100% 3,700.CO 100T, 8,700.00 7 Crushed Ruck Sy 3.00 650 530 1,590.()0 530 1,590.00 8 Temporary Patch SY 3.00 656 291 873.00 12,00 295 885.00 9 Asphalt Concrete Pavement SY 15.00 P50 530 7,950.00 530 7,950.00 10 Portend Cement Concrete SY 30.00 l0 II Banktun Gravel TON 3.00 1,000 1828 5,4P4.00 7828 5,494.00 12 Slope Rocking CY 20.00 1,5DO 1413,9 28,378.00 1418.9 28,378.00 13 Bedding (Type II) Lf 3.00 300 435 1,305.00 435 1,305.00 14 Bedding (Type 111) LF 0.50 5,100 4918 2,459.00 4918 2,459.00 15 Scour Protection Rock LF 12.60 1,800 1430 18,018,00 1430 18,018.00 16A 12" Sewer Pipe LF 30.JO 300 329 9,870.eO 329 9,A70.00 168 P" Sewer LF 30.00 307 154 4,620.06 154 4,620.00 17A Overilm Structure L5 2.500.00 1 Me% 2,500,00 loot 2,500.00 178 Interceptor Cut In Ls '.000.00 1 1001, 11000.00 100% 1,000.00 IR M.N. in, 3 Lh 11250.00 1 loot 1,250.00 100% 1,250,00 19 M.N ype 1-49" IA I,000.uO 4 6 6,000,00 6 6,000.00 2O Existing 11.14. Depth eF 100.00 22 13.3 1,330.00 13.3 1,330.00 ' 6" O-op Connection VF 70.00 t0 8.1 567.00 2 12 Curv. Sewer Pipe 988 829.60 r Ls 1 O.20 S,l15 4912 24,000.00 4988 70,829.60 223 i2" Cleanout EA 2,uU0.00 t5 72 24,000.00 12 24,000.00 2'_9 8" C.l eanout F.A 875.00 3 3 2,625.00 3 2,6" nn 4 12" Cleanout Apron EA 478.uO 11 8 3,824.O11 8 i 25 Service Tees LA 350.00 9 10 3,500.00 10 3, 26 6" or 8" Se". Laterals LF 50.00 350 467 23,35G.00 24 1,200.00 41 24,5, '27 Television Monitoring LF' 0.20 5.100 4988 997.60 4988 j,7. 8 Spawning Gravel TUN 15.00 1,000 925 13,875.00 925 13,875.00 29 Gabtor.s CY 100.00 450 373 37,300.00 373 37,300.00 30 Subdrain LF 6.06 1,0.,0 1250 .',500.00 625 3,750.00 1875 11,250.00 31 30" Horizontal Well Point EA 100.00 40 4 400 00 .00 . 32 Horizontal Well Point Extension LF 2.00 600 25 45000 25 50.00 73 12" Culvert LF 40.00 300 260 10,400.00 260 10,400.00 34 Bridge structure EA 4,000.00 2 3 12,000.00 3 12,000.00 35 Bridge Extra Span LF 100.03 20 76A 4' Chain link Fence EA 11000.00 2 36B C%a1n Link Fence L3 5,000.00 1 37 Spring Head Gratin EA 400.00 6 2 80).00 38 4' Willow Starts EA 1.15 10,000 .00 600 690.00 fi0 2 800 80O.00 19 Finishing and Cleanup LF 2.00 5,400 5471 10,942.00 6471 10,942.00 Change Orders dl L.S. 1.231.54 100% 1,231.54 Change Order 42 L.S. 15,856.72 100% 15,856,72 GRAND TOTAL 481,119.80 34,679.86 515,799.66. (n) 5 btutal 481,119.80 34,679.86 515,799.66 (b) Retalnage: 5% x (a) I I 24,055.99 1,733.99 25,789.98 (c) Earnings Payable this Estimate- (a) - (b) 457,063.81 32,945.87 490,009.68 (d) Sales Text 8.1% A x (a) 38,910.70 2.809.07 47,779.77 e) Mount due this estimate (c) 6 A 496,034.51 35,754.94 531,789.45 (f) GRAND TOTAL (a) 4 (d) 520,090.50 37,488.93 557,579.43 I HAMMOND.COLLIER&WADE- LIVINGSTONE AL.;'?t/Al ES.INC. C2NSULTING ENGINEERS 1943 1965- 42 YEARS OF PROFESSIONAL SERVICE GtORGE R HAMMDND PE 4010 STONE WAY NORTH DALE D ERDAML PL 6 WILLIAM P LOLLIER.PE SEATTLE.WASHINGTON 98103'8090 KENNETN L EpNGTON.PLS LARRY R WADE.PE TELEPHONE.(206)632-2664 SPLICE LIVIA uSTONE.PE 1,800-562 7707(WASH.ONLY) RANDALLD MERR.LA.PE FREDERICK G KERN PE P O BOX 2367 E R OFFE ISECHER.PE NELSKJELSTAD.PE 302 SOUTH MISSION STREET HAROLDE RAYNARE PE WENATCHEE.WASHINGTON 90001 TELEPHONE (509)662-I 762 Februery 3, 1986 Mr. Robert Bergstrom, P.E. Supervising Engineer City of R .,ton Dept. of Public Works City Hall , 200 Mill Avenue South Renton, Washin,,%ca 98055 Re: HCWL a2850 Phase II Honey Creek Progress Pay Request Dear Bob: Enclosed 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 fiyure is fair compensation 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 rlaterial , 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, Frederick G. Kern, P.E. FGK%rtf Enclosure W13-56 REPLVTO ❑SEATTLE ❑WENATCHEE 0 . 000 0 '1 47 357 . 000 + 32 500 . 000 + 1 432 . 000 + 82 983 . 209 + 4 500 . 000 + 8 700 . 000 + {!! 1 590 . 000 + I 885 . 000 + { 7 050 . 030 + 0 . 000 + 5 464 . 000 + 28 373 . 03J + 1 3^ 5 . 000 + 2 459 . 003 + f 18 018 . 003 + i 9 870 - U00 + 4 620 . 000 + 2 50U - 000 + 1 000 . 000 + i 250 • 000 + i 6 000 . 000 + i 1 330 . 000 + ; 567 . 000 + 70 829 - SDI + { 24 003 . 000 + 2 625 . 000 + j 3 824 . 000 + 3 500 . 000 + 24 550 000 + i � )7 . 600 + i + ,75 . 000 + I 37 300 . 003 + 11 250 . 000 + 400 . 009 + 50 . 000 + 10 400 . 000 + 12 000 . 000 + i 0 . 000 + 0 . 000 + 0 . 000 + k 800 . 000 + 690 . 000 + 10 942 . 000 + 1 231 . 540 + 15 856 . 720 + 515 799 . 660 *.' t ram' 0 C 515 799 . 6600 + 515 799 . 660 + .a 515 799 . 660 x 0 . 0 = 25 789 . 983 .fir. �Qu . U � i - 1 250 . 003 + 6 000 . 000 + 1 330 . 001 + 567 . 000 + 70 829 . 600 + 24 003 . 000 + 2 625 . 000 + 3 824 . 000 + 3 500 . 000 + 24 550 . 001 + 997 - 600 + 13 875 . 00') + 3q 330 . 003 + 11 250 . 000 + 400 . 00'1 + 50 . 003 + 10 400 . 00:' + 12 000 . 000 + 0 . 000 + 0 . 000 + 0 . 000 + 800 . 000 + 690 . 03 ) + 10 942 . 000 + 1 231 . 540 + 15 656 . 720 + 515 799 . 660 *' 0 C 515 799 . 6601 + 515 799 . 660 + M 515 799 . 660 x 0 . 0 = 25 789 . 985 *: 0 C 515 799 . 660 + ? ' '; 89 . 980 - 490 009 . 680 *. 0 C 515 799 . 660 + 515 '199 - 660 x 0 . 03 = 41 '77y - 772 *r 0 C 490 009 . 0' 80 + t I 41 779 . 770 + 531 789 . 450 *. 0 C 515 799 . 660 + 41 779 . 770 + 557 579 • 430 *, `^ �J CITY OF RENTON • DEPARTMENT OF ENGINEERING A ,i • N' lNiCIPAI BUILDING. 200 MILL AVE . SOU"H , RENTON, WA. 96055 . 235- 2631 Honey Creek - Phase I1 PROJECT Sanitary Sewer Intprceptor PROGRESS PAYMENT ESTIMATE NO v - entract No. 040-85 Contractor R. L. Alia Company Closing Date_ Sheet -L of Est PREVIOUS TOTAL THIS ESTIMATE TOTAL TO DATE o. Description Unit Unit Price Qty. Qty Amount Qty. Amount Qty. Amount Mobilization LS 47,357.00 1 Clearing and Grubbing LS 32,500.00 1 Timber Salvage LF 1.00 1 ,000 /Y2 /1�3z Access Road LF 22.07 3,760 I 3 ,� 82jee `% IMP Culverts LS 4,500.00 1 44cool 18" CMP Culvert LS 8,700.00 1 Crushed Rock SY 3.00 650 Temporary Patch SY 3.00 650 Asphalt Concrete Pavement SY 15.00 650 ,30 7 9�0 " Portland Cement Concrete SY 30.00 10 I - • Bankrun Gravel TON 3.00 1 ,000 /450 54 AV Slope Rocking CY 20.00 1,500 1441 2,?4?2o " Bedding (Type II) LF 3.00 300 404, /3oS Bedding (T;pe III ; LF 0.50 5,100 4-/,r 2,05 Scour Protection Rock LF 12.60 1,800 j,¢3J / D/�" 12" Sewer Pipe LF 30.00 30C y29 y.B70 ` 8" Sewer LF 30.00 307 •4/peo - __ Overflow Structure LS 2,500.00 1 / ,500 " Interceptor Cut In LS I 1 ,000.00 1 / /,000 M.H. No. 3 LS 1,250.00 1 / i,2S0 M.H. Type 1-48" EA 1 ,000.00 4 & G,.oOD Existing M.H. Depth IF 100.00 22 le G / e 30 " 8" Drop Connection VF 70.00 10 6•J S6? " 40 12" Curv. Sewer Pipe LF 14.20 "1" P$ 70,8? - A 12" Cleanout EA 2,000.00 15 9°' 8" Cleanout EA 875.00 3 !Z 3 2G25°° 12" Cleanout Apron EA 478.00 11 g 3'coz4 Service Tees EA 110*11 g y y,.' 10 %00 " 6" or 8" Serv. Laterals LF 50.00 350 4Z4 ol.I/:eeaz�e Television Monitoring LF 0.20 5,100 r l�' "?� ¢ 9 9 7 e° Spawning Gravel TON 15.00 1,000 C hntdox qZ� /,3,8 5° i Gabion; CY 100.00 450 Subdrain LF 6.00 1 ,000 30" Horizuntal Well Point IEA I 100.00 40 ttorizo.n.tal well Pont Extension LE I 2.00 600 12" Culvert 11 LF 40.00 300 I ?1.0 !�, 4av °0 Bridge Structure EA I 4,000.00 2 ,� /l, C �' Bridge Extra Span LF I 100.00 20 4 t Chain Link Fence EA ,000.00 2 S IChain Link Fence LS 5,000.00 1 Spring Head Drain EA 400.00 6 19 4' Willow Starts EA 1. 15 0,000G' FiL�.T Finishinq and Cleanup LF 2.00 5,400 54 7/ Cha,.ge Orders p TA X I �,1 GF,.,ND TOTAL4-4 j� V u �J CITY OE= RENTON • C�EPARTMEN "1 OF ENGINEERING • .a MUNICIPAL BUILDING. 200 MILL AVE . JTH. RENTON, WA 98055 • 235. 2$31 Honey Creek - Phase 11 y < PROJECT Sanitar� SeweC IntPrcpatQr - PROGRESS PAYMENT ESTIMATE NO •ntract No. 040-85 _ Contractor R. L. Alia Company Closing Date _ beet 1 ot _. �., Est PREVIOUS TOTAL THIS ESTIMATE TOTAL TO DATt Cscn ption Unit Unit Price Qty, Qty Amount Qty Amount Qty Amount Mobilization LS 47,357.00 1 100% 47,357.00 0 0.00 t.00% 47,357.00 Clearing and Grubbing LS 32,500.00 1 100% 32,500.00 0 0.00 100% 32,500.00 Timber Salvane LF 1 .00 1 ,0DO 702 702.00 730 730.00 1432 1,432.00 Access Road LF 22.07 3,760 3760 82,983.20 0 0.00 3760 82,983.20 CMP Culverts LS 4,500.00 1 1001 4,500.00 0 O.00 100% 4,500.00 18" CMP Culvert LS 8,700.00 1 100% 8,700.00 0 0.00 100% 8,700.00 Crushed Rock SY 3.00 650 530 1,590.00 0 0.00 cti 1,590.00 Temporary Patch SY 3.00 650 242 726.00 49 147.00 291 873.00 ? Asphalt Concrete Pavement SY 15.00 650 530 7,950.00 0 0.00 -530 7,950.00 Portland Cement Concrete SY 30.00 10 0 0.00 0 0.00 0 0.0n Fankrun Gravel TON 3.00 1 ,000 1430 4,290.00 398 1,194:00 1828 5,484 Slope Rocking CY 20.00 1,500 1132.9 22,658.00 308. 1 6,162.00 1441 28.820.u� Bedding (Type 11) LF 3.Ou 300 435 1,305.00 0 0.00 435 1,305.00 Bedding (Type III) LF 0.50 5,100 4918 2,459.00 0 0.00 4918 2,459 00 Scour Protection Rock Ir 12.60 1,800 1430 18,018.00 0 0.00 1430 18,018.00 12" Sewer Pipe Li 30.00 300 329 9,870.00 0 0.00 329 9,870.00 3 3" Sewer LF I 30.00 I 307 154 4,620.Ou 0 I 0.00 154 4,620.00 A Overflow Structure LS 2,500.00 1 50% 1,250.00 50% 1,250.00 100% 2,500.00 3 In-erceptor Cut In LS 1 ,000.00 1 100% 1,000.00 0 0.00 100% 1 1,000.00 14.11. No. 3 LS 1,25n.00 1 100% j 1,250.00 0 0.00 100% 1,250.00 M.H. Type 1-48" EA I 1 ,000.00 4 6 6,000.00 0 0.00 6 6,000.00 Existing M.H. Depth VF IOD.00 22 0 I 0.00 13.3 1,330.00 13.3 1,330.00 8" D op Connection VF 70.00 10 8.1 567.00 0 0.00 8.1 567.00 12" Curv. Sewer Fire LF 14.20 5,100 4988 70,829.60 0 0.00 4988 70,829.60 12" Cleanout EA 2,000.00 15 12 I 24,000.00 0 0.00 12 24,000.00 8" Cleanout EA 875.00 3 3 2,625.00 0 0.00 3 2,625.00 12" Cleanout Apron IEA 478.00 11 0 0.00 8 3,824.00 j 8 31824.00 Service Tees IEA. 350.00 9 10 3,500.00 0 0.00 3,500.00 6" or 8" Serv. Latera'.s LF 50.00 350 387 19,350.00 80 4,000.00 46 3,350.00 Television Monitoring LF 0.20 5,100 0 0.00 0 0.00 0.00 :,pawning Gravel TON 15.00 1,000 925 13,875.00 0 O.00 4C5 13,875.00 Gabions CY 100.00 450 309 30,900.00 I54 6,400,00 373 37,300.00 Subdrain LF 6.00 1,000 1230 I 7,380,00 645 3,870.00 1875 11,250.00 30" Horizontal Well Point EA 100.00 40 4 400.00 1 0 0.00 4 400.00 jHotizuntal Weil Point Extension LF j 2.00 600 1 25 50,00 0 0.00 25 50.00 12" Culvert LF I 40.00 300 260 10,400.00 0 0.00 260 10,400.00 Bridge Structure EA 4,000.00 2 0 0.00 13 12,000.00 3 12,000.00 Bridge Extra Span LF 100.00 20 0 0.00 0 0.00 0 0.00 4' Chain Link Fence EA 1 ,000.00 2 0 0.00 0 0.00 0 0.00 Chain Link Fence LS 5,000.00 1 0 0.00 0 0.00 0 0.00 Spring Head Drain EA 400.00 6 0 0.00 2 800.00 2 800.00 4' Willow Starts EA 1.15 10,000 0 0.00 0 0.00 0.00 Finishing and Cleanup LF 2.00 5,400 0 0.00 0 0.00 0.00 Change Order No. 1 (-5,771.40) -5 771.40 GRAND TOTAL $443,604.80 I $35,935.60 $479,540.40 I G I DATE: October-, 1985 TO: FINANCE DIRECTOR FR:Na PUBLIC WORKS DIRECTOR SUL. :. PROGRESS PAYMENT CONTRACTOR: R.L. Alia Company ESTIMATE NO. 5 CONTRACT NO. 040-85 PROJECT: Honey Creek Phase it Sanitary Sewer Interceptor 1. CONTRACTOR EARNINGS THIS ESTIMATE $ 33,915.00 2. SALES TAX @ B, I;' 2,747. 11 3. TOTAL CONTRACT AMOUNT THIS ESTIMATE $ 36,662. 11 4. EARNINGS PREVIOUSLY PAID CONTRACTOR $ 424,844.56 5. *EARNINGS DUE CONTRACTOR THIS ESTIMATE $ 32,219.25 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 *(95% x Line 1) GRAND TOTAL $ 520,090.50 **RETAINAGE: 5ry FINANCE DEPARTMENT ACTION: PAYMENT TO CONTRACTOn (Lines 5 and 11) : ACCT. q $ 34,966.36 5 ACCT. q _^ $ #� ACCT. 8 _ $ r= ACCT. B $ ACCT, # $ y RETAINED AMOUNT (Line 8) : ACCT. N _ $ 1 ,695.75 N 5 ACCT. N _ $ ` ACCT. M $ � ACCT. q $ #` ACCT . p $ N CHARTER 116. LAWS OF 1965 TOTAL THIS ESTIMATE $ 36,662. 11 CITY OF RENTON CERTIFICATION ` E " w,"aSr,sm ro I'Wfsl CjRrf UNDER ABfAtrf a RAAAY. T l THE WTEAINf NAV% Afro fUANI(M o me ff^tcfI Nfwwo CD mf'A"fuNw+m AC DyaGis Mf'tfw AND r-1 14 0N1f 18 A A ST. C%A AW N PAQ 04�ADOM .XUFCT me alV of Ammk AND rt j , AM AUnIDIWED TO AUTalegfNATI AND CM/N/n 1D K ,Jy�.o_CIA C w T CITY OF RENTON • DEPARTMENT OF ENGINEERING .a MUNICIPAL BUILDING, 200 MILL AVE. SOUTH, RENTON. WA 98055 . 235-2631 Honey Creek - Phase 1I PROJECT Sanitary Sewer Intergpp or PROGRESS PAYMENT ESTIMATE NO 5 entraet No. 040-85 Contractor --!. L. Alia Company Closing Date Oct. 31 ,19P.5Sheet 1 of 2 II err PREVIOUS TOTAL THIS ESTIMATE TOTAL TO DATE Deacri ti n Est �Np, p o Unit Unit Price Qty Q,y Amount Qt Am Y ount Qty Ar,.ount 1 Mobilization LS 41,357.00 1 100% 47,357,00 0 0.00 100% 47,357.00 2 Clearing and Grubbing LS 32,500.00 1 160% 32,500.00 U 0.00 100% 32,500.00 3 Timber Salvage LF 1.00 1 ,000 702 702.00 730 730.00 1432 1 ,432.00 2 Access Road LF 22.07 3,760 3760 82 983.20 0 5 CMP Culverts ILS 4,500.00 1 100% 4,500.00 0 0.00 3100 4,500.00 6 18" CMP Culvert LS 8,700.00 1 0.00 100% 8,700.00 7 Crushed Rock 530% 1 ,590.00 0 0.00 530% 1 ,590.00 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 Pavement Sy 15.90 650 530 7,950.00 0 0.00 530 7,950.90 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 1430 4,290.00 398 1 ,194.00 1828 5,484.00 Slope Rocking CY 20.00 1,500 ' BeddingT 1132,9 22,658.00 286 5,720.00 1418. 28,378.00 (Type II) LF 3.00 300 435 1 :305.00 0 I 0.00 435 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" Ser:er Pipe LF 30.00 300 329 9,870.00 0 0.00 329 9,870.00 16B 8" Sewer LF 30.00 307 154 4,620.00 I 0 0.00 154 4,620.00 17A Overflow Structure LS 2,500.00 1 50% 1 ,250.00 50% 1 ,250.00 100% 2,500.00 178 Interceptor Cut In LS I,000.CO 1 100% 1 1 ,000.00 0 0.00 100% 11000.00 18 M.H. No. 3 LS 1,250.00 1 100% 7 ,250.00 0 0.00 100% 1 ,250.00 19 M.H. Type 1-48" EA 1,000.00 4 6 i 6,000.00 0 0.00 6 5,000.00 20 Existing M.H. Depth 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 8.1 567.00 0 I 0.00 8.1 567,00 22 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 24000:00 0 0.00 12 24,000.00 23B 8" Cleanout EA 875.00 3 3 2,625.00 0 0.00 I 3 2,625.00 24 12" Cleanout Apron EA 478,00 11 25 Service Tees EA. 478.00 9 0 0.00 8 3,824.00 8 3,824.00 26 6" or 8" Serv. Laterals LF 50.00 350 10 9,350.00 0 0.00 10 3,350.00 27 Television Monitoring387 19,350.00 80 4,000.00 467 23,350.00 LF 0,20 5,100 0.00 0 0.00 0 0.00 ?8 Spawning Gravel TON 15.00 .1,000 925 13,875:00 0 0.00 925 13,875.00 l ?9 Gabions CY 100.00 450 345 I 34,500.00 28 2,800.00 373 37,300.00 30 Subdrain ILF 6.00 � 1,000 12JO 1 7,380.00 20 120.00 1250 I 7,500.00 41 30" Horizontal Well Point JIEA 400.00 12 "crizcotal 6!ell ^oirt Extension LF p.n^ 6n 400.�J 1 0 0.00 4 31 12" Culvert o L5 50.00 0 0.00 1 25 50.00 + LF 40.00 300 260 10,400.00 I 0 1 0.00 1260 10,400.00 34 Bridge Structure IEA 4,000.00 2 0 ! 3� Bridge Extra Span ILF '100.00 20 0 0.00 3 12,000.00 3 T2,000.00 35A 4' Chain Link Fenre EA 1,000.00 2 0.00 0 0.00 0 O.00:i. 368 Chain Link Fence LS 5 000.-0 1 0 0.00 0 0.00 0 0.00 37 Spring Head Drain EA '400.00 6 O 0.00 O 0.00 0 0.00 i 38 4' Willow Starts EA 1.15 0,000 0 C.00 2 800.00 E 800.00 39 Finishing and Cleanup LF Z,00 5,400 0 0.00 0 0.00 0 0.00 Change Orders O 0.00 0 0.00 0 0.00 GRAND TOTAL $447,204.80 I $ 33,915.00 $481 ,119.80 (a) Subtotal 447,204.80 33,915.00 481,119.80 (b) Retainage: 5% x (a) i 22,360.24 1,695.75 24,055.99 (c) Earnings Payable this Est. (a) - (b) 424,844.56 32,219.25 457,063.81 (� Sales Te 8. 1% x (a) 36223.59 2,747.11 38,970.70 Amount Due this Est. (c) and (d) 1 46 :068. 15 34,966.36 496,034.51 (f) Grand Total (a) and (d) I 483,428.39 36,662. 11 520,090.50 • DATE: October•, 1985 . T-J' FINANCE DIRECTOR FRCMa: PUBLIC WORKS DIRECTOR SUU- 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 S 33,915.00 2. SALES TAX @ 8.1K 2,747. 11 3. TOTAL CONTRACT AMOUNT THIS ESTIMATE S 36,662.11 4. EARNINGS PREVIOUSLY PAID CONTRACTOR $ 424,844.56 S. *EARNINGS DUE CONTRACTOR THIS ESTIMATE $ 32,219.25 6. SUBTOTAL - CONTRACTOR PAYMENTS $ 457,063.81 7. RETAINAGE ON PREVIOUS EARNINGS $ 22,360.24 8. ** 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 TNIS ESTIMATE 2,747. 11 12. SURTUTAL - SALES TAX $ 38,970.70 *(95% x Line 1) GRAND TOTAL $ 520,090.50 **RETAINAGE: 5� FINANCE DEPARTMENT ACTION: PAYMENT TO CONTRACTOR (Lines 5 and 11) . ACCT. M $ 34,966.36 ! 5 ACCT. 8 _ $ M� ACCT. N S Y ACCT. M $ ACCT. N E r RETAINED AMOUNT (line 8) : ` ACCT. M - $ 1 ,695,75 N 5 ACCT. # $ #` ACCT. N $ ACCT. M $ ACCT. $ M` CHARTER 116. LAWS OF INS TOTAL THIS ESTIMATE $ 36,662. 11 CITY OF RENTON CERTIFICATION `,u '� I na ~R9HMlm 00 "WEA, CEARN N~'7UtTY OF .'.�7/ AEA" V. 1MA7 ME MATL%ALA MN MN /IDN1EMm. 1N! '1 AEft'"01E00ER10 CID ME LAMON RVR014Am N OErp4EEg ` ME*EW A "M' THE. CIMM 0 A A%', MA AM W-AD �INl1GEiNlM ^ri Sl 111E T1 0/ 11M/0El AID OM/ 1 AEA AUDIOMMO 10 Ay T•AID tafl�l 70 may,=�.� 7 'R �• CiTY OF RENTON • DEPARTMENT OF ENGINEERING e • MUNICIPAL BUILDING, 200 MILL AVE. SOUTH. RENTON. DNA 98055- 235-2631 1 Honey Creek - Phase II PROJECT Sxnitxry Sewer Intprcpntnr PROGRESS PAYMENT ESTIMATE NO. 5 _ 7ontract No. 04y-85 Contractor R. L. Alia Company Closing Date Or-t_31,1g855heetlot� Iter, Est PREVIOUS TOTAL THIS ESTIM:.TE TOTAL TO DATE NO, Descnptlon Unit Unit Pnce QIr Qty Amoum Qtr. Amount Qty Amount 1 Mobilization LS 47,357.00 1 100E 47,357.00 0 0.00 100E 47,357.00 2 Clearing and Grubbing LS 32,500.00 1 1DOC 32,500.00 0 0.00 100E 32.500.00 3 Timber Salvage LF 1.00 1,000 702 702.00 73D 730.00 7432 7,432.00 4 Access Road LF 22.U7 3,760 3760 82,983.20 0 0.00 3760 82,983.20 5 CMP Culverts LS 4,500.00 1 100E 4,500.00 0 0.00 100% 4,500.F.0 6 18" CMP Culvert LS 8,700.00 1 100E 8,700.00 0 0.00 100E 8,/OO.JO 7 Crushed Rock SY 3.00 650 530 1.590.00 0 0.00 530 1159C.00 8 Temporary Patch Sy 3.00 650 242 I 726.00 49 147.00 291 873.00 9 Asphalt Concrete Pavement SY 15.00 650 530 7,950.00 0 I 0.00 531) 7.950.00 10 Portland Cement Concrete Sy 30.00 10 0 0.00 0 0.00 0.00 11 Bankrun Gravel TON 1.00 1,000 1430 4,290.00 398 1,194.00 1828 5,484.00 12 Slope Rocking CY 20.00 1,500 1132.9 22,658.00 286 5,720.00 1418. 28 378.00 13 Bedding (Type 11) LF 3.00 300 435 1,305.00 0 I 0.00 435 1,305,00 14 Bedding (Type 111) LF 0.50 5,100 4918 2.459.00 0 0.00 4978 2,459.00 15 Scour Protection Rock LF 12.60 1,800 1430 18,018.00 0 I 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 !68 8" Sewer LF 30.00 307 154 4,620.00 0 0�00 154 4,620.00 17A Overflow Structure LS 2.500.00 1 50% 1,250.00 50E 1,2d^.00 ID^t 2,500.00 178 Interceptor Cut In LS 1,000.00 1 100E i 1,000.00 0 n,on IDo,'^' I 11000.00 18 M.N. No. 3 LS 1,250.00 1 100E 1,250.00 0 C,eo ! 1,250.00 19 M.H. Type 1-48" EA 1,000_00 4 6 6,000.00 0 o.dC 6 I 6.000.00 20 Existing M.N. Depth Vr 100.00 22 0 0.00 13.'s .50.M00 I3.3 1,330.00 21 8" Drop Connection VF 70.00 30 8.) 567.00 0 11.00 i 8.1 967.00 22 12" Curv. Sewer Pipe LF 14.20 5,100 4988 70,629.60 0 0.aI 4. ^0 I 7C,829.60 23A 12" Cleanout EA 2,000.00 15 72 I 24.000.00 0 ,,00 2 24.000.30 238 8" Cleanout EA 875.DO 3 3 24,00 2,625.00 0 C ..0 j (24 12" Cleanout Apron EA 478.00 11 2:.00 p O.CJ 8 I 1,124 ,,;` + i 2.6 �5 Service Tees ER 350.00 9 10 3,500.00 0 O.Ou 1 10 ? 1110.00 6 6" or 8" Saris. Laterals LF 50.00 350 _7 Television Monitoring LF 0.20 5,100 387 19,350.00 80 4.000.00 ( etl [.,,350.00 28 Spawning Gravel TON 15.00 1,000 925 13,875:00 0 0.� 925 I 13,875:00 29 Gabi ons CY 100.00 450 345 34,500.0 28 2,800.00 373 37,300.00 30 Subdrain LF 6.00 1,000 I12JO 7.380.00 20 120.00 1250 7,500.00 31 30" Horizontal Well Point EA 1DO.00 40 400.00 0 I 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 10,4DO.00 0 0.00 260 10,400.00 34 Bridge Structure EA 4,000.00 2 0 0.00 3 12,000.00 3 12,000.00 35 Bridge Extra Span LF 100.D0 20 0 0.DO 0 0.00 0 0.00?SA 4' Chain Link Fence EA "'0"'0 2 p 0.00 0 0.00 0 0.00 36B Chain Link Fence LS 5,000.00 1 0 0.00 0 0.00 0 O.Oc 37 Spring Need Drain. EA 400.00 6 0 0.00 2 800.00 a 800.00 3B 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 If J GRANU TOTAL $447,204.bu $31,915.00 6481,119.80 a) Subtotal 447,204.80 I 33,915.00 143],119.80 b) Retainage: 5E x (a) 22,360.24 1,69E.75 24,055.99 c) Earnings Payable this Est. (a) - (b) I 424,844.56 32,219.25 457,063.81 d) Sates Tax: 8,1E x (a) f 36,223.59 2,747,11 38,970.)0 e) Amount Due this Est. (c) and (d) I 461,068.15 34,966.36 496,034,51 f) Grand Total (a) and (d) 483,426.39 36,662.11 520,090 50 f I . I CITY OF RENTON • DEPARTMENT OF ENGINEERING s _ • MUNICIPAL BUILDING, 200 MILL AVE. SOUTH, P ^•' +,n vHt-r55 � 235.2631 Honey Creek - Phase 11 PROJECT.SanirarySewer Intercriptrir PROGRESS PAN ttL , �ontract No,_.,QQ45 Contracwr_R. L. Alia Company ��\fly / 5 Shert.,j,_of 2 ttwT Est PREVIOL.'S TO NO Description Unit Unit Price TOTAL TO DATE _ QtY Qty Amoum ..,,y Qfy AmJunt 1 Mobilization LS 47,357.05 1 1001, 47,357.,pQs- Ox 0..00 100% 47,357.00 2 Clearing and Grubbing LS 32,500.00 1 •99%l 24 �q 1f1 c 3 2rt?,_00�<. 100% 32,500.00 3 Timber Salvage LF 1.0C 1,000 4 Access Road of a 7r z.vc: dot „t.o� CMPLF 00.07 3,760 1880 44,491 60 efb w,ei-0.00 1880 -1;41" 5 18" Culverts LS 4,500.00 1 75 0 a, •. 0 pg. % 6 IB" CHIP Culvert 26.. a eio,- 0.00 -5% LS 8,703.00 1 90% 7,830.00 cyS1 fiva<., 0.00 984t ,830,00 7 Crushed Rock Sy 3.00 650 3Y 8. 717 9:00 rug ier,- 744-760 a v-2-3gr 9V 310.88 8 Temporary Patch Sy 3.00 650 C, u 9 Asphalt Concrete Pavement SY 15.00 650 z31 0 R51b5. 0.00 , �39 y1 z.a 7cs i0 Portland Cement Concrete Sy 30.00 IQ KO 3,585.00 11 Bankrun Gravel tTON 3,00 1,000 0,0 � .EO `1430 4,290.00 2 Slope Rocking CY 20.00 1,500 Beddinge... ; 3z.' zz.&Ths - (Type II) LF 3,00 300 wg ez., 0.00 r 0-54 462 00- y .-}5¢ sas.462-r68 .4 Bedding (Type Il!) LF 0.50 5,1O0 3200 1,600.00 '11718 859.00 4918 2,459.00 i5 Scour Protection Rock LF 12.60 � 1,800 0 0.00 i1430 18,018.00 1430 18,018.00 16A 12" Sewer Pipe LF 30.00 300 0 168 B" Sewer LF 30.00 I 307 0 [.00 Is54 y 620 CO '24 4,620.00 17A Overflow Structure 0.c' 154 4,620.00 I54 4,b20.00 LS 2,500.00 1 � o.c. 4�: 1,z�4„1. ��•, i,zso.a� 1778 Interceptor Cut In LS 1,000.00 1 0 0.00 100% 1,000.00 300% 1,000.00 LS 1,250,00 1 o 0", ,vc; Iz6<, 19 M.H. Type 1-46" EA 1,000,00 4 o f V,000 00 Z 2 3-*.000.00 6 YI 60,000.00 20 Existing M.H. Depth VF 100.00 22 21 8" Drop Connection VF 70.00 30 ?2 IVCurv. Sewer Pipe LF 14.20 5,100 3200 45440.D0 3i88 25,389.60 4988 70,829.60 33A 12" Cleanout EA 2,000.00 15 8 16:000,00 4 8,000.00 12 24,000.00 23B 8" Cleanout EA 875.00 3 2 1,750.U0 I 875.00 3 2,625.00 24 12" Cleanout Anron EA 478.00 11 ?5 Service Tees 26 6" or 8" Serv. Laterals EA. 350.00 9 0 0.00 10 LF 3,500.00 10 3,500.00 ?7 Television Monitoring 50.00 350 I00 5,000.00 287 i 14,350.00 387 19,350.00 LF 0.20 5,100 ?8 Spawning Gravel TON 15.00 1,000 0 0.00 925 CY 113,875.00 925 13,875.00 ?9 Gabions 100.00 450 v.+ 0 z_ .w 0r00- 234 23,400.00 234 23,400.00 30 Subdrain LF 6.00 1,000 'Zi,0- 7Zv .B.G6- 1230a 7 1 .K,m 1230 ev7,260-Ap 31 30" Horizontal Well Point EA 100.00 40 4 400,00 0 0.00 4 32 Horizontal Well Point Extension LF 400.00 33 i2" Culverr ❑ 2.OG I 600 25 I 50.00 I 0 0,00 75 n L. 60.0_ 4 bridge Structure 0 v a 00 260 10,400.00 260 10,400.00 9 EA 4,000.00 2 i 35 Bridge Extra Span LF 100.00 20 36A 4' Chain Lino Fence EA 1.000.00 2 36B Chain Link Fence LS 51000.00 1 37 Spring Head Drain EA 400.00 6 18 4' Willow Starts EA 1.15 0,000 39 Finishing and Cleanup LF Z.00 5,400 Change Orders GRAND TOTAL • �1,.49.225r68' Subtotal $197,168,60 149,225.60 346,394.20 Retainage: 5% x (a) 4) 9,852.43 7,461.28 17,319.71 Earnings Payable this Estimate - 187,310,18 141,764.31 I 329,074.49 (a) - (b) Sales Tax. 8.1% * x (a) 15,970.66 11,515.72- 27,486.38 Amount due this estimate (c) d (d I 203,280.84 153,280.04 I 356,560.8' GRAND TOTAL (a) 6 (d) 213,139,26 160,741.32 373,6�0.58 / N , i CITY OF RENTON s DEPARTMENT OF ENGINEERING A • a • MUNICIPAL BUILDING, 200 MILL AVE. SOUTH, RE!JTON, V'!A, 96055. 235-2631 Honey Creek - Phase II PROJECT Sanitary Sewer Interceptor PROGRESS PAYMENT ESTIMA"S E NO.�`- �'ontract No. 040-85 Contractor R. L. Alia Company Closing Date Oct. 31 , 1985Sheet I of herr Est. PREVIOUS TOTALI THIS ESTIMATE TOTAL TO DATE No Description Unit Unit Price Qty, Qty Amount Qty. Amount Qty Amount -I Mobilization LS 47,357.00 1 1QO% 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 1.00 1 ,000 702 702.00 730 730.00 1432 1 ,43?.00 4 Acce;s Road LF 22.07 3,760 3760 82,983.20 0 I 0.00 3760 82,983.20 5 CMP Culverts LS 4. 500.CO 1 100% 4,500.00 0 0.00 100% 4,500.00 G 18" CMP Culvert LS 8,.,00.00 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 !42 726.00 49 147.00 291 873.00 9 Asphalt Concrete Pavement SY 15.00 650 630 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 11 Bankrun Gravel TON 3.00 1,000 1430 4,290.00 398 1 .194.00 1828 5,484.00 12 Slope Rocking CY 20.00 1,500 1132.9 22658.00 286 5,720.00 1418.S 28,378.00 I� Bedding (Type 11) LF 3.00 300 435 1 :305.00 0 0.00 435 11305.00 l Bedding (Typt III) LF 0.50 5,100 4918 2,459.00 0 O.00 4918 2,459.00 15 Scour Protection Rock IF 12.60 1,800 1430 18,018.00 0 0.00 1430 18,018.00 iGA 12" Sewer Pipe LF 3C.00 300 329 9870.00 0 0.00 329 9870.00 IGB 8" Sewer LF 30.00 307 154 4:620.00 0 0.00 154 4:620.00 17A Overflow Structure LS 2,500.00 1 50% 1 ,250.00 50% 1 ,250.00 100% 2.500.00 173 Interceptor Cut In LS 1.000.00 1 100% 11000.00 0 0.00 100% 1 ,000.00 18 M.H. No. 3 LS 1,250.00 1 100% 1 ,250.00 0 0.00 100% 1 ,250.00 19 M.N. Type 1-48" EA 1,000.00 4 6 6,000.00. 0 0.00 6 6,000.00 20 Existing M.N. Depth VF 100.00 22 0 0.00 13.3 1 ,330.00 13.3 1 ,330.00 21 8" Drop Connection VF 70.00 10 8.1 567.00 0 0.00 8.1 567.00 22 12" Curv. Sewer Pipe LF 14.20 5,100 4968 70,829.60 O 0.00 4;88 70,829•.60 23A 12" Cleanout EA 2,000.00 15 12 24,000.00• 0 0.00 12 24,000.00 23B 8" Cleanout EA 875.00 3 3 2,625.00 0 0.00 3 2,625.00 24 12" Cleanout Apron EA 478.00 ill 0 0.00 8 3,824.00 8 3,824.00 25 Service Tees EA. 350.00 9 10 3,500.00 0 1 0.00 10 3,500.00 26 6" or 8" Serv. Laterals LF 50.00 350 387 19,350,00' 30 4,000.00 467 23.350.00 27 Television Monitoring LF 0.20 5,100 0 0.00 0 0.00 0 0.00 28 Spawning Gravel TON 15.00 1,000 925 0� a Q.,QQ 925 13, 75.00 29 Gabions CY 100.00 450 29� *4za -6() 373 37,300.00 n0 Subdrain LF 6.00 1,000 12JO 7,380.00 20 120.00 1250 7,500.00 31 30" Horizontal Well Point EA 100.00 40 .400.00 0 0.00 4 400.00 I2 Horizontal Well Point Extension LF 2.00 600 .w 25 50.00 0 0.00 25 50.00 13 12" Culvert LF 40.00 3UO 260 10,400.00 0 0.00 260 10,400.00 34 Bridge Structure EA 4,000.00 2 0 0.00 3 12,000.00 3 12,000.00 35 Bridge Extra Span LF 100.00 20 0 0.00 0 0.00 0 0.00 36A 4' Chain Link Fence EA 1,000.00 2 0 0.00 0 0.00 0 0.00 36B Chain Link Fence LS 5,n00.00 1 0 0.00 0 0.00 0 0.00 37 Spring Head Drain 'EA 400.00 6 0 0.00 2 800.00 2 800.30 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 �,400 0 0.P0 0.00 0 0.00 Change Orders ao �3 q 79°Y GRAND TOTAL $443.604-:80- >r37;}strr90 , y a -- .- �r915'" tl mil,ll q j d o a xC«� `i �Z 7g711 38 47o-7a ��G11obE,15 'i.4v . y9e a3y (C4d > cY�Iut� ��-In� Cq �c�) � w3,yz�,3`� 3ro� ��z 620j090 CITY OF RENTON • DEPARTMENT OF ENGINEERING • • MUNICIPAL BUILDING. 200 MILL AVE . SOUTH, RENTON. WA 98055 . 235-2531 Honey Creek - Phase IT PROJECT Sanitary sewer lnterceutol_- PROGRESS PAYME' ,T ESTIMATE NO , 5 "ontract No. 040-85 Contractor R. L. Alia Company Closing Date Oct4!I , 1985S-ieet 1 of 2 Itef Est PREVIOUS TOTAL, TI-HS ESTIMATE TOTAL T6 DATE No Description Unit Unit Price Qty Amount Qty. Amount Qty Amount 1 Mobilization LS 47,357.00 1 100% 47,357,Q0 0 0.00 100% 47,357.00 2 Clearing and Grubbing LS 32,500.00 1 100% 32,500.00 0 0.00 1100% 32,500.O1 3 Timber Salvage LF 1.00 1 ,000 702 702.00 730 730.00 432 1 ,432.00 4 Access Road LF 22.07 3,760 3760 82,983.20 0 0.00 :3760 82,983.20 5 CMP Culverts LS 4,500.00 1 100% 4,500.00 0 0.00 iDO% 4,500.00 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 1530 1 ,590.00 0 0.00 530 1 ,590.00 8 Temporary Patch SY 3.00 650 242 I 726.00 49 147.00 291 873.00 9 Asphalt Concrete Pavement SY 15.00 650 53C 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 11 Bankrun Gravel TON 3.00 1 ,000 1430 4,290.00 398 1 ,194.D0 � 1121 1,481,00 Slope Rocking C" 20.00 1,500 1132.9 22,658.00 286 5.720.00 1413. 28,378.00 Bedding (TYpn 11) L. 3.00 300 435 1 :305.00 0 0.00 435 1 105.00 1 Beddiri ( fypr 1I1) LF 0.50 5,100 4918 2,459.00 0 0.00 4918 459.00 15 Scour Pr•oLottion Rock LF 12.60 1,800 1430 18,018.00 0 O.OU 11430 18,018.00 16A 12" Sewer Pipe LF 30.00 300 329 9,870.00 0 0.00 329 9,870.00 16B 8" Sewer LF 30.00 307 154 4,620.00 0 0.00 154 4,620.00 17A Overflow Structure LS 2,500.00 1 I 50% 1 ,250.00 59% 1 ,250.00 100% 2,500.00 178 Interceptor Cut In LS 1,000.00 1 1007 1 ,000.00 0 0.00 100% 1 ,000.00 18 M.H. No. 3 LS 1 ,250.00 1 100% 1 ,250.00 0 0.00 100% 1 ,250.00 19 M.H. Type ' •48" EA 1 ,000.00 4 6 6,000.00 0 0.00 E 6,000.00 o Existing M.H. Depth VF lOG.00 22 0 0.00 13.3 1 ,330.00 13.3 1 ,330.00 '1 8" Drop Connection VF 70.00 10 8. 1 567.00 0 0.00 8.1 567.00 ?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,OOO.00 15 12 24,000.00 0 0.00 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 478.00 11 0 0.00 8 3,824.00 8 3,824.00 ?5 Service Tees EA 350.00 9 10 3,500.00 0 1 0.00 10 3,500.Or ?6 6" or 8" Serv. Laterals LF 50.00 350 387 19,350.00 80 4,000.00 467 23,350.06 ?7 Television Monitoring LF 0.20 5,i00 0 0.00 0 0.00 0 0.00 '8 Spawning Gravel TON 15.00 1 ,000 925 3,875.00 0 0.00 925 13,875.00 ?9 Gabions Cy 100,00 450 3eg ? 5 id'§09-80 64 ` -6;400:00 373 37,300.00 30 Subdrain LF 6.00 1,000 12JO 7:380.00 20 120.00 1250 7,501,00 31 30" Horizontal Well Point EA 100.00 40 400.00 0 I 0.00 4 400.00 Iz Horizontal well Point Extension LF 2.U0 I 6U0 .r 25 50.00 I 0 0.00 25 50.00 33 12" Culvert LF 40.00 300 260 10,A00.00 0 0.00 260 10,400.00 34 Bridge Structure EA 4,000.00 I 2 0 0.00 3 I 12,000.00 3 12,000.O0 35 Bridge Extra Span LF 100.00 20 0 0.00 0 0.00 0 0.00 36A 4' Chain Link Fence EA 1 ,000.00 2 0 0.00 0 0.00 0 0.00 ,6B Chain Link Fence L5 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 2 800.00 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 15,400 0 0.00 0 0.00 0 0.00 Change Orders GRAND TOTAL $443,604.80- $37,515.00 481;119:80 i zs •i y 57/ L .1 ;1 , %k ' 41RDR �• CITY OF RENTON + DEPARTMENT O \G 1^I ! MUNICIPAL BUILDING. 200 MILL AVE. SOUTH, RENTON, _ 631 V ' Honey Creek - Phase 11 PROJECT Sanitary Sewer interceptor PROGRESS HAVMENT Ef Contract No. 040-85 Contractor R.L. Alia Comnan Y Closm40ate Sheet!-of i 1t cnption - -Est. PREVIOUS TOTAL HIS ESTIMATE TOTAL IODATE Un, 'rHt Pr,ce Des ,)ty Qty Amount Qty. Amount Qty. Arnourtt 1 Mobilization LS 47,357.00, 1 100% 47,357,0 � 07 .UO 1007 47,357.00 2 Clearing And Grubbing hS 32,5o0,uO ) 100Z 32.4 2,500. OZ 0.00 IOOZ 32,5011.00 3 Timber Salvage LF I.uO I,000 0 1pC 4 Access Koad LF 22.07 3,760 9k 0' 0`- 00 702 IBBo 491. 880 491,60� 3760 ,9 5 CMP Culverts LS 4,5u0.00 1 757 �7T5 1)ff" 257 �i.T25,00 100% 4,500.00 1 6 18" CMP Culvert LS 8,700.00 1 90Z 7,830.00 10% 870.00 loo� 8,700.00 7 Crushed Rock SY 3.00 650 239 717.00 291 873.00 510 1,59tf.00 8 Temporary Patch SY 3.00 650 0 0.00 242 726.00 242 726.00 9 Asphalt Concrete Patement SY 15.00 650 239 3,585.30 291 4,365.00 530 7,950.00 10 porland Cement Concrete- -- --SY ----30.00 - -10 _ _ 11 Bankrun Gravel TON 3.00 1,000 1430 4,290.00 0 0.00 1430 4,290.00 2 Slope Rocking CY 20.00 1,500 0 0.00 1132.9 22,658.00 1132. 22,658.00 Bedding (Type II) 1.17 3.00 300 154 462.00 281 843,00 435 1,305.00 14 Bedding (Type 1II) LF 0.50 5,100 4918 2,459.00 0 0.00 4918 2,459.00 15 Scour Protection Rock LF 12.60 1,800 1430 18,018.00 0 0.00 1430 18,018.00 16A 12" Sewer Pipe LF 30.00 300 0 0.00 329 9,870.00 329 9,870.00 16B 8" Sewer LF 3u.00 307 154 4,620.00 0 0,00 154 4,620.00 17A Overflow Structure LS 2,500.00 1 0 0.00 507 1,250.00 50% 1,250.00 17B Interceptor Cut In LS 1,000.00 1 1007 1,000.00 0 0.00 1001 1.000.00 18 M.H. No. 3 �S 1,250.00 1 0 0.00 loot 1,250.00 1002 1,250.00 19 M.H. Type M.H.1-48" EA L,O.UC.Uo 4 3 3,000.00 3 3.000.00 _ 660000.00 20 Existin6 .H, Depth VF LW-P0 p - i(- ---${ 21 8" Drop Connection VP 70.00 1�(1'- ,7 p A&1 Sm7 -- p47ea Z 12" Cu rv. Sewer Pipe LS - -- 14.20 S,100 " a} .. ...fig_ 23A 12" dleanout EA 2,UOo.00 15 12 24,000.00 0 23B 8" Cleanou[ 12 1 ,625.00 EA 875.OU 3 3 2,625.00 0 0,00 3 2,625.00 24 12" Cleanout Apron EA 478.U0 11 25 Service Tees EA 350.00 9 10 3>SU0,00 0 I 0.00 10 ?,500,00 26 6" or 8" Serv. Laterals LF 50.00 350 387 19,350.00 0 0.00 27 Television Monitoring LP 0.20 5,10o --- "-.--_- -._.-- -. __„_- 28 Spawning Gravel TON 15.00 1,uDD 925 13,875,00 0 0.00 ` 925 13.875.00 29 Gabfons CY 100.00 :-50 234 23,400.00 ill 11,100.00 g w- 34,500.00 30 Subdrai^ LF 6.00 1,000 !,,, 10 7,260.00 20 120.00 1230 7,380.00 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 1 25 50.00 0 0.00 25 50.00 33 12" Culvert TIP 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 36A 4' Chain Link Fence EA 1,000.00 2 36B Chain Link Fence LS 5,000.00 1 37 Spring Head Drain EA 400.00 u 38 4' Willow Starts EA 1.15 10,000 39 Finishing and Cleanup L: 2.00 5,400 Change Orders GRAND TOTAL ; 346,394.20 100,810.60 447,204.80 I 10) 3yc, Subtotal .40 100,810.60 447,2U4.80 (b) Retaivage: 5% x (a) 17,319.71 - 5,040.53 22,360.24 (c) Earning> Payable this E,stlmate- 329,074.49 95,/70.07 424,844.56 (a) - (b) (d) Sales Tax: 8.1% • x (a) 1 28,057.93 8.165.66 3b,223.59 (e) Amount due this estimate (c) b (d 73 357,132.42 103,931.72- 461,0b8.15 (f) .;RAND TOTAL (a) b (d) 314,452.13 108,976.2b 483,428.39 i 09 0 • C V" 47 357 . 00 + 32 500 . 00 + 0 • : 702 . 00 + t6k 0 • C 82 983 . 20 + 4 500 . 00 + 0 • C � 47 357 . 00 + 8 700 . 00 + i W'\ 0 • 0 �,,_' 32 500 . 00 + 1 590 • OU + -r 41 491 • 60 + 726 . 00 + 702 . 00 + 3 375 . 00 + 7 950 . 00 + 41 491 . 60 + 7 830 . 00 + 4 290 . 0C 1 125 . 00 + 717 . 00 + 22 558 • 00 + 870 . 00 + 3 585 . 00 + 1 305 . 00 + 873 . 00 + 4 290 . 00 + 2 459 . 00 + 726 . 00 + 462 . 00 + 18 018 . 00 + 4 365 . 00 + 2 459 . 00 + 9 870 . 00 + 22 653 . 00 + 18 Ol • 00 + 4 61 `l • 00 + 843 . 00 + 4 620 . 00 + i 250 . 00 + 9 870 . 00 + 1 000 . 00 + 1 000 . 00 + 1 250 . 00 + 3 000 . 00 + 1 250 . 00 + 1 250 . 00 + 70 829 . 60 + 6 000 . 00 + 3 000 . 00 + 24 000 . OU + 567 . 09 + 567 . 00 + 2 625 • 00 + 70 829 . 60 + W 11 100 • 00 + 3 500 . 00 + 24 000 . 00 + 120 . 00 + 19 350 . 00 + 2 Le5 . 00 + 100 810 . 60 * 13 875 . 00 + 3 500 . 00 + 23 400 . 00 + 19 350 . 00 + 7 260 OU + 13 875 . 00 + I 400 . 00 + 34 500 . 00 + 50 . 00 + 7 380 . 00 + 10 400 . 00 + 400 . 00 + 346 394 . 20 * 50 . 00 + 10 400 • DO + 447 [04 - RA * CITY OF RENTON • DEPARTMENT OF ENGINEERING • i • MUNICIPAL BUILDING. 200 MILL AVE . SOUTH , R" `1 `"'A CiRn55 * 235- 26:31 •��w�� ioney Creek - Phase II PROJEC I Sanitary. Sewer Interyeptor PROGRESS PAS ! )� l 1Lll �ontraet No. 040-85 _ Contractor R. L. Alia Crmpany I�1(� y / 5 __ Sheet 1 ot _2 Est PREVIOUS TO TOTAL TO DATE No nescription Unit Unit Price Qty, Qt7 Amount v'r . .... ... Qty Amount I Mobilization LS 47,357.00 1 100% 47,° 7. �o 0% 0.00 100% 47,357.00 2 Clearing and Grubbing LS 32,500.00 1 9C+o ' 4W_ 3;ES0.�Oc. 100% 32,500.00 3 Timber Salvage LF 1.00 1,000 '.�a 7c Z V Z.00 7cz 7cx. 4 Access Road LF 22.07 3,760 1880 44,491.60 10,% gitSW 0.00 ,7 41;441'.b( 5 CMP Culverts LS 4,500.00 1 7'yO- 0-20- 25% ,r Sa/ 3}500 "}5% 3;313a�0 6 18' CMP Culvert LS 8,700.00 1 90% 7,830.00 royD hio,M 0.00 '96a 00 7 Crushed Rock SY 3.00 650 4- 711 0-c00 Z1 �39 yzs%}}} 60 s v�3g1 9c Mf.ee 8 Temporary Patch 3.U0 650 �y2 7" 9 Asphalt Concrete Pavement SY 15.00 650 23" 6' 3-;f,s- 0.00 r1, 234 t «_= 3T585:60 239 03,585.00 10 Portland Cement Concrete 1 ,y SY 30.00 10 1 Bankrun Gravel TON 3.00 1,000 a 0 + 0-60 1439 a 499=86 1430 4,290.00 12 Slope Rocking CY 20.00 1,500 1 rz b,r z. ! zz ct= �3 Bedding (Type II) LF 3.00 300 1 10 0.00 r 154-- E u. 46�:40 '354- ,0 < �00 14 Bedding (Type II1) LF 0.50 5,100 3200�+✓ 1 60@:fl0, • 1718 c 859:60 4918 2,459.00 15 Scour Protection Rock LF 12.60 1,800 0 0.00 4430-- 19,018.00 1430 18,018.00 L6A 12" Sewer Pipe LF 30.00 300 - t ?z9 16B 8" Sewer LF 30.00 307 0 I 0.00 111 4-,6?S`MO 111 4,611,10 17A Overflow Structure LS 2,500.00 1 - z 17B Interceptor Cut In LS 1,000.00 1 0 4:00 180,% I - 1r909 80 100% 1,000.00 18 M.H. No. 3 LS 1,250.00 1 1, 2s0 i, z 19 M.H. Type 1-48" EA 1,000.00 4 -t -4,000.00 t amags lee 2' h#1000.00 20 Existing M.H. Depth VF J0.00 22 21 8" Drop Connection VF 70.00 10 92 12" Cur•v. Sewer Pipe LF 14.20 5,100 132110 41,440*00 446& 2b,-389.60 4988 70 829.60 ?3A 12" Cleanout EA ?,000.00 15 8 it,000.00 c -4- -4,VKO.00 12 24:000.00 ?3B B" Cleanout EA 875.00 3 a 1;i50:00 1- a :m 3 2,625.00 24 12" Cleanout Apron EA 478.00 11 ' 25 Service Tees EA 350.00 9 -8 0:00 +9 3 530.00 10 3500.00 ?6 6" or 8" Serv. Laterals LF 50.00 350 100- -5,Oee.00 287- 1 14350.00 387 19:350.00 ?7 Television Monitoring LF 0.20 5,100 ?8 Spawning Gravel TON 15.00 1,000 0 C.80 9P!S 11111 -09 I 925 3Fg75.00 29 Gabions CY 100.00 450 0 0:00 I i 98 2-34- A;4W.G& 30 5ubdrain LF 6.00 1,000 0 z"- -G GG 12d8a. 7;269-.-00 123010,�7,260,96 I 31 -0" Horizontal Well Point EA 10C 40 4 I 400.00 0 I 0.00 4 400.00 32 ``orizontal Well Point Extension LF 2_ 600 25 I 50.00 0 0.00 25 50.00 .S i2" �uiveri; Lr 4u-uU 3u� I. 6- U:UU -, i -L i 40-r404,00 26C � 10,400.00 34 Bridge Structure ` EA 4,000.00 2 35 Bridge Extra Span ILF 106.00 I 20 36A 4' Chain Link Fence EA 1,000.00 2 36B Chain Link Fence LS 5,000*00 1 37 Spring Head Drain EA 400.00 6 38 4' Willow Starts EA .15 0,000 39 Finishing and Cleanup ILF 2.00 5,400 - Change Orders 3y(,,39'f,1 /cot gi yW7, 204 GRANC TOTAL 1� �49.2d6:68 345,394.20 yy1,0 uo oS1�-t rye I I U a r 25 �f l r �opCNy ; (bd Subtotal �,' ,9, ti1 r aa� �Ho,si r tit. 5% x (a) - I 9T I I ,��Retainage: p 1731�G1 gq S, 1764. 3t 449 (c) Earnings payable this Estimate (a) - (b) u 2>3.59 z+3,o57,43 g165•�c (d) Sales Tax: 8.1% * x (a) I 1 13c5t5-7t* 1441.1' 066.! 366 , (e) Amount due this estima' ) & (d I 20,y yst)13 � rr,�6{i4 ', Ni6` (f) GRAND TOTAL (a) s (d) I 1?,�9 r,14�•-32 i ,888. g.� � I i s 0 . c 47 357 . 00 + 32 500 . 00 + T0 � . 00 + 82 983 . 20 + 4 500 . 00 + 8 700 . 00 + 1 590 . 00 + 726 . 00 + 7 950 . 00 + 4 290 . 00 + 22 658 . 00 + 1 305 . 00 + 2 459 . 00 + 18 018 . 00 + 9 870 . 00 + 4 620 . 00 + 1 250 . 00 + 1 000 . 00 + 1 250 . 00 + 6 000 . 00 + 5i7 . 01 + 70 829 . 60 + 24 000 . 00 + 2 625 . 03 + 3 500 . 00 + 19 350 . OJ + 13 A 5 . 00 + 34 500 . 00 + 7 380 . 00 + 400 . 00 + 50 . 00 + 10 400 . 00 + 447 204 . 80 * i .J24 * 447 204 . 8 + 22 360 . 24 424 844 . 56 424 844 . 6 + 36 223 . 59 + 461 068 . 15 0 . 447 204 . 80 36 223 . 59 + 483 423 . 3� U CITY OF RENTON • DEPARTMENT OF ENGINEERING MUNICIPAL BUILDING, 200 MILL AVE. SOUTH, RENTON, WA. 98055. 235-2631 Honey Creek - Phase 1. PROJECT Saritary Sewer Interceptor PROGRESS PAYMENT ESTIMATE NO. CC tract No. 04U-85 Contractor N.L. Alia Company Closing Date 1u-1-65 $hoot L-off It Est. PREVIOUS TOTAL THIS EST im.'TE TOTAL TO DATE No Description Unit unit Price Qty. Qty Amount Qty I Amount Qty Amount 1 Mobilization LS 47.357.00 1 100". 47.357.00 0,' 0.00 1007 47,357.00 2 Clearing And Grubbing LS 3Z,5UO.L10 1 1007 32,500.00 07 0.00 1007 32,500.00 :± Timber Salvage LF 1.U0 1,000 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 92,983.20 5 CMP Culverts LS 4,500.U0 1 75% 3,375.00 252 1,125.00 100 4,500.00 6 19" CMP Culvert LS 8,700.00 1 907 7.830.00 102: 870.00 100 8,700.00 7 Crushed Rock SY 3.00 650 739 717." 291 873.00 530 1,540.00 8 Temporary Patch SY 3.00 650 i 0.00 242 726.00 242 726.00 9 Asphalt Concrete Pavement SY 15.00 650 3,5135.00 291 4,365.00 530 7,950.00 10 Porland Cement Concrete SY 30.00 10 '1 Bankrun Gravel TON 3.00 1,000 I143, 4,290.00 0 0.00 1430 4,290.00 10 Slope Rocking C1 20.00 1 ,500 0 0.00 1132.9 22,658.00 1132,( 22.658.00 Beddinp ;iype II) LF 3.00 300 154 462.00 281 843.00 435 1,305.00 14 Bedding (Type III) LF 0.50 5,100 4918 i 2,n59.00 0 0.00 4918 2,459.00 IS Scour Protection Rock LF 12.60 1.800 1430 18.918.00 0 0,00 1430 18,018.00 16A 12" Sewer Pipe LF 30.00 300 0 0.00 329 9,870.00 329 9,870.00 16B B" Sewer LF 30.00 307 154 4,620.00 0 0.00 154 4,620.00 17A Overflow Structure LS 2,500.00 1 0 0.00 507 1,250.00 50% 1,250.00 17B Interceptor Cut In LS 1,000.00 1 100% 1.000.00 0 ).00 1007 1,000.00 18 M.N. No. 3 LS 1,250.00 L 0 0.00 100% 1, .0 00 1007 1,250.00 19 M.H. Type 1-48" EA 1,000.u0 4 3 3,000.00 3 3, 10 6 61000.00 " 0 Existing M.H. Depth VF 100.00 22 0 0.00 0 0 0 0 Y.1 8" Drop Connection VF 70.00 10 0 0 8.1 567.00 B.1 567,00 2 12" Curv. Sewer Pipe �S 14,20 5,100 491.. 70,829.60 0 0 4988 70,829.60 23A 12" Cleanout EA 2,UOD,00 15 12 71,,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.uO 11 25 Service Tees EA 350.00 9 10 1,500.00 0 0.00 10 3,500.00 b 6" or B" Se". Laterals LF 50.00 3'O 387 1),350.00 0 0.00 387 19,350.00 7 Television Monitoring LF 0.20 5,100 8 Spawning Gravel TON 15.00 1,000 925 13,875.00 0 0.00 925 13,875.00 9 Gabions CY 100.00 450 2J4 23,400.00 Ill 11,100.00 345 34,500.00 30 Subdrain ! LF , 6.90 1,000 1210 7,260.00 20 120.0^ 1230 71380.00 31 30" Horizontal Well Point FA 1 100.001 4n 4 400.00 f+ 0 0.00 4 400.00 32 Horizontal Well Point Extension 1 LF ( 2.00 600 25 50.00 I 0 0.00 25 50.00 33 12" Culvert I LF 40,00 300 260 110,400.00 0 0.00 260 10,400.00 34 Bridge Structure EA 4,000.00 2 333335 Bridge Extra Span LF 100.00 20 [36B 6A 4' Chain Link Fence FA 11000.00 2 i Cha nk Fence LS 5,000.00 1 7 Spri Head Drain EA 400.00 6 8 4' Willow Starts EA 1.15 10,000 31 Finishing and Cleanup LF 2.00 5,400 Change Orders I -- ,RAND TOTAL 346,394.20 100,810.60 447,204.80 Subtotal 346,394.20 10U,810,60 1 47,2U4.80 (b) Retainage: 57 x (a) 17,319.il 5,040.52 ZZ,360.24 1 (c) Earnings Payable this Estimate- I 329,074.49 95,770.0E 424,844.56 (a) (d) Sales Tax: 8.1% * x (a) 28, i7.93 8,165.66 36,223.59 e) Amount due this estimate (c) 6 (d 357,132.42 103,935.74 461,Ob8.15 (f) GRAND TOTAL (a) 6 (d) 314,.52.13 108,976.2b 483,428.39 s WIMMMMIMM CITY OF RENTON • DEPARTMENT OF ENGINEERING A • • MUNICIPAL BUILDING, 200 MILL AVE. SOUTH, RENTON, WA. 96055. 235-2631 Honey Creek Phase II PROJECT Sanitary Sewer Interceptor PROGRESS PAYMENT ESTIMATE NO. 4 Contract No. 04U-85 Contractor R.L. Alia Company _ Closing Date lu-1-85 - Sheet of 2 It r57 st. PREVIOUS TOTAL THIS ESTIMATE Tor TO DATE No Description Unit Unit Price Qty Qty. Arnouni Qty. Amount Qty Amount I Mobilization LS 47,30 1 100% 47, 357.00 2 Clearing And Grubbing LS 32,SO I 3 Timber Salvage L.F 0 1,000 4 Ar_ess Road LF 7 3.760 5 CMP Culverts LS 4,50 1 6 18" CMP Culvert LS 8,70 1 7 Crushed Rock SY 0 650 8 Temporary Patch SY 00 650 9 Asphalt Concrete Pavement SY 00 b50 10 Porland Cement (oncrete SY 00 10 11 Bankrun Gravel TON 00 1 ,000 1 Slope Rocking r:Y 00 1 ,500l Pedding (Type II) LF 00 3004 fedding (Type III) LF 50 5,1005 :scour Protection Rock LF 60 1,00016A 2" Sewer Pipe LF 00 30016B 8" Sewer LF 00 30717A Overflow Structure LS 2, 00 117B Interceptor Cut In LS 1, 00 1 18 I.H. No. 3 LS 1 ,250.00 1 19 i.H. Type 1-48" EA 1,ouc.u0 4 ZO Existing M.H. Depth VF 100.00 22 21 8" Drop Connection vh 70.00 10 22 12" Curv. Sewer Pipe I IS 14.20 5,100 23A 12" Cleanout EA 2,uD0.00 23B 8" Cleanout EA 875.00 3 24 12" Cleanout Apron EA 478.u0 11 25 Service Tees EA 350.00 9 26 6" or 8" Serv. Laterals LF 50.00 350 27 Television Monitoring LF 0.20 5,100 28 Spawning Gravel TON 15.00 1,000 29 Gabions CY 100.00 450 30 Subdrain LF 6.00 1,000 3l 30" Horizontal Well. Point E& 100.00 40 12 Horizontal Well Point Extension LF 2.00 600 33 12" Culvert LF 40.00 300 34 Bridge Structure EA 4,000.00 2 35 Bridge Extra Span LF 100.00 20 36A 4' Chain Link Fence EA 1,000.00 2 36B Chain Link Fence I.S 5,000.00 1 37 Spring Head Drain EA 400.00 5 3h 4' Willow Starts EA 1 . 15 10,000 39 Finishing and Cleanup LF 2.00 5,400 Change Orders GRAND TOTAL (. Subtotal (b) Retainage: 5% x (a) (c) Earnings Payable this Est Liate- (a) - (b) (d) Sales Tax: 8. 1% * x (a) e) A.nount due this estimate (< & (d ' (f) GRAND TOTAL (a) & (d) I E DAIL: October I, 1985 '1'0: I;INANO: DIRECTOR 1 FROM: PUBLIC WORKS DIRECTOR SUB.IECT: PROGRESS PAYMENT CON'IRAC'TOR:— E.L. Alta Company ESTIMAIL NO. CONTRACT N0. 040-85 PIIOJEC'T: I!oney Creek Phase 11 Sanitary Sewer lnterccpLor ` I . CONIRA1.1011 EARNINGS 'I111S ESTIMATE $ 100,810.60 2. SALES TAX @ g jj� 8 61 5.66 3, 'I'O'I'AE, CONII(ACT AMOUNT THIS ESTIMATE $ 108,976.26 4. VARNIN ;S PREVIOUSLY PAID CONTRACTOR $ 329,074. 48 5. *IiAItNINGS DOC CONTRACTOR '1111S FS'I'IbIA"TE $ 95,770.07 _ 6. SUB'IOIAL - CONTRACTOR PAYM1iN1'S $ 424,844.56 7. Rli'IAINAGI'. ON PREVIOUS EARNINGS $ 17,319. 71 8. ** RL'lA1NAGE ON EARNINGS 'HI1S ESTiMATF 5,040.53 9. SUBTOTAL - RETAINAGF. $ 22,360.24 10. SALES TAX PREVIOUSLY PAID $ 28,057.93 11 . SALLS '1"AX DUI? '1111S ESTIMATE 8,165.66 12. SUBI"OTAL - SALLS TAX $_36,223. 59 *(957. x Line 1 ) GRAND 1'01'AL $ 483,428.38 **RETAINAGE: 5T FINANCE DEPARTMENT ACTION: PAYMENT TO CONTRACTOR (Lines 5 and 11) : ACCT. a 421/000/015.596.38.65.19 $ 104,935.73 a 4 ACCT. a $ a— ACCT, a $ — ACCT. a $ a' ACCT. a $ a— RETAINED AMOUNT (Line g; : ACCT. a 421, )/015.596.38.65.19 $ 5,040.53 p 4 ACC:. a _ $ a— ACCT. a $ a` ACCT. a $ a� ACCT. a —— - $ N CHARTER 118, LAWS OF 1966 TOTAL THIS ESTIMATE $ 108,976.26 4 CITY OF RLNTO N CFRT0`;JI0N "— ,. THE U WEASr*(D DO NUlur CERM/ UN� 1M"yry 0/ F(A"Y, IH*F THE FMI["$ ,UM REIN fW*160I0. MC FEAVICU AEMJIpO CP EHS L W IIAIORMID AS DFWU/EF HE nEIN, AND EFNE EHE "" d A A ST DUF N WAAO OgI,C✓.EI•,N A ftgl MI My OF AENEON. AM iWE , AM AU,WM D TO AQFMIFI 4Al&AND CM,VF FO "CMK Man J CITY OF RENT • DEPARTMENT OANGINEERING r • MUNICIPAL BUILDING. 200 MILL AVE. SOUTH, RENTON, WA. 9805592,45-2631 i Honey Creek - Phase 11 PROJECT_Sanitary Sever Interceptor PROGRESS PAYMCENT ESTIMATE NO._° Contract No._ 040-85 Contractor R.L. Alia Company Closing Dale 10-1-8+ SMatLofl IterrEst. PRLVIOUS TOTAL THIS ESTIMATE TOTAL TO DATE No Description Unit Unit Price 4tY. Qty Amount Qty. Amount Qty. Amount 1 MobAfz:,ttan I.S 47,157.30 1 1001 4 .357.00 07. 0.00 1001 47,357.00 2 clenrinR And Grubbing IS 32,S0.00 1 I IOOZ 32,500.00 OZ 0.00 100% 32,500.00 3 Timber Salvage LF I.VO 1.000 b 0.00 702 702.00 702 702.00 4 Access Xaad LF 22.07 3,760 '$83 41.491.60 1880 41.491.60 I760 82,987.20 5 18" Culverts LS i SUD.UO 1 75% 3,375.00 25Z 1,125.Ou 100 4,530.00 6 IR" CMp Culvert is 01700.00 1 90Z 7,830.00 10Z 870.00 100 8,700.00 7 Crushed Rock SY 3.00 650 239 717.00 291 873.00 530 1,5u( .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 )0 porland Cement Concrete SY 30.00 10 11 Bankrun Gravel TON 3.00 1.000 1430 4,290.00 0 0.00 1430 4.290.00 12 Slope Rocking CY 20.00 1,500 0 0.00 132.9 22,658.00 1132. 22,65B.00 13 Bedding (Type II) LF 3.0OI 300 154 462.00 281 843.00 435 1.305.00 14 Bedding (type 111) LF u.50 5,100 4918 2,459.00 0 0.0( 4918 2,459.00 15 Scour Protection Rock LF 12,60 1,800 1430 18,010.00 0 0.00 1430 18,038.00 16A 12" Sever Pipe LF 30.00 300 0 0.00 329 9,870.00 329 9,870.00 16B 8" Sever LF 30.00 307 154 4,620.00 0 0.00 l54 4,620.00 I7A overflow St nit ture LS 2,500.00 1 0 0.00 50% 1,250.00 5o% 1,250.00 17B Interceptor Cut In LS 11000.00 1 100% 1,000.00 0 0.00 100% 11000.00 18 M.N. No. 3 LS 1,150.00 1 0 0.00 IDOZ 1,250.00 100% 1,250.00 19 H.N. Type 1-48" EA I,OuO.UO 4 3 3.000.00 S 3,000.O0 6 6,000.00 20 Existing M.h. Depth VF 100.00 22 0 0.00 0 0 0 0 1 8" Drop Connection VP 70.00 i0 0 0 8.1 567.00 8.1 561.00 2 12" Curv. Sever Pipe LS 14.20 5,100 4988 70,829.60 0 0 4988 70,829.60 23A 12" Cleanout EA 2,000.00 15 12 24,000.00 0 12 24,000.00 2313 8" Cleanout FA 875.00 3 3 2,625.00 O 0.00 3 2,625.00 24 12" Cleanout Apron EA 478.uO 11 75 Service Tees EA 350.00 9 10 3.300.00 0 0.00 10 3.500.00 .b 6" or 8" Serv. 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 1,000 925 13,875,DO 0 0.00 925 13,875.00 29 Cablons CY 100.00 450 2J4 -3.400.00 fit 111100.00 345 34,500.00 70 Subdrain LF 6.00 1,000 1210 7,260.00 20 120.00 1230 7,380.00 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 50.00 33 Bridge Culvert LF 40.00 300 260 10,400.00 0 0.00 260 10.400.00 34 AHdge Structure EA 4,000.00 2 35 Bridge Extra Span LF 100.00 20 36A 4' Chain Link Fence EA 1,000.00 2 36B Chain Link Fence LS 5,000.00 1 37 Spring Head Drafn FA 400.00 6 8 4' Willow Stara LA 1.15i 10,000 39 Finishing evil Clearop I LF 2.00 5,400 Change Orders I - ;RAND TOTAL. 346,394.2u 100,810.60 447,204.80 (rJ Subtotal 346,394.20 10u,810.60 447,2u4.80 (b) Retainage: 5% x (a) 17,319.72 5,040.52 22.360.24 c) Earnings Payable this Estimate- 329,074.48 95,/70.08 424,844.56 (a) - (b) (d) Sales Ta..; 8.1% * X (a 28,057.Y3 8,165.66 36,223.59 e) Amount due this estim. ,.) 6 (d 357,132.41 103.935.74 461,068.15 (f) GRAND TOTAL (a) 6 (4) 314,452.13 108,976.2b 483,428.39 1 CITY OF RENT • DEPARTMENT OANGINEERING MUNICIPAL BUILDING, 200 MILL AVE. SOUTH RENTON. WA. 96055e235-2531 Honev Creek - Phase 11 PROJECT Sanitary Sewer Interceptor PROGRESS PAYMENT ESTIMATE NO. Contract No. 04U-85 Contrector A.L. Alta Company -_ Closing Date 1u-1-65 BMNl.ot-,� N Description Unit Unit Price Est PREVIOUS TOTAL THIS ESTIMATE TOTAL TO DATE N/o -. QIY. Gty. Amount Qty Amount Qly �Artqunt I "[o bl(fzot wn LS �7,357.00 1 1007 4.,357.00 07. 0,00 10(17 47,357.00 2 ClearinP And Grubbing LS 32,Su0.u0 1 100% 32,500.00 OS 0.00 1002 32,500.00 3 Timber Salvage LF I.DO 1,000 0 0.00 702 702.00 702 4 Access Road 983.20 LF 22.01 1,761 1880 41,491.60 825 41.125.00 1100 84,500.00 5 C.Mp Culverts LS 4,5u0.00 i 75Z 3,775.00 25Z 1,125,00 100 4,500.00 6 18" CMP Culvert LS 8,700.00 1 90Z 1,830.00 lOZ 870.00 100 8,700.00 7 Crushed Rock Sy 3.00 650 239 717,00 291 873.00 530 1,5u0..00 8 lemporary Patch SY 3.00 650 I 0 0.00 242 726.00 242 726.00 9 Asphalt Concrete Pavement Sy 35.00 650 1 239 3,585.00 291 4,365.00 530 7,950.00 10 Porland Cement Concrete BY 30.00 10 11 Rankrun Gravel TON 3.00 1,000 1430 4,290.00 0 0.00 1430 4.290.00 12 Slope Rocking CY 20.00 1,500 0 0.00 1,2.9 22,658.00 1132. 22.658.00 13 Bedding (Type (1) LF 3.00 300 154 462.00 281 843.00 435 1,305.00 14 Bedding (Type InI) 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 181018.00 ibA 11 Sewer Pipe LF 30.00 300 0 0.00 329 9,870.00 329 9.870.00 17A Overflow Bawer ].F 30.00 307 154 4,620.00 0 0.00 154 4,620.00 17A Werflow Structure LS 2,500.00 1 0 0.00 50Z 1,250.00 50Z 1125d,00 i78 Interceptor Cut In LS 1.000.00 I 100% 1,000 90 0 0.00 100% 1,0(10.00 18 M.N. Nn. 1 L5 ),250.00 1 0 0.00 IOOZ 1,250.00 IOOZ 1,251.00 19 M.H. T,pe 1-48" EA 1,OuO.U0 4 3 3,000.06 3 3,000.DO A 6,000.00 20 Existing M.N. Depth V1 100.00 22 0 0.00 0 0 0 it 8" Drop Connection Vt' 70.00 10 0 0 0 B.I 567.00 8.1 567.00 Y 12" Curv. Sewer Pipe LS 14.20 5.100 4988 70,829.60 0 Z7A 12" Ci eanput r^ 0 4988 70,829.60 . 2,u00.00 i5 12 249000.00 0 12 24,000.00 239 8" Cleanout EA 875.00 3 3 2,625.00 0 0.01) 3 2,625.00 4 12" Cleanout Apron EA 478.uO 11 S Service Tees to 350.00 9 10 3,500.00 0 0.00 10 3 '6 6" or 8" Serv. Laterals LF 50.00 350 ,3 90.00 3B7 1950.00 0 0.00 7 Television Monitoring LF 0.20 5,100 387 19,3„ . ' 8 Spawning Gravel TON 15.00 I,000 19?5 13.875.00 0 0.00 925 13,875.c,.9 Gabions 0 100.00 450 1,000 1210 7,260,00 20 120.00 1230 7.380.00 +II 2S4 23.400.00 111 11,100.00 345 34,500.00 30 Subdrain LF 6.00 31 30" Horizontal Well Point FA 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 50.00 33 12" Culvert LF 40.00 300 260 10,400.00 0 0.00 260 10,400.00 34 Bridt^ Structure EA 4,000.00 2 35 Bridge Extra Span IF I 100.00 20 36A 4' Chain Link Fence FA ',000.00 2 36B Chain Lines Fence LS 000.00 1 37 Spring Head Drain EA 400.00 6 38 4' Willow Starts EA 1.15 10,00G 39 Finishing and Cleanup LF 2.00� 5,400 Change orders (:RAND TCTAI 346,394.20 100,810.60 447,204.80 (n) SUntotal 346,394.20 1OU,810.60 447,2U4.80 fV (b) Retalnage: 5% x (a) II 17,319.72 5,040.52 22,360.24 (c) tarnings Payable this Estimate- I 329,074.4d 95,/70.08 424,844.56 (a) - (b) (d) Sales Tax: 8.1% R .< (a) .,057.93 8,165.66 3b.223,59 e) Anount due this natimate (c) A (d 357,132.41 103.935.74 461,Ob8,15 If) uRANO TOTAL (a) 4 (d) I 314,452.13 108,976.26 483.428.39 I I I I XJN/JNCU DATE: October 1, 1985 '10: DIRECTOR FROM: PUBLIC WORKS DIRECTOR SUBJECT: PROGRESS PAYMENT CON"IRAC1(IR:— It,l,. Alia ComoanY ESTIMATE NO, CONTRACT NO, 040-85 PROJECT: Iloney Creek Phase 1! Sanitary ,Sewer Interceptor — I . CONTRACTOR EARNINGS '1111S ESTIMATE $ 1()0,810.60 2. SALES 1'AX @ 8, 1N, _8�65 3. I'0'FAI, CONTRACT AM UNT 1111S LsSI'IMA'IE $ 108,976.26 4 . EARNINGS PREVIOUSLY PART CONTRAC,'I'OR $ 329,074. 48 S. *I.AItNINGS DUF. CONTRACIOR '11IIS USTIltME $ 95,770.07 6. SU8'10TAL - CON'1'RAC'LUR PAYMENTS $ 424,844.50 7, ltli'I'AINA(ili ON PREVIOUS FARNINGS $ 17,319.71 8. ** 11 IAINAGE ON EARNINGS TIIIS ESTIMATE 5,040.53 9. SUBiO'I'AL - RETAINAGE $ 22,360.24 10. SALES TAX HIEV1OUSLY PAID $ 28,057.93 11. SALES 'IAX DUI: '1111S ESTIMATE 8,165.66 12. SUBTOTAL - SALES TAX $ 36,223.59 *(957, x Line 1 ) GRAND TOTAL $ 483,428.3$ **RETAINAGE: 5x —�� FINANCE_. DEIARTMENT ACTION: PAYMEA CONTRACTOR (Lines 5 and 11) : AC(T. a 421/000/015.596.38.65.19 $ 104,935.73 a 4 ACCT. a $ # ACCT. a $ a— ACCT. a _ $ a— ACCT. a _ _ $ RETAINED AMOUNT (Line 8) : ACC,(, a 421/000/015.596.38.65.19 $ 5,040.53 a 4 ACCT. a $ a ACCT. a $ a ACCT. a $_ a — ACCT, a — -- $ --- #. CHARTEn 118. LAWS OF 1965 TOTAL THIS ESTIMATE $� 108,976.26 CITY OF AINTUN CERTIFICATION 1. TIE IMa)"MAE0 OO 11171EHI rmtM EMOfM nM.KTy OF Vf.k MI, TMAT THE EMIEMIAIS M,W ?SIN #UMIEHM N. CfM'C"M[TIOIMfU CM fHE LIAOA PIAPOMMIO At Of"IJEC Mf ME14I AMO TMAT Im CAM V A ASl. OEIE AAp OMPAD 04"GAMN AOMMST THE C"y Of MEMTUM, A THAT , AEA AU,MT O TO AVTNHETHAIP AIO C/M.IR TV tW CIAAA. �ti �'.�, CITY OF RENT 0 DEPARTMENT OF41NGINEERING e .Aa a MUNICIPAL BUILDING, 200 MILL AVE. SOUTH, RENTON. WA. 98055 0 235-2631 •^ ♦ i �iCt�,'.Ll' limey Creek - Phase LI PROJECT sanitaty sever Interceptor PROGRESS PAYMENT ESTIMATF. NO. Conti act No. 041l-85 Contractor R.L. Alia Company Closing Date w-1-ns Shoot Lotl jtwr Est. PREVIOUS TOTAL THIS ESTIMATE TOTAL TO DATE No Descriplior Unit Unit P,,ce Qty Qty Amount Qty. Amount Qty A•iount 1 Mobl I izatron LS 47,357.00 I t00i 4,,357.00 0: u.00 100 7,357.00 2 Clearing And Grubbing IS 32,5u0.130 1 1001 32.500.00 OZ 0.00 IOOZ 32.500.00 3 Timber Salvage LF L.00 1,000 0 0.00 702 702.00 702 702.00 4 Access goad LF 22.07 3,760 1880 41,491.60 1880 41,491.60 3760 82,983.20 5 CMP Culverts LS 4,51.10.1,10 I 75% 3,375.00 25% 1,125.00 100 4,500.00 6 18" CMP Culvert LS 8,700.00 1 Sot 7,830.00 lot 870.00 100 8,700.00 7 Crashed Rack Sy 3.00 650 239 717.00 291 873.00 530 1,900.00 8 Temporary Patch Sy 3.00 650 0 0.00 242 726.00 242 726.00 9 Asphalt Concrete rr-,e- nt SY 15.00 650 239 3,585.00 291 4,365.00 530 7,950.00 10 Porland Cement Con-vte Sy 30.00 10 11 Benkrun Gravel TON 3.00 1,000 1430 4,290.00 0 0.00 1430 4.290.00 12 Slope Rocking CY 20.00 1,500 0 0.00 132.9 22,658.00 1132. 22,658.00 13 Redding (Type II) LF 3.00 300 154 462.00 281 843.00 435 1,305.00 It 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 8,018.00 0 0.00 1430 18.018.00 16A 12" Sever Pipe L1' 30.00 300 0 0.00 329 9,870.00 329 9,870.00 )68 8" Sever LP 30.00 307 154 4,620.00 0 0.00 154 4.620.00 17A Overflav Structure 1.3 2,)0D.00 1 0 0.00 50% 1.250,00 502 1,250.00 17R interceptor Cut In LS 1,000.00 1 loot 1.000.00 0 0.00 toot 11000.00 18 M.H. No. 3 is 1,250.00 1 0 0.00 1007 1.250.00 I00% 1,250.00 19 M.N. Type 1-49" I:A l,Our.uo 4 3 3,000.00 3 3,000.00 6 61000.00 20 Existing M.N. Depth 'IF 100.00 22 0 0.00 0 0 0 0 I 8" Drop Connectior 7F 70.00 to 0 0 8.1 567.00 8.1 567.00 2 12" Curv. Sever Pipe [,S 14.20 5,i00 4988 70,829.60 0 0 4988 70,829.60 23A 12" Cleanout EA 2,uOO.00 15 12 24,000.00 0 12 24,000.00 23B 8" Cleanout EA 875.00 3 3 2,625.00 0 0.00 3 2,625.00 4 12" Cleanout Apron FA 478.0 11 5 Service Tees EA 350.00 9 I 10 3,500.00 0 0.00 10 3,500.00 6 6" or 8" Be". Laterals LF 50.00 35O 3d7 119,350.00 0 0.00 387 19,350.00 27 Television Monitoring LF 0.20 5,100 8 Spawning Gravel TON 15.00 11000 9?5 13.875.00 0 0.0o 925 13,875.00 f Gabions Cy 100.00 450 1i4 23,400.00 111 'I,100.00 345 34,500.00 30 Subdrain LF 6.10 1,006 .210 7,260.00 20 120.00 1230 7.380.00 31 30" Horizontal Well Point FA i00.00 40 1 4 400.00 0 0.00 4400.00 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 10.400.00 0 0.00 760 10.400.00 4 Bridge Structure EA t.,000.00 2 35 Bridge Extra Spa, LF 100.00 20 36A 4' Chain I'nk Fence EA 1,000.n0 2 368 Chain Lim vence LS 5,000.00 1 37 Spring Heal Drain FA 400.00 6 38 4' Willow Starts EA 1.15 10,000 39 Finishing and Cleanup LF 2.00 5,400 Change Orders GRAND TOTAL 346,394.20 100,810.60 447,204.80 ,t (c) Subtotal 346,394.20 100,810.60 447,204.80 b) Retatnage: 5% x (a) 17,319.72 5,0150,52 22,360.24 (c) Earnings Payablt this Estimate- 329,1174.48 95.770.08 424,844.56 (a) - (b) ' (d) Sales Tax: B. .: x (a) 28,057.93 8,165.66 36,223.59 Accent due ch:s estimate 'c) 6 (d 357,132.41 103,935.74 461,068.15 ''RAND TOTAL (a3 4 (d) •�.' 3/4,452.13 108,9r 6.26 487,428.39 I 1 I DATE: October 1 . 1985. 1'0: �� FINANCE DIRECTOR FROM: PUBLIC MOP: '- DIRECTOR SUBJECT: PROGRESS PAYMENT CONITUIC"POR: R.L. AliaCoompany ESTIMATE NO. 4 CONTRACT NO. 040-85 PROJECT: Honey Creek Phase 11 _ Sanitary Sewer Interceptor 1. CONTRACTOR EARNINGS TIIIS ESTIMATE $ 100,810.60 2. SALES TAX @ 8,1x 8,165.66 3. '1'OI'AL CONTRACT AMOUNT MIS ESTIMATE $ 108.976.26 4. EARNINGS PREVIOUSLY PAID CONTRACTOR $329,074.48 5. *EARNINGS DUE CONTRACTOR '11I15 ESTIMATE $ 95,770.07 6. SUBTOTAL - CONTRACTOR PAYMENTS $ 424,844.56 7. RET'AINAGI: ON PREVIOUS EARNINGS $ 17,319.71 _ 8. ** RL'7'AINAGF. ON EARNINGS THIS ESTIMATE 5,040.53 9, SUBTOTAL - RETAINAGE $ 22,360.24 10. SALES 'FAX PREVIOUSLY PAID $ 28,057.93 11. SALES TAX DUE THIS L'SPINAT'E 8,165.66 12• SUBTOTAL - SALES TAX $ 36,223.59 _ *(95% x Line 1) GRAND TOTAL 483,428.38 **RETAINAE,E: 5% --� FINANCE DEPARTMENT ACTION: PAYMENT TO CONTRACTOR (Lines 5 and 11) : ACCT. M 421 /000/015.596.38.65.19 $— 104,935.73 N 4 ACCT. N �_ $ If ACCT. a _ $ -- ACCT, N $ a` ACCT. N RETAINED AMOUNT (Line 8): ACCT. N 421/000/015.596.38.(5.19 _ $ 5,040.53 p 4 ACCT. A ACCT. N — $ ACCT. N i $ k A( T. Y $ Ni CHARTFn -10. LAWS OF 19e6 TOTAL THIS ESTIMATE $_ 108,976.26 CITY OF PCNTON CERTIFICATION I. D4 WFPsr.NtO DO NaIEIT CeXP T UNIXA MNALTY OF t. Pt)1JUR,', TNAI ME W'Fg;AJS NAYF fil'; T{/INg"W. iNC SEAYI["REtt No eR 11,11~TImA4I0:I DFMIt/F0 ft... * NFAEPA AND TMAI THI CLAW d A JUST. OUS AA U11A0 Ogt*ATION AGAnSt TNS OW DF ,11110110K AND THAT ,AM Au3wm'U D TO AYnORIEAT/AND CMIVV To YUD c~ I ' CITY OF RENTO DEPARTMENT OFIGINEERING OLOMUNICIPAL BUILDING, 200 MILL AVE. SOUTH, RENTON, WA. 980550235-2631 Honey Creek - Phase II PROJECT Sanitary Sewer Intercent.r PROGRESS PAYMENT ESTIMATE NO. Contract No. 040-85 Contractor_R.L. Alia Company Closing Date lu-I-Bs $Met.!_af2 !t Est. REVIOUS TOTAL THIS ESTIMATE TOTAL TO DATE No. Description --- Umt Unit Pace Qty. ,.ty Amount City Amount Qty. Amount a I Mobilization LS 47.357.00 1 1007 47.357.00 02 0.Do 1007 47,357.00 2 Clearing Md Grubbing LS 32,50O.UO 1 100% 32,500.00 02 0.00 100% 32,500.00 J Timber Salvage LF I.VO 1,000 0 0.00 702 702.00 702 702.00 4 Access Nona LF 22.07 3,760 18130 41,491.60 1880 41,491.60 3760 82,983.20 5 CMP Culverts LS ' .5VO.UO 1 75% 3,375.D0 252 1,125.00 100 4,500.00 6 18" CMP Culvert IS 8.700.00 ' 902 7,830.DO IO2 870.00 100 8,700.00 7 Crushed Rock Sy 3.00 650 239 717.00 291 873.00 530 1,Su0.00 8 Temporary Patch SY 3.00 650 o 0.00 242 726.00 242 726.00 9 Asphalt Concrete Pavement Sy 15.00 650 239 I 3,585.00 291 4,365.00 530 7,950.00 10 Porland Cement Concrete Sy 30.00 10 11 Bankrun Gravel TON 3.0C 1,000 1430 4,290.00 0 0.00 1430 4,290.00 12 Slope Rocking CY 20.00 1,500 0 0.00 132.9 22,658.00 1132. 22,658.00 13 Bedding (Type II) LF 3.00 300 154 462.00 281 843.00 435 1.305.00 14 Bedding (Type III) LF 0.50 51100 4918 I 2.459.00 0 0.00 4918 2,459.00 IS Scour Protection Rock LF 12.60 1,800 1430 18.018.00 0 0.00 1430 18,018.00 )6A 12" Sewer Pipe LF 30.00 300 0 0.00 329 9,870.00 329 9,870.00 16B 9" Sewer LF 30.00 307 1S4 4,620.00 0 0.00 154 4,620.00 17A Overflow Structure LS 2.500.00 1 0 0.00 50% 1,250,00 50% 1,250.00 178 Interceptor Cut In LS 1,000.00 t 1002 1,000.00 0 0.00 100% 1,000.00 18 M.H. No. 3 I's 1,250.00 1 0 0.00 100% 1.,50.00 1002 1.250.00 19 M.H. Type 1-48" EA 1,Ou0.u0 4 3 3.000.00 3 3.000.00 6 6,000.00 20 Existing N.N. Depth VF 100.00 22 0 0.00 0 3 0 0 t 8" Drop Connection VF 70.00 10 0 0 8.1 567.00 8.1 567.00 2 12" Curv. Sewer Pipe LS 14.20 5,100 6988 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 23B 8" Clesnout EA 875.00 3 3 2,625.00 0 0.00 3 2,625.00 4 12" Cleanout Anton FA 478.uO 11 25 Service Tees to 350.00 9 10 3.500.00 0 0.00 10 3.500.00 6 6" or 8" Serv. Laterals LF 50.00 J50 387 19,350.00 0 0.00 387 19,350.00 27 Television Monitoring LF 0.20 5,170 8 Spawning Gravel TON 15.00 1,000 925 13,875.00 0 0.00 925 13,875.00 9 Gabions CY 100.00 450 2 4 23,4GO.00 111 11,100.00 345 34,500.00 30 Subdrain LF 6.00 1,000 1210 7,260.00 20 120.00 1230 7.380.00 31 30" Horitontal Well Point EA 100.00 40 4 400.00 0 0.00 4 403.00 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 10.400.00 0 0.00 260 10,400.00 34 Brlege Structute EA 4,000.00 2 35 Bridge Extra Span LF 100.00 20 36A 4' Main Link Fence EA 11000.00 2 360 Cbei• Link fence LS 5,000.00 1 37 Sprin, `ain FA 400.00 6 38 4' WS' a FA 1.15 10,000 39 Fini• 'nup LF 2.00 5,400 Chan, i ,RAND TOTAL 346.394.20 100,8t0.60 447,204.80 II 0) Subtotal i346.394.20 IOD,810.60 447,2a4.80 b) Retains 52 x (a) 17,319.72 5,040.52 22,36' .4 (c) Earnings Payable this Estimate- 329.074.46 95,170.08 424,844.56 (a) - (b) (d) Sales Tax. 8.1% * x (a) I 28,057.93 B,i65.66 3b,2i3.59 e) Amount due this estimate (c) 6 (d I 357,)32.4) 103,935.74 461,068.15 (f) GRAND TOTAL (a) 4 (d) 114,452.13 108.976.26 483,428.39 Phase II Pay Estimates S--29 • DATE: October 1, 1985 TO: h� 1° FINANCE DIRECTOR FROM: PUBLIC WORKS DIRECTOR SUBJECT: PROGRESS PAYMENT CONTRACTOR: R.L. Alia Company ESTIMATE- N0. 4 CONTRACT NO, 040-85 PROJLCT: lionev Creek Phase LI _ Sanitary Sewer Interceptor 1. CONTkAC'I'OR EARNINGS IiIIS LSIMME $ 100,810.60 2. SALES TAX @ B, I% 8,165.66 3. TU'1'AL CONIRACI' AMOUNT THIS ESTIMATE $ 108,97t .26 4. EARNINGS PREVIOUSLY PAID COWTRACTOR $ 329,074. 48 5. *EARNINGS DUE CONTRACTOR THIS ESTIMATE $ 95,770.07 6. SUBTOTAL - CONTRACTOR PAYMENTS $ 424,844.56 7. RIA'AINAGI: ON PREVIOUS EARNINGS $ 17,319. 71 8, ** RETAINAGE ON EARNINGS 1111S ESTIMATEi _ 5,040.53 9, SUBTOTAL - RETAINAGE. $ 22,360.24 10. SALES 'FAX PREVIOUSLY PAID $ 28,057,93 11. SALES TAX DUE 1111S ESTIMATE 8, 165.66 12• SUBTOTAL - SALES TAX $ 36,223.59 *(95X x Line 1) GRAND '10'I'A1, $ 483,428.38 **RETAINAGE: 57. FINANCE DEPARTMENT ACTION: PAYMENT TO CONTRACTOR (Lines 5 and 11): ACCT. a 421/000/015.596.38.65.19 $ 104,935.73 N 4 ACCT. q $ M ACCT. # $ N-- ACCT. A _ $ p` ACCT, k $ RETAINED AMOUNT (Line 8): ACCT, p 421/000/015.596.38.65.19 $ 5.040.53 N 4 ACCT. k $_ ACCT. ACCT. N $ B� ACCT. N $ #' CHARTER 118, LAWS OF 1965 TOTAL THIS ESTIMATE $, 108,976.26 CITY OF R[NTUN CERTIFICATION A N$ ~n5r4fC0 m "wear clan r 114mm n AIT! 00 lw1AN1,, 1NAl ME MAIEn1A,E "" lien 11NIM,{N10, NC {lnt 1 BEAD!AEO Cn No LAI1011 flA/pnyl0 N Dfblu ED NfnfM .AND NA, No CLAIM q A ASr Coo ,,, VW,oA0 ogler✓lion AOAFEI MS CITY of pm" AND 1,Al 1 AM A11M ft&D ro M1041141"ll AND COMI o SAD CLAK local z '�� �' CITY OF RENTO� • DEPARTMENT OF19NGINEERING • � • MUNICIPAL BUILDING. 200 MILL. AVE. SOUTH, RENTON, WA. 98055• 235-2631 r� � fC,v,'.l i' Honey Creek - Pbase It PROJECT Sanitary Sever interceptor PROGRESS PAYMENT ESTIMATE NO. Contract No. C40-85 Contractor R.L. Alla Company Closing Date lu-I-as $hrrtJ`.o11 It Est. PREVIOUS TOTAL THIS ESTIMATE TOTAL TO DATE Description Unit Unit Price Qty Qty Amount Qty. Amount Qty. Amount 1 Mobllizatnon 65 47.357.00 1 1 100• 47,357.00 OS 0.00 1001 47.357.0U 2 Clearing And (;rubbing is 32.5UO.u0 1 100% 32.500,0(1 OS 0.00 100% 32.500.00 1 Timber Salvnge LF I.UO 1.000 0 0.00 702 702.00 702 M2.00 Access Road LF 22.07 3.760 IB80 41,491.60 1880 41,491.60 3760 82.983.20 5 CMP Culverts LS 4,50.00 1 752 3,375.00 251 1,125.00 I00 4,500.00 6 18" CHp Culvert LS 8,700.00 1 901 7,830.00 l01 870.00 t00 8,700.00 7 Crushed Rock Sy 3.00 650 239 717.00 291 873.00 530 1,5u0-,00 8 Temporary Patch SY 3,00 650 0 0.00 242 726.00 242 726.00 9 Asphalt Concrete Pavement Si 15.00 650 239 3,585.00 291 4,365.00 530 7,950.00 10 Porland Cement Concrete Sy 30.00 10 11 Bankrun Gravel TON 3.00 1.000 1430 4,290.00 0 0.00 1430 4,290.00 12 Slope Reeking Cy ! 20,00 1.500 0 0.00 132.9 22,656.00 1132. 22.658.00 13 Bedding (Type 11) I.F I 3.00 300 154 462.00 281 843.00 435 11305.00 14 Bedding (Type 111) LF 0.50 .,t00 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 0.00 329 9,870.00 329 9,870.00 16B 8" Sever LF 30.00 307 4,620.00 a 0.00 154 4,620.00 17A Overflow Structure LS 2,500.00 1 0 0.00 502 1,250.00 501 1.250.00 -• I7B Interceptor Cut In LS 1.000.00 1 1002 11000.00 0 0.00 100% 1,000.00 18 M.H. No. 3 I's 1,250.00 l 0 0.00 2001 1,250,00 tool 11250.00 19 M.H. Type 1-48" EA I,Dun.00 4 3 3,000.00 3 3,000.00 A 61000.00 20 Existing M.N. Depth VF 100.00 22 0 0.00 0 0 I7 0 21 8" Drop Connection vt 7U.00 10 0 0 8.1 567.00 8.1 567.00 2 12" Cory. Surer Pipe I.S 14.20 5,100 4988 70,829.60 0 0 4988 70,829.60 23A IZ" Cleanout EA 2,000.00 15 12 24,000.00 0 12 24,000.00 23B 8" Cleanout EA 875.00 3 3 2.625.00 0 0.00 3 2,625.00 4 12" Cleanout Apron EA 478.0 11 25 Service Tees t.A 350.00 9 l0 31500.00 0 0.00 10 3,500.00 6 6" or 8" Serv. 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 I5.00 1,000 9:5 13,875.00 0 0.00 925 13,875.00 9 GAbions CY 100.00 450 274 23,400.00 lit 11,100.00 345 34,500.00 0 Sutdrnln LF 6.00 1,000 1210 7,260.00 20 120.00 12M 7,380.00 31 30" Ilortvontal Well Point FA 100.00 40 4 400.60 0 0.00 4 400.00 32 Horizontal Well Faint Extension 1.F 2.DO 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 14 Bridge Structure EA 4.000.00 2 5 Bridge Extra Span LF 100.00 20 36A 4' Chain Link Fence FA 1,000.00 2 36B Chain Link Fence I's 5.000.00 I 37 Spring Head Drain EA 400.00 6 38 4' Willow Starts FA 1.15 101000 19 Finishing and Cleanup LF 2.00 51400 Change Orders GkANn TOTAL 346,394.20 100.810.60 447,204.80 f0 Subtotal 346.394.20 10U.810.60 447,2u4.80 (b) Retainage: 51 x (a) 17.319.72 5.040.52 22,360.24 (c) Ean,ings Payable this Estimate- 329,074.48 95,170.08 424,844.56 (a) - (b) (d) Sales 'Fax: 8.1% • x (a) 28,057.93 8,165.66 36,223.59 e) Amount due this estimate (c) 6 (d 357,132.41 103,93b.74 461,0b8.15 (i) GRAND TOTAL (a) 4 (it) 314,452.13 108,976.26 483,42R.39 ^P/ .Y Ill FC6 UKfE: October 1, 1985 10: FINANCE DIRECTOR FROM: PUBLIC WORKS UIRECTOR SUBJECT: PROGRESS PAYMENT CON'l HAC'l OR: R.L. Alia Comoany ESTIMATE NO. r' C"NTRACT NO. 040-85 PROJIiCT: Roney Creek Phase 11 Sanitary Sewer Ilterceutor 1. CON'IRA.IOR EARNINGS '1111S ESI'INA'I'E $ 100,810.60 2. ' ALES TARP B, Ix ,$,165 .66 3. 'II1'I'AI, CONTRACT AMOUNT T'111S I:STIMKfE $ 108,976.26 4. CARNINGS PREVIOUSLY PAID CONTRACIOII $ 329,074. 48 5, *EARNINGS UUIi CON"IRAC'IOR '1111S FS'I'IMA'I1: $ 95,770.07 6. SURIOIAL - CONTRACTOR PAYMENTS $_ 424,844.50 7. 111-1AINAGE ON PREVIOUS EARNINGS $ 17,319. 71 8. ** Rli'IA!NAGIi ON EARNINGS '1111S ES'1'IMA'll: 5,040.53 `J. SUBTOTAL - RETAINAGE $ 22,360.24 10, SALES TAR PREVIOUSLY PAID $ 28,057.93 11 , SALES 'JAX DUI? '111JS EST'1MAT'E 8,165.66 12• SUBIUT'AL - SALES TAX $ 36,223.59 *(95'K x Line 1 ) GRAND 'I'CI'Al. $ 493,428.38 **RETAINAGE.: 5'q FMANCE DEPARTMENT ACTION: PAYMENT TO CONTRACTOR (Lines 5 and Il) : ACCT. N 42i/000/015,596.38.65. 19 $ 104,935.73 N 4 ACCT. N $ #— ACCT. N $~ NV ACCT. N —_ $ ACC1 . N $ N— RETAINEU AMOUNT (Line 8): ACCT. N 421 /000/015.596.38,65.19 4 $ 5,040.53 N 4 ACCT. n _ $ a ACCT. N s a ACCT . N $ N'— ACCT. N CHARTFn 116. LAWS OF 1965 TOTAL THIS ESTIMATE $ 108.976.26 CITY OF RENTUN CERTIFICATION 1. TIC 1MDIR:M'*IFO DO IIU'I!f (FI11W LMm nK4n 01 IfAAU, IHA1 MF. WIMAIS TUN PUN 1vow"m me /fRICF3 NIf"RD CII IHI LAWN nnlpnMID M 01"ISFD HFnfIC AHD TAT 14 CLAIM L/ A NSI DUF Mf0 ~A.0 OIln:ffnl„ ADANSI T,1 CCI`I OF IIIHRMC AM TWAT I AM AU'W M MID 10 A jn*WKA1I AND CMIMF 1D" CLAM ♦C l �l c4. CITY OF RENTOO • DEPARTMENT OFONGINEERING • _ • MUNICIPAL BUILDING, 200 MILL AVE. SOUTH, RENTON, WA. 98055 0 235-2631 .a Honey Creek - Phase II PROJECT sanit"ry Sewer Interceptor PROGRESS PAYA'ENT ESTIMATE NO._"_ Contract No. O4u-85 Contractor R.L. Alta Company t-losing Date 1u- 1-R5 $haetlot 2 iterr Est, PREVIOUS TOTAL THIS ESTIMATE TOTAL TO DATE No Description Unit Unit Pnce Qty. Qty Amount Qty. Amount Qly. Amount l Mobilization �S 47,357.00 1 1007 47,357.00 07 0,00 100" 47,357.00 2 Clearing And Grubbing LS 32,5UO.UO 1 100% 32,500.00 OZ 0.00 loot 32,500.00 3 Timber Salvage LF I.UO 1,000 0 0.00 702 702.00 702 702.00 4 Access goad LF 22.07 3,760 1880 41,491.60 1880 41,491.60 3760 82,983.20 5 CMP Culverts LS 4,50 .00 1 75% 3,375.00 25% 1,125.00 100 4,500.00 6 18" CMP Culvert LS 8,700.00 1 90% 7,830.00 10% 870.00 IGO 8,700.00 7 Crushed Rock SY 3.00 650 239 717.%, 291 973.00 530 1.50P.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 Cement Concrete ,Sy 30.00 to 11 Bankrun Gravel TON 3.00 1,000 1430 4.290.00 0 0.00 143U 4,290AO 12 Slope Rocking CY 20.00 1,500 0 0.00 132.9 22,658.00 1132. 22,658.00 13 Bedding (Type 11) LF 3.00 300 154 462.00 281 843.00 435 1.305.00 14 Redding (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 181018,00 16A 12" Sewer Pipe LF 30,00 300 0 0.00 329 91870.00 329 9,870.00 16B 8" Sewer LF 30,00 307 IS4 4,620.00 0 0,00 154 4,620.00 1>A Overflow Structure 1.5 2.500.00 1 0 0.00 50% 1,250.00 507 1.250,00 17B interceptor Cut In LS 1,000.70 1 100% 1,000.00 U 0.00 100% 1,000.00 IB M.H. No. 3 Ls 1,250,00 1 0 0.00 1001 1.250.00 1002 1.250.00 19 M.N. Type 1-48" FA I.000,UO 4 3 3,000,00 3 3.000.Go 6 6,000.00 20 Existing M.M. Depth YF t00.00 22 0 n,00 0 0 0 0 21 8" Drop Connection YF 70.CO ,0 0 0 8.1 567.00 8.1 567.00 '2 12" Cory. Sewer Pipe LS 14.20 5,100 4988 70,82S.60 0 0 4988 10,829.60 '3A 12" Cleanout FA 2,000.00 15 12 24,000.00 0 !2 24.000.00 2 8 B" Cleanout EA 875.00 3 3 2.625.00 0 0.00 1 2,625.00 2e 12" Cleanout Apron EA 478.uO 11 25 Service Tees BA 350.00 9 10 3,500.00 0 0.00 10 3,500.00 2b 6" or 8" Serv. Laterals LF 50.00 350 387 19,350.90 0 0.00 367 19,350.00 27 Television Monitoring LF 0.20 5.100 28 Spawning Gravel TON 15.00 11000 9^5 13,875.00 0 0.00 925 13'ei5.00 29 Gnbions CY 100.00 450 274 23,400.00 111 11,100.00 345 34,500.00 30 Subdrain LF 6.00 1,000 1210 7,260.00 20 120.00 1230 7,380.00 31 10" Iorizontal Well Point FA 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 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 Z 35 Bridge Extra Span LF 100.00 20 36A 4' Chain Link Fence EA 1,000.00 2 36D Chain Link Fence I's 5,000.00 1 37 Spring Head Drain EA 400.00 6 38 4' Willow Starts FA 1.15 10,000 9 Finishing and Cleanup LF 2.00 5,400 Change Orders GRAND TOTAI 346,394.70 100,810.60 447,204.80 Subtotal 346.394.20 100,810.60 447,2U4AO b) Retainage: 52 x (a) I 17,319.72 5,040.52 22,360.24 (c) Earnings Payable this Estimate- �329,074.48 95,/70.U4 424,844.56 (a) - (b) (d) Sales Tux: 8.1% • x (a) 28.057.91 8.165.66 36,223.59 e) Amount due this estimate (c) 6 (d 357.132.41 103,93).74 461,068.15 (f) GRAND TOTAL (a) 6 (d) 314,452.13 108,976.26 483,428.39 I }� DATE: October 1, 1985 10: FINANCE DIRECTOR FROM: PUBLIC WORKS DIRECTOR SUBJECT: PROGRESS PAYMENT CONTRACTOR: R.L. Alia Company_ ESTIMATE NO. 4 CONTRACT NO. 040-85 PROJECT: Roney Creek Phase 1I Sanitary Sewer Interceutor I. CONIRACTOR f:ARNINGS TIIIS ESTIMATE $ 100,810.60 2. SALES TAX P 8.1% 8.16S.66 3. 'IUI'AL CONTRACT AMOUNT 1111S IiS'I'IMATE $ 108,976.26 4. EARNINGS PREVIOUSLY PAID CONTRACTOR $329.074.48 S. *IiARNINGS 111E CON'TRAC7'OR THIS ESTIMATE $ 95,770.07 6. SUBTOTTAL - CONTRACTOR PAYMENTS $ 424,844.56 7. RIA AINAGI: ON PREVIOUS EARNINGS $ 17,319.71 8. ** RETAINAGE ON EARNINGS THIS ESTIMATE 5,040.53 _ 9• SUBTOTAL RETAINAGE $ 22,360.24 10. SALES 'TAX PRIiV10USI.Y PAID $ 28.057.93 11. SALES TAX VUE 1111S ESTIMATE 8,165.66 12. SUBTOTAL - SALES TAX $ 36,223. 59 *(95% x Line 1) GRAND TOTAL $ 483,428.38 **RETAINAGE: 5% — '-- -' a FINANCE DEPARTMENT ACTION: PAYMENT TO CONTRACTOR (Lines 5 and Il) : ACCT. A 421/000/015.596.38.65.19 — $ 104,935.73 p 4 ACCT. a $ACCT. #-- N $ p— ACCT. # $ �— ACCT. N $ RETAINED AMOUNT (Line 8) : ACCT. N 4211000/015.596.38.65.19 $ 5,040.53 p 4 ACCT, a $ ACCT. �— N $ ACCT. I $ #— ACCT. / $ p" CHARTEN 118. LAWS OF 1966 TOTAL THIS ESTIMATE $ 108,976.26 CITY OF RENTUN CERTIFICATION I. off UNDFAWA O n0 1,U'T9r fgga WOCn mcty o/ PfAVA., THAI MS MAimmis WAye vloN TUIINwm THE {(MICE!MAOTACO CO Mf IAWO T'tAIOAMID At Of"Ilto MCAEM. AM THAT 14 CLAIM 11 A Alf I. &N AM ,MEAV C"IMIAIIpN AGAINST ME CTit Of ASNIOPt AM T,MT i AM AUNNM40 TO Ay TTgM1"Ill AM CYnrT To LAID CIA/& T CITY OF RENTON • DEPARTMENT OF ENGINEERING + MUNICIPAL SUILDING, 200 MILL AVE . SOUTH, 55 ,R NTON WA 980 • E ` c35- 2631 N l� Honey Creek - Phase 11 PROJECT Sani ar_y $ewer 1 ntPrsep or PROGRESS PAYMENT ESTIMATE �ontract No._ 0 {0-85 Contractor R. L_ Alia Company ------ -- Closing Date Oct. 311 1985Sheet-Lot 2 enr It (PREVIOUS TOTAL THIS ESTIMATE TOTAL TO DATE No, tion Unit Unit Price Est r _ Qty. Qty. Amount Qty. Amount Qty Amount 1 3g" tS 47,357.00 1 100% 47.357.00 0 2 bing LS 32,500.00 1 0.00 100% 47,357,00 3 LF 1.00 1 ,000 100% 32,500.00 0 0.00 100% 22,500.00 4 LF 7011 702.00 730 730.00 1432 1 ,432.00 5 CMP Culverts 00.00 3,761 3760 82,983.20 0 0.00 3760 82,983.20 6 18" CMP Culvert LS 8,700.00 1 100% 4,50O,D0 0 LS 8,700.00 1 i00% 8,70D,00 p 0.00 100% 4,500.00 7 Crushed Rock SY 3.00 650 0.00 100% 8,700.00 8 Temporary Patch Sy 530 1 ,590,00 I 0 0.00 530 11590.00 9 Asphalt Concrete Pavement 3.00 650 242 726,00 49 147,00 291 t0 Portland Cement Concrete Sy 15.00 650 530 7,950,00 0 873.00 SY 30,00 l0 0 0,00 530 71950.00 11 Bankrun Gravel TON 3.00 1,OOG 0.00 0 0.00 0 0.00 12 Slope Rocking CY 20.00 1,500 1430 4,290.00 398 1 ,194.00 T828 5,484.00 i Bedding (Type ll) LF 1132.9 22,658.00 286 5,720.00 1418, 28,378.00 `!4 Beddirn (Type 1II) LF 3.00 300 435 1 :305:00 0 C.00 435 1 ,305.00 15 Scour Protection Rock 2.60 5,100 4918 2,459,00 0 0.00 4918 2,459.00 16A 12" Sewer Pipe LF 12.60 1,8( 0 1430 18,018.00 0 0,00 11430 18,013.00 1�6 8" Sewer LF 30.00 300 329 9,870.00 0 LF 30.00 307 154 4,620.00 0 0.00 329 9,810,0� 17A Overflow Structur.; LS 2,500.00 1 n 0.00 154 4,620.00 176 Interceptor Cut i 00„ 1 ,250.00 150% 1 ,250.00 100% 2,500.00 18 M.H. No. 3 LS 1,000.00 1 100% 1 ,000.00 I 0 LS 1 ,250.00 1 100% 1 ,250.00 0 7,00 100% 11000.00 19 M.H. Type 1-48 EA 11000.00 4 6 6,000.00 0 0.00 100% 1 ,250.00 20 Existing M.N. Depth VF 100.00 22 DAD 6 6,000.00 21 8" Drop Connection VF 70.00 10 0 0.00 13.3 1 ,330.00 13.3 1 ,330.00 22 12" Curv. Sewer Pipe LF 70.00 5,110 8,1 067.00 0 0.00 B.1 567,D0 23A 12 Cleanout EA 2,000.00 4988 24,000.00 0 0.00 4988 70,567,00 23B 8" Cleanout EA 15 12 24,000.00 0 0.00 12 24 12" Cleanout Apron EA 875.00 3 3 2,625.00 0 22,625.00 25 Service Tees 478,00 li 0 4.00 3 2,625.00 EA. 350,00 9 0,00 8 3,824,00 8 3,824.00 76 6" or 8" Serv. Laterals LF 50.00 350 1Q 3,500,00 0 0.00 10 3,500.00 27 Television Monitoring LF 0,20 5,100 387 19,350.00 80 4,000:00 467 23,350.00 28 Spawning Gravel TON 15.OD I,000 0 0.00 0 0.00 0 29 Gabions Cy 0.00 '30 Subdrain 100,00 450 4 - -,e Y -00 925 13,875.00 31 30" Ho izontal Well, Point LF 6,00 1,000 1230 7,380.00 PO OO 373 37,300.00 32 Horizontal Well Point Extension LF 100.00 40 4 400.00 0 I 120.00 1250 7,500.00 33 12" Culvert 2.G'� E 'Q " 25 g0.00 0 0,00 i 4 1 400,00 34 LF 40,00 300 260 10,400:00 I 0 U.00 25 50.00 Bridge Structure EA 4,000.00 2 0.00 260 i0,400.00 35 Bridge Extra Span LF O 0.00 3 12,000.00 3 12,000.00 36A 4' Chain Link Fence 100.00 20 p O.DO 0 366 Chain Link Fence EA 1 ,000.00 2 0 3.00 0 0.00 LS 5,000,00 1 0.00 0 0.00 0 0.00 37 Spring Head Drain EA 000.00 0 0,00 0 0.00 0 38 4' Willow Starts EA 6 0.00 2 800.00 0.00 39 Finishing and Cleanup LF 1, 15 0,000 0 0.00 2 800.00 2.00 5,400 0 0 0.00 0 0.00 0.00 0 0.00 0 0.00 Change Orders GRAND TOTAL d '' _ $443,604.80 798 1 179.60 i19 7j (91i I 7U o C 0 C 0 • C 47 357 • + 32 50J - + 1 432 • + 82 983 • ? + 47 + 500 - + ..� 4 500 . 0 + 32 UU 8 700 . 0 + 702 • + 82 983 . 2 + 0 • C 1 590 • J + 8'13 . 0 + 8 500 . 0 + 730 • + 7 950 . 0 + 147 • + 0 . r 1 590 . 0 + 726 . 0 + 1 194 • + 5 484 . 0 + 5 720 • + 28 3'73 . 0 + 7 950 . + 0 , + 1 250 • + 1 305 . 0 + 4 290 . 0 + 1 330 • + 2 459 . 0 + 3 824 • + 1 18 018 . 0 + 2 " 658 . 0 + 1 305 . 0 + 4 001i - + 9 870 . 0 + 2 459 . 0 + 2 800 - + 4 620 . 0 + 120 • + 2 500 . 0 + 18 018 . 0 + 9 270 • 0 + 12 000 • + 1 000 . 0 + 800 • + 1 250 . 0 + 4 250 . 0 + 1 0 . 0 + 33 915 • * 6 000 . 0 + 1 1 330 . 0 + 1 50 250. 1) + . 0 + 33 915 • x 567 . 0 + 0 . 05 = 70 829 . 6 + 6 000 . + 0 • + 1 695 . 75 * 24 000 . 0 + 567 . 0 + 2 ' 25 . 0 + 0 • C i 9 ^ 4 . 0 + 70 829 . E t 3 500 0 + 000 0 + 2 625 . 0 + 33 915 • + 23 35U • 0 + 0 • + 0 - + 3 500 • 0 + 1�93 7 '13 875 . 0 + 19 35 . 0 + 137 300 . 0 + u + 54/6 . 1 75 * . 7 500 • 0 + 13 875 • U + 400 . 0 + 0 • C 50 . 0 + 34 SQJ • 0 + 0 . 0 + 10 40 400 . 0 + 7 0 • 0 + 33 915 • + 12 000 . 0 + 50 . 0 + 1 695 . 75 - 800 . 0 + 10 400 . 0 + 32 219 . 25 481 119 • 8 * 447 204 . 3 * 0 C 431 119 . 8 x 447 204 . 8 x 0 . 05 = 0 05 = 33 915 • x 24 055 . 99 * 0 . 081 = 22 360 . 24 * 2 747 • 115 * 0 • C 0 . 0 • C A P�5 = 2192r +K 2 7_ 447 204 . 8 + 2 47 • =K 0 I 22 360 . 24 - �U5 437 . 219 ' * 424 844 . 56 * p . C 431 119 . 8 + 0 • C 24 055 . 99 - 32 219 . 25 + 457 063 . 81 * 447 204 . 8 x 2 747 . 11 + 0 . 031 = 34 966 . 36 * 0 36 223 . 588� p • C 481 119 . 8 x 0 • C 0 . 081 = 33 915 • + 38 )70 • '7038 * 424 844 . 56 + 2 '147 . 11 + 36 223 . 59 + 36 662 . 11 * 38 970 . 7033 + 461 069 . 15 * 457 063 . 8100 + 496 034 . 5138 * 0 . C 0 • C 447 234 • 8 + r 1• tl •t UA'fE: 0ey1}r 1 M1' '10: FINANCE UIREC"1'UII 1;ittN1: PUBLIC WORKS UIRECFOR SUBJECT: PRMtL-SS PAYMENT CON'I1tAC'IOR:_ R_L,. Alla Conoanv ESTIMME NO. JL CONIHACT NO. 040-85 PRWECT: honey Creek Pltase 11 SaniCary Seuer 1nlcrcculvr 1. CONIRAC'IOR EARNINGS 'mis Ii5'EIf,N'I'L• $ 100 01Q7G0 1,5 2. SALES IAX P 8. )7. 8.165 66 Z J 74 7l I 3. TU'IAI, CONIRACT AMOUNT '1111S ESTIMA'I'E $ 108,976.26 3 4;6 7o2'` 4. EARNINGS PREVIOUSLY PAID CONIRAS'I'OR $jQ*. ''121f `?1-1.SL 5. *EARNINGS ME C(NJ'FRA IOR 'EIIIS I:S'1"IMA'1E $:2t;-"r1;e7 zZ �- 1% "w dl .757 r,b3= 6. SIIB'I'0'IAL - CONTRACTOR PAYMENTS $ i34,6t1tr.56 7. RIA'AINAGI: ON VI(EVIOUS EARNINGS $ 17,319. 71 RE'I'AINAGE ON EARNINGS MIS ESTIMATF. S,W40,53 9. S1J8'1OTAL - RETAINAGE ` 10. SALES TAX PRI:VIOUSI.Y PAIU ` 1 It . SALES TAX UUl: 'I11IS ES'I'1MA'1'E 8,165.66 z74/7" 12. SUBTOTAL - SALES TV $ 36,223.59 _ *(95% x Lille 1) GRAND TOTAL $ 483,428.38 **RETAINA(;E: 5% — FINANCE DEPARTMENT ACTION: PAYMENT TO CONTRACTOR (Lines 5 and 1)); 36 ACCT. a 421/000/015.596.38.65.19i�� p tr ACCT. M $ 9 ACCT, p $ a-- ACCT. p E a' ACCT. a --a-- RETAINEU AMOUNT (Line 8) : ACCT. p 421/000/015.596.38.65.19 $ t M s ACCT. a ACCT. a $ a-- AM. p — ACCT. a $_ N CHAMEll lit. LAWS OF 1965 TOTAL THIS ESTIMATE CITY OF RENJON CERTIFICATION 1 "' (MOtr;lr,1110 00 MI/iF11 (!Wr{ uw m n"LTY 01 Ipl lira I. IW, " W ltr'" MAY' q,w Fh N%"M, ple it"Y"I nt"MI0('R IMi V""RMAM,0 Al bl"wO I11" ♦IR, TIMI 1111 (I.AY U A 1 SI 0111 „10 tW,Ao OqI T.AIXIW AfNNiI m1 M, 0, 01WNW. Alp 11p1 1 AM AIMw14t0 TO Ayn11W1(A11 Me twvv 10 MD C14I.t Y 0 i 0 • 33 915 • + 2 747 . 11 + 36 662 . 11 * 0 • C 424 844 . 56 + 32 219 . 25 + • g+> �' 457 063 . 81 * M t w. 0 • C I #1' t;,�;•'�. 22 3 6 0 • 2 4 + 1 695 . 75 + 24 055 . 99 * °,< r 0 • C 36 223 . 59 + 2 747 • 11 + 38 970 . 70 * 0 • C 457 063 . 81 + 24 055 . 99 + 38 970 . 70 + 520 090 . 50 * 0 . C 32 219 . 25 + 2 747 . 11 + 34 966 . 36 * 34 966 . 30 + 1 695 . 75 + 35 662 . 11 * 0 • C DATE: October 1, 1985 1 ` 1'0: �� 'FINANCE DIRECTOR i FROM: PUBLIC WORKS DIRECTOR SUBJECT: PR06HESS PAYMENT CON]RAC'I'OR: R.L. Alia Company ESTIMATE NO. 4 CONTRACT NO. 040-85 PROJECT: Honey Creek Phase 11 Sanitary Sewer interceptor 1. CON'I'RAC'TOR EARNINGS '1111S ESTINAI'E $ 100,810.60 2. SALES TAX @ 8.17, 8.165.66 3. 'I'U'TAL CONIRMA' MKHINT 1111S ES'HMA'TE $ 108.976.26 4. EARNINGS PREVIOUSLY PAID CONTRACTOR $ 329,074. 48 S. *I!AI(NINGS DUE CONTRACTOR '1'11IS ES'I'IMME $ 95,770.07 6. SOBIGVAL - COKI'RACIOR PAYMENTS $ 424,844.56 7. RE'IAINAGE ON PREVIOUS EARNINGS f 17,319.71 F. ** RF:'I'AINAGE ON EARNINGS 1111S ESTINATI: 5,040. 53 9. SUBTOTAL - RLTAINAGE $ 22 360.24 10. SALES 'TAX III(EVIOU31A PAID $ 28,057.93 - - 11 . SALES 'IAX DUE THIS IMINIME 8,165.66 12. SUBTOTAL - SALES 'PAX $ 36,223. 59 *(95% x Line 1) GRAND 1'O'I'AL f '48'. .428.38 **RETAINAGE: 5T FINANCE DEPARTMENT ACTION: PAYMENT TO CONTRACTOR (Lines 5 and 11) : ACCT. N 421/000/015.596.38.65.19 $ 104,935.73 p 4 ACCT. N $ ACCT. a s r+ ACCT. a _ g #— ACCT. # _ $ q RETAINED MKIUNT (Line 8) : ACCT. # 421/000/015.596.38.65.19 $ 5,040. 53 M 4 ACCT. A' $ M ACCT. M $ y ACCT. A $ N ACCT, # $ N CHARTEn 116, LAWS OF 1966 TOTAL THIS ESTIMATE $ 108 76.26 CITY OF RENTON CERTIFICATION I nil ~113r,MEo M Hp'I81 fMM UNMN HWiT 0* TAT*/*T, THAT THE WIMAIS NAY* *T*N +U1MMMM, M! 6T*v1k*3 RIMMATO rM M*LAAOA T*AMAMID A 0611MgIo Tit,"* AND TNAI lid CLAW V A AST mg Am INI#M OTILTIOMOM AGAMST NO CTft OF 11*111I0I( AM TMAT I AM AU1w+IWSo To AYTMlill"M AM COMP TO Mo CLAM awso + , CITY OF RENT • DEPARTMENT OANGINEERING •� MUNICIPAL BU,=DING, 200 MILL AVE. SOUTH, RENTON. WA. 98055a 235-2631 ♦�` :'iney Creek - Phase li PROJECT sanitary Sewer Interceptor _ PROGRESS PAYMENT ESTIMATE NO. Contract No _ II.u-85 Contractor R.L. Alta Company Closmg Date 10-1-85 Sheet.Lof 2 1 PREVIOUS TOTAL THIS ESTIMATE TOTAL TO DATE No Description Umt Umt Pr,ce Q,y Qty. Amount Qty Amount Qry. Amount I Mobilization LS 47,357.00 1 1001! 47.317.00 0% 0.00 1007 47,357.00 2 Clearing And Grubbing LS 32,5UO.UO 1 100% 32.500.00 0% 0.00 1002 "2,500.00 7 Timber Salvage LF 1.U0 1,000 0 0.00 702 702.00 702 702.00 4 Access Road LF 22.07 3,760 1880 41.491.60 880 41.491.60 3760 82,983.20 5 CMP Culverts LS 4,5UO.00 l 75% 3,375.00 251 1,125.00 100 4,500.00 6 18" CMP Culvert LS 8,700.00 1 o0S 7.830.00 10% 870.00 100 8,700.00 7 Crushed Rock SY 3.00 650 239 717.00 291 873.00 530 1,5uO.00 8 Temporary Patch SY 3.00 650 0 0.00 242 716.00 242 I 726.00 9 Asphalt Concrete Pavement SY 15.00 650 239 3,585.00 291 4,365.00 530 7,950.00 10 Porland Cement Concre�e SY 30.00 10 11 Bankrus Gravel TON 3.00 1.000 1430 4,290.00 0 0.00 1430 4.290.00 12 Slope Rocking CY 20.00 1,500 0 0.00 132.9 22.658.00 1132. 22,658.00 13 Bedding (Type II) LF 3.00 300 154 462.00 281 81,3.00 435 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 0.00 1430 18,018.00 16A 12" Sewer Pipc LF 30.00 300 0 0.00 329 9,870.00 329 9,870.00 16B 8" Sewer LF 30.00 307 154 4,620.00 0 0.00 154 4,620.00 17A Overflow Structure LS 2,500.00 1 0 0.00 50% 1,250.00 50% 1,250.00 I7B Interceptor Cut In LS 1,000.00 1 100% 1,000.00 0 0.00 100% 1,000.00 18 M.H. No. 3 Ls 1,250.00 1 0 0.00 I30% 1,250.O6 1001 1,250.00 19 M.N. Type 1-48" FA I,OuO.UO 4 3 3,000.00 3 3,000.06 6 6,000.00 '0 Existing N.H. Depth VF 100.00 22 0 0.00 0 0 0 0 1 8" Drop Connection VF 70.00 10 0 0 8.1 567.00 8.1 567.00 2 12" Cory. Sewer Pipe LS 14.20 5,100 4988 711,829.60 0 0 4988 70,829.60 13A 12" cleanout EA 2,U00.00 15 12 2t.000.00 0 12 24,OD0 00 23B 8" Cleanout EA 875.00 3 3 2,625.00 0 0.00 3 2,625.00 4 12" Cleanout Apron CA 478.0 I1 25 Service Tees rA 350.00 9 10 3,500.00 0 0.00 10 3,500.00 6 6" or 8" Serv. Laterals LF 50.00 350 387 19.350.00 0 0.00 387 19,350.00 7 Television Monitoring LF 0. -0 5,100 8 Spawning Gravel TON 15.00 1,000 975 13,875.00 0 0.00 925 13.e75.00 29 Gab tons CY 100.00 450 2'.4 23,400.00 ill 11,100.00 345 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 FA 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 50.00 33 12" Culvert jr 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 36A 4' Chain Link Fence FA 1,000.00 2 36B Chain Link Fence LS 5,000.00 1 37 Spring Head Drain FA 400.00 6 38 4' Willow Starts EA 1,15. 10,000 39 Finishing and Cleanup LF 2.00 5,400 Cu.tnge orders GRAND TOTAL ( 346,354.2U .�tOO,810.60 447,2U4.80 (a) Subtotal 346,394.20 100.810.60 447,204.80 b) RetainaRe: 52 x (a) 17,319.72 5,040.52 22,360.24 (c) Earnings Payable this Estimate- 329,074.48 95,170.08 424,844.56 (a) - (b) (d) Sales Tax: 8.1% A x (a) 28,057.93 8.165.66 36.223.59 e) Amount due this estimate (0 5 (d 357,132.41 103,9ll.74 461,Ob8.15 (f) GRAND TOTAL (a) 6 (d) 3/4,452.13 108,976.2e 483.428.39 1 1 UATE: October 1, 1985 10: FINANCE DIRECTOR FROM: PUBLIC WORKS DIRECTOR SUBJECT: PROGRESS PAYMENT' CON'I'RAC'1011:_k.L_A,Iia ComoanV ESTIMATE NO. 4 CON1RACT ND. 040-85 PROJECT: Ibney Creek Phase 11 Sanitary Sewer LnteEreptor I . CONTRACTOR EARNINGS '1111S ESTIMATE $ 100,810.60 2. SALES TAX P 8. 1y 4,445�61 (pq7 . (,, p 3. '10"I'AL CONTRACT ANOUN'F '1111S ESIMATE $ 108,976.1E 4 . EARNINGS PREVIOUSLY PAID CONTRACTOR 5. *FARNINGS DUE CONTRACTOR 'I111S ESTIMAIL $ 95,770.07 6. SUBTOTAL - CUNTRACTOR PAYMENTS $ 424,844.W 7. 11171AINAGE ON PREVIOUS EARNINGS $ 17,319'?�jZ 8. ** RETAINAGE ON EARNINGS TIIIS ESTIMATE: 5,040.53 `1• SUB'1'UFAL - RETAINAGE $ 22,360.2-4- 10. SALES TAX PREVIOUSLY PAID $ 28,057.93 tl . SALES 'IAX DUE THIS ESTIMATE 8.105•U6- P L,p�;Z 12. SUBIOTAL - SALES TAX $ 36,223.SrJ" *(95Y, x Line 1 ) GRAND 1'01AL $ 483,428.39 **RETAINAGE: 5% FINANCE DEPARTMENT ACTION: PAYMENT TO CONTRACTOR (Line^ 5 and 11) : ACCT. a 42L/000/015.596.38.65.19 $ 103,935.72; p 4 ACCT. a $ ACCT. a ACCT. a ACCT. a $ a— RETAINED AMOUNT (Line 8) : ACCT. a 421/000/015.596.38.65.19 $ 5,040.53 p 4 ACCT, a $ --#-- ACCT. a ACCT. a _ $ a ACCT. a —� $ a_ CMAPTER 118. LAWS OF 1966 TOTAL THIS ESTIMATE $ 100,976.26 CITY OF RENTON CERTIFICATION f OR Ow'"IrAto CIO liutuf (ENnl1 "wq "MALTY OF Rp NII Y, IHV tHF MAfE0141j HAVE FFFN Furwom. THr EEAViCEs AINOENEN CIE ENE LAWN rRAfORMFC AS OFbURo HF AEIN. ANO I f IN( CLAIM IS A AIs Y. m A VNIAD ONIr.AMN AOANif Ml (M of DENIM AND TVAT I AM AU WffdnD TO NJMMKA1I AND CGKM EO MO CEAK tlGNR r 7 f ,I CSC' rJR, CITY OF RENTONI • DEPARTMENT OF WGINEERING MUNICIPAL BUILDING, 200 MILL AVE. SOUTH, RENTON. WA. 98055 0 235-2631 Honey Creek - Phase II PROJECT Sanitary Sewer Interceptor PROGRE55 PAYMENT ESTIMATE NO.4 Contract No. 040-85 Contractor R.L. Alta Company Closing Date I0-1-e', SheelLof 2 It Description Unrt Unrt Pr,ce Est. PREVIOUS TOTAL THIS ESTIMATE TOTAL TO DATE No. Qly. Qty Arnount Qty Amowtt Qty. ArrWunt 1 Mobilization I's 47,357.00 1 100% 47.357.00 01 0.00 100% 47,357.00 2 Clearing And Grubbing LS 32,50.U0 1 1001 32.500.00 OR 0.00 iOO1 32,500.00 3 Timber Salvage LF 1.UO 1,000 0 0.00 702 702.00 702 702.00 4 Access Koad LF 22.07 3,760 1800 41,491.60 880 41.491.60 3760 82,983.20 5 CMP Culverts LS 4,5uO.UC I 757 3,375.00 252 1,125.00 100 4.500.00 6 18" (TIP Culvert LS 8,700.00 1 901 7,830.00 10% 870.00 100 8,700.00 7 Crushed Rock Sy 3.00 650 239 717.00 291 873.00 530 1,540.00 8 Temporary Patch Sy 3.GO 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 Cement Concrete Sy 30.00 10 11 Bankrun Gravel TON 3.00 1,000 1430 4,290.00 0 0.00 1430 4,290.00 12 Slops Rocking Cy 20.00 1,500 0 0.00 132.9 22,658.00 1132.. 22,658.00 13 Bedding (Type II) LF 3.00 300 154 462.00 281 843.00 435 1.305.00 14 Bedding (Type !II) 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.OU 0 0.00 1430 18,018.00 16A 12" Sewer Pipe LF 30.00 300 0 0.00 329 9,870.00 329 9,870.00 168 6" Sewer LF 30 00 307 154 4,620.00 0 0.00 154 4,620.00 174 Overflow Structure LS 2,500.00 1 0 0.00 502 1,250.00 50% 1,250.00 17B I •rceptor Cut In LS 1,000.00 I 100% 1,000.00 0 0.00 100% 1,000.00 18 M, No. 3 Ls 1,250.00 1 0 0.00 1001 1,250.00 1001 1,250.00 19 M.H. Type 1-48" EA 1,000.UO 4 3 3,000.00 3 3,000.00 6 6,000.00 0 Existing M.H. Depth VF 100.00 22 0 0.00 0 0 0 0 1 8" Drop Connection Vr 70.00 10 0 0 8.1 567.00 8.1 567.00 2 12" Cory. Sever Pipe LS 14.20 5.100 4988 70,829.60 0 0 4988 70,829.60 23A '2" Cieanout EA 2,UD0.00 15 12 24,000.00 0 12 24,000.00 23B B" Cleanout FA 875.00 3 3 2,625.00 0 0.00 3 2,625.00 4 12" Clearout Apron Ea 478.uO 11 5 Service Tees M 350.00 9 10 3,500.00 0 0.00 10 3,500.00 6 6" or B" Serv. Laterals LF 50.00 350 387 19,350.00 0 0.00 387 19,350.00 7 Television Monitoring LF 0.10 5,100 8 Spawning Gravel TON 15.00 1,000 9:5 13,875.00 0 0.00 525 13.875.00 9 Gabions Cy 100.00 450 2.'4 23,400.00 111 11,100.00 345 34.500.00 30 Subdrain LF 6.00 1,000 1210 7,260.00 20 120.00 123n 7,380.00 31 30" Horizontal Well Paint EA 100.00 40 4 400.00 0 0.00 4 400.00 32 Horizontal Well Point Ext-naion LF 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 4 Bridge Structure EA 4,000.00 2 35 Bridge Extra Span Lr !00.00 20 36A 4' Chain Link Fence FA 1,000.00 2 36B Chain Link Fence LS 5,000.00 1 37 Sp.in,; Head Drain EA 400.00 6 38 4' Willow Starts FA 1.15 10,000 39 Finishing and Cleanup LF 2.00 5.400 / j Change Orders � rl' GRAND TOTAL. 146,394.20 100.810.60 447,204.80 Y a (n) Subtotal 346,394.20 IOU.810.60 I 447,2u4.80 l7. -- (b) Retainage: 51 x (a) 17,319.�Y} 5.040,53"11 22,360.2 ,c) Earnings Payable this Estimate- 329,074.).5'Q, 95,7JO.W- 424,844.;e (d) Sales Tax: 8.1% ♦ x (a) 28,057.9� A H,165.i, 36,223.w�/ e) Amount due this estimate TO A (d 357,132.Ar T1 103,935.a;� 461,0b8.ia+p (f) GRAND TOTAL (a) 6 (d/ 374,452.13 108,976.21r 483,428..V nl.(P,-/ I DATE: October 1, 1985 r , TO: FINANCE DIRECTOR FROM: PUBLIC VORKS DIRECTOR SUBJECT: PROGRESS PAYMENT CONTRACTOR: R. plia COO,OaIky ESTIMATE NO. 4 CONIRACT NO. 040-85 PROJECT: Honey Creek Phase 11 Sanitary Sewer Interceptor 1. CONTRACTOR EARNINGS 1111S LSTIMATE $ 100,810.60 2. SALES TAX @ 8.1% 8.165.66 3. TOTAL CONTRACT AMOUNT T1115 usT'IMATE $ 108,976.26 4. EARNINGS PREVIOUSLY PAID CONTRACTOR $ 329,074.48 S. *I:ARNIN(+S DUF CONTRACTOR TIiIS ESTIMATE $ 95,770.08 6. SUBTOTAL - CONTRACTOR PAYMENTS $ 424,844.56 7. RETAINAGE ON PREVIOUS EARNINGS $ t7,319.72 8. ** RETAINAGE ON EARNINGS TIH S ESTIMATE 5,040.52 9• SUBTOTAL - RETAINAGE $ 22,360.24 10. SALES 'VAX PREVIOUSLY PAID $ 28.057.93 11. SALES TAX DUE 1111S ESTIMATE 80165.66 12. SUBTOTAL - SALES TAX $ 36,223.59 *(95% x Line 1) GRAND TOTAL $ 483,428.3 9 **RETAINAGE: 51 FINANCE DEPARTMENT ACTION: PAYMENT TO CONTRACTOR (Lines 5 and 11) : ACCT. # 42L/000/015.596.38.65.19 $ 103,935.74 N 4 ACCT. # $ _ ACCT. # _ $ ACCT. H $ a- ACCT. M $ p RETAINED AMOUNT (Line 8): _ ACCT. M 421/000/015.596.38.65.19 $ 5,040.52 N 4 ACCT. N $ M ACCT. B _ $ ACCT. H $ Ni ACCT. N $ N`—` CHARTER 118, LAWS OF 1966 TOTAL THIS ESTIMATE $_ 108,976.26 CITY OF RENTON CERTIFICATION 1. " IMDf R,r.NfO ro NFnuf tt*tl u mm Amory or *tA1V INAf " MAIERfAtS MAYf ff1N fOANISNfo. Mf Sf""C""t"AfO CD INS LABOR P1AIpAM1u AS DFS(7USFO Mf Rf"N, AND rNl 1M CLAIM IS A AISf OW APO VWAG 0Rt10AMN AaAMSt Mf OA of pMfOK AND 1NAI 1 AM Aum"WAO to AMr~,LAIS APO Cmf"10 SAO cvak SICK CITY OF RENT • DEPARTMEN F OFONGINEERING MUNICIPAL BUILDING, 200 MILL AVE. SOUTH, RENION, WA. 96055♦ 235-2631 Honey Creek - Phase 1, PROJECT Sanitary Sewer Interceptor PROGRESS PAYMENT ESTIMATE NO. n Contract No. 04u-85 Contractor. R.L. A1ia Company Closing Date�jSL-LJSS_ Stxat.Lot1 Iterr Est PREVIOUS TOTAL THIS ESTIMATE TOTAL TO DATE No. Descr option Unit Unit Pr,ce LItY Qty Amount Qty I Amuunt Qty Amount I Mobilization I'S 47,357.00 1 1001 47.357.00 07. 0.00 100% 47,357.00 2 Clearing And Grubbing LS 32,51.10.00 l 1002 32,500.00 02 0.00 1007 32,500.00 3 Timber Salvage LF 1.00 1.000 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 82,9R3.20 5 CMP Culverts LS 4,500.00 ( 75Z 3.375.00 25% 1,125.00 10o 4,500.00 6 18" CMP Culvert I's 8,700.DO 1 90% 7.830.00 10% 870.00 100 8,700.00 7 Crushed Rock SY 3.00 650 239 717.00 291 813.00 530 1,50r.OO 8 Temporary Patch Sy 3.00 650 0 0.00 242 726.00 242 726.00 9 A.:phalt Concrete Pavement S1' 15.00 650 239 31585.00 291 4,365.00 530 7,950.00 10 Porland Cement Concrete Sy 30.00 10 11 Bankrun Gravel TON 3.00 1,000 1430 4,290.00 0 0.00 1430 4,290.00 12 Slope Rocking CY 20.00 1,500 0 0.00 132.9 22,659.00 1132. 22,658.00 13 Bedding (Type II) LF' 3.00 300 154 462.00 281 843.00 435 1,305.00 14 Bedding (Type Ill) LF 0.50 5.100 4918 2.459.00 I 0 0.00 491R 2,459.00 15 Scour Protection Rock LF 12.6U 1.800 1430 18,018.00 0 0.00 1400 18,018.00 16A 12" Sever Pipe LF 30.00 300 0 0.00 329 91870.00 329 9,870.00 16B 8" Sever LF 30.00 307 154 4,620.00 0 0.00 154 4.620.00 I7A Overfl ov Structure I's 2,500.00 1 0 0.00 Sol 11250.00 50% 1,250.00 178 Interceptor Cut In LS 1,000.00 I 300% 11000.00 0 0.00 100% 1 ,000.00 18 M.N. No. 3 LS 1,250.00 1 6 0.00 1001 1.250.00 100% 1,250.00 19 M.H. Type 1-48" EA I,DO().VO 4 3 3,000.00 3 3.000.00 6 6,000.00 20 Fxl6ting M.H. Depth VF 100.00 22 0 0.00 0 0 0 0 ' 1 8" Drop Connection VF 70.00 10 0 0 8.1 567.00 8.1 567.00 2 12" Curv, Sever Pipe LS 14.20 5,100 4988 70.829.60 0 0 4988 70,929.60 23A 12" Cleanout EA 2,000.00 15 12 24.000.00 0 12 24,090.00 23B 8" Cleanpur EA 875.00 3 3 2,625.00 0 0.00 3 2,625.00 4 12" Cleapout Apron EA A78.uO 11 25 Service Tees t:A 350.00 9 10 3.500.00 0 0.00 10 3,500.00 6 6" or 8" Serv, Laterals LF 50.00 350 387 19,35C.00 0 0.00 387 19,350.00 27 Television Monitoring LF 0.20 5.100 28 Spawning Gravel TON 15.00 1,000 925 13,8)5.DO 0 0.00 925 13,875.00 9 Gahlons CY 100.00 450 2:'t4 7.3.400.00 111 11.100.00 345 34.500.00 30 Subdrain LF 6.1)0 1,000 1210 7,2h0.00 20 120.00 1230 7,380.00 31 30" Horizontal Well Point EA 100.00 40 4 400.00 0 0.00 4 400.00 32 Horizontal Well Point Extensioc LF 2.00 600 25 50.00 0 0.00 25 50.00 I 33 12" Culvert LF 40.00 300 260 10,400.00 0 D.00 260 10,400.00 34 Bridge Structure EA 4,000.00 2 35 Bridge Extra Span LF 100.00 20 36A 4' Chain link Fence EA 1.000.00 2 36B Chain Link Fence LS 5,000.00 1 37 Spring Head Drain EA 400.00 6 IS 4' Willow Starts EA ' 1.15 101000 39 Finishing and Cleanup LF 2.00 5,400 Change Orders GRAND TOTAL 146,394.20 100.810.60 447,204.811 f �) Subtotal 346,394.20 100,81 0.60 447,2U4.80 (h) Retainage: 5% x (a) 17,319.71 5,040.52 22,360.24 (.) Earnings Payable this Estimate- 329,074.49 95,170.08 424,844.56 (a) - (b) (d) Sales Tax: 8.1% • x (a) 28,057.93 8,165.66 36,223.59 'e) Amount due this estimate (r) 6 (d 357,132.42 103,93?.74 461,068.15 (I) GRAND TOTAL (a) 6 (d) 314,452.13 108,976.26 483,428. 34 i DATE: TO: FINANCE DIRECTOR FROM: PUBLIC WORKS DIRECTOR SUBJECT: PROGRESS PAYMENT CONTRACTOR: R.L. Alia Company ESTIMATE NO. � CONTRACT NO. 040-85 PROJECT: Honey Creek Phatp TT Sanitary Sewer Interceptor 1. CONTRACTOR EARNINGS THIS ESTIMATE $ "r+9 ccT�ou / O�jGld16� 2. SALES TAX @ 8,1m � iG$llab 3. TOTAL CONTRACT AMOUNT ICIS ESTIMATE $ -161,312.63 1,:)e, g76 .2(. 4. EARNINGS PREVIOUSLY PAID CONTRACTOR $ iF39,3}@ 1{T- -S'Z `y, J 7q,gl S. *EARNINGS DUE CONTRACTOR THIS ESTIMATE $ 141t764.32- 9 � , -17o 0� 6. SUBTOTAL - CONTRACTOR PAYMENTS $ 4gq7w4-A& dgzq gf,s6 7. RETAINAGE ON PREVIOUS EARNINGS $ 9.,95 ,-44- 17, 315 71 8. ** RETAINAGE ON EARNINGS TII1S ESTIMATE _ 74 P40- 5, 040 , 51 9. SUBTOTAL - RETAINAGE $ 44,44¢+72 Z7, 'S602y 10. SALES TAX PREVIOUSLY PAID $ 46,470-66 zej6si -93 11. SALES TAX DUE THIS ESTIMATE F" �0 12. SUBTOTAL - SALES TAX $ 2$TOa7 A� ,4, 22 S•59 *(95% x Line 1) GRAND TOTAL $ N83, V2y.34 **RETAINAGE: 51 FINANCE DEPARTMENT ACTION: PAYMENT TO CONTRACTOR (Lines 5 and 11) : ACCT. N 421/000/015.596.38.65.19 $ 16318.51,W / 4 ACCT. N $ ACCT. 4 $ ACCT. t $ ACCT. M , $ RETAINED AMOUNT (Line 8) : ACCT. N 421/000/015.596.38,65.19 $ 7 "`� / 4r ACCT, N $ ACCT. N $ ACCT. w $ ACCT. M _ $ $ "mr�rz—vr- CHARTER 116, LAWS OF 1986 TOTAL THIS ESTIMATE— CITY OF RENTON CERTIFICATION og 37L•?L l 1 UMMRWM[0 DO 11WERY Cf"Wv men NULTY nF A$H"y. INC'- iN6 wi[Awts mve R66N immom, TN6 66RVICCI R6NgR60 CR I",MADII mamm'6D AI ommotD Ci i M[A6RA AND T l lW CLA 0 A A$T Doi AMD UMFMD R_// D6U6ADON ADAF61 TNI C" O6 RBITDN• AND rAAT 1 AM AUnVW4M 10 IMINDM(ATI 00 Ca1D61 10 ND QMl DATE: 8/29/85 TO: FINANCE DIRECTOR FROM: PUBLIC WORKS DIRECTOR SUBJECT: PROGRESS PAYMENT CONTRACTOR. R.L. Alia Comoany ESTIMATE NO. 3 CONTRACT NO. 040-85__ PROJECT: Honey Creek Phase IT Sanitary Sewer Interceptor I. CONTRACTOR EARNINGS THIS ESTIMATE $ 149,225.60 2. SALES TAX a 8.1% _ 12,087.27 3. TOTAL CONTRACT AMOUNT MIS ESTIMATE $ 161 ,312.87 4. EARNINGS PREVIOUSLY PAID CONTRACTOR $ 187,310.16 S. *EARNINGS DUE. CONTRACTOR THIS ESTIMATE $_ 141,764.32 6. SUBTOTAL - CONTRACTOR PAYMENTS $ 329,074.48 7. RETAINAGE ON PREVIOUS EARNINGS $ 9,858.44 B. ** RETAINAGE. ON EARNINGS THIS ESTIMATE 7,461.28 9. SUBTOTAL - RETAINAGE $ 17,319.72 10. SALES TAX PREVIOUSLY PAID $ 15,970.66 11. SALES TAX DUE TIIIS ESTIMATE 12,087.27 12. SUBTOTAL - SALES TAX $ 28,057.93 *(95% x line 1) GRAND TOTAL $ 374,452. 3 **RETAINAGE: 5% FINANCE DEPARTMENT ACTION: PAYMENT TO CONTRACTOR (Lines 5 and 11) : ACCT. # 421/000/015.596.38.65.19 $ 153,851 .59 # 4 ACCT. # $ N ACCT. # $ ACCT. # _ $ # ACCT. # $ #� RETAINED AMOUNT (Line 8) : ACCT. # 421/000/015.596.38.65,19 $` 7,461.28 # 4 ACCT. # $ M ACCT. # $ # ACCT. # $ ACCT. # $ CHARTER 118, LAW^ IF 1906 TOTAL THIS ESTIMATE $_ 161 ,312. 87 CITY OF RENTON C,41FICATION E ea ~Rsr,(((o co 11mur com,v URM% mw'. Y c( PVA Av. our /ME w IEnu,s rove oral F�MWm, rHe ee Mice!M00Mep rr me~mmo wp e.(olm'sto A i "fl(ft uo ?, , rW P.V. is • wsr OE No MPAID ( 04.4►rwu OMMsr M( MY OF e«r(O( Apo r1Ur , as i7 AulmorAm 70 AyTAW 1Ge1 AND CWWV 10 W cur CITY OF RENTOI0 0 DEPARTMENT OF IKGINEERING � ',�� • MUNICIPAL BUILDING, 200 MILL AVE, SOUTH. RENTON, WA 98055. 235-2631 Honey Creek - Phase :1 PROJECT Sani Lary Sewer IntorcPotar PROGRESS PAYMENT ESTIMATE NO. 3 contract No. 040-85 Contractor R. L. Alia Company Closing Date 1 I1 85 Sheet,Lc;-- „ It Est PREVIOUS TOTAL THIS ESTIMATE TOTAL TO DATE No, Descripticn Unit Unit Price Q tY. Qty Amcunt Qty. Amounf Qty Amcwnl 1 Mobilization LS 47,d57,00 1 100% 47,357.00 0% 0.00 100''7 47,357 00 2 Clearing and Grubbing LS 32,500.Du 1 90% 29.250.00 10% 3,250.00 NOT 32,500.00 3 Timber Salvage LF 1.00 1,000 4 Access Road LF 22.07 3,760 1880 41.491.50 0 0.00 1880 41,491.60 5 CMP Culverts LS 4,500,60 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 90% 7,830.00 7 Crushed Rock Sy 3.00 650 0 0,00 239 717.00 239 717.OG 8 Temporary Patch SY 3.00 650 9 Asphalt Concrete Pavement Sy 15.00 650 0 0.00 239 3,585.00 139 3,585.00 10 Portland Cement Concrete Sy 30.00 10 11 Bankrun Gravel TON 3.00 1,000 0 0.00 1430 4,290.00 1430 4,290.00 12 Slope Rocking CY 20.00 1,500 13 Bedding (Type 11) LF 3.00 300 0 0.00 154 462.00 154 462.00 14 Bedding (Type 111) 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 30.00 300 168 8" Sewer LF 30.00 307 0 0.00 154 4,620.00 154 1,620.00 17A Overflow Structure LS 2,500.00 1 17B Interceptor Cut In LS 1,D00.00 1 0 0.00 100% 1,000.00 100% 1,000.DO 18 M.H. No. 3 LS 1,250.00 1 19 M.N. Type 1-48" EA. 1,000.00 4 1 1,000.00 2 2,000.00 3 3.000,00 20 Existing M.H. Depth VF 100.00 22 21 8" Drnp Connection VF 70.00 10 22 12" Curv. Sewer Pipe LF 14.20 5.100 3200 45,440.00 1788 15,389.60 4988 70,829.60 23A 12" Cleanout EA 2,000.00 15 8 16,000.00 4 8,000.00 12 24,OD0.00 23B 8" Cleanout EA 875.00 3 2 1,750.00 1 875 00 1 3 2,625.00 24 12" Cleanout Apron EA 478.00 11 25 Service Tees EA 350.00 9 0 0.00 10 3,500.00 10 3,50C.00 26 6" or 8" Serv. Laterals LF 50.00 350 100 5,000.00 287 14.350.00 I 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 Subdiain 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 0 0.00 4 400.00 ?2 Horizontal Well Point Extension LF 2.00 600 25 50.00 0 0.00 25 50.00 33 12" Culvert LF 40.00 300 0 0100 1260 10,400.00 260 10,400.00 34 Bridge Structure, EA 4,000.00 2 35 Bridge Extra; Span LF 100.011 20 36A 4' Chain link Fence EA 1,000.00 2 36B Chan Link Fence LS 5,000.00 1 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 t Change Orders Ge!,N^ TOTAL $197,168,60 149,225.60 l346,394.20 'r-) Subtotal $197,168.60 $149,225.60 346 394.20 b) Retainage: 5% x (a) 9,85B.43 7,451.28 17:319.71 c) Earnings Payable this Estimate - 187,31OA7 141,764.32 329,074.49 (a) - (b) d) Sales Tax: 8.1% x (a) 15,970.66 12,087.27 28,057.93 e) Amount due this estimate (c) 8 (d 203,280.8? 153,851.59 357,132.42 f) GRAND TOTAL (a) 6 (d) 213,139.26 161,312.87 374,452.13 I i �.y dsl t CITY OF RENTON • DEPARTMENT OF ENGINEERING r MUNICIPAL BUILDING, 200 MILL AVE. SOUTH, RENTON. WA. 96055* 235- 2631 Honey Creek - Phase II PROJECT 5ani ary Sewer fnter otor PROGRESS PAYMENT ESTIMATE �O.? 8/2185 ::ontraet No.--040-85 Contractor R. L. Alia Company Closing Date- -_- Sheet 1 of 2 lieff Est PREVIOUS TOTAL TttlS ESTIMATE TOTAL TO DATE Description Unit Unit Price QtY. Qty Amount Qty. Amount Qty. Amount Mobilization LS 47,357.00 1 507 23,678,50 507 23,678,50 100/ 47,357.00 2 Clearing and Grubbing LS 32,500.00 1 90% 29,250.00 0 0,00 90Y 29,250.00 3 Timber Salvage LF 1.00 1,000 4 Access Road LF 22.07 3,760 0 0.00 1,880 41,4?1,60 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 7 Crushed Rock SY 3.00 650 8 Temporary Patch SY 3.00 650 9 Asphalt Concrete Pavement SY 15.00 650 10 Portland Cement Concrete SY 30.00 10 11 Bankrun Gravel TON 3.00 1,000 Slope Rocking CY 20.00 1,500 Bedding (Type 11) LF 3.00 300 Bedding (Type III) LF 0.50 5,100 0 0,00 13,200 I,600,00 ,200 1,600,00 5 Scour Protection Rock LF 12.60 1,800 16A 12" Sewer Pipe LF 30.00 300 !% 8" Sewer IF 30.00 307 I2A Overflow Structure LS 2,500.00 1 17B Interceptor Cut In LS 1,000.00 I 18 M.H. No. 3 LS 1,250.00 I 19 M.H. Type 1-43" EA 1,000,00 4 1 1,000.00 0 0.00 1 I,c0o,o0 20 Existing M,H. Dentb VF 100.00 22 21 8" Drop Connecti_a VF 70.00 10 22 12" Curv. Sewer Pipe LF 14.20 15,100 0 0,00 3,200 45,440.00 3,200 45,440.00 23A 12" Cleanout EA 2,000.00 15 EA 875.00 3 0 0,00 8 I6,000.00 8 16,000.00 23B B" Cleanout 2 175000 0 0.00 2 1,750.00 24 12" Cleanout Apron EA 478.00 11 , . 25 Si•rvice Tees EA 350.00 9 i 26 6" of B" Serv. Laterals LF 50.00 350 100 5,000.00 0 1 0.00 too 27 Television Monitoring LF 0.20 5,100 5,000,00 28 Spawning Gravel TON 15.00 1,000 Z9 Gabions CY 100.00 450 30 Subdrain LF 6.00 1,000 31 130" Horizontal Well Point EA 100.00 40 q 400 0 0,00 a a0e.00 No' 41e11 Foin 00, t CAtension LF 2.00 600 45 I 000 0 33 12" Culvert LF 40.00 300 0,00 25 50,00 34 Bridge Structure IEA 4,000.00 2 35 Bridge Extra Span LF 100.00 20 36A 4' Chain Link Fence EA 1,000.00 2 36B 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 39 Finishing and Cleanup LF 2.00 5,400 Change Orders GRAND TOTAL $ 68,958.50 S 128,2)0.11) 197,168.60 (a) TOTAL 68,958.50 128,210.10 197,168.60 (b) RETAINAGE: 5% x (a) 3,447.93 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 THIS ESTIMATE (c + d) 71,096.21 I32,184.61 203,280.82 (f) GRAND TOTAL (a+ d) 74,544,14 138,595.12 213,139.26 • �-f i CITY OF RENTON DEPARTMENT OF ENGINEERING s ,+ • MUNICIPAL BUILDING, 200 MILL AVE . SOUTH, RENTON, WA 980550235- 2631 Honey Creek - Phase II PROJECT_Sanirary Sewer interceptor PROGRESS PAYMENT ESTIMATE NO. 2 ntract No. 040-85 8/2/85 Contractor . P. L. Al is Company Closing Date_ Sheet i of 2 lieff Est PREVIOUS TOTAL THIS ESTIMATE TOTAL TO DATE No Description Unit Unit Price QtY, Amount Qty, Amount Qty. Amount l Mobilization LS 47,357.00 1 SOi 23,678,50 50% 23,678,60 100/ 47,357,00 2 Clearing and Grubbing LS 32,500 00 1 90`,/. 29,250,00 0 0.00 90% 29,250.00 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 4,500.00 1 6 18" CMP Culvert LS 8,70D.00 1 90% 7,833,00 0 0,00 90% 7,830.00 7 Crushed Rock SY 3.00 650 8 Temporary Patch SY 3.00 650 9 Asphalt Concrete Pavement SY 15.00 65C 10 Portland Cement Concrete SY 30.00 10 11 Bankrun Gravel TON 3.00 1 ,000 Slope Rocking CY 20.00 1,500 1 Redding (Type II) LF 3.00 300 14 Bedding (Type III) LF 0.50 5,100 0 0.00 3,200 1,600.00 r3,200 1,600.00 15 Scour Protection Rock LF 12.60 1,800 16A 12" Sewer Pipe LF 30.00 300 166 8" Sewer LF 30.00 307 17A Overflow Structure LS 2,500.00 1 176 Interceptor Cut In LS 1,000.00 1 18 M.H. No. 3 LS 1,250.00 1 19 M.H. Type 1-48" EA 1,000.00 4 1 1,000.00 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 0,00 3,200 45,440.00 3,200 45,440.00 23.1 12" Cleanout EA 2,000.00 15 0 0,00 a 16,000.00 8 15,000.00 238 8 Cleanout EA 875.00 3 2 1 ,750.00 0 0,00 2 1,750.00 24 12" Cleanout Apron EA 478.00 11 25 Service Tees EA 350,00 9 26 6" or 8" Serv, Laterals LF 50,00 350 IGO 5,000.00 0 0,00 100 5,000.00 27 Television Monitoring LF 0.20 5,100 28 Spawning Gravel TON 15.00 1,000 29 Gab1DnS CY 100.00 450 30 Subdrain LF 6.00 1,000 31 30" Horizontal Well Point ,.A 100.00 40 I 4 400,00 0 0.00 4 400.00 �2 Huritontai Wel i "mint Exteitslon ..r 7.00 600 25 50,00 0 0,00 33 12" Culvert LF 40.00 300 5 50,00 34 Bridge Structure EA 4,000.00 2 35 Bridge Extra Span LF 100.00 20 36A 4' Chain Link Fence EA 1,000.00 2 36B 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 39 Finishing and Cleanup LF 2.00 5,400 Change Orders GRAND TOTAL $ 68,958.50 $ iZ8,210.St0 197,168.60 I II i i • DATE: August 2, 1985 TO: FINANCE DIRECTOR FROM: PUBLIC WORKS DIRECTOR SUBJECT: PROGRESS PAYMENT CONTRACTOR: R.L. Alia Company ESTIMATE NO. 2 CONTRACT NO. 040-85 _ PROJECT: honey Creek Phase II Sanitary Sewer Inter n>`r 1. CONTRACTOR EARNINGS 1'I11S ESTIMATE $ 128.210.10 2. SALES TAX @ 8.1% 10,385.02 3. TOTAL CONTRACT AMOUNT TIIIS FSIIMATE $ 138,595.12 4. EARNINGS PREVIOUSLY PAID CONTRACTOR $ 65,510.57 S. *EARNINGS DUE CONTRACTOR THIS ESTIMATE $ 121,799.59 6. SUBTOTAL - CONTRACTOR PAYMENTS $ 187,310.16 7. RETAINAGF. ON PREVIOUS EARNINGS $ 3,447.93 _ 8. ** RETAINAGE ON EARNINGS THIS LSTIMATE 6,410.51 9• SUBTOTAL - RET'AINAGE $ 9,858.44 10. SALES TAX PREVIOUSLY PAID $ 5,585.64 11. SALES TAX DUE THIS ESTIMATE _10,385.02 _ 12. SUBTOTAL - SALES TAX $ 15,970.66 *(95% x Line 1) GRAND TOTAL $ 213,139.26 **RETAINAGE: 57, FINANCE DEPARTMENT ACTION: PAYMENT TO CONTRACTOR (Lines 5 and 11): ACCT. A 421/000/15.596.38.65 i9 $ 132,184.61 ACCT. N $' ACCT. ACCT. N $ — ACCT. N $ RETAINED AMOUNT (Line 8) : ACCT. M 421/000/15.596.38.65.1.9 $ 6,410.51 / 2 ACCT. B $_ ACCT. 1 ` $ N ACCT. / $ r` ACCT. it $ N CHARTER ItCtAVVS OF 18d5 TOTAL THIS ESTIMATE $ 338,595.12 CITY OF RENTON CERTIFICATION t M( U oc Sr*w m 1omw L%m, 1HM47Y o1 p""v- MAI MC lAAn"tj MAK " 11HWAHW, TIC ff#WC7 ft""AlO CM Ml 4AMOR P100*10 N 0jQMp D ""I"t AWO ~ nM OAw M A .U41, om AIID UMAo ONUOA\IOW A 51 " CM Of IIe11011 AND i1N1 I AH POO1011V{p 1D♦YO4"Tt AIID�COM1"o(y� C~ �IIQ, L,N`''T-'�F is( ��%��1 -fir., �/i•L w ��� °�� CITY OF RENT • pEPARTMEN"f OF�NGINEERING 1 4 � • MUNICIPAL BUILDING, 200 MILL AVE. SOUTH. RENTON, WA 98055. 235-2831 ��lV•{�' Honey Crrrk - Phase 11 PROJECT Sanitary Sower In rj;,utor PROGRESS PAYMENT ESTIMATEE tf8�O.? 8/2/85 contract No. 040-85 Contractor R. L. Alia Company Closing Date__ Sheri L of j2 Ifien, Est PREVIOUS TOTAL THIS ESTIMATE TOTAL 'O DATE No. Description Unit Unit Price - OtY. City Amount Qiy Amount Qty. Amount 1 Mobilization LS 47,357,00 l SOX 23.678.50 SOY ^23,67 S.50 InOX 47,357,00 2 Clearing and Grubbing LS 32,500,00 1 9OX 29,250.00 0 0.00 no-" I 29,250.00 3 Timber Salvage LF 1.00 1,000 1 4 Access Road LF 22.07 3,760 0 0.00 1,080 41,491.60 1,880 41,491,60 5 CMP Culverts LS 4.500,00 1 5 18" CMP Culvert LS 8,700.00 1 90% 7,830.00 0 0.00 90ye ),B30.D0 7 Crushed Rock SY 3.00 65U 8 Temporary Patch SY 3.00 650 9 Asphalt Concrete Pavement SY 15.00 650 10 Portland Cement Concrete SY 30.00 10 I 11 Bankrun Gravel TON 3.00 1,000 IZ Slope Rocking CY 20.00 1,500 13 Bedding (Type 11) LF 3.00 300 14 Bedding (Type 111) L' 0.50 5,1DO 0 0.00 3,200 1,600.00 1.200 1,600.00 IS Scour Protection Rock IF 12.60 1,800 16A 12" Sewer Pipe LF 30.00 300 166 8" Sewer LF 30,00 307 17A Overflow Structure LS 2,500.00 1 I7B Interceptor Cut In LS 11000.00 1 IB M.H. No. 3 LS 1,250.00 1 19 M.H. Type 1-48" EA 11000.00 4 1 1,000.00 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 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 a 16,000.00 238 8" Cleanout EA 875,00 3 2 1,750.00 0 0.00 2 1,750.00 4 12" Cleanout Apron EA 478.00 11 25 Service Tees EA 350.00 9 26 6" or 8" Sera, Laterals LF 50.00 350 too 5.000.00 0 O.00 100 5,000.00 27 Television Monitoring LF 0.20 5,100 28 Spawning Gravel TON 15.00 1,000 29 Gabions CY 100.00 450 30 Subdrain LF 6.00 1,000 31 30" Horizontal Well Point EA )00.00 40 4 400.00 0 0.00 4 400.00 32 Hvr7zuntal Well Point Extension LF 2.00 600 25 50.00 0 ( 0.00 25 I 50.00 33 1T' Culvert IF 40,00 300 III 34 Bridge Structure EA 4,000.00 2 35 Bridge Extra Span LF 100.00 20 36A 4' Chain Link Fence EA 1,000.00 2 368 Chain Link Fence LS 5,000.00 1 37 Spring Head Drain EA 400.00 6 38 4' VHllow Starts EA 1.15 0,000 39 Finishing and Cleanup LF 2.00 5,400 Change Orders GRAND TOTAL ( $ 68,958.50 $ 128,Z)OAO 197,168.60 I (a) TOTAL 68,958.50 I 128,710.10 197,168.60 (b) RETAI.NAGF.: 57. x (a) 3,447.93 6,410.51 9,858.44 (c) EARNINGS PAYABLE PHIS 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. THIS ESTIMATE (c+ d) 71.096.21 132,184.67 203,290.82 (f) GRAND TOTAL (a+ d) 74,544.14 138,595.12 213,139.26 '1 t DATE: July 17, 1985 TO: FINANCE DIRECTOR FROM: PUBLIC WORKS DIRECTOR SUBJECT: PROGRESS PAYMENT CONTRACTOR: R.L. Alia Company ESTIMATE NO. 1 CONTRACT NO. 040-85 PROJECT: Honey Creek Phase lI Sanitary Sewer Interceptor 1. CONTRACTOR EARNINGS THIS ESTIMATE $_68,958.50 _ 2. SALES TAX @ 8. 17.. 5,585.64 3. TOTAL CONTRACT AMOUNT TIIIS ESTIMATE $ 74,544.14 4. EARNINGS PREVIOUSLY PAID CONTRACTOR $ 0.00 _ 5. *EARNINGS DUE CONTRACTOR TIIIS ESTIMATE $ 65,510.57 6. SUBTOTAL - CONTRACTOR PAYMENTS $ 65,510.57 7. RETAINAGE ON PREVIOUS EARNINGS $ 0.00 8. ** RETAINAGE ON EARNINGS THIS ESTIMATE 3,447.93 9. SUBTOTAL - RETAINAGE $ 3,447.93 10. SALES TAX PREVIOUSLY PAID $ 0.00 y 11. SALES TAX DUE TIIIS ESTIMATE 5,585.64 12. SUBTOTAL - SALES TAX $ 5,585.64 *(95% x Line 1) GRAND TOTAL $ 74,544.14 _ "RETAINAGE: 5" FINANCE DEPARTMENT ACTION: PAYMENT TO CONTRACTOR Lines 5 and 11): ACCT. N 421/000/15.596.38.65.19 $ 71 0= 96.;)1 N 1 ACCT. N $ Ns ACCT. N $ N� ACCT. N $ N ACCT. N $ N P.ETAiNEO AMOUNT (Line 8): ACCT. N 421/000/15.596,38.65.19 $ 3,447.53 N 1 ACCT. N $ N` ACCT. N $ N ACCT. N _ $ ACCT. N $ N' CHARTER 116, LAWS OF 198E TOTAL THIS ESTIMATE $ 74,544.14 CITY OF RENTON CERTIFICATION "A"y. 1 T ME WtEAUES %AVE MEN IWPM"W, M[ {ERVKU"""WE0 CO Mf LAW"n*MftVW M ONCMEO "I . A M t TOO CAN tC A W&r MX AM UMAO CdtYyMw AOAN{T 'WI WV OF NWOMK AM TOM? 1 AN Aun4opwo tf AVMW""AM CWWV 10&AM CEAM J' Il L CITY OF RENT011 • DEPARTMENT OFfGINIELixING �J )• MUNICIPAL BUILDING, 200 MILL AVE. SOUTH, RENTON. WA. 98085• 235- 26?t f.',V•1'l� Hnney Cr^ek - Phase 11 PROJECT-�anI tars Sewer Interceptor PROGRESS PAYMENT ESTIMATE NO 1__- 'ontract No. 040-85 Contractor R. L, Alia Com aP?�___ Clcs,n Date-_7 17 85 O -�-.L-_-_ Shrp,-Lof-l- ltvr Est PREVIOUS TOTAL TfilS ESTIMATE TOTAL TO DA`E Pb. Description Unt Unit Price Qty. Qty Amount Qty --Amount QtY AmOUnt s Mobilization ~� L5 47,357.00 1 I 0 0.00 50% 23,678.50 50% 23,678.50 2 Clearing tno Grubbing LS 32,500.00 1 0 0.00 90% 29,250.00 90% 29,250.00 3 timber Salvage LF 1.00 1,000 0 0.00 0 0.00 0 0.00 4 Access Road LF 22.07 3,760 0 0.00 0 0.00 0 0.00 'i CMP Culverts LS 4,500.00 1 0 0.00 0 0.00 0 0.00 6 18" CMP Culvert LS I 8,700.00 1 0 0.00 90% 7,830.00 90% 7,830.00 7 Crushed Rock SY 3.00 650 0 0.00 I 0 0.00 0 0.00 H Temporary Patch SY 3.00 650 0 0.00 0 0.00 0 0.00 9 Asphalt Concrete Pavement SY 15.00 650 0 0.00 0 0.00 0 0.00 In Portland Cement Concrete SY 30.00 10 0 0.00 0 0.00 0 0.00 it Bankrun Gravel TON 3.00 1,000 0 0.Do I 0 0.00 0 0.00 12 Slope Rocking CY 20.00 1,500 0 0.00 1 0 0.00 0 0.00 13 Bedding (Type 11) LF 3.00 300 0 0.00 i 0 0.00 0 0.00 14 Bedding (Type 111) LF 0.50 5,100 0 0.00 1 0 0,00 0 0.00 IS S our Protection Rock IF 12.60 1,B00 0 0.00 0 0.00 0 O.G. 16A 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 0.00 ITA Overflow Structure LS 2,500.00 1 0 0.00 0 0.00 0 0.00 17B Interceptor Cut In LS 1,000.00 ] 0 0.00 0 0.00 O 0.00 IH M.H, No. 3 LS 1,250.00 l 0 0.00 0 0,00 0 0,00 19 M.H. Type 1-48" EA 1,000.00 4 0 0.00 1 1t000.00 1 1,000.00 '0 Existing M.H. Depth VF 100.00 22 0 0.00 0 0.00 0 0.00 _l 8" Drop Connection 'rF 70.00 10 0 O.00 0 0.00 0 0.00 '2 12" Curv, Sewer Pipe LF 14.20 5,100 0 0.00 0 1 0.00 0 0.00 '3A 17" Cleanout EA 2,000.00 15 0 0.00 0 0.00 0 0.00 '3B 8" Cleanout EA 875.00 3 0 0.00 2 1,750.00 2 1,750.00 24 12" Cleanout Apron EA 478.00 1: 0 0.00 0 0.00 0 0.00 15 Service Tees EA 350.00 9 0 0.00 0 0.00 0 0.00 '6 6" or 8" Serv, Laterals LF SO.00 350 0 0.00 100 5,000.00 100 5 000.00 '7 television Monitoring LF 0.20 5,100 0 0.00 C 0.00 0 0.00 '8 Spawning Gravel TON 15.00 1,000 0 0.00 0 0.00 0 0.00 1Gabions CY 100.00 450 0 0.00 0 . 0 00 f l 10 Subdrain LF 6.00 1,000 0,0 it 30" Horizontal Well Point EA 100.00 40 0 0.00 0 .00 W 0 0,00 0 0.00 4 i 400.00 4 400.00 I? Horizontal Well Point Extension LF 2.00 GOO 933 12" Cu;vert LF 40.00 300 0 0.00 25 I i0,00 25 50.00 34 Bridge Structure EA 4,000.00 2 0 n.00 0 0.00 G 0.00 15 Bridge Extra Sian LF 100.00 20 0 0.00 0 0.00 0 0.00 16A 4' Chain Lin' Fence EA 1,000.00 2 0 0.00 0 0.00 0 0.00 360 Chain Link r nce LS 5,000.00 1 0 0,00 0 0.00 0 0.00 17 Spring Head Drain EA 400.00 6 0 0.00 0 0.00 0 0.00 18 4' Willow Starts EA 1.15 0,000 0 0.00 0 0.00 0 0.00 39 finishing and Cleanup IF 2.00 5,400 0 0.00 0 0.00 0 0.000 0.00 0 0.00 0 0.00 Change Orders 0 0.00 0 0.00 0 0.00 GRAND TOTAL 68,958.50 �68,958.50 (a) TOTAL 68,958.50 _ C4t.958.50 (b) ETAINAGE: 5% x (a) I _ 3,447.93 3,447.93 _ (ci _ARNINGS PAYABLE THIS ESTIMATE (a)- (b) t 65,510.57 65.510.57 ,d) ALES TAX 3.11 x (a) - -"-- _ (e) MOUNT DUE THIS ESTIMATE (c) + (d) 5.585.64 71 0%.21 5,585.64_ 71_t__ _ ,096.21 (f) RAND TOTAL (a) + (d) 74,544.14 74 544.14 C I � CITY OF RENTON • DEPARTMENT OF ENGINEERING MUNICIPAL BUILDING, 200 MILL AVE. SOUTH, RENTON. WA. 98055. 235-2631 Honcy Creek - Phase 1I PROJECT Sanitary Sewer InterLulDr PROGRESS PAYMENT ESTIMATE NO.3_ Contract No C40-85 w Contractor R. L. Al°a Company � Closing Date-!/17/85 Street 1 of 2 It ' Est PREVIOUS TOTAL THIS ESTIMATE TG .AL TO DATE %40 Descript ion Unit Unit P-.ce - Qtv. Qty Amount Qty. Amount Qty Amount 1 Mobilization LS 47,357.00 1 100,7, 47,357.00 0% 0.00 1.0 47,357.00 2 Clearing and GrAbin9 LS 32,500.OD 1 901, c4,250.00 10% 3,250.00 100% 32,500.00 3 Timber Salvage LF 1.OG 1,000 4 Access Road LF 22.07 3,760 1880 41,491.60 0 0.00 1890 41,491.6C 5 CMP 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 90% 7,830.00 7 Crushed Rock SY 3.00 650 0 0.00 239 717.00 239 : 711.00 8 '.emporary Patch SY 3.00 650 9 Asphalt Concrete Pavement SY 15.00 650 0 0.00 239 3,585.00 239 ! 3,585.00 10 Portland Cement Concrete SY 30.00 10 11 Bankrun Gravel TON 3.00 1.000 0 0.00 1430 4,290.00 1430 4,290.00 Slope Rocking CY 20.00 1,500 Bedding (Type II) LF 3.00 300 0 0.00 154 462.00 I 154 i 462.00 1 Bedding (Type III) LF 0.50 5,100 3200 1,600.00 1718 859.00 4S18 2,462.00 15 Scour Protection Rock LF 12.60 1.800 0 0.00 1430 18,01P.00 1430 I8,018.00 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 '7A Overflow Structure LS 2,500.00 1 170 Int rceptor Cut In LS 1,000.00 1 0 0.00 100% 11000.00 1C0% 1,000.00 18 M.H. No. 3 LS 1,250.CO 1 19 M.H. Type 1-48" EA 1,000.00 4 1 1,000.00 2 2,000.00 3 3,030.00 20 Existing M.H. Depth VF 100.00 22 21 8" nrop Connection VF 70.00 10 22 12" Curv. Sewer Pipe LF 14.20 5,100 3200 45,440.00 1788 25,389.60 4988 J0,829.60 23A 12" Cleanout EA 2,000100 15 B 16,000.90 4 8,000.00 12 24,000.00 238 8" 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 350.00 9 0 0.00 10 3,500.00 10 3,500.00 26 6" or 8" Serv, Laterals LF 50.00 353 100 51000.00 287 14,350.00 387 19.750.00 27 Television Monitoring LF 0.20 5,1DO 28 Spawning Gravel TON 15.00 1,000 0 0.00 925 13,875.00 925 13,,,75.G0 29 Gabions Cy 100.00 450 0 0.00 234 23,400.00 234 23,400.00 3u Subdrain LF 6.00 1,000 0 0.00 �121G 7,260.00 1234 3,400.00 37 ( 30" Horizontal Well Point EA 100.00 40 4 400.00 I 0 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 ELF 40.00 300 0 0.00 260 10,400.00 I 260 10,400.00 34 Bridge Structure EA 4,000.00 2 35 Bridge Extra Span LF 100.00 20 I+ 36A 4' Chain Link Fence EA 1,000.00 2 36B Chain Link Fence LS 5,000."10 1 37 Spring Head Drain EA 400.00 6 38 4' Willow Starts EA 1.15 10.000 39 Finishing a.id Cleanup LF 2.00 5.400 Change Orders GRAND TOTAL ' $197,168.60 149,225.60 346,394.20 (ale subtotcl $197,168.60 I 149,225.60 346.394.20 (b) Retainage: 5% x (a) I 9,858.43 7,461.28 17,319.71 ,c) Earnings Payable this Estimate - I 187,310.17 141,764.32 329,074.49 (a) - (b) (i) Sales Tax: 8.1% x (a) 15,970.66 12,087.27 28,057.93 (e) Amcunt due this estimate (c) & (d 203,280.83 153,851 .59 357,132.42 (f) GRANT TOTAL (a) & (d) 213,139.26 161,112.87 I374,452. 13 ( \� O a CITY OF RENTON 0 DEPARTMENT OI= ENGINEERING • _ • MUNICIPAL BUILDING, 200 MILL AVE. SOUTH, RENTON, WA. 96055. 235-2631 Honey Creek - Phase 11 PROJECT Sani ary Sewer Int er^CptQr PROGRESS PAYMENT ESTIMATC NO.,L_ :ontract N3, 040-85 Contractor_ R. L. Alia Company Closmy Dato__11�85, Sheer 1 of f Itenr Est PR IOUS TOTAL I PHIS ESTIMATE TOTAL TO DATE NO Description Unit Unit Price Qty Qty Amount- Qty Amount Qty Amount 1 Mobilization LS 47,357.00 1 0 1 0.00 i 503,678.50 50% 23,678.50 2 Clearing and Grubbing LS 32,500.00 1 0 O.OD 90% j29,250.00 90% 29,250.00 Timber Salvage LF 1.00 1,000 0 0.00 0 0.00 0 0.00 4 Access Road LF 22.07 3,760 0 0,00 0 0,00 0 0.00 5 CMP Culverts LS 4,500.00 1 0 0.00 0 0.00 0 0.00 6 18" CMP Culvert LS 8,700.00 1 0 0.00 90% ; 7,830.00 90% 7,830.00 7 Crushed Rock SY 3.00 650 0 0.00 0 0.00 0 0.00 8 Temporary Patch SY 3.00 650 0 D.DD 0 0.00 0 0.00 9 Asphalt Concrete Pavement SY 15.00 650 0 0.00 I 0 0.00 0 0.00 10 Portland Cement Concrete SY 30.00 10 0 0.00 0 0,00 fII 0 j 0.00 0 11 Bankrun Gravel TON 3.00 1,000 0 0.00 i 0 ,00 0 ! 0.00 Slope Rocking CY 20.00 1,500 0 0.00 0 0.00 0 I 0.00 Bedding (Type 1I) LF 3,00 300 0 j 0.00 0 0.00 ' 0 0.00 Bedding (,ype 111) LF 0.50 5,100 j 15 Scour Protection Rock LF 12,60 1,800 0 0 0.00 0 0.00 0 0.00 0.00 0 f.00 0 0.00 16A 12" Sewer Pipe LF 30.00 300 0 0,00 0 0 0.00 00 j 16B B" Sewer LF 30.00 307 0 0,00 1 0 0.00 0 0,00 17A Overflow Structure LS 2,500.00 1 0 0.00 0 0.00 0 0,00 178 Interceptor C,t In LS 1,000.00 1 0 0.00 0 O.00 0 i 0.00 18 M.H. No. 3 LS 1,250.00 1 0 i 0.00 0 j 0.00 0 0.00 I9 M.H. Type 1-4B" EA 1,000.00 4 O 0.00 1 11,000.00 1 20 Existing M.H. Depth VF 10G.00 22 21 8" Drop Connection VF 70.00 10 0 0,00 0 j 0.00 0 1,000.00 0.00 22 12" Curv. Sewer Pipe LF I4.20 5,100 0 0.00 0 0.00 0 0.00 23A 12" Cleanout EA 1.OD0.00 15 0 0.00 0 0.00 0 0.00 236 8" Cleanout EA 875.00 3 0 0.00 0 0.00 0 0.00 0 000 2 1,750.00 2 24 12" Cleanout Apron EA 478,00 11 . i 1,750.OD ?5 Service Tees EA 35000 0 0.00 0 0.00 0 0.00 . g 26 6" or B" Serv. Laterals L 50.00 35 0 0.00 0 0.00 0 0,00 1_7 Television Monitor ng LF 0.20 5,100 0 0.00 100 5,000.00 I�, 5,000.00 28 Spa J ng Gravel TON 15.00 1,000 1 0 0.00 0 ! 0.00 0 0.00 ?9 Gabions CY 100.00 450 0 0.00 0 0.00 0 0.00 30 Subdroin 0 0.00 0 0,00 0 I 0.00 LF 6.00 1,000 0 I 0.00 0 0,00 0 0.00 31 30" Horizontal Well Point EA 100.00 40 1 32 Horizontal Well Point Extension , LF 2.00 600 0 0.00 , 4 400.00 ". 400.00 33 112" Culvert 300 I 0 0.00 25 SO.00 25 50.00 LF 40,00 34 Bridge Structure IEA 4,000,00 2 j 0 0.00 0 0.00 0 0,00 35 Bridge Extra Span LF 100.00 20 0 0,00 0 j 0,00 0 0,00 36A 4' Chain Link Fence EA 1,000.00 2 0 I 0.00 0 0.00 0 0.00 368 Chain Link Fence LS 5,000.00 1 0 I O.OG 0 0.00 0 0.00 37 Spring Head Drain EA 400.00 6 0 0.00 0 0.00 0 0.00 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 0 0.00 0 0.00 0 0.00 Change Orders 0 0.00 0 0.00 0 0.00 GRAND TOTAL 68,958.50 68,958.50 i I i (a) TOTAL _ 68 958,50 (b) ETAINAGE: 5n x (a) 68,958.;:03,447V93 3�447.93 (c) EARNINGS PAYABLE THIS ESTIMATE (a)- (b) 65,510,5' 6 ,447.93 ( " ALES TAX 8.1% x (a) 4 6 57 5,585.64 5,585. MOUNT DUE THIS ESTIMATE (c) + (d) 71 ,096,21 7i ,585 ( RAND TOTAL (a) + (d) 96-21 74,544,14 _ 74,544.14 , 1 t I,,''H CITY OF RENTO� • ` • �`' DEPARTMENT OF WGiNEERING MUNICIPAL BUILDING, 200 MILL AVE. SOUTH, RENTON. WA. 98055. 235-2631 'Q 1{ Honey Creek - Phase II PROJECT Cp.LpC._, PROGRESS PAYMENT ESTIMATE NO. 3 Contract No.__OSO-85 Contractor R. L. Alfa Company Cios,n Date 7 17 85 9 --1 L._ Sheel-Lol 2 It Deac ripteon Unrt Unit Price Est PREVIOUS TOTAL TtilS ESTIMATE TOTAL TO DATE QtY Qty Amount qty. Amount Qry Amount I Mot it i2at ion LS 47,357.00 1 100% 47,357.00 0%2 Clearing and Grubbing LS 32,500.00 1 000 190% 0,00 100% 47,351.00 3 Timber Salvage LF ( 29,250.00 10% 3,25D.OD 1D0% 32,500.00 4 Access Road 2.07 3,760 LF 22.07 3,760 1880 41 491 0 0 0.00 1880 41,491.60 5 CMJ �u iverts LS 4,500.DD 1 0 0.00 75% 3,375.00 15% 3,375.00 6 18" CMP Culvert LS 81700.00 1 90% 7,830.00 0 0.00 239 77,0000 90% 7,830.00 7 Crrshed Rock SY 3.00 650 0 0.00 1239 717. 8 Temporary Patch Sy 3,00 650 1 9 Asphalt concrete Pavement Sy 15,00 650 0 10 Portland Cement Concrete Sy 30.00 10 0.00 239 3,585.00 239 3,585.00 11 Bankrun Gravel 3.00 1,000 0 0.00 1430 4,290.00 1430 4,290.00 12 Slope Rocking CYN 20,00 1,500 13 Bedding (Type 11) LF 3.00 300 0 0,00 154 462.00 154 462.00 14 Bedding (Type 111) LF 0,50 5,100 3200 1,600.00 I718 859.00 4916 2,459.00 IS Scour Protection Rock LF 12.60 I'm 0 16A 12" Sewer Pipe LF 30.00 300 0.00 1430 18,016.00 1430 18,018.00 168 8" Sewer LF 30.00 307 0 0,00 154 4,620.00 154 4,620.00 17A Overflow Structure LS 2,500.00 1 17B Interceptor Cut In LS 1,000.00 1 0 0.00 100% I 1,000.00 100% 1,000.00 18 M.H. No. 3 LS 1,250.00 1 19 M.H. Type 1-48" EA 1,000.00 4 1 1,000.00 2 20 Existing M.H. Depth VF 100.00 22 2,000.00 3 3,000.00 21 8" Drop Connection VF 70,00 10 22 12" Cory. Sewer Pipe LF 14.20 5,100 3200 23 12" Cleanout 45 440,00 I1788 25,389.60 4988 70,829.60 238 8" Cleanout lea EA 875,00 3 2 EA 1,000.00 15 16:000:000 4 8,000.00 12 24,000.00 24 12" Cleanout Apron EA 478,00 11 00 875.00 3 2,625.00 25 Service Tees EA 350.00 9 26 6" or 8" Serv. Laterals LF 50.00 350 100 0.00 1D 3,5^0.00 10 3,500.00 27 Television Monitoring LF 5,000.00 287 14,3$t- 00 387 19,350.00 28 Spawning Gravel 0.20 5,100 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 23,400,09 30 Subdrain LF 6.GO 1,000 0 0.00 1210 7,260.00 1210 7,260.00 31 30" Horizontal Well Point EA 100.00 40 32 Horizontal Well Point Extension LF 2.00 600 P5 450.00 0 0.00 4 450XO 33 12" Culvert LF 50.00 ( 0 0.00 25 00.00 34 Bridge Structure 00.00 300 0 0.00 1260 30,400.00 260 10,400.00 9 EA 4,100.00 2 35 Bridge Extra Span LF 100.OD 20 36A 4' Chain link Fence EA 1,D00.00 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 39 Finishing and Cleanup IF 2.00 5,400 Change Orders GRAND TOTAL E197,168.50 149,225.60 10,394.20 (a) Subtotal $197,168.60 149,225,60 346,394.20 (b) Retainage: 5% x (a) 9,858.43 1,461.28 I7,319.11 (c) Earnings Payable this Estimate - (a) - (b) 187,310.17 141,764.32 329,074.49 (6) Sales Tax: 8.1% x (a) 15,970.66 12,087.27 28,057.93 (e) Amount due this estimate (c) d (d1 203,280.83 I 153.851.59 (f) GRAND TOTAL (a) R (d) ( 32. 213,139.26 161,312.87 374,14,452.1313 II I 1 5 CITY OF RENTON DEPARTMENT OF ENGINEERING � t � • MUNICIPAL BWLDIN6, 200 MILL AVE . 'aOUfH, RENTUN, WA 98055 • 235- 2631 Honey Creek - Phase 11 4 NO. PROJECT 'nit cower to ptor r PP06RESS PAYMENT ESTIMATE :;ontraet No. 040-85 Contractor R. L. Alia Company Clos,ng Date _71178'_-- Sheet _1 of Est PREVIOUS TOTAL Tt1IS ESTIMATE TOTAL TO DATE It Description Unit Unit Price - Qty. Qty Amount Qty Amount Qty Amount No. -- LS 47,357.00 1 loo'l' ¢7,3s70� 1 d o. /cc7o 47 -367•00 I Mobilization LS 32,500.00 1 /vo% 3Z, 500 uJ I -' 'u l x 1 3ZS� 0 Clearing and Grubbing :� o,o0 7oZ -70Z.00 702 7oZ•oo 3 Timber Salvage LF I 1.00 1,000 1880 41 491 ,mo 37(00 5z`183,20 4 Access Road LF 22.U7 3,760 18dd 41,491 •�0 00 5 CMP Culverts LS 4,500.00 1 1570 ""��S •a� 257 1, 1 'S.00 Ioo9, 6-7Z0o LS S,70U.00 1 '1070 -1,830 .ou 1070 870,00 l007• 87ao . 6 18" CMP Culvert LS g 00 I 650 23% 1 71"7•oc '91 `b?3 •oO 530 1 >`10.00 7 Crushed Rock v cp.o0 Z42 I "1Zlo,00 24"L 1 Zro.00 8 Temporary Patch SY 3.00 650 � s o0 2a4 43�>aJ S�yo , -7ys0,oa 9 Asphalt Concrete Pavement SY 15.00 6 0 d o•oo 0 00 Portland Cement Concrete SY 30.00 I 10 0 0.0� IASo 4Z9o ,00 11 Cankrun Gravel TON 3.00 1,000 14"50 �F29o,vv CY 20.00 I1,500 °.o0 1150 22,(n58ao t132.9 ZL,(eFiS•� 12 Slope Rocking '1 0o p, 3� 13os,ao 13 Bedding (Type II) LF 3.00 300 1154 I ZtC 840,r.0 4�17 Z4�9,Uo 14 Bedding (Type III) LF 0,50 5,100 49f 2gSq, °oI o ot800 15 Scour Protection Rock LF 12.60 1,800 1430 16618•�! b o.00 Il4Sn r1�7o•� LF 30.00 300 O I O•vo 37n I G7-70, 00 �Z9 16A 12" Sewer Pipe v o.00 I l54 4(oto.00 #78 B 8" Sewer LF 30.00 307 IS4 QoZo,00 17fio vo 507o I ZS0'°" A Over Structure LS 2,500.00 1 u I O,oa I �'o7OI I I ao I Interceptor Cut In LS 1,000.00 1 1oo7v' l000•au O o,Lv 1001.1 l ooc LS 1, 00.00 1 U o,oa ' loo�/. IZyo.a� Itv'1'" 1 lzio•ae 18 M.H. Nn, 3 3 3000,00 �j 3aoo w (o (a000.00 19 M.H. Type 1-48" EA 1,000.00 4 Q. v I Cj,o 0 0 6 20 Existing M.H. Depth VF 100.00 22 U v• aal 8.1 45(o7•oo 21 8" Drop Connection VF 70.00 10 Z> I; O'er 8 1 aiCoo,00 22 12" Curv. Sewer Pipe LF 14.20 5,100 4983 "70 829'� oUO 1Z ZQ,000,vx? EA 2,000.00 15 t2 2d,ocooao O i 23A 12 Cleanout EA g75.00 3 �✓ I 2foZSoo o I o•o0 3 2(.2i•0o 23B 8" Cleanout O b.uo 24 12" Cleanout Apron EA 478.00 11 1U0 350C�.W 1 0,00 1 u 3e�oo.00 25 Service Tees EA 350.00 9 I 35-7 I 1013�,o,ou 3g7 l` O j O,ou 26 6" n.r 6" Serv. Laterals LF 50.00 350 f350,00U o � TON 15.00 1, 27 Television Monitoring LF 0.20 5,000 92S 100 1381S,00 o I O•ou CjZj 13K?ri, o0 28 Spawning Gravel 29 Gabions CY 100.00 450 234 `` 234o0 ,vv 'TS �1�00 .9`� 3Q9 S0900•00 iZ10 -7Z (v0•vo 30 Subdrain LF 6.00 1,000 Zo 12°•0° IILS° 73150-00 31 30," Horizontal Well Point EA 100.00 40 4 i '+� 3; I 2.00 I 600 ZS rs o.o J I C7 0.00 I : SO.O N riz^ntal Well Point Extension jLF oo 7alder[ Lt- 40.00 3C0 'ZioU 1 o,gou,w n I o•oa 'lyrea l �,4do, ' f EA 4,000.00 2 U G•o� v I Q,OJ O C7,00 34 Bridge Structure ppv o CJ,o� 35 Bride Extra Span LF 100.00 20 G� Co• ,� v g CJ o.oco 0 0,00 EA 1 ,000.00 2 c� O•�u 36B 4' Chain Link Fence O I 1,00 �j o.w ad 0, CIO 368 Chain Link Fence LS 5,000.00 1 � o c�.o U O au O 37 Spring Head Drain EA 400.00 6 0 Go p p.OJ 38 4' Willow Starts EA 1.15 0,000 rU 0.t� O o,oO 39 Finishing and Cleanup LF 2.00 51400 U 0.00 O U GJ 41 Change Orders ! I GRAND TOTAL I • I I W I • I I ENDING OF FILE FILE rme S qmm� 9 �