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SWP272710(8)
Sheetl Puget Sound Energy Final Billing. Connie: Breakdown of Payment Final Invoice For Work done after April 1998 Total Invoice Amount$4,617.08 Transportation $ 3,122.16 317 Account Surface Water $ 1,494.92 Surface Water Account $ 4,617.08 Previous Payment, Transportation $ 86,151.28 This Invoice (FINAL) $ 3,122.16 Total To Date $ 89,273.44 Previous Payment, Surface Water $ 37,795.78 This Invoice (FINAL) $ 1,494.92 Total To date $ 39,290.70 Page 1 PUGET SOUND OTHER MISCELLANEOUS BILL ENERGY CUSTOMER ACCOUNT NUMBER CITY OF RENTON PUBLIC WORKS 9980-0574-001-9 ACCOUNT BALANCE AS OF Jan 20, 1999 $0.00 RE: RELOCATION OF THE SHUFFLETON-O'BRIEN 11 LINE; BILLING THROUGH 10/98; #9850715/111000041 & #9850716/111000043 - DIRECT COSTS 2,015.59 - INDIRECT COSTS 2,837.67 - AFUDC 304,41CR - SERVICE TAX 68 3 CURRENT BILL AMOUNT $4,617.08 TOTAL AMOUNT DUE BY JANUARY 31, 1999 $4,617.08 3171ccec 2Z-�O1'6, SAS©, 14.&0.o02S/D¢�S¢70 ®e^cn/p�n ¢Z/.000(ox7.olB, s9(oo ,Ov38.65,o(oS s(/o� _"l5 ?� �"i1�.M1 1�1 D JAN 2 9 1999 Transportation Systems Div. AN INTEREST CHARGE OF THE LESSER OF ONE PERCENT PER MONTH OR THE HIGHEST AMOUNT LAWFULLY ALLOWED IN THIS STATE WILL BE MADE ON ALL PAST-DUE ACCOUNTS FROM THE DATE ON WHICH PAYMENT IS DUE. FOR INFORMATION, PLEASE CALL 1-425-454-2000. PUGET SOUND ENERGY TAX ID#91-0374630. When paying in person,please present both pnrtions. When mailing remittance,please mail to Puget Sound Fnergy,Payment Prnre—ing,17EN-02W,Bellevue,WA 98n09 Please detach here and return this portion with your payment Current Bill Date Due Amount Due PUG ET Elect Acct: 9980-0574-001-9-03 JAN 31 , 1999 $4 , 6 1 7 . 0 8 SOUND ENERGY Please make checks payable to Puget Sound Energy **C087 Puget Sound Energy Payment Processing, GEN-02W CITY OF RENTON PUBLIC WORKS P.O. Box 91269 LIN WILSON Bellevue, WA 98009-9269 200 MILL AVE S - 5TH FLOOR RENTON WA 98055-2132 0001 03 00998005740019 000000461708 000000461708 PUGET SOUND ENERGY January 27, 1999 '�$iyon `9`99 sysje City of Renton Public Works 200 Mill Avenue South Renton, WA 98005 Attn.: Joe Armstrong- 5"'Floor RE: Invoice for Oakesdale Extension and Springbrook Creek Channel Widening May 1, 1998 Thru October 31, 1998 Dear Mr.Armstrong; Please find enclosed the final invoice for the Oakesdale Extension and Springbrook Creek Channel Widening projects, in the amount of$4,617.08 This invoice includes postings of credits or debits to each work order through October 31, 1998. Please find enclosed an"Other Miscellaneous Bill" which includes a bill stub to be returned with your payment. This will assure that the payment is applied correctly. The final bill includes completion of the following activities; 1.Re-establish pole '/ (Station 00+)in its final position. PSE performed additional work at the request of the City to brace the pole during construction cuts for the Springbrook Creek Channel Widening. This work has been charged to work order#9850716. 2. Drafting of as-built drawings. 3. Recording the Subordination Agreement of the City of Renton Franchise to the PSE Easement.. 4. Reframing of the insulators from HPD to HPD-compact at structure locations 1/7 and 1/8, to provide adequate clearance over the street lights. I apologize that the previous"Other Miscellaneous Bill"transmitted to you in November was incorrect. Thank you for bringing that problem to my attention. If you have any questions about this invoice please call meat 206-521-5076. We thank you for the opportunity to be of service. _ Sincerely, ( Janet K. Olsen Project Manager Shuffleton-O'Brien Work Orders WO#9850715 Oaksdale Exit WO#9850716 Channel Widening ACTUALS ACTUALS 5/98-10/98 PROJECT TOTAL %OF 5/98-10/98 PROJECT TOTAL %OF DESCRIPTION ITD TO-DATE ESTIMATE ESTIMATE ITD TO-DATE ESTIMATE ESTIMATE DIRECT COSTS: ENGINEERING 1,093.14 7,057.55 4,204 167.88% 287.48 3,144.41 1,556 202.08% OPERATING LABOR 0.00 7,410.31 7,829 94.65% 623.58 4,519.79 4,000 112.99% MATERIALS 365.46 13,417.61 21,060 63.71% (365.46) 6,343.78 9,629 65.88% TRANSPORTATION 0.00 4,957.82 6,520 76.04% 0.00 2,313.48 4,900 47.21% CONTRACT LABOR 0.00 15,718.52 12,720 123.57% 0.00 4,355.49 3,305 131.78% CONSULTING SERVICES 0.00 6,336.78 9,760 64.93% 0.00 2,173.62 2,490 87.29% MISCELLANEOUS EXPENSES 5.50 7,289.81 1,000 728.98% 5.89 2,736.28 500 547.26% ----------------- ----------------- --------------- ----------------- ----------------- ----------------- SUBTOTAL 1,464.10 62,188.40 63,093 98.57% 551.49 25,586.85 26,380 96.99% INDIRECT COSTS: PAYROLL OVERHEADS 1,371.22 8,195.33 7,908 103.63% 120.84 3,913.66 3,920 99.84% MATERIAL OVERHEADS 43.86 4,688.16 4,405 106.43% (43.86) 2,926.41 2,050 142.75% CONSTRUCTION OVERHEAD 418.03 12,468.34 14,371 86.76% 927.58 6,087.70 5,422 112.28% ---------------- ---------------- ----------------- ----------------- ----------------- ---------------- SUBTOTAL 1,833.11 25,351.83 26,684 95.01% 1,004.56 12,927.77 11,392 113.48% CONTINGENCY 0.00 0.00 0 0.00% 0.00 0.00 0 0.00% JOBBERS FEE 0.00 0.00 0 0.00% 0.00 0.00 0 0.00% ----------------- --------------- ---------------- ----------------- ----------------- ----------------- TOTAL DIRECTS&INDIRECTS 3,297.21 87,540.23 89,777 97.51% 1,556.05 38,514.62 37,772 101.97% AFUDC (221.19) 139.67 0 (83.22) 75.12 0 ----------------- --------------- ----------------- ----------------- ----------------- ----------------- TOTAL BEFORE SERVICE TAX 3,076.02 87,679.90 89,777 1,472.83 38,589.74 37,772 SERVICE TAX 46.14 1,593.54 1796 22.09 700.96 755 TOTAL BILLABLE COSTS 3,122.16 89,273.44 91,573 /1,494.92 39,290.70 38,527 Page I of 2 TOTAL COSTS ACTUALS 5/98-10/98 PROJECT TOTAL %OF DESCRIPTION MONTH TO-DATE ESTIMATE ESTIMATE DIRECT COSTS: ENGINEERING 1,380.62 10,201.96 5,760 177.12% OPERATING LABOR 623.58 11,930.10 11,829 100.85% MATERIALS 0.00 19,761.39 30,689 64.39% TRANSPORTATION 0.00 7,271.30 11,420 63.67% CONTRACT LABOR 0.00 20,074.01 16,025 125.27% CONSULTING SERVICES 0.00 8,510.40 12,250 69.47% MISCELLANEOUS EXPENSES 11.39 10,026.09 1,500 668.41% ----------------- ----------------- ----------------- SUBTOTAL 2,015.59 87,775.25 89,473 98.10% INDIRECT COSTS: PAYROLL OVERHEADS 1,492.06 12,108.99 11,828 102.38% MATERIAL OVERHEADS 0.00 7,614.57 6,455 117.96% CONSTRUCTION OVERHEAD 1,345.61 18,556.04 19,793 93.75% ----------------- ----------------- ----------------- SUBTOTAL 2,837.67 38,279.60 38,076 100.53% CONTINGENCY 0.00 0.00 0 0.00% JOBBERS FEE 0.00 0.00 0 0.00% ---------------- ----------------- ----------------- TOTAL DIRECTS&INDIRECTS 4,853.26 126,054.85 127,549 98.83% AFUDC (304.41) 214.79 ----------------- ----------------- TOTAL BEFORE SERVICE TAX 4,548.85 126,269.64 SERVICE TAX 68.23 2,294.50 TOTAL BILLABLE COSTS 4,617.08 128,564.14 Page 2 of 2 TO: FINANCE DIRECTOR FROM: TRANSPORTATION SYSTEMS DIRECTOR CONTRACTOR: Scarsella Bros.,Inc. CONTRACT NO. CAG 98-001 ESTIMATE NO. 11 PROJECT: Oakesdale Avenue SW Extension SW 27th Street to SW 16th Street 1. CONTRACTOR EARNINGS THIS ESTIMATE $ 73,245.79 2. SALES TAX @ 8.60% $ 1,197.70 3. TOTAL CONTRACT AMOUNT THIS ESTIMATE $ 74,443.49 4. EARNINGS PREVIOUSLY PAID CONTRACTOR $ 4,000,152.03 5. * EARNINGS DUE CONTRACTOR THIS ESTIMATE $ 69,583.50 6, SUBTOTAL-CONTRACTOR PAYMENTS $ 4,069,735.53 7. RETAINAGE ON PREVIOUS EARNINGS $ 210,534.31 8. ** RETAINAGE ON EARNINGS THIS ESTIMATE $ 3,662.29 9. SUBTOTAL-RETAINAGE $ 214,196.60 10. SALES TAX PREVIOUSLY PAID $ 21,726.51 11. SALES TAX DUE THIS ESTIMATE $ 1,197.70 12. SUBTOTAL-SALES TAX $ 22,924.21 * (95%xLINEI) ** (RETAINAGE:5%) GRAND TOTAL: $ 4,306,856.34 FINANCE DEPARTMENT ACTION: PAYMENT TO CONTRACTOR(Lines 5 and 11): SCHEDULE W ACCOUNT 317/000022/016.5950.0030.67/25104/5460 $ 56,353.14 SCHEDULE'B' ACCOUNT 421.000600.018.5960.0038.65.065285/65285/5460 $ 14,428.06 SCHEDULE'C' ACCOUNT 421.000400.018.5960.0035.65.045285/45285/5460 $ - $ 70,781.20 RETAINED AMOUNT(Line 8): SCHEDULE W ACCOUNT 317/000022/016.5950.0030.67/25104/5460 $ 2,965.95 SCHEDULE'B' ACCOUNT 421.000600.018.5960.0038.65.065285/65285/5460 $ 696.34 SCHEDULE'C' ACCOUNT 421.000400.018.5960.0035.65.045285/45285/5460 $ - $ 3,662.29 TOTAL THIS ESTIMATE: $ 74,443.49 , CHARTER 116,LAWS OF 1965 (�"' CITY OF RENTON CERTIFICATION I,THE UNDERSIGNED DO HEREBY CERTIFY UNDER PENALTY OF PERJURY,THAT THE MATERIALS HAVE BEEN FURNISHED,THE SERVICES RENDERED OR THE LABOR PERFORMED AS DESCRIBED HEREIN,AND THAT THE CLAIM IS A JUST,DUE AND UNPAID OBLIGATION AGAINST THE CITY OF RENTON,AND THAT I AM AUTHORIZED TO AUTHENTICATE AND CERTIFY TO SAID CLAIM SIGNED: OAKESDALE AVENUE CAG 98-001 PAY ESTIMATE 11 SCHEDULE A-ROADWAY Week ITEM BID UNITS ITEM UNIT PRICE AMOUNT 12/7/98 =12 12/21/98 12/28/98 1/4/99 Previous Previous This This Total NO. QUANTITY 12/1119812/25/98 1/1/99 1/8/99 Quanti Amount Quanti Amount Quanti Total Amount %Complete Al 1 LS Mobilization 1-09.7 $ 347,500.00 $ 347,500.00 1.00 $ 347,500.0o $ 1.00 $ 347,500.00 100.00% A2 7.40 AC Clearing and Grubbing 2-01 $ 4,000.00 $ 29,600.00 7.40 $ 29,600.00 $ - 7.40 $ 29,600.00 100.00°k A3 970 l F Clearing Limit Fence 2-01 $ 5.00 $ 4,8W.00 1720. 00 $ 8,600.00 $ - 1720.00 $ 8,600.00 177.32% A4 1 LS Removal of Structures and Obstructions 2-02 $ 30,000.00 $ 30,000.00 1.00 $ 30.000.00 $ 1.00 $ 30,000.00 100.00% A5 1 LS Remove Existing Retaining Wall 2-02 $ 3,000.00 $ 3,000.00 0.25 $ - 0.25 $ 750.00 0.25 $ 750.00 25.00% A6 350 LF Saw Cutting 2-02 $ 3.50 $ 1,225.00 553.00 $ 1,935.50 $ - 553.00 $ 1,935.50 158.00% A7 5,664 SY Remove Asphalt Concrete Pavement 2-02 $ 3.00 $ 16,992.00 594244 $ 17,827.32 $ - 5942.44 $ 17,827.32 104.92% A8 300 LF Remove and Reset Chain Link Fence 2-02 $ 9.50 $ 2,850.00 228.00 $ 2,166.00 $ - 228.00 $ 2,166. 0 - 76.00% A9 1 EA Remove and Reset Metal Gate 2-02 $ 1,000.00 $ 1,000.00 1.00 $ 1,000.00 $ - 1.00 $ 1,000.00 100.000/0 A10 610 LF Remove Paint Stripe 8-22 $ 0.50 $ 305.00 1 610.00 $ 305.00 $ - 610.00 $ 305.00 100.00% All 7 EA Remove Painted Traffic Arrow 8-22 $ 20.00 $ 140.00 5.00 $ 100.00 $ - 5.00 $ 100.00 71.43% Al2 1.0 HUND. Remove Raised Pavement Markers 2 02 $ 75.00 $ 75.00 1.00 $ 75.00 $ - 1.00 $ 55.00 100.00% A13 1 LS Relocate Irrigation System 1-07.17 $ 31,425.00 $ 31,425.00 0.05 $ 1,571.25 $ - 0.05 $ 1,571.25 5.00% A14 1 LS Utility Relocations and Protection 1-07.17 $ 35,200.00 $ 35,200.00 0.95 $ 35,200.00 0.95 $ 35,200.00 95.00% A15 7,564 CY Roadway Excavation,including Haul 2-03 $ 4.00 $ 30,256.00 7831.01 $ 31,324.04 $ - 7831.01 $ 31,324.04 10300% A16 640 CY Channel Excavation,including Haul 2-10 $ 8.75 $ 5,600.00 831.0 $ 1,324.04 $ - 831.0640.D E 1,324.04 103.53% A17 10,674 CY Water Quality Pond Excavation,including Haul 2-03 $ 8.75 $ 93,397.50 10674.00 $ 93,397.50 $ - 10674.00 $ 93,397.50 100.00% A18 20,5W CY Mitigation Welland Excavation,including Haul 8-32 $ 8.75 $ 179,376.00 20500.00 $ 179,375.00 $ - 20500.00 $ 179,375.00 100.00% A19 100 CY Unsuitable Foundation Excavation,including Haul 2-03 $ 15.50 $ 1,550.00 21229 $ 3,290.50 $ - 212.29 $ 3,290.60 212.29% A20 280 TON Quarry Spalls 8-15 $ 30.00 $ 8,400.00 544.38 $ 16,331.40 $ - 544.38 $ 16,331.40 194.420A A21 29,325 TON Gravel Borrow,Including Haul 2-03 $ 8.85 $ 259,526.25 34533.76 $ 305,623.78 $ - 34533.76 $ 305,623.78 117.76% A22 1.299 CY Structure Excavation Class A,including Hau12-09.3(3) $ 8.75 $ 11,366.25 1473.06 $ 12,889.28 $ - 1473.06 $ 12,889.28 113.40% A23 1 LS Slxxing of Extra Excavation,Class A 2-09 $ 20,000.00 $ 20,000.00 1.00 $ 20,000.00 $ - 1.00 $ 20,000.00 100.00% A24 990 SF Shoring or Extra Excavation,Class B 2-09 $ 2.00 $ 1,980.00 $ - $ - $ A25 201 CY Gravel Badfill for Abutment Wall 2-09 $ 30.00 $ 6,030.00 278.83 $ 8,364.90 _ $ - 278.83 $ 8,364.90 138.72% A26 1,254 TON Gravel Bacfill for Trench 2-09 $ 8.85 $ 11,097.90 940.00 $ 8,319.00 $ - 940.00 $ 8,319.00 74.96% A27 3.171 TON Gravel Bac#ll for Modular Block Wall 2-09 $ 8.85 $ 28,063.35 3886.46 $ 34,395.17 $ - 3886.46 $ 34,395.17 122.56% A28 58 LF Corrugated Polyethylene Storm Sewer Pipe-8"dia. 7-04 $ 15.15 $ 878.70 A29 1,705 LF Corrugated Polyethylene Storm Sewer Pipe-12"dia.7-04 $ 18.55 $ 31,627.75 1 33.0 $ 2,147.15 $ - 159.00 $ 2,147.15 274.14% A30 234 LF Corrugated Polyethylene Storm Sewer Pipe-18"dia.7-04 $ 23.35 $ 5,463.90 234.00 $ 35,463.90 $ - 173.00 $ 35,463.90 101.00% 234.00 $ 5,463.90 $ - 234.00 $ 5,463.90 100.00% A31 1,047 LF Corrugated Polyethylene Storm Sewer Pipe-24"dia.7-04 $ 29.65 $ 31,043.65 1018.00 $ 30,183.7o $ - 1018.00 $ 30,183.70 97.23% A32 811 LF Ductile Iron Storm Sewer Pipe-12"dia. 7-04 $ 33.15 $ 26,884.65 833.00 $ 27,613.95 $ - 833.00 $ 27,613.95 102.71% A33 396 LF Ductile Iron Storrs Sewer Pipe-18"dia. 7-04 $ 44.25 $ 17,523.00 396.00 $ 17,523.00 E - 396.00 $ 17,523.00 100.00% A34 145 LF Ductile Iron Storrs Sewer Pipe-24"dia. 7-04 $ 86.35 $ 12,520.75 143.00 $ 12,348.05 $ - 143.00 $ 12,348.05 98.62% A36 9 EA Adjust Catch Basin 7-05.3(1) $ 250.00 $ 2,250.00 9.00 $ 2,250.00 $ - 9.00 $ 2,250.00 100.00% A36 4 EA Connection to Existing Pipe 7-05.3(3) $ 200.00 $ 800.00 2.00 $ 400.00 $ - 2.00 $ 400.00 50.00% A37 4 EA Connection to Existing Catch Basin 7-05.3(3) $ 200.00 $ $00.00 4.00 $ 800.00 $ - 4.00 $ 800.00 100.00% A38 3 EA Concrete Inlet 7-05 $ 500.00 $ 1.500.00 4.00 $ 2,000.00 $ - 4.00 $ 2,000.00 133.33% A39 29 EA Catch Basin-T 1 7-05 $ 700.00 $ 20,300.00 30.00 $ 21,000.00 $ - 30.00 $ 21,000.00 103.45% A40 9 EA Catch Basin-Type 2-48"dia. 7-05 $ 1,675.00 $ 15,075.00 9.00 $ 15,075.00 $ - 9.00 $ 16,075.00 100.00% A41 2 EA Catch Basin-Type 2-72"dia. 7-05 $ 5,500.00 $ 11.000.00 _ 2.00 $ 11,000.00 $ - 2.00 $ 11,000.00 100.00% A42 Not Used $ _ $ _ $ $ - $ A43 1 EA Debris Barrier 2-24"dia 7-04 $ 500.00 $ 500.00 1.00 $ - 1.00 $ 500.00 1.00 $ 500.00 100.00% A44 10 EA Cap Pipe End 7-04 $ 50.00 $ 500.00 10.00 $ 500.00 $ - 10.00 $ 500.00 100.00% A45 9 EA Stake Pipe End 7-04 $ 50.00 $ 450.00 10.00 $ 500.00 $ - 10.00 $ 5W.00 111.11% A46 1 LS Water Quality Ponds 7-05 $ 18,000.00 $ 18,000.00 1.00 $ 18,000.00 $ - 1.00 $ 18,000.00 100.0011/0 A47 1 LS Water Quality Vault 7-05 $ 57,500.00 $ 57,500.00 1.00 $ 57,500.00 $ - 1.00 $ 57.500.00 100.00% A48 488 CY SON Excavation for Shaft,incl.Haul-V dia. 6-13 $ 210.00 $ 102,480.00 486.00 $ 102,060.00 $ - 486.00 $ 102,060.00 99.59% A49 1 FA Removal of Shaft Obst uction 6-13 $ 5,000.00 $ 5,000.00 $ 15,443.31 $ 15.443.31 A50 137,939 LB Steel Reinforcing Bar 6-02.5 $ 0.60 $ 68,969.50 135264.00 $ 67,632.00 $ - 135264.00 $ 67,632.00 98.06% A51 488 CY Concrete Class 4000W for Shaft 6-02 $ 92.00 $ 44,896.00 487.96 $ 44,892.32 $ - 487.96 $ 44,892.32 99.99% A52 311 CY Concrete Class 4000 for Bridge 6-02 $ 250.00 $ 77,750.00 315.24 $ 78,810.00 _ $ - 315.24 $ 78,810.00 101.36% A53 1 LS Supersbucture,Springtxook Creek Bridge 6-02 E 500,000.00 $ 500.000.00 1.00 $ 500,000.00 _ $ - 1.00 $ 500,000.00 100.00% A54 1 CALC. Deficient Strength Concrete Price Adjustment 6-02.3(5) $ - $ - $ _ $ $ A55 1 CALC. Slump and Air Price Adjustment 6-02.3(5) $ - $ - $ $ - $ A56 301 LF Pedestrian Barrier 6-10 $ 57.00 $ 17,157.00 301.15 $ 17,165.55 $ - 301.15 $ 17.165.55 100.05% A57 5,386 SF Modular Block Wall 8-28 $ 15.00 $ 80,790.00 5688.00 $ 85,320.00 $ - 5688.00 $ 85,320.00 105.61% A58 777 LF Handrail 6-06 $ 55.00 $ 42,735.00 68.00 720.00 $ 39,600.00 68.00 $ 3,740.00 788.00 $ 43,340.00 101.42°k A59 777 - LF Railing Seat 6-10 $ 80.00 $ 62,160.00 793.00 $ 63,440.00 $ - 793.00 $ 63.440.00 102.06% A60 4,581 TON Crushed Surfacing Top Course 4.04 $ 11.75 $ 53.826.75 5767.96 $ 67,773.53 $ - 5767.96 $ 67,773.53 125.91% A61 100 SY Planing Bituminous Pavement 5-04.3(14) $ 20.00 $ 2,000.00 268.22 $ 5,364.40 $ - 268.22 $ 5,364.40 268.22% A62 2,658 TON Asphalt Concrete Pavement Class A 5.04 $ 30.00 $ 79,740.00 2816.31 $ 84,489.30 $ - 2816.31 $ 84.489.30 105.96% A63 7,690 TON Asphalt Concrete Pavement Class E 5-04 $ 26.50 $ 203,785.00 6583.91 $ 174,473.62 _ S - 6583.91 $ 174,473.62 85.62% A64 137 CY Concrete Class 4000 for Bridge Approach Slab 5-05.3(19) $ 155.00 $ 21,235.00 133.05 $ 20,622.75 $ - 133.05 $ 20,622.75 97.12% A65 66 EA Bridge Approach Slab Anchor 5-05.3(19) $ 30.00 $ 1,980.00 66.00 $ 1,980.00 $ - 66.00 $ 1,980.00 100.00% A66 24.244 LB Steel Reinforcing Bar for Bridge Approach Slab 5-05.3(19) $ 0.50 $ 12,122.00 26401.00 $ 13,200.50 $ - 26401.00 $ 13,200.50 108.90% A67 10,314 LB Epoxy-Coated Steel Reinf.Bar for Br.Appr.Slab 6-05.3(19) $ 0.67 $ 6,910.38 9284.00 $ 6,220.28 $ - 9284.00 $ 6,220.28 90.01% A68 1 FA Temporary Water Pollution/Erosion Control 1-07.15 $ 3,500.00 $ 3.500.00 $ - $ _ $ A69 5,458 LF Construction GeotextUe for Temporary Sift Fence 2-12 $ 4.00 $ 21,832.00 5458.00 $ 21,832.00 $ - 6458.00 $ 21,832.00 100.00% A70 673 SY Construction Geotextile for Soil Stabilization 2-12 $ 3.00 $ 2,019.00 654.77 $ 1,964.31 $ - 654.77 $ 1,964.31 97.29% A71 0.50 1 AC Mulching 841.3(5) S 750.00 $ 375.00 $ $ - $ - City of Renton,Oakesdale Avenue Pay Estimate Page i PEST1 I.XLS,1/8/99,1:20 PM Week ITEM BID UNITS ITEM UNIT PRICE AMOUNT 1217198 12/14/98 12/21/98 12/28/98 1/4/99 Previous Previous This This Total NO. QUANTITY 12/11/98 12/18/98 12/25/98 111/99 1/8/99 Quantity Amount Quantity Amount Quanti ty Total Amount %Complete 2 335 Clear Plastic Cover 8-01.3(8) $ 4.00 $ 1,340.00 685.00 $ 2,340.00 $ 585.00 $ 2,340.00 174.63% A73 2 EA Stabilized Constriction Entrance 8-01.3(12) $ 3,500.00 $ 7,000.00 2.00 $ 7,000.00 $ 2.00 $ 7,000.00 100 °k A74 20 EA Storm Drain Inlet Protection 8-01.3(13) $ 150.00 $ 3.000.00 5.00 $ 750.00 $ - 5.00 $ 750.00 25..0 00 A75 376 CY Hand Placed Riprap 8-15 $ 55.00 $ 20,680.00 576.98 $ 31,733.90 $ - 576.98 $ 31,733.90 153.45% A76 1 LS Path Modifications 8-30 $ 5.000.00 $ 5,000.00 0.75 $ 3,750.00 $ - 0.75 $ 3.750.00 75.00% A77 0.89 AC Roadway-Related Seeding 8-01.3(4) $ 12,360.00 $ 11,000.40 0.59 $ 7,292.40 $ - 0.59 $ 7,292.40 66.29% A78 1.70 AC Future Roadway Seeding 8-01.3(4) $ 1,190.00 $ 2,023.00 1.78 $ 2,118.20 $ - 1.78 $ 2,118.20 104.71% A79 1.48 AC Upland Seeding 8-01.3(4) $ 16,950.00 $ 23,606.00 1.48 $ 23,606.00 $ - 1.48 $ 23,606.00 100.00% A80 2.37 AC Constructed-Wetland Seeding 8-01.3(4) $ 16,835.00 $ 39,898.95 2.37 $ 39,898.95 $ - 2.37 $ 39,898.95 100.00% A81 6.85 AC Liming 8-01.3(4)C $ 575.00 $ 3,938.75 6.85 $ 3,938.75 $ - 6.85 $ 3.938.75 100.00% A82 1,316 EA PSIPE Trees 8-02.3 $ 27.50 $ 36,190.00 1237.00 1 $ - 1237.00 $ 34,017.50 1237.00 $ 34,017.50 94.00% A83 1,797 EA PSIPE Shrubs 8-02.3 $ 3.50 $ 6,289.50 $ $ - $ A84 3,600 EA PSIPE Emergents 8-02.3 $ 4.20 $ 16,120.00 1800.00 1800.00 $ 7,560.00 1800.OG $ 7.560.00 3600.00 $ 15,120.00 100.00°h A85 1,500 SY Wildlife Fabric 8-32 $ 8.20 $ 12.300.00 3680.00 $ 30,176.00 $ - 3680.00 $ 30,176.00 245.33% A86 2 EA Snags 8-32 $ 500.00 $ 1,000.00 3.00 $ 1,500.00 $ - 3.00 $ 1,500.00 150.00% A87 8 EA Downed Logs 8-32 $ 500.00 $ 4.000.00 8.00 $ 4,000.00 $ - 8.00 $ 4,000.00 100.00% ASS 89,200 SF Temporary Irrigation(Mitigation Wetland) B32 $ 0.20 $ 17,840.00 164221.00 $ 32,844.20 $ - 164221.00 $ 32,844.20 184.10% A89 4,707 LF Cement Concrete Barrier Curb and Gutter 8-04 $ 7.75 $ 36.479.25 5741.00 $ 44,492.75 $ - 6741.00 $ 44,492.75 121.97% A90 213 LF Cement Concrete Barrier Curb 8-04 $ 12.50 $ 2,662.50 235.00 $ - 235.00 $ 2,937.50 235.00 $ 2,937.60 110.33% A91 158 LF Type A Block Traffic Curb 8-07 $ 6.50 $ 1,027.00 138.00 $ 897.00 $ - 138.00 $ 897.00 87.34% A92 3,872 SY Cement Concrete Sidewalk 8-14 $ 15.75 $ 60,984.00 3502.00 $ 55,156.50 $ - 3502.00 $ 55,156.50 90.44°k A93 5,415 LF Paint Stripe 8-22 $ 0.15 $ 812.26 4840.00 $ 726.00 $ - 4840.00 $ 726.00 89.38% A94 420 LF Plastic Crosswalk Stripe 8-22 $ 1.50 $ 630.00 990.00 $ 1,485.00 $ - 990.00 $ 1,485.00 235.71% A95 165 LF Plastic Stop Bar 8-22 $ 2.75 $ 453.75 236.00 $ 649.00 $ - 236.00 $ 649.00 143.03% A96 60 EA Plastic Traffic Arrow 8-22 $ 35.00 $ 1,750.00 55.00 $ 1,925.00 $ - 65.00 $ 1,925.00 110.00% A97 2 EA Painted Preferential Lane Symbol 8-22 $ 45.00 $ 90.00 3.00 $ 135.00 $ - 3.00 $ 135.00 150.00% A98 6,000 EA Raised Pavement Marker-Type 1 8-09 $ 1.40 $ 8,400.00 5186.00 $ 7,260.40 $ - 5186.00 $ 7,260.40 86.43% A99 579 EA Raised Pavement Marker-Type 2 8-09 $ 2.15 $ 1,225.50 575.00 $ 1,236.25 $ - 575.00 $ 1,236.25 100.88% A100 1 LS Permanent Signing 8-21 $ 3,000.00 $ 3,000.00 1.00 $ 3,000.00 $ - 1.00 $ 3,000.00 100.00% A101 1 LS Illumination System,Complete 8-20 $ 101.500.00 $ 101,500.00 1.00 $ 101,500.00 $ - 1.00 $ 101.600.00 100.00% A102 1 LS Traffic Signal System,Complete 8-20 $ 93.600.00 $ 93,600.00 1.00 $ 93,600.00 $ - 1.00 $ 93.600.00 100.00% A103 1 LS Interconnect,Complete 8-20 $ 21,450.00 $ 21,450.00 1.00 $ 21,450.00 $ - 1.00 $ 21,450.00 100.00% A104 1 LS Traffic Control 1-10 $ 25,000.00 $ 25,000.00 0.95 $ 23,750.00 $ - 0.95 $ 23,750.00 95.00% A105 1 LS Contractor Supplied Surveying 1-05 $ 60,000.00 $ 60,000.00 0.95 $ 57,000.00 $ - 0.95 $ 57,000.00 95.00% A106 6 EA Monument Case and Cover 8-13 $ 250.00 $ 1.500.00 6.00 $ 1,500.00 $ - 6.00 $ 1,500.00 100.00°k A107 1 LS Settlement Instrumentation 8-33 $ 10,000.00 $ 10.000.00 $ $ - $ A108 4 EA Crosshole Sonic Log Testing 6-13 $ 1.500.00 $ 6,000.00 _ 4.00 $ 6,000.00 $ - 4.00 $ 6,000.00 100.00% A109 1 LS CO#1 Install City Furnished Pump Vault $ 9,560.00 $ 9.560.00 1.00 $ 9,560.00 $ - 1.00 $ 9,560.00 100.00% A110 1 LS CO#1 Disconnect and Remove Equipment $ 3,500.00 $ 3,500.00 1.00 $ 3,500.00 $ - 1.00 $ 3,5W.00 100.00% A111 1 LS CO#1 Electrical and Communication Service $ 9,800.00 $ 9,800.00 1.00 $ 9,800.00 $ - 1.00 $ 9,800.00 100.00% A112 1 LS CO#i Water Pipe Installation $ 12,525.00 $ 12.525.00 1.00 $ 12,525.00 $ - 1.00 $ 12,525.00 100.00% A113 1 l S CO#1 Contractor Supplied Surveying $ 600.00 $ 600.00 1.00 $ 600.00 $ - 1.00 $ 600.00 100.00% A114 100 TON CO#1 Gravel Borrow Including Haul $ 19.35 $ 1,935.00 100.00 $ 1,935.00 $ - 100.00 $ 1.935.00 100.00% A115 5 EA CO#2 Catch Basin-Type 1 L $ 9W.00 $ 4,500.00 6.00 $ 4,500.00 $ - 5.00 $ 4,500.00 100.00% A116 1 LS CO#3 SPU Protective Slab $ 60,000.00 $ 60,000.00 1.00 $ 60,000.00 $ - 1.00 $ 60,000.00 100.00% A117 7,000 TON CO#4 Recyce Asphalt Backfill $ 6.85 $ 47,950.00 4017.60 $ 27,520.56 $ - 4017.60 $ 27,520.66 57.39% A118 1 LS CO#6 Boeing Signal Including Power Run $ 149.807.00 $ 149,807.00 1.00 $ 149,807.00 $ - 1.00 $ 149,807.00 100.00% A119 1 LS CO#7 Telemetry Box and Added 2"conduit Run $ 21,020.00 $ 21,020.00 1.00 $ 21,020.00 $ 1.00 $ 21,020.00 100.00% A120 1 INv Material on hand $ 1.00 $ 1.00 $ $ - $ A121 912 LF CO#9 6"Perf Drain behind Walls $ 10.00 $ 9,120.00 458.50 $ 4,585.00 $ - 458.60 $ 4,585.00 50.27% A122 110 LF CO#10 6"Ductile Iron Sleeve $ 18.00 $ 1,980.00 110.00 $ 1,980.00 $ - 110.00 $ 1,980.00 100.00% A123 110 LF 5O#10 6"Schedule 80 PVC $ 11.00 $ 1,210.00 110.00 $ 1,210.00 $ - 110.00 $ 1,210.00 100.00% A124 220 LF C0#10 2"Schedule 80 PVC $ 4.50 $ 0.00 22000 $ 990.00 $ - 220.00 $ 990.00 100.00% A125 1 LS 60#10 00. Additional Electrical at Pump Vault $ 2,500 $ 2,5050 . 0.00 1.00 $ 2,500.00 $ - 1.00 $ 2,500.00 100.00% Al2 A126 1 LS FA Restocking Charge for Pump Vault 5/13/98 $ 882.90 $ 882.90 1.00 $ 882.90 $ - 1.00 $ 882.90 100.00% A128 1 LS FA Cut off Grout Pipes $ 158.06 $ 158.06 1.00 $ 158.06 $ - 1.00 $ 158.06 100.00% 1 LS FA Removal gravel borrow in backfill zone for Wall"C" $ 527.85 $ 527.85 1.00 $ 527.85 $ - 1.00 $ 627.85 100.00% A129 300 LF C0#11 Chain Link Fence Type 1 $ 16.00 $ 4,800.00 408.00 $ 6,528.00 $ - 408.00 $ 6,528.00 136.00% A130 1 LS CO#12 Miscellaneous Electrical Changes $ 17,893.31 $ 17,893.31 1.00 $ 17,893.31 $ - 1.00 E 17,893.31 100.00°k A131 0.18 AC CO#13(Boeing Trail)Clearing Grass Area $ 4,000.00 $ 720.00 0.18 $ 720.00 $ - 0.18 $ 720.00 100.00% A132 372 TON CO#13(Boeing Trail)Gravel Borrow $ 17.50 $ 6,510.00 621.78 $ 10,881.15 $ - 621.78 $ 10,881.15 167.15% A133 172 TON CO#13(Boeing Trail)Crushed Surfacing Top Course $ 25.00 $ 4,300.00 291.00 $ 7,275.00 $ - 291.00 $ 7,275.00 169.19% A134 115 TON CO#13(Boeing Traiq Asphalt Concrete paving Class A $ 85.00 $ 9,775.00 162.51 $ 13,813.35 $ - 162.51 $ 13,813.35 141.31°k A135 1 LS CO#14 FA curb and gutter removal $ 500.00 $ 500.00 _ 1.00 $ 500.00 $ - 1.00 $ 500.00 100.00% A136 1 LS C0#15 New Irrigation System(North of Station 41) $ 29,054.00 $ 29,054.00 0.10 0.90 $ 26,148.60 0.10 $ 2,905.40 1.00 $ 29,054.00 100.00% A137 1 LS CO#16 New Landscaping(North of station 41) $ 76,763.25 $ 76,763.25 0.09 0.91 $ 69,854.56 0.09 $ 6,908.69 1.00 $ 76,763.25 100.00°k A138 1 LS CO#17 Electrical Modifications $ 6,777.60 $ 6,777.60 1.00 $ 6,777.60 $ - 1.00 $ 6,777.60 100.00% $ $ - $ - #DIV/01 $ - $ - $ - #DIV/01 $ - $ - $ - #DIV/01 $ $ _ $ - $ - #DIV/01 TOTAL-SCHEDULE A: $ 3,969,135.00 $ 3,958,052.33 $ 59,319.09 $ 4,017,371.42 101.229/o SCHEDULE B-SPRINGBROOK CREEK CHANNEL WIDENING City of Renton,Oakesdale Avenue Pay Estimate Page 2 PESTI 1.XLS,1/8/99,1:20 PM Week ITEOM BID QUANTITY UNITS ITEM UNIT PRICE AMOUNT 1217/98 12/14/98 12/21/911 12/28/98 1/4199 Previous Previous This This Total Total Amount %Complete 12/11/98 12/18/98 12/25/98 1/1/99 1/8/99 Quanti Amount Quantit. Amount Quanti ITEM BID UNITS ITEM UNIT PRICE AMOUNT 1217198 12/14/98 12/21/98 12/28/98 1/4i99 Previous Previous This This Total Total Amount °�Complete NO. QUANTITY 12/11/98 12/18/98 12/25/98 1/1/99 1/8/99 QuantityAmount Quantit Amount Quanti 61 1 LS Mobilization 1-09.7 $ 10,000.00 $ 10,000.00 1.00 $ 10,000.00 $ 1.00 $ 10,000.00 100.00% 82 1.07 AC Clearing and Grubbing 2-01 $ 4,000.00 $ 4,280.00 1.07 $ 4,280.00 $ - 1.07 $ 4.280.00 100.00% B3 5,788 CY Channel Excavation,including Haul 2-10 $ 8.75 $ 50,645.00 5405.57 $ 47,298.74 $ - 5405.57 $ 47,298.74 93.39% B4 1,000 CY Stricture Excavation Class A,including Haul 2-09.3(3) $ 8.75 $ 8,750.00 1194.49 $ 10,451.79 $ - 1194.49 $ 10,451.79 119.45% B5 1 LS Shoring or Extra Excavation Class A 2-09 $ 5,000.00 $ 5,000.00 1.00 $ 5,000.00 $ - 1.00 $ 5,000.00 100.00% 86 1,093 TON Gravel Backfill for Modular Block Wall 2-09 $ 15.00 $ 16,395.00 1217.16 $ 18,257.40 $ - 1217.16 $ 18,257.40 111.36% 87 2,616 SF Modular Block Wall 8-28 $ 15.00 $ 39,240.00 3223.00 $ 48,345.00 $ - 3223.00 $ 48,345.00 123.20% 88 1 LS Adjust Stonn Water Outfall Valve 7-04 $ 4,000.00 $ 4,000.00 1.00 $ 4,000.00 $ - 1.00 $ 4,000.00 100.00% B9 1 FA Temporary Water Pollution/Erosion Control 1-07.15 $ 3,500.00 $ 3.500.00 $ - $ - $ B10 1,018 LF Construction Geotextile for Temporary Sift Fence 2-12 $ 4.00 $ 4,072.00 1268.00 $ 5,072.00 $ - 1268.00 $ 5,072.00 124.56% Bit 0.50 AC Mulching 8-01.3(5) $ 750.00 $ 375.00 $ - $ - $ 612 335 SY Clear Plastic Cover 8-01.3(8) $ 4.00 $ 1,340.00 1972.20 $ 7,888.80 $ - 1972.20 $ 7,888.80 588.72% B13 764 SY Erosion Control Blanket 8-01.3(8) $ 2.00 $ 1,528.00 800.00 $ 1,600.00 $ - 800.00 $ 1,600.00 104.71% B14 0.62 AC Upland Seeding 8-01.3(4) $ 16.835.00 $ 10,437.70 0.06 0.66 $ 9,427.60 0.06 $ 1,010.10 0.62 $ 10,437.70 100.00% B15 75 EA PSIPE Trees 8-02.3 $ 76.00 $ 5,625.00 75.00 $ - 75.00 $ 5,625.00 75.00 $ 5,625.00 100.00% B16 1,732 EA PSIPE Shrubs 8-02.3 $ 3.70 $ 6,408.40 1732.00 $ 1732.00 $ 6,408.40 1732.00 $ 6.408.40 100.000/0 B17 276 EA Live Stakes 8-31 $ 3.20 $ 883.20 276.00 $ 276.00 $ 883.20 276.00 $ 883.20 100.00% B18 14 EA Large Woody Debris 8-31 $ 500.00 $ 7,000.00 _ 14.00 _ $ 7,000.00 _ $ 14.00 $ 7,000.00 100.00% B19 1 LS Contractor Supplied Surveying 1-05 $ 9,000.00 $ 9,000.00 1.00 $ 9,000.00 $ - 1.00 $ 9,000.00 100.00% B20 505 LF 1C0#9 6"Perf Drain behind Walls $ 10.00 $ 5,050.00 450.00 $ 4,500.00 $ - 450.00 $ 4,500.00 89.11% SUBTOTAL-SCHEDULE B: $ 193,529.30 $ 192,121.33 $ 13,926.70 $ 206,048.03 8.6%Sales Tax: $ 16,643.52 $ 16,522.43 $ 1,197.70 $ 17,720.13 TOTAL-SCHEDULER: $ 210,172.82 $ 208,643.7s $ 15,124.40 $ 223,768.16 106.47% SCHEDULE C-SANITARY SEWER STUBS ITENO.M QUANTITY BID UNITS ITEM UNIT PRICE AMOUNT 1217/98 12/14/98 12/21/98 12/28/98 1/4/99 Previous Previous This This Total Total Amount %Complete 12/11/98 12/18/98 12/25/98 1/1199 118/99 QuantityAmount Quanti , Amount Quantity C1 1 LS Mobilization 1-09.7 $ 3,000.00 $ 3,000.00 1.00 $ 3,000.00 $ 1.00 $ 3,000.00 100.00% C2 90 Cy- Removal and Replacement of Unsuitable Fill Mari 7-17 $ 35.00 $ 3,150.00 $ $ - $ - C3 1 IS Utility Relocations and Protection 1-07.17 $ 2,500.00 $ 2,500.0 1.00 $ 2,500.00 $ - 1.00 $ 2,600.00 100.00% C4 135 LF Ductile Iron Sewer Pipe-12"dia. 7-17 $ 66.25 $ 8,943.75 130.00 $ 8,612.50 $ - 130.00 $ 8,612.50 96.300/i C5 2 EA Manhole 48"dia. 7-05 $ 2,500.00 $ 5,000.00 2.00 $ 5,000.00 $ - 2.00 $ 5.000.00 100.00% C6 9 LF Manhole Additional Height 48-dia. 7-05 $ 200.00 $ 1,800.00 9.00 $ 1,800.00 $ - 9.00 $ 1.800.00 100.00% C7 1 LS Trench Safety System 2-09 $ 500.00 $ 500.00 1.00 $ 500.00 $ - 1.00 $ 500.00 100.00% C8 1 LS Dewatering 7-08.3(1)A $ 1,000.00 $ 1,000.00 1.00 $ 1,000.00 $ - 1.00 $ 1,000.00 100.00% C9 517 TON Gravel Bac kliill for Trench 2-09 $ 10.00 $ 5.170.00 1016.50 $ 10,165.00 $ - 1016.50 $ 10,165.00 196.62°k C10 1 LS Television Inspection 7-17 $ 600.00 $ 600.00 $ - $ - $ - C11 1 LS Contractor Supplied Surveying 1-05 $ 1,000.00 $ 1,000.00 1.00 $ 1,000.00 $ 1.00 $ 1,000.00 100.00% C12 1 LS CO#5 Addri Cost for Sewer Stub $ 26,935.18 $ 26,935.18 1.00 $ 26,935.18 $ - 1.00 $ 26,435.18 100.00% SUBTOTAL-SCHEDULE C: $ 59,598.93 $ 60,512.68 $ - $ 60,512.68 8.6%Sales Tax: $ 5,125.51 $ 5,204.09 $ - $ 5,204.09 TOTAL-SCHEDULE C: $ 64,724.44 $ 65,716.771 $ - $ 65,716.77 101.53% GRAND TOTAL: $ 4,244,032.26 $ 4,232,412.86 $ 74,443.49 $ 4,306,856.35 101.48% City of Renton,Oakesdale Avenue Pay Estimate Page 3 PESTII.XLS,1/8/99, 1:20 PM PUGET DEC 41998 41 SOUND - ENERGY CITY OF RENTON Engineering Crept. November 23, 1998 City of Renton Public Works 200 Mill Avenue South Renton, WA 98005 Attn.: Joe Armstrong- 5`h Floor Ron Straka-4 h Floor RE: Invoice for Oakesdale Extension and Springbrook Creek Channel Widening Inception through April 29, 1998 Dear Mr. Armstrong and Mr. Straka; Please find enclosed the final invoice for the Oakesdale Extension and Springbrook Creek Channel Widening projects. This invoice includes postings of credits or debits to each work order through October 31, 1998. Please find enclosed an"Other Miscellaneous Bill"off PSE's customer accounting system. Returning the bill stub with your payment ensures that it will be applied propertly.. The final bill includes completion of the following activities; 1. Re-establish pole '/ (Station 00+) in its final position. PSE performed additional work at the request of the City to brace the pole during construction cuts for the Springbrook Creek Channel Widening. This work has been charged to work order#9850716. 2. Drafting of as-built drawings. 3. Recording the Subordination Agreement of the City of Renton Franchise to the PSE Easement.. 4. Refraining of the insulators from HPD to HPD-compact at structure locations 1/7 and 1/8, to provide adequate clearance over the street lights. If you have any questions please call me at 206-521-5076. We thank you for the opportunity to be of service. Sincerely, Janet K. Olsen Project Manager Shuffleton-O'Brien Work Orders WO#9850715 Oaksdale Exit WO#9850716 Channel Widening ACTUALS ACTUALS 5/98-10/98 PROJECT TOTAL %OF 5/98-10/98 PROJECT TOTAL %OF DESCRIPTION ITD TO-DATE ESTIMATE ESTIMATE ITD TO-DATE ESTIMATE ESTIMATE DIRECT COSTS: ENGINEERING 1,093.14 7,057.55 4,204 167.88% 287.48 3,144.41 1,556 202.08% OPERATING LABOR 0.00 7,410.31 7,829 94.65% 623.58 4,519.79 4,000 112.99% MATERIALS 365.46 13,417.61 21,060 63.71% (365.46) 6,343.78 9,629 65.88% TRANSPORTATION 0.00 4,957.82 6,520 76.04% 0.00 2,313.48 4,900 47.21% CONTRACT LABOR 0.00 15,718.52 12,720 123.57% 0.00 4,355.49 3,305 131.78% CONSULTING SERVICES 0.00 6,336.78 9,760 64.93% 0.00 2,173.62 2,490 87.29% MISCELLANEOUS EXPENSES 5.50 7,289.81 1,000 728.98% 5.89 2,736.28 500 547.26% ----------------- ----------------- ----------------- ----------------- ----------------- ----------------- SUBTOTAL 1,464.10 62,188.40 63,093 98.57% 551.49 25,586.85 26,380 96.99% INDIRECT COSTS: PAYROLL OVERHEADS 1,371.22 8,195.33 7,908 103.63% 120.84 3,913.66 3,920 99.84% MATERIAL OVERHEADS 43.86 4,688.16 4,405 106.43% (43.86) 2,926.41 2,050 142.75% CONSTRUCTION OVERHEAD 418.03 12,468.34 14,371 86.76% 927.58 6,087.70 5,422 112.28% ----------------- ----------------- ----------------- ----------------- ----------------- ----------------- SUBTOTAL 1,833.11 25,351.83 26,684 95.01% 1,004.56 12,927.77 11,392 113.48% CONTINGENCY 0.00 0.00 0 0.00% 0.00 0.00 0 0.00% JOBBERS FEE 0.00 0.00 0 0.00% 0.00 0.00 0 0.00% ----------------- ----------------- ----------------- ----------------- ----------------- ----------------- TOTAL DIRECTS&INDIRECTS 3,297.21 87,540.23 89,777 97.51% 1,556.05 38,514.62 37,772 101.97% AFUDC (221.19) 139.67 0 (83.22) 75.12 0 ----------------- ----------------- ----------------- ----------------- ----------------- ----------------- TOTAL BEFORE SERVICE TAX 3,076.02 87,679.90 89,777 1,472.83 38,589.74 37,772 SERVICE TAX 46.14 1,593.54 1796 22.09 700.96 755 TOTAL BILLABLE COSTS 3,122.16 89,273.44 91,573 1,494.92 39,290.70 38,527 Page 1 of 2 TOTAL COSTS ACTUALS 5/98-10/98 PROJECT TOTAL %OF DESCRIPTION MONTH TO-DATE ESTIMATE ESTIMATE DIRECT COSTS: ENGINEERING 1,380.62 10,201.96 5,760 177.12% OPERATING LABOR 623.58 11,930.10 11,829 100.85% MATERIALS 0.00 19,761.39 30,689 64.39% TRANSPORTATION 0.00 7,271.30 11,420 63.67% CONTRACT LABOR 0.00 20,074.01 16,025 125.27% CONSULTING SERVICES 0.00 8,510.40 12,250 69.47% MISCELLANEOUS EXPENSES 11.39 10,026.09 1,500 668.41% ----------------- ----------------- ----------------- SUBTOTAL 2,015.59 87,775.25 89,473 98.10% INDIRECT COSTS: PAYROLL OVERHEADS 1,492.06 12,108.99 11,828 102.38% MATERIAL OVERHEADS 0.00 7,614.57 6,455 117.96% CONSTRUCTION OVERHEAD 1,345.61 18,556.04 19,793 93.75% ----------------- ----------------- ----------------- SUBTOTAL 2,837.67 38,279.60 38,076 100.53% CONTINGENCY 0.00 0.00 0 0.00% JOBBERS FEE 0.00 0.00 0 0.00% ----------------- ----------------- ----------------- TOTAL DIRECTS&INDIRECTS 4,853.26 126,054.85 127,549 98.83% AFUDC (304.41) 214.79 ----------------- ----------------- TOTAL BEFORE SERVICE TAX 4,548.85 126,269.64 SERVICE TAX 68.23 2,294.50 TOTAL BILLABLE COSTS 4,617.08 128,564.14 Page 2 of 2 i PUG ET SOUND OTHER MISCELLANEOUS BILL ENERGY CUSTOMER ACCOUNT NUMBER SNOHOMISH COUNTY 9883-5477-001-4 ACCOUNT BALANCE AS OF Nov 19, 1998 $41,076,25 PERIODIC INTEREST BILLING CURRENT CHARGES $0.06 FINANCE CHARGE 432 14 CURRENT BILL AMOUNT 432814 TOTAL AMOUNT DUE BY NOVEMBER 30, 1998 $41,508.39 FINANCE CHARGE COMPUTED FROM 10/19/98 THRU 11/19/98 AT AN ANNUAL INTEREST RATE OF 12.000% AVERAGE DAILY BALANCE $41,076.25 X DAILY PERIODIC RATE 0.000328767 SUBTOTAL $13.504515483 X NUMBER OF DAYS IN PERIOD 32 TOTAL INTEREST CHARGE $432.14 AN INTEREST CHARGE OF THE LESSER OF ONE PERCENT PER MONTH OR THE HIGHEST AMOUNT LAWFULLY ALLOWED IN THIS STATE WILL BE MADE ON ALL PAST-DUE ACCOUNTS FROM THE DATE ON WHICH PAYMENT IS DUE. FOR INFORMATION, PLEASE CALL 1-425-454-2000. PUGET SOUND ENERGY TAX ID#91-0374630. When paying in person,please present both portions. When mailing remittance,please mail to Puget Sound Energy,Payment Processing,GEN-02W,Bellevue,WA 98009 Please detach here and return this portion with your payment Current Bill Date Due Amount Due PUG E T Elect Acct: 9883-5477-001-4-03 N O V 30 , 1998 $4 1 ,5 0 8 . 3 9 SOUND ENERGY Please make checks payable to Puget Sound Energy *3EC014 Puget Sound Energy Payment Processing, GEN-02W SNOHOMISH COUNTY P.O. Box 91269 2930 WETMORE AVE, SUITE 101 Bellevue, WA 98009-9269 EVERETT WA 98201-4044 0001 03 00988354770014 000000043214 000004150839 Shuffleton-O'Brien Work Orders WO#9850715 Oaksdale Exit WO#9850716 Channel Widening ACTUALS ACTUALS 5/98- 10/98 PROJECT TOTAL %OF 5/98- 10/98 PROJECT TOTAL %OF DESCRIPTION ITD TO-DATE ESTIMATE ESTIMATE ITD TO-DATE ESTIMATE ESTIMATE DIRECT COSTS: ENGINEERING 1,093.14 7,057.55 4,204 167.88% 287.48 3,144.41 1,556 202.08% OPERATING LABOR 0.00 7,410.31 7,829 94.65% 623.58 4,519.79 4,000 112.99% MATERIALS 365.46 13,417.61 21,060 63.71% (365.46) 6,343.78 9,629 65.88% TRANSPORTATION 0.00 4,957.82 6,520 76.04% 0.00 2,313.48 4,900 47.21% CONTRACT LABOR 0.00 15,718.52 12,720 123.57% 0.00 4,355.49 3,305 131.78% CONSULTING SERVICES 0.00 6,336.78 9,760 64.93% 0.00 2,173.62 2,490 87.29% MISCELLANEOUS EXPENSES 5.50 7,289.81 1,000 728.98% 5.89 2,736.28 500 547.26% --------------- ----------------- ----------------- ----------------- ----------------- ----------------- SUBTOTAL 1,464.10 62,188.40 63,093 98.57% 551.49 25,586.85 26,380 96.99% INDIRECT COSTS: PAYROLL OVERHEADS 1,371.22 8,195.33 7,908 103.63% 120.84 3,913.66 3,920 99.84% MATERIAL OVERHEADS 43.86 4,688.16 4,405 106.43% (43.86) 2,926.41 2,050 142.75% CONSTRUCTION OVERHEAD 418.03 12,468.34 14,371 86.76% 927.58 6,087.70 5,422 112.28% ----------------- ----------------- ----------------- ----------------- ----------------- ---------------- SUBTOTAL 1,833.11 25,351.83 26,684 95.01% 1,004.56 12,927.77 11,392 113.48% CONTINGENCY 0.00 0.00 0 0.00% 0.00 0.00 0 0.00% JOBBERS FEE 0.00 0.00 0 0.00% 0.00 0.00 0 0.00% ----------------- ----------------- ----------------- ----------------- ----------------- ---------------- TOTAL DIRECTS&INDIRECTS 3,297.21 87,540.23 89,777 97.51% 1,556.05 38,514.62 37,772 101.97% AFUDC (221.19) 139.67 0 (83.22) 75.12 0 ----------------- ----------------- ----------------- ----------------- ----------------- ----------------- TOTAL BEFORE SERVICE TAX 3,076.02 87,679.90 89,777 1,472.83 38,589.74 37,772 SERVICE TAX 46.14 1,593.54 1796 22.09 700.96 755 ------------------ ----------------- ----------------- ----------------- I -------------- ----------------- TOTAL BILLABLE COSTS 3,122.16 89,273.44 91,573 1,494.92 39,290.70 38,527 86 ( t. n Page 1 of 2 r JOHN E. NELSON ATTORNEY AT LAW 601 WEST GOWE KENT,WASHINGTON 98032-5745 (253)854-7200 • Fax(253)854-8960 December 30, 1998 Mr. Ronald J. Straka, P.E. Utility Engineer Supervisor Surface Water Utility w Planning/Building/Public Works Dept City of Renton pc `` J P�. 1055 South Grady Way CireeC` Renton, WA 98055 Cn� Re: Drainage District No. One Contribution Oakesdale Extension Project Acct #: r15-0060 Invoice No.: 007755 Dear Mr. Straka: Enclosed please find Warrant No. 0531622 from Drainage District No. One, payable to the City of Renton in the amount of$60,000. This sum is in payment of a contribution which was previously approved by the District for the above-referenced project. For reference, I have also enclosed a copy of the invoice which you previously forwarded to me. Thank you for your kind attention. Your ry truly, Jac lson JEN:a Encl Cc: DD#1 f i CITY OF RENTON INVOICE DATE ACCOUNT: INVOICE CUSTOMER REF PAYMENT DUE FOR INFORMATION CALL 10/29/98 r15-0060 007755 12/03/98 PW- (425) 430-7248 JOHN E. NELSON Attorney at Law 601 WEST GOWE ST KENT, WA 98032-5745 ::DESCRIPTION :I: AMOUNT Springb rook Creek Channel Widening Project- King County Drainage District No. 1 Contribution. K C Drainage District No. 1 has agreed to contribute $60, 000.00 for the widening and improvement to Springbrook Creek that was constructed as part of the Oakesdale Extention Project and funded by Surface Water Utility. The District's contibution will reimburse Surface Water Utility for a portion ($60,000) of the channel improvement costs. (See attached letter dated October 23, 1998) . Total amount due: 60, 000 .00 I FORM3127 10/94 PLEASE REFERENCE INVOICE NUMBER WITH PAYMENT Finance Department • 200 Mill Ave. S. • Renton, Washington 98055 3 l =ti'-59 FUND 08-201-0010 DRAINAGE 1 MAIJ4 &e 19/57COSN� 1250 No.531622 PAYABLE THRU: KEY BANK STATE OF WASHINGTON 1000 SECOND AVE.,SEATTLE,WA 98104-1086 TO: FINANCE DEPARTMENT 12-10-9� 4531522 KING COUNTY,SEATTLE,WA. NOT VALID 1 YEAR FROM ISSUE DATE PAY DOLLARS CENTS • $609000 00 $50,0OO.00 �� acuy �cccsdQ Kat a���zu�ide afi,�ca�n.c,'ated TO THE ORDER CITY OF RENTCN OF III S 3 16 2 2 0 1: 1 2 S 0 0 0 S 7 4 0: 0 1 7 9 S 7 8 311- KING 000N7Y E l.ECUljVE T PUGET SOUND ENERGY Major Projects, Transmission Facsino e Cover Sheet TO Fax #: r7.OP. 'hone M 0 From: S -- Fax #: 2 2 -5155 Telephone #: No. of pages (including cover). Comments: Le Ifyou have any questions regarding the transmittal of this fax, please call Joanna Stedman a} (246)521-5 I29_ Thank you- pugct SourLd Enagy - P.O.Bo)c 97034 - Bdlcvu WA 98009-9734 TOTAL COSTS ACTUALS 5098-10,^98 PROJECT TOTAL. 9'6 OF DESCRIPTION MONTH TO-DATE ESTIMATE ESTIMATE Dl RECT COSTS: ENGINF.ERJNG 1,380.62 10,201.96 5,760 177.12% OPERATTNG LABOR 623.58 11,930.10 11,829 100.85% MATERIALS 0.00 19,761.39 30,689 64.399'0 TRANSPORTATION 0.00 7,271,30 11,420 63,67% CONTRACT LABOR 0.00 20,074.01 16,025 125.27% CONSULTING SERVICES 0.00 8,510.40 12,250 69.471/o vUSCELLANEGUS EXPENSES H.39 10,026.09 1,500 668.41% SUBTOTAL 2,015,59 87,775.25 89,473 98.10% INDIRECT COSTS: PAYROLL OVERHEADS 1,492.06 12,108.919 11,828 102.38% MATERIAL OVERHEADS 0,00 7,614.57 6,455 1 17.%9'0 CONSTRUCTION OVERHEAD 1,345.61 18,556.04 19,793 93.75% SUBTOTAL 2,837.67 38,279.60 38,076 100.53% CONTINGENCY 0.00 0.00 0 0.00% JOBBERS FEE 0.00 0.00 0 0.004/0 TOTAL DIRECTS&INDLRECTS 4,853.26 126,054.85 127,g9 98.83% AFUDC (304.41) 214.79 TOTAL BEFORE SERVICE TAX 4,548.55 126,269.64 SERVICE TAX 68.23 2,294.50 TOTAL BILLABLE COSTS 4,617.09 128,564.14 Page 2 of 2 Shuf letan-O'BrienWorkOrders WO N9850715 Oaksdate Exit WON 98SD716 Channel Widening ACTUALS ACTUALS 5198-1038 PROJECT TOTAL %u OF 5.198- 10" PROJECT TOTAL 'b OF DESCRUMOLi 17D TO-DATE ESTIMATE ESTIMATE ITD TO-DATE ESTIMATE ESTT ATE DIRECT COSTS: ENGINEERING 1,093.14 7,057,55 4,2D4 167,8801. 287,48 3,144.41 1,556 202.0S% OPERATING LABOR 0.00 7,410.31 7,829 94.63% 623.59 4,519.79 4,000 112.990V3 MATERIALS 365.46 13,417.61 21,060 63.71% (365.46) 6,343.78 9,629 65.89% TRANSPORTATION 0.00 4,957.82 6,520 76.04% 0.00 2,313.48 4,900 47.21%, CONTRACT LABOR D.00 15,718.52 12,720 123.57% 0.00 4,355.49 3,305 131.78%u CONSUL"ING SERVICES 0.00 6,336.79 9,760 64.93% 0.00 2,173.62 2,490 87.29% MISCELLANEOUS EXPENSES 5.50 7,299.81 1,000 728,980,4 5.89 2,736,28 500 547.26% SUBTOTAL 1,464.10 62.188.40 63,093 98.57% 551.49 25,586.95 26,380 96.W% INDIRECT COSTS: PAYROLL OVERHEADS 1,371.22 8,195.33 7,9D8 1D3,63%a 12D.84 3,913.66 3,92D 99.941/o 1vLgTERIAL OVERHEADS 43.86 4,688.16 4,405 L06.43% (43.96) 2,926.41 2,050 142.75% CONSTRUCTION OVERHEAD 418.03 12,468.34 14,371 86.760,10 927.58 6,087.70 5,422 11218% SUBTOTAL t,833.11 25,351,83 26,694 95.01%u 1,004.56 12,927.77 11,392 113.481/6 CONTINGENCY 0.00 0.00 0 0.00°'0 0.00 0.00 0 0.001.1, JOBBERS FEL• 0.00 0.00 0 0.00% D.00 0.00 0 0.00% TOTAL DIRECTS&1NDIRECTS _ 3,297.21 87,540.23 _ y 89,777 97.51% 1,556.05 38,514.62 37,172 101,97% AFUDC (22 L.19) 139.67 0 (83.22) 75,t2 0 TOTAL BEFORE SERVICE TAX 3,076.02 87,679.90 89,777 1,472.93 39,589.74 37,772 SERVICE TAX 46.14 1,593.54 1796 22.09 700.96 755 TOTAL BILLABLE COSTS 3,122.16 89,273.44 91,573 1,494.92 39,290.70 33,527 Page I of 2 Sow '�le,�.-sue Q.ro�..�a �- Q•►�(+�-...1; ?("c F..e,3"AA, f.� ar- T%-- PUG ET ?%E w•�k. SOUND ENERGY �Z- 4100� � 6/icr1s June 2, 1998 City of Renton Public Works JUN 81998 200 Mill Avenue South Renton, WA 98005 CITY OF RENTON Engineering Dept. Attn.: Lin Wilson- 5"'Floor Ron Straka - 4`h Floor RE: Invoice for Oakesdale Extension and Springbrook Creek Channel Widening Inception through April 29, 1998 Dear Mr. Wilson and Mr. Straka; Please find enclosed the invoice for the Oakesdale Extension and Springbrook Creek Channel Widening projects. This invoice includes activity through April 29, 1998. Please return the"Other Miscellaneous Bill" stub with your payment. A final bill will be rendered upon completion of the following closeout activities; 1. Re-establish pole `/ (Station 00+) in its final position. PSE performed additional work at the request of the City to brace the pole during construction cuts for the Springbrook Creek Channel Widening. This work has been charged to work order#9850716. 2. Drafting of as-built drawings. 3. Establishment of the PSE easement in a position superior to the conveyance of the Oakesdale right-of-way to the City of Renton. PSE staff time and any legal review necessary to resolve the easement issue is part of the project cost and will necessarily be billed to the City of Renton. Nick Floros, PSE Real Estate Representative will administer the preparation and execution of real estate documents on behalf of the project. He can be reached at (206) 521-2379. If you have any questions please call me at 206-521-5076. Sincerely, Janet K. Olsen Project Manager PUG ET SOUND OTHER MISCELLANEOUS BILL ENERGY ATTENTION: This letter is in reference to your electric balance only. CUSTOMER ACCOUNT NUMBER CITY OF RENTON PUBLIC WORKS 9882-4663-001-2 ACCOUNT BALANCE AS OF May 28, 1998 $0,00 RE: RELOCATION OF THE SHUFFLETON-O'BRIEN 11 LINE W019850715 & W019850716• COSTS REFLECT INCEPTION-TO-DATE fHRU 5/9/98: - DIRECT COSTS 85,759.66 - INDIRECT COSTS 35,441,93 - AFUDC 519,20 - SERVICE TAX CURRENT BILL AMOUNT 123,947,06 TOTAL AMOUNT DUE BY JUNE 08, 1998 $123,947.06 SvItF eac Pc. W A+�E tip U1�4-��' ':���1�t C�Ratbtj� G(j,,,E L'1G. VJ�k r,• : +,,;"� r.:..,.,��,!n'�" *4t1,OW400, 0(a. 5-9GO. alai$, G5-r06SZss (63z3S�-/54` -o AMmAvT 7a /3 E e ,t v . It AN INTEREST CHARGE OF THE LESSER OF ONE PERCENT PER MONTH OR THE HIGHEST AMOUNT LAWFULLY ALLOWED IN THIS STATE WILL BE MADE ON ALL PAST-DUE ACCOUNTS FROM THE DATE ON WHICH PAYMENT IS DUE. FOR INFORMATION, PLEASE CALL 1-425-454-2000. PUGET SOUND ENERGY TAX ID#91-0374630. When paying in person,please present both portions. When mailing remittance,please mail to Puget Sound Energy,Payment Processing,GEN-02W,Bellevue,WA 98009 Please detach here and return[his portion with your payment Current Bill Date Due Amount Due PUGET Elect Acct: 9882-4663-001-2-03 J U N 08 , 1998 $ 12 3 , 9 4 7 . 0 6 SOUND ENERGY Please make checks payable to Puget Sound Energy )E*C087 Puget Sound Energy Payment Processing, GEN-02W CITY OF RENTON PUBLIC WORKS P.O. Box 91269 LIN WILSON Bellevue, WA 98009-9269 200 MILL AVE S - 5TH FLOOR RENTON WA 98055-2132 0001 03 00988246630012 000012394706 000012394706 Shuflleton-O'Brien Work Orders WO#9850715 Oaksdale Exit WO#9850716 Channel Widening ACTUALS ACTUALS 1/98-4/98 PROJECT TOTAL %OF 1/98-4/98 PROJECT TOTAL %OF DESCRIPTION ITD TO-DATE ESTIMATE ESTIMATE ITD TO-DATE ESTIMATE ESTIMATE DIRECT COSTS: ENGINEERING 5,964.41 5,964.41 4,204 141.87% 2,856.93 2,856.93 1,556 183.61% OPERATING LABOR 7,410.31 7,410.31 7,829 94.65% 3,896.21 3,896.21 4,000 97.41% MATERIALS 13,052.15 13,052.15 21,060 61.98% 6,709.24 6,709.24 9,629 69.68% TRANSPORTATION 4,957.82 4,957.82 6,520 76.04% 2,313.48 2,313.48 4,900 47.21% CONTRACT LABOR 15,718.52 15,718.52 12,720 123.57% 4,355.49 4,355.49 3,305 131.78% CONSULTING SERVICES 6,336.78 6,336.78 9,760 64.93% 2,173.62 2,173.62 2,490 87.29% MISCELLANEOUS EXPENSES 7,284.31 7,284.31 1,000 728.43% 2,730.39 2,730.39 500 546.08% ----------------- ----------------- ----------------- ----------------- ----------------- ----------------- SUBTOTAL 60,724.30 60,724.30 63,093 96.25% 15,035.36 25,035.36 26,380 94.90% INDIRECT COSTS: PAYROLL OVERHEADS 6,824.11 6,824.11 7,908 86.29% 3,792.82 3,792.82 3,920 96.76% MATERIAL OVERHEADS 4,644.30 4,644.30 4,405 105.43% 2,970.27 2,970.27 2,050 144.89% CONSTRUCTION OVERHEAD 12,050.31 12,050.31 14,371 83.85% 5,160.12 5,160.12 5,422 95.17% ----------------- ----------------- ----------------- ----------------- ----------------- ----------------- SUBTOTAL 23,518.72 23,518.72 26,684 88.14% 11,923.21 11,923.21 11,392 104.66% CONTINGENCY 0.00 0.00 0 0.00% 0.00 0.00 0 0.00% JOBBERS FEE 0.00 0.00 0 0.00% 0.00 0.00 0 0.00% ----------------- ----------------- ----------------- ----------------- ----------------- ----------------- TOTAL DIRECTS&INDIRECTS 84,243.02 84,243.02 89,777 93.84% 36,958.57 36,958.57 37,772 97.85% AFUDC 360.86 360.86 0 158.34 158.34 0 ----------------- ----------------- ----------------- ----------------- ----------------- ----------------- TOTAL BEFORE SERVICE TAX 84,603.88 84,603.88 89,777 37,116.91 37,116.91 37,772 SERVICE TAX 1,547.40 1,547.40 1796 678.87 678.87 755 TOTAL BILLABLE COSTS 86,151.28 86,151.28 91,573 37,795.78 37,795.78 38,527 Acct 4ai o 6cx>,a� ,s fc�.da3s.LS, Z. �6Jol��,�•r.) �GSzsS�s�7o� Page I of 2 TOTAL COSTS ACTUALS 1/98-4/98 PROJECT TOTAL %OF DESCRIPTION MONTH TO-DATE ESTIMATE ESTIMATE DIRECT COSTS: ENGINEERING 8,821.34 8,821.34 5,760 153.15% OPERATING LABOR 11,306.52 11,306.52 11,829 95.58% MATERIALS 19,761.39 19,761.39 30,689 64.39% TRANSPORTATION 7,271.30 7,271.30 11,420 63.67% CONTRACT LABOR 20,074.01 20,074.01 16,025 125.27% CONSULTING SERVICES 8,510.40 8,510.40 12,250 69.47% MISCELLANEOUS EXPENSES 10,014.70 10,014.70 1,500 667.65% ---------------- --------------- ---------------- SUBTOTAL 85,759.66 85,759.66 89,473 95.85% INDIRECT COSTS: PAYROLL OVERHEADS 10,616.93 10,616.93 11,828 89.76% MATERIAL OVERHEADS 7,614.57 7,614.57 6,455 117.96% CONSTRUCTION OVERHEAD 17,210.43 17,210.43 19,793 86.95% ---------------- -------------- ---------------- SUBTOTAL 35,441.93 35,441.93 38,076 93.08% CONTINGENCY 0.00 0.00 0 0.00% JOBBERS FEE 0.00 0.00 0 0.00% ---------------— ----------------- ----------------- TOTAL DIRECTS&INDIRECTS 121,201.59 121,201.59 127,549 95.02% AFUDC 519.20 519.20 ----------------- ----------------- TOTAL BEFORE SERVICE TAX 121,720.79 121,720.79 SERVICE TAX 2,226.27 2,226.27 ------- ----------------- TOTAL BILLABLE COSTS 123,947.06 123,947.06 Page 2 of 2 o_actprt Account Information Page: 70 09/25/1998 08:54:05 City of Renton ------------ Account No: E 421.000600.018.5960.0038.65.065285 Title: SPRINGBRK CREED CHNL WIDENING Fiscal Year: 1998 Debit/Credit D Account Class: Budgeted? : Y Year End Estimate: 0.00 Status Code 0 Allotment? N JC Required? Y Locked? : N Standard Acct?: N Budget Acct: -------------------------------------------Account History------------------------------------------- YearOrig. Budget Adjustments Encumbrances Expenditures Balance ----------------------------------------------------------------------------------------------------- 1997 0.00 327,333.00 0.00 0.00 327,333.00 ------------------------------------------Account Activity Per Orig. Budget Adjustments Encumbrances Expenditures Balance ----------------------------------------------------------------------------------------------------- 1 20,000.00 0.00 6,012.16 2,237.55 11,750.29 2 0.00 0.00 -1,334.93 3,045.69 10,039.53 3 0.00 225,917.00 0.00 562.41 235,394.12 4 0.00 0.00 -1,166.06 33,676.32 202,883.86 5 0.00 0.00 0.00 3,201.98 199,681.88 6 0.00 0.00 0.00 99,652.66 100,029.22 7 0.00 0.00 0.00 72,961.96 27,067.26 8 0.00 0.00 0.00 27,127.17 -59.91 9 0.00 0.00 0.00 41,121.84 -41,181.75 Totats: 20,000.00 225,917.00 3,511.17 283,587.58 -----------------------------------------------------Transaction Detail.--------------- ------------------------------ Per Jrnat Doc Type Doc Date Post Date Group Reference Description Amount D/C -------------------------------------------------------------------------------------------------------------------------------- 1 AP PO encumber 01/14/1998 01/14/1998 Lferking 8180020 CAG'97-044 Gage 6,012.16 Vend: 056490 NW HYDRAULIC CONSULTANTS INC 1 GJ GJ cashtrans 01/30/1998 02/05/1998 tr01*30*98 98-01-009 Dec-97 Soft CIP 2,237.55 D J 65285/5200 < 2,237.55) 2 AP IN invoice 02/26/1998 02/26/1998 dmain 3263 CAG 97-044 Gage 1,334.93 D Vend: 056490 NW HYDRAULIC CONSULTANTS INC Chk#: 156424 J 65285/5430 ( 1,334.93) 2 AP LI encumber 02/26/1998 02/26/1998 dmain 3263 CAG 97-044 Gage -1,334.93 Vend: 056490 NW HYDRAULIC CONSULTANTS INC Chk#: 156424 2 GJ GJ cashtrans 02/27/1998 03/03/1998 tr02/27/98 98-02-005 JAN-98 SOFT CIP 1,710.76 D J 65285/5200 ( 1,710.76) 3 GJ BA budadjust 03/23/1998 04/15/1998 lzurhort ORD4710421 ORD4710-Carry Fwd Bdgt Adj 225,917.00 3 GJ GJ cashtrans 03/26/1998 03/30/1998 tr03/26/98 98-03-006 FEB-98 SOF CIP 562.41 D J 65285/5200 ( 562.41) 4 AP IN invoice 04/07/1998 04/07/1998 margied CAG 98-001 CAG 98-001 12,402.99i/ D Vend: 071019 SCARSELLA BROTHERS INC Chk#: 158406 J 65285/5460 ( 12,402.99) 4 AP IN invoice 04/21/1998 04/21/1998 margied 3362 CAG 97-044 Gage 1,166.06 D Vend: 056490 NW HYDRAULIC CONSULTANTS INC Chk#: 158752 J 65285/5430 ( 1,166.06) ------------------------------------------------------------------------------------------------------------------------------------ Page: 70 o_actprt Account Information Page: 71 09/25/1998 08:54:07 City of Renton Acct No: E 421.000600.018.5960.0038.65.065285 SPRINGBRK CREED CHNL WIDENING (Continued) --------------------------------------- Transaction DetaiL--------------------------------------------------------- Per JrnaL Doc Type Doc Date Post Date Group Reference Description Amount D/C -------------------------------------------------------------------------------------------------------------------------------- 4 AP LI encumber 04/21/1998 04/21/1998 margied 3362 CAG 97-044 Gage -1,166.06 Vend: 056490 NW HYDRAULIC CONSULTANTS INC Chk#: 158752 4 GJ GJ cashtrans 04/22/1998 04/23/1998 tr04/22/98 TR98-04-007 SPRINGBROOK WIDENING PROJ 19,200.00 D J 25105/5160 ( 19,200.00) 4 GJ GJ cashtrans 04/28/1998 04/30/1998 tr04/28/98 98-04-008 Mar-98 Soft CIP 308.67 D J 65285/5200 ( 308.67) / 4 GJ GJ genjrnal 04/28/1998 04/30/1998 je04/28/98 JE4-23 CAG-98-001 Scarsella Bros 598.60 D ✓ J 65285/5460 ( 598.60) 5 AP IN invoice 05/06/1998 05/06/1998 margied CAG 98-001 Oaksdale 3,004.40 D Vend: 071019 SCARSELLA BROTHERS INC Chk#: 159279 J 65285/5460 ( 3,004.40) 5 GJ GJ cashtrans 05/27/1998 05/28/1998 tr05/27/98 98-05-005 APR-98 SOFT CIP 197.58 D J 65285/5200 ( 197.58) 6 AP IN invoice 06/05/1998 06/05/1998 margied CAG 98-001 CAG 98-001 98,827.64 D Vend: 071019 SCARSELLA BROTHERS INC Chk#: 160238 J 65285/5460 ( 98,827.64) 6 GJ GJ cashtrans 06/29/1998 06/30/1998 tr06/29/98 TR98-06-003 WATER SOFT CAPITAL TRFR 102.18 D J 65285/5200 ( 102.18) 6 GJ GJ cashtrans 06/29/1998 06/30/1998 tr06/29/98 TR98-06-003 WATER SOFT CAPITAL TRFR 722.84 D J 65285/5200 ( 722.84) 7 AP IN invoice 07/06/1998 07/06/1998 margied CAG 98-001 CAG 98-001 33,920.50 D Vend: 071019 SCARSELLA BROTHERS INC Chk#: 161264 J 65285/5460 ( 33,920.50) 7 AP IN invoice 07/08/1998 07/08/1998 dmain 98824663001 SURFACE WATER UTILITY SPRINGBR 37,795.78 D Vend: 064290 PUGET SOUND ENERGY Chk#: 161228 PA"''r �'Idr.7• J 65285/5470 ( 37,795.78) 7 GJ GJ cashtrans 07/30/1998 08/04/1998 tr07/30198 TR98-07-005 JUNE-98 SOFT CIP 97.30 D J 65285/5200 ( 97.30) 7 GJ GJ cashtrans 07/30/1998 08/04/1998 tr07130/98 TR98-07-005 JUNE-98 SOFT CIP 1,148.38 D J 65285/5200 ( 1,148.38) 8 AP IN invoice 08/11/1998 08/11/1998 margied CAG 98-001 CAG 98-001 18,350.67 Dt� Vend: 071019 SCARSELLA BROTHERS INC Chk#: 162366 J 65285/5460 ( 18,350.67) 8 GJ GJ genjrnal 08/24/1998 08/26/1998 je08/24/98 JE8-30 CAG-98-001, SCARSELLA BRO. #2 145.00 D✓ J 65285/5460 ( 145.00) 8 GJ GJ genjrnal 08/24/1998 08/26/1998 je08/24/98 JE8-33 CAG-98-001 SCARSELLA BRO. #4 4,769.67 D J 65285/5460 ( 4,769.67) 8 GJ GJ genjrnal 08/24/1998 08/26/1998 je08/24/98 JE8-36 CAG-98-001 SCARSELLA BRO #6 885.65 D J 65285/5460 ( 885.65) 8 GJ GJ genjrnal 08/24/1998 08/26/1998 je08/24/98 JE8-39 CAG-98-001 SCARSELLA BRO. #5 1,637.00 D'✓ J 65285/5460 ( 1,637.00) 8 GJ GJ cashtrans 08/24/1998 08/26/1998 tr08/24/98 TR98-08-003 JULY-98 SOFT CIP 552.34 D J 65280/5200 ( 552.34) 8 GJ GJ cashtrans 08/24/1998 08/26/1998 tr08/24/98 TR98-08-003 JULY-98 SOFT CIP 786.84 D J 65285/5200 ( 786.84) ------------------------------------------------------------------------------------------------------------------------------------ Page: 71 o_actprt Account Information Page: 72 09/25/1998 08:54:08 City of Renton Acct No: E 421.000600.018.5960.0038.65.065285 SPRINGBRK CREED CHNL WIDENING (Continued) -----------------------------------------------------Transaction Detait--------------------------------------------------------- . Per Jrnal Doc Type Doc Date Post Date Group Reference Description Amount D/C -------------------------------------------------------------------------------------------------------------------------------- 9 AP IN invoice 09/08/1998 09/08/1998 margied CAG 98-001 CAG 98-001 20,560.92 D Vend: 071019 SCARSELLA BROTHERS INC Chk#: 163216 J 65285/5460 ( 20,560.92) 9 GJ GJ genjrnal 09/10/1998 09/10/1998 je09/10/98 JE9-14 CAG-98-001 SCARSELLA BRO #7 20,560.92 D J 65285/5460 ( 20,560.92) Budget Adjustments: 225,917.00 Encumbrances: 3,511.17 Activity: 283,587.58 -3(.36�'' N 07-f- zS13- H�ti t'S►7 �syv�G,:v��r �yf,, c 3U�N4b �0 2 5-I H S fF Gus�S, ZI AYS LIP WFJ lOs�$S 2Q 1 q S�e c, i.m_s �SJ-C � �vSfrvo�^n ------------------------------------------------------------------------------------------------------------------------------------ Page: 72 TO: FINANCE DIRECTOR FROM: TRANSPORTATION SYSTEMS DIRECTOR CONTRACTOR: Scarsella Bros., Inc. CONTRACT NO. CAG 98-001 ESTIMATE NO. 7 PROJECT: Oakesdale Avenue SW Extension SW 27th Street to SW 16th Street 1. CONTRACTOR EARNINGS THIS ESTIMATE $ 467,761.95 2. SALES TAX @ 8.60% $ 1,706.79 3. TOTAL CONTRACT AMOUNT THIS ESTIMATE $ 469,468.74 4. EARNINGS PREVIOUSLY PAID CONTRACTOR $ 2,924,142.99 5. * EARNINGS DUE CONTRACTOR THIS ESTIMATE $ 444,373.85 6. SUBTOTAL-CONTRACTOR PAYMENTS $ 3,368,516.84 7. RETAINAGE ON PREVIOUS EARNINGS $ 153,902.25 8. ** RETAWAGE ON EARNINGS THIS ESTIMATE $ 23,388.10 9. SUBTOTAL-RETAINAGE $ 177,290.35 10. SALES TAX PREVIOUSLY PAID $ 19,026.03 11. SALES TAX DUE THIS ESTIMATE $ 1,706.79 12. SUBTOTAL-SALES TAX $ 20,732.82 * (95Y.xLINE1) ** (RETAINAGE:5%) GRAND TOTAL: S 3,566,540.01 FINANCE DEPARTMENT ACTION: PAYMENT TO CONTRACTOR(Lines 5 and 11): SCHEDULE'A' ACCOUNT 105/000022/016.5950.0030.60/25104/5460 $ 425,519.72 SCBEDULE'B' ACCOUNT 421.000600.018.5960.0038.65.065285/65285/5460 $ 20,560.92 SCBEDULE'C' ACCOUNT 421.000400.018.5960.0035.65.045285/45285/5460 $ - $446,08&64 RETAINED AMOUNT(Line 8): SCHEDULE'A' ACCOUNT 105/000022/016.5950.0030.60/25104/5460 $ 22,395.77 SCHEDULE'B' ACCOUNT 421.000600.018.5960.0038.65.065285/65285/5460 $ '992.32 SCBEDULE'C' ACCOUNT 421.000400.018.5960.0035.65.045285/45285/5460 $ - $ 23,388.10 TOTAL THIS ESTIMATE: $ 469,468.74 CHARTER 116,LAWS OF 1965 CITY OF RENTON CERTIFICATION I,THE UNDERSIGNED DO HEREBY CERTIFY UNDER PENALTY OF PERJURY,THAT THE MATERIALS HAVE BEEN FURNISHED,THE SERVICES RENDERED OR THE LABOR PERFORMED AS DESCRIBED HEREIN,AND THAT THE CLAIM IS A JUST,DUE AND UNPAID OBLIGATION AGAINST THE CITY OF RENTON,AND THAT I AM AUTHORIZED TO AUTHENTICATE AND CERTIFY TO SAID CLAIM SIGNED: OAKESDALE AVENUE CAG 98-001 PAY ESTIMATE 7 SCHEDULE A-ROADWAY Week ITEM BID 8/3/98 8110/98 8/17/98 8/24/98 Previous Previous This This Total NO. QUANTITY UNITS ITEM T UNIT PRICE AMOUNT 817/98 8/14/98 8/21/98 8/28/98 Quantity Amount Quantity Amount Quantity Total Amount %Complete Al 1 LS Mobilization 1-09.7 $ 347,500.00 $ 347,500.00 1.00 $ 347,500.00 $ 1.00 $ 347,500.00 100.00% A2 7.40 AC Clearing and Grubbing 2-01 $ 4,000.00 $ 29,600.00 7.40 $ 29,600.00 $ 7.40 $ 29,600.00 100.00°A A3 970 LF Clearing Limit Fence 2-01 $ 5.00 $ 4,850.00 1720.00 $ 8,600.00 $ 1720.00 $ 8,600.00 177.32% A4 1 LS Removal of Structures and Obstructions 2-02 $ 30,000.00 $ 30,000.00 0.05 0.95 $ 28,500.00 0.05 $ 1,500.00 1.00 $ 30.000.00 100.00% A5 1 LS Remove Existing Retaining Wall 2-02 $ 3,000.00 $ 3,000.00 $ _ $ _ $ A6 350 LF Saw Cutting 2-02 $ 3.50 $ 1,225.00 348.00 205.00 $ 717.50 348.00 $ 1,218.00 553.00 $ 1,935.50 158.00% A7 5,664 SY Remove Asphalt Concrete Pavement 2-02 $ 3.00 $ 16,992.00 1868.44 4074.00 $ 12,222.00 1888.44 $ 5,605.32 5942.44 $ 17,827.32 104.92% A8 300 LF Remove and Reset Chain Link Fence 2-02 $ 9.50 $ 2,850.00 228.00 $ 2,166.00 $ - 228.00 $ 2,166.00 76.00% A9 1 EA Remove and Reset Metal Gate 2-02 $ 1,000.00 $ 1,000.00 0.50 0.50 $ 500.00 0.50 $ 500.00 1.00 $ 1,000.00 100.00% A10 610 LF Remove Paint Stripe 8-22 $ 0.50 $ 305.00 610.00 $ 610.00 $ 305.00 610.00 $ 305.00 100.00% All 7 EA Remove Painted Traffic Arrow 8-22 $ 20.00 $ 140.00 5.00 $ 5.00 $ 100.00 5.00 $ 100.00 71.43% Al2 1.0 HUND. Remove Raised Pavement Markers 2-02 $ 75.00 $ 75.00 1.00 $ 1.00 $ 75.00 1.00 $ 75.00 100.00% A13 1 LS Relocate Irrigation System 1-07.17 $ 31,425.00 $ 31 425.00 0.25 $ 0.25 $ 7,856.25 0.25 $ 7,856.25 25.00°A A14 1 LS Utility Relocations and Protection 1-07.17 $ 40,000.00 $ 40,000.00 0.26 0.70 $ 28,000.00 0.25 $ 10,000.00 0.95 $ 38,000.00 95.00% A15 7,564 CY Roadway Excavation,including Haul 2-03 $ 4.00 $ 30,256.00 500.00 7331.01 $ 29,324.04 500.00 $ 2,000.00 7831.01 $ 31,324.04 103.53% A16 I CY Channel Excavation,including Haul 2-10 $ 8.75 $ 5,600.00 640.00 $ 5,600.00 $ - 640.00 $ 5,600.00 100.00% A17 10,674 CY Water Quality Pond Excavation,including Haul 2-03 $ 8.75 $ 93,397.50 10674.00 $ 93,397.50 $ - 10674.00 $ 93,397.50 100.00% A18 20,500 CY Mitigation Welland Excavation,including Haul 8-32 $ 8.75 $ 179,375.00 20500.00 $ 179,375.00 $ - 20500.00 $ 179,375.00 100.00% A19 100 CY Unsuitable Foundation Excavation,including Haul 2-03 $ 15.50 $ 1,550.00 212.29 $ 3,290.50 $ - 212.29 $ 3,290.50 212.29% A20 280 TON Quarry Spells 8-16 $ 30.00 $ 8,400.00 544.38 $ 16331.40 $ - 544.38 $ 16,331.40 194.42% A21 29,325 TON Gravel Borrow,including Haul 2-03 $ 8.85 $ 259,526.26 144.84 442.28 689.26 33257.38 $ 294,327.81 1276.38 $ 11,295.96 34533.76 $ 305,623.78 117.76% A22 1,299 CY Structure Excavation Class A,including Haul 2-09.3(3) $ 8.75 $ 11,366.25 1473.06 $ 12,889.28 $ - 1473.06 $ 12,889.28 113.40°A A23 1 LS Shoring or Extra Excavation,Class A 2-09 $ 20.000.00 $ 20,000.00 1.00 $ 20,000.00 $ 1.00 $ 20,000.00 100.00% A24 990 SF Shoring or Extra Excavation,Class B 2-09 $ 2.00 $ 1,980.00 $ - $ _ $ _ A25 201 CY Gravel Badkfill for Abutment Wall 2-09 $ 30.00 $ 6,030.00 278.83 $ 8,364.90 $ - 278.83 $ 8,364.90 138.72% A26 1,254 TON Gravel Badkfill for Trench 2-09 $ 8.85 $ 11,097.90 940.00 $ 8,319.00 $ - 940.00 $ 8,319.00 74.96% A27 3,171 TON Gravel Badkfill for Modular Block Walt 2-09 $ 8.85 $ 28,063.35 2359.26 177.55 1349.65 $ 11,944.40 2536.81 $ 22,450.77 3886.46 $ 34,395.17 122.56% A28 58 LF Corrugated Polyethylene Storm Sewer Pipe-8"dia. 7-04 $ 15.15 $ 878.70 17.00 142.00 $ 2,151.30 17.00 $ 257.55 159.00 $ 2,408.85 274.14% A29 1,705 LF Corrugated Polyethylene Storm Sewer Pipe-12"dia.7-04 $ 18.55 $ 31,627.75 0 1733.00 $ 32,147.15 $ - 1733.00 $ 32,147.15 101.64/o A30 234 LF Corrugated Polyethylene Storm Sewer Pipe-18"dia.7-04 $ 23.35 $ 5,463.90 234.00 $ 5,463.90 $ 234.00 $ 5,463.90 100.00% A31 1,047 LF Corrugated Polyethylene Storm Sewer Pipe-24"dia.7-04 $ 29.65 $ 31,043.55 1018.00 $ 30,183.70 $ 1018.00 $ 30,183.70 97.23% A32 811 LF Ductile Iron Storm Sewer Pipe-12"dia. 7-04 $ 33.15 $ 26,884.65 833.00 $ 27,613.95 $ - 833.00 $ 27,613.95 102.71% A33 396 LF Ductile Iron Storm Sewer Pipe-18"dia. 7-04 $ 44.25 $ 17,523.00 396.00 $ 17,523.00 $ - 396.00 $ 17,523.00 100.00% A34 145 LF Dudile Iron Storm Sewer Pipe-24"dia. 7-04 $ 86.35 $ 12,520.75 143.00 $ 12,348.05 $ - 143.00 $ 12,348.05 98.62% A35 9 EA Adjust Catch Basin 7-05.3(1) $ 250.00 $ 2,250.00 $ - $ - $ - A36 4 EA Connection to Existing Pipe 7-05.3(3) $ 200.00 $ 800.00 $ - $ _ $ A37 4 EA Connection to Existing Catch Basin 7-05.3(3) $ 200.00 $ 800.00 4.00 $ 800.00 $ - 4.00 $ 800.00 100.00% A38 3 EA Concrete Inlet 7-05 $ 500.00 $ 1,500.00 4.00 $ 2,000.00 $ 4.00 $ 2,000.00 133.33% A39 29 EA Catch Basin-Type 1 7-05 $ 700.00 $ 20,300.00 1.00 29.00 $ 20,300.00 1.00 $ 700.00 30.00 $ 21,000.00 103.45% A40 9 EA Catch Basin-Type 2-48"dia. 7-05 $ 1,675.00 $ 15,075.00 9.00 $ 15,075.00 $ - 9.00 $ 16.075.00 100.00% A41 2 EA Catch Basin-Type 2-72"dia. 7-05 $ 5,500.00 $ 11,000.00 2.00 $ 11,000.00 $ 2.00 $ 11,000.00 100.00% A42 Not Used $ - $ - $ $ $ A43 1 EA Debris Barrier 2-24"dia 7-04 $ 500.00 $ 500.00 $ $ $ A44 10 EA Cap Pipe End 7-04 $ 60.00 $ 500.00 10.00 $ 500.00 $ 10.00 $ 500.00 100.00% A45 9 EA Stake Pipe End 7-04 $ 50.00 $ 450.00 10.00 $ 500.00 $ - 10.00 $ 500.00 111.11% A46 1 LS Water Quality Ponds 7-05 $ 18,000.00 $ 18,000.00 0.95 $ 17,100.00 $ 0.95 $ 17,100.00 95.00% A47 1 LS Water Quality Vault 7-05 $ 57,500.00 $ 57,500.00 0.05 0.95 $ 54,625.00 0.05 $ 2,875.00 1.00 $ 57,500.00 100.00% A48 488 CY Soil Excavation for Shaft,incl.Haul-V dia. 6-13 $ 210.00 $ 102,480.00 486.00 $ 102,060.00 $ - 486.00 $ 102,060.00 99.59% A49 1 FA Removal of Shaft Obstruction 6-13 $ 5,000.00 $ 5,000.00 $ - $ $ - A50 137,939 LB Steel Reinforcing Bar 6-02.5 $ 0.50 $ 68,969.50 135264.00 $ 67,632.00 $ 135264.00 $ 67,632.00 98.06% A51 488 CY Concrete Class 4000W for Shaft 6-02 $ 92.00 $ 44,896.00 487.96 $ 44,892.32 $ 487.96 $ 44,892.32 99.99% A52 311 CY Concrete Class 4000 for Bridge 6-02 $ 250.00 $ 77,750.00 315.24 $ 78,810.00 $ 315.24 $ 78,810.00 101.36% A53 1 LS Superstructure,Springbrook Creek Bridge 6-02 $ 500,000.00 $ 500,000.00 0.13 0.85 $ 425,000.00 0.13 $ 65,000.00 0.98 $ 490,000.00 98.00% A54 1 CALC. Deficient Strength Concrete Price Adjustment 6-02.3(5) $ - $ $ - $ _ $ _ A55 1 CALC. Slump and Air Price Adjustment 6-02.3(5) $ - $ - $ _ $ $ A56 301 LF Pedestrian Barrier 6-10 $ 57.00 $ 17,157.00 153.15 $ - 163.15 $ 8,729.55 153.15 $ 8,729.55 50.88% A57 5,386 SF Modular Block Wall 8-28 $ 15.00 $ 80,790.00 137.00 257.00 152.00 1332.00 3742.00 $ 56,130.00 1876.00 $ 28,170.00 5620.00 $ 84,300.00 104.34% A58 777 LF Handrail 6-06 $ 55.00 $ 42,735.00 $ - $ _ $ _ A59 777 LF Railing Seat 6-10 $ 80.00 $ 62,160.00 $ - $ _ $ A60 4,581 TON Crushed Surfacing Top Course 4-04 $ 11.75 $ 53,826.75 797.08 60.79 123.68 877.67 3710.78 $ 43,601.67 1859.222 $ 21,845.84 5570.00 $ 65,4 77.50 121.59% A61 100 SY Planing Bituminous Pavement 5-04.3(14) $ 20.00 $ 2,000.00 $ _ $ $ _ A62 2,658 TON Asphalt Concrete Pavement Class A 5-04 $ 30.00 $ 79,740.00 16.42 $ 492.60 $ 16.42 $ 492.60 0.62% A63 7,690 TON Asphalt Concrete Pavement Class E 5-04 $ 26.50 $ 203,785.00 _ 4709.02 $ 124,789.03 $ 4709.02 $ 124,789.03 61.24% A64 137 CY Concrete Class 4000 for Bridge Approach Slab 5-05.3(19) $ 155.00 $ 21,235.00 133.05 $ 133.05 $ 20,622.75 133.05 $ 20,622.75 97.12% A65 66 EA Bridge Approach Slab Anchor 5-05.3(19) $ 30.00 $ 1,980.00 66.00 $ 66.00 $ 1,980.00 66.00 $ 1,980.00 100.00. A66 24,244 LB Steel Reinforcing Bar for Bridge Approach Slab 5-05.3(19) $ 0.50 $ 12,122.00 26401.00 $ 26401.00 $ 13,200.50 26401.00 $ 13,200.50 108.90% A67 10,314 LB Epoxy-Coated Steel Reint Bar for Br.Appr.Slab 5-05.3(19) $ 0.67 $ 6,910.38 9284.00 $ 9284.0J $ 6,220.28 9284.00 $ 6,220.28 90.01% A68 1 FA Temporary Water Pollution/Erosion Control 1-07.15 $ 3,500.00 $ 3,500.00 $ $ $ A69 5,458 LF Construction Geotextile for Temporary Silt Fence 2-12 $ 4.00 $ 21,832.00 5458.00 $ 21,832.00 $ - 5458.00 $ 21,832.00 100.00% A70 673 SY Construction Geotextile for Soil Stabilization 2-12 $ 3.001 $ 2,019.00 654.77 $ 1,964.31 1 $ 654.77 $ 1,964.31 97.290/6 A71 0.50 AC Mulching 8-01.3(5) $ 750.001 $ 375.00 $ - $ $ - City of Renton,Oakesdale Avenue Pay Estimate Page 1 PEST7.XLS,9/4/98,1:12 PM Week ITEM BID 8/3/98 8/10/98 8/17/98 8/24198 Previous Previous This This Total NO. QUANTITY UNITS ITEM UNIT PRICE AMOUNT 8/7/98 8/14/98 8/21/98 8/28/98 QuantityAmount Quantity Amount QuantityTotal Amount %Complete A72 335 SY Clear Plastic Cover 8-01.3(8) $ 4.00 $ 1,340.00 _ _ 585.00 $ 2,340.00 $ 585.00 $ 2,340.00 174,63% A73 2 EA Stabilized Construction Entrance 8-01.3(12) $ 3,500.00 $ 7,000.00 2.00 $ 7,000.00 $ 2.00 $ 7.000.00 100.00% A74 20 EA Storm Drain Inlet Protection 8-01.3(13) $ 150.00 $ 3,000.00 6.00 $ 750.00 $ 5.00 $ 750.00 25.00% A75 376 CY Hand Placed Riprap 8-15 $ 55.00 $ 20,680.00 576.98 $ 31,733.90 $ 576.98 $ 31,733.90 153.45% A76 1 LS Path Modifications 8-30 $ 5,000.00 $ 5,000.00 0.50 $ - 0.50 $ 2,500.00 0.50 $ 2,500.00 50.00% - -- A77 0.89 AC Roadway-Related Seeding 8-01.3(4) $ 12,360.00 $ 11,000.40 $ $ - $ - A78 1.70 AC Future-Roadway Seeding 8-01.3(4) $ 1,190.00 $ 2,023.00 $ $ $ - A79 1.48 AC Upland Seeding 8-01.3(4) $ 15,950.00 $ 23,606.00 $ $ $ _ A80 2.37 AC Constructed-Wetland Seeding 8-01.3(4) $ 16,835.00 $ 39,898.95 $ $ _ $ _ A81 6.85 AC Liming 8-01.3(4)C $ 575.00 $ 3,938.75 6.85 $ 6.85 $ 3,938.75 6.85 $ 3,938.75 100.00% A82 1,316 EA PSIPE Trees 8-02.3 $ 27.50 $ 36,190.00 $ $ _ $ _ A83 1,797 EA PSIPE Shrubs 8-02.3 $ 3.60 $ 6,289.50 $ $ _ $ A84 3,600 EA PSIPE Emergents 8-02.3 $ 4.20 $ 15,120.00 $ $ - $ - A85 1,500 SY Wildlife Fabric 8-32 $ 8.20 $ 12,300.00 3680.00 $ - 3680.00 $ 30,176.00 3680.00 $ 30,176.00 245.33% A86 2 EA Snags 8-32 $ 500.00 $ 1,000.00 3.00 $ - 3.00 $ 1,500.00 3.00 $ 1,500.00 150.00% A87 8 EA Downed Logs 8-32 $ 500.00 $ 4,000.00 4.00 $ - 4.00 $ 2,000.00 4.00 $ 2,000.00 50.00% A88 89,200 SF Temporary Irrigation(Mitigation Wetland) 8-32 $ 0.20 $ 17,840.00 $ _ $ _ $ _ A89 4,707 LF Cement Concrete Barrier Curb and Gutter 8-04 $ 7.75 $ 36,479.25 1810.00 3718.00 $ 28,814.60 1810.00 $ 14,027.50 6528.00 $ 42,842.00 117.44% A90 213 LF Cement Concrete Barrier Curb 8-04 $ 12.50 $ 2,662.50 $ - $ - $ - A91 168 LF Type A Block Traffic Curb 8-07 $ 6.50 $ 1,027.00 $ $ _ $ _ A92 3,872 SY Cement Concrete Sidewalk 8-14 $ 15.76 $ 60,984.00 692.00 1586.00 $ 2278.00 $ 35,878.50 2278.00 $ 35,878.50 58.83% A93 5,415 LF Paint Stripe 8-22 $ 0.15 $ 812.26 $ $ _ $ _ A94 420 LF Plastic Crosswalk Stripe 8-22 $ 1.50 $ 630.00 $ $ - $ - A95 165 LF Plastic Stop Bar 8-22 $ 2.75 $ 453.75 $ $ - $ - A96 50 EA Plastic Traffic Arrow 8-22 $ 35.00 $ 1,750.00 $ $ - $ - A97 2 EA Painted Preferential Lane Symbol 8-22 $ 45.00 $ 90.00 $ $ _ $ _ A98 6,000 EA Raised Pavement Marker-Type 1 8-09 $ 1.40 $ 8,400.00 $ $ - $ - A99 570 EA Raised Pavement Marker-Type 2 8-09 $ 2.15 $ 1,225.50 $ $ _ $ _ A100 1 LS Permanent Signing 8-21 $ 3,000.00 $ 3,000.00 _ $ - $ - $ - A101 1 LS Illumination System,Complete 8-20 $ 101,500.00 $ 101,500.00 0.30 0.50 $ 50,750.00 0.30 $ 30,450.00 0.80 $ 81,200.00 80.00°k A102 1 LS Traffic Signal System,Complete 8-20 $ 93,600.00 $ 93,600.00 0.35 0.15 $ 14,040.00 0.35 $ 32,760.00 0.56 $ 46,800.00 50.00% A103 1 LS Interconnect,Complete 8-20 $ 21.450.00 $ 21,450.00 0.05 0.75 $ 16,087.50 0.05 $ 1.072.50 0.80 $ 17,160.00 80.00% A104 1 LS Traffic Control 1-10 $ 25,000.00 $ 25,000.00 0.05 0.90 $ 22,500.00 0.05 $ 1,250.00 0.95 $ 23,750.00 95.00% A105 1 LS Contractor Supplied Surveying 1-05 $ 60,000.00 $ 60,000.00 0.95 $ 57,000.00 $ - 0.95 $ 57,000.00 95.00% A106 6 EA Monument Case and Cover 8-13 $ 250.00 $ 1,500.00 $ $ $ _ A107 1 LS Settlement Instrumentation 8-33 $ 10,000.00 $ 10,000.00 $ _ $ $ _ A108 4 EA Crosshole Sonic Log Testing 6-13 $ 1,500.00 $ 6,000.00 4.00 $ 6,000.00 $ 4.00 $ 6,000.00 100.00% A109 1 LS CO#1 Install City Furnished Pump Vault $ 9,560.00 $ 9,560.00 1.00 $ 9,560.00 $ 1.00 $ 9,560.00 100.00% A110 1 LS CO#1 Disconnect and Remove Equipment $ 3.500.00 $ 3,500.00 1.00 $ 3.500.00 $ - 1.00 $ 3,500.00 100.00% A111 1 LS CO#1 Electrical and Communication Service $ 9,800.00 $ 9,800.00 1.00 $ 9,800.00 $ - 1.00 $ 9,800.00 100.00% Al12 1 LS CO#1 Water Pipe Installation $ 12,525.00 $ 12,526'00 1.00 $ 12,526.00 $ - 1.00 $ 12,525.00 100.00% Al13 1 LS CO#1 Contractor Supplied Surveying $ 600.00 $ 600.00 1.00 $ 600.00 $ - 1.00 $ 600.00 100.00% Al14 100 TON CO#1 Gravel Borrow Including Haul $ 19.35 $ 1,935.00 100.00 $ 1,635.00 $ 300.00 100.00 $ 1,935.00 100.00% A115 5 EA CO#2 Catch Basin- Type I $ 900.00 $ 4,500.00 5.00 $ 4,500.00 $ - 5.00 $ 4.500.00 100.00% A116 1 LS CO#3 SPU Protective Slab $ 60,000.00 $ 60,000.00 1.00 $ 60,000.00 $ - 1.00 $ 60,000.00 100.00% Al17 7,000 TON CO#4 Recycle Asphalt Backfill $ 6.85 $ 47,950.00 4017.60 $ 27,520.56 $ - 4017.60 $ 27,520.56 57.39% A118 1 LS CO#6 Boeing Signal Including Power Run $ 149,807.00 $ 149,807.00 0.30 0.30 $ 44,942.10 0.30 $ 44,942.10 0.60 $ 89,864.20 60.00% Al 19 1 LS CO#7 Telemetry Box and Added 2"conduit Run $ 21.020.00 $ 21,020.00 020 0.80 $ 16,816.00 0.20 $ 4,204.00 1.00 $ 21,020.00 100.00% A120 1 INV Material on hand $ 1.00 $ 1.00 -7484.93 58069.62 $ 58,059.62 -7484.93 $ (7,484.93) 50574.69 $ 50,574.69 A121 912 LF CO#9 6"Perf Drain behind Walls $ 10.00 $ 9,120.00 458.60 $ 4,585.00 $ 458.50 $ 4,585.00 50.27% A122 110 LF CO#10 6"Ductile Iron Sleeve $ 18.00 $ 1,980.00 110.00 $ 1,980.00 $ 110.00 $ 1,980.00 100.00% A123 110 LF C0#10 6"Schedule 80 PVC $ 11.00 $ 1,210.00 110.00 $ 1,210.00 $ 110.00 $ 1,210.00 100.00% A124 220 LF C0#10 2"Schedule 80 PVC $ 4.50 $ 990.00 220.00 $ 990.00 $ 220.00 $ 990.00 100.00% A125 1 LS C0#10 Additional Electrical at Pump Vault $ 2,500.00 $ 2,500.00 1.00 $ 2,500.00 $ 1.00 $ 2,500.00 100.00% A126 1 LS FA Restocking Charge for Pump Vault 6/13/98 $ 882.90 $ 882.90 1.00 $ 882.90 $ 1.00 $ 882.90 100.00% A127 1 LS FA Cut off Grout Pipes $ 158.06 $ 158.06 1.00 $ 158.06 $ 1.00 $ 158.06 100.00% A128 1 LS FA Removal gravel borrow in backfill zone for Wall"C" $ 527.85 $ 527.85 1.00 $ 527.86 $ 1.00 $ 527.85 100.00% A129 300 LF C0#11 Chain Link Fence Type 1 $ 16.00 $ 4,800.00 $ $ _ $ _ A130 1 LS CO#12 Miscellaneous Electrical Changes $ 17,893.31 $ 17,893.31 1.00 1 $ 1.00 $ 17,893.31 1.00 $ 17,893.31 100.00% $ - $ $ - $ - #DIV/01 $ - $ - $ - $ - #DIV/01 TOTAL-SCHEDULE A: 1 $ 3,799,473.03 $ 2,856,812.29 $ 447,915.50 $ 3,304,727.79 86.98% SCHEDULE B-SPRINGBROOK CREEK CHANNEL WIDENING ITEM BID UNITS ITEM UNIT PRICE AMOUNT 8/3198 8/10/98 8/17198 1124198 Previous Previous This This Total Total Amount %Complete NO. QUANTITY 8/7/98 8/14198 8/21/98 8/28/98 Quantity Amount Quanti°c Amount Quantity 131 1 LS Mobilization 1-09.7 $ 10,000.00 $ 10,000.00 1.00 $ 10,000.00 $ 1.00 $ 10,000.00 100.00% iu,�✓� B2 1.07 AC Clearing and Grubbing 2-01 $ 4,000.00 $ 4,280.00 1.07 $ 4,280.00 $ 1.07 $ 4,280.00 100.00% B3 5,788 CY Channel Excavation,including Haul 2-10 $ 8.75 $ 50,645.00 _ 5405.57 $ 47,298.74 $ 5405.57 $ 47,298.74 93.39% 50 A� 04 1,000 CY Structure Excavation Class A,including Haul 2-09.3(3) $ 8.75 $ 8,750.00 1194.49 $ 10,451.79 $ 1194.49 $ 10,451.79 119.45% i v'u;1 7, B5 1 LS Shoring or Extra Excavation Class A 2-09 $ 5,000.00 $ 5,000.00 1.00 $ 6,000.00 $ 1.00 $ 5,000.00 100.000/0 SoL)v B6 1,093 TON Gravel Backfill for Modular Block Wall 2-09 $ 15.00 $ 16,395.00 124.43 1092.73 $ 16,390.95 124.43 $ 1,866.45 1217.16 $ 18,257.40 111.36% B7 2,616 SF Modular Bkx*Wall B-28 $ 16.00 $ 39,240.00 290.00 139.00 643.00 _ 2044.00 $ 30,660.00 1072.01) $ 16,080.00 _3.116.00 _ $ _ 46,740.00 119.11% City of Renton,Oakesdale Avenue Pay Estimate Page 2 PEST7.XLS,9/4/98,1:12 PM Week ITEM BID 813/98 8/10/98 8/17/98 8/24/98 Previous Previous This This Total NO. QUANTITY UNITS ITEM UNIT PRICE AMOUNT 8/7/98 8114/98 8/21/98 8/28198 QuantityAmount Quantity Amount QuantityTotal Amount %Complete 138 1 LS Adjust Storm Water Outfall Valve 7-04 $ 4,000.00 $ 4,000.00 1.00 $ 4,000.00 $ 1.00 $ 4,000.00 100.00% B9 1 FA Temporary Water Pollution/Erosion Control 1-07.15 $ 3,500.00 $ 3,500.00 $ - $ B10 1,018 LF Construction Geotextile for Temporary Silt Fence 2-12 $ 4.00 $ 4,072.00 1268.00 $ 5,072.00 $ 1268.00 $ 5,072.00 124.56% all 0.50 AC Mulching 8-01.3(5) $ 750.00 $ 375.00 $ - $ _ $ -3-75' - B12 335 SY Clear Plastic Cover 8-01.3(8) $ 4.00 $ 1,340.00 1972.20 $ 7,888.80 $ 1972.20 $ 7,888.80 508.72% B13 764 SY Erosion Control Blanket 8-01.3(8) $ 2.00 $ 1.528.00 764.00 $ 1,528.00 $ 764.00 $ 1,528.00 100.00% B14 0.62 AC Upland Seeding 8-01.3(4) $ 16,835.00 $ 10,437.70 $ - $ $ B15 75 EA PSIPE Trees 8-02.3 $ 75.00 $ 5,625.00 $ $ _ $ 5 z B16 1,732 EA PSIPE Shrubs 8-02.3 $ 3.70 $ 6,408.40 $ $ $ Ca05.w9 B17 276 EA Live Stakes 8-31 $ 3.20 $ 883.20 $ $ $ ba3•70 - B18 14 EA Large Woody Debris 8-31 $ 500.00 $ 7,000.00 2.00 12.00 $ 6,000.00 2.00 $ 1,000.00 14.00 $ 7,000.00 100.00% 619 1 LS Contractor Supplied Surveying 1-05 $ 9,000.00 $ 9,000.00 0.10 0.86 $ 7,650.00 0.10 $ 900.00 0.96 $ 8,550.00 95.00% 100-2 B20 505 LF CO#9 6"Perf Drain behind Walls $ 10.00 $ 5,050.00 450.00 $ 4,500.00 $ - 450.00 $ 4,500.00 89.11% sysv SUBTOTAL-SCHEDULE B: $ 193,529.30 $ 160,720.28 $ 19,846.45 $ 180,566.73 8.6%Sales Tax: $ 16,643.52 $ 13,821.94 $ 1,706.79 $ 15,528.74 TOTAL-SCHEDULE B: $ 210,172.82 $ 174,542.22 $ 21,553.24 $ 196,095.47 93.30% ,730. SCHEDULE C-SANITARY SEWER STUBS ITEM BID 8/3/98 8/11/98 8/171911 8/24/98 Previous Previous This This Total NO. QUANTITY UNITS ITEM UNIT PRICE AMOUNT 8/7/98 8/14/98 8/21198 8/28198 Quantity Amount Quanti Amount Quantity Total Amount %Complete C1 1 LS Mobilization 1-09.7 $ 3,000.00 $ 3,000.00 1.00 $ 3,000.00 $ 1.00 $ 3,000.00 100.00% C2 90 CY Removal and Replacement of Unsuitable Fill Marl 7-17 $ 35.00 $ 3,150.00 $ _ $ - $ - C3 1 LS Utility Relocations and Protection 1-07.17 $ 2,500.00 $ 2,500.00 _ 1.00 $ 2,500.00 $ - 1.00 $ 2,500.00 100.00% C4 135 LF Ductile Iron Sewer Pipe-12"dia. 7-17 $ 66.25 $ 8,943.75 130.00 $ 8,612.50 $ - 130.00 $ 8,612.50 96.30% C5 2 EA Manhole 48"dia. 7-06 $ 2,500.00 $ 5,000.00 2.00 $ 5,000.00 $ - 2.00 $ 5,000.00 100.00% C6 9 LF Manhole Additional Height 48"dia. 7-05 $ 200.00 $ 1,800.00 9.00 $ 1,800.00 $ - 9.00 $ 1,800.00 100.00% C7 1 LS Trench Safety System 2-09 $ 500.00 $ 500.00 1.00 $ 500.00 $ - 1.00 $ 500.00 100.00% C8 1 LS Dewatering 7-08.3(1)A $ 1,000.00 $ 1,000.00 1.00 $ 1,000.00 $ - 1.00 $ 1,000.00 100.00% Co 517 TON Gravel Backfill for Trench 2-09 $ 10.00 $ 5,170.00 1016.50 $ 10,165.00 $ - 1016.50 $ 10,165.00 196.62% C10 1 LS Television Inspection 7-17 $ 600.00 $ 600.00 $ - $ - $ - C11 1 LS Contractor Supplied Surveying 1-05 $ 1,000.00 $ 1,000.00 1.00 $ 1,000.00 $ - 1.00 $ 1,000.00 100.00% C12 1 LS CO#5 Addt l Cost for Sewer Stub is 26,935.18 $ 26,935.18 1.00 $ 26,935.18 $ - 1.00 $ 26,935.18 100.00% SUBTOTAL-SCHEDULE C: $ 59,598.93 $ 60,512.68 $ - $ 60,512.68 8.6%Sales Tax: $ 5,125.51 $ 5,204.09 $ - $ 5,204.09 TOTAL-SCHEDULE C: $ 64,724.44 $ 65,716.77 $ - $ 65,716.77 101.53% GRAND TOTAL: $ 4,074,370.29 $ 3,097,071.28 $ 469,468.741 $ 3,566,540.02 87.54% `Item At 14 had incorrect rate of$16.35 added$300 00 for 19.35 rate C0#1 City of Renton,Oakesdale Avenue Pay Estimate Page 3 PEST7.XLS,9/4/98, 1:12 PM R CITY OF RENTON INVOICE DATE ACCOUNT I INVOICE CUSTOMER REF -PAYMENT DUE FOR INFORMATION>'CALL 10/29/98 r15-0060 007755 12/03/98 PW- (425) 430-7248 a �Srirli� �' �-' COPY JOHN E. NELSON For Your information Attorney at Law OCT 3 01998 601 WEST GOWE ST KENT, WA 98032-5745 ATY OF RENTON Engineering Dept. DESCRIPTiQt>I °aM0UN7 Springbrook Creek Channel Widening Project- King County Drainage District No. 1 Contribution. K C Drainage District No. 1 has agreed to contribute $60, 000. 00 for the widening and improvement to Springbrook Creek that was constructed as part of the Oakesdale Extention Project and funded by Surface Water Utility. The District's contibution will reimburse Surface Water Utility for a portion ($60, 000) of the channel improvement costs. (See attached letter dated October 23, 1998) . Total amount due: 60, 000.00 FORM3127 10/94 PLEASE REFERENCE INVOICE NUMBER WITH PAYMENT Finance Department • 200 Mill Ave. S. • Renton, Washington 98055 l/zo�9�� jj A 4 On /-4 /io a IC.V.J �Jt cY 445 (W4, Z152.1t;) (o Psi P�w� �' ke( ,�� ,� 'ir 29 39'7 Zy 31C> ��31 lerr i- f4cSe 44e.4- k�, * F9 Z 7/ $CX� J�V', Our %n.��'• /�,,,�b w-sA �,�. cam- F� Swv �-Lys � � i "So �rwk &cek /'0/- e-z.4(- C-65 I .t7,(,,( 79y �)l 3,�7�;Z7S 73, 11/7 , a sf rea;�s7 X �77�617 7 �3 7-7 Z �,0.051y 1�$, y79 7 94' P-7 OVS 31 `17b'j Z�S f 188r y79 F ire �1� �� g;� Pei,eUl �,,d �h5��►wf,�,, d�?�., y.-e„ ' a 323 50 5 (2 ,A = o. `3o6l u77 SUS�e 0 , v 51y k- 323 ScG 016� 6 z� / oki �n Sit�lar,� �eS� r /cry S � A z 0' 7531 7?z 3 061; 8-7-7 o 61 y� �L101 Syr �(�� (> Z9 sS7) J 57 Son //��J'iCvr eks 4AIA- Qov = �32� Soo NUS , `c►15"/t� u+.. S�✓/c t 5 Leif rat e L�'+ (TtiS �""s SP,�fi7�5 Vu 0�- ✓Mew /Za �¢ /� r 77,.,'n (�,S Y ✓Yummy �S-e- l�4 �i.�, �Gh�'/�u�' G ir.cvr�• THE CITY OF RENTON DEPARTMENT OF a'v: PLANNING/BUILDING/PUBLIC WORKS FIFTH FLOOR 200 MILL AVENUE SOUTH RENTON, WASHINGTON 98055-2189 FAX: (425)277-4428 To: Barry Knight Company: Kato & Warren Phone: (206) 448-42007`41 Fax: 206 269-6378 14 JAN 18 i8 99 From: Lin Wilson CITY OF RENTON Organization: City of Renton Engineering Dept. Phone: (425) 277-6223 Fax: (425) 277-4428 Date: January 15, 1998 Pages including this cover page: 12 Subject: Oakesdale Avenue - SW 16th Street to SW 27th Street Revised Approach to Estimated Fee for CCSS Message: Attached is a draft (marked-up text and revised spreadsheets) of our perception of what we can afford to fund as Consultant Construction Support Services. When we saw the "bottom line" applicable to the scope we had earlier discussed, it became obvious that we would have to exercise some self-discipline. A number of the services are of an "on-call" nature, including the largest single item, on-site inspection by Entranco personnel. We have cut some of these quite drastically, to maintain a budget that we can afford for a $4 million project. We have also reduced our expectations in a number of areas, including Items 2.3 (K/W), 2.5, 5.1, 5.2 (all we shall look for is updated Special Provisions; you have given almost all of the drawing reproducibles), 5.6 and 5.7. Item 5.4 is one of the "on-call" functions, and we reduced project management allowances proportionately. Would you please review it and let me know whether you can live with the amended budget. cc: Joe Armstrong Bob Mahn Scott Woodbury z EXHIBIT B OAKESDALE AVENUE S.W. EXTENSION PHASE 1 - S.W. 16TH STREET TO S.W. 27TH STREET SUPPLEMENTAL AGREEMENT NO. 2 FINALIZE BID PACKAGE, BID PERIOD & CONSTRUCTION MANAGEMENT SERVICES BACKGROUND Kt/ In March 1997, the City of Renton (CITY) selected o & Warren, Inc. (CONSULTANT) to provide consultant services for the final design, 00 PS and construction management elements of the project. Initial studies and the PS&E package ere completed during the period from May 13, 1997 to November 30, 1997. This supplemen agreement covers ongoing services through the construction period that include ret8i age,after the 100% submittal; assistance provided during the bid and pre-construction periods; and construction management services. LISTING OF WORK ELEMENTS The work will be divided into work elements, as listed below. Each work element group comprises a number of work elements. Page 1.0 PROJECT MANAGEMENT 1.1 Monthly Progress Reports &Billings . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 1.2 Management, Direction and Coordination . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 2.0 MEETINGS 2.1 Steering Committee . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 2.2 Permitting Committee . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 2.3 On-Site Construction Meetings . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 2.4 Other Meetings . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 2.5 Partnering Meeting . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 Oakesdale Avenue S.W. Extension - 1 - January 8, 1998 A . review agencies to determine issues that could be addressed to expedite permit approval. Follow-up coordination has been budgeted for each permit application. This will include the ongoing preparation of weekly status reports to the CITY. It has been assumed that the CITY will be responsible for all regulatory-agency and local jurisdiction permitting fees. 4.0 ASSISTANCE DURING PRE-BID & BID PERIODS FI v.,4.,G?-G 18 i Q 10 Ck"4l r.*f 4.1 Following submittal of the Draft 100%PS&E bid package,the CONSULTANT shall address all additional comments from the CITY and Boeing, and re-assemble the bid package. 4.2 Preparation of Bid Package Addenda: During the bid period, the CONSULTANT shall assist the CITY in preparing addenda to the bid package. Due to the fast-track nature of this project,it is anticipated that this wil require the re-issuance of some of the plans, and revisions to the Special Provisions; a4o:� d }'`r�C.�S'. 4.3 Prepare Plans & Specifications for Pump Vault Relocation: The CONSULTANT will prepare all necessary plans and specifications associated with the relocation of Boeing's pump vault. It is the CITY's intention to pre-order any necessary materials, and to have this work performed under a separate contract prior to the start of the main construction, if possible. 4.4 Attend Pre-Bid Conference: The CONSULTANT will provide key staff to attend the Pre-Bid Conference and assist the CITY in presenting the project and responding to questions raised by prospective bidders. 5.0 CONSTRUCTION MANAGEMENT SERVICES This phase of work will provide construction engineering services and prepare record drawings for the construction contracts to complete the improvements designed under this Oakesdale Avenue S.W. Extension, Phase lA - S.W. 16th Street to S.W. 27th Street. These services, to the extent requested by the CITY, will include necessary surveys, inspection, and contract administration required for the construction of the project, as detailed below. r or 5.1 Pre-Construction Conference: The CONSULTANT will attend the preconstruction w` �au-s conference es ArPr, T1., o�-la Oakesdale Avenue S.W. Extension - 4 - January 8, 1998 S�ua� �f vo v i� •+ems 5.2 Prepare Revised Set of Contract Documents: Prior to the start of construction,the CONSULTANT will prepare and assemble a revised set of that incorporate all of the revisions made to date on the project TIii At present,this scope of work does not include additional landscape and design work th ay be called for by Boeing to mitigate the impact of the road on their adjacent property. 4t aL vt S t Gop`ti 5.3 Review Submittals: The CONSULTANT will review, or cause to be reviewed, shop drawings, samples,traffic control plans,test reports, and other data submitted by the Contractor for compliance with the information required by the contract documents. The CONSULTANT will assist the CITY with the review of the Contractor's proposed schedule for contract compliance. 5.4 Assist City in Preparing Change Orders: The CONSULTANT will assist the CITY, on an on-call basis, in preparing any change orders that are found to be necessary during the construction period. 5.5 Provide Construction Inspection Services: To the extent requested by the CITY, the CONSULTANT will provide the services of a full/part-time field staff and necessary assistants on the project site who will observe the technical conduct of the construction. This is expected to include the following: - Structural engineering engineering staff for bridge and wall construction - Geotechnical engineering staff for bridge, wall and embankment construction - Wetland mitigation specialist staff for new wetland construction �a�„� - Other consultant-team staff on an as-needed basis. (ttoh.4 : `C4.v v�4 awv � (04 o -t t' w,�p.t' 6w 4 The responsibilities of the foregoing staff may include, but not be limited to, the following: Field Services - Observe the construction work in progress and monitor adherence to the Contract Documents - Observe the placement of materials - Conduct or cause to be conducted, materials tests, laboratory tests, equipment inspection and tests during the work at each construction site W k$A^ r� 1;,W � �s f - Decide questions which may arise as to the quality and acceptability of material furnished, work performed, and rate of progress of work performed by the Contractor - r Oakesdale Avenue S.W. Extension - 5 - January 8, 1998 i - Measure the quantities of materials and record and report on the construction operation - Provide now copies of the daily inspector's reports - Assist the CITY to conduct final review and ascertain if the work has been performed in accordance with the Contract Documents. Office Services NNW—t-44M Q". L if) rF 9_r) Pctimatac a vGC - Assist the CITY by acting as a liaison with the contractor, designer/appropriate agencies. A 5 s i 5�' '�ti 4itT`( w� �c s? r rt:►rIJ - VAgpmd to questions for information (RFI's), plan interpretation and/or changes - Assist the CITY in preparing list of deficiencies (punchlist). 5.6 Check Construction Surveying: The CONSULTANT will perform surveys as requested,but will include the following items: Routine Checking a.h o h- e4a1 Perform one-half-day field checking of contractor's staking on a44-*m=Wiy basis for the life of the contract visits). Items to check will include: ot.SSN� 8 - Station, offset and grade of drainage structures and culverts - Subgrade location and elevation - Location and elevation of major bridge items - Location and elevation of wall stakes. ts el o f m to Additional work beyond the foregoing scope will be considered Extra Work, except for Work Element 5.8 which has been included as an optional service. 5.7 Prepare Record Drawings: The CONSULTANT will prepare Record Drawings that incorporate all construction changes made by change order, and other changes made based on as- built information provided by the Contractor. These drawings will constitute the final Record Drawings for the project, and will be provided to the CITY both on mylar and by means of electronic files (in AutoCAD format), as requested by the CITY. Oakesdale Avenue S.W. Extension - 6 - January 8, 1998 EXHIBIT D-1 CONSULTANT FEE DETERMINATION - SUMMARY SHEET Oakesdale Avenue S.W. Extension - Phase 1A Supplemental Agreement No. 2 - Finalize Bid Package, Bid Period & Construction Management Services DIRECT SALARY COST (DSC): Classification Personhours x Rate = Cost Principal-in-Charge 10 $45.43 $454.30 Project Manager 202 $45.43 $9,176.86 Deputy P.M. 92 $45.43 $4,179.56 Permitting Team Ldr. 97 $45.43 $4,406.71 Roadway Team Ldr. 112 $35.19 $3,941.28 Engineer Grade IV 8 $35.00 $280.00 Engineer Grade III 245 $24.66 $6,041.70 Engineer Grade H 165 $22.21 $3,664.65 Engineer Grade I 96 $18.46 $1,772.31 CADD Tech'n. 136 $16.50 $2,244.00 Admin.Manager 24 $19.23 $461.52 Clerical Staff 78 $14.00 $1,092.00 SUBTOTAL-SALARY COST 1,265 $29.81 (avg) $37,714.89 OVERHEAD (OH COST- including Salary Additives): OH Rate x DSC 174.0% x $37,714.89 = $65,623.90 FIXED FEE (FF) IF Rate x DSC 35.0% x $37,714.89 = $13,200.21 REIMBURSABLES: ST $116,539.00 CARD:300 hours @ $10.00/hour $3,000.00 Travel: 1,500 x$0.30 $450.00 Communications: $500.00 Reproduction: $1,500.00 Materials: Maps,film,mylar,etc. $500.00 SUBTOTAL-REIMBURSABLES $5,950.00 SUBCONSULTANT COSTS: Entranco $166,271.02 Shannon&Wilson,Inc. $14,912.06 Shapiro&Associates,Inc. $19,833.49 SUBTOTAL-SUBCONSULTANT COSTS $201,016.56 GRAND TOTAL - ESTIMATED FEE: $323,505.57 PREPARED BY: Barry Knight DATE: 15-Jan-98 KATO & WARREN,INC. Oakesdale Avenue S.W. Extension- Phase 1A KATO&WARREN,INC. Supplemental Agreement No.2-Finalize Bid Package,Bid Period&Construction Management Services Combined Estimated Personhours and Labor Costs 1/15/98 PERSON-HOURS WORK ELEMENT Principal- Project Deputy Permitting Roadway Engineer Engineer Engineer Engineer CADD Admin. Clerical SALARY in-Charge Manager P.M. Team Ldr. Team Ldr. Grade IV Grade HI Grade H Grade I Tech'n. Manager Staff TOTAL COST Hourly Salary Rate $45.43 $45.43 $45.43 $45.43 $35.19 $35.00 $24.66 $22.21 $18.46 $16.50 $19.23 $14.00 1.0 PROJECT MANAGEMENT 1.1 Monthly Progress Reports&Billings 2 16 24 16 58 $1,503 1.2 Management,Direction&Coordination 4 24 1 16 4 1 1 12 60 $2,349 Total: Project Management 6 40 16 4 24 28 118 $3,852 2.0 MEETINGS 2.1 Steering Committee 12 12 $545 2.2 Permitting Committee 9 9 $409 2.3 On-Site Construction Meetings 16 8 8 32 $1,102 2.4 Other Meetings 18 6 9 9 42 $1,451 2.5 Partnering Meeting 8 1 8 16 $727 Total: Meetings 42 12 17 6 1 17 17 1 i 1 $4,233 3.0 ONGOING PERMITTING ACTIVITIES 3.1 Continued Assist'.with Ph.1 Permitting Activities 24 60 16 12 112 $4,379 Total: Ongoing Permitting Activities 24 60 16 12 112 $4,379 4.0 ASSIST'.DURING PRE-BID&BID PERIODS 4.1 Final Revisions to Draft 100%PS&E Bid Package 4 24 8 12 4 60 40 40 36 4 232 $5,954 4.2 Preparation of Bid Package Addenda 40 16 4 16 4 48 40 36 36 6 246 $6,844 4.3 Prepare Plans&Specs.for Pump Vault Relocation 2 16 32 8 16 74 $1,885 4.4 Attend Pre-Bid Conference 4 4 4 4 16 $551 Total: Assist'.during Pre-Bid&Bid Periods: 4 70 28 4 44 8 144 92 76 88 1 10 568 $15,233 5.0 CONSTRUCT'N.MANAGEMENT SERVICES 5.1 Pre-Construction Conference 4 4 8 $363 5.2 Prepare Revised Set of Contract Documents 4 4 8 4 4 16 40 $906 5.3 Review Submittals 8 4 16 16 4 48 $1,559 5.4 Assist City in Preparing Change Orders 8 8 8 8 8 4 44 $1,208 5.5 Provide Construction Inspection Services 16 8 8 16 16 64 $2,411 5.6 Check Construction Surveying 5.7 Prepare Record Drawings 8 16 20 20 16 40 4 124 $2,875 5.8 Pre-Construction Survey(Optional) 2 2 24 28 $694 Total: Construct'n.Management Services: 50 12 12 62 68 56 20 48 28 356 $10,017 TOTAL HOURS 10 202 92 97 112 8 245 165 96 136 24 78 1,265 $37,715 EXHIBIT G-1 SUBCONSULTANT FEE DETERMINATION - SUMMARY SHEET Oakesdale Avenue S.W. Extension - Phase 1A Supplemental Agreement No. 2 - Finalize Bid Package, Bid Period & Construction Management Services DIRECT SALARY COST (DSC): Classification Personhours x Rate = Cost Principal/P.M. 296 $45.00 $13,320.00 Senior Engineer 8 $34.90 $279.20 Lead Engineer 154 $31.90 $4,912.60 Project Engineer 16 $25.00 $400.00 Design Engineer 228 $22.50 $5,130.00 Field Engineer 98 $19.00 $1,862.00 Structure Inspector 626 $31.00 $19,406.00 Sr.CADD Tech. 104 $21.00 $2,184.00 CADD Tech. 100 $14.85 $1,485.00 Survey Manager 14 $34.50 $483.00 Survey Office 40 $25.50 $1,020.00 Survey Field 136 $18.50 $2,516.00 Technical Support 72 $21.00 $1,512.00 Staff Support 20 $11.00 $220.00 SUBTOTAL-SALARY COST 1,912 $28.62 (avg) $54,729.80 OVERHEAD (OH COST-including Salary Additives): OH Rate x DSC 157.0% x $54,729.80 = $85,925.79 FIXED FEE (FF) FF Rate x DSC 35.0% x $54,729.80 = $19,155.43 REIMBURSABLES: Computer(CADD): $1,200.00 Travel : $2,500.00 Communications: $250.00 Reproduction: $1,660.00 Postage/Delivery $200.00 Miscellaneous $650.00 SUBTOTAL-REIMBURSABLES $6,460.00 GRAND TOTAL - ESTIMATED FEE: $166,271.02 PREPARED BY: Brad Stein DATE: 15-Jan-98 ENTRANCO Oakesdale Avenue S.W. Extension - Phase 1A ENTRANCO Supplemental Agreement No.2-Finalize Bid Package,Bid Period&Construction Management Services Combined Estimated Personhours and Labor Costs 1/15/98 PERSON-HOURS WORK ELEMENT Principal/ Senior Lead Project Design Field Structure Sr.CADD CADD Survey Survey Survey Technical Staff SALARY P.M. Engineer Engineer Engineer Engineer Engineer Inspector Tech. Tech. Manager OMce Field Support Support TOTAL COST Hourly Salary Rate $45.00 $34.90 $31.90 $25.00 $22.50 $19.00 $31.00 $21.00 $14.85 $34.50 $25.50 $18.50 $21.00 $11.00 1.0 PROJECT MANAGEMENT 1.1 Monthly Progress Reports&Billings 32 16 48 $1,776 1.2 Management,Direction&Coordination 60 1 1 1 1 1 60 1 $2,700 Total: Project Management 92 16 108 $4,476 2.0 MEETINGS 2.1 Steering Committee 2.2 Permitting Committee 2.3 On-Site Construction Meetings 96 96 $4,320 2.4 Other Meetings 16 16 $720 2.5 Partnering Meeting 8 8 16 $608 Total: Meetings 120 8 128 $5,648 3.0 ONGOING PERMITTING ACTIVITIES 3.1 Continued Assist'.with Ph. l Permitting Activities Total: Ongoing Permitting Activities 4.0 ASSIST'.DURING PRE-BID&BID PERIODS 4.1 Final Revisions to Draft 100%PS&E Bid Package 20 8 48 16 72 48 48 40 16 10 326 $7,690 4.2 Preparation of Bid Package Addenda 12 46 54 20 16 4 8 6 166 $4,232 4.3 Prepare Plans&Specs.for Pump Vault Relocation 4.4 Attend Pre-Bid Conference 4 4 8 $304 Total: Assist'.during Pre-Bid&Bid Periods: 36 8 94 16 126 68 4 64 44 24 16 500 $12,226 5.0 CONSTRUCT'N.MANAGEMENT SERVICES 5.1 Pre-Construction Conference 4 4 8 $304 5.2 Prepare Revised Set of Contract Documents 4 4 12 4 24 $622 5.3 Review Submittals 4 20 40 30 10 6 110 $2,724 5.4 Assist City in Preparing Change Orders 8 12 20 16 56 $1,430 5.5 Provide Construction Inspection Services 24 24 24 600 16 698 $21,322 5.6 Check Construction Surveying 9 25 76 110 $2,354 5.7 Prepare Record Drawings 4 6 40 40 10 100 $1,959 5.8 Pre-Construction Survey(Optional) 5 15 60 80 $1,665 Total: Construct'n.Management Services: 48 60 102 30 614 40 56 14 40 136 32 4 1,176 $32,380 TOTAL HOURS 296 8 154 16 228 98 626 104 100 14 40 136 72 20 1,912 $54,730 i EXHIBIT G-1 SUBCONSULTANT FEE DETERMINATION - SUMMARY SHEET Oakesdale Avenue S.W. Extension - Phase 1A Supplemental Agreement No. 2 - Finalize Bid Package, Bid Period & Construction Management Services DIRECT SALARY COST(DSC): Classification Personhours x Rate = Cost Principal 14 $50.19 $702.66 Principal Engineer 38 $25.75 $978.50 Engineer 148 $19.33 $2,860.84 Senior Drafter 4 $15.60 $62.40 Word Processor 4 $14.17 $56.68 SUBTOTAL-SALARY COST 208 $22.41 (avg) $4,661.08 OVERHEAD (OH COST-including Salary Additives): OH Rate x DSC 173.3% x $4,661.08 = $8,077.65 FIXED FEE (FF) FF Rate x DSC 30.0% x $4,661.08 = $1,398.32 REIMBURSABLES: Travel : $555.00 Communications: $100.00 Reproduction: $120.00 SUBTOTAL-REIMBURSABLES $775.00 GRAND TOTAL - ESTIMATED FEE: $14,912.06 PREPARED BY: Jim Wu DATE: 15-Jan-98 SHANNON & WILSON,INC. Oakesdale Avenue S.W. Extension - Phase 1A SHANNON& WILSON,INC. Supplemental Agreement No.2-Finalize Bid Package,Bid Period& Construction Management Services Combined Estimated Personhours and Labor Costs 1/15/98 PERSON-HOURS WORK ELEMENT Principal Engineer TOTAL Principal Senior Word SALARY Engineer Drafter Processor COST Hourly Salary Rate $50.19 $25.75 $19.33 $15.60 $14.17 1.0 PROJECT MANAGEMENT 1.1 Monthly Progress Reports&Billings 1.2 Management,Direction&Coordination Total: Project Management 2.0 MEETINGS 2.1 Steering Committee 2.2 Permitting Committee 2.3 On-Site Construction Meetings 2.4 Other Meetings 2.5 Partnering Meeting Total: Meetings 3.0 ONGOING PERMITTING ACTIVITIES 3.1 Continued Assist'.with Ph. I Permitting Activities Total: Ongoing Permitting Activities 4.0 ASSIST'.DURING PRE-BID&BID PERIODS 4.1 Final Revisions to Draft 100%PS&E Bid Package 4.2 Preparation of Bid Package Addenda 2 6 8 $255 4.3 Prepare Plans&Specs.for Pump Vault Relocation 4.4 Attend Pre-Bid Conference Total: Assist'.during Pre-Bid&Bid Periods: 2 6 8 1 $255 5.0 CONSTRUCT'N.MANAGEMENT SERVICES 5.1 Pre-Construction Conference 4 4 8 $278 5.2 Prepare Revised Set of Contract Documents 5.3 Review Submittals 5.4 Assist City in Preparing Change Orders 5.5 Provide Construction Inspection Services 8 32 144 4 4 192 $4,128 5.6 Check Construction Surveying 5.7 Prepare Record Drawings 5.8 Pre-Construction Survey(Optional) Total: Construct'n.Management Services: 12 32 148 4 4 200 $4,406 TOTAL HOURS 14 38 148 4 4 208 $4,661 Oakesdale Avenue S.W. Extension - Phase 1A Supplemental Agreement No.2-Finalize Bid Package,Bid Period&Construction Management Services Combined Estimated Personhours and Labor Costs FIRM WORK ELEMENT Kato& Shannon& Shapiro& TOTAL SALARY Warren Entranco Wilson Associates COST 1.0 PROJECT MANAGEMENT 1.1 Monthly Progress Reports&Billings 58 48 8 114 $3,475 1.2 Management,Direction&Coordination 60 60 10 130 $5,395 Total: Project Management 118 108 18 244 $8,870 2.0 MEETINGS 2.1 Steering Committee 12 12 $545 2.2 Permitting Committee 9 9 $409 2.3 On-Site Construction Meetings 32 96 128 $5,422 2.4 Other Meetings 42 16 4 62 $2,266 2.5 Partnering Meeting 16 16 1 32 $1,335 Total: Meetings 111 128 4 243 $9,977 3.0 ONGOING PERMITTING ACTIVITIES 3.1 Continued Assist'.with Ph. 1 Permitting Activities 112 91 203 $7,009 Total: Ongoing Permitting Activities 112 91 203 $7,009 4.0 ASSIST'.DURING PRE-BID&BID PERIODS 4.1 Final Revisions to Draft 100%PS&E Bid Package 232 326 80 638 $15,501 4.2 Preparation of Bid Package Addenda 246 166 8 420 $11,330 4.3 Prepare Plans&Specs.for Pump Vault Relocation 74 74 $1,885 4.4 Attend Pre-Bid Conference 16 8 24 $855 Total: Assist'.during Pre-Bid&Bid Periods: 568 500 8 80 1 1,156 $29,571 5.0 CONSTRUCT'N.MANAGEMENT SERVICES 5.1 Pre-Construction Conference 8 8 8 24 $946 5.2 Prepare Revised Set of Contract Documents 40 24 64 $1,528 5.3 Review Submittals 48 110 158 $4,283 5.4 Assist City in Preparing Change Orders 44 56 100 $2,638 5.5 Provide Construction Inspection Services 64 688 192 40 984 $28,818 5.6 Check Construction Surveying 110 110 $2,354 5.7 Prepare Record Drawings 124 l00 224 $4,834 5.8 Pre-Construction Survey(Optional) 28 80 108 $2,359 Total: Construct'n.Management Services: 356 1,176 200 40 1,772 $47,760 TOTAL HOURS 1,265 1,912 208 233 3,618 $103,188 1aa a1 .'a v� 1a1V �L • a_.♦ a as a auu as A" aat AaaI IASW 1 101 17V. 1 `1 UUU UUVU 1 UL/ UL Cost Estimate for Oaksdale Avenue SW Extension - Phase 2 Wetland Mitigation and Agency Coordination (Proliminary) Evaluate Mitigation Options Organize and Attend and Data Needs Agency Meetings Total Labor Rate Hm Cost Hrs Cost Cost Kleindl, B $61.54 80 $4.923.20 30 $1,846.20 $6,769.40 Kelley, J. $114.77 20 $2,295.48 20 $2.295.48 $4,590.96 Word Processing/Graphics $49.50 40 $1,980.00 8 $396.00 $2,376.00 Total Labor 100 $9,196.68 50 $4,537.68 $13,736.36 Direct Costs Units Cost units Cost Cost Mileage $0.33 150 $48.75 150 $48.75 $97.50 FilnVGraphics $10.00 $50.00 $50.00 $100.00 Reproduction $100.00 $100.00 $200.00 COMMUnications $2.00 $50.00 $50.00 $100.00 Total Direct Costs $248.75 S248.75 $497.50 Total $9,447,43 $4.786.43 $14.233.86 t TO: FINANCE DIRECTOR FROM: TRANSPORTATION SYSTEMS DIRECTOR CONTRACTOR: Scarsella Bros.,Inc. CONTRACT NO. CAG 98-001 ESTIMATE NO. 1 PROJECT: Oakesdale Avenue SW Extension SW 27th Street to SW 16th Street 1. CONTRACTOR EARNINGS THIS ESTIMATE $735,298.66 2. SALES TAX @ 8.60% $ 1,029.59 3. TOTAL CONTRACT AMOUNT THIS ESTIMATE $ 736,328.25 4. EARNINGS PREVIOUSLY PAID CONTRACTOR $ - 5. * EARNINGS DUE CONTRACTOR THIS ESTIMATE $698,533.73 6. SUBTOTAL-CONTRACTOR PAYMENTS $ 698,533.73 7. RETAINAGE ON PREVIOUS EARNINGS $ - 8. ** RETAINAGE ON EARNINGS THIS ESTIMATE $ 36,764.93 9. SUBTOTAL-RETAINAGE $ 36,764.93 10. SALES TAX PREVIOUSLY PAID $ - 11. SALES TAX DUE THIS ESTIMATE $ 1,029.59 12. SUBTOTAL-SALES TAX $ 1,029.59 * (95%xLINEI) ** (RETAINAGE:5916) GRAND TOTAL: S 736,328.25 FINANCE DEPARTMENT ACTION: PAYMENT TO CONTRACTOR(Lines 5 and 11): SCHEDULE'A' ACCOUNT 33�000022/016.5950.0030.60/25104/5460 $ 687,160.33 s SCHEDULE'B' ACCOUNT 421.000600.018.5960.0038.65.065285/65285/5460 $ 12,402.99 SCHEDULE'C' ACCOUNT 421.000400.018.5960.0035.65.045285/45285/5460 $ - RETAINED AMOUNT(Line 8): SCHEDULE'A' ACCOUNT 3-1-7/000022/016.5950.0030.60/25104/5460 $ 36,166.33 SCHEDULE'B' ACCOUNT 421.000600.018.5960.0038.65.065285/65285/5460 $ 598.60 SCHEDULE'C' ACCOUNT 421.000400.018.5960.0035.65.045285/45285/5460 $ - TOTAL THIS ESTIMATE: $ 736,328.25 CHARTER 116,LAWS OF 1965 CITY OF RENTON CERTIFICATION I,THE UNDERSIGNED DO HEREBY CERTIFY UNDER PENALTY OF ?4�x PERJURY,THAT THE MATERIALS HAVE BEEN FURNISHED,THE SERVICES RENDERED OR THE LABOR PERFORMED AS DESCRIBED HEREIN,AND THAT THE CLAIM IS A JUST,DUE AND UNPAID OBLIGATION AGAINST THE CITY OF RENTON,AND THAT I AM AUTHORIZED TO AUTHENTICATE AND CERTIFY TO SAID CLAIM SIGNED: a�a x ss8 a �8 s-s s s s� s a a w ..........................H. N N M N N M N M M N M M N N N N N N N N N N M N N N N N N N N M M M N Q ssa s 88 g"s s g s� s 8 a N N N N N«N N N N N M M N N N N N M p M N M M N M N M N M M N N M N N N N M p M M N N M M N N N N N N N M M N N 8 g 88 88^ R 8R 8 r gRo adoci8 O j ' O a Q N N M M M N»M N M M N M M--N N--N M M N M N M N M N M M M N M N M N N N M M N N N N«N M N N M N»N N M N M M N � C cl a Q lam+ a Fc h 8 o x 8n 88 8 R $ M R 8 g 8 a p R ^ ,8888888888888888888rn88888grxSs8r888 . 88888888888 8888`888888R888888888588ffi�8888 �s �� s� a �"ai oi� :R 'Rtl= vmS�^"�F'� s a N M N N N N M«M M N N M N M N M- ui ,88889888$88888n�n888g888ss�n88V8R8888888-888888852888 „8888�8888 82�8a$8888888888888SiS8RR nx�R�R��oo�:� ���$�s���r^.o IL �N�« > z «N-«N N N N N N N N N«N N N N-N N »»»»NNN-»---« X. blt ram== c bN t 3 <t6 Di n n a 6 FE '2 fill A.H y mat! H3 gY"p sr. e E egg $ ' 'j. '2`: an°O�ain wrEE ~~s €w '� 2m244� _€E as aB �` , I s _a nnm $ u'f �y�zoaSeuu m �"muc�iu $:�$ cps. �,;1Op �[.i ��y gs T� � OO =rp E� $c:£$c�`•6 = ` ££ �ao`i2 $r�g�Ts- e a ' UrcrcNzma wmmm meuu .0 offing{m S u°UdOS�UcgRiU au'ffi �i`Rm ti c3g in mns x'�UaaaoIII Fw��S cS�Uw S�2naLL�cSSaaa U z 3 'mSu�S<w 39�ic''c''u� 't, 55omoouu65515'oY'N I,>!W T,16u�u6a e ^�a�o�N00 a W m p J O S Y wo o_� 0 m Week e ITEM BID UNITS ITEM UNIT PRICE AMOUNT 312198-318198 319197- 3116198- 3123/98- 3130198- Previous Previous This This Total Total y,Complete NO, QUANTITY 3115/98 3/22/98 3129198 3/31198 Quanti Amount QuantityAmount Quanti Amount mgs A87 8 EA Downed Logs 8-32 f 500.00 S 4,000.00 $ S S - A$$ $9,200 S Tempoary Irrigation(Mai b-Wetland) 6J2 3 0.20 S 77,940.00 S f A80 41,7-07 LF Camara Concrete harder Curb and Gutter 8.04 3 7.75 $ 4,,479.25 5 f If A90 213 LF Cement Concrete Barrier Curb 8-04 S 12.50 S 2,862.50 3 $ f A91 156 L Type A BID&Traffic Curb 8-07 3 OSO 1,027.00 5 3 $ A92 3.872 Sy Cement Co."o SidewwNr 8.14 f 15.76 i 80,9d.00 3 3 3 A93 5,415 LF Point Stripe 0.22 If 0.15 f 812.25 3 $ f B 420 LF Plstk:Cre 11,Smile 8-22 $ 1.50 S 630.00165 LF Plastic Stop Bar 3.22 $ 2.75 S 1 .75 3 3 5 s0 EA Plastic Traft Anew 8-22 t 35. i1,750.00 3 2 EA Painted PreferentW Lane 8.22 S 45.00 90.00 $6,000 Raised Pavement Marker-Type 1 6-09 $ 1.10 S 8,400.00 $ S 3 5 0 EA Rased Pavement Merkr-Type 2 84m f 2.16 3 1, f 1 LS Pemsnent SgnNg 621 3,00000 i 3,000.00 S S S 1 LS INumleetbn System,Complete 9.20 f 101,500.00 S 101,50000 1 LS Traffx:Signal System,Complete 8.20 3 93,8W.00 $ 93,800.00 1 LS Interconnect,Complete 0-20 3 21.450.00 $ 21,450.00 S $ $ A104 1 L8 Treffre Control 1.10 5.000.00 S 25.000.00 0.02 0.02 0.02 0.02 5 O.d S 2,000.00 0.06 S 2,000.00 6.00% A105 1 LS Contractor Supplied Su 1-05 3 80,000.00 S 60,000.00 0.02 0.02 0.02 0.02 O.d i 0.12 S 7,200.00 0.12 3 7.200.00 12.00% A106 8 EA Monument Co.and Cover 8.13 250.00 $ 1.500.00 { S _ 3 _ A107 i LS Settlement Instrumentation 8-33 3 10,000.00 $ 10.000.00 5 If 3 A108 4 EA Crosahole Sonic Log Testing 0.13 3 1,500.00 $ 0,000.00 S i f A109 1 LS CON 1 Install City Furnished Pump Vault, 3 9.560.00 3 9,500.00 1. s 1.00 1 9,560.00 1.00 $ 9,550.00 100.0D% At 10 1 LS CON 1 Disowned and Remove Equipment 3 3,5W.00 $ 3,500.00 1.00 3 1.00 S 3,500.00 1.00 f 3,5W.00 100.00% A111 1 LS CON 1 Electrical and Communication Service $ 9.800.00 $ 0,800.00 0.40 $ 0.10 S 3,920.00 0.40 $ 3,11=00 40.00% All 12 1 LS CON 1 Water Pipe Installation 3 12.625.001$ 12,525.00 0.75 $ 0.75 $ 9.393.75 0.75 3 9,393.75 75.0016 A113 1 LS CON 1 Contractor Supplied S S 000.00 $ 500.00 1.00 1.00 3 600.00 1.0D $ a00.00 100.00% At 14 100 TON CON i Gravel Borrow Inclining Haul 3 10.36 $ 1.635.00 1 100.00 $ 100.00 S 1,S35.00 100.00 f 1.635.00 100.00% At 15 5 EA CON 2 Calch Basin-Type 1L S 900.00-s 4,5W.00 3 S $ A116 110 LF CON 3 6'Schedule 80 PVC Conduit Ste.47+60 S $ S S A117 420 LF CON 3 2'Schedule 80 PVC Conduit Sta.44+60 f S S S A118 1 LS CON 3 Additional Eledric for Pump Vauit S A1119 1 LS CON 5 SPU Waterline Protection f S S S A120 i LS CON 8 Traffic Signal at Boeing Entrance $ $ $ S TOTAL-SCHEDULE A: $ 3,520,395.03 $ f 723,328.89 3 723 326.66 20.55% SCHEDULE B-SPRINGBROOK CREEK CHANNEL WIDENING ITEM BID UNITS ITEM UNIT PRICE AMOUNT 312/9"/8198 3/9/97- 3116198- 3/23198- 3130198- Previous Previous This This Total Total y,Complete NO. QUANTITY 3115/98 3/22/98 3129198 3131/98 Quanti Amount qw Amount Quanti Amount ¢.ten 82 1.07 AC Clearing and Grubbing 2-01 $ 4,000.00 S 4,280.00 0.60 s 0.50 i 2,000.00 0.50 $ 2,0W.00 46.73% 83 5,769 CY Channel Excavation,krekrding Haul 246 S 8.75 S 50,645.00 IfS S 84 16000 CY Structure Excavation Class A erakrd Haul 2.09. 3) 3 8.75 3 8,750.00 3 3 BS 1 l.8 Storm;or Extra Excavation Class A 2-09 f 5.000.00 f 5,000.00 If - SO 1,093 TON Gravel BN*M for Modular Bkwk NON 2-W S 15.00 $ 16r305.00 s If S 87 2,816 8F Module,Blwk Wall 6-28 3 15.00 S 39,240.00 f 3 $ 88 1 LS Adjust Storm Water OutleN V.W 7-01 S 4,000.00 4,000.00 $ $ $ 89E335 FA Temporary Water PollutleNEreslon Control 1-07.15 $ 3,500.00 f 3,500.00 $ $ BID LF Construction Gedextile for TemporarySIR Fence 2.12 -S-4 00 3 4,072.00 1016.00 3 /018.00 i 4,072.00 1010.00 S 4,072.00 100.00% B11AC Mukhkg 6-01.3(5) 750. 375. $ f S 112SY Clear Plastic Cover 8-01.3(6 5 4.00 S 1,340.00 S f 8138Y Erosion Control Blanket 8-01.3(8 S 2.00 S 1,52900S14AC Upland Sesdig 8-01.3(4) S 10,836.00 3 10.437.70B15EA PSIPE Trees8-02.3 3 75.00 S 5,8250081 EA PSIPE Shrubs 8-02.3 .7 8,4dA0 f S 5 81EA Live Stakes "I S 3.20 f $83.20 $ f18EA La Woody Debris 8-31 S 50000 S 7,000.00B19LS Contractor Supplied Suave 1-05 S 9,000.00 S 9,000.00 0.10 _- S 0.10 S 900.00 0.10 f 800.00 10.00% SU OTAL- EDULE B: E 188479.30 E E 11972,00 f 11,972.00 8.8%Sales Tax: $ 16209,22 $ $ 1029.59 $ 1,029.59 TOTAL-SCHEDULEB: $ 204,688.52 $ - $ 13,001.59 $ 13,001.59 SCHEDULE C-SANITARY SEWER STUBS ITEM BID UNITS ITEM UNIT PRICE AMOUNT 3121g6-L8188 �7- 3/16198- 3123198- 3/30/98- Previous Previous This This Total Total %Compete NO. QUANTITY 317518t 3122/98 3/29198 3/31198 Quanti Amount Quanti Amount Quanti Amount cation C2 90 CY Removal and Replacement of Unsuitable Fa Matt 7.17 $ 35.00 S 3,150.00 s f S C3 1 L8 UtoRelocations and Protection 1-07.17 $ 2,5W,00 S 2,500.00 $ S $ C4 136 LF Ductile Iron Sewer Pipe-12'die 7.17 S 06.25 S 8,943.75 $ f $ CS 2 EA Manhole 4W die. 7-05 S 2,500.00 $ 5,000.00 S f $ G 9 LF Manhole Additional Heght 48'die. 7-05 $ 200.00 $ 1,8W.00 S 3 3 C7 1 LS Trench Safety System 2-09 $ $00.00 $ 500.00 s $ $ G 1 LS OesMefkg 7Q8.3(1)A S 1,000.00 $ 1,0 .00 - S i $ CC., 517 TON Gravel Backid for Trench 2-W $ 00 10.00 $ 5,170.00 C10 t I L8 I ToW-n Inaped" 7-17 S sw.00 $ WO.00 S $ 5 Cl 1 LS I Contractor Suppled Surveying 1-05 S 1,0(10.00 S 1,0W.00 S 3 f 62 1 1 1 L8 ICOM 4 Addrl Cost for Fxc.,DowaterkV.AC Prte Re . $ 5 S f SUBTOTAL-SCHEDU E 32863.75 $ $ 8.8%Sales Tax: $ 2,809.08 = E $ TOTAL-SCHEDULEC: $ 35,472,83 S i $ GRAND TOTAL: $ 3,760,556.38 f $ 736.32815 $736,328.25 19.58% City of Rordon,Oakoedale Avenue Pay Estimate Pop 2 PESTAL8,41108.9:41 AM f 1 TO: FINANCE DIRECTOR FROM: TRANSPORTATION SYSTEMS DIRECTOR CONTRACTOR: Scarsella Bros., Inc. CONTRACT NO. CAG 98-001 ESTIMATE NO. 2 PROJECT: Oakesdale Avenue SW Extension SW 27th Street to SW 16th Street 1. CONTRACTOR EARNINGS THIS ESTIMATE $518,352.88 2. SALES TAX @ 8.60% $ 249.40 3. TOTAL CONTRACT AMOUNT THIS ESTIMATE $ 518,602.28 4. EARNINGS PREVIOUSLY PAID CONTRACTOR $699,533.73 5. * EARNINGS DUE CONTRACTOR THIS ESTIMATE $492,435.24 6. SUBTOTAL-CONTRACTOR PAYMENTS $ 1,190,968.97 7. RETAINAGE ON PREVIOUS EARNINGS $ 36,764.93 8. ** RETAINAGE ON EARNINGS THIS ESTIMATE $ 25,917.64 9. SUBTOTAL-RETAINAGE $ 62,682.57 10. SALES TAX PREVIOUSLY PAID $ 1,029.59 11. SALES TAX DUE THIS ESTIMATE $ 249.40 12. SUBTOTAL-SALES TAX $ 1,278.99 * (95VxLINEI) ** (RETAINAGE.5%) GRAND TOTAL: $ 1,254,930.53 FINANCE DEPARTMENT ACTION: PAYMENT TO CONTRACTOR(Lines 5 and 11): SCHEDULE'A' ACCOUNT 3 1 7/000022/0 1 6.5950.0030.60/25104/5460 $ 489,680.24 SCHEDULE'B' ACCOUNT 421.000600.018.5960.0038.65.065285/65285/5460 $ 3,004.40 SCHEDULE'C' ACCOUNT 421.000400.018.5960.0035.65.045285/45285/5460 $ - RETAINED AMOUNT(Line 8): SCHEDULE'A' ACCOUNT 3 1 7/000022/0 1 6.5950.0030.60/25104/5460 $ 25,772.64 SCHEDULE'B' ACCOUNT 421.000600.018.5960.0038.65.065285/65285/5460 $ 145.00 SCHEDULE'C' ACCOUNT 421.000400.018.5960.0035.65.045285/45285/5460 $ - TOTAL THIS ESTIMATE: $ 518,602.28 CHARTER 116,LAWS OF 1965 CITY OF RENTON CERTIFICATION I,THE UNDERSIGNED DO HEREBY CERTIFY UNDER PENALTY OF PERJURY,THAT THE MATERIALS HAVE BEEN FURNISHED,THE SERVICES RENDERED OR THE LABOR PERFORMED AS DESCRIBED HEREIN,AND THAT THE CLAIM IS A JUST,DUE AND UNPAID OBLIGATION AGAINST THE CITY OF RENTON,AND THAT I AM AUTHORIZED TO AUTHENTICATE AND CERTIFY TO SAID CLAIM SIGNED: All 99 I� s8 B FaIt0 9 &19 ss8 s H 0 046 g 8g 8 N 8888 „88 , 88 ,888.t�x 8 8 RR , 888 „8 ,8 8 ,88s , 8p „8 OE go 1 9 a id^_ W H — 8 88 8 $8sa�� g 8.8 8 8 8 Sit: 8 83 o `=Ss d fi � Ili Ss8 0 0 B » � `s � 8 ,8 , 8 , a »I» t g8 s q 8 g86„�� g 88 Ma8 s S g 8�Cs I g z s a p o SiF9 of t� 9 8888 8 ,s8 „9R8 , . . . ,8 . . . o ME H TdY n F «»»w»«»«»»»»««»««»««»»«»»««««»««»»»«««««»» «»«»«»»«w«ww»»»«»««««»«»«w««»«»»»«»«»««ww«» i ° 8 88 c8S8R 88 g R 88 $ 8 d 6 fad F =z o S s s $ 8 88 S 3 7 a o s 8 8 8 gg S SR. d 3 3 R 8 i 88888888888888888888i6108888RR8R888888888 ,88888888888 „8888X888888R888888888g88i¢ 888 gkp F 8 S19 q� 8 td z ����������_ _����^�$G���II�$�6�3i�� O �R.Rw eN� FSs f Q N W »««w»»»«»w»»»»»«www»»»»»»w»»»»»«ww»»»»»»»w»»«wwww»»»w»»w»»»w»»w»»»»»»»»»«w««« www« w 888888888888888Rs888f88888888sg°lSs8888888 ,88888888888 . ,8888 88888a�88888888888888888888 w eR sK see A R __AA919 �$ $s8 6F� �� 6�s8�RSR!&9 `»$' > z a «»»»»»»»»»««w«»»»»»»»»«»»»»ww»»»»»»»»wwww»www»»»»»»»«www»«»»www»w»»»««»»«w»»»»»»»»»»»»» s ssa�s�� aaaa»q41 „�a88 � � �^ +BMA x"122212 iiidd8 Su888 � i AAs - -r WW UU Im z o ? 9Vs 1211051th6�99'uu'Lu'o�oL9�etO!5!b39 s!s!s6616661 66655=9'uu9��93����o�L399�SLYb33b9<Y`<"�"ISSS�33 W a mQ s�__ $_'s^ _ §o BAR `$ t ski"a.o$�. »ne `$` 3� ` �� s �s o_$Ee �s _o�q„5 �,i 0 m E E 3R 8888888 9 0 5i8 8 R U R Q8Q Q8Q 8Q8Q8 Q8Q8�Q8p8�$p $88Q .1N1 88rnm o x N E .I. .I iS6 2Sii76NMi6 y aE tl6 S �r� aE x ' o f I i IoR 8888888 eR8 R ID c 0 o N a a N w w N N N»w N N N N N N N»N»»N N N M N N M N w w N N N w N w N N w w w N N N N N N»N w»N N N N»»M M N»»N N N M N H N N • I I I d d $ d d 1- j H o �- a I w .88 888'"88 8 88 8 8$$� s o �os > o E �Rvi E E r o o w 6 8" 889k88 `c$H 8 0 d d $ a a S L Is d N dd O O 3 S s �3 87CH88R8K888.H888888888888888888 „&; 8888888888888R8gR88,9,H 8$�88Q'i�'8p8p8{�8Q88Q8{�y�Qm�e m Z is9 $$ 9n Z d4"a #"� � �5 �� z 25�iS0iS7{2f��fZSMONN 'O �piN'H '"SHARH�dosnwN �� _ 7U v�aN.a�i . dnid sY 7 Ndri� v+� a - a a vi N M N M M M N N N M N N N N w N M M N N M M w N M M N N N w w M w w N N N N w N N w M M N N M M N N N N»N N»N» N N N N N w N N w N W k Hi �RKE$Y'488888HH8B1918 SBS W 881"I H$$$$$$$$$BRRSB W SSBICH$H8H8H� dw dd0�N N U E6 daf N •GN V MPH CL NMI It t > > N»»»»NNNNNN»»NNww»»»»NwwNN»Nw N»NNNN«NNN»»»NN»»« NNNNNNN»»»N» J W h J J~J F qW N m,H CW Z daabdd n g J N �� mJ $ U Ell LP It s€gg _ _ aaaaaaaaaa� o s u �vd > m I1��;�'31��"�:��n✓i15 "9a m t ohnLL� as } Z n> J: � � z �YuuS Y `t'ISISISIS`3 � Z ..u3"JuSIS`3 o°S�� < z � a � : m mQ may- 'o � a � a • > > s w ci �j$ 8688E88S88��7-ono=`•-R = `MUM``�����f<<i i<<<<<< m TO: FINANCE DIRECTOR FROM: TRANSPORTATION SYSTEMS DIRECTOR CONTRACTOR: Scarsella Bros.,Inc. CONTRACT NO. CAG 98-001 ESTIMATE NO. 4 PROJECT: Oakesdale Avenue SW Extension SW 27th Street to SW 16th Street 1. CONTRACTOR EARNINGS THIS ESTIMATE $ 538,534.63 2. SALES TAX @ 8.60% $ 8,801.98 3. TOTAL CONTRACT AMOUNT TIRS ESTIMATE $ 547,336.61 4. EARNINGS PREVIOUSLY PAID CONTRACTOR $ 1,211,545.08 5. * EARNINGS DUE CONTRACTOR THIS ESTIMATE $ 511,607.90 6. SUBTOTAL-CONTRACTOR PAYMENTS $ 1,723,152.98 7. RETAINAGE ON PREVIOUS EARNINGS $ 63,765.52 8. ** RETAINAGE ON EARNINGS THIS ESTIMATE $ 26,926.73 9. SUBTOTAL-RETAINAGE $ 90,692.25 10. SALES TAX PREVIOUSLY PAID $ 1,278.99 11. SALES TAX DUE THIS ESTIMATE $ 8,801.98 12. SUBTOTAL-SALES TAX $ 10,080.97 * (95%xLINEI) ** (RETAINAGE:5%) GRAND TOTAL: $ 1,823,926.20 FINANCE DEPARTMENT ACTION: PAYMENT TO CONTRACTOR(Lines 5 and 11): SCHEDULE'A' ACCOUNT 317/000022/016.5950.0030.60/25104/5460 $ 414,376.76 SCHEDULE'B' ACCOUNT 421.000600.018.5960.0038.65.065285/65285/5460 $ 98,827.64 SCHEDULE'C' ACCOUNT 421.000400.018.5960.0035.65.045285/45285/5460 $ 7,205.48 $520,409.88 RETAINED AMOUNT(Line 8): SCHEDULE'A' ACCOUNT 317/000022/016.5950.0030.60/25104/5460 $ 21,809.30 SCHEDULE'B' ACCOUNT 421.000600.018.5960.0038.65.065285/65285/5460 $ 4,769.67 SCHEDULE'C' ACCOUNT 421.000400.018.5960.0035.65.045285/45285/5460 $ 347.76 $ 26,926.73 TOTAL THIS ESTIMATE: $ 547,336.61 CHARTER 116,LAWS OF 1965 CITY RENTON CERTIFICATION I,THE UNDERSIGNED DO HEREBY CERTIFY UNDER PENALTY OF PERJURY,THAT THE MATERIALS HAVE BEEN FURNISHED,THE SERVICES RENDERED OR THE LABOR PERFORMED AS DESCRIBED HEREIN,AND THAT THE CLAIM IS A JUST,DUE AND UNPAID OBLIGATION AGAINST THE CITY OF RENTON,AND THAT I AM AUTHORIZED TO AUTHENTICATE AND CERTIFY TO SAID CLAIM SIGNED: Igo GIspq$ MIA VIM �i� � � �� ��A _sag crt a aaAFx$aa � H99 19 seas$ s�9a12 1aa s e 8s cg�a `s 88 , SE8R8s9 �8 „8� ,Y8RRIC , 88988 , 88888 888 , 8 , i , 8A ,888 , RR 11 e$R" a�R iK r w»w«»»w«w«««»w»«««««wwwwww«ww«www«wwwww»»wwww»»»w«ww«www»»«w«wwww»««ww«»«»w»»ww«««w « e y8a 8g8 8Sg88aa=:z8 ago 8 E8688 88888 $$Y{1Q6 ax�IB $ 8 8� 888 = n o N opBi F ' Ka S a Nel iN o000 �y: g NK iS 8 „8 a8 , 'R8 ,8 „8` ,aa ,aK , 888 , 8888 9 A a w»»«»«w»«»«w»«ww»www«www»»w«»»w»»»»w»www»»ww»«ww««»«»»»«««w»«www»«»»»w»w»wwwww»«www»»» . � Q 8 spgp HY� a 88 8 g 88 888 88�a 8 8 8 9 $ 8 g 1L-� I IN NaG - �$ Nail nQii A a - I i i 8888 „88 8.8 ,a sag ar8 B ,RR , ,888 , 8 ,8 ,8 ,88$ ,& 8F1 „8 , � o ��� aa�Rie nN R'`" SIp 8 gd 353 «ww ww» w«w»«www«ww»»«w««w»w»»»««» »w»» »»««w»«»ww»»»««»««»»««»»««»»««»»»»»«»«www»»»« I o c g8 8g }Ng� 8agnC6'R a 8�ai{ 888 8 a a 8a0 H 83 8 .e �BHw�a o 8tn ^i Sp eN i ^r'S N a O ■■ a 888 8poa s B Yl a s h N �W e n,n °0 aD i C S R 8 8 g 8 a 8 8 8888888888888888888a1888881RR1°8RB8k8888888 ,88888888888 „8888�888888!{888888888S88ak88888a r 4 o iN- Sst "SER-e4�R' �a na-� icswaSI : -N aKaelf s a w F $oRR § $eR :RaRRR gsRR �R "6mRR�RRRRR�� 8ss8Rg � �� P } ? aw»w»»w»«»«wwww»»»»»«»»«««»»ww»»»»»ww»»»»«»»»«»»w»»««ww«»w»w»»»»»««»»»»»»»»ww»»»»»»»»ww s ap ebb �bhb„nnn aa» "qaa�a - acx�bx$Yw»» IN Off 45 a . . . fill .41 fill z o j �Y�e.39o939533'uo'uLbu��� S ��SS9'S�SSSSS3� SSS��oLL�o�i3Sk��$abSm9���Y3Sc'SYYYYYSSSb�S3 `_ Ul ui aes $o8R -� � �a �fio �e. »R. 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QUANTITY 518198 5115198 5122198 5/29Ml8 Quentf Amount Ouanti Amount Quanta 8.6%Sales Tax: 5 125.51 598.14 $ 598.14 TOTAL-SCHEDULE C: S 64,724.44 $ $ 7,553.24 $ 7.553.2+1 11.67% GRAND TOTAL: $ 4,068,585.99 s 1.278,589.e0 $ 547.338.81 s t e23,M.21 «emk City oy Renton,Oekeedale Avenue Pay EMimete Page 3 PEST4 xLS,WM.2:33 PM r. TO: FINANCE DIRECTOR FROM: TRANSPORTATION SYSTEMS DIRECTOR CONTRACTOR: Scarsella Bros.,Inc. CONTRACT NO. CAG 98-001 ESTIMATE NO. 4 PROJECT: Oakesdale Avenue SW Extension SW 27th Street to SW 16th Street 1. CONTRACTOR EARNINGS THIS ESTIMATE $ 538,534.63 2. SALES TAX @ 8.60% $ 8,801.98 3. TOTAL CONTRACT AMOUNT THIS ESTIMATE $ 547,336.61 4. EARNINGS PREVIOUSLY PAID CONTRACTOR $ 1,211,545.08 5. * EARNINGS DUE CONTRACTOR THIS ESTIMATE $ 511,607.90 6. SUBTOTAL-CONTRACTOR PAYMENTS $ 1,723,152.98 7. RETAINAGE ON PREVIOUS EARNINGS $ 63,765.52 8. ** RETAINAGE ON EARNINGS THIS ESTIMATE $ 26,926.73 9. SUBTOTAL-RETAINAGE $ 90,692.25 10. SALES TAX PREVIOUSLY PAID $ 1,278.99 11. SALES TAX DUE THIS ESTIMATE $ 8,801.98 12. SUBTOTAL-SALES TAX $ 10,080.97 * (95YxLINEl) ** (RETAINAGE:5%) GRAND TOTAL: S 1,823,926.20 FINANCE DEPARTMENT ACTION: PAYMENT TO CONTRACTOR(Lines 5 and 11): SCHEDULE'A' ACCOUNT 317/000022/016.5950.0030.60/25104/5460 $ 414,376.76 SCHEDULE'B' ACCOUNT 421.000600.018.5960.0038.65.065285/65285/5460 $ 98,827.64 SCHEDULE'C' ACCOUNT 421.000400.018.5960.0035.65.045285/45285/5460 $ 7,205.48 $520,409.88 RETAINED AMOUNT(Line 8): SCHEDULE W ACCOUNT 3 1 7/000022/0 1 6.5950.0030.60/25104/5460 $ 21,809.30 SCHEDULE'B' ACCOUNT 421.000600.018.5960.0038.65.065285/65285/5460 $ 4,769.67 SCHEDULE'C' ACCOUNT 421.000400.018.5960.0035.65.045285/45285/5460 $ 347.76 $ 26,926.73 TOTAL THIS ESTIMATE: $ 547,336.61 CHARTER 116,LAWS OF 1965 CITY OF RENTON CERTIFICATION I,THE UNDERSIGNED DO HEREBY CERTIFY UNDER PENALTY OF PERJURY,THAT THE MATERIALS HAVE BEEN FURNISHED,THE SERVICES RENDERED OR THE LABOR PERFORMED AS DESCRIBED HEREIN,AND THAT THE CLAIM IS A JUST,DUE AND UNPAID OBLIGATION AGAINST THE CITY OF RENTON,AND THAT I AM AUTHORIZED TO AUTHENTICATE AND CERTIFY TO SAID CLAIM SIGNED: 3 m m c ti Q �a a a Z r�g8<rmigg<ii<iw��S"rTq"<qo0 D m < 2 <I r r w w n n = O N < m QQm9msa SSjyp• aR@gf €$ �a9 ��@yypq It �` tg X'm fit �3 � tpi� 6 O A z In fir gmv is ws�S% ' m w ww� $�Q a•gs rH$gN Su§ N ,' gist a`ss 'e ¢ s s +i I Z & .'s $u .x�W. oo ais�,a a�„§ po PR uu 960 �tawcii;r.. 4N aaf�u.an� also <,.�.p u0i 3 88P3?28888888888888888�888888 8888 88888888888' 8888888&RISKSASM 88�888N �l888888888888888 m A D m �dwjsCSN..u2Iy.,+ HN mN+^1t3�N}�ANB:1 "E3- ";:3 1. . _ p+gas v��A.jg „ ���6E����� 888888uA88S888888888l�888888-I8888 88888888888 8888888v8888a 88888dd88898888888888888888 s s $ s 8 8 8 as 8 m m p s �p 8 s s 8 8 ss 8 s amx I it s 8 & Aga e88 8 s s a c s g 8 8 8 as O v s L� �g s 8 888 8 � �No gA 88 a8ag� s. !g 8 t7C' 8 8g $ ,yYB' g 8 88 8 n.°c 8 8 a 8" ASS 8' ' 888 8' S' 8" 898 P1;' F. 8+Y0'x88' 88 88 8989"a t �gn y y10 �i Lf $ p 3, cow yyN � VS p9 �N : m 8 8 L G s 8 8Ng8 888 88 88 $8 d gia 80 8 S a ..........»» «»I« «I«« «.««S« «Q z 88 :8' ' 8' a 8 t ss' I � Ali II I I 8I88 �8 x Ig 8rg �x$88 88988 III 88g88 $8 s--atw,8S s 8 188 I $8681c - — ««II» «I» »I« «« «I»« «I«««»««» «« o �« c I I I I »I»�x� Ns�« 888 =8 Y 8' 88888888 88888 al am�85' :8' 8,85888828I, . 8.$ 8888 i I it I I y w n D >N-os��scrcNsmo = > >>D D>>>D> o;� m IL smc 10 i v' ,am a N , Z, ti 's'�oy -a «a sm m$' g Zo H -�asti '$_»g_ '� 8sgN 1 Y �o T TIT C;r Fqq�A w w N w O m 8 0000�s��c,�no onoo mr « p�p_sYBs°.g88R8�Y88Y } g� fit >co - • fig¢$ _ 8T _ 9 r 'Y ��S " c m m ' �i m N m N > s 3 $�H§� ¢¢4 O N NG�cn m /, my m �8 u' T O p a m 3 C C r '- �n i m Fn p �� m D i Z Z Z 1}.� QQ 9 'OQ'y5�5��5S5���i 7F l52S'oi5 25CRRoG n EGYYm u�SSpi5j5wwiSmm l56 n SCi36..m,'e�3S7w Z3m6A i562f2fiilSS 75S35N�GKN�ow�N�o 8 m8$88888d88$ m 884t�8888s888888N88 m $$888888888888M88888888$88888NS$88US58N2S m .......... M N M M M«« u, N 3 N m 3 O NSl� �� NyW C CNAm {tmP«IS�O Ro c wa8888888 888 rar"ao88a58 89888 F�' 8&88888888888888888888888888888$8 Sd888d8 N{r 8 S 8 a m i 8 8 8:j a $8 mC mm '� gg N I 9g 8 88 N�: S Sal 88 mm� p pN N 8 8 $ 8 8 888& -98 88888888 g mm I � I $ 8888888 tl' - c c w " 9 D v § S 0m 9 §21'§ MOM �� 8888' ' 8' ' 88 " 8 ' ' $' 9888888 88' D � D 8 8gg$5�88� F 888888888 I 8' 8' 88u8,;j:88� $ 8i88888889 8' 88' I _y yy i O 739�P� $b9380 88g 8 88888888. g 8g888i888 »aa oc N»«» « « N N«I«»N « --il0 868' 'I' ''I' 8' 8 88 8�j:88 ; $ ' s888888!- 88888,888'I' 88' sm� : a ! o s las"sg x s s� asa"lgassa"sla's i ! !s�ss � m Week ITEM BID 514198 5111198 5118198 5125198 Previous Previous This This Total Total Amoun %Co�Ieto ITEM UNIT PRICE AMOUNT 519196 5115198 5122188 5129198Ouanti Amount Ouanti Amount Quantit 8.5%Sales Tax: 5,125.51 E 598.14 a Bse.uTOTAL-SCHEDULEC: E 64,724.44 E E 7,55324 s �.553.ze GRAND TOTAL: E 4,068,585.99 $1.276,589,6D S 547,338.61 S 1,823,926.21 ..�■ City o/Renton,Oakecmle Avenue Pay E.b—ts Pepe 3 PEST4.XLS,6111Me,3:35 PM TO: FINANCE DIRECTOR FROM: TRANSPORTATION SYSTEMS DIRECTOR CONTRACTOR: Scarsella Bros.,Inc. CONTRACT NO. CAG 98-001 ESTIMATE NO. 5 PROJECT: Oakesdale Avenue SW Extension SW 27th Street to SW 16th Street 1. CONTRACTOR EARNINGS THIS ESTIMATE $ 693,960.94 2. SALES TAX @ 8.60% $ 7,177.20 3. TOTAL CONTRACT AMOUNT THIS ESTIMATE $ 701,138.15 4. EARNINGS PREVIOUSLY PAID CONTRACTOR $ 1,723,152.98 5. * EARNINGS DUE CONTRACTOR THIS ESTIMATE $ 659,262.90 6. SUBTOTAL-CONTRACTOR PAYMENTS 2,382,415.98 7. RETAINAGE ON PREVIOUS EARNINGS $ 90,692.25 8. ** RETAINAGE ON EARNINGS THIS ESTIMATE $ 34,698.05 9. SUBTOTAL-RETAINAGE $ 125,390.30 10. SALES TAX PREVIOUSLY PAID $ 10,080.97 11. SALES TAX DUE THIS ESTIMATE $ 7,177.20 12. SUBTOTAL-SALES TAX $ 17,258.17 * (95%xLINEI) ** (RETAINAGE:5%) GRAND TOTAL: S 2,525,064.35 FINANCE DEPARTMENT ACTION: PAYMENT TO CONTRACTOR(Lines 5 and 11): SCHEDULE'A' ACCOUNT 317/000022/016.5950.0030.60/2 5 1 04/5460 $ 579,979.83 SCBEDULE'B' ACCOUNT 421.000600.018.5960.0038.65.065285/65285/5460 $ 33,920.50 SCHEDULE'C' ACCOUNT 421.000400.018.5960.0035.65.045285/45285/5460 $ 52,539.77 $666,440.10 RETAINED AMOUNT(Line 8): SCHEDULE'A' ACCOUNT 3 1 7/000022/0 1 6.5950.0030.60/25104/5460 $ 30,525.25 SCBEDULE'B' ACCOUNT 421.000600.018.5960.0038.65.065285/65285/5460 $ 1,637.09 SCHEDULE'C' ACCOUNT 421.000400.018.5960.0035.65.045285/45285/5460 $ 2,535.70 $ 34,698.05 TOTAL THIS ESTIMATE: $ 701,138.15 CHARTER 116,LAWS OF 1965 CITY OF RENTON CERTIFICATION I,THE UNDERSIGNED DO HEREBY CERTIFY UNDER PENALTY OF PERJURY,THAT THE MATERIALS HAVE BEEN FURNISHED,THE SERVICES RENDERED OR THE LABOR PERFORMED AS DESCRIBED HEREIN,AND THAT THE CLAIM IS A JUST,DUE AND UNPAID OBLIGATION AGAINST THE CITY OF RENTON,AND THAT I AM AUTHORIZED TO AUTHENTICATE AND CERTIFY TO SAID CLAIM SIGNED: OAKESDALE AVENUE CAG 98-001 PAY ESTIMATE 5 SCHEDULE A-ROADWAY Week ITEM BID 6/1/98 6/8/98 6/15198 1126191 Previous Previous This This Total NO. QUANTITY UNITS ITEM UNIT PRICE OUNT 6/5/98 6/12198 6/19/98 6/26/98 Quanti Amount Quanti Amount Quanti Total Amount %Complete AM Al 1 LS Mobilization 1-09.7 $ 347,500.00 $ 347,500.00 1.00 $ 347,500.00 $ 1.00 $ 347,500.00 100.00 A2 7.40 AC Clearing and Grubbing 2-01 $ 4,000.00 $ 29,600.00 7.40 $ 29,600.00 $ 7.40 $ 29,600.00 100.00% A3 970 LF Clearing Limit Fence 2-01 $ 5.00 $ 4,850.00 1720.00 $ 8,600.00 $ 1720.00 $ 8,600.00 177.32% A4 1 LS Removal of Structures and Obstructions 2-02 $ 30,000.00 $ 30,000.00 0.05 0.90 $ 27,000.00 0.05 $ 1,500.00 0.95 $ 28,500.00 95.00% A5 1 LS Remove Existing Retaining Wall 2-02 $ 3,000.00 $ 3,000.00 $ - _ $ $ - A6 350 _ LF Saw Cutting 2-02 $ 3.50 $ 1,225.00 $ $ $ A7 5,664 SY Remove Asphalt Concrete Pavement 2-02 $ 3.00 $ 16,992.00 _ 270.00 3804.00 $ 11,412.00 270.00 $ 810.00 4074.00 $ 12,222.00 71.93% A8 300 LF Remove and Reset Chain Link Fence 2-02 $ 9.50 $ 2,850.00 228.00 $ 2,166.00 $ 228.00 $ 2,166.00 76.00% A9 1 EA Remove and Reset Metal Gate 2-02 $ 1,000.00 $ 1,000.00 $ - $ $ - A10 610 LF Remove Paint Stripe 8-22 $ 0.50 $ 305.00 $ $ $ All 7 EA Remove Painted Traffic Arrow 8-22 $ 20.00 $ 140.00 $ $ $ Al2 1.0 HUND. Remove Raised Pavement Markers 2-02 $ 75.00 $ 75.00 $ $ - $ A13 1 LS Relocate Irrigation System 1-07.17 $ 31,425.00 $ 31,425.00 $ - $ - $ - A14 1 LS Utility Relocations and Protection 1-07.17 $ 40,000.00 $ 40,000.00 0.50 $ 20,000.00 $ - 0.50 $ 20,000.00 50.00% A15 7,564 CY Roadway Excavation,including Haul 2-03 $ 4.00 $ 30,256.00 7331.01 $ 29,324.04 $ - 7331.01 $ 29,324.04 96.921/6 A16 640 CY Channel Excavation,including Haul 2-10 $ 8.75 $ 5,600.00 _ 576.00 $ 5,040.00 $ - 576.00 $ 5,040.00 90.00% A17 10,674 CY Water Quality Pond Excavation,including Haul 2-03 $ 8.75 $ 93,397.50 10674.00 $ 93,397.50 $ - 10674.00 $ 93,397.50 100.00% A18 20,500 CY Mitigation Wetland Excavation,including Haul 8-32 $ 8.75 $ 179,375.00 20500.00 $ 179,375.00 $ - 20500.00 $ 179,375.00 100.00% A19 100 CY Unsuitable Foundation Excavation,including Haul 2-03 $ 15.50 $ 1,550.00 212.29 $ 3,290.50 _ $ 212.29 $ 3,290.50 212.29% A20 280 TON Quarry Spalls 8-15 $ 30.00 $ 8,400.00 544.38 $ 16,331.40 $ - 544.38 $ 16,331.40 194.42% A21 29,325 TON Gravel Borrow,including Haul 2-03 $ 8.85 $ 259,526.25 2550.73 3664.61 2892. 99 2289.43 17729.15 $ 156,902.98 11397,26 $ 100,865.75 29126.41 $ 257,768.73 99.32% A22 1,299 CY Structure Excavation Class A,including Haul 2-09.3(3) $ 8.75 $ 11,366.25 20.69 95.26 1357.11 $ 11,874.71 115.95 $ 1,014.56 1473.06 $ 12,889.28 113.40% A23 1 LS Shoring or Extra Excavation,Class A 2-09 $ 20,000.00 $ 20,000.00 1.00 $ 20,000.00 $ - 1.00 $ 20,000.00 100.00% A24 990 SF Shoring or Extra Excavation,Class B 2-09 $ 2.00 $ _ 1,980.00 $ __ $ $ - A25 201 CY Gravel Backfill for Abutment Wall 2-09 $ 30.00 $ _ 6,030.00 206.60 72.23 $ - 278.83 $ 8.364.90 278.83 $ 8,364.90 138.72% A26 1,254 TON Gravel Backfill for Trench 2-09 $ 8.85 $ 11,097.90 240.00 700,00 $ 6,195.00 240.00 $ 2,124.00 940.00 $ 8,319.00 74.96% A27 3,171 TON Gravel Backfill for Modular Block Wall 2-09 $ 8.85 $ 28,063.35 154.99 1194.66 $ 10,572.74 154.99 $ 1,371.66 1349.65 $ 11,944.40 42.56% A28 58 LF Corrugated Polyethylene Storm Sewer Pipe-8"dia. 7-04 $ 15.15 $ 878.70 65.00 $ - 65.00 $ 984.75 65.00 $ 984.75 112.07% A29 1,705 LF Corrugated Polyethylene Storm Sewer Pipe-12"dia.7-04 $ 18.55 $ 31,627.75 356.00 230.00 948.00 $ 17,585.40 586.00 $ 10,870.30 1534.00 $ 28,455.70 89.97% A30 234 LF I Corrugated Polyethylene Storm Sewer Pipe-18"dia.7-04 $ 23.35 $ 5,463.90 234.00 $ 5,463.90 $ - 234.00 $ 5,463.90 100.00% A31 1,047 LF Corrugated Polyethylene Storm Sewer Pipe-24"dia.7-04 $ 29.65 $ _ 31,043.55 1018.00 $ 30,183.70 $ - 1018.00 $ 30,183.70 97.23% A32 811 LF Ductile Iron Storm Sewer Pipe-12"dia. 7-04 $ 33.15 $ 26,884.65 218.00 45.00 505.00 $ 16,740.75 263.00 $ 8,718.45 768.00 $ 25,459.20 94.70% A33 396 LF Ductile Iron Storm Sewer Pipe-18"dia. 7-04 $ 44.25 $ 17,523.00 65.00 331.00 $ 14,646.75 65.00 $ 2,876.25 396.00 $ 17,523.00 100.00% A34 145 LF Ductile Iron Storm Sewer Pipe-24"dia. 7-04 $ 86.35 $ 12,520.75 120.00 23.00 $ - 143.00 $ 12,348.05 143.00 $ 12,348.05 98.62% A35 9 EA Adjust Catch Basin 7-05.3(1) $ 250.00 $ _ 2,250.00 $ $ - $ - _ A36 4 EA Connection to Existing Pipe 7-05.3(3) $ 200.00 $ _ 800.00 $ - $ $ - A37 4 EA Connection to Existing Catch Basin 7-05.3(3) $ 200.00 $ 800.00 2.00 $ 400.00 _ $ - 2.00 $ 400.00 50.00% A38 3 EA Concrete Inlet 7-05 $ 500.00 $ 1,500.00 1.00 3.00 $ 1,500.00 1.00 $ 500.00 4.00 $ 2,000.00 133.33% A39 29 EA Catch Basin-Type 1 7-05 $ 700.00 $ 20,300.00 5.00 4.00 17.00 $ 11,900.00 9.00 $ 6,300.00 26.00 $ 18,200.00 89.66% A40 9 EA Catch Basin-Type 2-48"dia. 7-05 $ 1,675.00 $ 15,075.00 8.00 $ 13,400.00 $ - 8.00 $ 13,400.00 88.89% A41 2 EA Catch Basin-Type 2-72"dia. 7-05 $ 5,500.00 $ 11,000.00 2.00 $ 11,000.00 $ 2.00 $ 11,000.00 100.00% A42 Not Used $ - $ - $ - $ $ - _ A43 1 EA Debris Barrier 2-24"dia 7-04 $ 500.00 $ 500.00 $ - $ - $ - A44 10 EA Cap Pipe End 7-04 $ 50.00 $ 500.00 _ 10.00 $ 500.00 $ - 10.00 $ 500.00 100.00% A45 9 EA Stake Pipe End 7-04 $ 60,00 $ 450.00 10.00 $ 500.00 $ - 10.00 $ 500.00 111.11% A46 1 LS Water Quality Ponds 7-05 $ 18,000.00 $ 18,000.00 0.95 $ 17,100.00 $ - 0.95 $ 17,100.00 95.00% A47 1 LS Water Quality Vault 7-05 $ 57,500.00 $ 57,500.00 0.85 $ 48,875.00 $ - 0.85 $ 48,875.00 85.00% A48 488 CY Soil Excavation for Shaft,incl.Haul-V dia. 6-13 $ 210.00 $ 102,480.00 _ 357.60 $ 75,096.00 $ - 357.60 $ 75,096.00 73.28% A49 1 FA Removal of Shaft Obstruction 6-13 $ 5,000.00 $ 5,000.00 _ $ - $ - $ - A50 137,939 LB Steel Reinforcing Bar 6-02.5 $ 0.50 $ 68,969.50 _ 135264.00 $ 67,632.00 $ - 135264.00 $ 67,632.00 98.06% A51 488 CY Concrete Class 4000W for Shaft 6-02 $ 92.00 $ 44,896.00 417.54 $ 38,413.68 $ - 417.54 $ 38,413.68 85.56% A52 311 CY Concrete Class 4000 for Bridge 6-02 $ 250.00 $ 77,750.00 8.38 306.86 $ 76,715.00 8.38 $ 2,095.00 315.24 $ 78,810.00 101.36% A53 1 LS Superstructure,Springtxook Creek Bridge 6-02 $ 500,000.00 $ 500,000.00 0.55 0.04 $ - 0.59 $ 295,000.00 0.59 $ _ 295,000.00 59.00% A54 1 CALC. Deficient Strength Concrete Price Adjustment 6-02.3(5) $ - $ - $ $ - $ A55 1 CALC. Slump and Air Price Adjustment 6-02.3(5) _ $ - $ $ $ $ A56 301 LF Pedestrian Barrier 6-10 $ 57.00 $ 17,157.00 _ _ $ - $ $ - A57 5,386 SF Modular Block Wall 8-28 $ 15.00 $ 80,790.00 140.00 586.00 2794.00 $ 41,910.00 726.0p $ 10,890.00 3520.00 $ 52,800.00 65.35% A58 777 LF Handrail 6-06 $ 55.00 $ 42,735.00 __ $ - $ - $ - A59 777 LF Railing Seat 6-10 _ $ 80.00 $ 62,160.00 _ $ - $ - $ - A60 4,581 TON Crushed Surfacing Top Course 4-04 $ 11.75 $ 53,826.75 104.57 415.05 $ 4.876.84 104.57 $ 1,228.70 519.62 $ 6,105.54 11.34% A61 100 SY Planing Bituminous Pavement 5-04.3(14) $ 20.00 $ 2,000.00 _ $ - $ $ - A62 2,658 TON Asphalt Concrete Pavement Class A 5-04 _ $ 30.00 $ 79,740.00 _ _ _ _ _ $ $ $ A63 7,690 TON Asphalt Concrete Pavement Class E 5-04 $ 26.50 $ 203,785.00 _ _ $ $ $ A64 137 CY Concrete Class 4000 for Bridge Approach Slab 5-05.3(19) $ 155.00 $ 21,235.00 _ _ $ $ $ A65 66 EA Bridge Approach Slab Anchor 5-05.3(19) $ 30.00 $ 1,980.00 _ $ $ $ A66 24,244 LB Steel Reinforcing Bar for Bridge Approach Slab 5-05.3(19) $ 0.50 $ 12,122.00 _ _ $ $ $ A67 10,314 LB Epoxy-Coated Steel Reinf.Bar for Br.Appr.Slab 5-05.3(19) $ 0.67 $ 6,910.38 _ $ $ $ A68 1 FA Temporary Water Pollution/Erosion Control 1-07.15 $ 3,500.00 $ 3,500.00 _ $ $ $ A69 5,458 LF Construction Geotextile for Temporary Silt Fence 2-12 $ 4.00 $ 21,832.00 _ 5458.00 $ 21,832.00 $ 5458.00 $ 21,832.00 100.00% A70 673 _ SY Construction Geotextile for Soil Stabilization 2-12 $ 3.00 $ __ 2,019.00 _ 654.77 $ 1,964.31 $ 654.77 $ 1,964.31 97.29% _ _ A71 0.50 AC Mulching 8-01.3(5) $ 750.00 $ 375.00 $ _ $ _ $ City of Renton,Oakesdale Avenue Pay Estimate Pagel PEST5-2.XLS,7/24/98,2:43 PM Week ITEM BID 6/1/98 6/8/98 6/ 55/98 6126/98 Previous Previous This This Total Total Amount %Complete NO. QUANTITY UNITS ITEM UNIT PRICE AMOUNT 6/5/98 6/12/98 6/19/98 6/26/98 QuantityAmount QuantityAmount Quantityp A72 335 SY Clear Plastic Cover 8-01.3(8) $ 4.00 $ 1,340.00 _ 585.00 $ 2,340.00 $ 585.00 $ 2,340.00 174.63% A73 2 EA Stabilized Construction Entrance 8-01.3(12) $ 3,500.00 $ 7,000.00 2.00 $ 7,000.00 $ 2.00 $ 7,000.00 100.00% A74 20 EA Storm Drain Inlet Protection 8-01.3(13) $ 150.00 $ 3,000.00 5.00 $ 750.00 $ 5.00 $ 750.00 25.00% A75 376 CY Hand Placed Riprap 8-15 $ 55.00 $ 20,680.00 $ - $ $ A76 1 LS Path modifications 8-30 $ 5,000.00 $ 5,000.00 $ $ $- _ A77 0.89 AC Roadway-Related Seeding 8-01.3(4) $ 12,360.00 $ 11,000.40 $ - $ _ $ A78 1.70 AC Future-Roadway Seeding 8-01.3(4) $ 1,190.00 $ 2,023.00 $ $ $ A79 1.48 AC Upland Seeding 8-01.3(4) $ 15,950.00 $ 23,606.00 $ $ $ ASO 2.37 AC Constructed-Wetland Seeding 8-01.3(4) $ 16,835.00 $ 39,898.95 $ _ $ $ A81 6.85 AC Liming 8-01.3(4)C $ 575.00 $ 3,938.75 $ $ $ A82 1,316 EA PSIPE Trees 8-02.3 $ 27.50 $ 36,190.00 $ $ $ A83 1,797 EA PSIPE Shrubs 8-02.3 $ 3.50 $ 6,289.50 $ $ $ A84 3,600 EA PSIPE Emergents 8-02.3 $ 4.20 $ 15,120.00 $ $ $ A85 1,500 SY Wildlife Fabric 8-32 $ 8.20 $ 12,300.00 $ $ $ A86 2 EA Snags 8-32 $ 500.00 $ 1,000.00 $ $ $ A87 8 EA Downed Logs 8-32 $ 500.00 $ 4,000.00 $ $ $ _ A88 89,200 SF Temporary Irrigation(Mitigation Wetland) 8-32 $ 0.20 $ 17,840.00 _ $ $ $ A89 4,707 LF Cement Concrete Barrier Curb and Gutter 8-04 $ 7.75 $ 36,479.25 $ $ $ A90 213 LF Cement Concrete Barrier Curb 8-04 $ 12.50 $ 2,662.50 $ $ $ A91 158 LF Type A Block Traffic Curb 8-07 $ 6.50 $ 1,027.00 $ $ $ A92 3,872 SY Cement Concrete Sidewalk 8-14 $ 15.75 $ 60,984.00 $ $ $ A93 5,415 LF Paint Stripe 8-22 _ $ 0.15 $ 812.25 $ $ $ A94 420 LF Plastic Crosswalk Stripe 8-22 $ 1.50 $ 630.00 $ $ $ A95 165 LF Plastic Stop Bar 8-22 $ 2.75 $ 453.75 $ _ $ $ A96 50 EA Plastic Traffic Arrow 8-22 $ 35.00 $ 1,750.00 $ $ $ A97 2 EA Painted Preferential Lane Symbol 8-22 $ 45.00 $ 90.00 $ $ _ $ A98 6,000 EA Raised Pavement Marker-Type 1 8-09 $ 1.40 $ 8,400.00 $ $ $ _ A99 570 EA Raised Pavement Marker-Type 2 8-09 $ 2.15 $ 1,225.50 $ _ $ $ - A100 _ 1 LS Permanent Signing 8-21 _ $ 3,000.00 $ 3,000.00 $ $ $ A101 1_ LS Illumination System,Complete 8-20 $ 101,500.00 $ 101,500.00 0.25 $ 0.25_ $ 25,375.00 0.25 $ 25,375.00 25.00% A102 1 LS Traffic Signal System,Complete 8-20 $ 93,600.00 $ 93,600.00 $ $ - $ - A103 _ 1 LS Interconnect,Complete 8-20 __ $ 21,450.00 $ 21,450.00 0.5o $ - 0.50 $ 10,725.00 0.50 $ 10,725.00 50.00% A104 1 LS Traffic Control 1-10 $ 25,000.00 $ 25,000.00 0.03 6.10 0.07 0.70 $ 17,500.00 0.20 $ 5,000.00 0.90 $ 22,500.00 90.00% A105 1 LS Contractor Supplied Surveying 1-05 $ 60,000.00 $ 60,000.00 0.95 $ 57,000.00 $ 0.95 $ 57,000.00 95.00% A106 6 EA Monument Case and Cover 8-13 $ 260.00 $ 1,500.00 _ $ - $ _ $ -- - A107 1 LS Settlement Instrumentation 8-33 $ 10,000.00 $ _ 10,000.00 $ - $ $ - A108 4 EA Crosshole Sonic Log Testing 6-13 $ 1,500.00 $ 6,000.00 4.00 $ 6,000.00 $ 4.00 $ 6,000.00 100.00% A109 1 LS CO#1 Install City Furnished Pump Vault $ 9,560.00 $ 9,560.00 _ _ 1.00 $ 9,560.00 _ $ 1.00 $ 9,560.00 100.00% A110 1 LS CO#1 Disconnect and Remove Equipment $ 3,500.00 $ 3,500.00 - 1.00 $ 3,500.00 _ $ - 1.00 $ 3,500.00 100.00% A111 1 LS CO#1 Electrical and Communication Service $ 9,800.00 $ 9,800.00 1.00 $ 9,800.00 $ 1.00 $ 9,800.00 100.00% rA 112 1 LS CO#1 Water Pipe Installation $ 12,525.00 $ 12,525.00 1.00 $ 12,525.00 $ 1.00 $ 12,525.00 100.00% 113 1 LS CO#1 Contractor Supplied Surveying $ 600.00 $ 600.00 1.00 $ 600.00 $ 1.00 $ 600.00 100.00% 114 100 TON CO#1 Gravel Borrow Including Haul $ 16.35 $ 1,635.00 100.00 $ 1,635.00 $ 100.00 $ 1,635.00 100.00% 115 5 EA CO#2 Catch Basin- Type 1L $ 900.00 $ 4,500.00 5.00 - $ 4,500.00 $ - 5.00 $ 4,500.00 100.00% 116 1 LS CO#3 SPU Protective Slab $ 60,000.00 $ 60,000.00 0.40 0.60 $ - 1.00 $ 60,000.00 1.00 $ 60,000.00 100.00% 117 7,000 TON CO#4 Recycle Asphalt Backfill $ 6.85 $ 47,950.00 1395.00 $ 9,555.75 $ 1395.00 $ 9,555.75 19.93% Al18 1 LS CO#6 Boeing Signal Including Power Run $ 149,807.00 $ 149,807.00 0.03 $ - 0A3 $ 4,494.21 0.03 $ 4,494.21 3.00% Al19 1 LS CO#7 Telemetry Box and Added 2"conduit Run $ 21,020.00 $ 21,020.00 0.70 $ - 0.70 $ 14,714.00 0.70 $ 14,714.00 70.00% Al20 1 INV Material on hand $ 1.00 $ 1.00 19984.50 47282.91 $ 47,282.91 19984.50 $ 19,984.50 67267.41 $ 67,267.41 Al21 912 LF CO#9 6"Perf Drain behind Walls $ 10.00 $ 9,120.00 235.00 201.00 $ 2,010.00 235.00 $ 2,350.00 436.00 $ 4,360.00 47.81% Al22 110 LF lC0#10 6"Ductile Iron Sleeve $ 18.00 $ 1,980.00 110.00 $ 1,980.00 $ - 110.00 $ 1,980.00 100.00% A123 110 LF CO#10 6"Schedule 80 PVC $ 11.00 $ 1,210.00 110.00 $ 1,210.00 $ 110.00 $ 1,210.00 100.00% A124 220 LF C0#10 2"Schedule 80 PVC $ 4.50 $ 990.00 220.00 $ 990.00 $ 220.00 $ 990.00 100.00% A125 1 LS C0#10 Additional Electrical at Pump Vault $ 2,500.00 $ 2,500.00 1.00 $ 2,500.00 $ 1.00 $ 2.500.00 100.00% A126 1 LS FA Restocking Charge for Pump Vault 5/13/98 $ 882.90 $ 882.90 1 1 1 1.00 $ 882.90 $ 1.00 $ 882.90 100.00% A127 1 LS FA Cut off Grout Pipes $ 158.06 $ 158.06 1 1.00 $ 158.06 $ 1.00 $ 158.06 A128 1 LS FA Removal gravel borrow in backfill zone for Wall"C" $ 527.85 $ 527.85 1.00 $ 527.85 $ 1.00 $ 527.85 - $ $ $ $ - TOTAL-SCHEDULE A: $ 3.799,173.03 $ 1,696,624.66 $ 610,505.08 $ 2,307,129.75 60.73% SCHEDULE B-SPRINGBROOK CREEK CHANNEL WIDENING ITEM BID UNITS ITEM UNIT PRICE AMOUNT 6/1198 6/8198 6/15/98 6/22198 Previous Previous This This Total Total Amount %Complete NO. QUANTITY 6/5/98 6/12/98 6/19/98 6/26/98 Quantity Amount Quanti Amount Quantity 81 1 LS Mobilization 1-09.7 $ 10,000.00 $ 10,000.00 1.00 $ 10,000.00 $ 1.00 $ 10,000.00 100.00% B2 1.07 AC Clearing and Grubbing 2-01 $ 4,000.00 $ 4,280.00 1.07 $ 4,280.00 $ 1 07 - $ a 280.00 100.00% B3 5,788 CY Channel Excavation,including Haul 2-10 $ 8.75 $ 50,645.00 544.00 4161.57 $ 36,413.74 544.00 $ 4,760.00 4705.57 $ 41 173.74 81.30% B4 1,000 CY Structure Excavation Class A,including Haul 2-09.3(3) $ 8.75 $ 8,750.00 1194.49 $ 10,451.79 $ - 1194.49 $ 10 451.79 119.45% 65 1 LS Shoring or Extra Excavation Class A 2-09 $ _ 5,000.00 $ 5,000.00 _ 0.15 0.85 $ 4,250.00 0.15 $ 750.00 1.00 $ 5,000.00 100.00% 66 1,0 33 TON Gravel Backfill for Modular Block Wall 2-09 $ 15.00 $ 16,395.00 325.12 767.61 $ 11,514.15 325.12 $ 4,876.80 1092.73 $ 16,390.95 99.98% B7 2,616 SF Modular Block Wall 8-28 $ 15.00 $ 39,240.00 389.00 48_2.0_0 306.00 763.00 $ 11.445.00 1177,00 $ 17,655.00 1940.00 $ 29 1.00.00 74.16% 68 1 LS Adjust Storm Water Ouffall Valve 7-04 - - - _ --- $_--4,000.00_-$- -_4,000.00 - ---- _ __ 1.00 $ 4,000.00 $ - 1.00 $ 4,000.00 100.00°/ --- - B9 1 FA Temporary Water Pollution/Erosion Control 1-07.15 $ 3,500.00 $ 3,500.00 - _ _ _---- __- -_ -_ $ $ - B10 1,018 LF Construction Geotextile for Temporary Silt Fence 2-12 - $ 4.00 $ 4,072.00 1268.00 $ 5,072.00 $ 1268 00 $ 5,072.00 J 124.56 City of Renton,Oakesdale Avenue Pay Estimate Page 2 PEST5-2.XLS,7/24/98,2:43 PM W ITEM BID eekUNITS 6/1/98 6/8/98 6/15/98 6/26198 NO. QUANTITY ITEM UNIT PRICE AMOUNT Previous Previous This This Total 6/5/98 6M2/98 6/19/98 6/26/98 Quantity Amount Quanti Amount Quanti Total Amount %Complete -B11 0.50 AC Mulching 8-OL3(5) $ 750.00 $ 375.00 812 335 SY Char Plastic Cover 8-01.3(8) - $ 4.00 $ 1,340.00 $ $ $_ B13 764 SY Erosion Control Blanket 8-01.3(8) $ 2.00 $ 1,528.00 1972.20 $ 7,888.80 $ 1972.20 $ 7,888.80 --588.729/6 614 0.62 AC Upland Seeding 8-01.3(4) $ 16,835.00 $ 10,437.70 $ $ $ 615 75 EA PSIPFkTrees 8-02.3 $ 75.00 $ 5,625.00 $ $ $ 616 1,732 EA PSIPE Shrubs 8-02.3 $ 3.70 $ 6,408.40 $ $ $ B17 276 EA Live Stakes 8-31 $ 3.20 $ 883.20 $ $ - $ 618 14 EA Large Woody Debris 8-31 $ 500.00 _ 7,00o.o0 $ $ $ 619 1 LS Contractor Supplied Surveying 1-05 $ 9,000.00 $ 9,0 $ 00.00 $ $ $ _ B20 505 LF CO#9 6"Perf Drain behind Walls 10.00 $ 0.30 0.55 $ 4,950.00 ___0.30 $ 2,700.00 0.85 $ 7,650.00 85.00% 5,050.00 200.00 200.00 $ 2,000.00 200.00 $ 2,000.00 39.60% SUBTOTAL-SCHEDULE B: $ 193,529.30 $ 110,265.48 $ 32,741.80 $ 143,007.28 TOTAL-SCHEDULE B: $ 21 8.6%Sales Tax: $ 10,172..82 2 $ 9,482.83 $ 2,815.79 $ 12,298.63 SCHEDULE C-SANITARY SEWER STUBS , 72 $ 119,748.31 $ 35,557.59 $ 155,305.90 73.89% ITEM BID 6/1/98 6/8 998 6115/98 6122118 NO. QUANTITY UNITS ITEM EUNIT PRICE AMOUNT Previous Previous This This Total 6/5/98 6/12198 6119/98 6/26/98 Quanti Amount Quanti Amount QuantityTotal Amount %Complete C1 1 LS Mobilization 1-09.7 $ 3,000.00 $ 3,000.00 0.50 C2 90 CY Removal and Replacement of Unsuitable Fill Mat'l 7-17 - _ 0.50 $ 1,500.00 0.50 $ 1,500.00 1.00 $ 3,000.00 100.00% $ 00.00 $ 2, 00.00 _- $ $ $ C3 1 LS Utility Relocations and Protection 1-07.17 $ 2,500.00 $ 2,500.00 -- " C4 135 LF Ductile Iron Sewer Pi 1.00 $ 1.00 $ 2,500.00 1.00 $ 2,500.00 100.00% Pipe-12"dia. 77-0 $ 00.00 $ 8,943.75 65.00 65.00 $ 130.00 $ 8,612.50 130.00 $ 2,500 00 00 0% C5 2 EA Manhole 48"dia. 7-05 $ 2,500.00 $ 5,000.00 1.00 1.00 C6 9 LF Manhole Additional Height48"dia. 7-05 $ 200.00 $ 1,800.00 $ 2•00 $ 5,000.00 2.00 $ 5,000.00 100.00% C7 1 LS Trench Safety System 2-09 9.00 $ 9.00 $ 1,800.00 9.00 $ 1,800.00 100.00% $ 000.00 $ 000.00 0.50 0.50 $ 1.00 $ 500.00 1.00 $ 500.00 100.00% Ce 1 LS Dravel Bng 7-08.3(1)A $ 1,000.00 $ 1,000.00 0.50 0.50 $ 500.00 0.50 $ 500.00 1.00 $ 1,000.00 100.00% C9 517 TON Gravel ion In 11 for Trench 2-17 $ 10.00 $ 5,170.00 87.74 508.25 420.51 $ 4,205.10 595.99 $ 5,959.90 1016.50 $ 10,165.00 196.62% C10 1 LS Television Inspection 7-17 $ 600.00 $ 600.00 C11 1 LS Contractor Supplied Surveying 1-05 $ 1,000.00 $ 1,000.00 $ $ $ 0.10 C12 1 LS CO#5 Addt'I Cost for Sewer Stub 0.75 $ 750.00 0.10 $ 100.00 0.85 $ 850.00 85.00% $ 26,935.18 $ 26,935.18 - -- - __ ____ _ 0.90 SUBTO -SCHEDULE $ 59,598.93 $ - 0.90 $ 24,241.66 0.90 $ 24,241.66 90.00% TAL C: 714 1 955. 0 $ 50, .06 8.6%Sales Tax: $ 5,125.51 $ 6, $ 57,669.16 TOTAL-SCHEDULE C: $ 64 $ 598.14 $ 4,361.41 $ 4,959.55 ,724.44 $ 7,553.24 $ 55,075.47 $ 62,628.71 96.76% GRAND TOTAL: $ 4,074,070.29 $ 1,823s2s.21 $ 7o1,13a.15 $ 2,525,064.36 61.98% City of Renton,Oakesdale Avenue Pay Estimate Page 3 tr PEST5-2.XLS,7/24/98,2:43 PM TO FINANCE DIRECTOR FROM: TRANSPORTATION SYSTEMS DIRECTOR CONTRACTOR: Scarsella Bros.,Inc. CONTRACT NO. CAG 98-001 ESTIMATE NO. 6 PROJECT: Oakesdale Avenue SW Extension SW 27th Street to SW 16th Street 1. CONTRACTOR EARNINGS THIS ESTIMATE $ 570,239.06 2. SALES TAX @ 8.60% $ 1,767.86 3. TOTAL CONTRACT AMOUNT THIS ESTIMATE $ 572,006.92 4. EARNINGS PREVIOUSLY PAID CONTRACTOR $ 2,382,415.88 5. * EARNINGS DUE CONTRACTOR THIS ESTIMATE $ 541,727.11 6. SUBTOTAL-CONTRACTOR PAYMENTS $ 2,924,142.99 7. RETAINAGE ON PREVIOUS EARNINGS $ 125,390.30 8. ** RETAINAGE ON EARNINGS THIS ESTIMATE $ 28,511.95 9. SUBTOTAL-RETAINAGE $ 153,902.25 10. SALES TAX PREVIOUSLY PAID $ 17,258.17 11. SALES TAX DUE THIS ESTIMATE $ 1,767.86 12. SUBTOTAL-SALES TAX $ 19,026.03 * (9591.xLINEI) ** (RETAINAGE.50/6) GRAND TOTAL: S 3,097,071.27 FINANCE DEPARTMENT ACTION: PAYMENT TO CONTRACTOR(Lines 5 and 11): SCHEDULE W ACCOUN-3"/000022/016.5950.0030.60/25104/5460 $ 522,198.42 loS SCHEDULE'B' ACCOUNT 421.000600.018.5960.0038.65.065285/65285/5460 $ 18,350.67 SCHEDULE'C' ACCOUNT�000400.018.5960.0035.65.045285/45285/5460 $ 2,945.88 $543,494.97 RETAINED AMOUNT(Line 8): SCHEDULE'A' ACCOUNT-3tVO00022/016.5950.0030.60/25104/5460 $ 27,484.13 /es SCHEDULE'B' ACCOUNT 421.000600.018.5960.0038.65.065285/65285/5460 $ .885.65 SCHEDULE'C' ACCOUNT 421.000400.018.5960.0035.65.045285/45285/5460 $ 142.18 $ 28,511.95 TOTAL THIS ESTIMATE: $ 572,006.92 CHARTER 116,LAWS OF 1965 CITY OF RENTON CERTIFICATION I,THE UNDERSIGNED DO HEREBY CERTIFY UNDER PENALTY OF PERJURY,THAT THE MATERIALS HAVE BEEN FURNISHED,THE SERVICES RENDERED OR THE LABOR PERFORMED AS DESCRIBED HEREIN,AND THAT THE CLAIM IS A JUST,DUE AND UNPAID OBLIGATION AGAINST THE CITY OF RENTON,AND THAT I AM AUTHORIZED TO AUTHENTICATE AND CERTIFY TO SAID CLAIM SIGNED: �5 98 i OAKESDALE AVENUE CAG 98-001 PAY ESTIMATE 6 SCHEDULE A-ROADWAY Week ITEM BID UNITS ITEM UNIT PRICE AMOUNT 6/29/98 7/6198 7/13/98 7/20198 7/27/98 Previous Previous This This Total NO. QUANTITY 7/3198 7/10/98 7117/98 7/24/98 7/31/98 QuantityAmount QuantityAmount QuantityTotal Amount %Complete Al 1 LS Mobilization 1-09.7 $ 347,500.00 $ 347,500.00 1.00 $ 347,500.00 $ 1.00 $ 547,500.00 100.00% A2 7.40 AC Clearing and Grubbing 2-01 $ 4,000.00 $ 29,600.00 7.40 $ 29,600.00 $ - 7.40 $ 29,600.00 100.00%A3 970 LF Clearing Limit Fence 2-01 $ 5.00 $ 4,850.00 1720.00 $ 8,600.00 $ - 7720.00 $ 8,600.00 177.32% A4 1 LS Removal of Structures and Obst uctions 2-02 $ 30,000.00 $ 30,000.00 0.95 $ 28,500.00 $ - 0.95 $ 28,500.00 95.00°k A5 1 LS Remove Existing Retaining Wall 2-02 $ 3,000.00 $ 3.000.00 $ $ $ A6 350 LF Saw Cutting 2-02 $ 3.50 $ 1,225.00 205.00 $ - 205.00 $ 717.50 205.00 $ 717.50 58.57% A7 5,664 SY Remove Asphalt Concrete Pavement 2-02 $ 3.00 $ 16,992.00 4074.00 $ 12,222.00 $ - 4074.00 $ 12,222.00 71.93°r6 A8 300 LF Remove and Reset Chain Link Fence 2-02 $ 9.50 $ 2,850.00 228.00 $ 2,166.00 $ - 228.00 $ 2,166.00 76.00% A9 1 EA Remove and Reset Metal Gate 2-02 $ 1,000.00 $ 1.000.00 0.50 $ - 0.50 $ 500.00 0.50 $ 500.00 50.06% A10 610 LF Remove Paint Stripe . 8-22 $ 0.50 $ 305.00 $ $ $ All 7 EA Remove Painted Traffic Arrow 8-22 $ 20.00 $ 140.00 r $ $ $ Al2 1.0 HUND. Remove Raised Pavement Markers 2-02 $ 75.00 $ 75.00 $ $ - M A13 1 LS Relocate Irrigation System 1-07.17 $ 31,425.00 $ 31,425.00 $ $A14 1 LS Utility Relocations and Protection 1-07.17 $ 40,000.00 $ 40,000.00 0.10 0.10 0.50 $ 20,000.00 020 $ 8,000.00 0.70 A15 7,564 CY Roadway Excavation,including Haul 2-03 $ 4 00 $ 30,256.00 7331.01 $ 29,324.04 $ - 7331.01 96.92%A16 640 CY Channel Excavation,including Haul 2-10 $ 8.75 $ 5,600.00 64.00 576.00 $ 5,040.00 64.00 $ 560.00 640.00 100.00%A17 10,674 CY Water Quality Pond Excavation,including Haul 2-03 $ 8.75 $ 93,397.50 10674.00 $ 93,397.50 $ - 10674.00 100.00°k A18 20,5W CY Mitigation Welland Excavation,including Haul 8-32 $ 8.75 $ 179,375.00 20500.00 $ 179.375.00 $ - 20500.00 79,375.00 100.00% A19 100 CY Unsuitable Foundation Excavation,including Haul 2-03 $ 15.50 $ 1,650.00 212.29 $ 3,290.50 $ - 212.29 $ 3,290.50 212.29°k A20 280 TON Quar y Spalls 8-15 $ 30.00 $ 8,400.00 544.38 $ 16,331.40 $ - 544.38 $ 16,331.40 194.42% A21 29,325 TON Gravel Borrow,including Haul 2-03 $ 8.85 $ 269,526.25 121.16 1572.52 2437.29 29126.41 $ 257,768.73 4130.97 $ 36,559.08 33257.38 $ 294,327.81 113.41% A22 1,299 CY Structure Excavation Class A,including Haul 2-09.3(3) $ 8.75 $ 11.366.25 1473.06 $ 12,889.28 $ 1473.06 $ 12,889.28 113.40°h A23 1 LS Shoring or Extra Excavation,Class A 2-09 $ 20.000.00 $ 20,000.00 1.00 $ 20,000.00 $ 1.00 $ 20,000.00 113.40% A24 990 SF Shoring or Extra Excavation,Class B 2-09 $ 2.00 $ 1,980.00 $ $ $ A25 201 CY Gravel Backfill for Abutment Wall 2-09 $ 30.00 $ 6,030.00 278.83 $ 8,364.90 $ 278.83 $ 8,364.90 138.72% A26 1,254 TON Gravel Backfill for Trench 2-09 $ 8.85 $ 11,097.90 940.00 $ 8,319.00 $ - 940.00 $ 8,319.00 74.96% A27 3,171 TON Gravel Backfill for Modular Block Wall 2-09 $ 8.85 $ 28,063.35 _ 1349.65 $ 11,944.40 $ - 1349.65 $ 11,944.40 42.56% A28 58 LF Corrugated Polyethylene Storm Sewer Pipe-8"dia. 7-04 $ 15.15 $ 878.70 77.00 65.00 $ 984.75 77.00 $ 1,166.55 142.00 $ 2,151.30 244.83% A29 1,705 LF Corrugated Polyethylene Storm Sewer Pipe-12"dia.7-04 $ _ 18.55 $ 31,627.75 65.00 61.00 73.00 1534.00 $ 28,455.70 199.00 $ 3,691.45 1733.00 $ 32,147.15 101.64% A30 234 LF Corrugated Polyethylene Storm Sewer Pipe-18"dia.7-04 $ 23.35 $ 5,463.90 234.00 $ 5,463.90 $ - 234.00 $ 5,463.90 100.00% A31 1.047 LF Corrugated Polyethylene Storm Sewer Pipe-24"dia.7-04 $ _ 29.65 $ 31,043.55 _ 1018.00 $ 30,183.70 $ - 1018.00 $ 35,463.70 97.23°k A32 811 LF Ductile Iron Storm Sewer Pipe-12"dia. 7-04 $ 33.15 $ 26,884.66 19.00 46.00 __ 768.00 $ 25,459.20 65.00 $ 2,154.75 833.00 $ 27,613.95 102.71°k A33 _ 396 _ LF Ductile Iron Storm Sewer Pipe-18"dia. 7-04 $ 44.25 $ 17,523.00 396.00 $ 17,523.00 $ - 396.00 $ 17,523.00 100.00% A34 145 LF Ductile Iron Storm Sewer Pipe-24"dia. 7-04 $ 86.35 $ 12,520.75 143.00 $ 12,348.05 S - 143.00 $ 12,346.05 98.62% A35 9 EA Adjust Catch Basin 7-05.30) $ 250.00 $ 2.250.00 $ _ $ $ A36 4 EA Connection to Existing Pipe 7-05.3(3) $ 200.00 $ 800.00 $ - $ - $ A37 4 EA Connection to Existing Catch Basin 7-05.3(3) $ 200.00 $ 800.00 1.00 1.00 2.00 $ 400.00 2.00 $ 400.00 4.00 $ 800.00 100.00% A36 3 EA Concrete Inlet 7-05 $ 500.00 $ 1,500.00 4.00 $ 2,000.00 $ - 4.00 $ 2,000.00 133.33% A39 29 EA Catch Basin-Type 1 7-05 $ 700.00 $ 20,300.00 3.00 26.00 $ 18,200.00 3.00 $ 2,100.00 29.00 $ 20,300.00 100.00°k A40 9 EA Catch Basin-Type 2-48"dia. 7-05 $ 1,675.00 $ 15,075.00 1.00 8.00 $ 13,400.00 1.00 $ 1,675.00 9.00 $ 15,075.00 100.00% A41 2 EA Catch Basin-Type 2-72"dia. 7-05 $ 5,500.00 $ 11,000.00 2.00 $ 11,000.00 $ - 2.00 $ 11.000.00 100.00% A42 Not Used $ _ $ $ - $ $ A43 1 EA Debris Barrier 2-24"dia 7-04 $ 5W.00 $ 500.00 $ _ $ $ A44 10 EA Cap Pipe End 7-04 $ 50.00 $ 500.00 10.00 $ 500.00 $ - 10.00 $ 500.00 100.00% A45 9 EA Stake Pipe End 7-04 $ 50.00 $ 450.00 10.00 $ 500.00 $ - 10.00 $ 500.00 111.11%A46 1 LS Water Quality Ponds 7-05 $ 18.000.00 $ 18,000.00 0.95 $ 17,100.00 $ - 0.95 $ 17,100.00 95.00% A48 1 LS Water Quality Vault 7 05 $ 57,500.00 $ 57,500.00 0.10 0.85 $ 48,875.00 0.10 $ 6,750.00 0.95 $ 54,625.00 95.00% A48 488 CY Soil Excavation for Shaft,incl.Haul-6'dia. 6-13 $ 210.00 $ 102,480.00 128.40 357.60 $ 75.096.00 128.40 $ 26,964.00 486.00 $ 102,060.00 99.59% A49 1 FA Removal of Shaft Obstruction 6-13 $ 5,000.00 $ 5,000.00 $ _ $ $ A50 137,939 LB Steel Reinforcing Bar 6-02.5 $ 0.50 $ 68,969.50 135264.00 $ 67,632.00 $ - 135264.00 $ 67,632.00 98.06% A51 488 CY Concrete Class 4000W for Shaft 6-02 $ 92.00 $ 44,896.00 70.42 417.54 $ 38,413.68 70.42 $ 6.478.64 487.96 $ 44,892.32 99.99% A52 311 CY Concrete Class 4000 for Bridge 6-02 $ 260.00 $ 77,750.00 315.24 $ 78,810,00 $ - 316.24 $ 76,810.00 101.36% A53 1 LS Superstructure,Springbrook Creek Bridge 6-02 $ 500.000.00 $ 500,000.00 0.08 0.08 0.05 0.05 0.59 $ 295,000.00 0.26 $ 130,000.00 0.85 $ 425,000.00 85.00% A54 1 CALC. Deficient Strength Concrete Price Adjustment 6-02.3(5) $ - $ - $ - $ $A56 1 CALC. Slump and Air Price Adjustment 6-02.3(5) $ _ $ _ $ - $ $ i(56 301 LF Pedestrian Barrier 6-10 $ 57.00 $ 17,157.00 $ $ $ A57 5,386 SF Modular Block Wall 8-28 $ 15.00 $ 80,790.00 222.00 3520.00 $ 52,800.00 222.00 $ 3,330.00 3742.00 $ 56,130.00 69.48% A58 777 LF Handrail 6-06 $ 55.00 $ 42,735.00 _ $ _ $ $ A59 777 LF Railing Seat 6-10 $ 80.00 $ 62,160.00 $ $ _ $ A60 4,581 TON Crushed Surfacing Top Course 4 04 $ 11.75 $ 53,826.75 2242.62 948.54 519.62 $ 6,105.54 3191.16 $ 37,496.13 3710.78 $ 43,601.67 81.00% A61 100 SY Planing Bituminous Pavement 5-04.3(14) $ 20.00 $ 2,000.00 $ $ _ $ A62 2,658 TON Asphalt Concrete Pavement Class A 5-04 $ 30.00 $ 79.740.00 16.42 $ - 16.42 $ 492.60 16.42 $ 492.60 0.62°h A63 7,690 TON Asphalt Concrete Pavement Class E 5-04 $ 26.50 $ 203,785.00 4709.02 $ 4709.02 $ 124,789.03 4709.02 $ 124,789.03 61.24% A64 137 CY Concrete Class 4000 for Bridge Approach Slab 5-05.3(19) $ 155.00 $ 21,235.00 $ _ $ _ $ A65 66 EA Bridge Approach Slab Anchor 5-05.3(19) $ 30.00 $ 1,980.00 $ _ $ $ A66 24,244 LB Steel Reinforcing Bar for Bridge Approach Slab 5-05.3(19) $ 0.60 $ 12.122.00 $ _ $ $ A67 10,314 LB Epoxy-Coated Steel Reinf.Bar for Br.Appr.Slab 5-05.3(19) $ 0.67 $ 6,910.38 $ $ $ A68 1 FA Temporary Water Pollution/Erosion Control 17.7.15 $ 3,500.00 $ 3,500.00 $ _ $ $ A69 5,458 LF Construction Geotextile for Temporary Silt Fence 2-12 $ 4.00 $ 21,832.00 5458.00 $ 21,832.00 $ 5458.00 $ 21,832.00 100.00%A70 673 SY Construction Geotextile for Soil Stabilization 2-12 $ 3.00 $ 2,019.00 654.77 $ 1.964.31 $ - 654.77 $ 1,964.31 97.29%A71 0.50 AC Mulclring 8-01.3(5) $ 750.001 $ 375.00 $ _ $ _ $ City of Renton,Oakesdale Avenue Pay Estimate Page 1 PEST6.XLS,8/5/98,7:35 AM ITEM BID Week UNITS ITEM 6/29/98 716/98 7/13198 7/20/98 7/27/98 Previous Previous This This Total A72 335 lean Plastic Cover 8-01.3(8)QUANTITY EA UNIT PRICE AMOUNT 7/3/98 7110/98 7/17/98 7/24/98 7/31/98 QuantityAmount Quanti Amount Quanti Total Amount %Complete A73 2 EA 72 4.00 $ 1.340.00 585.00 $ 2,340.00 $ 585.00 $ 2,340. 00 174.63% Stabilized Construction Entrance 8-01.3(12) $$ 3,500.00 $ 7,000.00 2.00 $ 7,000.00 $ 2.00 $ 7,000.00 100.00% A74 20 EA Storm Drain Inlet Protection 8-01.3(13) $ 150.00 $ 3.000.00 5.00 $ 750.00 $ 5.00 $ 750.00 25.00% A75 376 CY Hand Placed Riprap 8-15 $ 55.00 $ 20,680.00 170.00 406.98 $ 576.98 $ 31,733.90 576.98 $ 31,733.90 15345°,� A76 1 LS Path Modifications 8-30 $ 5,000.00 $ 5.000.00 - ---- $ _ $ $ A77 019 AC Roadway-Retated Seeding 8-01.3(4) $ 12,360.00 $ 11,000.40 $ $ _ $ A78 1.70 AC Future-Roadway Seeding 8-01.3(4) $ 1,190.00 $ 2.023.00 $ - $ $ A79 1.48 AC Upland Seeding 8-01.3(4) $ 15,950.00 $ 23,606.00 $ _ $ $ A80 2.37 AC Contracted-Wetland Seeding 8-01.3(4) $ 16,835.00 $ 39,898.95 $ $ $ A81 6.85 AC Liming 8-01.3(4)C $ 575.00 $ 3,938.75 $ - $ - $ A82 1,316 EA PSIPE Trees 8-02.3 $ 27.50 $ 36,190.00 $ $ $ A83 1,797 EA PSIPE Shrubs 8-02.3 $ 3.50 $ 6,289.50 $ $ $ A84 3,600 EA PSIPE Emergents 8-02.3 $ 4.20 $ 15,120.00 $ $ _ $ A85 1,500 SY Wildlife Fabric 8-32 $ 8.20 $ 12,300.00 $ $ $ A86 2 EA Snags 8-32 $ 500.00 $ 1,000.00 $ $ $ A67 8 EA Downed Logs 8-32 $ 500.00 $ 4,000.00 $ $ $ A88 89,200 SF Temporary Irrigation(Mitigation Welland) 8-32 $ 0.20 $ 17,840.00 $ $ $ A89 4,707 LF Cement Concrete Barrier Curb and Gutter 8-04 $ 7.75 $ 36,479.25 2268.00 1450.00 $ - 3718.00 $ 28,814.50 3718.00 28,814.50$ 78.99% A90 213 LF Cement Concrete Barrier Curb 8-04 $ 12.50 $ 2.662.50 $ $ $ A91 158 LF Type A Block Traffic Curb 8-07 $ 6.50 $ 1,027.00 $ _ $ - $ A92 3,872 SY Cement Concrete Sidewalk 8-14 $ 15.75 $ 60.984.00 $ _ E $ A93 5,415 LF Paint Stripe 8-22 $ 0.15 $ 812.25 $ $ - $ A94 420 LF Plastic Crosswalk Stripe 8-22 $ 1.50 $ 630.00 $ _ $ - $ A96 165 LF Plastic Stop Bar 8-22 $ 2.75 $ 453.75 $ $ - $ -A96 50 EA Plastic Traffic Arrow 8-22 $ 35.00 $ 1.750.00 $ $ - $A97 2 EA Painted Preferential Lane Symbol 8-22 $ 45.00 $ 90.00 A98 6,000 EA Raised Pavement Marker-Type 1 B-09 $ 1.40 $ 8,400.00 $ $ - $ - A99 570 EA Raised Pavement Marker-Type 2 8-09 $ 2.15 $ 1,225.50 $ _ $ $ A100 1 LS Permanent Signing 8-21 $ 3.000.00 $ 3,000.00 $ $ $ A101 1 LS Illumination System,Complete 8-20 $ 101,500.00 $ 101,500.00 0.25 0.25 $ 25,376.00 0.25 $ 25,375.00 0.50 $ 50,750.00 50.00% A102 1 LS Traffic Signal System,Complete 8-20 $ _ 93,600.00 $ 93.600.00 0.15 $ - 0.15 $ 14,040.00 0.15 E 14,040.00 15.00% A103 1 LS Interconnect Complete 8 20 $ 21,450.00 $ 21,450.00 _ 0.25 0.50 $ 10,725 00 0.25 $ 5,362.50 0.75 $ 16,087.50 75.00% A104 _ 1 LS Traffic Control 1-10 $ 25,000.00 $ 25,000.00 0.90 $ 22,500.00 $ A105 _ 1 LS Contractor Supplied Surveying 1-05 $ 60,000.00 $ 60,000.00 0.95 $ 57,000 0.90 $ 22,500.00 90.00% 0.9 $ 22 00.00 9 .00% .00 $ -A106 6 EA Monument Case and Cover 8-13 $ 250.00 $ 1,500,00 $ $ - $ A107 1 LS Settlement Instrumentation 8-33 $ 10,000.00 $ 10,000.00 $ $ _ $ A108 4 EA Crosshole Sonic Log Testing 6-13 $ 1,500.00 $ 6,000.00 4.00 $ s,0- - $ - 4.00 $ 6,000.00 100.00% A109 1 LS CO#1 Install City Furnished Pump Vault $ 9,560.00 $ 9,560.00 1.00 $ 9,560.00 $ - 1.00 $ 9,560.00 100.00% A110 1 LS CO#1 Disconnect and Remove Equipment $ 3,600.00 $ 3,500.00 1.00 $ 3,500.00 $ - 1.00 $ 3,560.00 100.00°k A111 1 LS CO#1 Electrical and Communication Service $ 9,800.00 $ 9,800.00 -- 1.00 $ 9,800.00 $ 1.00 $ 9,800.00 100.00% Al12 1 LS CO#1 Water Pipe Installation $ 12,525.00 $ 12,525.00 1.00 $ 12,525.00 $ 1.00 $ 12,525.00 100.00% A113 1 LS CO#1 Contractor Supplied Su ing $ 600.00 $ 600.00 1.00 $ 600.00 $ - 1.00 $ 600.00 100.00°k Al14 100 TON CO#1 Gravel Borrow Including Haul $ 16.35 $ 1,635.00 100.00 $ 1,635.00 $ 100.00 $ 1,635.00 100.000/0 A115 5 EA CO#2 Catch Basin- Type I $ 900.00 $ 4,600.00 5.00 $ 4,500.00 $ - 5.00 $ 4,500.00 100.000k Al16 1 LS CO#3 SPU Protective Slab $ 60,000.00 $ 60.000.00 1.00 $ 60,000.00 $ - 1.00 $ 60,000.00 100.00% A118 7,000 TON CO#4 ReqrBoeinn -Asphalt Baclng $ 6.85 $ 47,950.00 2622.60 1395.00 $ 9,555.76 2622.60 $ 17,964.81 4017.60 $ 27,520.56 57.39% A118 1 LS CO#6 Boeing Signal Including Power Run $ 149,807.00 $ 149.807.00 0.27 0.03 $ 4,494.21 0.27 $ 40,447.89 0.30 $ 44,942.10 30.00% A119 1 LS CO#7 Telemetry Box and Added 2"conduit Run $ 21,020.00 $ 21,020.00 0.10 0.70 $ 14,714.00 0.10 $ 2,102.00 0.80 $ 16,816.00 80.00% A120 1 INv Material on hand $ 1.00 $ 1.00 -9207.79 67267.41 $ 67.267.41 -9207.79 $ 9,207.79 58059,62 $ 58,059.62 A121 912 LF CO#9 6"Perf Drain behind Walls $ 10.00 $ 9,120.00 22.50 436.00 $ 4,360.00 22.50 $ 225.00 458.50 $ 4,585.00 50.27% A122 110 LF CO#10 6"Ductile Iron Sleeve $ 18.00 $ 1,980.00 110.00 $ 1.980.00 $ 110.00 $ 1,980.00 100.00% A123 110 LF CO#10 6"Schedule 80 PVC $ 11.00 $ 1,210.00 110.00 $ 1,210.00 $A124 220 LF C0#10 2"Schedule 80 PVC - 110.00 $ 1,210.00 100.00% $ 450 $ 990.00 220.00 $ 990.00 $ - 220.00 $ 990.00 100.00% A125 1 LS C0#10 Additional Electrical at Pump Vault . $ 2,500.00 $ 2,500.00 1.00 $ 2,500.00 $ - 1.00 $ 2,500.00 100.00% A126 1 LS FA Restocking Charge for Pump vault 5/13/98 $ 882.90 $ 882.90 1.00 $ 882.90 $ 1.00 $ 882.90 100.00% A127 1 LS FA Cut off Grout Pipes $ 158.06 $ 158.06 1.00 $ 158.06 $ 1.00 $ 882.90 100.00% A128 1 LS FA Removal gravel borrow in baclkfill zone for Wall"C" $ 527.85 $ 527.85 1.00 $ 527.85 $ - 1.00 $ 527.85 100.00°k $ $ - $ $ - #Dlviol $ $ $ _ $ $ $ $ #DIV101 $ #DIV/ol $ Is - $ $ - #DIV/01 TOTAL-SCHEDULE A: $ 3,799,173.03 $ 2,307.129.75 $ 549,682.54 $ 2,856,812.29 75.20°� SCHEDULE B-SPRINGBROOK CREEK CHANNEL WIDENING ITEM BID UNITS ITEM UNIT PRICE AMOUNT 6129/98 7/6/98 7/13/18 7/20/98 7127/98 Previous Previous This This Total Total Amount %Complete NO. QUANTITY 713/98 7/10198 7/17/98 7/24/98 7/31l98 Quantity Amount [Quantit Amount Quantity 81 1 LS Mobilization 1-09.7 $ 10,000.00 $ 10,000.00 1.00 $ 10,000.00 $ - 1.00 $ 10,000.00 100.00% B2 1.07 AC Clearing and Grubbing 2-01 $ 4,000.00 $ 4,280.00 _ 1.07 $ 4,280.00 $ 1.07 $ 4,280.00 100.000% 83 5,788 CY Channel Excavation,including Haul 2-10 $ 8.75 $ 50,645.00 700.00 4705.57 $ 41,173.74 700.00 $ 6,125.00 4405.57 $ 47,298.74 93.39% 33y(o B4 1,000 CY Structure Excavation Class A,including-Haul ) $ 8.75 $ 8,750.00 1194.49 $ 10,451.79 $ - 1194.49 $ 10,451.79 119.450% 85 1 LS Storing or Extra Excavation Class A 2-09 $ 5.000.00 $ 5,000.00 1.00 $ 5,000.00 $ - 1.00 $ 5,000.00 100.00% 86 1.093 TON Gravel Badfill for Modular Block Wall 2-09 $ 15.00 $ 16,395.00 1092.73 S 16.390.95 $ - 1092.73 $ 16,390.95 99.98°k 87 2,616 SF Modular Block Wall 8-28 $ 15.00 $ 39,240.00 104.00 1940.00 $ 29,100.00 104.00 $ 1,560.00 1092.73 $ 30,660.00 99.98%City of Renton,Oakesdale Avenue Pay Estimate Page 2 PEST,660. 8/5/98,7.1 AM Week ITEM BID UNITS ITEM 6/29/98 7/6198 7/13/98 7/20/98 7/27/98 Previous Previous This This Total NO. QUANTITY UNIT PRICE AMOUNT 7/3/98 7/10/98 7/17/98 7/24198 7/31198 Quantity Amount QuantitV Amount QuantityTotal Amount %Complete 88 1 LS Adjust Storm Water Outfall Valve 7-04 $ 4,000.00 $ 4,000.00 1.00 $ 4,000.00 $ 1.00 $ 4,000.00 100.00% 89 1 FA Temporary Water Pollution/Erosion Control 1-07.15 $ 3,500.00 $ 3,500.00 _ _ $ 1310 1.018 LF Construction Geotextile for Temporary Sift Fence 2-12 $ 4.00 $ 4,072.00 1268.00 $ 5,072.00 $ 1268.00 $ 5,072.00 124.56% B11 0.50 AC Mulching 8-01.3(5) $ 750.00 $ 375.00 $ _ -- $ $ B12 335 SY Clear Plastic Cover 8-01.3(8) $ 4.00 $ 1,340.00 1972.20 $ 7,888.80 _ S t972.20 $ 7,888.80 588.72% 813 764 SY Erosion ConW Slanket 8-01.3(8) $ 2.00 $ 1,528.00 764.00 $ 764.00 $ 1.528.00 764.00 $ 1,528.00 100.00% B14 0.62 AC Upland Seeding 8-01.3(4) $ 16,835.00 $ 10,437.70 $ $ - $ _ 1 0 u;7 B15 75 EA PSIPE Trees 8-02.3 $ 75.00 $ 5,625.00 B16 1,732 EA PSIPE Shrubs 8-02.3 $ $ $ 3.70 $ 6,408.40 $ _ $ _ $ - (�0c� B17 276 EA Live Stakes 8-31 $ 3.20 $ 883.20 $ - $ $ 19g3 B18 14 EA Large Woody Debris 8-31 $ 500.00 $ 7,000.00 6.00 1.00 5.00 $ - 12.00 $ 6,000.00 12.00 $ 6,000.00 85.71°h 819 1 LS Contractor Supplied Surveying 1-05 $ 9,000.00 $ 9,000.00 0.85 $ 7,650.00 $ - 0.85 $ 7,650.00 i-5 00% 1 35� 620 505 LF C0#9 6"Pert Drain behind Walls $ 10.00 $ 5,050.00 250.00 200.00 $ 2,000.00 250.00 $ 2,500.00 450.00 $ 4,500.00 SUBTOTAL-SCHEDULE B: $ 193,529.30 $ 143,007.28 $ 17,713.00 $ 160,720. 88 8.6%Sales Tax: $ 16,643.52 $ 12,298.63 $ 1,523.32 $ 13,821.94 TOTAL-SCHEDULE B: $ 210,172.82 $ 155,305.90 $ 19,236.32 $ 174,542.22 63.05% SCHEDULE C-SANITARY SEWER STUBS i g2oSu ITEM BID UNITS ITEM 6/29/98F116111 7/13/98 7/20/98 7/27/98 Previous Previous This This TotalNO. QUANTITY UNIT PRICE AMOUNT 7/3/9810/98 7/17/98 7/24/98 7/31/98 Quanti Amount Quanti Amount Quanti Total Amouln"/:.Complete C1 1 LS Mobilization 1-09.7 $ 3,000.00 $ 3,000.00 1.00 $ 3,000.00 $ - 1.00 $ 3,000.00 100.00% C2 90 CY Removal and Replacement of Unsuitable Fill Mat I 7-17 $ 35.00 $ 3,150.00 $ - $ - $ C3 1 LS Utility Relocations and Protection 1-07.17 $ 2,500.00 $ 2,500.00 1.00 $ 2,500.00 $ - 1.00 $ 2,500.00 100.00% C4 135 LF Ductile Iron Sewer Pipe-12"dia. 7-17 $ 66.25 $ 8,943.75 130.00 $ 8,612.50 $ - 130.00 $ 8,612.50 96.30% CS 2 EA Manhole 48"dia. 7-05 $ 2,500.00 $ 5,000.00 2.00 $ 5,000.00 $ - 2.00 $ 5.000.00 100.00% C6 9 LF Manhole Additional Height 48"dia. 7-05 $ 200.00 $ 1,800.00 _ 9.00 $ 1,800.00 $ - 9.00 $ 1.800.00 100.00% C7 1 LS Trench Safety System 2-09 $ 500.00 $ 500.00 1.00 $ 500.00 $ - 1.00 $ 500.00 100.00% C8 1 LS Dewatering 7-08.3(1)A $ 1,000.00 $ 1,000.00 1.00 $ 1,000.00 $ - 1.00 $ 1,000.00 100.00% C9 517 TON Gravel Backfill for Trench 2-09 $ 10.00 $ 5,170.00 1016.50 $ 10,165.00 $ - 1016.50 $ 10,165.00 196.620/o C10 1 LS Television Inspection 7-17 $ 600.00 $ 600.00 $ _ - $ $ C11 1 LS Contractor Supplied Surveying 1-05 Is 1,000.00 $ 1,000.00 _ 0.15 0.65 $ 850.00 0.15 $ 160.00 1.00 $ 1.000.00 100.00% C12 1 LS CO#5 Addt'I Cost for Sewer Stub $ 26,935.18 $ 26,935.18 0.10 0.90 $ 24,241.66 0.10 $ 2,693.52 1.00 $ 26,935.18 100.00% SUBTOTAL-SCHEDULE C: $ 59,598.93 $ 57,669.16 $ 2,843.52 $ 60,512.68 8.6%Sales Tax: $ 5,125.51 $ 4,959.55 $ 244.54 $ 5,204.09 TOTAL-SCHEDULE C: $ 64,724.44 $ 62,628.71 $ 3,088.06 $ 65,716.77 101.53% GRAND TOTAL: $ 4,074,070.29 $ 2,525,064.36 $ 572,006.92 $ 3,097,071.28 76.02% _ 1 - s� 7 City of Renton,Oakesdale Avenue Pay Estimate Page 3 PEST6.XLS,8/5/98,7:35 AM Short Plat'(SHPL.#* ) . REQUEST FOR PROJECT# Prelim.Plat (PP# ) CAG# ) To: Technical Services Date 7l Zti 1� WO# C15 Green# From: Plan Review �Mana f�a,J S�✓ac �� Project Name S- !)� e C lNi to c tee,¢ Si v /6'11' S>I / I (70 crs max)t Yam! 1� Description of Project: wt�.�„ nit,.rr rat�C —�/ ,. S� l� - �P 04,L-eg �_ -SAG -7 7 4,5. Oes41, Gpn�F�►`NcFr�„ �.ge d, 6r0$, u� G��3 IY1 Doi . Circle Size of Waterline: 8" 10" l 12" Circle One: New or Extension Circle Size of Sewedine: 8" 10" 12" Circle One: New or Extension Circle Size of Stormline: 12" 15" 18" 24" /Circle One: New or Extension Address or StreetName(s) 104k1.lic Cr� 16A 50-rea- z 6�--lce.5jje Dvlpr/Contractor/Owner/Cnslt:: 1Cg4t-a q r ,g J 5-, fir!-P.,4 (7O characters max) 7/2z- L11— 2�y7 Check each discipline involved in Project Ltr Drwg #of sheets per discipline O We bat ) to ❑ Transportation (Signalizstion.Channetiration,Ught;ng) ❑ ❑ ❑ Wastewater ❑ ❑ sanitary sewer Main(nctude basin name) ❑ Water (Mains.Valves.Hydrants) Cl ❑ (lndudc composite 6c Horizontal Ctrl Sheets) Suface Water ( ` ^d ,g o _��_z�y / ❑ ❑ �/bw� Fi{� u t'r Improvements ( IP ON LY)(' duet basin name) TS Use Only .�(�i:�-27-27 /0 -� 7�� RO 9l -2 74 7 does 14- exl'S4 ! Tgr