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CITY OF RENTON COUNCIL AGENDA BILL AI #: g. SUBMITTING DATA: FOR AGENDA OF: 8/14/2000 Dept/Div/Board.. Executive/City Clerk Staff Contact... Marilyn Petersen AGENDA STATUS: Consent......... X SUBJECT: Public Hearing.. Bid opening on 8/8/00, Correspondence.. Aberdeen Avenue NE Utility Improvement Project Ordinance....... Resolution...... Old Business.... EXHIBITS: New Business.... Bid Tabulation Sheet (13 bids) Study Session... Staff Recommendation Other........... RECOMMENDED ACTION: APPROVALS: Legal Dept...... Council concur Finance Dept.... Other. FISCAL IMPACT: Expenditure Required... $9 91,8 51.13 Transfer/Amendment.. Amount Budgeted........ $1,600,000.00 Revenue Generated... ENGINEER'S ESTIMATE: $1,666,550.00 RECOMMENDED ACTION: In accordance with Council procedure, bids submitted at the subject bid opening met the following three Criteria: There was more than one bid, the low bid was below the engineer's estimate, and there were no irregularities. Therefore, staff recommends acceptance of the low bid. i I ! CITY OF RENTON COUNCIL AGENDA BILL Al #: Submitting Data: Planning/Building/Public Works For Agenda of: Dept/Div/Board.. Utility Systems Division/Wastewater Utility October 1, 2001 Staff Contact...... John Hobson (x-7279) Agenda Status Consent.............. X Subject: Public Hearing... CAG-00-110 Correspondence.. Aberdeen Avenue NE Utility Improvements Ordinance............. Contractor: Robison Construction, Inc Resolution............ Old Business........ Exhibits: New Business....... Final Pay Estimate Study Sessions...... Notice of Completion of Public Works Contract Information......... Issue Paper Recommended Action: Approvals: Refer to Utilities Committee — October 4, 2001 Legal Dept......... Finance Dept...... Other............... Fiscal Impact: Expenditure Required... $220,482.38 (Final Pay Estimate) ($70,077.68,421.400.18.596.35.65.45000)Wastewater Utility ($51,865.70,421.600.18.596.38.65.65400)Surface Water Utility ($98,539.00,421.500.18.596.34.65.55170)Water Utility 2001 Total Project Amount ($800,000, 421.400.18.596.35.65.45000)Wastewater Utility Budgeted.......... ($205,000, 421.600.18.596.38.65.65045)Surface Water Utility ($600,000, 421.500.18.596.34.65.55170)Water Utility Total Project Expenditure ($436,326.25, 421.400.18.596.35.65.45000)Wastewater Utility ($203,672.46, 421.600.18.596.38.65.65400)Surface Water Utility ($585,646.39,421.500.18.596.34.65.55170)Water Utility SUMMARY OF ACTION: The project was awarded on August 14, 2000. Construction was started on October 27, 2000 and was completed on May 9, 2001. The original contract amount was $991,851.13 and the final contract amount is $1,268,645.10. The additional 27.9% increase in project cost ($276,249.97) was due to the following: 1) Rebuilding Aberdeen Ave NE. 2) An additional 260 linear feet of 16" water main. 3) An additional 512 linear feet of 8" sanitary main and side sewer stubs. STAFF RECOMMENDATION: The Utility Systems Division of the Planning/Building/Public Works Department recommends that the project be accepted, the final pay estimate be approved and the retainage bond in the amount of $49,592.56 be released after 60 days, subject to the receipt of all required authorizations. H:DIV/UTIL/DOCS/2001-559/JDH:lf CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM DATE: October 1, 2001 TO: Dan Clawson, President City Council Members VIA: Mayor Jesse Tanner� mm FROM: Gregg Zierman/ Administrator Planning/Building/Public Works Department STAFF CONTACT: John Hobson, X-7279 SUBJECT: Aberdeen Avenue NE Utility Improvement Project: Extra Costs ISSUE: The Aberdeen Avenue NE Utility Improvement Project was awarded to Robison Construction, Inc. at a bid price of$991,851.13. The final contract cost is $1,268,645.10, an increase of$276,249.97 or approximately 27.9%. The engineer's estimate was $1,666,550.08. This issue paper will provide an explanation for the additional expenditures. We will also demonstrate that sufficient funds exist to cover the additional costs. RECOMMENDATION: • The Utility Systems Division of the Planning/Building/Public Works Department recommends that the project be accepted, the final pay estimate be approved, and the retainage bond in the amount of$49,592.56 be released after 60 days, subject to the receipt of all required authorizations. BACKGROUND SUMMARY: Prior to 2000, Aberdeen Avenue NE between NE 12'h St. and NE 27'b St. did not have sanitary sewers or storm drains available, and its drinking water supply was via a 6" diameter asbestos concrete water main. The original intent of the project was to install sanitary sewers only. However, because the installation of the sewer lines could jeopardize the existing asbestos concrete water main, which is brittle by nature, the Water Utility decided to replace it under the same project as the sewer. This also gave the added benefit of increasing water capacity for fire protection to the neighborhood. Since there were few storm drains on this portion of Aberdeen Avenue NE and the roadway would be impacted by the other utility installations, the Surface Water Utility decided to coordinate with the Wastewater Utility and install new storm drains as part of the project. October 1, 2001 Page 2 The original plan was to patch the trenches of the new utility lines and overlay the street as part of the City's 2001 overlay program. Since the overlay was to be done as part of the City's 2001 overlay program, it was not included in the original contract cost. The cost of the overlay was estimated at $86,000. However, during the utility installations, it was found that the roadway had only about a 1-inch deep layer of asphalt on it. Due to the lack of asphalt depth, the entire roadway virtually disintegrated under the weight of the construction equipment. This eliminated the possibility of patching the road and then overlaying it. Instead, a whole new roadway needed to be constructed. The roadway width was increased from 28 feet to 34 feet, which allowed the addition of one 5-foot walkway on each side of the road. The cost of removing the existing road, rebuilding it to current city standards, increasing its width by 6 feet, and adjusting all driveways and yards to the new roadway totaled $179,811.97. This cost minus the estimated $86,000 overlay costs resulted in a net increase of$93,811.97 for the new roadway. Due to the contractor's low bid prices, the Water Utility decided to add an additional 259 linear feet of 16" diameter water main to the project. This extended the new 16" water main to N 28`h St. which is the north end of Aberdeen Avenue NE. This extra water main cost an additional $33,048. Again, due to the low prices, the Wastewater Utility had the contractor install an additional 512 feet of 8" diameter sewer main on Blaine Avenue NE from NE 10h St. to the south. This street was scheduled for sewer installation in 2002, however, a number of residents on this portion of Blaine Avenue NE were having problems with their septic systems. The Wastewater Utility decided to install the sewer during this project to provide the residents with sewer now to avoid their having to pay for expensive temporary fixes for their septic systems. The extra sewer installation cost an additional $63,390 The Wastewater Utility is funding this project through its sewer main extension account. Due to permitting delays in other projects within this account, we are able to meet the additional funding needed for the sewer portion of the costs. The bid amount for the Surface Water Utility's portion of the project was $177,587.10. The Surface Water Utility planned to use $100,000 of unexpended funds in its year 2000 CIP budget to fund the estimated construction costs in 2000. The SWU allocated $80,000 in year 2001 CIP budget for the remaining surface water utility construction. Due to a late start in the year 2000 construction season and the contractor's sequence of work, only $1,971.09 of the SWU's portion was spent in year 2000. The total cost for the SWU portion of the project is $203,672.46. Of that, $1,971.09 was spent from the year 2000 CIP budget. In year 2001, $201,701.37 is needed for the project. Subtracting the $80,000 allocated in the year 2001 CIP for the project, there is an unfunded balance of$121,701.37. That amount will be funded from excess appropriations in the 2001 CIP budget. The approved SWU 2001 CIP appropriation is $3,050,000. The 2001 estimated SWU spending plan was to spend approximately $2,440,000 of the CIP appropriation. It is anticipated that actual expenditures will not exceed the estimated expenditure of$2,440,000. Therefore, there is sufficient excess appropriation to fund the remaining $121,701.37 in project costs. H:DI VISIONS/LMMES/ROCS/2001-555/JDH:lf October 1, 2001 Page 3 CONCLUSION: Although the final cost of the Aberdeen Avenue NE Utility Improvement project is approximately 27.9% higher than the contractor's original bid price, the City was able to add 5.5% more water main, 12.6% more sewer main, rebuild 4800 feet of roadway and help citizens with septic system problems. H:DIVISIONS/UTIITIES/DOCS/2001-555/JDH:lf U a CITY OF RENTON PAGE 1 1055 S. GRADY WAY llate> ''PO Number E N�o� RENTON, WA 98055 01/23/01 1180018 VENDOR: 068835 SHIP TO: ROBISON CONSTRUCTION CO PO BOX 1730 Fr II 123loO �21. ODOGoo, old. J10. Ov38, G5, 0450Y5/GSyo11s3.5y 1537,32 SUMNER, WA 98390 # z I /Vo l „ 64 S oys /6S4o1/,f'5rY 2g0,06 # 6 S/2/o( l °6 79o0/.;syoI/fJfs , y6,837.58 .665yoo�6Syo1�S3Sy 51,�65. 70 FOB Point: Req.No.: Terms: net 30 Dept.: PLNG/BLDG/PUB WKS UTILITY SYS Req. Del. Date: Contact: FERKI NGSTAD. L I NDA Speciallnst: Confirming? N pelx.. n a .....::>:<:::::;:::::::>::;:<:.;;::.::;:::>::>::::::::<;<;::>:::::>::.;.::.:..:.................! A...........;::..:..:.::.:::.::.:::..:.::..:.:::.:..::::::::::.::...,............. F Pi :.. . ; :::..::;:: . A ... :- : G �# > r.ceel :: v 1 ;:; fr` 3tn ::; :: 319 fig ::. ::::: .:. .:. . ...... .. ........ . . ................... CAG 00-110 Aberdeen Av NE Water Portion 122. 159.2 7`. GAG`#€... � 1::::Atr*den Av S �# t` 1 .. :.:: J t'�axc Est • 3 13 l 4� o :': ' �. OOO..SQG 0/� SCtG0,003`� G,c-:0 70 (.S- 7W-635V 3 t l3y.S`f 13 z 2a• 0o0 0a.Ot8 60. 0635�dS o y5o¢o ( ys3 5'fsas{ 1.29,QQ0. 4y ova 50 . o t8 S tG6 Oa�3�/ G S .'�SSI ( ?tf3 000 Co. 60 S4100 (65Y0/153s�4 3 2& g H�I.00vqoa DrB, s�r(Do oa3S s.0'g5L0 ..: s31S S35�f f i:ooa� D• 0/8. 0. 003,q•6 35 ��. 000600.0/8 .596 00 3$. 6�•d6Sjf00 4, 33 ......... �.�.: . , • D• 003y/6�,A SS�7Q r% s-i7o�s3 � �. . : b ao3 :.A. y b, .D :: :.: ::::::::::::: ::. ''. ..:.. ::. ... :::::::::::::::.: :.:.::.:.::.::.::::.::::...: : .:. ... SUBTOTAL 614,455.2 BILL TO:City of Renton TAX .O 1055 S GRADY WAY FREIGHT .00 RENTON , WA 98055-3232 TOTAL 614.455.2 . Account Nu! bear........ ........ : Wcttk;Q►'d. .C-�nc:.*. I+vrrrbe : Amount 421.000400.018.5960. 0035.65.045000 45345/5354 319,099. 0 421.000500.018.5960.0034.65.055170 55170/5354 122, 159 .2 421 . 000600.018.5960.0038.65.065400 65401/5354 173, 196.9 ORIGINAL/FILE COPY Authorized Signature PINK WHITE Authorized Signature CITY OF RENTON PAGE 1 • 1055 S. GRADY WAY Date'< Pp.Namber RENTON, WA 98055 01/23/01 1180018 VENDOR: 068835 SHIP TO: ROBISON CONSTRUCTION CO PO BOX 1730 SUMNER, WA 98390 FOB Point: Req.No.: Terms: net 30 Dept.: PLNG/BLDG/PUB WKS UTILITY SYS Rey. Del. Date: Contact: FERKINGSTAD, LINDA Speciallnst: Confirming? N t?,-5 z a9-e ........:..:..:.:..:::::. .:.::::.::.:.::.::.::.;:.::.::.;..::......:......::.. :. ..:......:.::.:::;....::. .. . ..:.:::.::.. .::. . ;;:::;:::::::::: >::::»::.. >::::>::::::::>::: .<;;ra:;<.;,.. Cis n- >:::>::;:: .................................... ._.... :::> : - -. ., A F W .C.ia : .i ''1 :.>:::;>:::>.,:::,..::::"... ........::::::»;>;<. 3 a .�. t . CAG 00-110................................. berdeen Av NE Water Portion 122.159.2 »;.:. .:. ro . � :: :�'�� �' ..:.::: s3 asf Hzl ooa. sao o 8 s�iuo 0o,3y So55/70 (s3-i7oj535�f.: : 3 i, r3,.51f .. 13 3r,lal 1�a � s q z.1 000400.018 ioo o63S,4So y5o6o ys3 5A s /.28,QQ0• y r :�6 S'QD Ot8` 6Q l�U<3t{ 65•f�5.,�17� ( t` ...... 0o6 6o0. 04 6-C•04S,100 (65y011535�) 2P... �{0D lJ( , �54(D0.0U3 t 't3�©`C�153 119,fv/ :: .. 33 16 poo6oQ 0/8•S96p 003$ 6S 06S Oo �65'toi�`S3 � ;» 7AV ::..>.>o->.i..:.:.:.:::...::.: . . :::. :1`a :..: J .. .8• L. ... >�( l•D:DQ.<�f- :4�8� 9G D QQ-34/6S LJ 5 .7. .....Ss..... 3... _ Sa Y 9S .. as >; : : : :37 . ...r a/ » :a Vtev Ali 64: . .. /1 Q; Y SUBTOTAL 614,455.2 BILLTO:City of Renton TAX 00 1055 S GRADY WAY FREIGHT .00 RENTON. WA 98055-3232 TOTAL 614,455.2 Acoownt Natbex. .: vxi'ptlt:irder Fiction Itiumber : Amo0r►t 421.000400.018.5960.0035.65.045000 45345/5354 319,099.0 421 .000500.018.5960.0034.65.055170 55170/5354 122.159.2 421.000600.018.5960.0038.65.065400 65401/5354 173.196.9 ORIGINAL/FILE COPY Authorized Signature PINK WHITE Authorized Signature TO: FINANCE DIRECTOR 4 FROM: PUBLIC WORKS ADMINISTRATOR CONTRACTOR: Robison Construction Inc. CONTRACT NO. CAG-00-110 ESTIMATE NO. 7 & Final PROJECT: Aberdeen Ave NE Utility Improvements 1. CONTRACTOR EARNINGS THIS ESTIMATE $202,649.25 2. SALES TAX @ 8.80% $17,833.13 3. TOTAL CONTRACT AMOUNT THIS ESTIMATE $220,482.38 4. EARNINGS PREVIOUSLY PAID CONTRACTOR $964,485.97 EARNINGS DUE CONTRACTOR THIS ESTIMATE $202,649.25 6. SUBTOTAL- CONTRACTOR PAYMENTS $1,167,135.22 7. 8. * 9. 10. SALES TAX PREVIOUSLY PAID $83,676.75 11. SALES TAX DUE THIS ESTIMATE $17,833.13 12. SUBTOTAL-SALES TAX $101,509.88 * The Contractor has a Bond for Retainage therefore, Retainage is not reflected in the pay estimate. GRAND TOTAL: $1,268,645.10 FINANCE DEPARTMENT ACTION: PAYMENT TO CONTRACTOR (Lines 5 and 11): ACCOUNT # 421.000400.018.5960.0035.65.045000/45345/5354 #7 & Final $70,077.68 # 421.000500.018.5960.0034.65.055170/55170/5354 # 7 & Final $98,539.00 # 421.000600.018.5960.0038.65.065400/65401/5354 #7 & Final $51,865.70 $220,482.38 TOTAL THIS ESTIMATE: $220,482.38 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: Printed On: 10/3/01 City of Renton Public Works Department Page 1 Printed On: 10/3/01 City of Renton Public Works Department Page 1 Project: Aberdeen Ave NE Utility Improvements Contract Number. CAG-00-110 Contractor.Robison Construction Inc. Pay Estimate 7&Final Closing Date: 7115/01 Item Description Unit Est. Unit Previous Previous This This Total Total No. Quantity Price Quantity Amount Quantity Amount Quantity Amount 001. Mobilization&Demobilization Lump Sum 1 $17,000.00 0.80 $13,600.00 0.20 $3,400.00 1.00 $17,000.00 002. Shoring,Design Construction&Maintenance Lump Sum 1 $1,000.00 1.00 $1,000.00 $0.00 1.00 $1,000.00 003. Construction and As-built survey Lump Sum 1 $1,000.00 0.50 $500.00 0.50 $500.00 1.00 $1,000.00 004. Traffic Control Lump Sum 1 $1,000.00 0.95 $950.00 0.05 $50.00 1.00 $1,000.00 005. Temporary Erosion/Sedimentation Control Lump Sum 1 $1,000.00 1.00 $1,000.00 $0.00 1.00 $1,000.00 006. Landscape Restoration Lump Sum 1 $1,000.00 0.00 $0.00 1.00 $1,000.00 1.00 $1,000.00 007. Re-establish existing Monuments Each 1 $250.00 3.00 $750.00 $0.00 3.00 $750.00 008. TV Inspection of Sanitary Sewer Linear Foot 3561 $1 00 3561.00 $3,561.00 $0.00 3561.00 $3.561.00 009. 8"C900 PVC Sewer Pipe Linear Foot 3561 $36.00 3561.00 $128,196.00 $0.00 3561.00 $128,196.00 010. 6"C900 PVC Side Sewer Pipe Linear Foot 1945 $30.00 1942.00 $58,260.00 $0.00 1942.00 $58,260.00 011. 48"Sanitary Sewer Manhole Each 15 $2,800.00 14.00 $39,200.00 $0.00 14.00 $39,200.00 012. Connect New Sewer to Existing Manhole Each 3 $1,000.00 3.00 $3,000.00 $0.00 3.00 $3,000.00 013. 18"CPEP Storm Pipe Linear Fool 1420 $21.00 1477.00 $31,017.00 $0.00 1477.00 $31,017.00 014. 12"CPEP Storm Pipe Linear Foot 1737 $18.00 1521.00 $27,378.00 $0.00 1521.00 $27,378.00 015. 48"Type-11 CB Each 18 $2,000.00 13.00 $26,000.00 $0.00 13.00 $26,000.00 016. CB Type-1 Each 8 $675.00 9.00 $6,075.00 $0.00 9.00 $6,075.00 16"ductile iron watermain pipe Cl.52,Poly wrapped& 017, Fittings Linear Foot 4750 $45.00 4750.00 $213,750.00 11.50 $517.50 4761.50 $214,267.50 12"ductile iron watermain pipe,Cl.52,Poly wrapped& 018. Fittings Linear Foot 100 $30.00 50.00 $1,500.00 5.00 $150.00 55.00 $1,650.00 8"ductile iron watermain pipe,Cl.52,Poly wrapped& 019. Fittings Linear Foot 60 $25.00 60.00 $1,500.00 $0.00 60.00 $1,500.00 6"ductile iron watermain pipe,Cl.52,Poly wrapped& 020. Fittings Linear Foot 20 $20.00 20.00 $400.00 $0.00 20.00 $400.00 021. 3/4"Water Service Connection Each 90 $800.00 88.00 $70,400.00 $0.00 88.00 $70,400.00 022. 3/4"Water Service Connection(no existing meter) Each 3 $850.00 6.00 $5,100.00 $0.00 6.00 $5,100.00 023. Fire Hydrant Assembly Each 11 $3,000.00 10.00 $30,000.00 1.00 $3,000.00 11.00 $33,000.00 024. Connection to existing water main Each 12 $750.00 11.00 $8,250.00 1.00 $750.00 12.00 $9,000.00 025. 16"butterfly valve assembly(No Vault) Each 9 $5,000.00 9.00 $45,000.00 $0.00 9.00 $45,000.00 026. 12"gate valve assembly(no Vault) Each 5 $800.00 5.00 $4,000.00 $0.00 5.00 $4,000.00 027. 8"gate valve assembly Each 5 $500.00 5.00 $2,500.00 1.00 $500.00 6.00 $3,000.00 Printed On: 10/3/01 City of Renton Public Works Department Page 2 Project: Aberdeen Ave NE Utility Improvements Contract Number: CAG-00-110 Contractor:Robison Construction Inc. Pay Estimate 7&Final Closing Date: 7/15/01 Item Description Unit Est. Unit Previous Previous This This Total Total No. Quantity Price Quantity Amount Quantity Amount Quantity Amount 028. 6"gate valve assembly Each 1 $350.00 1.00 $350.00 $0.00 1.00 $350.00 029. 2"air-vac assembly Each 1 $1,500.00 1.00 $1,500.00 $0.00 1.00 $1,500.00 030. Concrete for Thrust Blocking,Dead-Man Anchor Blocks Cubic Yard 15 $80.00 13.50 $1,080.00 2.00 $160.00 15.50 $1,240.00 Removal of Existing fire hydrants,valve boxes&other 031. appurtenances Lump Sum 1 $1,000.00 1.00 $1,000.00 $0.00 1.00 $1,000.00 Removal and Replacement of Unsuitable Foundation 032. Material Ton 500 $12.50 61.41 $767.63 $0.00 61.41 $767.63 033. Select Imported Trench Ball Ton 10000 $1.00 0.00 $0.00 $0.00 0.00 $0.00 034. Asphalt Patch Including Crus.Surf.Top Course Square Yd 8767 $16.25 360.00 $5,850.00 2847.00 $46,263.75 3207.00 $52,113.75 035. Replace Pavement Markings and Traffic Buttons Lump Sum 1 $4,000.00 0.00 $0.00 1.00 $4,000.00 1.00 $4,000.00 C.O.#1:Labor,Equipment&Fittings for Water:NE27th to 036. NE28th Lump Sum 1 $7,770.00 1.00 $7,770.00 $0.00 1.00 $7,770.00 037. C.O#2:Mobilization&Demobilization Lump Sum 1 $3,500.00 0.80 $2,800.00 0.20 $700.00 1.00 $3,500.00 038. C.O#2:Shoring,Design Construction&Maintenance Lump Sum 1 $350.00 1.00 $350.00 $0.00 1.00 $350.00 039. C.O#2:Construction and As-built survey Lump Sum 1 $1,000.00 0.50 $500.00 0.50 $500.00 1.00 $1,000.00 040. C.0#2:Traffic Control Lump Sum 1 $350.00 0.90 $315.00 0.10 $35.00 1.00 $350.00 041. C.0#2:Connect New Sewer to Existing Manhole Each 1 $1,000.00 1.00 $1,000.00 $0.00 1.00 $1,000.00 042. C.0#2:8"C900 PVC Sewer Pipe Linear Foot 512 $36.00 512.00 $18,432.00 $a00 512.00 $18,432.00 043. C.O#2:6"C900 PVC Side Sewer Pipe Linear Foot 420 $30.00 42000 $12,600.00 $0.00 420.00 $12,600.00 044. C.0#2:48"Sanitary Sewer Manhole Each 3 $2,800.00 2.00 $5,600.00 $0 00 2.00 $5,600.00 045. C.O#2:TV Inspection of Sanitary Sewer Linear Foot 512 $1 00 512.00 $512.00 $0 00 512.00 $512.00 046. C.O#2:Select Imported Trench Ball Ton 725 $1.00 0.00 $0.00 $0.00 0.00 $0.00 047. C.0#2:Asphalt Patch Including Crus.Surf.Top Course Square Yd 570 $23 00 490.60 $11,283.80 112.40 $2,585.20 603.00 $13,869.00 048. C.O#2:Temporary Erosion/Sedimentation Control Lump Sum 1 $350.00 0.90 $315.00 0.10 $35.00 1.00 $350.00 049. C.0#2:Landscape Restoration Lump Sum 1 $700.00 0.00 $0.00 1.00 $700.00 1.00 $700.00 050. C.O13:Grind Asphalt for subgrade(4"depth) Square Yd 14312 $1.23 14938.70 $18,374.60 1562.80 $1,922.25 16501.50 $20,296.85 051. C.O.#3:Grade grindings for paving Square Yd 14312 $1.65 14938.70 $24,648.86 1562.80 $2,578.62 16501.50 $27,227.48 052. C.O43:CI"B"Asphalt Paving(4"depth) Square Yd 14312 $7.86 14938.70 $117,418.18 1563.30 $12,287.54 16502.00 $129,705.72 053. C.O43:Grind Asphalt for subgrade(2"depth) Square Yd 1723 $1.23 1723.00 $2,119.29 -1723.00 ($2,119.29) 0.00 $0.00 054. C.O.#3:Cl"B"Asphalt Paving(2"depth) Square Yd 1723 $4.07 1723.00 $7,012.61 -1723.00 ($7,012.61) 0.00 $0.00 Printed On: 10/3/01 City of Renton Public Works Department Page 3 Project: Aberdeen Ave NE Utility Improvements Contract Number: CAG-00-110 Contractor.Robison Construction Inc. Pay Estimate 7&Final Closing Date: 7/15101 Item Description Unit Est. Unit Previous Previous This This Total Total No. Quantity Price Quantity Amount Quantity Amount Quantity Amount 055. C.O.#4:Extra Sanitary Sewer Work Items Lump Sum 1 $8,349.37 $0.00 1.00 $8,349.37 1.00 $8,349.37 056. C.O45:Extra Storm Sewer Work Items Lump Sum 1 $2,767.83 $0.00 1.00 $2,767.83 1.00 $2,767.83 057. C.046:Extra Work Items(shared utility division costs) Lump Sum 1 $84,714.25 $0.00 1.00 $84,714.25 1.00 $84,714.25 058. C.046:Crushed Surfacing Top Course Square Yd 4690 $4.60 $0.00 4690.00 $21,574.00 4690.00 $21,574.00 059. C.O.#7:Extra Water Work Items Lump Sum 1 $12,740 84 $0.00 1.00 $12,740.84 1.00 $12,740.84 Subtotal Schedule $964,485.97 $202,649.25 $1,167,135.22 (previous at 8.6%Xprevious at 8.8%) (at 8.8%) 8.8%Sales Tax $51,514.86 $32,161.89 $17,833.13 $101,509.88 TT Total $650,524.86 $194,337.07 $220,482.38 $1,268,645.10 TO: FINANCE DIRECTOR FROM: PUBLIC WORKS ADMINISTRATOR 0Py CONTRACTOR: Robison Construction Inc. CONTRACT NO. CAG-00-110 ESTIMATE NO. 6 PROJECT: Aberdeen Ave NE Utility Improvements 1. CONTRACTOR EARNINGS THIS ESTIMATE $186,857.34 2. SALES TAX @ 8.80% $16,443.45 3. TOTAL CONTRACT AMOUNT THIS ESTIMATE $203,300.79 4. EARNINGS PREVIOUSLY PAID CONTRACTOR $777,628.63 EARNINGS DUE CONTRACTOR THIS ESTIMATE $186,857.34 6 SUBTOTAL-CONTRACTOR PAYMENTS $964,485.97 7. 8 * 9. 10. SALES TAX PREVIOUSLY PAID $67,233.30 11. SALES TAX DUE THIS ESTIMATE $16,443.45 12 SUBTOTAL-SALES TAX $83,676.75 * The Contractor has a Bond for Retainage therefore, Retainage is not GRAND TOTAL: $1,048,162.72 reflected in the pay estimate. FINANCE DEPARTMENT ACTION: PAYMENT TO CONTRACTOR(Lines 5 and 11): # 6 $60,968.03 ACCOUNT # 421.000400.018.5960.0035.65.045000/45345/5354 # 6 $52,495.18 # 421.000500.018.5960.0034.65.055170/55170/5354 # 6 $52,495.18 # 421.000600.018.5960.0038.65.065400/65401/5354 # 6 $43,837.58 # 317.012108.016.5950.0030.67.000000/25207 00 sf5 5'� $203,300.79 TOTAL THIS ESTIMATE: $203,300.79 CHARTER 116, LAWS OF 1965 elfl-I.,wl CITY OF RENTON CERTIFICATION , �r� 1210 I,THE UNDERSIGNED DO HEREBY CERTIFY UNDER PENALTY OF PERJURY,THAT THE MATERIALS HAVE BEEN FURNISHED,T SERVICES RENDERED OR THE LABOR PERFORMED AS SCRIBED HEREIN,AND THAT THE CLAIM IS A JUST,DUE AND U AID OBLIGATION AGAINST THE CITY OF RENTON,AND T I AM AUTHORIZED TO AUTHENTICATE AND CERTIFY T i CLAIM Signed: Printed On: 5/2/2001 City of Renton Public Works Department Page 1 Printed On: 5/2/2001 City of Renton Public Works Department Page 1 Project Aberdeen Ave NE Utility Improvements Contract Number. CAG-00-110 Contractor:Robison Construction Inc. Pay Estimate 6 Closing Date: 4/3/2001 Item Description Unit Est. Unit Previous Previous This This Total Total No Quantity Price Quantity Amount Quantity Amount Quantity Amount 001. Mobilization 8 Demobilization Lump Sum 1 $17.000 00 0.80 $13.600,00 $0.00 080 $13.600.00 002. Shoring,Design Construction 8 Maintenance Lump Sum 1 $1.000 00 1.00 $1,000.00 $0.00 1.00 $1.000.00 003_ Construction and As-built survey Lump Sum 1 $1.000 00 0.50 $500,00 $0.00 0.50 $500 00 004. Traffic Control Lump Sum 1 $1 000.00 0,95 $9%00 $0.00 0.95 $950 00 005. Temporary ErosionlSedimentation Control Lump Sum 1 $1.000.00 0.95 $950.00 0.05 $50.00 1.00 $1.000.00 066. Landscape Restoration Lump Sum 1 $1,000 00 0.00 $0.00 $0.00 0.00 $0.00 007. Re-establish existing Monuments Each 1 $250.00 0.00 $0.00 3.00 $750.00 3,00 $750.00 008. TV Inspection of Sanitary Sewer Linear Foot 3561 $1,00 3561,00 $3,561.00 $0.00 3561.00 $3,561.00 009. 8"C900 PVC Sewer Pipe Linear Foot 3561 $36,00 3561.00 $128,196.00 $0.00 3561,00 $128.196.00 010, 6'C900 PVC Side Sewer Pipe Linear Foot 1945 $30.00 1942.00 $58,260.00 $0.00 1942.00 $58,260.00 011_ 48"Sanitary Sewer Manhole Each 15 $2,800.00 14.00 $39,200.00 $0.00 14.00 $39,200.00 012. Connect New Sewer to Existing Manhole Each 3 $1,000.00 3.00 $3,000.00 $0.00 3.00 $3.000 00 013. 18"CPEP Storm Pipe Linear Foot 1420 $21.00 1477.00 $31,017.00 $0.00 1477.00 $31,017.00 014. 12"CPEP Storm Pipe Linear Foot 1737 $18 00 1521.00 $27,378.00 $0.00 1521,00 $27.378 00 015. 48"Type-II CB Each 18 $2.000.00 13.00 $26,000.00 $0.00 13.00 $26,000.00 016. CB Type-1 Each 8 $675.00 900 $6.075.00 $0.00 9.00 $6,075,00 16"ductile iron watemtain pipe Cl.52,Poly wrapped 8 .00 4750.00 $213.750.00 $0.00 4750.00 $213,750.00 017. Fittings Linear Foot 4750 $45 12"ductile iron watermain pipe,Cl.52,Poly wrapped 8 018. Fittings Linear Foot 100 $30.00 50.00 $1,500.00 $0.00 50.00 $1,500.00 8"ductile iron watermain pipe.Cl.52,Poly wrapped 8 019. Fittings Linear Foot 60 $25.00 60.00 $1,500.00 $0.00 60.00 $1,500.00 6"ductile iron watermain pipe,Cl,52,Poly wrapped 8 020. Fittings Linear Foot 20 $20.00 20.00 $400.00 $0.00 20.00 $40000 021. 3/4"Water Service Connection Each 90 $800 00 88.00 $70,400,00 $0.00 88.00 $70.400.00 022. 3/4"Water Service Connection(no existing meter) Each 3 $850.00 6,00 $5,100.00 $0 00 6.00 $5,100.00 023 Fire Hydrant Assembly Each 11 $3.000.00 10.00 $30,000.00 $0 00 10.00 $30.000.00 024 Connection to existing water main Each 12 $750 00 1100 $8.250.00 $0 00 11.00 $8.250 00 025 16"butterfly valve assembly(No Vault) Each 9 $5.000 00 900 $45,000.00 $0 00 9.00 $45.000 00 026 12'gate valve assembly(no Vault) Each S806 500 $4,000 00 $0 00 5 00 $4.000 00 027 8"gate valve assembly Each 5 $500 00 500 $2.500.00 $0 00 5.00 $2,500 00 .. ti Printed On: 5/2/2001 Cityof Renton Public Works Department Page 2 Contract Number. CAG-00-110 Project: Aberdeen Ave NE Utility Improvements 6 Closing Date: 4l3/2001 Contractor:Robison Construction Inc. Pay Estimate g Item Description Quantity Est. Unit Previous Previous This This Total Total Quantity Price Quantity Amount Quantity Amount Quantity Amount No. 028. 6"gate valve assembly Each 1 $350.00 1,00 S350.00 $0.00 1,00 $350,00 029. 2"air-vac assembly Each 1 $1.500.00 1.00 S1.500.00 $0.00 1.00 $1,500.00 030. Concrete for Thrust Blocking.Dead-Man Anchor Blocks Cubic Yard 15 $80.00 13.50 S1,080.00 $0.00 13.50 $1080.00 Removal of Existing fire hydrants,valve boxes&other 1100 $1 000 00 $0.00 1.00 $1,000.00 031. appurtenances Lump Sum 1 $1,000.f)D Removal and Replacement of Unsuitable Foundation - $0.00 61 Al $767.63 032. Material Ton 500 $12.50 61.41 $767.63 033. Select Imported Trench Backfill Ton 10000 $1.00 0.00 $0,00 $0.00 0.00 $0.00 034. Asphalt Patch Including Crus.Surf.Top Course Square Yd 8767 $16.25 40.00 S650 00 32000 $5.200.00 360.00 $5,850.00 035. Replace Pavement Markings and Traffic Buttons Lump Sum 1 $4,000.00 0.00 $0.00 $0.00 0.00 $0.00 C.O.#1:Labor,Equipment&Fittings for WaterNE27th to 1 00 S7 77000 $0,00 1.00 $7,770.00 036, NE28th Lump Sum 1 $7,770.00 Lum Sum 1 $3,500.00 0.80 $2.800,00 $0.00 0.80 $2,800.00 037. C.O#2:Mobilization 8 Demobilization P 038. C.O#2:Shoring,Design Construction&Maintenance lump Sum 1 $350.00 1.00 $350.00 $0.00 1.00 $350.00 Lump Sum 1 $1000.00 0.50 S500.00 $0.00 0.50 $500.00 039. C.O#2:Construction and As-built survey P 040. C.O#2:Traffic Control Lump Sum 1 $350.00 0.90 $315 00 $0.00 0.90 $315.00 041. C.O#2:Conned New Sewer to Existing Manhole Each 1 $1,000.00 1.00 S1.000.00 $0.00 1.00 $1,000.00 042. C.O#2.8"C900 PVC Sewer Pipe Linear Foot 512 $36.00 512.00 S18.432.00 $0.00 512.00 $18.432.00 043. C.0#2:6"C900 PVC Side Sewer Pipe Linear Foot 420 $30 00 420.00 $12.600 00 $0.00 420.00 $12,600,00 044. C.O#2:48"Sanitary Sewer Manhole Each 3 $2,800.00 2.00 $5,600 00 $0.00 2.00 $5,600.00 045. C.O#2:N Inspection of Sanitary Sewer Linear Foot 512 S1.00 512.00 $512,00 $0.00 512.00 $512,00 046. C.0#2:Select Imported Trench Backfill Ton 725 $1 00 0.00 $0.00 $0.00 0.00 $0.00 047. C.O#2:Asphalt Patch Including Crus.Suit Top Course Square Yd 570 $23.00 0,00 $0.00 49060 $11,283,80 490.60 $11.283.80 048. C.0#2:Temporary Erosion/Sedimentation Control Lump Sum 1 $350.00 0.90 $315 00 $0.00 0.90 $315.00 049. C.O#2:Landscape Restoration Lump Sum 1 $700.00 0.00 $0 00 $0.00 0.00 $0.00 050. C.O.#3:Grind Asphalt for subgrade(4'depth) Square Yd 14312 $1.23 000 $0 00 14938 70 $18.374.60 14938.70 $18.374.60 S uare Yd 14312 $1 65 0.00 $0 00 1493870 $24,648.86 1493870 $24,648.86 051. C.O.#3.Grade grindings for paving q 052 C 0.#3:CI"8"Asphalt Paving(4"depth) Square Yd 14312 $7.86 0.00 $0 00 1493870 $117.418 18 14938.70 $117,418.18 053 C O#3.Grind Asphalt for subgrade(2"depth) Square Yd 1 723 Si 23 000 $0 iiJ 112300 $2,119 29 172300 $2.119 29 054. C O a3.Cl"B"Asphalt Paving(2"depth) Square Yd 1723 $4.07 0.00 $0 00 172300 $7,012 61 172300 $7,012 61 i�"A - 43u ad Printed On: 5/2/2001 City of Renton Public Works Department Page 3 Project Aberdeen Ave NE Utility Improvements Contract Number CAG-00-110 Contractor:Robison Construction Inc. Pay Estimate 6 Closing Date: 4/3/2001 Item Description Unit Est. Unit Previous Previous This This Total Total No Quantity Price Quantity Amount Quantity Amount Quantity Amount Subtotal Schedule A $777,628.63 $186,857,34 $964.485.97 (previous at 8.6%xprevious at 8.8%) (al 8.8%) 8.8%Sales Tax $51.514.86 $15.718.44 $16,443,45 $83.676 75 TT Total $650,524.86 $194.337.07 $203,300.79 $1.048,162.72 opjxz l rto•i 51210 r A FI LC #70: FINANCE DIRECTOR 3- 31 -0/ FROM: PUBLIC WORKS ADMINISTRATOR CONTRACTOR: Robison Construction Inc. CONTRACT NO. CAG-00-110 ESTIMATE NO. 5 PROJECT: Aberdeen Ave NE Utility Improvements 1. CONTRACTOR EARNINGS THIS ESTIMATE $178,618.63 2. SALES TAX @ 8p% $15,718.44 3. TOTAL CONTRACT AMOUNT THIS ESTIMATE $194,337.07 4. EARNINGS PREVIOUSLY PAID CONTRACTOR $599,010.00 EARNINGS DUE CONTRACTOR THIS ESTIMATE $178,618.63 6. SUBTOTAL-CONTRACTOR PAYMENTS $777,628.63 7. 8. * 9. 10. SALES TAX PREVIOUSLY PAID $51,514.86 11. SALES TAX DUE THIS ESTIMATE $15,718.44 12. SUBTOTAL-SALES TAX $67,233.30 * The Contractor has a Bond for Retainage therefore, Retainage is not reflected in the pay estimate. GRAND TOTAL: $844,861.93 FINANCE DEPARTMENT ACTION: PAYMENT TO CONTRACTOR (Lines 5 and 11): ACCOUNT # 421.000400.018.5960.0035.65.045000/45345/5354 # 5 $119,615.81 # 421.000500.018.5960.0034.65.055170/55170/5354 # 5 $10,388.02 # 421.000600.018.5960.0038.65.065400/65401/5354 # 5 $64,333.24 $194,337.07 TOTAL THIS ESTIMATE: $194,337.07 CHARTER 116, LAWS OF 1965 q 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 AUTHORIZED TO AUTHENTICATE AND CERTIFY TO SAID LAIM _ Signed: Printed On: 4/11/2001 City of Renton Public Works Department Page 1 Printed Om 4/11/2001 City of Renton Public Works Department Page 1 Project: Aberdeen Ave NE Utility Improvements Contract Number: CAG-00-110 contractor:Robison Construction Inc. Pay Estimate 5 Closing Date: 3/31/2001 Item Description Unit Est. Unit Previous Previous This This Total Total No. Quantity Price Quantity Amount Quantity Amount Quantity Amount 001. Mobilization&Demobilization Lump Sum 1 $17,000.00 0.70 $11,900.00 0.10 $1,700.00 0.80 $13,600.00 002. Shoring,Design Construction&Maintenance Lump Sum 1 $1,000 00 0.65 $650.00 0.35 $350.00 1.00 $1,000,00 003. Construction and As-built survey Lump Sum 1 $1,000 00 0.50 $500.00 $0.00 0.50 $500.00 004. Traffic Control Lump Sum 1 $1,000 00 0.65 $650.00 0.30 $300.00 0.95 $950.00 005. Temporary Erosion/Sedimentation Control Lump Sum 1 $1,000 00 0.65 $650.00 0.30 $300.00 0.95 $950.00 006. Landscape Restoration Lump Sum 1 $1,000.00 0.00 $0.00 $0.00 0.00 $0.00 007. Re-establish existing Monuments Each 1 $250.00 0.00 $0.00 $0.00 0.00 $0,00 008. TV Inspection of Sanitary Sewer Linear Foot 3561 $1 00 0.00 $0.00 3561.00 $3,561.00 3561.00 $3,561.00 009. 8"C900 PVC Sewer Pipe Linear Foot 3561 $36.00 2632.00 $94,752.00 929.00 $33,444.00 3561.00 $128,196.00 010. 6"C900 PVC Side Sewer Pipe Linear Foot 1945 $30,00 1617.00 $48,510.00 325.00 $9,750.00 1942.00 $58,260.00 011. 48"Sanitary Sewer Manhole Each 15 $2,800,00 7.00 $19.600.00 7.00 $19,600.00 14.00 $39,200.00 012. Conned New Sewer to Existing Manhole Each 3 $1,000.00 3.00 $3,000.00 $0.00 3.00 $3,000.00 013. 18"CPEP Storm Pipe Linear Foot 1420 $21 00 0.00 $0.00 1477.00 $31,017.00 1477.00 $31,017.00 014. 12 CPEP Storm Pipe Linear Foot 1737 $18.00 951.00 $17,118.00 570.00 $10,260.00 1521.00 $27,378.00 015. 48"Type-II CB Each 18 $2.000.00 7.00 $14,000.00 6,00 $12,000.00 13.00 $26,000.00 016. CO Type-1 Each 8 $675 00 2 00 $1,350.00 7.00 $4,725.00 9.00 $6,075.00 16"ductile iron watermain pipe Cl.52,Poly wrapped& Linear Fool 4750 $45.00 4750.00 $213,750.00 $0.00 4750.00 $213,750.00 017. Fittings 12"ductile iron watermain pipe,Cl.52,Poly wrapped& Linear Foot 100 $30.00 50.00 $1,500.00 $0.00 50.00 $1,500.00 018. Fittings 8"ductile iron watermain pipe,Cl.52,Poly wrapped& Linear Foot 60 $25.00 50.00 $1,250.00 10.00 $250.00 60.00 $1,500.00 019. Fittings 6"ductile iron watermain pipe,CI.52,Poly wrapped& Linear Foot 20 $20 00 0.00 $0.00 20.00 $400.00 20.00 $400 00 020, Fittings 021. 3/4"Water Service Connection Each 90 $800.00 88.00 $70,400.00 $0.00 88.00 $70,400.00 022. 3/4"Water Service Connection(no existing meter) Each 3 $850.00 6.00 $5,100.00 $0.00 6.00 $5,100.00 023. Fire Hydrant Assembly Each 11 $3,000.00 10.00 $30,000.00 $0.00 10.00 $30,000.00 024. Connection to existing water main Each 12 $750 00 11.00 $8,250.00 $0,00 11,00 $8,250.00 025. 16"butterfly valve assembly(No Vault) Each 9 $5,000.00 9.00 $45,000.00 $0.00 9.00 $45,000.00 026. 12'gate valve assembly(no Vault) Each 5 $800.00 5.00 $4,000.00 $0.00 5.00 $4,000.00 027, 8"gate valve assembly Each 5 $500,00 5.00 $2,500.00 $0.00 5.00 $2,500.00 Printed On:4/11/2001 City of Renton Public Works Department Page 2 Project: Aberdeen Ave NE Utility Improvements Contract Number: CAG-00-110 Contractor:Robison Construction Inc. Pay Estimate 5 Closing Date: 3/31/2001 Item Description Unit Est. Unit Previous Previous This This Total Total No. Quantity Price Quantity Amount Quantity Amount Quantity Amount 028. 6"gate valve assembly Each 1 $350.00 1.00 $350.00 $0.00 1.00 $350.00 029. 2 air-vac assembly Each 1 $1,500.00 1.00 $1,500.00 $0.00 1.00 $1,500.00 030. Concrete for Thrust Blocking,Dead-Man Anchor Blocks Cubic Yard 15 $80.00 1 13.50 $1,080.00 $0.00 13.50 $1,080.00 Removal of Existing fire hydrants,valve boxes&other Lump Sum 1 $1,000.00 1.00 $1,000.00 $0.00 1.00 $1,000.00 031. appurtenances Removal and Replacement of Unsuitable Foundation Ton 500 $12.50 0.00 $0.00 61.41 $767.63 61.41 $767.63 032. Material 033. Select Imported Trench Backfill Ton 10000 $1.00 0.00 $0.00 $0.00 0.00 $0.00 034. Asphalt Patch Including Crus.Surf.Top Course Square Yd 8767 $16.25 40.00 $650.00 $0.00 40.00 $650.00 035. Replace Pavement Markings and Traffic Buttons Lump Sum 1 $4,000.00 0.00 $0.00 $0.00 0.00 $0.00 C.O.#1:Labor,Equipment&Fittings for Water:NE27th to 036. NE28th Lump Sum 1 $7,770.00 0.00 $0.00 1.00 $7,770.00 1.00 $7,770.00 037. C.O#2:Mobilization&Demobilization Lump Sum 1 $3.500.00 0.00 $0.00 0.80 $2,800.00 0.80 $2,800.00 038. C.O#2:Shoring,Design Construction&Maintenance Lump Sum 1 $350.00 0,00 $0.00 1.00 $350.00 1.00 $350.00 039, C.0#2:Construction and As-built survey Lump Sum 1 $1,000.00 0.00 $0.00 0.50 $500.00 0.50 $500.00 040. C.0#2:Traffic Control Lump Sum 1 $350.00 0.00 $0.00 0.90 $315.00 0.90 $315.00 041. C.O#2:Connect New Sewer to Existing Manhole Each 1 $1,000.00 0.00 $0.00 1.00 $1,000.00 1.00 $1,000.00 042. C.0#2:8"C900 PVC Sewer Pipe Linear Foot 512 $36.00 0.00 $0.00 512.00 $18,432.00 512.00 $18,432.00 043. C.O#2:6"C900 PVC Side Sewer Pipe Linear Foot 420 $30.00 0.00 $0.00 420.00 $12,600.00 420.00 $12,600.00 044. C.O#2:48"Sanitary Sewer Manhole Each 3 $2,800.00 0.00 $0.00 2.00 $5,600.00 2.00 $5,600.00 045. C.0#2:TV Inspection of Sanitary Sewer Linear Foot 512 $1.00 0.00 $0.00 512.00 $512.00 512.00 $512.00 046. C.0#2:Select Imported Trench Backfill Ton 725 $1,00 0.00 $0.00 $0.00 0.00 $0.00 047. C.O#2:Asphalt Patch Including Crus.Surf.Top Course Square Yd 570 $23.00 0.00 $0.00 $0.00 0.00 $0.00 048. C.O#2:Temporary Erosion/Sedimentation Control Lump Sum 1 $350.00 0.00 $0.00 0.90 $315.00 0.90 $315.00 049. C.O#2:Landscape Restoration Lump Sum 1 $700.00 0.00 $0.00 $0.00 0.00 $0.00 Subtotal Schedule A $599,010.00 $178,618.63 $777,628,63 (below at 8.6%) (this amount at 8.8%) 8.8%Sales Tax $51,514,86 $15,718.44 $67,233.30 TT Total $650,524.86 $194,337.07 $844.861,93 qp�+4I,,( pw q N'r401 ro: FINANCE DIRECTOR FROM: PUBLIC WORKS ADMINISTRATOR CONTRACTOR: Robison Construction Inc. CONTRACT NO. CAG-00-110 ESTIMATE NO. 4 PROJECT: Aberdeen Ave NE Utility Improvements 1. CONTRACTOR EARNINGS THIS ESTIMATE $173,882.00 2. SALES TAX @ 8.60% $14,953.85 3. TOTAL CONTRACT AMOUNT THIS ESTIMATE $188,835.85 4. EARNINGS PREVIOUSLY PAID CONTRACTOR $425,128.00 EARNINGS DUE CONTRACTOR THIS ESTIMATE $173,882.00 6. SUBTOTAL-CONTRACTOR PAYMENTS $599,010.00 7. 8. " 9. 10. SALES TAX PREVIOUSLY PAID $36,561.01 11. SALES TAX DUE THIS ESTIMATE $14,953.85 12. SUBTOTAL-SALES TAX $51,514.86 * The Contractor has a Bond for Retainage therefore, Retainage is not reflected in the pay estimate. GRAND TOTAL: $650,524.86 FINANCE DEPARTMENT ACTION: PAYMENT TO CONTRACTOR (Lines 5 and 11): ACCOUNT # 421.000400.018.5960.0035.65.045000/45345/5354 # 4 $128,090.44 # 421.000500.018.5960.0034.65.055170/55170/5354 # 4 $24,607.13 # 421.000600.018.5960.0038.65.065400/65401/5354 # 4 $36,138.28 $188,835.85 TOTAL THIS ESTIMATE: $188,835.85 CHARTER 116, LAWS OF 1965 C/w I 1�°�► CITY OF RENTON CERTIFICATION 3►, 12� 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: _Ayzyt� &60(A�/ Printed On: 3/1/2001 City of Renton Public Works Department Page 1 Printed On: 3/1/2001 City of Renton Public Works Department Page 1 Project: Aberdeen Ave NE Utility Improvements Contract Number: CAG-00-110 Contractor.Robison Construction Inc. Pay Estimate 4 Closing Date: 2/27/2001 Item Description Unit Est. Unit Previous Previous This This Total Total No. Quantity Price Quantity Amount Quantity Amount Quantity Amount 001. Mobilization&Demobilization Lump Sum 1 $17,000.00 0.60 $10.200.00 0.10 $1,700.00 0.70 $11,900.00 002. Shoring.Design Construction&Maintenance Lump Sum 1 $1,000.00 0.40 $400.00 0.25 $250.00 0.65 $650.00 003. Construction and As-built survey Lump Sum 1 $1,000.00 0.50 $500.00 $&00 0.50 $500.00 004. Traffic Control Lump Sum 1 $1,000.00 0.40 $400.00 0.25 $250.00 0.65 $650.00 005 Temporary Erosion/Sedimentation Control Lump Sum 1 $1,000 00 0,40 $400 00 0.25 $250.00 0,65 $650.00 006. Landscape Restoration Lump Sum 1 $1,000,00 0.00 $0.00 $0.00 0.00 $0,00 007. Re-establish existing Monuments Each 1 $250.00 0.00 $0,00 $0,00 0.00 $0.00 008. TV Inspection of Sanitary Sewer Linear Foot 3561 $1 00 0.00 $0.00 $0.00 0.00 $0 00 009. 8"C900 PVC Sewer Pipe Linear Foot 3561 $36.00 109300 $39,348.00 1539,00 $55,404.00 2632.00 $94,752 00 010. 6"C900 PVC Side Sewer Pipe Linear Foot 1945 $30,00 0.00 $0.00 1617,00 $48,510,00 1617.00 $48,510.00 011. 48"Sanitary Sewer Manhole Each 15 $2,800.00 3.00 $8,400,00 4.00 $11,200.00 7.00 $19,600.00 012. Connect New Sewer to Existing Manhole Each 3 $1.000.00 1.00 $1_,000.00 2,00 $2,000,00 3.00 $3,000.00 013, 18'*CPEP Storm Pipe Linear Foot 1420 $21,00 0.00 $0.00 $0.00 0.00 $0.00 014. 12"CPEP Storm Pipe Linear Foot 1737 $18.00 0.00 $0.00 951.00 $17,118.00 951,00 $17,11&00 0.00 015. 48"Type-ll CB Each 18 $2,000.00 $0,00 7.00 $14,000.00 7.00 $14,000.00 016 CB Type-1 Each 8 $675.00 0.00 $0 00 2.00 $1,350,00 2.00 $1,350.00 16"ductile iron watermain pipe Cl.52,Poly wrapped& 017. Fittings Linear Foot 4750 $45.00 4750.00 $213,750.00 $0.00 4750.00 $213,750,00 12"ductile iron watermain pipe,Cl.52,Poly wrapped& 018. Fittings Linear Foot 100 $30.00 50.00 $1,500,00 $0.00 50,00 $1,500.00 8"ductile iron watermain pipe,Cl.52,Poly wrapped& 019. Fittings Linear Fool 60 $25.00 50.00 $1,250,00 $0.00 50.00 $1,250.00 6"ductile iron watermain pipe.Cl.52,Poly wrapped& 020. Fittings Linear Foot 20 $20.00 0.00 $0.00 $0.00 0.00 $0.00 021. 3/4"Water Service Connection Each 90 $800.00 76,00 $60.800,00 1200. $9,600,00 88.00 $70,400.00 022. 3/4"Water Service Connection(no existing meter) Each 3 $850.00 0.00 $0.00 6,00 $5.100.00 6.00 $5.100.00 023. Fire Hydrant Assembly Each 11 $3,000.00 9,00 $27,000.00 1.00 $3,000.00 10.00 $30,000.00 024 Connection to existing water main Each 12 $750.00 9.00 $6.750.00 2.00 $1,500.00 11.00 $8.250.00 025 16"butterfly valve assembly(No Vault) Each 9 $5.000.00 9.00 $45,000.00 $0.00 9.00 $45,000.00 026. 12"gate valve assembly(no Vault) Each 5 $800 00 5.00 $4,000.00 $0.00 5.00 $4.000.00 027 8"gate valve assembly Each 5 $500.00 5,00 $2,500.00 $0.00 5,00 $2.500.00 Printed On: 3/1/2001 City of Renton Public Works Department Page 2 Project: Aberdeen Ave NE Utility Improvements Contract Number: CAG-00-110 Contractor:Robison Construction Inc. Pay Estimate 4 Closing Date: 2/27/2001 Item Description Unit Est. Unit Previous Previous This This Total Total No Quantity Price Quantity Amount Quantity Amount Quantity Amount 028. 6"gate valve assembly Each 1 $350.00 0.00 $0.00 1.00 $350,00 1,00 $350.00 029. 2"air-vac assembly Each 1 $1,500.00 0.00 $0.00 1.00 $1,500.00 1.00 $1,500,00 030. Concrete for Thrust Blocking,Dead-Man Anchor Blocks Cubic Yard 15 $80.00 13.50 $1,08aw $0.00 13.50 $1,080,00 Removal of Existing fire hydrants,valve boxes&other 031. appurtenances Lump Sum 1 $1,000.00 0.20 $200.00 0.80 $800.00 1.00 $1,000.00 Removal and Replacement of Unsuitable Foundation 032. Material Ton 500 $12.50 0.00 $0.00 $0.00 0,00 $0.00 033. Select Imported Trench Backfill Ton 10000 $1.00 0.00 $0.00 $0.00 0.00 $0.00 034. Asphalt Patch Including Crus.Surf.Top Course Square Yd 8767 $16.25 1 40.00 $650.00 $0,00 40,00 $650,00 035. Replace Pavement Markings and Traffic Buttons Lump Sum 1 $4,000.00 0.00 $0.00 $0,00 0.00 $0.00 Subtotal Schedule $425,128.00 $173,882.00 $599,010.00 8.6%Sales Tax $36,561.01 $14,953 85 $51,514.86 TT Total $461,689.01 $188,835.85 $650,524.86 M 3I 1';2 TO: A FINANCE DIRECTOR L If- FROM: PUBLIC WORKS ADMINISTRATOR CONTRACTOR: Robison Construction Inc. CONTRACT NO. CAG-00-110 ESTIMATE NO. 3 PROJECT: Aberdeen Ave NE Utility Improvements 1. CONTRACTOR EARNINGS THIS ESTIMATE $77,618.00 2. SALES TAX @ 8.60% $6,675.15 3. TOTAL CONTRACT AMOUNT THIS ESTIMATE $84,293.15 4. EARNINGS PREVIOUSLY PAID CONTRACTOR $347,510.00 EARNINGS DUE CONTRACTOR THIS ESTIMATE $77,618.00 g SUBTOTAL-CONTRACTOR PAYMENTS $425,128.00 7. 8. * 9. 10. SALES TAX PREVIOUSLY PAID $29,885.86 11. SALES TAX DUE THIS ESTIMATE $6,675.15 12 SUBTOTAL-SALES TAX $36,561.01 * The Contractor has a Bond for Retainage therefore, Retainage is not reflected in the pay estimate. GRAND TOTAL: $461,689.01 FINANCE DEPARTMENT ACTION: PAYMENT TO CONTRACTOR (Lines 5 and 11): ACCOUNT # 421.000400.018.5960.0035.65.045000/45345/5354 # 3 $53,051.10 # 421.000500.018.5960.0034.65.055170/55170/5354 # 3 $31,134.54 # 421.000600.018.5960.0038.65.065400/65401/5354 # 3 $107.51 $84,293.15 TOTAL THIS ESTIMATE: $84,293.15 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 i HEREIN,AND THAT THE CLAIM IS A JUST,DUE AND UNPAID OBLIGATION AGAINST THE CITY OF REHTON,AND THAT I AM AUTHORIZED TO AUTHENTICATE AN//CERTIFY TO SAID CLAIM ` /L Signed: `/►J��"^I'ry�� Ii3D� 1 t CC 1 Printed On: 1/31/2001 City of Renton Public Works Department Page 1 FAA Printed On: 1/31/2001 City of Renton Public Works Department Page 1 Project. Aberdeen Ave NE Utility Improvements Contract Number CAG-00-110 Contractor:Robison Construction Inc. Pay Estimate 3 Closing Date: 1/30/2001 Item Description Unit Est. Unit Previous Previous This This Total Total No. Quantity Price Quantity Amount Quantity Amount Quantity Amount 001. Mobilization&Demobilization Lump Sum 1 $17.000.00 0.60 $10,200.00 $0.00 0.60 $10,200.00 002. Shoring,Design Construction&Maintenance Lump Sum 1 $1.000.00 0.30 $300.00 0.10 $100.00 0.40 $400.00 003. Construction and As-built survey Lump Sum 1 $1.000.00 0.50 $500.00 $0.00 0.50 $500.00 004. Traffic Control Lump Sum 1 $1.000.00 0.30 $300.00 0.10 $100.00 0.40 $400.00 005, Temporary ErostorVSedimentation Control Lump Sum 1 $1.000.00 0.30 $300.00 0.10 $100,00 0.40 $400,00 006. Landscape Restoration Lump Sum 1 $1.000.00 0.00 $0.00 $0.00 0.00 $0.00 007. Re-establish existing Monuments Each 1 $2',0 00 0.00 $0.00 $0.00 0,00 $0.00 008. TV Inspection of Sanitary Sewer Linear Foot 3561 $1 00 0.00 $0.00 $0.00 0.00 $0.00 009, 8"C900 PVC Sewer Pipe Linear Foot 3561 $36 00 0.00 $0,00 1093.00 $39,348.00 1093.00 $39,348.00 010. 6"C900 PVC Side Sewer Pipe Linear Foot 1945 $30 00 0.00 $0 00 $0.00 0.00 $0 00 011. 48"Sanitary Sewer Manhole Each 15 $2,800.00 0.00 $0.00 3.00 $8,400.00 3.00 $8,400.00 012. Connect New Sewer to Existing Manhole Each 3 $1,000.00 0.00 $0,00 1.00 $1,000,00 1.00 $1,000.00 013. 18"CPEP Storm Pipe Linear Foot 1420 $21 00 0.00 $0.00 $0.00 0.00 $0.00 014. 12"CPEP Storm Pipe Linear Foot 1737 $18.00 0.00 $0.00 $0,00 0.00 $0.00 0.00 015. 48"Type-II CB Each 18 $2.000.00 $0.00 $0.00 0.00 $0.00 016. CB Type-1 Each 8 $675.00 0,00 $0 00 $0-00 0.00 $0.00 16"ductile iron watermain pipe Cl.52,Poly wrapped& 017. Fittings Linear Foot 4750 $45.00 4700.00 $211,500.00 50.00 $2,250.00 4750.00 $213,750.00 12"ductile iron watenmain pipe,Cl.52,Poly wrapped& 018. Fittings Linear Foot 100 $30.00 50.00 $1,500,00 $0.00 50.00 $1,500.00 8"ductile iron watenmain pipe,Cl.52,Poly wrapped& 019. Fittings Linear Foot 60 $25.00 50.00 $1,250.00 $0.00 50.00 $1,250.00 IT'ductile iron watermain pipe,Cl.52,Poly wrapped& 020. Fittings Linear Foot 20 $20.00 0.00 $0.00 $0.00 0.00 $0.00 021. 3/4"Water Service Connection Each 90 $800.00 76.00 $60,800.00 $0.00 76.00 $60,800.00 022. 314"Water Service Connection(no existing meter) Each 3 $850.00 0 00 $0.00 $0.00 0.00 $0.00 023. Fire Hydrant Assembly Each 11 $3,000.00 9.00 $27,000.00 $0.00 9.00 $27,000.00 024_ Connection to existing water main Each 12 $750.00 3.00 $2,250.00 6.00 $4,500.00 9.00 $6,750.00 025. 16"butterfly valve assembly(No Vault) Each 9 $5,000.00 6.00 $30,000,00 3.00 $15,000,00 9.00 $45,000 00 026. 12"gate valve assembly(no Vault) Each 5 $800.00 0.00 $0,00 5.00 $4,000.00 5.00 $4,000.00 027. 8"gate valve assembly Each 5 $500.00 0.00 $0.00 5.00 $2,500,00 5.00 $2,500.00 Printed Om 1/31/2001 City of Renton Public Works Department Page 2 Project: Aberdeen Ave NE Utility Improvements Contract Number: CAG-00-110 Contractor:Robison Construction Inc. Pay Estimate 3 Closing Date: 113012001 Item Description Unit Est. Unit Previous Previous This This Total Total No. Quantity Price Quantity Amount Quantity Amount Quantity Amount 028. 6"gate valve assembly Each 1 $350.00 0.00 $0,00 $0.00 0.00 $0.00 029, 2"air-vac assembly Each 1 $1,500,00 0,00 $0 00 $0,00 0.00 $0.00 030. Concrete for Thrust Blocking,Dead-Man Anchor Blocks Cubic Yard 15 $80,00 12.00 $96&00 1.50 $120.00 13.50 $1,080.00 Removal of Existing fire hydrants,valve boxes&other 031. appurtenances Lump Sum 1 $1,000.00 0.00 $0.00 0.20 $200.00 0.20 $200.00 Removal and Replacement of Unsuitable Foundation 032. Material Ton 500 $12.50 0.00 $0.00 $0.00 0.00 $0.00 033. Select Imported Trench Backlill Ton 10000 $1.00 &00 $0.00 $0.00 0.00 $0.00 034. Asphalt Patch Including Crus.Surf.Top Course Square Yd 8767 $16.25 40.00 $650.00 $0.00 40.00 $650.00 035. Replace Pavement Markings and Traffic Buttons Lump Sum 1 $4,000.00 0.00 $0.00 $0.00 0.00 $0.00 Subtotal Schedule A $347,510.00 $77,618.00 $425,128.00 8.6%Sales Tax $29,885.86 $6,675.15 $36,561.01 TT Total $377,395.86 $84.293.15 $461.689.01 901 II3 Fi I,v TO: FINANCE DIRECTOR 1-3 - 0 1 FROM: PUBLIC WORKS ADMINISTRATOR CONTRACTOR: Robison Construction Inc. CONTRACT NO. CAG-00-110 ESTIMATE NO. 2 PROJECT: Aberdeen Ave NE Utility Improvements 1. CONTRACTOR EARNINGS THIS ESTIMATE $264,820.00 2. SALES TAX @ 8.60% $22,774.52 3. TOTAL CONTRACT AMOUNT THIS ESTIMATE $287,594.52 4. EARNINGS PREVIOUSLY PAID CONTRACTOR $82,690.00 EARNINGS DUE CONTRACTOR THIS ESTIMATE $264,820.00 6. SUBTOTAL-CONTRACTOR PAYMENTS $347,510.00 7. 8, 9. 10. SALES TAX PREVIOUSLY PAID $7,111.34 11. SALES TAX DUE THIS ESTIMATE $22,774.52 12. SUBTOTAL-SALES TAX $29,885.86 " The Contractor has a Bond for Retainage therefore, Retainage is not reflected in the pay estimate. GRAND TOTAL: $377,395.86 FINANCE DEPARTMENT ACTION: PAYMENT TO CONTRACTOR (Lines 5 and 11): ACCOUNT # 421.000400.018.5960.0035.65.045000/45345/5354 # 2 $2,492.37 # 421.000500.018.5960.0034.65.055170/55170/5354 # 2 $282,683.09 # 421.000600.018.5960.0038.65.065045/65401/5354 # 2 $2,419.06 $287,594.52 TOTAL THIS ESTIMATE: $287,594.52 �?ynl CHARTER 116, LAWS OF 1965 � CITY OF RENTON CERTIFICATION I"'d I,THE UNDERSIGNED DO HEREBY CERTIFY UNDER PENAL PERJURY,THAT THE MATERIALS HAVE BEEN FURNI D,THE SERVICES RENDERED OR THE LABOR PERFO D AS DESCRIBED HEREIN,AND THAT THE CLAIM IS A JUST,D AND UNPAID OBLIGATION AGAINST THE CITY OF REN N,AND T T I AM AUTHORIZED TO AUTHENTICATE AND ERTIFY SAID CLAIM Signed.- Printed On: 1/4/2001 City of Renton Public Works Department Page 1 Printed On: 1/3/2001 City of Renton Public Works Department Page 1 Project: Aberdeen Ave NE Utility Improvements Contract Number: CAG-00-110 Contractor:Robison Construction Inc. Pay Estimate 2 Closing Date: 1/3/2001 Item Description Unit Est. Unit Previous Previous This This Total Total No. Quantity Price Quantity Amount Quantity Amount Quantity Amount 001. Mobilization&Demobilization Lump Sum 1 $17,000.00 0.30 $5,100.00 0.30 $5,100.00 0.60 $10,200.00 002. Shoring,Design Construction&Maintenance Lump Sum 1 $1,000.D0 0.10 $100.00 0.20 $200.00 0.30 $300.00 003. Construction and As-built survey Lump Sum 1 $1,000.00 0,10 $100.00 0.40 $400.00 0.50 $500.00 004. Traffic Control Lump Sum 1 $1,000.00 0.10 $100.00 0.20 $200.00 0.30 $300.00 005. Temporary Erosion/Sedimentation Control Lump Sum 1 $1,000.00 0.10 $100.00 0.20 $200.00 0.30 $300.00 006. Landscape Restoration Lump Sum 1 $1,000.00 0.00 $0.00 $0.00 0.00 $0.00 007. Re-establish existing Monuments Each 1 $250.00 0,00 $0.00 $0.00 0.00 $0.00 008. TV Inspection of Sanitary Sewer Linear Foot 3561 $1.00 0.00 $&00 $0.00 0.00 $0.00 009. 8"C900 PVC Sewer Pipe Linear Foot 3561 $36.00 0,00 $0.00 $0.00 0.00 $0.00 010. 6"C900 PVC Side Sewer Pipe Linear Foot 1945 $30.00 0.00 $0.00 $0,00 &00 $0.00 011. 48"Sanitary Sewer Manhole Each 15 $2,800.00 0.00 $0.00 $0.00 0,00 $0.00 012. Conned New Sewer to Existing Manhole Each 3 $1,000.00 0.00 $0.00 $0.00 0.00 $0.00 013. 18"CPEP Storm Pipe Linear Foot 1420 $21.00 0.00 $0.00 $0,00 0.00 $0.00 014. 12"CPEP Storm Pipe Linear Foot 1737 $18.00 0.00 $0.00 $0.00 0.00 $0.00 0.00 015. 48"Type-II CB Each 18 $2,000.00 $0.00 $0.00 0.00 $0.00 016. CB Type-1 Each 8 $675.00 0.00 $0.00 $0.00 0.00 $0.00 16"ductile iron watermain pipe Cl.52,Poly wrapped& 017. Fittings Linear Foot 4750 $45.00 1182.00 $53,190.00 3518.00 $158.310.00 4700.00 $211,500.00 12"ductile iron watermain pipe,Cl.52,Poly wrapped& 018. Fittings Linear Foot 100 $30.00 0.00 $0.00 50.00 $1,500.00 50.00 $1,500.00 8"ductile iron watermain pipe,Cl.52,Poly wrapped& 019. Fittings Linear Foot 60 $25.00 0.00 $0.00 50.00 $1,250.00 50.00 $1,250.00 6"ductile iron watermain pipe,Cl.52,Poly wrapped& 020. Fittings Linear Foot 20 $20.00 0.00 $0.00 $0.00 0.00 $0.00 021. 3/4"Water Service Connection Each 90 $800.00 0.00 $0.00 76,00 $60,800.00 76.00 $60,800.00 022. 3/4"Water Service Connection(no existing meter) Each 3 $850.00 0.00 $0.00 $0.00 0.00 $0.00 023. Fire Hydrant Assembly Each 11 $3,000.00 3.00 $9,000.00 6.00 $18,000.00 9.00 $27,000.00 024. Connection to existing water main Each 12 $750.00 0,00 $0.00 3,00 $2,250.00 3.00 $2,250.00 025, 16"butterfly valve assembly(No Vault) Each 9 $5,000.00 3,00 $15,000.00 3.00 $15,000.00 6.00 $30,000 00 026. 12"gate valve assembly(no Vault) Each 5 $800.00 0.00 $0.00 $0.00 0.00 $0.00 027. 8"gate valve assembly Each 5 $500.00 0.00 $0.00 $0.00 0.00 $0.00 Printed On: 1/3/2001 City of Renton Public Works Department Page 2 Project: Aberdeen Ave NE Utility Improvements Contract Number: CAG-00-110 ConVactor:Robison Construction Inc. Pay Estimate 2 Closing Date: 1/3/2001 Item Description Unit Est. Unit Previous Previous This This Total Total No Quantity Price Quantity Amount Quantity Amount Quantity Amount 028. 6"gate valve assembly Each 1 $350.00 0.00 $0.00 $0.00 0.00 $0.00 029. 2"air-vac assembly Each 1 $1,500.00 0.00 $0.00 $0.00 0,00 $0.00 030. Concrete for Thrust Blocking,Dead-Man Anchor Blocks Cubic Yard 15 $80.00 0.00 $0.00 12.00 $960.00 12.00 $960.00 Removal of Existing fire hydrants,valve boxes&other 031. appurtenances Lump Sum 1 $1,000.00 0.00 $0.00 $0.00 0.00 $0.00 Removal and Replacement of Unsuitable Foundation 032. Material Ton 500 $12.50 0.00 $0.00 $0 00 0.00 $0.00 033. Select Imported Trench Backfill Ton 10000 $1.00 0.00 $0.00 $0.00 0.00 $0.00 034. Asphalt Patch Including Crus.Surf.Top Course Square Yd 8767 $16.25 0.00 $0.00 40.00 $650.00 40.00 $650.00 035. Replace Pavement Markings and Traffic Buttons Lump Sum 1 $4,000.00 0.00 $0.00 $0.00 0.00 $0.00 Subtotal Schedule A $82,690.00 $264,820.00 $347,510.00 8.6%Sales Tax $7,111.34 $22,774.52 $29,885.86 TT Total $89,801,34 $287,594.52 $377,395.86 t� w I t �-K/ /M- FINANCE DIRECTOR 00 FROM: PUBLIC WORKS ADMINISTRATOR CONTRACTOR: Robison Construction Inc. CONTRACT NO. CAG-00-110 ESTIMATE NO. 1 PROJECT: Aberdeen Ave NE Utility Improvements 1. CONTRACTOR EARNINGS THIS ESTIMATE $82,690.00 2. SALES TAX @ 8.60% $7,111.34 3. TOTAL CONTRACT AMOUNT THIS ESTIMATE $89,801.34 4. EARNINGS PREVIOUSLY PAID CONTRACTOR $0.00 5. * EARNINGS DUE CONTRACTOR THIS ESTIMATE $78,555.50 6. SUBTOTAL-CONTRACTOR PAYMENTS $78,555.50 7. RETAINAGE ON PREVIOUS EARNINGS $0.00 8. ** RETAINAGE ON EARNINGS THIS ESTIMATE $4,134.50 9. SUBTOTAL-RETAINAGE $4,134.50 10. SALES TAX PREVIOUSLY PAID $0.00 11. SALES TAX DUE THIS ESTIMATE $7,111.34 12. SUBTOTAL-SALES TAX $7,111.34 * (95%x LINE 1) ** (RETAINAGE: 5%) GRAND TOTAL: $89,801.34 FINANCE DEPARTMENT ACTION: PAYMENT TO CONTRACTOR (Lines 5 and 11): ACCOUNT # 421.000400.018.5960.0035.65.045000/45345/5354 # 1 1937.32 # 421.000500.018.5960.0034.65.055170/55170/5354 # 1 81849.18 # 421.000600.018.5960.0038.65.065045/65401/5354 # 1 1880.34 $85,666.84 RETAINED AMOUNT (Line 8): ACCOUNT # 421.000400.018.5960.0035.65.045000/45345/5354 # 1 93.50 # 421.000500.018.5960.0034.65.055170/55170/5354 # 1 3950.25 # 421.000600.018.5960.0038.65.065045/65401/5354 # 1 90.75 $4,134.50 TOTAL THIS ESTIMATE: $89,801.34 CHARTER 116, LAWS OF 1965 CITY OF RENTON CERTIFICATION �� NJ24i I,THE UNDERSIGNED DO HEREBY CERTIFY UNDER PENALTY OF PERJURY,THAT THE MATERIALS HAVE BEEN FURNISHEDUTHE SERVICES RENDERED OR THE LABOR PERFORMED AS HEREIN,AND THAT THE CLAIM IS A JUST,DUE AND UNPOBLIGATION AGAINST THE CITY OF RENTONAND T AUTHORIZED TO AUTHENTICATE AND CERTIFY T SAID 7 Signed: Printed On: 11/29/2000 City of Renton Public Works Department Page 1 A Printed On: 11/29/2000 City of Renton Public Works Department Page'1 Project: Aberdeen Ave NE Utility Improvements Contract Number CAG-00-110 Contractor:Robison Construction Inc. Pay Estimate 1 Closing Date: 11/28/2000 Item Description Unit Est. Unit Previous Previous This This Total Total No Quantity Price Quantity Amount Quantity Amount Quantity Amount 001. Mobilization&Demobilization Lump Sum 1 $17,000.00 $0.00 0.30 $5,100.00 0.30 $5,100.00 002. Shoring,Design Construction&Maintenance Lump Sum 1 $1,000.00 $0.00 0.10 $100.00 0.10 $100.00 003. Construction and As-built survey Lump Sum 1 $1,000.00 $0.00 0.10 $100.00 0.10 $100.00 004. Traffic Control Lump Sum 1 $1,000.00 $0.00 0.10 $100.00 0.10 $100.00 005. Temporary Erosion/Sedimentation Control Lump Sum 1 $1,000.00 $0.00 0.10 $100.00 0.10 $100.00 006. Landscape Restoration Lump Sum 1 $1,000.00 $0.00 $0.00 0.00 $0.00 007. Re-establish existing Monuments Each 1 $250.00 $0.00 $0.00 0.00 $0.00 008. TV Inspection of Sanitary Sewer Linear Foot 3561 $1.00 $0.00 $0.00 0.00 $0.00 009, 8"C900 PVC Sewer Pipe Linear Foot 3561 $36.00 $0.00 $0.00 0.00 $0.00 010. 6"C900 PVC Side Sewer Pipe Linear Foot 1945 $30.00 $0.00 $0.00 0.00 $0.00 011, 48"Sanitary Sewer Manhole Each 15 $2,800.00 $0.00 $0.00 0.00 $0.00 012. Connect New Sewer to Existing Manhole Each 3 $1,000.00 $0-00 $0.00 0.00 $0.00 013. 18"CPEP Storm Pipe Linear Foot 1420 $21.00 $0.00 $0.00 0.00 $0.00 014. 12"CPEP Storm Pipe Linear Foot 1737 $18.00 $0.00 $0.00 0.00 $0.00 015. 48"Type-II CB Each 18 $2,000.00 $0-00 $0.00 0.00 $0.00 016. CB Type-1 Each 8 $675.00 $0.00 $0.00 0.00 $0.00 16"ductile iron watermain pipe Cl.52,Poly wrapped 8 $0.00 1182.00 $53,190.00 1182.00 $53,190.00 017. Fittings Linear Foot 4750 $45.00 12"ductile iron watermain pipe,Cl.52,Poly wrapped& 018. Fittings Linear Foot 100 $30.00 $0.00 $0.00 0.00 $0.00 8"ductile iron watermain pipe,Cl.52,Poly wrapped& 019. Fittings Linear Foot 60 $25.00 $0.00 $0.00 0.00 $0.00 6"ductile iron watermain pipe,Cl.52.Poly wrapped& Linear Foot 20 $20.00 $0.00 $0.00 0.00 $0.00 020. Fittings 021. 3/4"Water Service Connection Each 90 $800.00 $0.00 $0.00 0.00 $0.00 022. 314"Water Service Connection(no existing meter) Each 3 $850.00 $0.00 $0.00 0.00 $0.00 023. Fire Hydrant Assembly Each 11 $3,000.00 $0.00 3.00 $9,000.00 3.00 $9,000.00 024. Connection to existing water main Each 12 $750.00 $0.00 $0.00 0.00 $0.00 025, 16"butterfly valve assembly(No Vault) Each 9 $5,000.00 $0.00 3,00 $15,0W0 00 3.00 $15,000.00 026. 12"gale valve assembly(no Vault) Each 5 $800.00 $0.00 $0.00 0.00 $0.00 $0.00 0.00 $0.00 027. 8"gate valve assembly Each 5 $500.00 $0.00 Printed On: 11/29/2000 City of Renton Public Works Department Page 2 Project: Aberdeen Ave NE Utility Improvements Contract Number: CAG-00-110 Contractor:Robison Construction Inc. Pay Estimate 1 Closing Date: 11/28/2000 Item Description Unit Est. Unit Previous Previous This This Total Total No. Quantity Price Quantity Amount Quantity Amount Quantity Amount 028. 6"gate valve assembly Each 1 $350.00 $0.00 $0.00 0.00 $0.00 029. 2"air-vac assembly Each 1 $1,500.00 $0.00 $0,00 0.00 $0.00 030. Concrete for Thrust Blocking,Dead-Man Anchor Blocks Cubic Yard 15 $80.00 $0.00 $0.00 0.00 $0.00 Removal of Existing fire hydrants,valve boxes&other 031. appurtenances Lump Sum 1 $1,000.00 $0.00 $0.00 0.00 $0.00 Removal and Replacement of Unsuitable Foundation 032. Material Ton 500 $12.50 $0.00 $0.00 0.00 $0.00 033. Select Imported Trench Ball Ton 10000 $1.00 $0.00 $0.00 0.00 $0.00 034. Asphalt Patch Including Crus.Surf.Top Course Square Yd 8767 $16.25 $0.00 $0.00 0.00 $0.00 035. Replace Pavement Markings and Traffic Buttons Lump Sum 1 $4,000.00 $0.00 $0.00 0.00 $0.00 Subtotal Schedule A $0.00 $82,690.00 $82,690.00 8.6%Sales Tax $0.00 $7,111.34 $7,111.34 TT Total $0.00 $89,801.34 $89,801.34 Bid 1 ab t-age y Aberdeen Ave.NE Wastewater Surface Water Water Project Title: BID DATE: 8/1/2000 2:30 PDT Utility Improvements Cost Cost Cost `Item Description Unit Est. No Quantit 001 Mobilization&Demobilization Lump Sum 1 5,780.00 5,610.00 5,610.00 002 Shoring,Design Construction&Maintenance Lump Sum 1 340.00 330.00 330.00 003 Construction and As-built survey Lump Sum 1 340.00 330.00 330.00 004 Traffic Control Lump Sum 1 340.00 330.00 330.00 005 Temporary Erosion/Sedimentation Control Lump Sum 1 340.00 330.00 330.00 006 Landscape Restoration Lump Sum 1 340.00 330.00 330.00 007 Re-establish existing Monuments Each 1 85.00 82.50 82.50 008 TV Inspection of Sanitary Sewer Linear Foot 3,561 3,561.00 009 8"C900 PVC Sewer Pipe Linear Foot 3,561 128,196.00 010 6"C900 PVC Side Sewer Pipe Linear Foot 1,945 58,350.00 011 48"Sanitary Sewer Manhole Each 15 42,000.00 012 Connect New Sewer to Existing Manhole Each 3 3,000.00 013 18"CPEP Storm Pipe Linear Foot 1,420 29,820.00 014 12"CPEP Storm Pipe Linear Foot 1,737 31,266.00 015 48"Type-ll CB Each 18 36,000.00 016 CB Type-1 Each 8 5,400.00 017 16"ductile iron watermain pipe Cl.52,Poly wrapped&Fittings Linear Foot 4,750 213,750.00 018 12"ductile iron watermain pipe,Cl.52,Poly wrapped&Fittings Linear Foot 100 3,000.00 019 8"ductile iron watermain pipe,Cl.52, Poly wrapped&Fittings Linear Foot 60 1,500.00 020 6"ductile iron watermain pipe,Cl.52, Poly wrapped&Fittings Linear Foot 20 400.00 021 3/4"Water Service Connection Each 90 72,000.00 022 3/4"Water Service Connection(no existing meter) Each 3 2,550.00 023 Fire Hydrant Assembly Each 11 33,000.00 024 Connection to existing water main Each 12 9,000.00 025 16"butterfly valve assembly(No Vault) Each 9 45,000.00 026 12"gate valve assembly(no Vault) Each 5 4,000.00 027 8"gate valve assembly Each 5 2,500.00 028 6"gate valve assembly Each 1 350.00 029 2"air-vac assembly Each 1 1,500.00 030 Concrete for Thrust Blocking, Dead-Man Anchor Blocks Cubic Yard 15 1,200.00 031 Removal of Existing fire hydrants,valve boxes&other appurtenances Lump Sum 1 1,000.00 032 Removal and Replacement of Unsuitable Foundation Material Ton 500 2,125.00 2,062.50 2,062.50 033 Select Imported Trench Backfill Ton 10,000 3,400.00 3,300.00 3,300.00 034 Asphalt Patch Including Crus.Surf.Top Course Square Yd 8,767 48,437.68 47,013.04 47,013.04 035 Replace Pavement Markings and Traffic Buttons Lump Sum 1 1,360.00 1,320.00 1,320.00 $297,994.68 $163,524.04 $451,788.04 $25,627.54 $14,063.07 $38,853.77 $323,622.22 $177,587.10 $490,641.81 8/8/2000 Bid _dab Page 1 Project Title: Aberdeen Ave.NE City of Renton Robison Cosnstruction Inc. BID DATE:8/1/2000 2:30 PDT Utility Improvements Engineers Estimate Low Bid Item Description Unit Est, Unit Bid Unit Bid No. Quantit Price Amount Price Amount 001 Mobilization&Demobilization Lump Sum 1 $120,000.00 $120,000.00 $17,000.00 $17,000.00 002 Shoring, Design Construction&Maintenance Lump Sum 1 $40,000.00 $40,000.00 $1,000.00 $1,000.00 003 Construction and As-built survey Lump Sum 1 $20,000.00 $20,000.00 $1,000.00 $1,000.00 004 Traffic Control Lump Sum 1 $20,000.00 $20,000.00 $1,000.00 $1,000.00 005 Temporary Erosion/Sedimentation Control Lump Sum 1 $10,000.00 $10,000.00 $1,000.00 $1,000.00 006 Landscape Restoration Lump Sum 1 $30,000.00 $30,000.00 $1,000.00 $1,000.00 007 Re-establish existing Monuments Each 1 $1,000.00 $1,000.00 $250.00 $250.00 008 TV Inspection of Sanitary Sewer Linear Foot 3,561 $1.50 $5,341.50 $1.00 $3,561.00 009 8"C900 PVC Sewer Pipe Linear Foot 3,561 $55.00 $195,855.00 $36.00 $128,196.00 010 6"C900 PVC Side Sewer Pipe Linear Foot 1,945 $45.00 $87,525.00 $30.00 $58,350.00 011 48"Sanitary Sewer Manhole Each 15 $2,500.00 $37,500.00 $2,800.00 $42,000.00 012 Connect New Sewer to Existing Manhole Each 3 $1,000.00 $3,000.00 $1,000.00 $3,000.00 013 18"CPEP Storm Pipe Linear Foot 1,420 $50.00 $71,000.00 $21.00 $29,820.00 014 12"CPEP Storm Pipe Linear Foot 1,737 $45.00 $78,165.00 $18.00 $31,266.00 015 48"Type-II CB Each 18 $2,000.00 $36,000.00 $2,000.00 $36,000.00 016 CB Type-1 Each 8 $1,000.00 $8,000.00 $675.00 $5,400.00 017 16"ductile iron watermain pipe Cl. 52,Poly wrapped&Fittings Linear Foot 4,750 $60.00 $285,000.00 $45.00 $213,750.00 018 12"ductile iron watermain pipe,Cl.52, Poly wrapped&Fittings Linear Foot 100 $55.00 $5,500.00 $30.00 $3,000.00 019 8"ductile iron watermain pipe,Cl. 52, Poly wrapped&Fittings Linear Foot 60 $50.00 $3,000.00 $25.00 $1,500.00 020 6"ductile iron watermain pipe,Cl. 52, Poly wrapped&Fittings Linear Foot 20 $45.00 $900.00 $20.00 $400.00 021 3/4"Water Service Connection Each 90 $600.00 $54,000.00 $800.00 $72,000.00 022 3/4"Water Service Connection(no existing meter) Each 3 $600.00 $1,800.00 $850.00 $2,550.00 023 Fire Hydrant Assembly Each 11 $2,500.00 $27,500.00 $3,000.00 $33,000.00 024 Connection to existing water main Each 12 $1,500.00 $18,000.00 $750.00 $9,000.00 025 16"butterfly valve assembly(No Vault) Each 9 $2,000.00 $18,000.00 $5,000.00 $45,000.00 026 12"gate valve assembly(no Vault) Each 5 $1,200.00 $6,000.00 $800.00 $4,000.00 027 8"gate valve assembly Each 5 $500.00 $2,500.00 $500.00 $2,500.00 028 6"gate valve assembly Each 1 $400.00 $400.00 $350.00 $350.00 029 2"air-vac assembly Each 1 $1,500.00 $1,500.00 $1,500.00 $1,500.00 030 Concrete for Thrust Blocking, Dead-Man Anchor Blocks Cubic Yard 15 $150.00 $2,250.00 $80.00 $1,200.00 031 Removal of Existing fire hydrants,valve boxes&other appurtenances Lump Sum 1 $2,000.00 $2,000.00 $1,000.00 $1,000.00 032 Removal and Replacement of Unsuitable Foundation Material Ton 500 $15.00 $7,500.00 $12.50 $6,250.00 033 Select Imported Trench Backfill Ton 10,000 $15.00 $150,000.00 $1.00 $10,000.00 034 Asphalt Patch Including Crus.Surf.Top Course Square Yd 8,767 $20.00 $175,340.00 $16.25 $142,463.75 035 Replace Pavement Markings and Traffic Buttons Lump Sum 1 $10,000.00 $10,000.00 $4,000.00 $4,000.00 Subtotal $1,534,576.50 Subtotal $913,306.75 Tax $131,973.58 Tax $78,544.38 Total $1,666,550.08 Total $991,851.13 8/8/2000 Bid Tab Page 2 Project Title: Aberdeen Ave.NE Western Tricon, Inc. King Construction BID DATE:8/1/2000 2:30 PDT Utility Improvements Item Description Unit Est. Unit Bid Unit Bid No Quantit Price Amount Price Amount 001 Mobilization&Demobilization Lump Sum 1 $53,935.00 $53,935.00 $95,000.00 $95,000.00 002 Shoring, Design Construction&Maintenance Lump Sum 1 $5,750.00 $5,750.00 $2,750.00 $2,750.00 003 Construction and As-built survey Lump Sum 1 $14,700.00 $14,700.00 $500.00 $500.00 004 Traffic Control Lump Sum 1 $28,000.00 $28,000.00 $4,850.00 $4,850,00 005 Temporary Erosion/Sedimentation Control Lump Sum 1 $5,000.00 $5,000.00 $5,775.00 $5,775.00 006 Landscape Restoration Lump Sum 1 $17,250.00 $17,250.00 $41,850.00 $41,850.00 007 Re-establish existing Monuments Each 1 $150.00 $150.00 $300.00 $300.00 008 TV Inspection of Sanitary Sewer Linear Foot 3,561 $1,00 $3,561.00 $1.00 $3,561.00 009 8"C900 PVC Sewer Pipe Linear Foot 3,561 $28.00 $99,708.00 $44.00 $156,684.00 010 6"C900 PVC Side Sewer Pipe Linear Foot 1,945 $20.00 $38,900.00 $27.00 $52,515.00 011 48"Sanitary Sewer Manhole Each 15 $1,900.00 $28,500.00 $2,600.00 $39,000.00 012 Connect New Sewer to Existing Manhole Each 3 $660.00 $1,980.00 $750.00 $2,250.00 013 18"CPEP Storm Pipe Linear Foot 1,420 $23.25 $33,015.00 $37.50 $53,250.00 014 12"CPEP Storm Pipe Linear Foot 1,737 $15.80 $27,444.60 $34.00 $59,058.00 015 48"Type-II CB Each 18 $1,335.00 $24,030.00 $2,380.00 $42,840.00 016 CB Type-1 Each 8 $450.00 $3,600.00 $770.00 $6,160.00 017 16"ductile iron watermain pipe Cl.52,Poly wrapped&Fittings Linear Foot 4,750 $43.20 $205,200.00 $42.00 $199,500.00 018 12"ductile iron watermain pipe,Cl. 52,Poly wrapped&Fittings Linear Foot 100 $48.00 $4,800.00 $90.00 $9,000.00 019 8"ductile iron watermain pipe, Cl. 52, Poly wrapped&Fittings Linear Foot 60 $32.00 $1,920.00 $58.00 $3,480.00 020 6"ductile iron watermain pipe,Cl. 52, Poly wrapped&Fittings Linear Foot 20 $26.00 $520.00 $67.00 $1,340.00 021 3/4"Water Service Connection Each 90 $574.00 $51,660.00 $645.00 $58,050.00 022 3/4"Water Service Connection(no existing meter) Each 3 $500.00 $1,500.00 $630.00 $1,890.00 023 Fire Hydrant Assembly Each 11 $2,600.00 $28,600.00 $2,925.00 $32,175.00 024 Connection to existing water main Each 12 $1,500.00 $18,000.00 $1,000.00 $12,000.00 025 16"butterfly valve assembly(No Vault) Each 9 $5,500.00 $49,500.00 $3,100.00 $27,900.00 026 12"gate valve assembly(no Vault) Each 5 $700,00 $3,500.00 $975.00 $4,875.00 027 8"gate valve assembly Each 5 $400.00 $2,000.00 $485.00 $2,425.00 028 6"gate valve assembly Each 1 $360,00 $360.00 $315.00 $315.00 029 2"air-vac assembly Each 1 $1,480.00 $1,480.00 $1,650.00 $1,650.00 030 Concrete for Thrust Blocking, Dead-Man Anchor Blocks Cubic Yard 15 $125.00 $1,875.00 $190.00 $2,850.00 031 Removal of Existing fire hydrants,valve boxes&other appurtenances Lump Sum 1 $2,200.00 $2,200.00 $1,000.00 $1,000.00 032 Removal and Replacement of Unsuitable Foundation Material Ton 500 $19.00 $9,500.00 $1.00 $500.00 033 Select Imported Trench Backfill Ton 10,000 $14.00 $140,000.00 $0.01 $100.00 034 Asphalt Patch Including Crus. Surf.Top Course Square Yd 8,767 $20.00 $175,340.00 $27.00 $236,709.00 035 Replace Pavement Markings and Traffic Buttons Lump Sum 1 $1,700.00 $1,700.00 $4,175.00 $4,175.00 Subtotal $1,085,178.60 Subtotal $1,166,277.00 Tax $93,325.36 Tax $100,299.82 Total $1,178,503.96 Total $1,266,576.82 8/8/2000 Bid Tab Page 3 Project Title: Aberdeen Ave.NE DDJ Construction Co., Inc Frank Coluccio Const. Co. BID DATE:8/1/2000 2:30 PDT Utility Improvements Item Description Unit Est. Unit Bid Unit Bid No. Quantit Price Amount Price Amount 001 Mobilization&Demobilization Lump Sum 1 $33,000.00 $33,000.00 $75,000.00 $75,000.00 002 Shoring, Design Construction&Maintenance Lump Sum 1 $1,000.00 $1,000.00 $5,000.00 $5,000.00 003 Construction and As-built survey Lump Sum 1 $10,000.00 $10,000.00 $10,000.00 $10,000.00 004 Traffic Control Lump Sum 1 $1,000.00 $1,000.00 $3,000.00 $3,000.00 005 Temporary Erosion/Sedimentation Control Lump Sum 1 $2,500.00 $2,500.00 $5,000.00 $5,000.00 006 Landscape Restoration Lump Sum 1 $3,000.00 $3,000.00 $10,000.00 $10,000.00 007 Re-establish existing Monuments Each 1 $500.00 $500.00 $300.00 $300.00 008 TV Inspection of Sanitary Sewer Linear Foot 3,561 $0.40 $1,424.40 $1.00 $3,561.00 009 8"C900 PVC Sewer Pipe Linear Foot 3,561 $85.00 $302,685.00 $68.00 $242,148.00 010 6"C900 PVC Side Sewer Pipe Linear Foot 1,945 $31.00 $60,295.00 $52.00 $101,140.00 011 48"Sanitary Sewer Manhole Each 15 $2,400.00 $36,000.00 $3,100.00 $46,500.00 012 Connect New Sewer to Existing Manhole Each 3 $1,685.00 $5,055.00 $2,400.00 $7,200.00 013 18"CPEP Storm Pipe Linear Foot 1,420 $36.00 $51,120.00 $600.00 $852,000.00 014 12"CPEP Storm Pipe Linear Foot 1,737 $26.00 $45,162.00 $48.00 $83,376.00 015 48"Type-II CB Each 18 $1,950.00 $35,100.00 $1,850.00 $33,300.00 016 CB Type-1 Each 8 $800.00 $6,400.00 $500.00 $4,000.00 017 16"ductile iron watermain pipe Cl. 52,Poly wrapped&Fittings Linear Foot 4,750 $76.50 $363,375.00 $61.00 $289,750.00 018 12"ductile iron watermain pipe,Cl.52, Poly wrapped&Fittings Linear Foot 100 $44.00 $4,400.00 $55.00 $5,500.00 019 8"ductile iron watermain pipe, Cl. 52, Poly wrapped&Fittings Linear Foot 60 $50.00 $3,000.00 $50.00 $3,000.00 020 6"ductile iron watermain pipe,Cl.52, Poly wrapped&Fittings Linear Foot 20 $50.00 $1,000.00 $40.00 $800.00 021 3/4"Water Service Connection Each 90 $580.00 $52,200.00 $460.00 $41,400.00 022 3/4"Water Service Connection(no existing meter) Each 3 $500.00 $1,500.00 $600.00 $1,800.00 023 Fire Hydrant Assembly Each 11 $2,400.00 $26,400.00 $2,500.00 $27,500.00 024 Connection to existing water main Each 12 $1,800.00 $21,600.00 $2,300.00 $27,600.00 025 16"butterfly valve assembly(No Vault) Each 9 $2,000.00 $18,000.00 $2,100.00 $18,900.00 026 12"gate valve assembly(no Vault) Each 5 $815.00 $4,075.00 $650.00 $3,250.00 027 8"gate valve assembly Each 5 $480.00 $2,400.00 $400.00 $2,000.00 028 6"gate valve assembly Each 1 $360.00 $360.00 $350.00 $350.00 029 2"air-vac assembly Each 1 $1,500.00 $1,500.00 $1,200.00 $1,200.00 030 Concrete for Thrust Blocking, Dead-Man Anchor Blocks Cubic Yard 15 $80.00 $1,200.00 $100.00 $1,500.00 031 Removal of Existing fire hydrants,valve boxes&other appurtenances Lump Sum 1 $5,000.00 $5,000.00 $2,000.00 $2,000.00 032 Removal and Replacement of Unsuitable Foundation Material Ton 500 $1.00 $500.00 $10.00 $5,000.00 033 Select Imported Trench Backfill Ton 10,000 $0.10 $1,000.00 $5.00 $50,000.00 034 Asphalt Patch Including Crus.Surf.Top Course Square Yd 8,767 $7.00 $61,369.00 $19.00 $166,573.00 035 Replace Pavement Markings and Traffic Buttons Lump Sum 1 $4,250.00 $4,250.00 $4,000.00 $4,000.00 Subtotal $1,167,370.40 Subtotal $2,133,648.00 Tax $100,393.85 Tax $183,493.73 Total $1,267,764.25 Total $2,317,141.73 8/8/2000 Bid Tao raya 4 'Project Title: Aberdeen Ave.NE DDI Construction R.L.Alia Company BID DATE: 8/1/2000 2:30 PDT Utility Improvements Item Description Unit Est. Unit Bid Unit Bid No. Quantit Price Amount Price Amount 001 Mobilization&Demobilization Lump Sum 1 $70,750.00 $70,750.00 $77,000.00 $77,000.00 002 Shoring, Design Construction&Maintenance Lump Sum 1 $2,590.00 $2,590.00 $10,000.00 $10,000.00 003 Construction and As-built survey Lump Sum 1 $7,750.00 $7,750.00 $8,000.00 $8,000.00 004 Traffic Control Lump Sum 1 $2,590.00 $2,590.00 $58,000.00 $58,000.00 005 Temporary Erosion/Sedimentation Control Lump Sum 1 $2,000.00 $2,000.00 $1,000.00 $1,000.00 006 Landscape Restoration Lump Sum 1 $15,000.00 $15,000.00 $23,750.00 $23,750.00 007 Re-establish existing Monuments Each 1 $500.00 $500.00 $500.00 $500.00 008 TV Inspection of Sanitary Sewer Linear Foot 3,561 $0.85 $3,026.85 $1.00 $3,561.00 009 8"C900 PVC Sewer Pipe Linear Foot 3,561 $44.40 $158,108.40 $55.00 $195,855.00 010 6"C900 PVC Side Sewer Pipe Linear Foot 1,945 $49.90 $97,055.50 $36.00 $70,020,00 011 48"Sanitary Sewer Manhole Each 15 $2,975.00 $44,625.00 $2,000.00 $30,000.00 012 Connect New Sewer to Existing Manhole Each 3 $2,790.00 $8,370.00 $1,500.00 $4,500.00 013 18"CPEP Storm Pipe Linear Foot 1,420 $46.70 $66,314.00 $60.00 $85,200.00 014 12"CPEP Storm Pipe Linear Foot 1,737 $38.45 $66,787.65 $45.00 $78,165.00 015 48"Typed ICB Each 18 $2,300.00 $41,400.00 $2,000.00 $36,000.00 016 CB Type-1 Each 8 $850.00 $6,800.00 $1,000.00 $8,000.00 017 16"ductile iron watermain pipe Cl. 52,Poly wrapped&Fittings Linear Foot 4,750 $47.50 $225,625.00 $65.00 $308,750.00 018 12"ductile iron watermain pipe, Cl. 52, Poly wrapped&Fittings Linear Foot 100 $74.60 $7,460.00 $85.00 $8,500.00 019 8"ductile iron watermain pipe,Cl. 52, Poly wrapped&Fittings Linear Foot 60 $75.50 $4,530.00 $70.00 $4,200.00 020 6"ductile iron watermain pipe,Cl. 52, Poly wrapped&Fittings Linear Foot 20 $118.50 $2,370.00 $155.00 $3,100.00 021 3/4"Water Service Connection Each 90 $750.00 $67,500.00 $500.00 $45,000.00 022 3/4"Water Service Connection(no existing meter) Each 3 $795.00 $2,385.00 $650.00 $1,950.00 023 Fire Hydrant Assembly Each 11 $2,920.00 $32,120.00 $2,800.00 $30,800.00 024 Connection to existing water main Each 12 $3,100.00 $37,200.00 $2,500.00 $30,000.00 025 16"butterfly valve assembly(No Vault) Each 9 $1,960.00 $17,640.00 $3,000.00 $27,000.00 026 12"gate valve assembly(no Vault) Each 5 $935.00 $4,675.00 $1,200.00 $6,000.00 027 8"gate valve assembly Each 5 $550.00 $2,750.00 $800.00 $4,000.00 028 6"gate valve assembly Each 1 $400.00 $400,00 $600.00 $600.00 029 2"air-vac assembly Each 1 $1,750.00 $1,750.00 $2,500.00 $2,500.00 030 Concrete for Thrust Blocking, Dead-Man Anchor Blocks Cubic Yard 15 $125.00 $1,875.00 $200.00 $3,000.00 031 Removal of Existing fire hydrants,valve boxes&other appurtenances Lump Sum 1 $2,000.00 $2,000.00 $3,000.00 $3,000.00 032 Removal and Replacement of Unsuitable Foundation Material Ton 500 $24.50 $12,250.00 $9.00 $4,500.00 033 Select Imported Trench Backfill Ton 10,000 $12.70 $127,000.00 $3.00 $30,000.00 034 Asphalt Patch Including Crus. Surf.Top Course Square Yd 8,767 $27.00 $236,709.00 $30.00 $263,010.00 035 Replace Pavement Markings and Traffic Buttons Lump Sum 1 $3,930.00 $3,930.00 $4,500.00 $4,500.00 Subtotal $1,383,836.40 Subtotal $1,469,961.00 Tax $119,009.93 Tax $126,416.65 Total $1,502,846.33 Total $1,596,377.65 8/8/2000 Bid Tab Ndyc Project Title: Aberdeen Ave.NE DPK Inc. Gary Merlino Const Co, Inc BID DATE:8/1/2000 2:30 PDT Utility Improvements Item Description Unit Est. Unit Bid Unit Bid No. Quantit Price Amount Price Amount 001 Mobilization&Demobilization Lump Sum 1 $82,000.00 $82,000.00 $64,000.00 $64,000.00 002 Shoring, Design Construction&Maintenance Lump Sum 1 $100.00 $100.00 $5,000.00 $5,000.00 003 Construction and As-built survey Lump Sum 1 $8,000.00 $8,000.00 $20,000.00 $20,000.00 004 Traffic Control Lump Sum 1 $80,000.00 $80,000.00 $20,000.00 $20,000.00 005 Temporary Erosion/Sedimentation Control Lump Sum 1 $13,000.00 $13,000.00 $2,000.00 $2,000.00 006 Landscape Restoration Lump Sum 1 $68,000.00 $68,000.00 $10,000.00 $10,000.00 007 Re-establish existing Monuments Each 1 $375.00 $375.00 $500.00 $500.00 008 TV Inspection of Sanitary Sewer Linear Foot 3,561 $1.00 $3,561.00 $2.00 $7,122.00 009 8"C900 PVC Sewer Pipe Linear Foot 3,561 $31.00 $110,391.00 $75.00 $267,075.00 010 6"C900 PVC Side Sewer Pipe Linear Foot 1,945 $38.00 $73,910.00 $75.00 $145,875.00 011 48"Sanitary Sewer Manhole Each 15 $4,040.00 $60,600.00 $3,500.00 $52,500.00 012 Connect New Sewer to Existing Manhole Each 3 $725.00 $2,175.00 $500.00 $1,500,00 013 18"CPEP Storm Pipe Linear Foot 1,420 $34.50 $48,990.00 $40.00 $56,800.00 014 12"CPEP Storm Pipe Linear Foot 1,737 $24.60 $42,730.20 $35.00 $60,795.00 015 48"Type-II CB Each 18 $3,000.00 $54,000.00 $2,000.00 $36,000.00 016 CB Type-1 Each 8 $1,320.00 $10,560.00 $1,200.00 $9,600.00 017 16"ductile iron watermain pipe Cl.52,Poly wrapped&Fittings Linear Foot 4,750 $68.00 $323,000.00 $70.00 $332,500.00 018 12"ductile iron watermain pipe, Cl. 52, Poly wrapped&Fittings Linear Foot 100 $70.00 $7,000.00 $60.00 $6,000.00 019 8"ductile iron watermain pipe,Cl. 52, Poly wrapped&Fittings Linear Foot 60 $50.00 $3,000.00 $60.00 $3,600.00 020 6"ductile iron watermain pipe,Cl. 52, Poly wrapped&Fittings Linear Foot 20 $51.00 $1,020.00 $60.00 $1,200.00 021 3/4"Water Service Connection Each 90 $800.00 $72,000.00 $1,250.00 $112,500.00 022 3/4"Water Service Connection(no existing meter) Each 3 $810.00 $2,430.00 $1,000.00 $3,000.00 023 Fire Hydrant Assembly Each 11 $4.075.00 $44,825.00 $3,000.00 $33,000.00 024 Connection to existing water main Each 12 $2,030.00 $24,360.00 $2,000.00 $24,000.00 025 16"butterfly valve assembly(No Vault) Each 9 $3,150.00 $28,350.00 $4,000.00 $36,000.00 026 12"gate valve assembly(no Vault) Each 5 $1,450,00 $7,250.00 $1,500.00 $7,500,00 027 8"gate valve assembly Each 5 $820.00 $4,100.00 $800.00 $4,000.00 028 6"gate valve assembly Each 1 $570.00 $570.00 $500.00 $500.00 029 2"air-vac assembly Each 1 $2,700.00 $2,700.00 $2,500.00 $2,500.00 030 Concrete for Thrust Blocking, Dead-Man Anchor Blocks Cubic Yard 15 $150.00 $2,250.00 $125.00 $1,875.00 031 Removal of Existing fire hydrants,valve boxes&other appurtenances Lump Sum 1 $5,300.00 $5,300.00 $5,000.00 $5,000.00 032 Removal and Replacement of Unsuitable Foundation Material Ton 500 $8.00 $4,000.00 $10.00 $5,000.00 033 Select Imported Trench Backfill Ton 10,000 $6.00 $60,000.00 $1.00 $10,000.00 034 Asphalt Patch Including Crus.Surf.Top Course Square Yd 8,767 $28.00 $245,476.00 $20.00 $175,340.00 035 Replace Pavement Markings and Traffic Buttons Lump Sum 1 $3,900.00 $3,900.00 $5,000.00 $5,000.00 Subtotal $1,499,923.20 Subtotal $1,527,282.00 Tax $128,993.40 Tax $131,346.25 Total $1,628,916.60 Total $1,658,628.25 8/8/2000 Bid Tab Page e Project Title: Aberdeen Ave.NE James W. Fowler Co. Tydico, Inc. BID DATE: 8/1/2000 2:30 PDT Utility Improvements Item Description Unit Est. Unit Bid Unit Bid No. Quantit Price Amount Price Amount 001 Mobilization&Demobilization Lump Sum 1 $292,600.00 $292,600.00 $150,000.00 $150,000.00 002 Shoring,Design Construction&Maintenance Lump Sum 1 $47,500.00 $47,500.00 $30,000.00 $30,000.00 003 Construction and As-built surrey Lump Sum 1 $21,000.00 $21,000.00 $30,000.00 $30,000.00 004 Traffic Control Lump Sum 1 $11,500.00 $11,500.00 $130,000.00 $130,000.00 005 Temporary Erosion/Sedimentation Control Lump Sum 1 $1,100.00 $1,100.00 $30,000.00 $30,000.00 006 Landscape Restoration Lump Sum 1 $27,400.00 $27,400.00 $75,000.00 $75,000.00 007 Re-establish existing Monuments Each 1 $210.00 $210.00 $1,000.00 $1,000.00 008 TV Inspection of Sanitary Sewer Linear Foot 3,561 $1.80 $6,409.80 $2.00 $7,122.00 009 8"C900 PVC Sewer Pipe Linear Foot 3,561 $53.00 $188,733.00 $48.00 $170,928.00 010 6"C900 PVC Side Sewer Pipe Linear Foot 1,945 $45.00 $87,525.00 $48.00 $93,360.00 011 48"Sanitary Sewer Manhole Each 15 $2,330.00 $34,950.00 $3,000.00 $45,000.00 012 Connect New Sewer to Existing Manhole Each 3 $670.00 $2,010.00 $600.00 $1,800.00 013 18"CPEP Storm Pipe Linear Foot 1,420 $38.00 $53,960.00 $31.00 $44,020.00 014 12"CPEP Storm Pipe Linear Foot 1,737 $34.00 $59,058.00 $28.00 $48,636.00 015 48"Type-II CB Each 18 $1,970.00 $35,460.00 $2,000.00 $36,000.00 016 CB Type-1 Each 8 $797.00 $6,376.00 $800.00 $6,400.00 017 16"ductile iron watermain pipe Cl. 52,Poly wrapped&Fittings Linear Foot 4,750 $45.00 $213,750.00 $55.00 $261,250.00 018 12"ductile iron watermain pipe,Cl.52, Poly wrapped&Fittings Linear Foot 100 $51.00 $5,100.00 $52.00 $5,200.00 019 8"ductile iron watermain pipe,Cl. 52, Poly wrapped&Fittings Linear Foot 60 $40.00 $2,400.00 $50.00 $3,000.00 020 6"ductile iron watermain pipe,Cl.52, Poly wrapped&Fittings Linear Foot 20 $60.00 $1,200.00 $44.00 $880.00 021 3/4"Water Service Connection Each 90 $574.00 $51,660.00 $900.00 $81,000.00 022 3/4"Water Service Connection(no existing meter) Each 3 $488.00 $1,464.00 $1,000.00 $3,000.00 023 Fire Hydrant Assembly Each 11 $3,130.00 $34,430.00 $3,600.00 $39,600.00 024 Connection to existing water main Each 12 $2,470.00 $29,640.00 $900.00 $10,800.00 025 16"butterfly valve assembly(No Vault) Each 9 $2,050.00 $18,450.00 $2,650.00 $23,850.00 026 12"gate valve assembly(no Vault) Each 5 $1,020.00 $5,100,00 $1,300.00 $6,500.00 027 8"gate valve assembly Each 5 $491.00 $2,455.00 $770.00 $3,850.00 028 6"gate valve assembly Each 1 $323.00 $323.00 $600.00 $600.00 029 2"air-vac assembly Each 1 $1,270.00 $1,270.00 $2,300.00 $2,300.00 030 Concrete for Thrust Blocking, Dead-Man Anchor Blocks Cubic Yard 15 $79.00 $1,185.00 $175.00 $2,625.00 031 Removal of Existing fire hydrants,valve boxes&other appurtenances Lump Sum 1 $2,670.00 $2,670.00 $30,000.00 $30,000.00 032 Removal and Replacement of Unsuitable Foundation Material Ton 500 $41.00 $20,500.00 $24.00 $12,000.00 033 Select Imported Trench Backfill Ton 10,000 $11.00 $110,000.00 $0.50 $5,000.00 034 Asphalt Patch Including Crus. Surf.Top Course Square Yd 8,767 $16.50 $144,655.50 $25.00 $219,175.00 035 Replace Pavement Markings and Traffic Buttons Lump Sum 1 $8,580.00 $8,580.00 $3,800.00 $3,800.00 Subtotal $1,530,624.30 $1,613,696.00 Tax $131,633.69 $138,777.86 Total $1,662,257.99 $1,752,473.86 8/8/2000 Bid Tab Page 1 'Project Title: Aberdeen Ave.NE C.A.Goodman Const Co. Laser Underground Utilities BID DATE: 8/1/2000 2:30 PDT Utility Improvements &Earthworks, Inc. Item Description Unit Est. Unit Bid Unit Bid No. Quantit Price Amount Price Amount 001 Mobilization&Demobilization Lump Sum 1 $100,000.00 $100,000.00 $180,000.00 $180,000.00 002 Shoring, Design Construction&Maintenance Lump Sum 1 $20,000.00 $20,000.00 $15,000.00 $15,000.00 003 Construction and As-built survey Lump Sum 1 $20,000.00 $20,000.00 $25,000.00 $25,000.00 004 Traffic Control Lump Sum 1 $40,000.00 $40,000.00 $75,000.00 $75,000.00 005 Temporary Erosion/Sedimentation Control Lump Sum 1 $12,000.00 $12,000.00 $20,000.00 $20,000.00 006 Landscape Restoration Lump Sum 1 $10,000.00 $10,000.00 $30,000.00 $30,000.00 007 Re-establish existing Monuments Each 1 $300.00 $300.00 $550.00 $550.00 008 TV Inspection of Sanitary Sewer Linear Foot 3,561 $2.00 $7,122.00 $1.00 $3,561.00 009 8"C900 PVC Sewer Pipe Linear Foot 3,561 $60.00 $213,660.00 $45.00 $160,245.00 010 6"C900 PVC Side Sewer Pipe Linear Foot 1,945 $50.00 $97,250.00 $40.00 $77,800.00 011 48"Sanitary Sewer Manhole Each 15 $3,000.00 $45,000.00 $3,200.00 $48,000.00 012 Connect New Sewer to Existing Manhole Each 3 $1,000,00 $3,000.00 $1,500.00 $4,500.00 013 18"CPEP Storm Pipe Linear Foot 1,420 $38.00 $53,960.00 $50.00 $71,000,00 014 12"CPEP Storm Pipe Linear Foot 1,737 $28.00 $48,636.00 $45.00 $78,165.00 015 48"Type-II CB Each 18 $3,000.00 $54,000.00 $2,700.00 $48,600.00 016 CB Type-1 Each 8 $1,000.00 $8,000.00 $1,000.00 $8,000.00 017 16"ductile iron watermain pipe Cl. 52,Poly wrapped&Fittings Linear Foot 4,750 $55.00 $261,250.00 $75.00 $356,250.00 018 12"ductile iron watermain pipe,Cl.52, Poly wrapped&Fittings Linear Foot 100 $100.00 $10,000.00 $80.00 $8,000.00 019 8"ductile iron watermain pipe,Cl.52, Poly wrapped&Fittings Linear Foot 60 $90.00 $5,400.00 $80.00 $4,800.00 020 6"ductile iron watermain pipe,Cl. 52, Poly wrapped&Fittings Linear Foot 20 $90.00 $1,800.00 $80.00 $1,600.00 021 3/4"Water Service Connection Each 90 $900.00 $81,000.00 $1,000.00 $90,000.00 022 3/4"Water Service Connection(no existing meter) Each 3 $950.00 $2,850.00 $800.00 $2,400.00 023 Fire Hydrant Assembly Each 11 $5,000.00 $55,000.00 $3,000.00 $33,000.00 024 Connection to existing water main Each 12 $3,000.00 $36,000.00 $2,200.00 $26,400.00 025 16"butterfly valve assembly(No Vault) Each 9 $5,000.00 $45,000.00 $3,200.00 $28,800.00 026 12"gate valve assembly(no Vault) Each 5 $1,500.00 $7,500.00 $1,500.00 $7,500.00 027 8"gate valve assembly Each 5 $1,100.00 $5,500.00 $950.00 $4,750.00 028 6"gate valve assembly Each 1 $1,000.00 $1,000.00 $800.00 $800.00 029 2"air-vac assembly Each 1 $2,000.00 $2,000.00 $2,300.00 $2,300.00 030 Concrete for Thrust Blocking, Dead-Man Anchor Blocks Cubic Yard 15 $150.00 $2,250.00 $400.00 $6,000.00 031 Removal of Existing fire hydrants,valve boxes&other appurtenances Lump Sum 1 $2,000.00 $2,000.00 $8,000.00 $8,000.00 032 Removal and Replacement of Unsuitable Foundation Material Ton 500 $20.00 $10,000.00 $25.00 $12,500.00 033 Select Imported Trench Backfill Ton 10,000 $14.00 $140,000.00 $12.00 $120,000.00 034 Asphalt Patch Including Crus.Surf.Top Course Square Yd 8,767 $25.00 $219.175.00 $20.00 $175,340.00 035 Replace Pavement Markings and Traffic Buttons Lump Sum 1 $4,000.00 $4,000.00 $4,000.00 $4,000.00 $1,624,653.00 $1,737,861.00 $139,720.16 $149,456.05 $1,764,373.16 $1,887,317.05 8/8/2000 Bid Tab Page 6 'Pro}ect Title: Aberdeen Ave.NE Average Bid Low Bid Compared BID DATE: 8/1/2000 2:30 PDT Utility Improvements to Engineers Estimate Item Description Unit Est. Unit Bid %of %of No. Quantit Price Amount Average Estimate 001 Mobilization&Demobilization Lump Sum 1 $99,252.69 $99,252.69 17.13% 14.17% 002 Shoring, Design Construction&Maintenance Lump Sum 1 $11,206.92 $11,206.92 8.92% 2.50% 003 Construction and As-built survey Lump Sum 1 $13,534.62 $13,534.62 7.39% 5.00% 004 Traffic Control Lump Sum 1 $34,995.38 $34,995.38 2.86% 5.00% 005 Temporary Erosion/Sedimentation Control Lump Sum 1 $7,721.15 $7,721.15 12.95% 10.00% 006 Landscape Restoration Lump Sum 1 $25,557.69 $25,557.69 3.91% 3.33% 007 Re-establish existing Monuments Each 1 $418.08 $418.08 59.80% 25.00% 008 TV Inspection of Sanitary Sewer Linear Foot 3,561 $1.23 $4,396.47 81.00% 66.67% 009 8"C900 PVC Sewer Pipe Linear Foot 3,561 $51.72 $184,185.88 69.60% 65.45% 010 6"C900 PVC Side Sewer Pipe Linear Foot 1,945 $41.68 $81,076.58 71.97% 66.67% 011 48"Sanitary Sewer Manhole Each 15 $2,834.23 $42,513.46 98.79% 112.00% 012 Connect New Sewer to Existing Manhole Each 3 $1,213.85 $3,641.54 82.38% 100.00% 013 18"CPEP Storm Pipe Linear Foot 1,420 $81.23 $115,342.23 25.85% 42.00% 014 12"CPEP Storm Pipe Linear Foot 1,737 $32.30 $56,098.42 55.73% 40.00% 015 48"Type-II CB Each 18 $2,191.15 $39,440.77 91.28% 100.00% 016 CB Type-1 Each 8 $858.62 $6,868.92 78.61% 67.50% 017 16"ductile iron watermain pipe Cl.52,Poly wrapped&Fittings Linear Foot 4,750 $57.55 $273,380.77 78.19% 75.00% 018 12"ductile iron watermain pipe,Cl.52,Poly wrapped&Fittings Linear Foot 100 $64.58 $6,458.46 46.45% 54.55% 019 8"ductile iron watermain pipe,Cl. 52, Poly wrapped&Fittings Linear Foot 60 $56.19 $3,371.54 44.49% 50.00% 020 6"ductile iron watermain pipe, Cl. 52, Poly wrapped&Fittings Linear Foot 20 $66.27 $1,325.38 30.18% 44.44% 021 3/4"Water Service Connection Each 90 $748.69 $67,382.31 106.85% 133.33% 022 3/4"Water Service Connection(no existing meter) Each 3 $736,38 $2,209.15 115.43% 141.67% 023 Fire Hydrant Assembly Each 11 $3,150.00 $34,650.00 95.24% 120.00% 024 Connection to existing water main Each 12 $1,965.38 $23,584.62 38.16% 50.00% 025 16"butterfly valve assembly(No Vault) Each 9 $3,285.38 $29,568.46 152.19% 250.00% 026 12"gate valve assembly(no Vault) Each 5 $1,103.46 $5,517.31 72.50% 66.67% 027 8"gate valve assembly Each 5 $657.38 $3,286.92 76.06% 100.00% 028 6"gate valve assembly Each 1 $502.15 $502.15 69.70% 87.50% 029 2"air-vac assembly Each 1 $1,896.15 $1,896.15 79.11% 100.00% 030 Concrete for Thrust Blocking, Dead-Man Anchor Blocks Cubic Yard 15 $152.23 $2,283.46 52.55% 53.33% 031 Removal of Existing fire hydrants,valve boxes&other appurtenances Lump Sum 1 $5,320.77 $5,320.77 18.79% 50.00% 032 Removal and Replacement of Unsuitable Foundation Material Ton 500 $15.77 $7,884.62 79.27% 83.33% 033 Select Imported Trench Backfill Ton 10,000 $6.18 $61,776.92 16.19% 6.67% 034 Asphalt Patch Including Crus.Surf.Top Course Square Yd 8,767 $21.60 $189,333.48 75.24% 81.25% 035 Replace Pavement Markings and Traffic Buttons Lump Sum 1 $4,295.00 $4,295.00 93.13% 40.00% Subtotal $1,450,278.28 62.97% 59.52% Tax $118,922.82 66.05% 59.52% Total $1,569,201.10 63.21% 59.52% 8/8/2000 FILE 10-23 -oo Robison Construction Inc. Aberdeen Ave.-Utility Improvements November December I January February March April May ID 0 Task Name Duration Start Finish 10/8 10/15 1022 1029 11/5 11/12 11/19 1126 1213 12/10 12/17 1224 12/31 117 1/14 121 128 2/4 2/11 2/18 225 314 3/11 3/18 325 4/1 4/8 4/15 4/2 429 5/6 5/13 520 1 ABERDEEN AVE.NE,CITY OF RENTON 162 days Mon 1019100 Tue 5/22/01 2 I 3 General 10 days Mon IW9/00 Fri 10/20/00 4 Mobilization 10 days Mon 10/9/00 Fri 1020100 5 6 Sewer System 53 days Tue 1130101 Thu 4/12101 7 ® 8"C900 PVC Sewer Pipe 15 days Tue 1/30/01 Mon 2/19101 8 ® 6"C900 PVC Side Sewer 23 days Tue 220/01 Thu 3/22/01 9 ® 48"Sanitary Sewer Manhole 8 days Fri 323/01 Tue 4/3101 i 10 Conned New Sewer to Existing Manhole 2 days Wed 4/4/01 Thu 4/5/01 11 ® TV Inspection of Sanitary Sewer 2 days Fri 4MMI Mon 4/9101 12 Asphalt Patch Including CSTC 3 days Tue 4/10/01 Thu 4/12/01 i ' I 13 1 14 Water System 72 days Mon 10/23/00 Tue 1130101 i 15 16"D.I.Watermain 20 days Mon 1023100 Fri 11/17/00 1 16 12'D.I.Watermain 2 days Mon 1120/00 Tue 1121/00 } 17 8"D.I.Watermain 1 day Wed 1122/00 Wed 1122/00 j i 18 6"D.I.Watermain 1 day Thu 1123100 Thu 1123100 i 19 3/4"Water Service Connection 20 days Fri 1124/00 Thu 1221/00 20 314"Water Service Connection(No Exist.Mete 1 day Fri 1222/00 Fri 1222/00 i 21 2"Air Vac Assembly 1 day Mon 12/25/00 Mon 1225100 22 Conned to Existing Watermain 6 days Tue 1226/00 Tue 12/01 f 23 Fire Hydrant Assembly 4 days Wed 1/3/01 Mon 1/8M1 24 16"Butterfly Valve Assembly(No Vault) 7 days Tue 1/9/01 Wed 1/17/01 25 12"Gate Valve Assembly(No Vault) 2 days Thu 1/18/01 Fri 1/19/01 26 8"Gate Valve Assembly 2 days Mon 122/01 Tue 123/01 27 6"Gate Valve Assembly 1 day Wed 124/01 Wed 124/01 28 Concrete-Thrust Block&Dead-Man Anchors 2 days Thu 125/01 Fri 126/Ol i 29 Removal-Existing Fire Hydrants Valve Boxes 1 day Mon 129/01 Mon 129/01 30 Asphalt Patch Including CSTC 1 day Tue 1/30/01 Tue 1/30/01 31 I S 32 Stonn System 27 days Fri 416/01 Mon 5114101 33 18"Storm 8 days Fri 4/6101 Tue 4/17/01 34 12'Stone 10 days Wed 4/18101 Tue 5/1/01 35 48'Type 2 CB 4 days Wed 52/01 Mon 5f7/01 36 CB Type 1 2 days Tue 518/01 Wed 519/01 37 Asphalt Patch Including CSTC 3 days Thu 5/10/01 Mon 5114/01 38 39 Roadway 6 days Tue 5115/01 Tue 5122/01 40 Re-Establish Existing Monuments 1 day Tue 5/15/01 Tue 5/15/01 41 Replace Pavement Markings&Traffic Buttons 2 days Wed 5/16/01 Thu 5/17/01 42 Landscape Restoration 3 days Fri 5/18/01 Tue 522/01 Project:P ectl Task Progress Summary ^ Rolled Up Split Rolled Up Progress Project Summary roj Date:Thu 10/12/00 Split Milestone . Rolled Up Task ® Rolled Up Milestone O External Tasks Page 1 From: Daniel Carey To: Ronald Straka Date: 5/3/01 11:29AM Subject: Re: Aberdeen Ave- Pay Est#6 Ron, Storm Portion of Contact = $177,587.10 Storm paid thru Pay Est#6 = $151,806.76 Looks like there are some minor differences in pipe lengths installed vs planned. There are some increases in asphalt quantities for driveway work. There will probably be increases in asphalt quantities for the final restoration. The final costs will probably exceed the contact cost by a small percentage due to minor increases in quantities. Street Maintenance decided to pay the contractor for their half of the street work and have the contractor pave the entire street rather than including it in the City Overlay Program. I'd expect that more asphalt may be used overall than originally estimated. Some of the bid items are split costs (WW-34%, SWU-33%, W-33%) that are calculated by hand. If you're concerned, or want a estimated total cost, we could ask John for a more detailed breakdown of shared bid items and develop a estimated final payment. Daniel >>> Ronald Straka 05/03/01 08:52AM >>> Please give me a status report as to the amount we have actually paid the contractor for the storm work vs the awarded contract amount. If the actual exceeds the awarded contract amount, please explain why there is an increase. >>> Daniel Carey 05/02/01 04:12PM >>> Here are the totals. Contractor has a bond for retainage. #06 5/02/01 46,837.58 #05 3/31/01 64,333.24 #04 2/27/01 36,138.28 #03 1/30/01 107.51 #02 1/03/01 2,419.06 #01 11/28/00 1,971.09 CC: David Christensen; John Hobson lcaG 8 �io-o0 CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM DATE: August 10, 2000 TO: Marilyn Petersen FROM: John Hobson 9W SUBJECT: Bids for Aberdeen Avenue NE Utility Improvement Project CAG-00-110 The bids for the above-referenced project have been reviewed by the Wastewater, Surface Water, and Water Utilities. There is an irregularity in Frank Collucio Construction Co.'s bid. However, they were the fifth highest and the error change their position to the thirteenth highest bid out of the thirteen bids received. The low bidder, Robison Construction, Inc., has submitted a bid of$991,851.13 for the project. The average bid for the project was $1,569,201.10. The Engineers estimate was $1,666,550.00. The project is being funded jointly by the Wastewater, Surface Water and Water Utilities. Each of the Utilities has sufficient funds within their Capital Improvement Budgets for the project. The Wastewater, Surface Water and Water Utilities recommend that the construction contract be awarded to Robison Construction, Inc. Please forward this matter to the City Council, with our recommendation for approval. If you have any questions, please call me at X-7279. H:DOCS:98 417:JDH CC: Dan Carey Ron Straka Abdoul Gafour , .... arnef Carey-W erdeen ve .q. FlL From: Linda Ferkingstad -i'.-00 To: John Hobson Date: 10/11/00 9:43AM Subject: Aberdeen Ave P.O. When you do your pay estimates: For Surface Water, the correct work order number should be 65401 (there is no 65045). The function number for all accounts for construction should be 5354 rather than 5140. CC: Daniel Carey Daniel Carey Re: Condition of Storm System -Aberdeen Ave Page 1 l_ From: John Thompson 3 -3D-OJ To: Carey, Daniel; Shaffer, Ronald Date: 3/30/00 9:18AM Subject: Re: Condition of Storm System -Aberdeen Ave Dan, The storm system along Aberdeen Ave. north of NE 12th should be replaced entirely. The system has been pieced together and the structures are mostly old brick that were constructed by various different maintenance projects to take care of specific small drainage problems. It would be best to replace this pieced together system all the way to the outfall point on NE 12th and Lincoln PI NE. and to run a HDPE line over the hill to connect to a storm system at the bottom, similar to what we have done in the past on Renton Hill and are designing for Sunnydale. If you have any question feel free to call me or E-me. Thanks for the opportunity to comment. j.t. CC: Straka, Ronald ................................................................................................................................... ............................... 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N tiaantlty'. urn Ex neS riptton U frice t Price; CAG Ofl 7!1� Aberceni Av NE Sewer Portion 319 , 099 .0 CAG 00-110 Aberdeen Av NE Water Portion 122, 159 .29 CAG 00-1»10 A #tdeen Av NE Surf Wtr Replc 173, 194 .9 �st . -3 i-p/ . i. s •6'X�• 59G 0.oo * '... 0S/ `lz l•:DOQ 5-ay.- /.. ; s�GD• D03S! G 5 055/?0,,. 53/7QfS3S�f 3 / 13'v. 10 .7 13 42-� 000L100.0(8 S 60. 06 6C o y5o6o ( ys3 5/sass{ 1.28,���• - fl r �'ao• of8• SIG6 0��� GS�•£�551�p " ( SS/7a S3 133 LP , K�(• QOG �GQ• Dl�• S��D.0038,6�'•p�S�oo ( 65Yo1�53s� 36, 13�28_: H�I•oov�foD �r�, �54(90 oo3S.�S.045600 � yS3�fS S3�y a r,ovaSC50. 0/8.s 9 Q v34 6 S •05 /74 ( 551?as3, +� . po0600.0/8 .596�• 0o 3F. 6� 06Sgoo ( 6 `S3 6 U, 333. �� t. ancr a4 0'1S G 0_o43S 6S.>.AY5"000 � fS3 S� zf G 0.1Gg.6�' � 604Q�o.ai8- 5 9G o• oD-3 t��Q�S /�o�5`/t�o�f�.� 9�' ya. 06fl o 0(k t q6 o. Q039 o00 00 (as�a.o71 ' 37 3�7 �o� a14� o76 .sgSD•o03o 67 3 ago ���� o . ►� SUBTOTAL 614,455.28 BILL To:Ci ty of Renton TAX .00 1055 S GRADY WAY FREIGHT 00 RENTON, WA 98055-3232 TOTAL 614,455.28 Account Number Work`Ordgr F'**0 n AturtrbOr Amount ... 421 . 000400 . 018. 5960 . 0035. 65. 045000 45345/5354 319 , 099. 02 421 . 000500 . 018. 5960 . 0034. 65. 055170 55170/5354 122, 159.29 421 . 000600 . 018. 5960 . 0038. 65. 065400 65401/5354 173, 196.96 ORIGINAL/FILE COPY Authorized Signature PINK WHITE Authorized Signature City Printed On: 5/2/2001 of Renton Public Works Department Page 3 Contract Number CAG-00-110 Project: Aberdeen Ave NE Utility Improvements g Closing Date: 4/30/2001 Contractor.Robison Construction Inc. Pay Estimate 9 PAYMENT SPLIT Item Description Unit Est. Unit This This Wastewater Water Surface Water Total Quantity Price Quantity Amount Amount Amount Amount Amount No. 054. C.O.#3-Cl"B"Asphalt Paving(2'depth) Square Yd 1723 $4.07 1723.00 $7,012.61 $2,384.29 $2,314.16 $2,314.16 $7,012.61 $186,857.34 $69,210.80 $61,423.27 $56,223.27 $186,857.34 Subtotal Schedule A Tax 8.8% $16,443.45 Total $203,300.78 $.$% Sales Tax $6,090.55 $5,405.25 $4,947.65 $16,443.45 TT Total $75,301.35 $66,828.52 $61,170.92 $203,300.78 —{Io�-b 203r3od 7T2AN(5�� �Yiot/ /S P,4YI .I�, ¢3�oov -71ow.tI?-b p4 v1�v . TH;5 Ea��� ',,r yZ of Te ova uy k/AS o�c;i�.ltct/ 6STiMATF� TG ¢30¢% .2S S.S�/v T X 34- 77,"1 ¢ ¢53 1.Z� 4z4S. 3 37$0.33 4-3�dC�o,o0 �o0 910$. 52�45�/8 410,03`7,5c5 557---4— ¢4-3.40 J/ 20.3 3 oa,