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Home My WebLink About2002 Interceptor Sewer SpreadsheetTOWN OF ITHACA 215 NOgTH TIOGA STREET, ITHACA, N.Y. 14850 www.town.ithaca.ny.us TOWN CLERK 273-1721 HIGHWAY (Roads. Parks, Trails. Water & Sewer) 273-1656 ENGINEERING 273-1747 PLANNING 273-1747 ZONING 273-1783 FAX (607) 273-1704 or (607) 273-5854 ENGINEERING MEMORANDUM TO: Dan Cogan DATE: April 29, 2002 FROM: Dan Walker SUBJECT: Interceptor sewer spreadsheet Attached are 5 copies of the Interceptor Sewer spread sheet that I have updated per our discussion on Thursday. Call if you have questions. 273 1747 or email Dwalker(a)town.ithaca.nv.us. 8^® -2^0, 7^^ INTERCEPTOR PROJECTS TO BE COST-SHARED (COMPLETED 1095-1999) 1 Route 96 Betterment (Fulton St. 30") $487,549.91 2 Route 96 Betterment (New Bridge 18") $101,209.61 3 Fulton St 30" - work with Route 96 Contractor $867.54 4 Cascadilla - MH future tie to lAWWTP $8,865.94 5 Fulton St. - Cascadilla to Court (307plpe bridge) $105,634.95 6 Siphon/New Bridge to Old Taughannock (24") $68,850.03 7 Cascadilla TIe-ln (30" to N.DOT Row) $1,874.35 8 Taughannock Island Booster Station 1996 ' $19,034.57 9 Taughannock Island Booster Station 97/98 $5,732.09 10 Taughannock Island Booster station 99 $67,715.16 11 Cascadilla-lAWWTP (30") $11,617.32 12 Fall Creek Interceptor (36")-Jett Industries $717,016.45 13 Fall Creek Interceptor (36")-DOT Drainage Repair $16,522.97 14 Cascadilla to lAWWTP (36") $625,221.70 15 Ithaca High School North (24" to 36") $260,216.29 16 Ithaca High School South (24") $180,084.07 17 Fall Street Interceptor (24") 1998 $188,030.07 18 Fall Street Interceptor (24") 1999 $97,751.78 19 Lake Street Interceptor (24") 1998 $86,331.40 20 Buffalo Street Pump Station $217,356.56 21 Giles Street (bypass for Slatarville) $91.400.87 Total To Be Shared $3,358,903.63 ''^r n TOWN OF ITHACA D. WALKER INTERCEPTOR SEWER COST ANALYSIS WORKSHEET PAGE 1 2/4/02 1. PROJECT NAME DATE STARTED DATE COMPLETE DESCRIPTION PROJECT COST Rte 96 Betterment (Fulton Street 30" Sewer) January-95 1996 Installation of 2,340+/-LF new 30" PVC sanitary sewer on Fulton Street from Meadow Street (@ Clinton) to Cascadilla Street Project completed as part of DOT rte 96 Improvements DOT Constructlori cost estimate Local Betterment Cost $434,490.00 $434,490.00 DISPOSITION NOTE Documentation from City consists of utility work agreement which shows that the City was required to deposit $434,490 with the State DOT. No docurfientation presented for the project final cost and close out. City added charge of 12.212 % overhead costs for administration which is already being paid by town as part of SJS operational overhead. Not included in Bond Act Application BOND ACT FUND Not included in Bond Act Application TOWN COST 40% of local betterment cost $173,796.00 n $173,796.00 TOWN OF ITHACA D. WALKER INTERCEPTOR SEWER COST ANALYSIS WORKSHEET PAGE 2 2/4/02 2. PROJECT NAME DATE STARTED Rte 96 Betterment (New Buffalo Street bridge 18" Sewer) January-95 DATE COMPLETE 1996 DESCRIPTION PROJECT COST Installation of new 18" insulated DIP sanitary sewer on new Buffalo Street bridge Project completed as part of DOT rte 96 improvements DOT Construction cost estimate Local Betterment cost $90,195.00 $20,425.00 DISPOSITION NOTE Documentation from City consists of utility work agreement which shows that the City was required to deposit $20,245 with the State DOT. No documentation presented for the project final cost and close out. City added charge of 12.212 % overhead costs for administration which is already being paid by town as part of SJS operational overhead. BOND ACT FUND Not included in Bond Act Application TOWN COST 40% of local betterment cost $8,170.00 $8,170.00 s TOWN OF ITHACA INTERCEPTOR SEWER COST ANALYSIS WORKSHEET PAGE 3 2/4/02 D. WALKER 3. PROJECT NAME Fulton St. 30" - Work with tie 96 Contractor DATE STARTED February-95 DATE COMPLETE August-95 DESCRIPTION Work for State Contractor - out of Scope PROJECT COST City Cost worksheet $773.21 DISPOSITION NOTE Not a reasonable cost to be charged to Town as capital charge. I believe this is within normal operation and maintenance cost for interceptor sewer which is paid for by Town as part of annual budget BOND ACT FUND Not included in Bond Act Application 0 TOWN COST $0.00 $0.00 v..-' TOWN OF ITHACA INTERCEPTOR SEWER COST ANALYSIS WORKSHEET PAGE 4 2/4/02 D. WALKER 4. PROJECT NAME Cascadilla - MH future tie to lAWWTP DATE STARTED June-96 DATE COMPLETE July-96 DESCRIPTION Tie 8" existing sewer main to new 30" Sewer main in 700 Block of Cascadilla Street. Work by City forces and contract excavator PROJECT COST City cost sheet $7,919.73 DISPOSITION NOTE Connection of existing 8" sewer to 30" transmission sewer. Serves West hill until new interceptor across old inlet at court street is installed Is this permanent improvement or temp maintenance? No construction plans or record drawings provided City added charge of 12.212 % overhead costs for administration which is already being paid by town as part of SJS operational overhead. BOND ACT FUND Not included in Bond Act Application 0 TOWN COST 40% of Project Cost $3,167.89 $3,167.89 I TOWN OF ITHACA D. WALKER INTERCEPTOR SEWER COST ANALYSIS WORKSHEET PAGE 5 2/4/02 5. PROJECT NAME DATE STARTED DATE COMPLETE DESCRIPTION Cascadilla to 700 West Court ST. 30" Sewer Approximately 715 LF of 30" PVC sanitary sewer between manhole NSM13 at Court St.and an existing manhole CA1 at Cascadilla St. Installed by City forces and contract Excavator. t PROJECT COST City Cost Sheets DISPOSITION NOTE Section of Rte 96/rte 13 trunk sewer Shown on State DOT plans for Rte 96 improvement project City added charge of 12.212 % overhead costs for administration which is already being paid by town as part of SJS operational overhead. BOND ACT FUND Not included in Bond Act Application TOWN COST 40% of Project Cost $94,148.24 $37,659.30 $37,659.30 TOWN OF ITHACA INTERCEPTOR SEWER COST ANALYSIS WORKSHEET PAGE 6 2/4/02 D. WALKER 6. PROJECT NAME Taughannock Blvd. 24" Sewer Main Relocation DATE STARTED 1995 DATE COMPLETE 1995 DESCRIPTION Approximately 725 LF of 24" PVC sanitary sewer between the Buffalo Street Siphon under the Flood Control Channel and the Siphon under the Old Inlet at Court St. PROJECT COST City Cost Sheets $61,363.67 DISPOSITION NOTE Link between the new 18" pipe on Buffalo St Bridge Drawn on State DOT plans for Rte 96 improvement project City added charge of 12.212 % overhead costs for administration which is already being paid by town as part of SJS operational overhead. BOND ACT FUND Not Included in Bond Act Application 0 TOWN COST 40% of Project Cost $24,545.47 $24,545.47 TOWN OF ITHACA INTERCEPTOR SEWER COST ANALYSIS WORKSHEET PAGE 7 2/4/02 D. WALKER 7. PROJECT NAME Cascadilla to 700 West Court, 30" Sewer Main DATE STARTED 1996 DATE COMPLETE 1996 DESCRIPTION No description of this part of project. Only materials were crushed stone so work must have been an excavation for making a repair or connection PROJECT COST City Cost Sheets $1,670,54 DISPOSITION NOTE Appears to be a connection point for interceptors No plans provided City added charge of 12.212 % overhead costs for administration which is already being paid by town as part of SJS operational overhead. BOND ACT FUND Not included in Bond Act Application 0 TOWN COST 40% of Project Cost $668.22 $668.22 TOWN OF ITHACA INTERCEPTOR SEWER COST ANALYSIS WORKSHEET PAGE 8 2/4/02 D. WALKER 8. PROJECT NAME Taughannock Blvd. Pump Station DATE STARTED 1996 DATE COMPLETE 1996 DESCRIPTION No description of this part of project. Appears from Interceptor sewer map to be pump station by Park Road PROJECT COST City Cost Sheets $16,964.85 DISPOSITION NOTE Provides service to properties on Park Road Apparently handles overflow loads which should be eliminated with construction of new Interceptors No plans provided City added charge of 12.212 % overhead costs for administration which is already being paid by town as part of SJS operational overhead. BOND ACT FUND Not included in Bond Act Application 0 TOWN COST Local collector sewer service not Interceptor. $0.00 $0.00 f ^ j TOWN OF ITHACA INTERCEPTOR SEWER COST ANALYSIS WORKSHEET PAGE 9 2/4/02 D. WALKER 9. PROJECT NAME Taughannock Blvd. Pump Station DATE STARTED 1997 DATE COMPLETE 1997 DESCRIPTION No description of this part of project. Appears from Interceptor sewer map to be pump station by Park Road or possibly on inlet island PROJECT COST City Cost Sheets $16,964.85 DISPOSITION NOTE Provides local service to properties on Park Road or Inlet island Apparently handles overflow loads which should be eliminated with construction of new interceptors No plans provided City added charge of 12.212 % overhead costs for administration which is already being paid by town as part of SJS operational overhead. BOND ACT FUND Not included in Bond Act Application 0 TOWN COST Local collector sewer service not Interceptor. $0.00 $0.00 TOWN OF ITHACA INTERCEPTOR SEWER COST ANALYSIS WORKSHEET PAGE 10 2/4/02 D. WALKER 10. PROJECT NAME Inlet Island Pump Station DATE STARTED 1999 DATE COMPLETE 1999 DESCRIPTION No description of this part of project. Appears from Interceptor sewer map to be pump station on inlet island PROJECT COST City Cost Sheets $60,352.19 DISPOSITION NOTE Provides local service to properties on inlet island Apparently handles overflow loads which should be.eliminated with construction of new interceptors City added charge of 12.212 % overhead costs for administration which is already being paid by town as part of SJS operational overhead. BOND ACT FUND Not included in Bond Act Application 0 TOWN COST Local collector sewer service not Interceptor. $0.00 $0.00 TOWN OF ITHACA INTERCEPTOR SEWER COST ANALYSIS WORKSHEET ^ PAGE 11 2/4/02 D. WALKER 11. PROJECT NAME Cascadilla to 700 West Court, 30" Sewer Main DATE STARTED 1997 DATE COMPLETE 1997 DESCRIPTION No description of this part of project. Appears to be cost of placing 80 Lineal Feet of Ductile Iron Pipe and valves. Could be relocation of water main PROJECT COST City Cost Sheets $10,354.12 DISPOSITION NOTE Cannot determine what this work was or what purpose it served May have been relocation of waterline No plans provided City added charge of 12.212 % overhead costs for administration which is already being paid by town as part of SJS operational overhead. BOND ACT FUND has been submitted for reimbursement • 0 TOWN COST No payment until project clarified $0.00 $0.00 TOWN OF ITHACA D. WALKER INTERCEPTOR SEWER COST ANALYSIS WORKSHEET PAGE 12" 2/4/02 12. PROJECT NAME DATE STARTED DATE COMPLETE DESCRIPTION Fall Creek Intercepter sewer 1996 1997 Construction of 36" interceptor sewer from First Street to Fall Creek. PROJECT COST City Cost Sheet totai $639,052.09 . Jett Industries Contract $528,798.54 City Labor -1996 $1,962.09 City Labor -1997 $1,304.73 City Equipment -1996 $2,538.00 Equipment Contract -1996 $2,480.00 Materials purchased by city $101,968.73 DISPOSITION NOTE >• No plans provided City added charge of 12.212 % overhead costs for administration which is already being paid by town as part of SJS operational overhead. BOND ACT FUND has been submitted for reimbursement LOCAL COST TOWN COST 40% of Local Cost $ 496,296.53 $ 142,755.56 $ 57,102.22 $ 57,102.22 TOWN OF ITHACA D. WALKER INTERCEPTOR SEWER COST ANALYSIS WORKSHEET PAGE 13 2/4/02 13. PROJECT NAME Fail Creek Intercepter sewer - Drainage in Rte 13 ROW DATE STARTED 1999 DATE COMPLETE 1999 DESCRIPTION Drainage improvements constructed for DOT to Allow construction of Sanitary Sewer interceptor sewer PROJECT COST City Cost 50% of subtotal $ 16,522.98 Subtotal of Costs DISPOSITION NOTE No plans provided $ 33,045.95 City Labor-1999 $ 16,292.71 City Equipment - 1999 $ 10,420.65 Consultant Contract $ 540.00 Materials purchased by city $ 5,792.59 BOND ACT FUND LOCAL COST TOWN COST 40% of Local Cost $ 16,522.98 $ 6,609.19 $ 6,609.19 TOWN OF ITHACA D. WALKER INTERCEPTOR SEWER COST ANALYSIS WORKSHEET PAGE 14 2/4/02 14. PROJECTNAWIE Interceptor Sewer from Cascadillato Plant DATE STARTED Jan-97 DATE COWIPLETE Aug-98 DESCRIPTION Construction of approximately 2400 If 36" PVC sewer from Cascadilla St. to the lAWWTF. Connection to Rte 96 sewer installation PROJECT COST Subtotal 1997 $556,105.35 $370,186.64 Equipment Contract -1997 $37,760.00 City Labor -1997 $52,199.85 City Equipment -1997 $89,451.53 Materials -1997 $190,775.26 Subtotal 1998 $185,918.71 Equipment Contract -1998 $22,240.00 City Labor -1998 $46,309.21 City Equipment -1998 $58,644.68 Materials -1998 $58,724.82 DISPOSITION NOTE No plans provided City added charge of 12.212 % overhead costs for administration which is already being paid by town as part of SJS operational overhead. BOND ACT FUND LOCAL COST TOWN COST 40% of Local Cost $ 430,871.18 $ 125,234.17 $ 50,093.67 $ 50,093.67 TOWN OF ITHACA D. WALKER INTERCEPTOR SEWER COST ANALYSIS WORKSHEET PAGE 15 2/4/02 15. PROJECT NAME DATE STARTED DATE COMPLETE Ithaca High School - North side 24" & 36"Sewer Mar-98 Dec-98 DESCRIPTION Construction of approximately 680 If 24" PVC, 65lf 30" PVC & 200 If 36" sewer on the North Side of the High School PROJECT COST $ 231,921.83 Equipment Contract - 1998 $ 30,540.00 City Labor-1998 $ 52,313.64 City Equipment - 1998 $ 87,762.85 Materials -1998 $ 61,305.34 DISPOSITION NOTE Pipe materials may have been purchased previously but charged to this project. Ref materials listing 65' 36" PVC pipe @ $42 (first leg Jett leftover) and 152' 36" PVC pipe @ $36 (first leg Jett leftover). Why 2 proces for same size pipe. No plans provided City added charge of 12.212 % overhead costs for administration which is already being paid by town as part of SJS operational overhead. BOND ACT FUND LOCAL COST TOWN COST 40% of Local Cost $ 176,056.58 $ 55,865.25 $ 22,346.10 $ 22,346.10 TOWN OF ITHACA INTERCEPTOR SEWER COST ANALYSIS WORKSHEET PAGE 16 2/4/02 D. WALKER 16. PROJECT NAME Ithaca High School - South side 24" Sewer DATE STARTED IVIay-98 DATE COMPLETE Dec-98 DESCRIPTION Construction of approximately 1500 If 24" PVC, sewer on the South side of the High School PROJECT COST $ 160,502.74 Equipment Contract- 1998 $ 18,320.00 City Labor- 1998 $ 35,148.42 City Equipment- 1998 $ 52,655.85 Materials- 1998 $ 54,378.47 DISPOSITION NOTE No plans provided City added charge of 12.212 % overhead costs for administration which is already being paid by town as part of SJS operational overhead. BOND ACT FUND $ 121,840.89 LOCAL COST $ 38,661.85 TOWN COST 40% of Local Cost $ 15,464.74 $ 15,464.74 TOWN OF ITHACA INTERCEPTOR SEWER COST ANALYSIS WORKSHEET PAGE 17 2/4/02 D. WALKER 17. PROJECT NAME Fall Street 24" Interceptor Sewer DATE STARTED Aug-98 DATE COMPLETE Dec-98 DESCRIPTION Construction of approximately 1200 If 24" PVC interceptor sewer on Fall Street PROJECT COST $ 167,584.73 Equipment Contract -1998 $ 19,920.00 City Labor- 1998 $ 38,191.90 City Equipment - 1998 $ 60,552.25 Materials-1998 $ 48,920.58 DISPOSITION NOTE No plans provided City added charge of 12.212 % overhead costs for administration which is already being paid by town as part of SJS operational overhead. BOND ACT FUND $ 141,022.55 LOCAL COST $ 26,562.18 TOWN COST 40% of Local Cost $ 10,624.87 $ 10,624.87 TOWN OF ITHACA INTERCEPTOR SEWER COST ANALYSIS WORKSHEET PAGE 18 2/4/02 D. WALKER 18. PROJECT NAME East Fall Street 24" Interceptor Sewer DATE STARTED Mar-99 DATE COMPLETE Nov-99 DESCRIPTION Construction of approxirhately 1400 if 24" PN/C interceptor sewer on east end, 200-300 block, Fall Street PROJECT COST $86,561.05 Equipment Contract •■1999 $13,320.00 City Labor •■1999 $24,820.61 City Equipment •■ 1999 $36,050.45 Materials -■1999 $11,640.26 Consultant ■■ 1999 $729.73 DISPOSITION NOTE No plans provided City added charge of 12.212 % overhead Costs for administration which is already being paid by town as part of SJS operational overhead. BOND ACT FUND $ 73,313.84 LOCAL COST $ 13,247.21 TOWN COST 40% of Local Cost $ 5.298.88 $ 5,298.88 TOWN OF ITHACA INTERCEPTOR SEWER COST ANALYSIS WORKSHEET PAGE 19 2/4/02 D. WALKER 19. PROJECT NAME Lake Street - Gun Shop Hill 24" Interceptor Sewer DATE STARTED Sep-98 DATE COMPLETE Dec-99 DESCRIPTION Construction of approximately 840 If 24" PVC interceptor sewer on Lake Street from Fall Street south. PROJECT COST $76,944.21 Equipment Contract •■1999 $12,780.00 City Labor •■1999 $10,264.66 • City Equipment ■■1999 $17,330.60 Materials ■• 1999 $36,568.95 DISPOSITION NOTE No plans provided City added charge of 12.212 % overhead costs for administration which is already being paid by town as part of SJS operational overhead. BOND ACT FUND $ 58,409.91 LOCAL COST $ 18,534.30 TOWN COST 40% of Local Cost $ 7,413.72 $ 7,413.72 TOWN OF ITHACA D. WALKER INTERCEPTOR SEWER COST ANALYSIS WORKSHEET PAGE 20 2/4/02 20. PROJECT NAME DATE STARTED DATE COMPLETE DESCRIPTION Buffalo Street Sewer Pump Station Dec-96 Feb-00 Reconstruction and upgrade of Buffalo Street Pump Station. Pump station is Low Point In Sity Collection System and provides boost to push wet weather high flows to lAWWTF. Provides relief point for surcharged system. PROJECT COST $ 193,722.42 Contractural $ City Labor $ City Equipment $ Contract Labor $ 166,220.21 7,936.56 2,851.20 16,714.45 DISPOSITION NOTE Pump station will not be required for transmission of sewage when all interceptor work is completed. Maintenance of this Pump Station is included in O&M for city sewer system. No plans provided City added charge of 12.212 % overhead costs for administration which is already being paid by town as part of SJS operational overhead. BOND ACT FUND LOCAL COST TOWN COST Not part of Joint Interceptors $ 133,253.07 $ 60,469.35 $ - $ TOWN OF ITHACA D. WALKER INTERCEPTOR SEWER COST ANALYSIS WORKSHEET PAGE 21 2/4/02 21. PROJECT NAME DATE STARTED DATE COMPLETE DESCRIPTION Giles Street Sewer Pump Station Jan-97 Jan-OO Reconstruction and upgrade of Giles Street Pump Station. PROJECT COST $ 81,461.89 Contractural $ 47,730.90 City Labor $ 16,256.59 City Equipment $ 7,946.40 Contract Labor $ 4,848.00 Equipment Contract $ 4,680.00 DISPOSITION NOTE Pump station will not be required for transmission of sewage when all Interceptor work Is completed. Maintenance of this Pump Station Is Included In O&M for city sewer system. No plans provided City added charge of 12.212 % overhead costs for administration which Is already being paid by town as part of SJS operational overhead. BOND ACT FUND LOCAL COST TOWN COST $ 54,662.68 $ 26,799.21 Not part of Joint Interceptors TOWN OF ITHACA INTERCEPTOR SEWER COST ANALYSIS WORKSHEET PAGE 22 2/4/02 D. WALKER TOTAL ESTIMATED TOWN SHARE $ 422,960.27 ^'434^ 49o\ /. ?/ .?'HC 140 REF. #22 NEW YORK STATE DEPARTMEHT OF TRANSPORTATION UTILITY WORK AGREEMENT Since the construction, reconstruction, or maintenance of the ' transportation project described below and further identified as Capital Project Identification No. 3047-04. F-A- #315-33D-000S-539. Countv of TOTOPktns, Project Description: Route 96 imDrovements in the City of Ithaca, necessitates the adjustment of utility facilities as hereinafter described, the owner, City of Ithaca, of said facilities herewith agrees with the State of New York acting through the Commissioner of Transportation that this agreement shall apply to the accommodation of these utility facilities- Any adjustment of said facilities will be accomplished under the terms of this'agreement, in accordance with the Rules and Regulations Governing the Accommodation of Utilities within the State Highway Right-of-Way, in compliance with the attached Special Notes and in accordance with the contract plans, specifications, proposal, amendment(s) or change orderCs). I. Existing Facilities (describe type, size, capacity, location, etc.): Sanitary sewer system -aldna Fulton Street between Meadow and Court Streets presently located on State, County, Town, Village, Private, right-of-way as shown on the plans for the proposed transportation project are to be adjusted as follows: (describe type, size, capacity, location, etc.): Install 2.340 +/- L-F- of 30" dia- sanitarv sewer interceptor along Fulton St. from manhole No- NSHl at Meadow St- to NSW J-3 at Cascadilla St. fas shown in the amended contract plans) as a "Betterment", thereby eliminating the needjg=rre3j0g^e 391 +/- L.F. of 6" dia, sanitarv sewer and 680 of^^^dia- sanitary,sewer fcredit) for an estimate] II- Financial Responsibility: ^ ^ The facilities t^be adjusted under the terms of this agreement are subject to Section (52) (102) of the State Highway Law, and the cost of this adjustment is the sole responsibility of the owner- [ ] B. State POT ^Municipally Owned) Subdivision 24 of Section 10 of the State Highway Law enables the Commissioner of Transportation to provide at the expense of the State, for adjustment to a municipally owned utility when such work is"necessary as a result of State highway work. -1- i [ ] C, state DOT Mnterstate Pro-iects^ Subdiyi|?ion 24-b of Section ^0 of ;the State Highway Law enablefi^jthe ComTnisslbneripf/transportation to participate in the'fnecessary lexpenses. incurredjifor adjustment of privately, publicly or doope'rafclvely owned facilities, municipal utility facilities/'.br (facilities of a . corporation organized pursuant to the State Transportation Corporations Law. [ ] D. Hunicipalitv (Betterment under State's Contract) Subdivision 27 of Section 10 of the State Highway Law enables the Commissioner of Transportation, upon the request of a municipality, to perform for and at the expense of such municipality specified work to be included within a State-let contract. [X] E. Utility Co. (Betterment under* State's Contract) Subdivision 33 of Section 10 of the State Highway Law enables the Commissioner of Transportation, upon the request of a public utility corporation, to perform for and at the expense of such public utility corporation specified work to be included within a State-let contract. [ ] F • State POT - ROW Agreement Subdivision 13 of Section 30 of the State Highway Law, enables the Commissioner of Transportation to enter into an agreement to reimburse with public funds the owner for necessary expenses incurred as a result of this adjustment, or to replace the facilities in kind. • *• [ ] G. The owner will develop and keep a record of costs in accordance with the New York State Department of Transportation (NYSDOT) Utility Reimbursement Procedure Manual, and when federal funds participate in the cost, with ^:he Federal Highway Administration (FHWA) Federal-aid Highway Program Manual, Volume 6, :Chapter 6, Section 3, Subsection 1 (FHPM 6-6-3-1) paragraph 10. III. Physical Adjustment Method (check appropriate boxes): The actual adjustment or design engineering will be performed by the following method(s): • [X] A. Contract let by the Commissioner [• ] B, Contract let by the Owner [ ] a. Best interests of State .[ ] b. Utility not sufficiently staffed or equipped. [ ] C. By the Owner's forces -2- IV. Betterment, Salvage, and Depreciation Credits Due the Project (check appropriate boxes): [ ] A. There will be no extension of service life, improved capacity nor any other betterment of the facility (as defined by the Utility Reimbursement Procedure Manual and by FHWA FHPM 6-6-3-1) as a result of the adjustments made pursuant to this agreement. [X] B. There is a betterment described as follows (attach form FIN 289 for State let contract): Existing sanitary sewer system along Fulton St. between Meadow and Court Streets to be increased to 30" dia. as shown on the plans - [ ] C. The owner will not claim reimbursement for the betterment portion of the work, but will" duly-account for it as required by applicable NYSDOT and FHWA procedures. [X] D. The owner hereby agrees to deposit with the Controller of the State of New York the amount of S434.490,00 to cover the cost of the betterment as described in B. above. [ ] E. The owner agrees to comply with the requirements of the NYSDOT Utility Reimbursement Procedure and FHWA FHPM 6-6- 3-1 with respect to salvage and depreciation credits when applicable. V. General Covenants The owner hereby agrees to accept full title and responsibility for the adjusted facility in writing upon satisfactory completion of the work. Such acceptance will acknowledge the owner's Y^sponsibility to maintain the facility in accordance with all -applicable codes, standards and regulations, including his obligation, where applicable, to remove any or all of the facility from the highway at the order of the Commissioner of Transportation, all in accordance with the Rules and Regulations Governing the Accommodation of Utilities within the State Right-of-Way. All compensable claims covered by this agreement will be included In one of the .following: 1) A Right-of-Way Agreement of Adjustment following completion of the work. 2) A Municipal Agreement executed prior to performance of the work. 3) A Reimbursement Agreement executed prior to performance of the work. 4) Such other agreement as approved by the NYSDOT office of Legal Affairs. -3- VI. The following documents are herewith incorporated in this agreement by reference (check appropriate boxes) [ ] [ ] [X] [ ] [X] [X] A. B. C. D. E. F. Federal Highway Administration's FHPM 6-6-3-1 - Utility Relocations, Adjustments, and Reimbursement. Federal Highway Administration's FHPM 6-6-3-2 - Accommodation of Utilities. Contract Documents of NYSDOT: Contract No. P256424, Captal PIN 3047-04. Plan Sheets Nos- UD-7 through UD-11. Owner's plan sheets No. ^ . jxi G. Estimate sheets form No. li . Resolution dated_ -p^ granting the State of New York authority to perform the adjustment for the owner. "[?<5 agreeing to maintain facilities adjusted via State let contract. (><5 authorizing deposit of funds by the owner. Certification by the owner or his agent that he has the legal authority to enter into this agreement. (Print/Type Name^ Owner or Age^t(pign^ure)Title Date For Commissioner of Transportation Title Date For FHWA Division Administrator Title Date Snftcial Cnndi t-inr>S2 . Advancfi Pavmpnt at ^ of estimated cost Recommended by: Assistant Commissioner of Transportation (Office of Administration & Finance) Date -4- , -S'^y fj'JOj ^ ^ 10/^ ( HC 140 REF. ff -;X^7 j NEW YORK STATE DEPARTMENT OP TRANSPORTATION OTILITV WORK AGREEMENT Since the construction, reconstruction, or maintenance of the transportation project described below and further Identified as Capital Project Identification" No, 3047.04, ^ F.A. # • ROW Declaration No._ , Map Nos . Parcel Nos . ./ r\ County of Tomokins , Contract No., Project Description: Route S3, improvements ia th^ CitY Ithaca. necessitates the adjustment of utility facilities as hereinafter described, the owner, Citv iif. Ithaca, of said facilities herewith agrees with the State of New York acting through the Commissioner of Transportation that this agreement'shall apply to the accommodation of these utility facilities. Any adjustment of said facilities will be accomplished under the terms of-this agreement, in accordance with the Rules and Regulations Governing the Accommodation of Utilities within the State Highway Right-of*Ray, in compliance with the attached Special Notes and in accordance "with the contract plans. Specifications, proposal, amendment(s) or change order (s). T. Existing Facilttiea (type, size, location etc.) None at proposed Buffalo St. pridae/Flood Cpptrol ChRPTigl f Existing 24" sanitary sewer crossing Stffi ^ 3-4t84 at Tauahannock presently located on State and Municipal right-of-way as shown on the plans for the proposed transportation project are to be adjusted as follows: (describe type, size, capacity, location, etc.) Install 18" dia. insulated ductile iron pjpg g^n. fiSHfiJC nmia 9XX iihS. 21£H Buffalo Street bridge- existing san. sewers, from StRf 33 120* fiio. StSuu S3 115450. 15' Lt. . Sx State's eontraetor. Rglogflt? SA2lX 24" D.I.P. san. adgygfrsiji conflict yjth Pr9l?<?t At £taa. 14484. Si. City I-tha^. 'Estimated Costij^SO .lOSyininus 6 69,950= 620,425 BETTERMENT r li- Fi-nanG^al ( ) A. The Facility's Owner The facilities to be adjusted under the terms of this agreement are subject to Section (52) (102) of the State Highway Law, and the cost of this adjustment is the sole responsibility of the owner. ( ) B. State pOT ^Municipally Owned) Subdivision 24 of Section 10 of the State Highway Law enables the Commissioner of Transportation to provide at the expense of the State, for adjustment to a municipally owned utility when such work is necessary as a result of State highway work. -1- r ' ? ( ) C. state DOT (Interstate Proieots) Subdivision 24-b of Section 10 of the State Highway Law enables the Gommissioner of Transportation to participate in the necessary expenses incurred for adjustment of privately, publicly or cooperatively owned facilities, municipal utility facilities, or facilities of a corporation organized pursuant to the State Transportation Corporations Ira^w. (X) D. Municipality fBetterment under State's Contract) Subdivision 27 of Section 10 of the State Highway Law enables the Commissioner of Transportation, upon the request of a municipality, to perform for and at the expense of such municipality specified work to be included within a State-let contract. ( ) E. atilitv Co. fBetterment under State's Contract) Subdivision 33 of Section 10 of the State Highway Law enables the Commissioner of Transportation, upon the request of a public utility corporation, to perform for and at the expense of such public utility corporation specified work to be included within a State-let contract. ( ) P- State DOT - ROW flqreement Subdivision 13 of Section 30 of the State Highway Law, enables the Commissioner of Transportation to enter into an agreement to reimburse with public funds the owner for necessary expenses incurred as a result of this adjustment, or to replace the facilities in kind, ( ) G. The owner will develop and keep a record of costs in accordance with the New York State Department of Transportation (NYSDOT) Utility Reimbursement Procedure Manual, and when federal funds participate in the cost, with the Federal Highway Administration (FHWA) Federal-aid Highway program manual, volume 6, Chapter 6, Section 3, Subsection 1 (FHPM 6-6-3-1) paragraph 10. rrr. physical Adjustment Method fcheck .appropriate v The actual adjustment or design engineering will be performed by the ,foHowing method(s): (X) A. Contract let by the Commissioner - for 18" san. sewer ( ) B. Contract let by the Owner ( ) a. Best Interests of State ( ) b. Utility not sufficiently staffed or equipped. (X) C. By the Owner's forces - for 24" san. sewer -2- IV. Betterment. Salvage, and Depreciation 12J1£ Project (check appropriate boxes): > ( ) A. There will be no extension of service life, improved capacity nor any other betterment of the facility (as defined by the Utility Reimbursement Procedure Manual and by FHWfl FHPM 6-6-3^1) as a result of the adjustments made^pursuant .to this agreement, (X) B. There is betterment described as follows: Install S98± L.F. af 13Z dia. insulated iraa san; sewer pipe 127± L.F. stl 121 IXSU SgP* sewer pipe with appurtenances hx contractor in exchange for relocating 512± l*tFi S2. 2A^ san. sewer pipe ia conflict .with thjg prpl^Pt Xa 14t84, fei the City Ithaca. (X) C. The owner will not claim reimbursement for the betterment portion of the work, but will duly account for it as required by applicable NYSDOT and FHWA procedures. (X) D. The owner hereby agrees to deposit with the Controller of the State of New York the amount of $ 20.245.00 to cover the cost of the betterment as described in B. above. ( ) E, The owner agrees to comply with the requirements of the NYSDOT Utility Reimbursement Procedure and FHWA FHPM 6-6-3-1 with respect to salvage and depreciation credits when applicable. V. General Covenants The owner hereby agrees to accept full title and responsibility for the adjusted facility in writing upon satisfactory completion of the work. Such acceptance will acknowledge the owner's responsibility to maintain the facility in accordance with all applicable codes, standards and regulations, including his obligation, where applicable, to remove any or all of the facility from the highway at the order of the Commissioner of Transportation, all in accordance with the Rules and Regulations Governing the Accommodation of Utilities within the State Right-of-Way. All compensable claims covered by this agreement will be included in one of the following: 1) A right-of-way Agreement of Adjustment following completion of the work. 2) A Municipal Agreement executed prior to performance of the work. 3) A Reimbursement Agreement executed prior to performance of the work. 4) Such other agreement as approved by NYSDOT Office of Legal Affairs, -3- ; "s VI. References i The following documents are herewith incorporated in this agreement by reference (check appropriate boxes) (X) A. Federal Highway Administration's PHPM 6-6-3-1 - Utility Relocations, Adjustments, and Reimbursement. (X) B. Federal Highway Administration's FHPM 6-6-3-2 - Accommodation of Utilities. (X) C. Contract Documents of NYSDOT: Contract No. Capital PIN 3047.04. plan sheets Nos. UD-7. 8. & 9 ( ) D, Owner's plan sheets No., (X) E, Estimate sheets form No. . (X) F. Resolution dated_ //jfrAr' . bv eom or posuc (X) granting the State of New York authority to perform the adjustment for the owner. (X) agreeing to maintain facilities adjusted via State-let contract. (X) authorizing deposit of funds by the owner. ( ) G. Certification by the owner or his agent that he has thei ^gal aujV .| ciiei jnsyax au UlA (Print/Type Name) Owner For Commissioner of Transportation Title Date For FHWA Division Administrator Title Date Special Conditions: Advance Payment at % of estimated cost recommended by: Approved by: ! Assistant Commissioner of Transportation Date (Office of Administration & Finance) -4- xfulton FULTON nn WORK FOR STATE CONTRACTOR - OUT OF SCOPE $867.54 1995 1 1 rate plus 1995 1995 rate 35% fringe TOTAL HOURS GRAND TOTAL 03-Feb 22-Aug Ronald Cornell (Contractor)80.00 80.00 0.00 0.00 D. McFall 13.61 18.37 0.00 0.00 D. McFall O.T.20.415 27.56 11.00 303.16 11.00 D. Zavaski 13.22 17.85 0.00 0.00 D. Zavaski O.T.0.00 0.00 T. Rumsey 9.62 12.99 0.00 0.00 T. Rumsey O.T.14.43 19.48 0.00 0.00 W. Haskell 11.06 14.93 0.00 0.00 P. Seely 9.37 12.65 0.00 0.00 P. Seely O.T.14.055 18.97 0.00 0.00 J. Lauper 6.75 9.11 0.00 0.00 J. Lauper O.T.10.125 13.67 0.00 0.00 D. Corwin 10.44 14.09 0.00 0.00 D. Corwin O.T.15.665 21.15 0.00 0.00 3. Murray 10.88 14.69 0.00 0.00 A. Emery 8.82 11.91 0.00 0.00 A. Emery O.T.0.00 0.00 R. Ashley 6.25 8.44 0.00 0.00 R. Ashley O.T.9.375 12.66 0.00 0.00 J. Fuller 10.66 14.39 0.00 0.00 J. Fuller O.T.15.99 21.59 0.00 0.00 R. King 15.06 20.33 0.00 0.00 R. King O.T.22.59 30.50 0.00 0.00 G. Seeley 10.81 16.215 0.00 0.00 M. Fuller 9.00 13.50 0.00 0.00 J. Emrick 14.50 19.58 8.00 156.60 8.00 J. Emrick O.T.21.75 29.36 0.00 0.00 A. McFall 11.43 15.43 8.00 123.44 8.00 A. McFall O.T.17.145 23.15 0.00 0.00 Total Payroll Hours 27.00 583.21 Total Contractor Hours -CAP PROJ 0.00 #24 -12 yd dump 25.00 0.00 0.00 #27 - 3 yd dump 15.00 0.00 0.00 / Page 1 \ LPFijIp xfulton #98 -12 yd dump 25.00 0.00 0.00 #150 - 5 yd dump 20.00 0.00 0.00 #246 - 5 yd dump 20.00 0.00 0.00 if270 - John Deere Backhoe 310 30.00 0.00 0.00 #15-3/4 ton pickup 10.00 8.00 80.00 8.00 #22 - 3/4 ton pickup 10.00 11.00 110.00 11.00 #427 Jet 35.00 0.00 0.00 Total Equipment 190.00 Materials Unit TONS Material Trucking Total Crusher Run yards 0.00 4.25 2.50 6.75 0.00 #1 Stone 0.00 5.95 2.50 8.45 0.00 #2 Stone yards 0.00 5.95 2.50 8.45 0.00 Move Equipment 0 125.00 0.00 0.00 Total Materials - CAP PROJ 0.00 Inventory Materials 0.00 Total Inventory Materials 0.00 Total Materials - CAP PROJ 0.00 Total Materials 0.00 see PROJECTS 1995 p. 76 "West End" checking grades p. 83 "Court to Buffalo" shut off water main- hanging in the air Page 2 LPFrjIp Xcascads 700 BLOCK CASCADILLA STREET o ^ 11' TIE "S" SEWER MAIN TO 30" SEWER f 1996 START OF PLANT TO CASCADT MIN LLA JOB $8,885.94 rate plus 1996 1996 rate 35% fringe TOTAL HOURS GRAND TOTAL 28-Jun 01-Jul Ronald Cornell (Contractor)80.00 80.00 35.00 2800.00 5.00 10.00 D. McFall 14.15 19.10 4.00 76.41 D. McFall O.T.21.225 28.65 0.00 0.00 D. Zavaski 13.75 18.56 0.00 0.00 T. Rumsey 10.00 13.50 8.00 108.00 8.00 T. Rumsey O.T.15.00 20.25 1.00 20.25 1.00 W. Haskell 11.50 15.53 38.00 589.95 8.00 10.00 P. Seely 9.74 13.15 38.50 506.24 8.00 10.00 P. Seely O.T.14.61 19.72 0.00 0.00 J. Lauper 6.75 9.11 26.50 241.48 8.00 T. Ocello 5.75 7.76 0.00 0.00 D. Corwin 10.86 14.66 0.00 0.00 D. Corwin O.T.16.29 21.99 0.00 0.00 S. Murray 0.00 0.00 0.00 0.00 A. Emery 8.82 11.91 26.50 315.54 5.00 5.50 R. Ashley 8.82 11.91 0.00 0.00 R. Ashley O.T.13.23 17.86 0.00 0.00 J. Fuller 11.09 14.97 0.00 0.00 J. Fuller O.T.16.635 22.46 0.00 0.00 R. King 15.66 21.14 0.00 0.00 R. King O.T.23.49 31.71 0.00 0.00 M. Fuller 10.11 13.65 0.00 0.00 M. Fuller O.T.15.165 20.47 4.00 81.89 4.00 A. McFall 11.89 16.05 0.00 0.00 0.00 A. McFall O.T.17.84 24.08 4.00 96.31 4.00 Total Payroll Hours Total Contractor Hours -CAP PROJ 150.50 2036.06 2800.00 0.00 - • • #24 -12 yd dump 33.75 0.00 0.00 — — —- -• - #27 -3 yd dump 20.25 38.50 779.63 8.00 10.00 #246 - 5 yd dump 27.00 10.50 283.50 #150-5 yd dump 27.00 38.50 1039.50 8.00 10.00 #480 - pickup 13.50 21.50 290.25 8.00 8.00 #448 - Loader 43.20 0.00 0.00 Page 1 LPFijlp Xcascads #98 - 12 yd dump 33.75 0.00 0.00 #270 - John Deere Backhoe 310 40.50 0.00 0.00 #385 - Backhoe 40.50 0.00 0.00 #180-1 ton pickup 16.20 0.00 0.00 #199 Compressor 13.50 0.00 0.00 #22 - pickuo 13.50 4.00 54.00 #15- pickup 16.20 4.00 64.80 4.00 #167-Jet 33.75 0.00 0.00 'S #427 - Aqua Tech •47.25 0.00 0.00 Total Equipment 2511.68 Materials Unit TONS Material Trucking Total Crusher Run 0 yards 0.00 5.50 2.50 0.00 #1 Stone 0.00 #2 Stone 0 yards 0.00 5.95 2.50 0.00 ^ove Equipment 0 125.00 0.00 • rota) Non-Inventory Materials 0.00 Total Materials - CAP PROJ 571.99 0.00 0.00 Total Inventory Materials 0.00 Total Materials • CAP 606 571.99 Total Materials 571.99 1 1 Page 2 LPF:]Ip Xcascrts CASCADILLA TO 700 WEST COURT $105,634.95 30" SEWER MAIN 1995 96B rate plus 1995 1995 j rate 35% fringe TOTAL HOURS GRAND TOTAL 08-Mayl 09-May 10-Mayl 11-May Ronald Cornell (Contractor)80.00 80.00 112.00 8960.00 8.00 8.00 8.00 8.00 D. McFall 13.61 18.37 16.00 293.98 D. McFall O.T.20.415 27.56 7.00 192.92 D. ZavaskI 13.22 17.85 6.00 107.08 D. Zavaski O.T.0.00 0.00 0.00 T. Rumsey 9.62 12.99 150.00 1948.05 8.00 8.00 8.00 8.00 T. Rumsey O.T.14.43 19.48 0.00 0.00 W. Haskell 11.06 14.93 172.00 2568.13 8.00 8.00 8.00 8.00 P. Seely 9.37 12.65 154.50 1954.35 8.00 8.00 8.00 5.50 P. Seely O.T.14.055 18.97 0.00 0.00 J. Lauper 6.75 9.11 30.00 273.38 J. Lauper O.T.10.125 13.67 0.00 0.00 D. Corwln 10.44 14.09 140.00 1973.16 8.00 8.00 8.00 8.00 D. Corwln O.T.15.665 21.15 0.00 0.00 S. Murray 10.88 14.69 159.00 2335.39 8.00 8.00 8.00 A. Emery 8.82 11.91 124.75 1485.40 6.50 8.00 4.50 6.50 A. Emery O.T.0.00 0.00 0.00 R. Ashley 6.25 8.44 6.00 50.63 R. Ashley O.T.9.375 12.66 0.00 0.00 J. Fuller 10.66 14.39 60.00 863.46 J. Fuller O.T.15.99 21.59 8.00 172.69 • R. King 15.06 20.33 6.00 121.99 R. King O.T.22.59 30.50 0.00 0.00 • G. Seeley 10.81 16.215 14.00 227.01 M. Fuller 9.00 13.50 29.00 391.50 J. Emrick 14.50 19.58 45.00 880.88 6.00 8.00 7.00 3.00 J. Emrick O.T.21.75 29.36 0.50 14.68 A. McFall 11.43 15.43 43.00 663.51 6.00 8.00 7.00 3.00 A. McFall O.T.17.145 23.15 0.50 11.57 Total Payroll Hours 1171.25 16529.75 Total Contractor Hours -CAP PROJ 8960.00 & Page 1 LPF:jlp Xcascrts #24-12 yd dump 25.00 182.00 4550.00 8.00 8.00 8.00 8.00 #27 - 3 yd dump 15.00 171.00 2565.00 8.00 8.00 8.00 8.00 #98- 12 yd dump 25.00 120.00 3000.00 8.00 8.00 8.00 8.00 #150-5 yd dump 20.00 175.50 3510.00 6.50 8.00 4.50 6.50 #246 - 5 yd dump 20.00 128.50 2570.00 8.00 8.00 8.00 5.50 #17- 5 yd dump 20.00 6.00 120.00 #74 - dozer 25.00 6.00 150.00 #136 - fuel truck 10.00 6.00 60.00 #270 - John Deere Backhoe 310 30.00 115.00 3450.00 8.00 8.00 8.00 8.00 #180 - pickup 10.00 6.00 60.00 #22 - pickup 10.00 38.00 380.00 #15-pickup 10.00 45.50 455.00 6.00 8.00 7.00 3.00 #480 - 3/4 ton pickup 10.00 158.00 1580.00 8.00 8.00 8.00 8.00 #427 Jet 35.00 42.50 1487.50 6.00 8.00 7.00 3.00 Total Equipment 23937.50 Materials Unit TONS Material Trucking Total Crusher Run yards 655.42 4.25 2.50 6.75 4424.09 #1 Stone 394.00 5.95 2.50 8.45 3329.30 #2 Stone yards 394.00 5.95 2.50 8.45 3329.30 Move Equipment 0 125.00 0.00 Zeiser Wilbert Vault- manholes 2 each 1030.00 2060.00 Zeiser Wilbert Vault- manholes 1054.00 1054.00 Zeiser Wilbert Vault- manholes 1484.00 1484.00 Johnny's Wholesale conduit 10708.82 10708.82 ID Booth - conduit 386.17 386.17 Cayuqa Crushed Stone - #1 & #2 Stone 0.00 0.00 RMS Gravel 0.00 0.00 DeVoe Color -1 3.36 3.36 Ithaca Tire 32.52 32.52 Saunders Concrete 147.00 147.00 0.00 Total Materials - CAP PROJ 26958.56 Inventory Materials 30" J-M Perma-Loc PVC Pipe 715 each 22.10 15801.50 Page 2 LPF:]lp Xcascrts 30"T-46MHExBelI Adapter 1 each 122.59 122.59 Manhole Adapter Bell Ends 4 each 113.30 453.20 Manhole Adapter Spigot Ends 4 each 93.25 373.00 Bell Spigot Half Lengths 3 each 172.15 516.45 Bell Spigot Quarter Lengths 2 each 86.00 172.00 Fabricated End Cap 1 each 324.25 324.25 0.00 0.00 0.00 .0.00 Total inventory Materials 17762.99 Total Materials - CAP PROJ 26958.56 Total Materials 44721.55 Page 3 LPF:jlp CA S C A D I L L A TO 70 0 WE S T CO U R T xc a s c r t s 9 6 30 " SE W E R MA I N $1 , 6 7 0 . 5 4 19 9 6 (p a r t of We s t En d Pr o j e c t ) ra t e pl u s 19 9 6 - T o s h 19 9 6 - T o s h 19 9 6 19 9 6 ra t e 35 % fr i n g e TO T A L HO U R S GR A N D TO T A L TO T A L HO U R S GR A N D TO T A L Ro n a l d Go m e l ! (C o n t r a c t o r ) 80 . 0 0 80 . 0 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 D. Mc F a l l 14 . 1 5 19 . 1 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 D. Mc F a l l O. T . 21 . 2 2 5 28 . 6 5 0. 0 0 0. 0 0 0. 0 0 0. 0 0 D. Za v a s k i 13 . 7 5 18 . 5 6 0. 0 0 0. 0 0 0. 0 0 0. 0 0 T. Ru m s e v 10 . 0 0 13 . 5 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 T. Ru m s e v O. T . 15 . 0 0 20 . 2 5 0. 0 0 0. 0 0 0. 0 0 0. 0 0 W. Ha s k e l l 11 . 5 0 15 . 5 3 0. 0 0 0. 0 0 0. 0 0 0. 0 0 P. Se e l v 9. 7 4 13 . 1 5 0. 0 0 0. 0 0 0. 0 0 0. 0 0 P. Se e l v O. T . 14 . 6 1 19 . 7 2 0. 0 0 0. 0 0 0. 0 0 0. 0 0 J. La u o e r 6. 7 5 9. 1 1 0. 0 0 0. 0 0 0. 0 0 - 0. 0 0 T. Oc e l l o 5. 7 5 7. 7 6 0. 0 0 0. 0 0 0. 0 0 0. 0 0 D. Co r w i n 10 . 8 6 14 . 6 6 0. 0 0 0. 0 0 16 . 0 0 23 4 . 5 8 D. Co n w i n O. T . 16 . 2 9 21 . 9 9 0. 0 0 0. 0 0 0. 0 0 0. 0 0 S. Mu r r a v 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 A. Em e r y 8. 8 2 11 . 9 1 0. 0 0 0. 0 0 0. 0 0 0. 0 0 R. As h l e y 8. 8 2 11 . 9 1 0. 0 0 0. 0 0 16 . 0 0 19 0 . 5 1 R. As h l e y O. T . 13 . 2 3 17 . 8 6 0. 0 0 . 0. 0 0 0. 0 0 0. 0 0 J. Fu l l e r 11 . 0 9 14 . 9 7 0. 0 0 0. 0 0 0. 0 0 0. 0 0 J. Fu l l e r O. T . 16 . 6 3 5 22 . 4 6 0. 0 0 0. 0 0 0. 0 0 0. 0 0 R. Ki n g 15 . 6 6 21 . 1 4 0. 0 0 0. 0 0 16 . 0 0 33 8 . 2 6 R. Ki n g O. T . 23 . 4 9 31 . 7 1 0. 0 0 0. 0 0 0. 0 0 0. 0 0 M. Fu l l e r 10 . 1 1 13 . 6 5 0. 0 0 0. 0 0 0. 0 0 0. 0 0 M. Fu l l e r O. T . 15 . 1 6 5 20 . 4 7 0. 0 0 0. 0 0 0. 0 0 0. 0 0 A. Mc F a l l 11 . 8 9 16 . 0 5 0. 0 0 0. 0 0 0. 0 0 0. 0 0 A. Mc F a l l O. T . 17 . 8 4 24 . 0 8 0. 0 0 0. 0 0 0. 0 0 0. 0 0 To t a l Pa y r o l l Ho u r s 0. 0 0 0. 0 0 48 . 0 0 76 3 . 3 4 To t a l Co n t r a c t o r Ho u r s •C A P PR O J o. c o 0. 0 0 #2 4 - 1 2 y d d u m D 33 . 7 5 0. 0 0 0. 0 0 0. 0 0 0. 0 0 #2 7 - 3 yd du m p 20 . 2 5 0. 0 0 0. 0 0 0. 0 0 0. 0 0 #2 4 6 - 5 yd du m p 27 . 0 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 #1 5 0 - 5 yd du m p 27 . 0 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 #4 8 0 • pi c k u p 13 . 5 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 #4 4 8 - Lo a d e r 43 . 2 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 #9 8 - 1 2 yd du m p 33 . 7 5 0. 0 0 0. 0 0 0. 0 0 0. 0 0 #2 7 0 - Jo h n De e r e Ba c k h o e 31 0 40 . 5 0 0. 0 0 0. 0 0 16 . 0 0 64 8 . 0 0 #3 8 5 - Ba c k h o e 40 . 5 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 #1 8 0 - 1 to n pi c k u p 16 . 2 0 0. 0 0 0. 0 0 . 16 . 0 0 25 9 . 2 0 #1 9 9 Co m p r e s s o r 13 . 5 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 #2 2 - pi c k u o 13 . 5 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 #1 5 - pi c k u p 16 . 2 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 #1 6 7 - J e t 33 . 7 5 0. 0 0 0. 0 0 0. 0 0 0. 0 0 #4 2 7 - Aq u a Te c h 47 . 2 5 0. 0 0 0. 0 0 0. 0 0 0. 0 0 To t a l Eq u i p m e n t 90 7 . 2 0 LP F r j I p xcascrts96 Gravel 410.00 34.00 102.00 126.00 Crusher Run 37.00 22.00 #2 Stone 34.00 17.00 5.00 Materials Unit TONS Material Trucking Total Crusher Run 0 yards 0.00 5.50 0.00 5.50 0.00 Gravel 0 yards 0.00 4.25 0.00 4.25 0.00 #1 Stone 0 yards 0.00 5.95 0.00 5.95 0.00 #2 Stone (Landstrom Gravel)0 yards 0.00 6.25 0.00 6.25 0.00 #2 Stone (RMS Gravel)0.00 9.59 9.59 0.00 Portland Cement 0 baq 6.70 0.00 8"x13' SDR-35 Pioe 0 feet 1.87 0.00 4"x13' SDR-35 Pipe 0 feet 0.51 0.00 8"x4" SDR-35 Wve 0 each 11.40 0.00 Move Equipment 0 each 125.00 0.00 36" X 48" Pre Cast Manhole 0 each 342.00 0.00 Pre Cast Manhole Cover 0 each 100.00 0.00 0 each 0.00 0 0.00 Total Non-Inventory Materials 0.00 Total Materials • CAP PROJ 0.00 Inventory Materials 4" X 5' SV/CI soil Pipe 0 feet 4.55 0.00 4" PVC X Cl SP Adapters 0 ' eadi 6.72 0.00 4" CI Clean Out Caps 0 each 7.10 0.00 4" SV Rubbers 0 each 3.18 0.00 4" X 4" SDR-35 Wyes 0 each 4.30 0.00 8" X 4" SDR-35 Tee-Wyes - 0 feet 12.30 0.00 4" X 45 SDR-35 ST. Bends B/S 0 each 2.69 0.00 4" X 45 SDR-35 Bend B/S 0 each 2.31 0.00 4" PVC Gripper Piuq 0 each 5.70 0.00 4" PVC X 4" PVC 5644 Femco CIpq 0 each 2.88 0.00 4" PVC X 4" PVC 5144 Femco CIpq 0 each 3.82 0.00 4" PVC X 4" PVC 5144NS Femco CIpq 0 each 25.15 0.00 8" SDR-35 H X H Xoupllnqs 0 each 14.74 0.00 6 1/2" X 32" X 43" M/H Rlnqs & Covers 0 eac^302.00 0.00 0 each 0 0.00 0 each 0 0.00 0 each 0 0.00 0 each 0 0.00 Total Inventory Materials 0.00 Total Non-Inventory Materials 0.00 Total Materials - CAP PROJ 0.00 Total Materials 0.00 Page 1 LPFrjIp Xtaughas (,1 TAUGHANNOCK BLVD 24""sfewER MAIN RELOCATION PUMP STATION (1996) — TOTAL iqqs"$68,850.03 TOTAL 1996 $87,884.60 .$19,034.57^ 1 rate plus 1995 1995 rate plus 1996,1996 Irate 35% fringe TOTAL HOURS GRAND TOTAL rate 35% fringe;TOTAL HOURS 1 GRAND TOTAL Ronald Cornell (Contractor)80.00 80.00 43.00 3440.00 80.00 80.00 64.00 5120.00 D. McFall 13.61 18.37 0.00 0.00 14.15 19.10 0.00 0.00 D. McFall O.T.20.415 27.56 0.00 0.00 21.23 28.65 0.00 0.00 D. Zavaski 13.22 17.85 8.00 142.78 13.75 18.56 0.00 0.00 D. Zavaski O.T.19.83 26.77 6.50 174.01 20.63 27.84 0.00 0.00 T. Rumsey 9.62 12.99 63.00 818.18 10.00 13.50 40.00 540.00 T. Rumsey O.T.14.43 19.48 0.00 0.00 15.00 20.25 0.00 0.00 D. Wood 13.71 18.51 8.00 148.07 14.26 19.25 0.00 0.00 D. Wood O.T.20.565 27.76 0.00 0.00 21.39 28.88 0.00 0.00 W. Haskell 11.06 14.93 127.00 1896.24 11.50 15.53 0.00 0.00 W. Haskell O.T.16.59 22.40 6.50 145.58 17.25 23.29 0.00 0.00 P. Seely 9.37 12.65 119.00 1505.29 9.74 13.15 0.00 0.00 P. Seely O.T.14.055 18.97 6.50 123.33 14.61 19.72 0.00 0.00 J. Lauper 6.75 9.11 0.00 0.00 6.75 9.11 8.00 72.90 J. Lauper O.T.10.125 13.67 0.00 0.00 10.13 13.67 0.00 0.00 T. Ocello 8.82 11.91 0.00 0.00 8.82 11.91 25.00 297.68 T. Ocello O.T.13.23 17.86 0.00 0.00 13.23 17.86 0.00 0.00 D. Corwin 10.44 14.09 102.00 1437.59 10.86 14.66 0.00 0.00 D. Corwin O.T.15.665 21,15 0.00 0.00 16.29 21.99 0.00 0.00 S. Murray 10.88 14.69 111.00 1630.37 11.31 15.27 0.00 0.00 A. Emery 8.82 11.91 97.50 1160.93 8.82 11.91 65.50 779.91 A. Emery O.T.13.23 17.86 1.00 17.86 13.23 17.86 0.00 0.00 R. Ashley 6.25 8.44 7.00 59.06 8.82 11.91 0.00 0.00 R. Ashley O.T.9.375 12.66 0.00 0.00 13.23 17.86 0.00 0.00 J. Fuller 10.66 14.39 16.00 230.26 11.09 14.97 82.00 1227.66 J. Fuller O.T.15.99 21.59 3.00 64.76 16.64 22.46 0.00 0.00 R. King 15.06 20.33 0.00 0.00 15.66 21.14 0.00 0.00 R. King O.T.22.59 30.50 0.00 0.00 23.49 31.71 0.00 0.00 G. Seeley 10.81 16.215 8.00 129.72 11.24 15.17 32.00 485.57 M. Fuller 9.00 13.50 0.00 0.00 10.11 13.65 0.00 0.00 J. Emrick 14.50 19.58 31.00 606.83 15.08 20.36 0.00 0.00 J. Emrick O.T.21.75 29.36 0.00 0.00 22.62 30.54 0.00 0.00 A. McFall 11.43 15.43 29.00 447.48 11.89 16.05 0.00 0.00 A. McFall O.T.17.145 23.15 0.00 0.00 17.835 24.08 0.00 0.00 \ Page 1 LPF:jlp Xtaughas W. Happel 13.89 18.75 32.00 600.05 14.45 19.51 0.00 0.00 W. Happel O.T.20.835 28.13 0.00 0.00 21.675 29.26 0.00 0.00 K. Dzikiewicz 5.5 7.43 24.00 178.20 6.00 8.10 0.00 0.00 K. Dzikiewicz O.T.8.25 11.14 0.00 0.00 9.00 12.15 0.00 0.00 Total Payroll Hours 750.00 - 11516.58 252.50 3403.71 Total Contractor Hours -CAP PROJ 3440.00 5120.00 #24-12 yd dump 25.00 111.00 2775.00 33.75 45.00 1518.75 #27 - 3 yd dump 15.00 0.00 0.00 20.25 0.00 0.00 DPW - 5 yd dump 20.00 8.00 160.00 27.00 0.00 0.00 #98 - 12 yd dump 25.00 63.00 1575.00 33.75 0.00 0.00 #150 -5^d dump 20.00 114.50 2290.00 27.00 59.00 1593.00 #246 - 5 yd dump 20.00 8.00 160.00 27.00 0.00 0.00 #270 - John Deere Backhoe 310 30.00 61.50 1845.00 40.50 0.00 0.00 LOADER 32.00 111.00 3552.00 43.20 52.00 2246.40 #12 - pickup 10.00 32.00 320.00 13.50 0.00 0.00 #180 12.00 8.00 96.00 16.20 0.00 0.00 #480 - 3/4 ton pickup 10.00 125.50 1255.00 13.50 82.00 1107.00 #15 - pickup 12.00 29.00 348.00 16.20 0.00 0.00 #427 Jet 35.00 31.00 1085.00 47.25 0.00 0.00 Total Equipment 15461.00 6465.15 Materials Unit TONS Material Trucking Total Crusher Run yards 0.00 4.25 2.50 0.00 #1 Stone 0.00 5.95 2.50 0.00 #2 Stone yards 0.00 5.95 2.50 0.00 Move Equipment 1 125.00 125.00 Zeiser Wilbert Vault- manhole 1 each 834.00 834.00 Zeiser Wilbert Vault- manhole 1 each 774.00 774.00 Zeiser Wilbert Vault- manhole 1 each 750.00 750.00 Zeiser Wilbert Vault- manhole 1 each 1012.00 1012.00 Postage 1 0.00 0.00 RMS Gravel - #1 + #2 Stone 4/27+4/28/95 1994.85 1994.85 RMS Gravel - #1 + #2 Stone 1 3/22+3/23/95 1852.22 1852.22 Ithaca Tire - tube for plug 1 19.56 19.56 Ithaca Tire - tube for plug 1 22.50 22.50 Cayuga Crushed Stone - #1 & #2 Stone 1 0.00 0.00 DeVoe Color 1 0.00 0.00 Cayuga Lumber 1 1.85 1.85 Agway 1 10.51 10.51 Page 2 LPF:jlp Xtaughas Valley Lumber & Hardware - damit 1 70.40 70.40 Saunders Concrete 1 141.00 141.00 Bilco Co. - sidewalk door 1 932.50 932.50 Total Materials - CAP PROJ 1995 8540.39 ID Booth - 25' power tape 1 21.99 21.99 Move Equipment 1 125.00 125.00 Zeiser Wllbert Vault, Inc.1 1829.00 1829.00 Total Materials - CAP PROJ 1996 1975.99 Inventory Materials -1995 24" J-M Perma-Loc PVC Pipe 496 feet 16.10 7985.60 24" CL52 D.I. Tyton Joint Pipe 0.00 w/sewer coat lining & gaskets 269 feet 47.30 12723.70 5 each 77.80 389.00 Manhole Adapter Spigot Ends 3 each 67.35 202.05 Bell Spigot Half Lengths 3 each 120.85 362.55 Bel! Spigot Quarter Lengths 3 each 60.50 181.50 Fabricated End Plug-1 each 135.30 135.30 7" Manhole Rings & Covers (24")3 each 142.00 426.00 Inventory Materials -1996 0.00 1 Total Inventory Materials 1995 22405.70 1 Total Inventory Materials 1996 0.00 Total CAP PROJ Materials 1995 8540.39 i Total CAP PROJ Materials 1996 1 1975.99 Total Materials 1 32922.08 Page 3 LPFijlp TAUGlrA^ Mv'siswE 1995 + l?9j JNOCK HLVD ^AND Piiivip STATION - SEWER FUND PROJECTS 606 Sewer Collection System Renovat POtt Description Expenditure Abstract Total Amount Authorized $2000000.00 1995 6/15/95 Afiway Taughannock Blvd 24" sewer Taughannock Blvd.10.51 12/11/95 Bilco Co.Taughannock Blvd Sidewalk Door 932.50 X 7/10/95 Cayuga Lumber #03018 Taughannock Blvd 24" sewer Taughannock Blvd.1.85 5/16/95 Ronald Cornell Taughannock Blvd move equipment 125.00 7/3/95 Saunders Concrete Taughannock Blvd 24" sewer Taughannock Blvd.141.00 6/26/95 Valley Lumber & HArdwarc Taughannock Blvd 24" sewer Taughannock Blvd. damil 70.40 4/6/95 Zciscr Wilbert Taughannock Blvd 24" sewer manhole 3370.00 A" 5/9/95 RMS Gravel no PO Taughannock Blvd. SEWER 1852.22 y. 5/1/95 RMS Gravel Taughannock Blvd. SEWER 1994.85 X 4/30/95 Ithaca Tire Taughannock Blvd. SEWER (tube for plug)19.56 5/31/95 Ithaca Tire Taughannock Blvd. SEWER (tube for plug)22.50 Total 8540.39 5/16/95 Ronald Cornell Taughannock Blvd 4/26- 5/3 (43 hotirs) 24" sewer Taughannock Blvd 3440.00 1996 12/30/96 ID Booth Taughannock Pump $21.99 of 88.81 Taughannock Blvd - 25' power tape 21.99 It 11/6/96 Ronald Ccmcll Taughannock Pump Taughannock Blvd sewer pump station 10/24-10/30 125.00 A 11/4/96 Zeiser Wilbert Vault Taughannock Pump partial pump station 1829.00 A Total 1975.99 11/6/96 Ronald Cornell Taughannock Pump Taughannock Blvd sewer pump station 10/24-10/30 3200.00 x 11/13/96 Ronald Cornell Taughannock Pump Sewer pump station/taughannock blvd (Kwer)1280.00 ^ 4480.00 1997 2/3/97 Ron Cornell Taughannock Pump Taugh pump station $640.00 of $3120.00 u/i';640.00 X 4/23/97 Zeiser Wilbert Vault Taughannock Pump manhole section - Taughannock pump s'afinn 404.00 A Page 1 XTAUGHAS9798 C n- TAUGHANNOCK BLVD TOTAL TOTAL PUMP STATION 1997 $5,732.09 1998 $0.00 1997 + 1998 1997 rate plus 1997 1997 1998 rate plus 1998 1998 rate 35% fringe TOTAL HOURS GRAND TOTAL rate 35% fringe TOTAL HOURS GRAND TOTAL Ronald Come!! (Contractor)80.00 80.00 0.00 0.00 80.000 80.00 0.00 0.00 D. McFall 15.9 21.47 0.00 0.00 16.206 21.88 0.00 0.00 D. McFall O.T.23.85 32.20 0.00 0.00 24.309 32.82 0.00 0.00 D. ZavaskI 15.44 20.84 0.00 0.00 15.746 21.26 0.00 0.00 D. Zavaski O.T.23.16 31.27 0.00 0.00 23.619 31.89 0.00 0.00 T. Rumsey 11.23 15.16 10.00 151.61 .12.459 16.82 0.00 0.00 T. Rumsey O.T.16.845 22.74 0.00 0.00 18.6885 25.23 0.00 0.00 D. Wood 14.83 20.02 0.00 0.00 15.136 20.43 0.00 0.00 D. Wood O.T.22.245 30.03 0.00 0.00 22.704 30.65 0.00 0.00 W. Haskell 11.97 16.16 0.00 0.00 12.276 n 16.57 0.00 0.00 W. Haskell O.T.17.955 24.24 0.00 0.00 18.414 24.86 0.00 0.00 P. Seely 10.94 14.77 0.00 0.00 11.246 15.18 0.00 0.00 P. Sesly O.T.16.41 22.15 0.00 0.00 16.869 22.77 0.00 0.00 J. Lauper 6.75 9.11 8.00 72.90 9.126 12.32 0.00 0.00 J. Lauper O.T.10.125 13.67 0.00 0.00 13.689 18.48 0.00 0.00 T. Ocello 6.75 9.11 0.00 0.00 9.126 12.32 0.00 0.00 T. Ocello O.T.10.125 13.67 0.00 0.00 13.689 18.48 0.00 0.00 D. Corwin 11.30 15.26 2.00 30.51 12.534 16.92 0.00 0.00 D. Corwin O.T.16.95 22.88 0.00 0.00 .18.801 25.38 0.00 0.00 Prince 0 0.00 0.00 0.00 0.000 0.00 0.00 0.00 A. Emery 9.17 12.38 0.00 0.00 9.476 12.79 0.00 0.00 A. Emery O.T.13.755 18.57 0.00 0.00 14.214 19.19 0.00 0.00 R. Ashley 9.17 12.38 2.00 24.76 9.476 12.79 0.00 0.00 R. Ashley O.T.13.755 18.57 0.00 0.00 14.214 19.19 0.00 0.00 J. Fuller 11.53 15.57 4.00 62.26 11.836 15.98 0.00 0.00 J. Fuller O.T.17.295 23.35 0.00 0.00 17.754 23.97 0.00 0.00 R. King 16.29 21.99 2.00 43.98 16.596 22.40 0.00 0.00 R. King O.T.24.435 32.99 0.00 0.00 24.894 33.61 0.00 0.00 G. Sseley 12.63 17.05 8.00 136.40 12.936 17.46 0.00 0.00 G. Seeley O.T.18.945 25.58 0.00 0.00 19.404 26.20 0.00 0.00 M. Fuller 10.51 14.19 0.00 0.00 0.000 0.00 0.00 0.00 M. Fuller O.T.15.77 21.28 0.00 0.00 0.000 0.00 0.00 0.00 W. Curtis 5.75 7.76 0.00 0.00 8.316 11.23 0.00 0.00 W. Curtis O.T.8.63 11.64 0.00 0.00 12.474 16.84 0.00 0.00 Page 1 LPF:jlp XTAUGHAS9798 A. McFall 13.36 18.04 0.00 0.00 13.666 18.45 0.00 0.00 A. McFall O.T.20.04 27.05 0.00 0.00 20.499 27.67 0.00 0.00 W. Happel 15.03 20.29 0.00 0.00 15.336 20.70 0.00 0.00 W. Happel O.T.22.545 30.44 0.00 0.00 23.004 31.06 0.00 0.00 J. Rose 5.75 7.76 0.00 0.00 7.000 9.45 0.00 0.00 J. Rose O.T.6.625 11.64 0.00 0.00 10.500 14.18 0.00 0.00 B. Nichols 5.75 7.76 0.00 0.00 6.750 9.11 0.00 0.00 B. Nichols O.T.8.625 11.64 0.00 0.00 10.125 13.67 0.00 0.00 P. Malison 20.01 27.01 0.00 0.00 20.316 27.43 0.00 0.00 P. Malison O.T.30.015 40.52 0.00 0.00 30.474 41.14 0.00 0.00 Total Payroll Hours 36.00 522.42 0.00 0.00 Total Contractor Hours -CAP PROJ 0.00 0.00 #24-12 yd dump 33.75 0.00 0.00 33.75 0.00 0.00 #27 - 3 yd dump 20.25 4.00 81.00 20.25 0.00 0.00 #98-12 yd dump 33.75 0.00 0.00 33.75 0.00 " 0.00 #150 - 5 yd dump 27.00 0.00 0.00 27.00 0.00 0.00 #455 - pick up 13.50 0.00 0.00 13.50 0.00 0.00 #74 - D6H bulldozer 33.75 0.00 0.00 33.75 0.00 0.00 #136 - fuel truck 13.50 0.00 0.00 13.50 0.00 0.00 #179-5 yd dump 27.00 0.00 0.00 27.00 0.00 0.00 #21 - 5 yd dump 27.00 0.00 0.00 27.00 0.00 0.00 #143-5 yd dump 27.00 0.00 0.00 27.00 0.00 0.00 #164-5 yd dump 27.00 0.00 0.00 27.00 0.00 0.00 #246 - 5 yd dump 27.00 0.00 0.00 27.00 0.00 0.00 #364 - 5 yd dump fS &F)27.00 0.00 0.00 27.00 0.00 0.00 #17-5 yd dump 27.00 0.00 0.00 27.00 0.00 0.00 #183-diesel tractor 33.75 0.00 0.00 33.75 0.00 0.00 #270 - John Deere Backhoe 310 40.50 10.00 405.00 40.50 0.00 0.00 #385 - John Deere Backhoe 710 40.50 0.00 0.00 40.50 0.00 0.00 #448 - loader 43.20 0.00 0.00 43.20 0.00 0.00 #91 - loader 43.20 0.00 0.00 • 43.20 0.00 0.00 #18-pickup 13.50 0.00 0.00 13.50 0.00 0.00 #12 - pickuo 13.50 0.00 0.00 13.50 0.00 0.00 #22-pickup 13.50 0.00 0.00 13.50 0.00 0.00 #498 - pickup 13.50 0.00 0.00 13.50 0.00 0.00 #180 - pickup 16.20 2.00 32.40 16.20 0.00 0.00 #480 - 3/4 ton pickup 13.50 6.00 81.00 13.50 0.00 0.00 #412 - qenerator 10.00 0.00 0.00 10.00 0.00 0.00 Page 2 LPFijlp XTAUGHAS9798 #71 - generator 10.00 0.00 0.00 10.00 0.00 0.00 #203 - air compressor (same as 199)13.50 0.00 0.00 13.50 0.00 0.00 #462 - 3" centrifugal pump 10.00 0.00 0.00 10.00 0.00 0.00 3" pump 10.00 0.00 0.00 10.00 0.00 0.00 #466 - 3" centrifugal pump 10.00 0.00 0.00 10.00 0.00 0.00 #34 - crane 33.75 0.00 0.00 33.75 0.00 0.00 S&F excavator 67.50 O.CO 0.00 67.50 0.00 0.00 #167-jet . 33.75 0.00 0.00 33.75 0.00 0.00 #427 Aqua Tech 47.25 0.00 0.00 47.25 0.00 0.00 Total Equipment 22.00 599.40 0.00 0.00 Materials Unit TONS Material Trucking Crusher Run yards 0.00 4.25 2.50 6.75 #1 Stone 0.00 5.95 2.50 8.45 #2 Stone yards 0.00 5.95 2.50 8.45 Move Equipment 1 125.00 Total Materials - CAP PROJ (as per attached sheet)404.00 Inventory and Non-Inventory Materials Irving D. Booth (conduit)1 lump sum 108.13 108.13 Fieldtek Controls (Opto 22 Materials)1 lump sum 2331.90 2331.90 In/ing D. Booth (fittings, ells, channel)1 lump sum 106.30 106.30 Hutton Communications 1 lump sum 1036.66 1036.66 V Total Inventory Materials -1997 3582.99 Total Inventory Materials • 1998 0.00 Total Materials n CAP PROJ -1997 404.00 Total Materials - CAP PROJ -1998 0.00 Total Materials 3986.99 Pages LPF:jlp 10 INLET ISLAND SEWER PUMP STATION PUMP STATION UPGRADE 1999 WORK ORDER# Total 67,715.16 9,042.70 Rate Rate Plus n 35% Fringe 1999 TOTAL HOURS 1999 GRAND TOTAL Ronald Cornell 93.00 93.00 0.00 0.00 Ashley, Roger 9.713 13.113 0.00 0.00 Ashley, Roger OT 14.570 19.669 0.00 0.00 Corwin, Don 12.848 17.345 2.00 34.69 Corwin, Don OT 19.272 26.017 1.00 26.02 Curtis, William 8.524 11.507 0.00 0.00 Curtis, William OT 12.786 17.261 0.00 0.00 Emery, Arthur 9.713 13.113 63.00 826.09 Emery, Arthur OT 14.570 19.669 0.00 0.00 Haskell, William 12.583 16.987 143.50 2,437.64 Haskell, William OT 18.875 25.481 3.00 76.44 King. Ray 17.011 22.965 87.50 2,009.42 King, Ray OT 25.517 34.447 0.00 0.00 Krebs, David 11.517 15.548 15.00 233.22 Krebs, David OT.17.276 23.322 0.00 0.00 Lauper, James 9.354 12.628 86.50 1,092.31 Lauper, James OT 14.031 18.942 0.00 0.00 McFall, Art 14.008 18.911 0.00 0.00 McFail, Art OT 21.012 28.366 0.00 0.00 McFall, David 16.611 22.425 8.00 179.40 McFail. David OT 24.917 33.637 0.00 0.00 Nichols, Bobby 6.750 9.113 0.00 0.00 Nichols, Bobby OT 10.125 13.669 0.00 0.00 Ocello, Antonio 9.354 12.628 0.00 0.00 Ocello, ^tonio OT 14.031 18.942 0.00 0.00 Rose, Joseph 7.725 10.429 0.00 0.00 Rose, Joseph OT 11.590 15.647 0.00 0.00 Rumsey, Timothy 12.770 17.240 0.00 0.00 Rumsey, Timothy OT 19.157 25.861 0.00 0.00 Seeley, George 13.259 17.900 0.00 0.00 Seeley, George OT 19.889 26.849 0.00 0.00 Seely, Peter 11.527 15.561 0.00 0.00 Seely, Peter OT 17.291 23.342 0.00 0.00 TTiomas, Nick 6.750 9.113 90.00 820.13 Thomas, Nick O.T.10.125 13.669 0.00 0.00 Wood, Don 15.514 20.944 0.00 0.00 Wood, Don OT 23.271 31.416 0.00 0.00 Zavaski, David 16.140 21.789 60.00 1,307.34 Zavaski, David OT 24.210 32.684 0.00 0.00 9,042.70 /■ INLET ISLAND SEWER PUMP STATION PUMP STATION UPGRADE 1999 $ 5,947.90 Rate 1999 TOTAL HOURS 1999 GRAND TOTAL #12 - Pick up 13.50 0.00 0 #24 -12 yd Dump Truck 10 wheeler 33.75 0.00 0.00 #27 -1 Ton Dump Truck 20.25 7.00 141.75 #74 - Dozer 33.75 0.00 0.00 #164 - 3 yd Dump Truck 20.25 0.00 0.00 #136-Pickup 13.50 18.00 243.00 #150-5 yd Dump Truck 27.00 21.00 567.00 #246 - 5 yd Dump Truck 27.00 0.00 0.00 #91 - Loader 43.20 0.00 0.00 #448 - Loader 43.20 3.00 129.60 #162-Skid Steer 40.50 7.00 283.50 #98 -12 yd Dump Truck 10 wheeler 33;75 0.00 0.00 #270 - John Deere Backhoe 310 40.50 86.00 3483.00 #385 - Backhoe"40.50 17.00 688.50 #480 - 3/4 Ton Pickup 13.50 0.00 0.00 #498 -1 Ton Pickup 16.20 4.00 64.80 #199 - Compressor •13.50 0.00 0.00 #167-Jet 33.75 0.00 0.00 #427 - Aqua Tech 47.25 0.00 0.00 #146 -10 yd Dump Truck 10 wheeler 33.75 0.00 0.00 #192 - 6" Centrifugal Pump 16.20 0.00 0.00 #290 - 4" Centrifugal Pump 12.50 0.00 0.00 #462 - 3" Centrifugal Pump 10.00 0.00 0.00 #466 - 3" Centrifugal Pump 10.00 0.00 0.00 #143 - 3yd Dump Truck 20.25 0.00 0.00 #180-1/2 Ton Pickup 13.50 90.00 90.00 #17 ■ 5 yard Dump •27.00 83.00 83.00 #183 -Tractor w/Trailer 33.75 0.00 0.00 #22 - 4 X 4 Pickup 13.50 9.00 , 121.50 #469 - Skid Loader 18.90 0.00 0.00 #15 - Pick up 13.50 0.00 0.00 Hand Rods 4.05 0.00 0.00 #284 -1 Ton Dump 20.25 1.00 20.25 #257 - trailer 5.00 1.00 5.00 #203 - compressor 13.50 2.00 27.00 5947.9 - INLET ISLAND SEWER PUMP STATION PUMP STATION UPGRADE 1999 $ 37,547.24 Materials Unit Cost Abstract Date ZeiserWilbert Vault, Inc. Fieldtek Controls Koester Associates, Inc. Koester Associates, Inc. ID Booth ID Booth Jones Water Supply, inc. Jones Water Supply. Inc. NV Lumber JC Smith Fastenal Zeiser Wilbert Vault, Inc. Jones Water Supply, Inc. R2M Building Products Fastenal Johnny's Wholesale, Inc. manhole section 3' x 6' telemetry consulting 2/1/98-3/31/98 Smith & Loveless wet well mounted pump with additional control power transformer switches, punch set safety switch flanges 4" flange base grade stakes. Hubs mag nails screws, cors reducing cover yz" 4" Dl Pipe (74') coupler(1),uniflange. gash paint (2 gallons) screws, cors sch 80 Pipe (40' @ $2.03) Henderson Bros Contractir contracting work complete (G8147 charge Henderson Bros Contractii contracting work complete lumber, screws 3.5 hrs truck & tools 12/2 27 hrs truck & tools, panel, materials 1.25 Y 4000# #1 @$58.50 + split $30 parts & service panel lock nut. tap &cut fluid electric assy., solenoid, relay, seal, gaske parts & service air tool oil/conditioner rental- pavement breaker+ chisels A8690 Inventroy Materials 323-325 Tradewinds relocate service A8691 Inventory Materials 403-407 relocate service A8692 Inventory Materials 702 Old Port Harbor relocate service Street Patch/Sidewalk Cayuga Lumber Marion Electric Marion Electric Saunders Concrete Marion Electric Fieldtek Controls Fingerlakes Electric Koester Associates, Inc. Marlon Electric JC Smith JC Smith 404.00 04/01/1997 2,608.22 09/02/1998 11,280.00 12/04/1998 9,790.00 12/04/1998 642.40 04/21/1999 503.67 05/24/99 225.70 05/24/99" 88.50 06/07/99 10.94 08/10/99 7.06 08/10/99 145.80 10/08/99 230.00 10/21/99 733.01 11/05/99 67.30 11/05/99 15.24 11/19/99 81.20 11/19/99 1,965.00 12/08/99 1,200.00 12/08/99 158.46 12/17/99 132.50 12/17/99 2,465.19 12/17/99 103.13 12/17/99 431.00 02/07/00 829.95 02/07/00 22.50 02/18/00 505.55 04/06/00 165.24 04/06/00 7.80 21.50 71.34 211.70 388.34 2,035.00 37,547.24 INLET ISLAND SEWER PUMP STATION PUMP STATION UPGRADE 1999 7,814.35 Erik Whitney 12/13/98-01/16/99 Erik Whitney 01/17/99-02/13/99 Erik Whitney 02/14/99-03/13/99 Erik Whitney 3/14/99-4/10/99 Erik Whitney 4/11 -5/15/99 Erik Whitney 7/11/99-8/7/99 Erik Whitney 8/8/99-9/4/99 Erik Whitney 9/5/99-10/2/99 Erik Whitney (10/3-10/30) Erik Whitney 10/31/99-11/27/99 Erik Whitney 11/28/99-1/1/00 Erik Whitney 1/2/00-1/25/00 Erik Whitney 1/30/00-2/25/00 Erik Whitney 2/27/00-3/25/00 14.00 20.20 282.80 02/08/99 8.75 20.20 176.75 03/08/99 5.25 20.20 106.05 03/19/99 1.00 20.20 20.20 04/21/99 6.50 20.20 131.30 05/24/99 2.00 20.20 40.40 08/20/99 34.50 20.20 696.90 09/17/99 63.00 20.20 1,272.60 10/08/99 8.50 20.20 171.70 11/05/99 107.75 20.20 2,176.55 12/08/99 51.25 20.20 1,035.25 01/04/00 32.75 22.20 727.05 26.00 22.20 577.20 03/08/00 18.00 22.20 399.60 04/06/00 0.00 0.00 0.00 -7,614.35 CASCADILLA TO 700 WEST COURT 30" SEWER MAIN 1997 . .. ^ - $11,617.32 — -- rate plus 1996-Tosh 1996-Tosh 1997 1997 rate 35% fringe TOTAL HOURS GRANDTOTAL TOTAL HOURS GRAND TOTAL 21-Jan 24-Jan 27-Jan 28-Jan Ronald Cornell (Contractor)80.00 .80.00 0.00 0.00 0.00 0.00 D. McFall 14.15 19.10 0.00 0.00 0.00 0.00 D.McFal! OX 21.225 28.65 0.00 0.00 0.00 0.00 D. Zavaski 13.75 18.56 0.00 0.00 0.00 0.00 T. Rumsev 10.00 13.50 0.00 0.00 .16.00 216.00 T. Rumsev OX "15.00 20.25 0.00 0.00 0.00 0.00 W. Haskell 11.50 15.53 0.00 0.00 0.00 0.00 P. Seely 9.74 13.15 0.00 0.00 0.00 0.00 P. Seelv O.T.14.61 19.72 0.00 0.00 0.00 0.00 J. Lauper 6.75 9.11 0.00 0.00 0.00 0.00 T. Ocello 5.75 7.76 0.00 0.00 0.00 0.00 D. Corwin 10.86 14.66 0.00 0.00 32.50 476.48 6.00 2.50 8.00 D. Corwin OX ' 16.29 21.99 0.00 . 0.00 0.00 0.00 8. Murray 0.00 0.00 0.00 0.00 0.00 0.00 A. Emery 8.82 11.91 0.00 0.00 0.00 0.00 R. Ashley 8.82 11.91 0.00 0.00 48.50 577.49 6.00 2.50 8.00 8.00 R. Ashley OX 13.23 17.86 0.00 0.00 0.00 0.00 J. Fuller 11.09 14.97 0.00 0.00 ^0.00 0.00 J. Fuller OX 16.635 22.46 0.00 0.00 0.00 0.00 R. King 15.66 21.14 0.00 0.00 48.50 1025.34 6.00 2.50 8.00 8.00 R. King OX 23.49 31.71 0.00 0.00 0.00 0.00 J. Emrick 15.08 20.36 0.00 0.00 0.00 0.00 A. McFall 11.89 16.05 0.00 0.00 0.00 0.00 Total Payroll Hours 0.00 0.00 145.50 2295.31 Total Contractor Hours -CAP PROJ 0.00 0.00 #24 -12 yd dump 33.75 0.00 0.00 0.00 0.00 #164-3 yd dump 20.25 0.00 0.00 0.00 0.00 #17 - 5 yd dump 27.00 0.00 0.00 40.50 1093.50 6.00 2.50 8.00 #448 - Loader 43.20 0.00 0.00 0.00 .0.00 #98- 12 yd dump 33.75 0.00 0.00 0.00 0.00 #270 - John Deere Backhoe 310 40.50 0.00 0.00 48.50 1964.25 6.00 2.50 8.00 8.00 #385 - Backhoe 40.50 0.00 0.00 O.OG 0.00 #180 -1 ton pickup 16.20 0.00 O.OG 48.50 785.70 6.00 2.50 8.00 8.00 #199 Compressor 13.50 0.00 0.00 6.0C 81.00 6.00 #167-Jet 33.75 0.00 o.oc O.OC 0.00 #427-Aqua Tech 47.25 0.00 0.00 0.00 O.OC Total Equipment O.OQ 3924.4£ Gravel 0.00 Page 1 LPFijlp xcascrts97 Crusher Run 0.00 #2 Stone 0.00 Materials (from R. King Diary)Unit TONS Material Trucking Total Crusher Run 0 yards 0.00 5.50 0.00 • 5.50 0.00 Gravel (80' x 4' deep ditch)0 yards 0.00 4.25 0.00 4.25 0.00 #1 Stone 0 yards 0.00 5.95 0.00 5.95 0.00 #2 Stone (Landstrom Gravel)5 yards 7.50 6.25 0.00 6.25 31.25 #2 Stone (RMS Gravel)0 yards 0.00 9.59 9.59 0.00 12"x12"x12" mechanicai joint wye 1 each 631.35 631.35 12" MJ gate valves 2 each 698.40 1396.80 12" X 22 1/2 degree MJ bends 2 each 108.64 217.28 12" X 360 degree Ford sleeve 1 each 144.98 144.98 12" MJ solid sleeve D.P.1 each 381.60 381.60 retainer glands 12" kits 4 53.20 212.80 gland packs (no charge)0.00 0.00 12" underground clamp 1 each .21.66 21.66 3/4" thread rod 6 feet 3.89 23.34 tie bolts 2 each 3.00 6.00 6"mng tight plastic plug 1 16.10 16.10 Ductile Iron loipe (12") 20' long 80 feet 13.14 1051.20 0 Total Materials 4134.36 Total Materials - CAP PROJ ' Total Materials 4134.36 Total Materials - CAP PROJ Total Materials 4134.36 Page 2 LPF:jlp XFALLCREEK96S FALL CREEK INTERCEPTOR $717,016.45 JETT INDUSTRIES 1996 + 1997 1996 rate plus 1996 1996 1997 rate plus 1997 1997 rate 35% fringe TOTAL HOURS GRAND TOTAL rate 35% fringe TOTAL HOURS GRAND TOTAt. Ronald Gomel! (Contractor)80.00 80.00 31.00 2480.00 80.00 80.00 0.00 0.00 Jett Industries Pavmenls #1 - #7 0.00 0.00 O.OOH 0.00 0.00 0.00 0.00 528798.54 D. McFall 14.15 19.10 0.00 0.00 15.90 21.47 0.00 0.00 D. McFall O.T.21.225 28:65 0.00 0.00 23.85 32.20 0.00 0.00 0. Zavaski 13.75 18.56 5.00 92.81 15.44 20.84 0.00 0.00 D. Zavaski O.T.20.625 27.84 1.00 27.84 23.16 31.27 0.00 0.00 D. Krebs 10.51 14.19 10.00 141.89 10.93 14.76 0.00 0.00 D. Krebs O.T.15.765 21.28 1.00 21.28 16.395 22.13 0.00 0.00 T. Rumsev 10.00 13.50 0.00 0.00 11.23 15.16 15.00 227.41 T. Rumsev O.T.15.00 20.25 0.00 0.00 16.845 22.74 0.00 0.00 D. Wood 14.26 19.25 0.00 0.00 14.83 20.02 0.00 0.00 D. Wood O.T.21.39 28.88 0.00 0.00 22.245 30.03 0.00 0.00 W. Haskell 11.50 15.53 0.00 0.00 11.97 16.16 8.00 129.28 W. Haskell O.T.17.25 23.29 0;00 0.00 17.955 24.24 0.00 0.00 P. Seelv 9.74 13.15 0.00 0.00 10.94 14.77 8.00 118.15 P. Seelv O.T.14.61 19.72 31.00 611.43 16.41 22.15 0.00 0.00 J.Lauper 6.75 9.11 0.00 0.00 6.75 9.11 0.00 o:oo J.Lauoer O.T.10.125 13.67 0.00 0.00 10.125 13.67 0.00 0.00 T. Ocello 5.75 7.76 32.00 248.40 6.75 9.11 8.00 72.90 T. Ocello O.T.8.625 ■11.64 0.00 0.00 10.125 0.00 0.00D. Corwin 10.86 14.66 0.00 0.00 11.30 15.26 20.00 305.10D. Conwin O.T.16.29 21.99 0.00 0.00 16.95 22.88 0.00 0.00A. Emery 8.82 11.91 28.50 339.35 9.17 12.38 4.00 49.52A. Emery O.T.13.23 17.86 0.00 0.00 13.755 18.57 0.00 0.00R. Ashley 8.82 11.91 0.00 0.00 9.17 ■ 12.38 20.00 247.59R. Ashley O.T.13.23 17.86 0.00 0.00 13.755 18.57 0.00 0.00J. Fuller 11.09 . 14.97 32.00 479.09 11.53 15.57 0.00 0.00J. Fuller O.T.16.635 22.46 0.00 0.00 17.295 23.35 0.00 0.00R. King 15.66 21.14 0.00 0.00 16.29 21.99 0.00 0.00R. King O.T.23.49 .31.71 0.00 0.00 24.435 32.99 0.00 0.00G. Seeley 11.24 15.17 0.00 0.00 12.63 17.05 0.00 0.00G. Seelev O.T.16.86 22.76 0.00 0.00 18.945 25.58 0.00 0.00M. Fuller 10.11 13.65 0.00 0.00 10.51 14.19 0.00 0.00M. Fuller O.T.15.165 20.47 0.00 0.00 15.765 21.28 0.00 0.00 Page 1 LPFijlp .A-XFALLCREEK96S J. Emrick 15.08 20.36 0.00 0.00 0.00 0.00 0.00 0.00 J.EmrickO.T.22.62 30.54 0.00 0.00 0.00 0.00 0.00 0.00 A. McFall 11.89 16.05 0.00 0.00 13.36 18.04 6.00 108.22 A. McFall O.T.17.835 24.08 0.00 0.00 20.040 27.05 0.00 0.00 W. Curtis 5.75 7.76 0.00 0.00 5.75 7.76 6.00 46.58 W, Curtis O.T.8.625 11.64 0.00 0.00 8.625 11.64 0.00 0.00 W. Happel 14.45 19.51 0.00 0.00 15.03 20.29 0.00 0.00 W. Happel O.T.21.675 29.26 0.00 0.00 22.545 30.44 0.00 0.00 K. Dzikiewicz 6.00 8.10 0.00 0.00 7.365 9.94 0.00 0.00 K. Dzikiewicz O.T.9.00 12.15 0.00 0.00 11.048 14.91 0.00 0.00 Total Payroll Hours 140.50 1962.09 0.00 1304.73 Total Contractor Hours -CAP PROJ 2480.00 528798.54 #24-12vd dump 33.75 n 0.00 0.00 #27 - 3 yd dump 20.25 28.00 567.00 #91 - loader 43.20 0.00 0.00 #98-12 yd dump 33.75 32.00 1080.00 #150-5 yd dump 27.00 0.00 0.00 #246 - 5 yd dump 27.00 0.00 0.00 #270 - John Deere Backhoe 310 .40.50 0.00 0.00 #10- pick up truck 13.50 13.00 175.50 #480 - 3/4 ton pickup 13.50 32.00 432.00 #167-Jet 33.75 0.00 0.00 #427 - Aqua Tech 47.25 6.00 283.50 Total Equipment 2538.00 Materials Unit TONS Material Trucking Total Crusher Run yards 0.00 4.25 2.50 6.75 0.00 #1 Stone 0.00 5.95 2.50 8.45 0.00 #2 Stone yards 0.00 5.95 2.50 8.45 0.00 Move Equipment 0 125.00 0.00 0.00 Total Materials - CAP PROJ 101968.73 Inventory Materials 0.00 Total Inventory Materials 0.00 Total Materials - CAP PROJ 101968.73 Total Materials 1 101968.73 Page 2 LPF:jlp -—.A 73h 4'y <^/^5:e^97 STORM SEWER from DEY TO YORK ALONG RTE13 50/50 SPLIT A8320 TOTAL COSTS TO DATE JETT AND NORTH END WATER 1999-complete Lastupdate12/3/99 Rate Plus $ 33,045.95 673.00 16,292.71 1999 1999 Rate 35% Fringe ''TOTAL HOURS GRAND TOTAL Ronald Cornell 90.00 90.00 64.00 5,760.00 Ashley, Roger 9.713 13.113 77.50 1,016.22 Ashley, Roger OT 14.570 19.669 0.00 0.00 Bleberich, N 18.788 25.364 0.00 0.00 Bieberich, N OT 28.182 38.045 2.50 95.11 Chester, Dave 7.500 10.125 0.00 0.00 Chester, Dave O.T.11.250 15.188 0.00 0.00 Corwin, Don 12.848 17.345 86.00 1,491.65 Corwin, Don OT 19.272 26.017 4.00 104.07 Curtis, William 8.524 11.507 4.00 46.03 Curtis, William OT 12.786 17.261 0.00 0.00 Emery, Arthur 9.713 13.113 0.00 0.00 Emery, Arthur OT 14.570 19.669 0.00 0.00 Happel, Walter 15.719 21.221 0.00 0,00 Happel, Waller OT 23.579 31.831 0.00 0.00 Haskell, William 12.583 16.987 30.00 609.61 Haskell, William OT 18.875 25.481 4.00 101.92 King, Ray 17.011 22.965 108.00 2,480.20 King, Ray OT 25.517 34.447 0.00 0.00 Lauper, James 9.354 12.628 '104.00 1,313.30 Lauper, James OT 14.031 18.942 0.00 0.00 Malison, Peter 0.000 0.000 0.00 0.00 Malison, Peter OT 0.000 0.000 0.00 0.00 McFall, Art 14.008 18.911 4.00 75.64 McFall, Art OT 21.012 28.366 0.00 0.00 MoFall, David '16.611 22.425 23.00 515.77 McFall, David OT 24.917 33.637 17.00 571.83 Nichols, Bobby 6.750 9.113 0.00 0.00 Nichols. Bobby OT 16.125 13.669 0.00 0.00 Ocello, Antonio 9.354 12.628 0.00 0,00 Ocello, Antonio OT 14.031 18.942 0.00 0.00 Rose, Joseph 7.725 10.429 0.00 0.00 Rose, Joseph OT 11.590 15.647 0.00 0.00 Rumsey, Timothy 12.770 17.240 50.00 861.98 Rumsey, Timothy OT 19.157 25.861 0.00 0.00 Seeley, George 13.259 17.900 0.00 0.00 Seeley, George OT 19.889 26.849 0.00 0.00 Seely, Peter 11.527 15.561 75.00 1,167.11 Seely, Peter OT 17.291 23.342 0.00 0.00 Thomas, Nick 6.750 9.113 20.00 182.25 Thomas, Nick O.T.10.125 13.669 0.00 0.00 Wood, Don 15.514 20.944 0.00 0.00 Wood, Don OT 23.271 31.416 0.00 0.00 Zavaski, David 16.140 21.789 0.00 0.00 Zavaski, David OT 24.210 32.684 0.00 n 0.00 673.00 16,292.71 STORM SEWER from DEY TO YORK ALONG RTE13 50/50 SPLIT A8320 JETT AND NORTH END WATER 1999 1999 Equipment 10,420.65 1999" 1999 Rate '(TOTAL HOURS 1999 GRAND TOTAL #12-Pick up #24 -12 yd Dump Truck 10 wheeler #27 -1 Ton Dump Truck #74 - Dozer #164-3 yd Dump Truck #136- Pickup #150-5 yd Dump Truck #246 - 5 yd Dump Truck #91 - Loader #448 - Loader #162-Skid Steer #98 • 12 yd Dump Truck 10 wheeler #270 - John Deere Backhoe 310 #385 - Backhoe . #480 n 3/4 Ton Pickup #498 n 1 Ton Pickup #199-Compressor #167-Jet #427 - Aqua Tech #146 -10 yd Dump Truck 10 wheeler #192 - 6" Centrifugal Pump #290 n 4" Centrifugal Pump #462 - 3" Centrifugal Pump #466 - 3" Centrifugal Pump #143-3yd Dump Truck #180-1/2 Ton Pickup #183 - Tractor w/ Trailer #479 - 4 X 4 Pickup #469 - Skid Loader #15-Pick up Hand Rods #17-5 yd Dump Truck #455 -1/2 4 X 4 pickup #22 - pickup #57 - trailer #284 - pick up #296 - camera truck TOTAL 13.50 0.00 0.00 33.75 8.00 270.00 20.25 66.00 1336.50 33.75 0.00 0.00 20.25 0.00 0.00 13.50 0.00 0.00 27.00 0.00 0.00 27.00 0.00 0.00 43.20 0.00 0.00 43.20 67.00 2894.40 A0.5Q 7.00 283.50 33.75 0.00 0.00 40.50 5.00 202.50 40.50 2.00 81.00 13.50 0.00 0.00 16.20 0.00 0.00 13.50 0.00 0.00 33.75 4.00 135.00 47.25 n 4.00 189.00 33.75 72.00 2430.00 16.20 0.00 0.00 12.50 0.00 0.00 10.00 0.00 0.00 10.00 0.00 0.00 20.25 0.00 0.00 13.50 111.00 1498.50 33.75 0.00 0.00 13.50 0.00 0.00 18.90 0.00 0.00 13.50 0.00 0.00 4.05 0.00 0.00 27.00 40.00 1080.00 13.50 0.00 0.00 13.50 1.50 20.25 5.00 0.00 0.00 13.50 0.00 0.00 0.00 0.00 10420.65 ./ STORM SEWER from DEY TO YORK ALONG RTE 13 50/50 SPLIT A8320 JETT AND NORTH END WATER 1999 199^apIta^rojeclMat^^5,792.59 Date Vendor 4/2/99 Johnny's Wholesale 4/13/99 VellanoBros 4/9/99 Zelser Wllbert Vault 7/30/99 JohnAasen 9/14/99 JC Smith 9/16/99 Johnny's Wholesale 9/13/99 Johnny's Wholesale 9/21/99 J C Smith 9/30/99 Seneca Supply 10/8/99 Ithaca Agway Description Cost Asbtract Date sure-Iok pipe 18" (20' @ $6.87) SDR 3515 15" (208' @ $5.85) 2'x2' Catch basin, frame & grate (6), frarne & c straw bales (120) perforated pipe 6" x 100' (2 # $117.30) catch basin 2'x2'x2' Cl Frame & Grate 2'X2' (2) mini excavator rental (9/13-9/17) cure & seal (5 gal) (3) 3# Conservation Mix (5), lawn starter 137.40 4/21/99 1216.8 4/21/99 2,785.00 04/21/99 180.00 08/10/99 234.60 10/08/99 100.00 10/8/99 446.00 10/8/99 495.00 11/5/99 140.25 10/21/99 57.54 11/05/99 STORM SEWER from DEY TO YORK ALONG RTE 13 50/50 SPLIT JETT AND NORTH END WATER ' 1999 1999 Consultants $ 540.00 HOURS COST TOTAL ABSTRACT DATE MIchealOcello 3/28 - 4/10 18.00 18.00 324.00 04/21/99 MIcheal Ocelio 4/11 - 4/24 12.00 18.00 216.00 04/21/99 0.00 '(22?> XPLANTCASCAD9798S PLANT TO CASCADILLA TOTAL $625,221.70 36" SEWER - A7757, A7787, A8057 $416,620.91 $208,600.79 1997 + 1998 1997 rate plus 1997 1997 1998 . rate plus 1998 1998 rate 35% fringe TOTAL HOURS GRAND TOTAL rate 35% fringe TOTAL HOURS GRAND TOTAL Ronald Cornell (Contractor)80.00 80.00 472.00 37760.00 80.000 80.00 278.00 22240.00 D. McFall 15.9 21.47 11.00 236.12 16.206 21.88 42.00 918.88 D. McFall O.T.23.85 32.20 0.00 0.00 24.309 32.82 2.00 65.63 D. Zavaski 16.44 20.84 173.00 3606.01 15.746 21.26 151.00 3209:82 D. Zavaski O.T.23.16 31.27 2.00 62.53 23.619 31.89 2.00 63.77 T. Rumsey 11.23 15.16 442.00 6700.94 12.459 16.82 242.00 4070.36 T. Rumsey O.T.16.845 22.74 25.00 568.52 18.6885 25.23 2.00 50.46 D. Wood 14.83 20.02 0.00 0.00 15.136 20.43 2.00 40.87 D. Wood O.T.22.245 30.03 0.00 0.00 22.704 30.65 0.00 0.00 W. Haskell 11.97 16.16 312.00 5041.76 12.276 16.57 236.00 3911.13 W. Haskell O.T.17.955 24.24 0.00 0.00 18.414 24.86 37.00 919.78 P. Seely 10.94 ^14.77 151.00 2230.12 11.246 15.18 258.00 3916.98 P. Seely O.T.16.41 22.15 0.00 0.00 16.869 22.77 36.00 819.83 J. Lauper 6.75 9.11 255.00 2323.69 9.126 12.32 167.50 2063.62 J. Lauper O.T.10.125 13.67 2.00 27.34 13.689 18.48 7.00 129.36 T. Ocello 6.75 9.11 201.50 1836.17 9.126 12.32 55.00 677.61 T.OcelloO.T.10.125 13.67 0.50 6.83 13.689 18.48 4.00 73.92 D. Conwin 11.30 15.26 282.00 4301.91 12.534 16.92 233.00 3942.57 D. Convin O.T.16.95 22.88 36.50 835.21 18.801 25.38 47.50 1205.61 Prince 0 0.00 0.00 0.00 0.000 0.00 92.00 0.00 A. Emery 9.17 12.38 448.50 5552.21 9.476 12.79 304.00 3888.95 A. Emery O.T.13.755 18.57 2.50 46.42 14.214 19.19 0.00 0.00 R. Ashley 9.17 12.38 0.00 0.00 9.476 12.79 98.00 1253.67 R. Ashley O.T.13.755 18.57 0.00 0.00 14.214 19.19 0.00 0.00 J. Fuller 11.53 15.57 170.00 2646.14 11.836 15.98 0.00 0.00 J. Fuller O.T.17.295 23.35 0:00 0.00 17.754 23.97 0.00 0.00 R. King 16.29 21.99 0.00 0.00 16.596 22.40 85.00 1904.39 R. King O.T.24.435 32.99 0.00 0.00 . 24.894 33.61 0.00 0.00 G. Seeley 12.63 17.05 308.50 5260.08 12.936 17.46 102.00 1781.29 G. Seeley O.T.18.945 25.58 33.50 856.79 19.404 26.20 8.50 222.66 M. Fuller 10.51 14.19 0.00 0.00 0.000 0.00 0.00 0.00 M. Fuller O.T.15.77 21.28 0.00 0.00 . 0.000 0.00 0.00 0.00 W. Curtis 5.75 7.76 19.00 147.49 8.316 11.23 31.50 353.64 W. Curtis O.T.8.63 11.64 0.00 0.00 12.474 16.84 0.00 0.00 A. McFall 13.36 18.04 4.00 72.14 13.666 18.45 40.50 747.19 A. McFall O.T.20.04 27.05 0.00 0.00 20.499 27.67 1.00 27.67 W. Happel 15.03 20.29 13.50 273.92 15.336 20.70 134.00 2774.28 Page 1 LPF:jlp XP L A N T C A S C A D 9 7 9 8 S W. Ha p p e l O . T . 22 . 5 4 5 30 . 4 4 0. 0 0 0. 0 0 23 . 0 0 4 31 . 0 6 2. 0 0 62 . 1 1 J. Ro s e 5. 7 5 7. 7 6 36 . 0 0 27 9 . 4 5 7. 0 0 0 9. 4 5 12 6 . 5 0 11 9 5 . 4 3 J. Ro s e O. T . 8. 6 2 5 11 . 6 4 40 . 0 0 46 5 . 7 5 10 . 5 0 0 14 . 1 8 0. 0 0 0. 0 0 B. Ni c h o l s 5. 7 5 7. 7 6 32 . 5 0 25 2 . 2 8 6. 7 5 0 9. 1 1 4. 2 5 38 . 7 3 B. Ni c h o l s O. T . 8. 6 2 5 11 . 6 4 0. 0 0 0. 0 0 10 . 1 2 5 13 . 6 7 0. 0 0 0. 0 0 P. Ma l i s o n 20 . 0 1 27 . 0 1 31 5 . 0 0 85 0 9 . 2 5 20 . 3 1 6 27 . 4 3 21 8 . 0 0 59 7 9 . 0 0 P. Ma l i s o n O. T . 30 . 0 1 5 40 . 5 2 1. 5 0 60 . 7 8 30 . 4 7 4 41 . 1 4 0. 0 0 0. 0 0 To t a l Pa y r o l l Ho u r s 33 1 8 . 0 0 52 1 9 9 . 8 5 27 7 1 . 2 5 46 3 0 9 . 2 1 To t a l Co n t r a c t o r Ho u r s -C A P PR O J 37 7 6 0 . 0 0 22 2 4 0 . 0 0 #2 4 -1 2 yd du m p 33 . 7 5 42 0 . 5 0 14 1 9 1 . 8 8 33 . 7 5 18 8 . 0 0 63 4 5 . 0 0 #2 7 - 3 yd du m p 20 . 2 5 31 8 . 5 0 64 4 9 . 6 3 20 . 2 5 18 7 . 0 0 37 8 6 . 7 5 #9 8 -1 2 yd du m p 33 . 7 5 22 0 . 5 0 74 4 1 . 8 8 33 . 7 5 40 . 0 0 13 5 0 . 0 0 #1 5 0 - 5 yd du m p 27 . 0 0 45 1 . 5 0 12 1 9 0 . 5 0 27 . 0 0 18 5 . 0 0 49 9 5 . 0 0 #4 5 5 - pi c k up 13 . 5 0 67 . 0 0 90 4 . 5 0 13 . 5 0 0. 0 0 0. 0 0 #7 4 - D6 H bu l l d o z e r 33 . 7 5 20 5 . 0 0 69 1 8 . 7 5 33 . 7 5 23 . 0 0 77 6 . 2 5 #1 3 6 - f u e l tr u c k 13 . 5 0 13 . 0 0 17 5 . 5 0 13 . 5 0 11 9 . 0 0 16 0 6 . 5 0 #1 7 9 - 5 yd du m p 27 . 0 0 8. 0 0 21 6 . 0 0 27 . 0 0 0. 0 0 0. 0 0 #2 1 - 5 yd du m p 27 . 0 0 80 . 0 0 21 6 0 . 0 0 27 . 0 0 O. C O 0. 0 0 #1 4 3 - 5 yd du m p 27 . 0 0 0. 0 0 0. 0 0 27 . 0 0 28 . 0 0 75 6 . 0 0 #1 6 4 - 5 yd du m p 27 . 0 0 36 . 0 0 97 2 . 0 0 27 . 0 0 65 . 0 0 17 5 5 00 #2 4 6 - 5 yd du m p 27 . 0 0 75 . 0 0 20 2 5 . 0 0 27 . 0 0 47 . 0 0 12 6 9 . 0 0 #3 6 4 - 5 yd du m p (S &F ) 27 . 0 0 8. 0 0 21 6 . 0 0 27 . 0 0 0. 0 0 0. 0 0 #1 7 - 5 yd du m p 27 . 0 0 0. 0 0 0. 0 0 27 . 0 0 77 . 0 0 20 7 9 . 0 0 #1 8 3 - d i e s e l tr a c t o r 33 . 7 5 16 . 0 0 54 0 . 0 0 33 . 7 5 8. 0 0 27 0 . 0 0 #2 7 0 - Jo h n De e r e Ba c k h o e 31 0 40 . 5 0 3. 0 0 12 1 . 5 0 40 . 5 0 43 . 0 0 17 4 1 . 5 0 #3 8 5 - Jo h n De e r e Ba c k h o e 71 0 40 . 5 0 24 . 0 0 97 2 . 0 0 40 . 5 0 10 5 . 0 0 42 5 2 . 5 0 #4 4 8 - lo a d e r 43 . 2 0 39 7 . 0 0 17 1 5 0 . 4 0 43 . 2 0 18 0 . 0 0 77 7 6 . 0 0 #9 1 - lo a d e r 43 . 2 0 0. 0 0 0. 0 0 43 . 2 0 33 . 0 0 14 2 5 . 6 0 #1 8 - pi c k u p 13 . 5 0 19 2 . 5 0 25 9 8 . 7 5 13 . 5 0 0. 0 0 0. 0 0 #1 2 - p l c k u o 13 . 5 0 O. C O 0. 0 0 13 . 5 0 11 6 . 5 0 15 7 2 . 7 5 #2 2 - pi c k u p 13 . 5 0 2. 0 0 27 . 0 0 13 . 5 0 43 . 0 0 58 0 50 #4 9 8 - pi c k u p 13 . 5 0 20 0 . 0 0 27 0 0 . 0 0 13 . 5 0 21 8 . 0 0 29 4 3 00 #1 8 0 - pi c k u p 16 . 2 0 0. 0 0 0. 0 0 16 . 2 0 91 . 0 0 14 7 4 20 #4 8 0 - 3/ 4 to n pi c k u p 13 . 5 0 30 3 . 0 0 40 9 0 . 5 0 13 . 5 0 25 0 . 0 0 33 7 5 00 #4 1 2 - g e n e r a t o r 10 . 0 0 26 . 0 0 26 0 . 0 0 10 . 0 0 0. 0 0 0. 0 0 #7 1 - ge n e r a t o r 10 . 0 0 21 . 0 0 21 0 . 0 0 10 . 0 0 0. 0 0 0. 0 0 #2 0 3 - ai r co m p r e s s o r (s a m e as 19 9 ) 13 . 5 0 10 . 0 0 13 5 . 0 0 13 . 5 0 13 . 0 0 17 5 . 5 0 #4 6 2 - 3" ce n t r i f u g a l pu m p 10 . 0 0 18 5 . 0 0 18 5 0 . 0 0 10 . 0 0 23 4 . 0 0 23 4 0 . 0 0 3" pu m p 10 . 0 0 Q. O O 0. 0 0 10 . 0 0 18 0 . 0 0 18 0 0 . 0 0 #4 6 6 - 3" ce n t r i f u g a l pu m p 10 . 0 0 18 5 . 0 0 18 5 0 . 0 0 10 . 0 0 23 4 . 0 0 23 4 0 . 0 0 #3 4 - cr a n e 33 . 7 5 12 . 0 0 40 5 . 0 0 33 . 7 5 0. 0 0 0. 0 0 Pa g e 2 LP F : j l p XPLANTCASCAD9798S >&F Gxcavalor 67.50 30.00 2025.00 67.50 0.00 0.00 t167-iet 33.75 4.00 135.00 33.75 4.00 135.00 ^427 Aqua Tech 47.25 11.00 519.75 47.25 36.50 1724.63 'otal Equipment 3524.50 89451.53 2748.00 58644.68 Materials Unit TONS Material Trucking Crusher Run yards 0.00 4.25 2.50 6.75 '1 Stone O.CO 5.95 2.50 n 8.45 t2 Stone yards 0.00 5.95 2.50 8.45 Aove Equipment 1 125.00 'otal Materials - CAP PROJ (as per attached sheet)190775.26 - 58724.82 nventory Materials r X 4" SDR-35 Tee Wyes 12 each 13.68 164.16 SDR-35 Wyes 12 each 3.57 42.84 r PVC X C.l. Soil Pipe Adapters 12 each 5.56 66.72 rx 5'0" C.l. Soil Pipe 60 feet 3.32 199.20 r c.l. Clean Out Cap w/brass pluq 12 each 7.10 85.20 1" Tyler EZ Rubbers 24 each 1.72 41.28 1" SDR-35 Pipe 29 feet 0.51 14.79 r X 45 degree SDR-35 Short Sweep 8 each 22.38 179.04 r X 22 1/2 degree SDR-35 Short Sweep 1 each 18.38 18.38 r X 45 degree SDR-35 St. Bend 11.00 each 2.00 22.00 k" X 22 1/2 degree SDR-35 St. Bend 1 each 1.97 1.97 r clay tile x 4" PVC 02-44NS Femco 1 each 20.65 20.65 r.clay tile x 4" PVC 02-64NS Femco 8 each 34.15 273.20 . • rACx4" PVC 51-44 Femco 1 each 3.82 3.82 rotal Inventory Materials -1997 1 1133.25 Total Inventory Materials -1998 0.00 Total Materials - CAP PROJ -1997 i 190775.26 Total Materials - CAP PROJ -1998 58724.82 Total Materials 250633.33 Page 3 LPF:jlp 1 1 SEWEKFUNDrROJKCTS | 606 Sewer Colleciion System Renovaii PO#Description Expenditure plant to cascadtUa 1997 + 1S^8 Amount Authorized $2000000.00 02/15/1997 Jeti Industries, Inc.A7782CarpCir f change order)l2' lapping sleeve and exc.38000.00 05/07/1997 AJ Vcl Aldi #7757 + more ^Trench Box & spreaders 6750.00 05/12/1997 Ronald Cornell Aldi #7757 Excavate Aldi Lot move excavator $125.125.00 05/15/1997 Seneca Supply Aldi #7757 Suction hose, strainer, 2" sub pump, hose 612.44 05/21/1997 Foster's Equipment Aldi #7757 flex plug -36" inflatable (sewer plug)1699.00 05/21/1997 Jefferson Concrete Corp Aldi #7757 Manhole base section, 3 risers, flat slab cover, a-lok 2973.79 05/21/1997 Seneca Supply Aldi #7757 + more hooks for trench l)ox 66.00 06/11/1997 Jefferson Concrete Aldi #7757 Manhole. 3 risers, flat slab, a-lok connector, lift devi 3308.00 06/11/1997 Landstrom Gravel Aldi #7757 Item #4 (534.2 ton)3151.78 06/11/1997 Seneca Supply Aldi #7757 suction hose, discharge hose, chain 229.85 06/16/1997 Ben Weitsman Aldi#7757 Plate 40/60 split - Aldi Job 1020.00 06/16/1997 Jones Water Supply Aldi #7757 5 ultra cor 36" gaskets 212.25 06/16/1997 Jones Water Supply Aldi #7757 468' 36" Ultra<or PVC pipe (13') - Uponor $30.15'14110.20 06/16/1997 Jones Water Supply Aldi #7757 390' 36" Ultra-cor PVC pipe (13') - Uponor $30.15'11758.50 06/16/1997 Jones Water Supply Aldi #7757 5 adapters $391.95 ea. (11758.50+1959.75)1959.75 06/16/1997 Seneca Supply Aldi #7757 2" submersible pump R400 285.00 06/23/1997 J.C. Smith (Aldi Job?)pipe target for laser 115.00 06/23/1997 Jefferson Concrete Corp.Aldi #7757 base section, 2 risers, slab cover,2 a-lok conns 2330.00 06/23/1997 Jones Water Supply Aldi #7757 130' 36" ultra-cor PVC pipe/2 manhole adapters 4703.40 07/14/1997 Landstrom Gravel Aldi #7757 Item #4 - 38.85 T 229.22 07/23/1997 Jefferson Concrete Aldi #7757 base section, 3 risers, 1 slab cover, 3 a-lock conn (2(1 2655.00 07/23/1997 Jefferson Concrete Aldi #7757 2 base section,3 risers. 2 slab covers, 2 a-lok conn, 2 3890.00 08/06/1997 Jones Water Supply Aldi #7757 1,456' Ultra-core PVC 36" Pipe Uponor, gaskets, ad 52937.40 09/04/1997 Ronald Cornell A7782 Carp Cir Community Gardens move excavator 100.00 09/11/1997 Landstrom Gravel Aldi #7757 112.28 T scr,l 17.15 T #2 @$6.25,606.83 T #2 $8.00 6860.07 09/29/1997 Jefferson Concrete A7782 Carp Cir 5 risers, base section, slab cover, a-lok connector 2930.00 09/29/1997 Johnson Boatyard Aldi #7757 Port-a-john chemcials 19.50 10/08/1997 Cayuga Landscape A7757 3 sophora japonica trees 38b.25 10/08/1997 Wickes lumber A7782 Carp Cir wickes label tape 1" x 30'10.88 10/23/1997 Seneca Supply A7757 suction hose • 20'108.75 10/23/1997 Agway A7782 Carp Cir 3" stiff wall scraper 4.48 10/23/1997 Benchmark A7782 Carp Cir 21.75 tons type 3 binder @32.45 705.79 10/23/1997 Jefferson ConCTeie A7782 Carp Cir MH #10 -base section, 2 risers, flat slab connectior i 2210.00 10/29/1997 Kirksway Farm Inc.A7757 50 bales straw - Carpenter circle add-on 200.00 11/03/1997 JC Smith A7757 Carpenter circle - farmers market 64.89 11/03/1997 Mazourek Farms A7757 29 knives - Carpenter cirlce add-on 20.88 11/20/1997 A^way A7757 25# Ithaca Blend 107.98 11/20/1997 Jefferson Concrete A7782 Carp Cir MH#10 base section, 2 risers, flat slab cover, 2 a-lok 2210.00 12/01/1997 Landstrom Gravel A7782 Carp Cir bank run, #1 & #2 stone 3105.47 f) Page 1 12/01/1997 ^andsirom Gravel \7782CarpCir 5ank ruM{2_stone _6931.31 413.38 12/01/1997 Apwav Darpenier Circle/Aid thaca Blend/suaw/lawn spreader 12/03/1997 Corlland Paving Co.A7782 Carp Cir 0 Whfplrr Dtimp Truck w/operator 5/8-6/4"6000.00 6/20/97 City of Ithaca A7782 Carp Cir r. Krantz hours -5.25 77.13 6/20/97 City of Ithaca A7782 Carp Cir T. Kraniz hours -57.50 844.68 6n.mi City of Ithaca Sewer Collection T. Kraniz hours -296 4348.24 1997 TOTAL 190775.26 n 04/09/1998 United Parcel Service 9 next day air J . 16.25 04/09/1998 JC Smith A7782 Carp Cir Hard hat liner 1 24.72 04/09/1998 Johnny's Wholesale A7782 Carp Cir Catch basin & frame • !976.00 04/09/1998 Zeiser Wilbert Vault A7782 Carp Cir manhole >612.00 04/16/1998 Jefferson Concrete A7782 Carp Cir Base, riser, cover, connector i 2090.00 05/05/1998 Bishops Home Center A7782 Carp Cir ruler |16.57 05/08/1998 Jones Water Supply Carpenter park pipe, manholes, pipe lube 1 5555.20 05/15/1998 Avanli International A7782 Carp Cir miilti grout cartridge j 19138 05/15/1998 Jefferson Concrete Corp.A7782 Carp Cir 2 base sections, 4 risers, 4 A-loks, 2 covers 1 4010.00 06/19/1998 Agway Farm & Home A7782 Carp Cir mason's hammer 31.49 06/19/1998 JC Smith A7782 Carp Cir gloves, tape measure 39.80 06/19/1998 Lewbro Ready Mix A7782 Carp Cir 2 yds 4000# w/#l stone concrete 201.00 06/19/1998 Paolangeli Contractor A7782 Carp Cir cr>nnp + operator f4 hrs) set manhole # 13 600.00 06/19/1998 Saunders Concrete A7782 Carp Cir 3 yards 4000# PSI #1 concrete 175.50 06/24/1998 Ben Weitsman A7782 Carp Cir #5 rebar, WWF 5' x 10' Mesh sheet 108.00 06/26/1998 JC Smith A7782 Carp Cir leather gloves 13.50 06/26/1998 Ronald Cornell A7782 Carp Cir 7 days dump truck rental (6/15-6/24)1050.00 06/30/1998 IrvinZ'D. Booth A7782 Carp Cir 2-4" double hub house trap, wye cap+ 12 gaskets 181.67 06/30/1998 Seneca supply A7782 Carp Cir trash pump suction/discharge hose, back braces 1210.25 07/01/1998 B.R. Dewitt. Inc.A7782 Carp Cir 20 yards 4000# test concrete 1220.00 07/01/1998 Cayuea Lumber A7782 Carp Cir vermiculite masonary fill - sewer laterals 17.98 07/01/1998 Fastenal A7782 Carp Cir patorade (14 gallons)39.84 07/01/1998 JC Smith A7782 Carp Cir rental - core drill machine/bandit core bit (1 day)115.00 07/01/1998 Jones Water Supply .A7782 Carp Cir 36" ultracore repair coupling (2), gasket (4)1845.60 • 07/01/1998 Sherwin Williams A7782 Carp Cir joint compound/pace setter assst.10.07 07/01/1998 Wickes Lumber . A7782 Carp Cir 2 X lO's and 2 X 6's 8530 07/06/1998 Ithaca Building Center A7782 Carp Cir mortar mix 13.70 07/08/1998 Empire Aireas A7782 Carp Cir safety glassses 21.64 07/08/1998 Johnny's Wholesale A7782 Carp Cir 2 catch basins, 2 frames + grates 1174.00 07/09/1998 Paolangeli Contractor A7782 Carp Cir 972.65 tons bank run gravel 4376.93 07/12/1998 Agway Farm & Home A7782 Carp Cir 1 roll 5 ml ix)ly film, 2 rolls 4 ml poly film 51.27 07/14/1998 Ben Weitsman A7782 Carp Cir 20 6x6x6/6 .5' x 10'160.00 07/17/1998 Jones Water Supply A7782 Carp Cir 2 repair couplings, 4 gaskets 1360.42 07/18/1998 B.R. Dewitt. Inc.A7782 Carp Cir 19 yards 4000# concrete 1189.00 07/20/1998 Rick's Rental World A7782 Carp Cir power Uowci rental 26.00 07/24/1998 Johnny's Wholesale A7782 Carp Cir 1 catch basin, 1 frame & grade 512.00 07/27/1998 Rick's Rental World A7782 Carp Cir 3500 PSI washer (Cornell Press) @ $55.00/day 110.00 Page 2 U7/2K/I998 b7/2'9/1998 llhaca building Center Bishops Rick's Rental World Wickes Lumber A7782 Carp Cir A7782 Carp Cir A7782 Carp Cir A7782 Carp Cir A7782 Carp Cir " A7782 Carp Cir morturnnx _ 4.57 twine with dispenser handle & level _ _i power trowel rental j 26.00 expansion ioints, lumber ! 205.74 07/29/1998 08/04/1998 08/05/1998 Rick's Rental World rental large airless (Cornell Press) 1/2 day 45.00 08/06/1998 Sherwin Williams mason crack fill,183.72 08/11/1998 Harry Osbome Co., Inc.Emery Epoxy 9 @ 3.5 gal (Cornell Press) .1529.55 08/17/1998 B.R. Dewitt, Inc.A7782 Carp Cir 19 yards 4000# concrete wail time $30.00 0.00 08/22/1998 Benchmark NY A7782 Carp Cir 335.03 T type 3 binder @28.86 - parking lot - (Com 9668.97 08/31/1998 Mazourek Farms A7782 Carp Cir 10 bales straw @ $2.00 20.00 09/01/1998 Saunders Concrete A7782 Carp Cir 16 yards 4000#PSI concrete $58.50+ I split load $;956.70 09/12/1998 Benchmark NY A7782 Carp Cir Type 3 binder, type 7 7120.60 10/05/1998 Paolanficli Contractor A7782 Carp Cir 81.44 T bank run gravel @ $2.50+ $2.10 delivery 374.62 11/30/1998 Ithaca Building Center A7782 Carp Cir 4 80# sakrete concrete mix I 16.76 11/30/1998 Seneca supply A7782 Carp Cir core drill & bit rental 1 day 75.00 07/28/2009 Whiimorc Fence A7782 Carp Cir reinstallation of 16' >5' high green vinyl chain fence 1982.00 6/23/98 JC Smith A7782 Carp Cir 12 leather palm gloves 1 18.96 6/29/98 Bishops A7782 Carp Cir twine with dispenser handle 8.08 7/1/98 Saunders Concrete A7782 Carp Cir 4000# PSI #1 stone (10 cubic yards-5 deliveries)735.00 04/01/1998 Landstrom Gravel A7782 Carp Cir 788.93 T #l+«2 delivered stone 6311.44 1998 TOTAL 58724.82 t 1 1 249500.08 1 249500.08 1 I ITHACA HIGH SCHOOL NORTH $260,216.29 24" SEWER MAIN JOB# A7941 ^ n if,ij kj y 1998 rate plus 1998-Tosh 1998-Tosh 1998 1998 1998 rate 35% fringe TOTAL HOURS GRAND TOTAL TOTAL HOURS GRAND TOTAL 07-Apr 08-Apr 13-Apr 17-Apr Ronald Cornell (Contractor^80.00 80.00 0.00 0.00 340.50 27240.00 8.00 8.00 9.50 9.00 Ronald Cornell Truck Rental 15.00 15.00 0.00 0.00 220.00 3300.00 10.00 10.00 D. McFall 16.206 21.878 0.00 0.00 2.00 43.76 D. McFall O.T.24.309 32.817 0.00 0.00 0.00 0.00 D. ZavaskI 15.746 21.257 0.00 0.00 107.00 2274.51 2.00 1.00 D. Zavaski O.T.23.619 31.886 0.00 0.00 0.00 0.00 T, Rumsev 12.459 16.820 0.00 0.00 158.00 2657.50 8.00 8.00 8.00 T. Rumsev O.T.16.689 25.229 0.00 0.00 8.50 214.45 2.50 W. Haskell 12.276 16.573 0.00 0.00 358.00 5932.99 8.00 8.00 7.00 8.00 W. Haskell O.T.18.414 24.859 0.00 0.00 71.00 1764.98 2.00 4.50 P. Seeiy 11.248 15.182 0.00 0.00 347.00 "5268.19 8.00 8.00 8.00 8.00 P. Seeiy O.T.16.869 22.773 0.00 0.00 26.00 592.10 2.50 G. Seeley 12.936 17.464 0.00 0.00 192.00 3353.01 G. Seeley O.T.19.404 26.195 0.00 0.00 83.00 2174.22 J. Lauper 9.126 12.320 0.00 0.00 295.00 3634.43 8.00 8.00 8.00 J. Lauper O.T.13.689 18.480 0.00 0.00 55.00 1016.41 8.00 2.00 2.50 T. Ocello 9.126 12.320 0.00 0.00 29.00 357.28 T. Ocello O.T.13.689 18.480 0.00 0.00 - 0.00 0.00 0. Corwin 12.534 16.921 0.00 0.00 126.00 2132.03 8.00 8.00 8.00 D. Conwin O.T.18.801 25.381 0.00 0.00 70.50 1789.39 2.50 A. Emery 9.476 12.793 0.00 0.00 283.00 3620.31 8.00 6.50 A. Emery O.T.14.214 19.189 0.00 0.00 4.00 76.76 2.00 R. Ashley 9.476 12.793 0.00 0.00 19.00 243.06 1.00 R. Ashley O.T.14.214 19.189 0.00 0.00 0.00 0.00 P. Malison 20,316 27.427 0.00 0.00 333.00 9133.06 8.00 8.00 8.00 P. Malison O.T.30.474 41.140 0.00 0.00 0.50 20.57 R. King 16.596 22.405 0.00 0.00 8.00 179.24 R. King O.T.24.894 33.607 0.00 0.00 0.00 0.00 D. Prince 6.820 11.907 0.00 0.00 203.00 2417.12 0. Prince O.T.13.230 17.861 0.00 0.00 6.00 107.16 W. Happel 15.336 20.704 0.00 0.00 81.50 1687.34 W. Happel O.T.. 23.004 31.055 0.00 o.oe 0.00 0.00 J. Rose 7.000 9.450 0.00 0.00 65.00 614.25 J. Rose O.T.10.500 14.175 0.00 0.00 8.50 120.49 B. Nichols 6.750 9.113 0.00 0.00 24.00 218.70 B. Nichols O.T.10.125 13.669 0.00 0.00 0.00 0.00 A. McFall 13.666 18.449 0.00 0.00 13.00 239.84 5.00 A. McFall O.T.20.499 27.674 0.00 0.00 1.00 27.67 W. Curtis W. Curtis O.T. 8.316 11.227 0.00 0.00 18.00 202.00 5.00 12.474 16.840 0.00 0.00 1.00 16.84 D. Wood 15.136 20.434 0.00 0.00 9.00 183.90 D. Wood O.T.22.704 30.650 0.00 0.00 0.00 0.00 Total Payroll Hours 0.00 0.00 3005.50 52313.64 Total Contractor Hours -CAP PROJ 0.00 30540.00 Page 1 LPFijlp (12- pick up 13.50 0.00 0.00 39.00 526.50 ^24 • 12 vd dump 10 wheeler 33.75 0.00 0.00 353.00 11913.75 8.00 8.00 8.00 8.00 ^27 -1 Ton dump 20.25 0.00 0.00 377.00 7634.25 8.00 8.00 8.00 8.00 •74 - Dozer 33.75 0.00 0.00 27.00 911.25 '164 - 3 vd dump 20.25 0.00 0.00 0.00 0.00 i136-Pickkup 13.50 0.00 0.00 26.00 351.00 1.00 '143-5 yd dump (2.5 T)27.00 0.00 0.00 0.00 0.00 1150 • S yd dump 27.00 0.00 0.00 339.00 9153.00 8.00 8.00 8.00 8.00 '246 - 5 yd dump 27.00 0.00 0.00 0.00 0.00 '91 - Loader 43.20 0.00 0.00 24.00 1036.80 "448 - Loader 43.20 0.00 0.00 368.00 15897.60 8.00 8.00 8.00 8.00 '162- Skid Steer 14.00 0.00 0.00 30.00 420.00 '98 -12 yd dump 10 wheeler 33.75 0.00 0.00 221.00 7458.75 '270-John Deere Backhoe 310 40.50 0.00 0.00 26.00 1053.00 '385 - Backhoe 40.50 0.00 0.00 0.00 0.00 '480 - 3/4 ton pickup 13.50 0.00 0.00 398.00 5373.00 8.00 8.00 10.00 10.00 (498 -1 Ton Pickup 16.20 0.00 0.00 394.00 6382.80 8.00 8.00 8.00 8.00 (199 Compressor 13.50 0.00 0.00 0.00 0.00 (167-Jet 33.75 0.00 0.00 2.00 67.50 (427-AQua Tech 47.25 0.00 0.00 17.00 803.25 5.00 (146 -10 yd dump 10 wheeier 33.75 0.00 0.00 0.00 0.00 (192 r 6" centrifugai pump 16.20 0.00 0.00 392.00 6350.40 8.00 8.00 10.00 10.00 (290 - 4" centrifugai pump 12.50 0.00 0.00 392.00 4900.00 8.00 8.00 10.00 10.00 (462 - 3" centrifugal pump 10.00 0.00 0.00 382.00 3820.00 8.00 8.00 10.00 10.00 (466 - 3" centrifugal pump 10.00 . 0.00 0.00 371.00 3710.00 8.00 8.00 n 10.00 10.00 Total Equipment 0.00 87762.85 3ravei 0.00 34.00 102.00 126.00 Crusher Run 0.00 22.00 (2 Stone 0.00 17.00 5.00 \i1aterlals Unit TONS Material Trucking Total Crusher Run 0 yards 0.00 5.50 0.00 5.50 0.00 3ravel 0 yards 0.00 4.25 0.00 4.25 0.00 (1 Stone 0 yards 0.00 5.95 0.00 5.95 0.00 (2 Stone (Landstrom Gravel)0 yards 0.00 6.25 0.00 6.25 0.00 (2 Stone (RMS Gravel)0.00 9.59 9.59 0.00 Total Non-inventorv Materials 0.00 Total Materials - CAP PROJ (see attached list)56323.84 nventorv Materials 'ortland Cement 6 bags 8.25 49.50 3" X 30" X 43" M/H Rings & Covers 6 each 302.00 1812.00 30" Ultra Rib PVC Pipe ETl (Jonesi 208 each 15 3120.00 Total Inventory Materials 4981.50 Total Non-lnventorv Materials 0.00 Total Materials - CAP PROJ 56323.84 Total Materials 1 1 61305.34 Page 2 LPF:jlp CAIMTAL inSNortli I'KOJECTS SUMMARY A7941 - - -- ... SICWKK FUND PROJIXTS 606 Sewer Colleciion System Rcnovai PO#Description Expenditure Amount Authorized $2000000.00 06/19/1998 Agway Farm & Home A7941 IHS North 12 straw bales 42.01 06/19/1998 ARway Farm & Home A7941 IHS North parts cleaning gas brush 5.38 09/16/1998 Agway Farm & Home A7941 IHS North straw bales, Ithaca blend, plant food 575.35 08/17/1998 B.R. Dewitl, Inc.A7941 IHS North 1 yd 4000# concrete + small load charge 121.00 06/04/1998 Bishops A794I IHS North knife, level, scraper 84.03 08/24/1998 Cayu^a Landscape Co., Inc.A7941 IHS North 2 days ental of suaw blower @ 100.00 per day 200.00 09/04/1998 Cayuga Landscape Co., Inc.A7941 IHS North rental of straw blowerfsplit with A7940)50.00 09/15/1998 Cayuga Landscape Co., Inc.A7941 IHS North rental of straw blower $ 15.00/hr.22.50 3/3/98 City of Ithaca A7941 IHS North T. Krantz hours 19.5 286.46 06/30/1998 Crispell Automotive A7941 IHS North port-a-john parts 110.48 05/08/1998 David Cornell A7941 IHS North Haul pipe forUponor 1400.00 09/10/1998 Fahs-Rolston Paving Corp.A7941 IHS North contractor paving 1875.00 06/19/1998 Irving D. Booth A7941 IHS North hub soil pipe, soil pipe baskets 152.51 05/04/1998 Ithaca Building Center A7941 IHS North Lumber IHS $17.60 17.60 08/12/1998 J. C. Smith A7941 IHS North magnesium extension handles 41.60 10/05/1998 J. C. Smith A7941 IHS North rental core dril machine, bandit core bit.blade. tape n 138.39 04/20/1998 JC Smith A7941 IHS North leather gloves 12.00 04/28/1998 JC Smith A7941 IHS North Gloves 10.50 04/28/1998 JC Smith A7941 IHS North Gloves 18.00 05/08/1998 JC Smith A794I IHS North wrench, gloves 18.83 05/08/1998 JC Smith A7941 IHS North misc tools 55.00 05/15/1998 JC Smith A7941 IHS North gloves 15.00 05/15/1998 JC Smith A7941 IHS North sling 53.56 06/04/1998 JC Smiili A7941 IHS North 1 dozen gloves 18.60 C^(M/1998 JC Smith A794I IHS North battery pack, rcchargcr 430.55 06/26/1998 JC Smith A7941 IHS North trash pump rental (Briggs)210.00 06/26/1998 JC Smith A7941 IHS North trash pump rental (Tsurmi)315.00 05/05/1998 Jefferson Concrete A7941 IHS North 2 base sections. 4 risers. 6 A-Ioks. 2 covers. 10 stens 4357.80 05/22/1998 Jefferson Concrete A7941 IHS North 2 base sections, 4 risers, 7 A-loks, 2 mandrel chrgs.2 4714.50 5/22/98 Jefferson Concrete A7941 IHS North 2 base sections, 4 risers, 5 A-loks. 2 covers 3695.60 l(y23/1998 Johnny's Wholesale A7941 IHS North Femco Coupling 12.00 0^1/1998 Jones Water Supply A794I IHS North 65' 30" ultra rib pvc pipe @28.75', 2 30" gaskets @ 1908.15 06/01/1998 Jones Water Supply A7941 IHS North 1 24" nylon ulua rib pvc cap gasket ioint 305.45 07/01/1998 Tones Water Supply A794I IHS North NYL 24" cap gasket joint caps (3)991.65 02A)4/1998 Lamson Vylon Pipe A794I IHS North 65* 36" PVC Pipe @ $42. (first leg Jetl leftover)2730.00 > 08AM/1997 -amson Vylon Pipe A794I IHS North 152* 36" PVC Pipe @ $36. /first leg Jctt leftover)5472.00 06/04/1998 Landstrom Gravel A7941 IHS North 91.41 tons #2 stone (delivered) $8.(X)731.28 08/01/1998 Landstrom Gravel A794I IHS North 39.39 tons #2 stone delivered ($8.{X))315.12 /( K a Page 1 08/10/1998 Lcbrow Ready Mix &_Suj){)ly Rick's Rental World _ A794^1HS Norib A7941 IHS North 10.50 yards concrete w/fibcrs . . _ 681 n ultra rib PVC jiii^ 012.19 ? MJj.adapim _ broadcast spreader rental 771-75. 8517.39 ""io.oo 04/28/1998 09/02/1998 09/11/1998 Rick's Rental-World rental broadcast seed spreader 2.00 05/15/1998 RMS Gravel A79£l IHS_Nor_^_ A7941 IHS North 169.24 tons Bank run gravel @$2.00 + $2.65/delivej Crusher run. Bank run, #2 stone 786.97 06/04/1998 RMS Gravel 5858.05 06/19/1998 A7941 IHS North 316.89 tons ff2 stone @$6.10-f freight $2.65 ton 2772.80 07/16/1998 RMS Gravel A7941 IHS North 41.12 tons bank run gravcl@ $2.00 + freight 191.21 09/01/1998 RMS Gravel A7941 IHS North 295.46 T #2 + 782.96 freight 2585.27 05/05/1998 Saunders Concrete A7941 IHS North concrete 153.00 06/19/1998 Satinders Concrete A7941 IHS North 2 yards 2000# PSI #12 concrete + split load charge 142.00 08/01/1998 Saunders Concrete A7941 IHS North I cy 4000# concrete $58.50 + solil load $30.00 88.50 05/08/1998 Senecasuoolv A794I IHS North hose, strainer, safety equipment 851.24 06/19/1998 Seneca Supply A7941 IHS North trash pump/laser rental holes strainer, suction hose, s 1847.50 07/01/1998 Wickes Lumber A7941 IHS North port-a-john parts 82.14 10/07/1998 Wickes Lumber A7941 IHS North S&F concrete mix, trowels, mortar mix, masonry pre 145.12 TOTAL FOR IHS NORTH A7941 56323.84 04/16/1998 Ronald Cornell A7941 IHS North 3/30-4/10 33 hrs. (2640 of 6480)2640.00 05/05/1998 Ronald Cornell A7941 IHS North Excavate 4/13-23,81.5 hrs.+9 days truck rental 7870.00 05/08/1998 Ronald Cornell A7941IHS North Excavate 4/27-5/8, 84 hrs.+7 days truck rental 7770.00 05/15/1998 Ronald Cornell A7941 IHS North Excavate 5/11-5/14,84 hrs.+4 days truck rental 3960.00 06/04/1998 Ronald Cornell A7941 IHS North cxcayating 5/18-5/28,80 hrs. & 2 days truck rental 5900.00 06/19/1998 Ronald Cornell A7941 IHS North 30 hrs 24" sewer 6/1-6/1 2400.00 1 30540.00 Page 2 (J0 ITHACA HIGH SCHOOL SOUTH $180,064.07 !1 24" SEWER MAIN JOB# A7940 1998 rate plus 1998-Tosh 1998-Tosh 1998 1998 1998 rate 35% fringe TOTAL HOURS GRAND TOTAL TOTAL HOURS GRAND TOTAL 29-Jun 30-Jun 01-Jul 05-Jul Ronald Cornell (Contractor)80.00 80.00 0.00 0.00 229.00 18320.00 11.00 11.00 10.00 10.00 Ronald Cornell Dump Truck Rental 15.00 15.00 70.00 1050.00 D. McFall 16.206 21.878 0.00 0.00 2.50 54.70 D. McFall O.T.24.309 32.817 0.00 0.00 0.00 0.00 0. ZavaskI 15.746 21.257 0.00 0.00 62.00 1317.94 D. ZavaskI O.T.23.619 31.886 0.00 0.00 0.00 0.00 T. Rumsey 12.459 16.820 0.00 0.00 61.50 1034.41 T. Rumsey O.T.18.689 25.229 0.00 0.00 0.00 0.00 W. Haskell 12.276 16.573 0.00 0.00 273.50 4532.61 11.00 11.00 10.00 10.00 W. Haskell O.T.18.414 24.859 0.00 0.00 34.50 857.63 P. Seely 11.246 15.182 0.00 0.00 223.00 3385.61 11.00 11.00 10.00 10.00 P. Seely O.T.16.869 22.773 0.00 0.00 11.00 250.50 G. Seeley 12.936 17.464 0.00 0.00 284.00 4959.66 11.00 11.00 G. Seeley O.T.19.404 26.195 0.00 0.00 65.50 1715.80 J. Lauper 9.126 12.320 0.00 0.00 275.00 3388.03 11.00 11.00 10.00 10.00 J. Lauper O.T.13.689 18.480 0.00 0.00 21.00 388.08 T. Ocello 9.126 12.320 0.00 •0.00 174.00 2143.70 11.00 11.00 10.00 10.00 T. Ocello O.T.13.689 18.480 0.00 0.00 2.00 36.96 D. Corwin 12.534 16.921 0.00 0.00 27.00 456.86 8.00 D. Corwin O.T.18.801 25.381 0.00 0.00 45.00 1142.16 A. Emery 9.476 12.793 0.00 0.00 99.00 1266.47 A. Emery O.T.14.214 19.189 0.00 0.00 0.00 0.00 R. Ashley 9.476 12.793 0.00 0.00 8.00 102.34 R. Ashley O.T.14.214 19.189 0.00 0.00 0.00 0.00 P. Malison 20.316 27.427 0.00 0.00 158.00 4333.40 11.00 11.00 10.00 P. Malison O.T.30.474 41.140 0.00 0.00 0.00 0.00 R. King 16.596 22.405 0.00 0.00 13.50 302.46 R. King O.T.24.894 33.607 0.00 0.00 0.00 0.00 D. Prince 8.820 11.907 0.00 0.00 222.00 2643.35 11.00 11.00 10.00 10.00 D. Prince O.T.13.230 17.861 0.00 0.00 0.00 0.00 W, Happel 15.336 20.704 0.00 0.00 12.00 248.44 W. Happel O.T.23.004 31.055 0.00 0.00 0.00 0.00 J. Rose 7.000 9.450 0.00 0.00 23.00 217.35 J. Rose O.T.10.500 14.175 0.00 0.00 11.00 155.93 B. Nichols 6.750 9.113 0.00 0.00 8.00 72.90 B. Nichols O.T.10.125 13.669 0.00 0.00 0.00 0.00 A. McFall 13.666 18.449 0.00 0.00 3.00 55.35 A. McFall O.T.20.499 27.674 0.00 0.00 0.00 0.00 W. Curtis 8.310 11.227 0.00 0.00 4.00 44.91 Page 1 LPF:jlp W. Cu r t i s O. T . 12 . 4 7 4 16 . 8 4 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 □. W o o d 15 . 1 3 6 20 . 4 3 4 0. 0 0 0. 0 0 2. 0 0 40 . 8 7 D. Wo o d O. T . 22 . 7 0 4 30 . 6 5 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 To t a l Pa v r o l l Ho u r s 0. 0 0 0. 0 0 21 2 5 . 0 0 35 1 4 8 . 4 2 To t a l Co n t r a c t o r Ho u r s -C A P PR O J 0. 0 0 18 3 2 0 . 0 0 #1 2 - pi c k up 13 . 5 0. 0 0 0. 0 0 13 . 0 0 17 5 . 5 0 #2 4 -1 2 vd du m p 10 wh e e l e r 33 . 7 5 0. 0 0 0. 0 0 24 2 . 0 0 81 6 7 . 5 0 11 . 0 0 11 . 0 0 10 . 0 0 10 . 0 0 #2 7 -1 To n du m p 20 . 2 6 0. 0 0 0. 0 0 20 7 . 0 0 41 9 1 . 7 5 11 . 0 0 11 . 0 0 10 . 0 0 10 . 0 0 #7 4 - Do z e r 33 . 7 5 0. 0 0 0. 0 0 46 . 0 0 15 5 2 . 5 0 #1 6 4 - 3 v d d u m p 20 . 2 5 0. 0 0 0. 0 0 4. 0 0 81 . 0 0 #1 3 6 - P i c k k u p 13 . 5 0 0. 0 0 0. 0 0 14 . 0 0 18 9 . 0 0 #1 5 0 - 5 yd du m p 27 . 0 0 0. 0 0 0. 0 0 23 5 . 0 0 63 4 5 . 0 0 11 . 0 0 11 . 0 0 10 . 0 0 10 . 0 0 #2 4 6 - 5 yd du m p 27 . 0 0 0. 0 0 0. 0 0 8. 0 0 21 6 . 0 0 #9 1 - Lo a d e r 43 . 2 0 0. 0 0 0. 0 0 25 . 0 0 10 8 0 . 0 0 #4 4 8 - Lo a d e r 43 . 2 0 0. 0 0 0. 0 0 23 7 . 0 0 10 2 3 8 . 4 0 11 . 0 0 11 . 0 0 10 . 0 0 10 . 0 0 #1 6 2 - Sk i d St e e r 14 . 0 0 0. 0 0 0. 0 0 49 . 0 0 68 6 . 0 0 #9 8 -1 2 yd du m p 10 wh e e l e r 33 . 7 5 0. 0 0 0. 0 0 11 2 . 0 0 37 8 0 . 0 0 11 . 0 0 11 . 0 0 10 . 0 0 10 . 0 0 #2 7 0 - Jo h n De e r e Ba c k h o e 31 0 40 . 5 0 0. 0 0 0. 0 0 21 . 0 0 85 0 . 5 0 #3 8 5 - Ba c k h o e 40 . 5 0 0. 0 0 0. 0 0 14 . 5 0 58 7 . 2 5 #4 8 0 - 3/ 4 to n pi c k u p 13 . 5 0 0. 0 0 0. 0 0 30 3 . 0 0 40 9 0 . 5 0 11 . 0 0 11 . 0 0 10 . 0 0 10 . 0 0 #4 9 8 -1 To n Pi c k u p 16 . 2 0 0. 0 0 0. 0 0 22 4 . 0 0 36 2 8 . 8 0 11 . 0 0 11 . 0 0 10 . 0 0 10 . 0 0 #1 9 9 Co m p r e s s o r 13 . 5 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 #1 6 7 - J e t 33 . 7 5 0. 0 0 0. 0 0 2. 0 0 67 . 5 0 #4 2 7 - A q u a Te c h 47 . 2 5 0. 0 0 0. 0 0 3. 0 0 14 1 . 7 5 #1 4 6 -1 0 yd du m p 10 wh e e l e r 33 . 7 5 0. 0 0 0. 0 0 0. 0 0 0; 0 0 #1 9 2 - 6" ce n t r i f u g a l pu m p 16 . 2 0 0. 0 0 0. 0 0 13 7 . 0 0 22 1 9 . 4 0 10 . 0 0 10 . 0 0 #2 9 0 - 4" ce n t r i f u g a l pu m p 12 . 5 0 0. 0 0 0. 0 0 15 9 . 0 0 19 8 7 . 5 0 11 . 0 0 11 . 0 0 10 . 0 0 10 . 0 0 #4 6 2 - 3" ce n t r i f u g a l pu m p 10 . 0 0 0. 0 0 0. 0 0 11 9 . 0 0 11 9 0 . 0 0 11 . 0 0 11 . 0 0 10 . 0 0 10 . 0 0 #4 6 6 - 3" ce n t r i f u g a l pu m p 10 . 0 0 0. 0 0 0. 0 0 11 9 . 0 0 11 9 0 . 0 0 11 . 0 0 11 . 0 0 10 . 0 0 10 . 0 0 To t a l Eq u i p m e n t 0. 0 0 52 6 5 5 . 8 5 Gr a v e l 0. 0 0 34 . 0 0 10 2 . 0 0 12 6 . 0 0 Cr u s h e r Ru n 0. 0 0 22 . 0 0 #2 St o n e 0. 0 0 17 . 0 0 5. 0 0 Ma t e r i a l s Un i t TO N S Ma t e r i a l Tr u c k i n g To t a l Cr u s h e r Ru n 0 ya r d s 0. 0 0 5. 5 0 0. 0 0 5. 5 0 0. 0 0 Gr a v e l 0 ya r d s 0. 0 0 4. 2 5 0. 0 0 4. 2 5 0. 0 0 #1 St o n e 0 ya r d s 0. 0 0 5. 9 5 0. 0 0 5. 9 5 0. 0 0 #2 St o n e (L a n d s t r o m Gr a v e l ) 0 ya r d s 0. 0 0 6. 2 5 0. 0 0 6. 2 5 0. 0 0 #2 St o n e (R M S Gr a v e l ) 0. 0 0 9. 5 9 9. 5 9 0. 0 0 To t a l No n - I n v e n t o r y Ma t e r i a l s 0. 0 0 To t a l Ma t e r i a l s - CA P PR O J (s e e at t a c h e d li s t ) 52 5 1 6 . 9 7 Pa g e 2 LP F : j I p Inventory Materials Portland Cement 6 bag 8.25 49.50 6 1/2" X 32" X 43" M/H Rinas & Covers 6 each 302.00 1812.00 Total Inventory Materials 1861.50 Total Noo'lnventory Materials 0.00 Total Materials - CAP PROJ 52516.97 Total Materials 54378.47 \ Page 3 LPF:jlp CAI'I TaV J'KOJICCrS i>UMMAKY ilissoutli A7940 -— - — ^ 4- isEWER FUND PROJECTS i 606 IScwcr Collection Syslcm Renovat P0«Description lExpenditure Amount Authorized $2000000.00 1 , 1 09/12/1998 Benchmark NY A7940 + A794I type 3 binder, type 7 ! 2586.52 10/01/1998 RMS Gravel A7940 + A794I 104.12T#2 slonc + 275.92 freight ! 911.05 07/12/1998 Agway Farm & Home A7940IHS South 20'chain 3/16" j 21.42 09/16/1998 Agway Farm & Home A7940 IHS South Ithaca blend, plant food ! 183 54 09/04/1998 Cayuga Landscape Co.. Inc.A7940 IHS South rental of straw blowerfsplit with A794I) i 50.00 10/27/1998 Ithaca Building Center A7940 IHS South 2 x6x 10(4), screws (250) ! 29.14 08/11/1998 J. C. Smith A7940 IHS South knee pads, edger/groover/safety step edger ! 50.65 10/26/1998 J. C. Smith A7940 IHS South rub stone 20 GR ! |842 07/24/1998 JC Smith 'A7940 IHS South nylon sling 2" X16 i 52.87 07/28/1998 JC Smith A7940 IHS South mortar pan/safety can | 58.94 07/15/1998 Jefferson Concrete A7940 IHS South 2 risers + covers, base section, 2 a-loks MH lO+11 ! 1057.80 07/22/1998 Jefferson Concrete A7940 IHS South 8 risers, 2 bascsec6ons.cover. 4 a-loks MH 9+10 i 3645.60 07/29/1998 Jefferson Concrete A7940 IHS South 5 risers, base section, cover, a-lok, 3 connectors ! 2204.00 06/19/1998 Jefferson Concrete Corp.A7940 IHS South MH W1 &8,2 base sections, 3 risers, 4 A-lok conneci 3415.60 08/04/1998 Johnny's Wholesale A7940 IHS South 6" feracoN12 to plastic ! 25.73 08/07/1998 Johnny's Wholesale A7940 IHS South 3 4" grade rings 75.00 08/01/1998 Landsirom Gravel A7940 IHS South 226.23 tons til stone delivered ($8.00)1809.84 7/28/98 Lcbrow Ready Mix A7940 IHS South 2 cy 4000# concctc + delivery 198.00 04/28/1998 MJ Pipe & Supply A7940IHS South 1404' ultra rib PVC pipe @ 12.19 + 10 MH adapter.17378.76 07/27/1998 MJ Pipe & Supply A7940 IHS South 89' 24" Ultraribpipe@12.19 1084.9107/16/1998 Ipaolangeli Contractor A7940 IHS South set MH #8 crane/operator 1 hr + 3 O.T.675.00 07/23/1998 Paolangeli ConU^ctor A7940 IHS South MH #9,2 hrs crane + 2 hrs O.T.650.00 07/28/1998 Paolangeli Contractor A7940 IHS South crane/operator4hrs@ 150/1 hrO.T. @175.775.00 08/06/1998 Paolangeli Contractor A7940 IHS South 106.07 tons bank run gravel from Newfield Gravel 477.32 07/27/1998 Piceirilli-Slavik & Vincent A7940 IHS South removal & replacement of gas line 2400.00 09/11/1998 Rick's Rental World A7940 IHS South rental broadcast seed spreader ,2.00 09/24/1998 Rick's Rental World A7940IHS South rental seed spreader.4.00 07/16/1998 RMS Gravel A7940 IHS South 63.95tOQS BRG @ $2.00 + 191.66 tons #2 stone + fr 1974.41 08/01/1998 RMS Gravel A7940 IHS South #2 stone 469.31 tons @ 6.10 + 1243.67 freipht 4106.46 08/01/1998 Saundcrs Concrete A7940 IHS South 8 cy 400# concrete @ $58.50 + 3 split load charges 558.00 09/01/1998 Sauoders Concrete A7940 IHS South 5 yds 4000# concrete @ 58.50 292.50 06/30/1998 Seneca supply A7940 IHS South suction hose 108.75 07/31/1998 Seneca Supply A7940 IHS South 4" trash pump rental, discharge + suction hoses, stra 902.00 08/04/1998 Wickes Lumber A7940IHS South expansion joints 28.71 09/01/1998 Wickes Lumber A7940 IHS South 2x4 4.05 11/07/1998 Benchmark NY A7940 IHS South 8.17 Type 6 32.50.29.86 Type .3 28.78 1124.90 11/01/1998 Saunders Concrete A7940 IHS South 26Y 4000# 58.50,11Y 4000+HiEarIv 61.75.11Y Fl 2920,75 11/03/1998 Wickes Lumber A7940 IHS South 14 expansion joints @3.19 44.66 12/14/1998 Rick's Rental World A7940 IHS South drop spreader rental 4.00 11/15/1998 Agway Farm & Home A7940 IHS South 25# Ithaca blend, 25# annual rye grass, lawn st^rcndc 93.28 Page 1 I i/'h/Tyya I2/0J/1998 01/14/1999 12/30/1998 02/02/1999 07/10/1998 Agway h'arin & Home University Sand & Gravel Agway Farm & Home Mazourck Farms JC Smith Ronald Cornell _A7y40 IHS South A7946'lH's'So'u"th A7940 ms Smith A7940IHS South A7940IHS South A7940 IHS South .^.P'l'j!^.T2^f^r.?.?5/Mthaca s[cdgc hammer 2511 Ithaca blend 63 straw bales (pick up 9/1+9/30/98) rental core drill machine + 5" bit - rented 6/15/98 TOTAL FOR IHS SOUTH A7940 72 hours 6/29-7/9 excavate up to MH -7 MM4 69.96 53.99 126.00- 115.00 52516.97 5760.00 7010.00 07/29/1998 Ronald Cornell A7940 IHS South 82 hrs. MH 7 -10 + 3 days 10 wheeler rental @ ISO. 07/29/1998 Ronald Cornell A7940 IHS South 41 hrs MH 10 + 11 + 4 days 10 wheeler rent @150 Ronald Cornell Ronald Cornell A7940 IHS South 20 hrs 24" sewer + MH 12 A7940 IHS South 14 hrs (6/24+6/25) 24" sewer 1600.00 1120.00 19370.00 Page 2 (n)XFALLA794498S FALL STREET SEWER $188,030.07 1 24" SEWER MAIN JOB# A7944 1996 rate plus 1998-Tosh 1998-Tosh 1998 1998 1998 rate 35% fringe TOTAL HOURS GRAND TOTAL TOTAL HOURS GRAND TOTAL 10-Aug 11-Aug 12-Aug 13-Aug Ronald Cornell (Contractor)80.00 80.00 0.00 0.00 249.00 19920.00 10.00 10.00 10.00 10.00 Ronald Cornell Truck Rental 15.00 15.00 0.00 0.00 0.00 0.00 D. McFall 16.206 21.878 0.00 0.00 0.00 0.00 D. McFall O.T.24.309 32.817 0.00 0.00 0.00 0.00 D. Zavaski 15.746 21.257 0.00 0.00 0.00 0.00 D. Zavaski O.T.23.619 31.886 0.00 0.00 0.00 0.00 T. Rumsey 12.459 16.820 0.00 0.00 193.00 3246.19 8.00 8.00 T. Rumsey O.T.18.689 25.229 0.00 0.00 1.00 25.23 W. Haskell 12.276 16.573 0.00 0.00 249.00 4126.58 10.00 10.00 8.00 10.00 W. Haskell O.T.18.414 24.859 0.00 0.00 16.50 410.17 P. Seely 11.246 15.182 0.00 0.00 266.00 4038.44 10.00 10.00 10.00 10.00 P. Seely O.T.16.869 22.773 0.00 0.00 6.00 136.64 G. Seeley 12.936 17.464 0.00 0.00 212.00 3702.28 10.00 10.00 10.00 10.00 G. Seeley O.T.19.404 26.195 0.00 0.00 27.50 720.37 5.00 J. Lauper 9.126 12.320 0.00 0.00 266.00 3277.15 10.00 10.00 10.00 10.00 J. Lauper O.T.13.689 18.480 0.00 0.00 14.00 258.72 T. Ocello 9.126 12.320 0.00 0.00 193.00 2377.78 8.00 8.00 8.00 T. Ocello O.T.13.689 18.480 0.00 0.00 0.00 0.00 D. Corwin 12.534 16.921 0.00 0.00 160.00 2707.34 0. Corwin O.T.18.801 25.381 0.00 0.00 20.50 520.32 A. Emery 9.476 12.793 0.00 0.00 17.00 217.47 A. Emery O.T.14.214 19.189 0.00 0.00 0.00 0.00 R. Ashley 9.476 12.793 0.00 0.00 168.00 2149.16 R. Ashley O.T.14.214 19.189 0.00 0.00 1.00 19.19 P. Malison 20.316 27.427 0.00 0.00 153.00 4196.27 8.00 P. Malison O.T.30.474 41.140 0.00 0.00 0.00 0.00 R. Kinp 16.596 22.405 0.00 0.00 172.00 3853.59 R. King O.T.24.894 33.607 0.00 0.00 1.50 50.41 D. Prince 8.820 11.907 0.00 0.00 145.00 1726.52 10.00 10.00 10.00 10.00 D. Prince O.T.13.230 17.861 0.00 0.00 0.00 0.00 W. Happel 15.336 20.704 0.00 0.00 6.50 134.57 6.50 W. Happel O.T.23.004 31.055 0.00 0.00 0.00 0.00 J. Rose 7.000 9.450 0.00 0.00 9.50 89.78 6.50 3.00 J. Rose O.T.10.500 14.175 0.00 0.00 0.00 O.OO B. Nichols 6.750 9.113 0.00 0.00 0.00 0.00 B. Nichols O.T.10.125 13.669 0.00 0.00 0.00 0.00 A. McFall 13.666 18.449 0.00 0.00 7.00 129.14 A. McFall O.T.20.499 27.674 0.00 0.00 0.00 0.00 W. Curtis 8.316 11.227 0.00 0.00 7.00 78.59 W. Curtis O.T.12.474 16.840 0.00 0.00 0.00 0.00 D. Wood 15.136 20.434 0.00 0.00 0.00 0.00 D. Wood O.T.22.704 30.650 0.00 0.00 0.00 0.00 Page 1 LPF:jlp XFALLA794498S Total Payroll Hours 0.00 0.00 2312.00 38191.90 •• Total Contractor Hours -CAP PROJ 0.00 19920.00 #180 - Dick up 13.5 0.00 0.00 166.00 2241.00 #24- 12 yd dumo 10 wheeler 33.75 0.00 0.00 262.00 8842.50 10.00 10.00 10.00 10.00 #27 -1 Ton dump 20.25 0.00 0.00 242.00 4900.50 10.00 10.00 #74 - Dozer 33.75 0.00 0.00 0.00 0.00 #164 - 3 yd dumo 20.25 0.00 0.00 0.00 0.00 #136 - PickkuD 13.50 0.00 0.00 0.00 0.00 #17-5 yd dumo 27.00 0.00 0.00 170.00 4590.00 #150-6 yd dump 27.00 0.00 0.00 262.00 7074.00 .10.00 10.00 10.00 10.00 #246 -5 yd dump 27.00 0.00 0.00 0.00 0.00 #91 - Loader 43.20 0.00 0.00 0.00 0.00 #448 - Loader 43.20 0.00 0.00 256.00 11059.20 10.00 10.00 10.00 #162- Skid Steer 14.00 0.00 0.00 136.00 1904.00 #98- 12 yd dump 10 wheeler 33.75 0.00 0.00 118.00 3982.50 10.00 10.00 10.00 #270 - John Deere Backhoe 310 40.50 0.00 0.00 150.00 6075.00 #385 - Backhoe 40.50 0.00 0.00 32.00 1296.00 10.00 #480 - 3/4 ton pickup 13.50 0.00 0.00 256.00 3456.00 10.00 10.00 10.00 10.00 #498-1 Ton Pickup 16.20 0.00 0.00 284.00 4600.80 10.00 10.00 10.00 10.00 #199 Compressor 13.50 0.00 0.00 0.00 0.00 #167-Jet 33.75 0.00 0.00 0.00 0.00 #427 - Aqua Tech 47.25 0.00 0.00 7.00 330.75 #146-10 yd dump 10 wheeler 33.75 0.00 0.00 0.00 0.00 #192 - 6" centrifugal pump 16.20 . 0.00 0.00 0.00 0.00 #290 • 4" centriftjgal pump 12.50 0.00 0.00 0.00 0.00 #462 - 3" centrifugal pump 10.00 0.00 0.00 20.00 200.00 10.00 10.00 #466 - 3" centrifugal pump 10.00 0.00 0.00 0.00 0.00 Total Equipment 0.00 60552.25 Gravel 0.00 34,00 102.00 126.00 Cnjsher Run 0.00 22.00 #2 Stone 0.00 17.00 5.00 Materials Unit TONS Material Trucking Total Crusher Run 0 yards 0.00 5.50 0.00 5.50 0.00 Gravel 0 yards 0.00 4.25 . 0.00 4.25 0.00 #1 Stone 0 yards 0.00 5.95 0.00 5.95 0.00 #2 Stone (Landstrom Gravel)0 yards 0.00 6.25 0.00 6.25 0.00 #2 Stone (RMS Gravel) .0.00 9.59 9.59 0.00 Portland Cement 7 bag 8.25 57.75 Total Non-Inventory Materials 57.75 Total Materials - CAP PROJ (see attached list)45794.60 Inventory Materials 6 1/2" X 32" X 43" M/H Rinas & Covers 7 each 302.00 2114.00 materials for service repair 0 each 0 954.23 Page 2 LPF:jlp Y XFALLA794498S Total Inventory Materials Total Non-Inventory Materials Total Materials - CAP PROJ Total Materials 3068.23 57.75 45794.60 48920.58 \ Page 3 LPFrjIp t f (> Falls98 CAPITAL PROJECTS SUMMARY Falls Street Sewer A7944 1 SEWER FUND PROJECTS I ' ' 606 Sewer Collection System Renovati POU Description Expenditure Amount Authorized $2000000.00 09/16/1998 Afiway Farm & Home A7944 Falls Street 3 threaded plugs, teflon tape 2.14 10/02/1998 Cayuea Lumber.A7944 Falls Street concrete mix (2)7.18 09/30/1998 Ithaca Building Center A7944 Falls Street 80# mortar mix 4.57 10/27/1998 Ithaca Building Center A7944 Falls Street mortar mix 4.57 08/18/1998 J. C. Smith A7944 Falls Street 12 leather palm gloves 18.96 08/26/1998 J. C. Smith A7944 Falls Street 1 level book, 2 road rakes, 1 tape measure 83.78 10/05/1998 J. C. Smith A7944 Falls Street storm sewer repair pipe 8 lengths 18" @ $146.60 1172.80 09/03/1998 Johnny's Wholesale A7944 Falls Street 13' 15" SDR PVC pipe 92.82 09/25/1998 Johnny's Wholesale A7944 Falls Street 13* 15" SDR 35 Pipe @$7.14 92.82 08/07/1998 Jones Water Supply A7944 Falls Street 2 24" repair couplings 885.10 04/16/1998 MJ Pipe & Supply A7944 Falls Street 255* 24" Ultraribpipc® 12.19 3108.45 07/27/1998 MJ Pipe & Supply A7944 Falls Street 262' 24" Ultraribpipe@12.19+ 4 adapters @$24 3289.78 08/17/1998 MJ Pipe & Supply A7944 Falls Street 351' 24" ultra rib pipe @12.19 +6 MH adapters @ ^4422.69 08/27/1998 MJ Pipe & Supply A7944 Falls Street 351' 24" ultra rib PVC pipe 12 adaptors (2 special)4836.69 10/05/1998 Paolangeli Contractor A7944 Falls Street 127.92 T bank run gravel @ $2.50 +$2.10 delivery 588.43 10/06/1998 Paolangeli Contractor A7944 Falls Street 2227.51 T bank run gravel @ $2.50 +$2.10+ tiucki 10981.40 10/16/1998 Regina McGriff A7944 Falls Street replace fill valve anti siphon 49.10 08/16/1998 RMS Gravel A7944 Falls Street 105.57 tons #2 stone @6.10 +279.76 freight 923.74 09/01/1998 RMS Gravel A7944 Falls Street 101.82T#2 + 269.81 freight 890.91 09/15/1998 RMS Gravel A7944 Falls Street 123.20 T #2 Stone @ $6.10f$326.49 freight 1078.01 09/01/1998 Saunders Concrete A7944 Falls Street 3 yds 4000# concrete @58.50 + 2 splits @ 30.00 235.50 10/01/1998 Saundcrs Concrete A7944 Falls Street 2 yds 4000# concrete @58.50 + 2 split loads $30.00 177.00 10/01/1998 Saunders Concrete A7944 Falls Street 8 Y 4000# concrete @$58.50 + 2 splits @$30.00 528.00 09/30/1998 Seneca supply A7944 Falls Street rental pipe laser 9/8-9/16 220.00 09/30/1998 Seneca Supply A7944 Falls Street core machine rental -1 day 45.00 09/01/1998 Vellano Bros.A7944 Falls Street 26* 24" SDR35 PVC Pipe (emergency pickup)451.10 09/01/1998 Wickes Lumber A7944 Falls Street 2 sheeets plywood @27.19 54.38 c 07/15/1998 Zeiser Wilben Vault A7944 Falls Street MH 1.2.3+4 4077.00 08/20/1998 Zciser Wilben Vault A7944 Falls Street 1 ft. Man Hole section (for #5)239.00 09/15/1998 Zeiser Wilbert Vault •A7944 Falls Street Manhole #3 addiUon, + MH #5. MH #6 2146.50 09/16/1998 Zeiser Wilben Vault A7944 Falls Street MH #7,6' covcr3 MH sections 1927.00 10/24/1998 Benchmark N.Y. Inc.A7944 Falls Street 107.18 type 3 @28.78 (S&F)3084.64 11/15/1998 Agway Farm & Home A7944 Falls Street 6 bales straw 21.55 11/15/1998 Agway Farm & Home A7944 Falls Street 25# Ithaca blend 53.99 SUB TOTAL FOR FALLS STREET 45794.60 Page 1 EAST FALL STREET A8340 200-300 BLOCK EAST FALL STREET TOTAL COSTS TO DATE 24" SEWERMAIN start 6/14/99 ^(c (oh $ ,97,75T:fr' 1,658.00 Rate Plus -1999 1999 Rate 35% Fringe "•TOTAL HOURS GRAND TOTAL _ ^ Ronald Cornell 90.00 90.00 148.00 13,320.00 Ashley, Roger 9.713 13.113 122.00 1,599.73 Ashley, Roger OT 14.570 19.669 0.00 0.00 Bleberich, N 0.000 0.000 0.00 0.00 Bieberich, N OT 0.000 0.000 0.00 0.00 Chester, Dave 8.820 11.907 8.00 95.26 Chester, Dave OT.13.230 17.861 0.00 0.00 Corwin, Don 12.848 17.345 117.00 2,029.34 Corwin, Don OT 19.272 26.017 24.00 624.41 Curtis, William 8.524 11.507 32.00 368.24 Curtis, William OT 12.786 17.261 0.00 0.00 Emery, Arthur 9.713 13.113 139.50 1,829.20 Emery, Arthur OT 14.570 19.669 4.00 78.68 Haskell, William 12.583 16.987 113.00 1,919.54 Haskell, William OT 18.875 25.481 25.00 637.01 King, Ray 17.011 22.965 48.00 1,102.31 King, Ray OT 25.517 34.447 0.00 0.00 Lauper, James 9.354 12.628 151.00 1,906.81 Lauper, James OT 14.031 18.942 31.00 587.20 McFall, Art 14.008 18.911 27.00 510.59 McFall, Art OT 21.012 28.366 8.00 226.93 McFall, David 16.611 22.425 24.00 538.20 McFall. David OT 24.917 33.637 8.00 269.10 Nichols. Bobby 6.750 9.113 0.00 0.00 Nichols, Bobby OT 10.125 13.669 0.00 0.00 Ocello, Antonio 9.354 12.628 8.00 101.02 Ocello, Antonio OT 14.031 18.942 0.00 0.00 Rose, Joseph 7.725 10.429 64.00 667.44 Rose, Joseph OT 11.590 15.647 8.00 125.17 Rumsey, Timothy 12.770 17.240 90.00 1,551.56 Rumsey, Timothy OT 19.157 25.861 0.00 0.00 Seeley, George 13.259 17.900 98.00 1,754.17 Seeiey, George OT 19.889 26.849 25.00 671.24 Seely, Peter 11.527 15.561 133.00 2,069.67 Seely, Peter OT 17.291 23.342 0.00 0.00 Thomas, Nick 6.750 9.113 64.00 583.20 Thomas, Nick O.T.10.125 13.669 8.00 109.35 Wood, Don 15.514 20.944 0.00 0.00 Wood, Don OT 23.271 31.416 0.00 0.00 Zavaski, David 16.140 21.789 128.50 2,799.89 Zavaski, David OT 24.210 32.684 2.00 65.37 1,658.00 38,140.61 iJ) t • EAST FALL STREET A8340 200-300 BLOCK EAST FALL STREET 24" SEWERMAIN 1999 Eauipment $36,050.45 1999- Rate 1999 1999 • (TOTAL HOURS GRAND TOTAL #12 - Pick up 13.50 10.00 135 #24 -12 yd Dump Truck 10 wheeler 33.75 128.00 4320.00 #27 -1 Ton Dump'Truck 20.25 16.00 324.00 #74 - Dozer 33.75 0.00 0.00 #164 - 3 yd Dump Truck 20.25 59.00 1194.75 #136 - Pickup 13.50 119.00 1606.50 #150 - 5 yd Dump Truck 27.00 69.00 1863.00 #246 - 5 yd Dump Truck 27.00 9.00 243.00 #91 - Loader 43.20 3.50 151.20 #448 - Loader 43.20 140.00 6048.00 #162-Skid Steer 40.50 40.00 1620.00 #98 -12 yd Dump Truck 10 wheeler 33.75 0.00 0.00 #270 - John Deere Backhoe 310 40.50 67.00 2713.50 #385 - Backhoe 40.50 64.00 2592.00 #480 - 3/4 Ton Pickup 13.50 120.00 1620.00 #498 -1 Ton Pickup 16.20 100.00 1620.00 #199-Compressor 13.50 0.00 0.00 #167-Jet 33.75 0.00 0.00 #427 - Aqua Tech 47.25 16.00 756.00 #146 -10 yd Dump Tnjck 10 wheeler ' 33.75 136.00 4590.00 #192 - 6" Centrifugal Pump 16.20 0.00 0.00 #290 - 4" Centrifugal Pump 12.50 0.00 0.00 #462 - 3" Centrifugal Pump 10.00 0.00 0.00 #466 - 3" Centrifugal Pump 10.00 0.00 0.00 #143 - 3yd Dump Truck 20.25 0.00 0.00 #180 -1/2 Ton Pickup 13.50 144.00 136.00 #183 - Tractor w/ Trailer 33.75 0.00 0.00 #479 - 4 X 4 Pickup ^13.50 0.00 0.00 #469 - Skid Loader 18.90 10.00 189.00 #15 - Pick up 13.50 37.00 499.50 Hand Rods 4.05 0.00 0.00 #17 - 5 yd Dump Truck 27.00 122.00 3294.00 #455 -1/2 4 X 4 pickup 13.50 0.00 0.00 #22 - pickup 13.50 22.00 297.00 #257 - trailer 5.00 16.00 80.00 #284 - pick up 13.50 8.00 108.00 #296 - camera truck 25.00 2.00 50.00 TOTAL 36050.45 EAST FALL STREET A8340 200-300 BLOCK EAST FALL STREET 24" SEWERMAIN 199^a£ita^^Projec^alena! ,o« V date Vendor 10/14/98 MJ Pipe Co 12/21/98 ZeiserWilbert Vault, Inc. BR Dewitt 6/10/99 MJ Pipe Co 6/10/99 MJ Pipe Co JC Smith 7/1 /99 Saunders Concrete 7/9/99 MJ Pipe Co 8/1/99 Saunders Concrete 9/17/99 BR Dewitt 10/4/99 Ithaca Building Center Description Cost 96* 24" PVC Pipe @ $12.19 + 8 gaskets 1282.24 MH8,9 + 10 3,149.00 one yard concrete 124.89 273' 24"Ultra Rib PVC Pipe 36" coupiinj 3,327.87 4 ea 24" speical m/hole adaptors 204.00 1 ea plumb bob, 1 ea gammon reel 26.47 9.50 yds concrete 117.75 325* 24" PVC Pipe 3,961.75 1 cy concrete 191.63 3.5 CY 400# #1 ($64.89) + min load ($4C 267.12 2x4x10,2x4x8 18.76 Asbtract Date 01/06/1999 01/25/1999 07/12/1999 07/12/1999 07/12/1999 07/12/99 07/21/99 08/10/99 08/20/99 10/08/99 10/21/99 10/26/99 TOTAL Inventory Materials 24" Ultra Rib PVC Pipe (745") capital project charge 6 1/2"x 30" X 43" M/H Frame & Cover (2 @ $304.42) 4" X 30" Grade Rings (2 @ $25.) Materials credited back to Inventory 608.82 50.00 1,498.29 12,202.01 EAST FALL STREET A8340 200-300 BLOCK EAST FALL STREET 24" SEWERMAIN 1999 Consultants $729.73 HOURS COST TOTAL ABSTRACT DATE Erik Whitney 5/16/99 - 6/12/99 Erik Whitney 6/13/9-7/10/99 Erik Whitney 7/11/99 - 8/7/99 Erik Whitney 8/8/99 - 9/4/99 18.25 11.875 5.25 0.75 36;125 20.20 20.20 20.20 20.20 368.65 239.88 106.05 15.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 729.73 07/21/99 LAKE STREET - GUN SHOP HILL 24" SEWER MAIN G8121-5435 10/13-11/18/98 1998 Work Order #A8074 $ 86,331.40 $ 23,044.66 Rate Plus -1998 1998 Rate 35% Fringe TOTAL HOURS GRAND TOTAL Ronald Cornell 90.00 90.00 142.00 12,780.00 Ashley, Roger 9.476 12.793 104.00 1,330.43 Ashley, Roger OT 14.214 19.189 0.00 0.00 Corwin, Don 12.534 16.921 96.00 1,624.41 ConA/in, Don OT 18.801 25.381 5.50 139.60 Curtis, William 8.316 11.227 3.00 33.68 Curtis, William OT 12.474 16.840 0.00 0.00 Emery, Arthur 9.476 12.793 2.00 25.59 Emery, Arthur OT 14.214 19.189 0.00 0.00 Happel, Walter 15.336 20.704 2.00 41.41 Happei, Walter OT 23.004 31.055 0.00 0.00 Haskell, William 12.276 16.573 0.00 0.00 Haskell, William OT 18.414 24.859 0.00 0.00 SB 16.596 22.405 80.00 1,792.37 King, Ray OT 24.894 33.607 0.00 0.00 Lauper, James 9.126 12.320 96.00 1,182.73 Lauper, James OT 13.689 18.480 0.00 0.00 Malison, Peter 20.316 27.427 24.00 658.24 Malison, Peter OT 30.474 41.140 0.00 0.00 McFall, Art 13.666 18.449 3.00 55.35 McFall, Art OT 20.499 27.674 0.00 0.00 McFall, David 16.206 21.878 0.00 0.00 McFall, David OT 24.309 32.817 0.00 0.00 Nichols, Bobby 6.750 9.113 0.00 0.00 Nichols, Bobby OT 10.125 13.669 0.00 0.00 Ocello, Antonio 9.126 12.320 99.00 1,219.69 Ocello, Antonio OT 13.689 18.480 0.00 0.00 Rose, Joseph 7.000 9.450 2.00 18.90 Rose, Joseph OT 10.500 14.175 0.00"0.00 12.459 16.820 77.00 1,295.11 Rumsey, Timothy OT 18.688 25.229 0.00 0.00 Seeley, George 12.936 17.464 0.00 0.00 Seeley, George OT 19.404 26.195 0.00 0.00 Seely, Peter 11.246 15.182 53.00 804.65 Seely, Peter OT 16.869 22.773 0.00 0.00 Wood, Don 15.136 20.434 0.00 0.00 Wood, Don OT 22.704 30.650 0.00 0.00 Zavaski, David 15.746 21.257 2.00 42.51 Zavaski, David OT 23.619 31.886 0.00 0.00 /\lso check for S & F manpower 790.50 23,044.66 LAKE STREET - GUN SHOP HILL 24" SEWER MAIN 1998 $ 17,330.60 Rate Plus - Rate 35% Fringe ' 1998 ■TOTAL HOURS 1998 GRAND TOTAL #12 - Pick up 13.50 0.00 0 #24 -12 yd Dump Truck 10 wheeler 33.75 104.00 3510.00 #27 -1 Ton Dump Truck 20.25 0.00 0.00 #74 - Dozer 33.75 0.00 0.00 #164 - 3 yd Dump Truck 20.25 0.00 0.00 #136 - Pickup 13.50 0.00 0.00 #150 - 5 yd Dump Truck 27.00 72.00 ■ 1944.00 #246 - 5 yd Dump Truck 27.00 8.00 216.00 #91 - Loader 43.20 0.00 0.00 #448 - Loader 43.20 104.00 4492.80 #162-Skid Steer 40.50 0.00 0.00 #98 -12 yd Dump Truck 10 wheeler 33.75 0.00 0.00 #270 - John Deere Backhoe 310 ■40.50 8.00 324.00 #385 - Backhoe 40.50 72.00 2916.00 #480 - 3/4 Ton Pickup 13.50 40.00 540.00 #498 -1 Ton Pickup 16.20 0.00 0.00 #199 - Compressor 13.50 0.00 0.00 #167-Jet 33.75 0.00 0.00 #427 - Aqua Tech 47.25 0.00 0.00 #146 -10 yd Dump Truck 10 wheeler 33.75 64.00 2160.00 #192 - 6" Centrifugal Pump 16.20 0.00 0.00 #290 - 4" Centrifugal Pump 12.50 0.00 0.00 #462 - 3" Centrifugal Pump 10.00 0.00 0.00 #466 - 3" Centrifugal Pump 10.00 0.00 0.00 #143 - 3yd Dump Truck 20.25 32.00 648.00 #180 -1/2 Ton Pickup 13.50 56.00 56.00 #183 - Tractor w/ Trailer 33.75 8.00 270.00 #479 - 4 X 4 Pickup 13.50 16.00 216.00 #469 - Skid Loader 18.90 2.00 37.80 #15-Pick up 13.50 0.00 0.00 Hand Rods 4.05 0.00 0.00 17330.60 LAKE STREET - GUN SHOP HILL 24" SEWER MAIN 1998 $ 36,568.95 Materials Unit Cost Bishops 36" Signs 4.20 10/27/1998 Ithaca Building Center 2 x4 X 10' lumber 38.22 10/27/1998 Seneca Supply Links, chain, hooks 282.50 Zelser Wilbert Vault Manholes #1 & 2 2,077.00 10/21/1998 Cayuga Crushed Stone RipRap (19.76)177.84 11/20/1998 MJ Pipe 468' @$12.19 24" pipe, manhole adaptor (2 5,946.92 12/04/1998 RMS Gravel #2 Stone 3.127.60 12/04/1998 RMS Gravel #2 Stone 855.13 12/04/1998 JC Smith 12 leather gloves 23.40 12/04/1998 Zelser Wilbert Vault Manholes #1 & 3 1,374.00 12/04/1998 Zeiser Wilbert Vault Manholes # 4 & 5 2,147.00 12/04/1998 S&F to encumber crusher run purchased by S&F 2,240.00 12/04/1998 BR Dewitt 2 yd concrete 212.24 12/17/1998 Leroy Stone 184.39 T. stone 5,063.06 12/17/1998 MJ Pipe 24" manhole adaptors 348.00 12/17/1998 Saunders Concrete 1.5 yds concrete 126.75 12/17/1998 Zeiser Wilbert Vault Mahnoles 6 & 7 1,880.00 1^17/1998 Saunders Concrete 4 cy concrete 258.00 01/06/1999 MJ Pipe 372' 24" pipe @ $12.19 + 8 gaskets @ $14.4,646.68 01/06/1999 Saunders Concrete 1.5 yds concrete 126.75 JC Smith core drill, bit, bolt chipper, chisel 159.00 David Wilmot 400' 6" steel concrete forms (506 split)175.00 Inventory Materials (water)materials requisition #1056 2,645.62 Inventory Materials (sewer)materials requisition #1056 2,583.19 Non-Inventory Materials materials requisition #1056 50.85 0.00 36,568.95 BUFFALO ST. SEWER PUMP STATION PUMP STATION UPGRADE 1999 WORK ORDER# TOTAL 217,356.56 7,936.56 Rate Rate Plus* , 35% Fringe 1999 TOTAL HOURS 1999 GRAND TOTAL Ronald Cornell 90.0000 90.00 0.00 0.00 Ashley, Roger 9.7130 13.113 0.00 0.00 Ashley, Roger OT 14.5695 19.669 0.00 0.00 Corwin, Don 12.8480 17.345 2.00 34.69 Corwin, Don OT 19.2720 26.017 15.00 390.26 Curtis, William 6.5240 11.507 12.50 143.84 Curtis, William OT 12.7860 17.261 0.00 . 0.00 Emery, Arthur 9.7130 13.113 27.00 354.04 Emery, Arthur OT 14.5695 19.669 9.00 177.02 Happel, Walter 15.7190 21.221 18.00 381.97 Happel, Walter O.T.23.5785 31.831 0.00 0.00 Haskell, William 12.5830 16.987 26.50 450.16 Haskell, William OT 18.8745 25.481 13.00 331.25 King, Ray 17.0110 22.965 2.00 45.93 King, Ray OT 25.5165 34.447 . 0.00 0.00 Krebs, David 11.5170 15.548 32.50 505.31 Krebs, David O.T.17.2755 23.322 62.00 1,445.96 Lauper, James 9.3540 12.628 2.00 25.26 Lauper, James OT 14.0310 18.942 11.00 208.36 McFall, Art 14.0080 . 18.911 3.00 56.73 McFall, Art OT 21.0120 28.366 8.00 226.93 McFall, David 16.6110 22.425 6.00 134.55 McFall, David OT 24.9165 33.637 0.00 0.00 Nichols, Bobby 6.7500 9.113 0.00 0.00 Nichols, Bobby OT 10.1250 13.669 0.00 0.00 Ocello, Antonio 9.3540 12.628 0.00 0.00 Ocello, Antonio OT 14.0310 18.942 0.00 0.00 Rose, Joseph 7.7250 10.429 26.00 271,15 Rose, Joseph OT 11.5900 15.647 24.50 383.34 Rumsey, Timothy 12.7700 17.240 0.00 0.00 Rumsey, Timothy OT 19.1565 25.861 0.00 0.00 Seeley, George 13.2590 17.900 31.50 563.84 Seeley, George OT 19.8885 26.849 27.00 724.94 Seely, Peter 11.5270 15.561 0.00 0.00 Seely, Peter OT 17.2905 23.342 0.00 0.00 Sharpsleen, Darwin 11.0150 14.870 0.00 0.00 Sharpsteen, Darwin O.T.16.5225 22.305 7.50 167.29 Thomas, Nick 6.7500 9.113 7.00 63.79 Thomas, Nick O.T.10.1250 13.669 4.00 54.68 Wood, Don 15.5140 20.944 0.00 0.00 Wood. Don OT 23.2710 31.416 0.00 0.00 Zavaski, David 16.1400 21.789 33.50 729.93 Zavaski, David OT 24.2100 32.684 2.00 65.37 TOTAL 412.50 $7,936.56 BUFFALO ST. SEWER PUMP STATION PUMP STATION UPGRADE $2,851.20 1999 Rate Plus 1999 1999 Rate 35% Fringe TOTAL HOURS GRAND TOTAL #12-Pick up 13.50 42.50 573.75 #24 -12 yd Dump Truck 10 wheeler 33.75 0.00 0.00 #27 -1 Ton Dump Truck 20.25 0.00 0.00 #74 - Dozer 33.75 0.00 0.00 #164 - 3 yd Dump Truck 20.25 0.00 0.00 #136-Pickup 13.50 17.50 236.25 #150 - 5 yd Dump Truck 27.00 8.00 216.00 #246 - 5 yd Dump Truck 27.00 4.50 121.50 #91 - Loader 43.20 3.00 129.60 #448 - Loader 43.20 0.00 0.00 #162 - Skid Steer 40.50 0.00 0.00 #98 -12 yd Dump Truck 10 wheeler 33.75 0.00 0.00 #270 - John Deere Backhoe 310 40.50 0.00 0.00 #385 - Backhoe 40.50 0.00 0.00 #480 - 3/4 Ton Pickup 13.50 0.00 0.00 #498 -1 Ton Pickup 16.20 3.00 48.60 #199 - Compressor 13.50 0.00 0.00 #167-Jet 33.75 1.00 33.75 #427-Aqua Tech 47.25 4.00 189.00 #146 -10 yd Dump Truck 10 wheeler 33.75 0.00 0.00 #192 - 6" Centrifugal Pump 16.20 0.00 0.00 #290 - 4" Centrifugal Pump 12.50 - 0.00 0.00 #462 - 3" Centrifugal Pump 10.00 0.00 0.00 #466 - 3" Centrifugal Pump 10.00 0.00 n 0.00 #143 - 3yd Dump Truck 20.25 0.00 0.00 #180 -1/2 Ton Pickup 13.50 2.00 0.00 #183 - Tractor w/ Trailer 33.75 0.00 0.00 #479 - 4 X 4 Pickup 13.50 0.00 0.00 #469 - Skid Loader 18.90 0.00 0.00 #15-Pick up 13.50 0.00 0.00 Hand Rods 4.05 0.00 0.00 #10 - pickup (Krebs)13.50 90.50 1221.75 #22 - Pick up 13.50 6.00 81.00 #57 - trailer 0.00 0.00 TOTAL 182.00 $2,851.20 BUFFALO ST. SEWER PUMP STATION PUMP STATION UPGRADE 1999 $ 166,220.21 Resource Associates Resource Associates The Computing Center Tri Star Computer Resource Associates Resource Associates Micro Warehouse Resource Associates Resource Associates Fieldtek Controls Resource Associates Fieldtek Controls Microwave Data Systems Resource Associates California Microwave Resource Associates California Microwave Resource Associates Resource Associates Resource Associates Hutton Communications I D Booth Brady Supply Corp Wehle Electric Wehle Electric Resource Associates Resource Associates Resource Associates Wehle Electric Hutton Communications Resource Associates Resource Associates Fieldtek Controls Resource Associates Resource Associates Resource Associates Siewert Equipment Hartzell Fan Inc. Wheatons Aluminum Assoc. Robert Collins Sawmill ID Booth Wickes Fastenal Syracuse Casting misc. and meetings 265.53 mileage & revisions 1,050.00 deskjet 1600CM Printer 1,979.00 Pentium Pro 200Mhz Computer 1,259.00 misc & revisions 489.00 misc. completion of drawings & s 503.91 printer 422.40 misc & revisions 2,370.56 revisions 587.03 consulting services 1/97-6/97 1,000.00 misc & revisions 247.72 Opto 22 materials 2,331.90 synthesized master 500.00 pump station relocation 408.75 power supply assembly + repair 755.62 misc & revisions 140.96 mds2360a 72.48 misc, meetings & revisions 340.49 misc & revisions 2,380.20 revisions 32.50 10' 1/4" jumper 68.88 ell, end caps, bracket, rub ins 49.83 side rails, filter, brackets, angles, 1,757.59 24V relay 20.25 bulk socket 5.10 misc & revisions 1,464.77 misc & revisions 249.55 misc & revisions 36.34 wire, relay, socket 152.03 yagi, flange, jumper. Lug, Conner 1,654.08 revisions 45.00 misc & revisions 267.35 consulting fees 288.66 misc & revisions 515.66 misc 5.51 misc 19.18 44,905.00 ventilation fan 2,289.50 stainless steel flange adaptors 220.00 design manual 175.00 lumber 273.50 switches, punch set 891.37 bolts, hinges, lumber 36.27 screw pins & shackles 64.01 frame & cover 1,304.00 02/26/97 02/26/97 02/26/97 02/26/97 03/26/97 04/09/97 04/23/97 06/25/97 08/13/97 08/27/97 09/10/97 9/97 09/24/97 10/22/97 10/22/97 11/12/97 11/12/97 12/10/97 02/28/98 03/09/98 04/03/98 04/03/98 04/03/98 04/03/98 04/22/98 05/08/98 05/09/98 05/26/98 08/24/98 09/02/98 09/21/98 11/11/98 11/11/98 02/08/99 03/08/99 03/19/99 Journal entry 04/21/99 04/21/99 04/21/99 04/21/99 ./ « Aluminum Assoc.design manua (balance due)11.00 05/07/99 Jordan Iron Works bell cover & 24" RCP 600.00 05/07/99 ID Booth safety switch 872.84 05/24/90 Fastenal 3/8" spas 48.97 05/24/90 Cayuga Lumber 35' utility pole (1)246.95 07/12/99 Paolangeli crane operator 600.00 07/12/99 JC Smith drill, hammer, misc tools 45.35 07/21/99 Capitol Highway barricades (6), flashers (12)954.00 07/21/99 Bishops cscrews 4.79 07/21/99 Fingerlakes Electric anchors, bolts, guy guide 53.37 07/21/99 Agway comer fastener (left side)108.79 08/10/99 Bishops tool box, tape rule, level 31.00 08/10/99 Fastenal asst nuts, bolts, washers 5.33 08/10/99 Seneca Supply dust caps (2)84.00 08/10/99 Seneca Supply couplers (2)220.00 08/10/99 Black Horse Marine crane rental 7/27 pull pumps 300.00 08/10/99 Designing Edge special light bulbs (4)31.46 08/10/99 Johnny's Wholesale connector plate (8")22.26 08/10/99 Johnny's Wholesale manhole frame & cover 116.00 08/10/99 NV Lumber grade stakes, hubs 10.93 08/10/99 JC Smith mag nails 7.05 08/10/99 Zeiser Wilbur Vault lifting bar 140.00 08/10/9'9 Zeiser Wilbur Vault access vent manhole 2,242.00 08/10/99 Cayuga Lumber 4x4x10 posts (7)204.81 08/20/99 Fingerlakes Electric electronic enclosure with panel 7,243.84 08/20/99 Northern Tool twin halogen lights (2)87.97 08/20/99 JC Smith plumb. Level, reel 36.22 08/20/99 JC Smith submersible pump 595.00 08/20/99 Zeiser Wilbur Vault manhole frames (3)433.25 08/20/99 Fastenal bolts, nuts, washers, fasteners 33.05 09/01/99 Henderson Bros. Contracting installation of pumps & equipmer 58,351.00 09/01/99 Johnny's Wholesale 12" hand tite test plug (2)186.76 09/01/99 Ben Weitsman & Son 1/8 aluminum 4' x 10' (2)400.00 09/01/99 Black Horse Marine crane work 8/26/99 set pumps 300.00 09/01/99 ID Booth green bush 5.17 09/17/99Cayuga Crushed Stone 7.8T fine crusher run 49.92 Cayuga Lumber mortar mix (6) clear poly 46.32 09/17/99Fingerlakes Electric fuse, stripper 26.05 Lane Fire & Safety monitor, pump, batery pack, char 4,235.00 Marion Electric, Inc.truck & tools, parts 9.900.35 Tioga Auto Parts, Inc.loc-weld (epoxy glue)3.69 10/08/99Lebrow Ready Mix 6.5 Y 4000# PSI concrete 453.38 Ithaca Agway hose hang-out (3)12.12 10/08/99 Fastenal telemetry parts 14.72 11/05/99 Siewert Equipment probe, sinking ball, relay, sensor 1,598.09 11/05/99 Siewert Equipment lightning arrester (parts & labor)882.38 11/05/99 Siewert Equipment relay 120 volt 92.80 11/19/99 Fastenal drill bits to mount anrenna ancho 14.62 11/19/99 ID Booth hanger, flange, rod 13.52 11/19/99 Fingerlakes Electric lockouts, connector.9.17 11/19/99 JC Smith Fastenal Fingerlakes Electric Johnny's Wholesale Fingerlakes Electric nylon sling drill bit, threada rod conduit, tape, adapter. Insulation 45Eil. female adaptor washer 45.90 54.60 81.10 157.05 0.79 0.00 11/19/99 01/04/00 01/26/00 02/07/00 02/18/00 TOTAL $ 166,220.21 BUFFALO ST. PUMP STATION PUMP STATION UPGRADE 1999 . • • • 16,714.45 Hours Rate Total Cost Abstract Date Erik Whitney 12/13/98-01/18/99 Erik Whitney 01/19/99-02/13/99 Erik Whitney 02/14/99-03/13/99 Erik Whitney 3/14/99-4/10/99 Erik Whitney 4/11/99-5/15/99 Erik Whitney 5/16-6/12/99 Erik Whitney 6/13/99-7/10/99 Erik Whitney 7/11/99-8/7/99 Erik Whitney 8/8/99-9/4/99 Erik Whitney 9/5/99-10/2/99 Erik Whitney (10/3-10/30) Erik Whitney (10/31/99 - 11/27/99) Erik Whitney (11/28/99 - 1/1/00) Erik Whitney (1/2/00 -1/25/00) TOTAL 54.50 20.20 1,100.90 02/08/99 42.50 20.20 858.50 03/08/99 33.25 20.20 671.65 03/19/99 49.50 20.20 999.90 04/21/99 29.50 20.20 595.90 05/24/99 31.50 20.20 1,292.80 06/16/99 127.50 20.20 2,575.50 07/21/99 173.50 20.20 3,504.70 08/20/99 143.50 20.20 2,898.70 09/17/99 25.00 20.20 505.00 10/08/99 41.00 20.20 828.20 11/05/99 21.00 20.20 424.20 12/08/99 20.50 20.20 414.10 01/04/00 2.00 22.20 44.40 02/07/00 0.00 0.00 0.00 0.00 16,714.45 Buffalo St. San. Sew. Pump Sta. Reconstruction Draft Work Progress Schedule, Early 5/19/1999 Erik Whitney ' ITEM Henderson Bros. = City of Ithaca W&S^ Marion Electric = Siewert Equipment = Bob Peck = Utility pole. 35' Electrical & control conduit Concrete pad for service & control panels _ Bollards (4), to protect servi^ & control panels Electrical & control enclosures, mojjnt on pad install access tunnel New electric & control wiring for vent., lights, & existing pump Clean access turinel Ventilation fan & duct work _ _ Emergency by-pass piping & connections Traffic detour & control for work in street New 48"jc 48" Frarn^e & Cover, Pump Sta. Opening, mezzanine for new 5hp pumps Sewer "back-up" & by-pass Clean pump sta. mezzanine & wet well Install back-up by-pass plug & suction hose Inspection, wet w^l, final design checks & adjustments Remove existing 30hp purnps elec. & hardware New concrete floor, wet well Patch & ^ rface floor mezzan i ne New reinf. conc. walls, wet well, 2- lifts Pump installation Electric & control wiring Start Up_ Radio Telemetry PRoTe^ BOPfir/Uji •,V) v.v''t wall forns max. panel width 10' ea. ... #4 anchor^ 12-Inch nin. run wall & floor •#4 15 12' Cvert.) #4 5 18' (hor.) •• 4^JV' /• .<4* \ • • • >- • • 4^ /'• f< /• V"*. \* •* 1 \ rl. • 4 *4 \#4 @ 12' each way top S< bottom •*. .¨ 4 , 'r \* #/ / 4'^h) • * • • 4^ • • /• ' . • ^ A «• Floor^ 8-Inch relnf. slab <approx. 14-foot dia.) water stop #4 (5 12' each way top S< bottom" \ concrete, type 1 or lA, 4G00psl. min., ASTM C-150 steel, grade 60, ASTM A615 Buffalo St. P.S., Relnf. Concrete, Existing Wet-Well SCALE N.I.S. REV SHEET 1 of 1 . '-X. 48' ACCESS TUNNEL VENT, BY-PASS 8< ELECTRICAL CABLE / CDNDUIT High Level Float Alarm Cabl Multltrode Cabl Lighting conduit 30hp. punp power cable 5 hp. punp power cable/ 5 hp. punp power cable 10' Vent Duct 6* By-Pass Pipe Unistrut Bracke + 0= H. GILES ST. SEWER PUMP STATION PUMP STATION UPGRADE 1999 WORK ORDER # A8142 TOTAL 91,400.87 17,206.59 Rate Rate Plus n 35% Fringe 1999 (TOTAL HOURS 1999 GRAND TOTAL Ronald Cornell 90.00 90.00 52.00 4,680.00 Ashley, Roger 9.713 13.113 56.00 734.30 Ashley, Roger OT 14.570 19.669 0.00 0.00 Corv/ln, Don 12.848 17.345 55.00 953.96 Corwin, Don OT 19.272 26.017 12.00 312.21 Curtis, William 8.524 11.507 6.00 69.04 Curtis, William OT 12.786 17.261 0.00 0.00 Emery, Arthur 9.713 13.113 74.00 970.33 Emery, Arthur OT 14.570 19.669 0.00 0.00 Happel, Walter 15.719 21.221 4.00 84.88 Happel, Walter OT 23.579 31.831 0.00 0.00 Haskell, William 12.583 16.987 96.00 1.630.76 Haskell, William OT 18.875 25.481 12.00 305.77 King, Ray 17.011 22.965 50.00 1,148.24 King, Ray OT 25.517 34.447 0.00 0.00 Krebs, David 11.517 15.548 4.00 62.19 Krebs, David OT 17.276 23.322 0.00 0.00 Lauper, James 9.354 12.628 56.00 707.16 Lauper, James OT 14.031 18.942 0.00 0.00 McFall, Art 14.008 18.911 6.00 113.46 McFall, Art OT 21.012 28.366 0.00 0.00 McFall, David 16.611 22.425 1.50 33.64 McFall, David OT 24.917 33.637 0.00 0.00 Nichols, Bobby 6.750 9.113 0.00 0.00 Nichols, Bobby OT 10.125 13.669 0.00 0.00 Ocello, Antonio 9.354 12.628 0.00 0.00 Ocello, Antonio OT 14.031 18.942 0.00 0.00 Rose. Joseph 7.725 10.429 6.00 62.57 Rose, Joseph OT 11.590 15.647 0.00 0.00 Rumsey, Timothy 12.770 17.240 56.00 965.41 Rumsey, Timothy OT 19.157 25.861 0.00 0.00 Seeley, George 13.259 17.900 91.00 1,628.87 Seeley, George OT 19.889 26.849 16.00 429.59 Seely, Peter 11.527 15.561 50.00 778.07 Seely, Peter OT 17.291 23.342 0.00 0.00 Wood, Don 15.514 20.944 0.00 0.00 Wood, Don OT 23.271 31.416 0.00 0.00 Zavaski, David 16.140 21.789 69.00 1,503.44 Zavaski, David OT 24.210 32.684 1.00 32.68 Krebs, David 17.280 23.328 0.00 0.00 TOTAL $17,206.59 GILES ST. SEWER PUMP STATION PUMP STATION UPGRADE 1999 WORK ORDER A8142 $7,946.40 Rate Rate Plus 35% Fringe 1999 ■TOTAL HOURS 1999 GRAND TOTAL #12 - Pick up #24 - 12 yd Dump Truck 10 wheeler #27 - 1 Ton Dump Truck #74 - Dozer #164-3 yd Dump Truck #136-Pickup #150 - 5 yd Dump Truck #246 - 6 yd Dump Truck #91 - Loader #448 - Loader #162-Skid Steer #98 -12 yd Dump Truck 10 wheeler #270 - John Deere Backhoe 310 #385 - Backhoe #480 - 3/4 Ton Pickup #498 -1 Ton Pickup #199 - Compressor #167-Jet #427 - Aqua Tech #146 -10 yd Dump Truck 10 wheeler #192 - 6" Centrifugal Pump #290 - 4" Centrifugal Pump #462 - 3" Centrifugal Pump #466 - 3" Centrifugal Pump #143 - 3yd Dump Truck #180 -1/2 Ton Pickup #183 - Tractor w/ Trailer #479 - 4 X 4 Pickup #469 - Skid Loader #15-Pick up Hand Rods #203 - Compressor #284 - 2 yd dump #17 -2 1/2 T dump #359 - S & F excavator #57 - S & F tractor/loader #22 - pick up #455 - 4 X 4 1/2 TON PICKUP 13.50 6.00 81.00 33.75 15.00 506.25 20.25 68.00 1377.00 33.75 0.00 0.00 20.25 2.00 40.50 13.50 27.00 364.50 27.00 19.00 513.00 27.00 2.00 54.00 43.20 0.00 0.00 43.20 7.00 302.40 40.50 2.00 81.00 33.75 0.00 0.00 40.50 11.00 445.50 40.50 0.00 0.00 13.50 3.00 40.50 16.20 ■ 38.00 615.60 13.50 8.00 108.00 33.75 0.00 0.00 47.25 0.00 0.00 33.75 28.00 945.00 16.20 0.00 0.00 12.50 0.00 0.00 10.00 0.00 0.00 10.00 0.00 0.00 20.25 0.00 0.00 13.50 50.00 675.00 33.75 5.00 168.75 13.50 0.00 0.00 18.90 0.00 0.00 13.50 0.00 0.00 4.05 0.00 0.00 13.50 2.00 27.00 16.20 2.00 32.40 20.25 7.00 141.75 67.50 16.00 1080.00 30.00 10.00 300.00 13.50 1.50 20.25 13.50 2.00 27.00 TOTAL 7,946.40 V - GILES ST. SEWER PUMP STATION PUMP STATION UPGRADE 1999 $51,461.46 Materials Unit Cost Abstract Date Resource Associates preliminary design 875.00 02/26/97 Resource Associates design fee 350.00 03/26/97 Resource Associates draft specs & drawings 1575.00 04/09/97 Tioga Auto Paris switch 6.55 04/23/97 Resource Associates meetings, completion of specs 930.56 05/28/97 Fleldtek Controls telemetry consultlng1/97-6/97 1160.00 08/13/97 Seneca Supply suction hose, shank 236.40 08/27/97 Fleldtek Controls opto 22 materials 2331.90 09/10/97 Fleldtek Controls telemety consulting 10/1/96-1/4000.00 03/09/98 Pump Service & Supply pump, guide rail, check valve,13367.00 06/01/98 Jones Water Supply valves, flanges 285.25 03/19/99 petty cash copies for maps 1.00 03/19/99 Zelser Wllbert Vault wet well 3,620.00 04/07/99 Wehle Electric panel 244.53 04/07/99 Henderson Bros furnish/Install interior piping 1,653.00 04/21/99 Henderson Bros (charged to 435 acct)furnish/install interior piping 5,320.00 04/21/99 ID Booth swithches, punch kit 663.81 04/21/99 Fastenal screw pins & shackles 60.09 04/21/99 Wehle Electric panel & enclosure 4,790.47 04/21/99 Johnn's Wholesale 4" corregated pipe (250')57.50 05/07/99 Agway lawn seed mats 65.04 05/24/99 Bishops shanks(2)44.70 05/24/99 ID Booth safety switches 503.67 05/24/99 Fastenal 3/8" spas 48.98 05/24/99 FIngerlakes Electric terminals & rods 41.20 05/24/99 Jones Water Supply unlflange (2)51.96 05/24/99 Seneca Supply fittings, dust cap, fabric 351.40 05/24/99 Marion Electric 3,732.46 06/07/99 Zelser Wilbert Vault pump station valve vault 2,440.00 06/07/99 Stover Lumber utility pole 30' (1)150.00 06/16/99 NV Lumber grade stakes, hubs 10.94 08/10/99 JC Smith mag nails 7.06 08/10/99 Fastenal telemetry 14.72 11/05/99 Finger Lakes Electric conduit,telemetry stuff 48.60 11/19/99 ID Booth hanger, fig, thread rod 13.53 11/19/99 City of Ithaca petty cash duplicate keys 2.60 12/17/99 Inventory Materials 2,416.54 51,461.46 GILES ST. PUMP STATION PUMP STATION UPGRADE 1999 WORK ORDER #A8142 Erik Whitney 12/13/98-01/16/99 Erik Whitney 01/17/99-02/13/99 Erik Whitney 02/14/99-03/13/99 Erik Whitney 3/14/99-4/10/99 Erik Whitney 4/11-5/15/99 Erik Whitney 5/16/99-6/12/99 Erik Whitney 8/8/99 - 9/4/99 Erik Whitney 10/3/99 -10/30/99 Erik Whitney 10/31/99 -11/27/99 TOTAL $ 4,848.00 TOTAL 29.50 20.20 595.90 02/08/99 32.00 20.20 646.40 03/08/99 71.50 20.20 1,444.30 03/19/99 32.00 ^20.20 n 646.40 04/21/99 38.00 20.20 767.60 05/24/99 7.50 20.20 171.70 06/16/99 2.00 20.20 40.40 09/17/99 25.50 20.20'.515.10 11/05/99 1.00 20.20 20.20 12/08/99 20.20 0.00 20.20 0.00 20.20 0.00 20.20 0.00 0.00 0.00 4,848.00 Prop#**^y wu am Sb—t ConaUta fron vart to Mat <L to ft) M- Alp Unas for nush / nb< vslvt #2- Control aHng. flottts. muors 03- Punp K, poaar 04- Punp 01, potr SCRVICe POLE, 30' 3 phosa, Z30V, lOOA NYSEG Account 0i 81-430-84-068879-19 nscemaet Csafaty) Ssltch 0 Gantrstop Raeaptacta 4' 90* aCND, HJ VET WELL 6' LB. INV. at > If, local datiM TOP at • I7i7' TEE, MJ 4' GVJox i eovar 4'x 13* ANCHCK COUPLING, HJ 6'* 4' REDUCER, HJ 8-4' CL 58 BD» IN I 6J9' aL 8' SDR 35 PVC IN 8 10* at VERTICAL, Si#>oa Tank <oUI art-aalU 7'-nom X S'-lD'aUa lir AC pm In □utsMa ar^DM. KICK HH 8* AC ptuQoad 8 MH 10' AC SAN. SEV. covw 6^ GV Jox 84'HH covar bupM aporoR. 0* 84' RCP. Vvart. a/MH covar 6'x 6' X 4' Taa, HJ 4* RIsap, HJ X Kaick rionaa 4' PluQ Valva, Ranoad, 129 4' Quick Connact, for hosa SEE SEVER MAP S-20 FDR EXISTING PIPING PLAN fi' Tax Parcel #■ 89-1-2 □wneri Crty of Ithaca Seed' Book 223 Page 422 £en-terGILES street GILES STREET SANITARY SEWER PUMPING STATION RECORD DRAWING < put In service 4/28/99 > DPV WATER & SEWER DIVISION CITY OF ITHACA, NEW YORKSCALE. 1' - y SHTCT | ^„II FILE- GH.sARd.g QfUcS