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Home My WebLink AboutStaff Report 3.C 03/16/2009CITY OF PETALUMA, CALIFORNIA AGENDA BILL Agenda Title: Resolution Approving a Revised Project Budget for the Washington Street 16 -inch Water Main and Sewer Cured -In -Place Pipeline Project (C501008) and Authorizing the City Manager to Execute Amendment No. 2 to the Professional Design Services Agreement with Winzler & Kelly for Additional Construction Management Services to Account for Unanticipated Utility Conflicts 3.0 March 16, 2009 Meeting Date: March 16, 2009 Meeting Time: ❑ 3:00 PM ® 7:00 PM Category: ❑ Presentation ❑ Consent Calendar ❑ Public Hearing ® Unfinished Business ❑ New Business Department: Water Resources & Conservation Director: I Contact Person: Michael Ban, P.E. I Remleh Scherzinger, P.E. Cost of Proposal: The additional project amount is $267,315.49 for a new total budget of $1,727,315.49. Amount Budgeted: Project budget is $1,460,000. It is proposed that $267,315.49 be transferred from the Water Main Replacements 2009 Various Project (067400901), which results in a new budgeted amount of $1,727,315.49. Phone Number: 778-4546 Name of Fund: Water Funds Account Number: 000501008-30600-54151 Recommendation: It is recommended that the City Council take the following action: It is recommended that the City Council adopt the resolution approving the revised project budget for the Washington Street 16 -inch Water Main and Sewer Cured -In -Place Pipeline Project and authorizing the City Manager to execute Amendment No. 2 to the Professional Design Services Agreement with Winzler & Kelly for additional construction management services to account for unanticipated utility conflicts. Summary Statement: This project includes replacement of 1,800 feet of deteriorated 8 and 10 -inch water mains and rehabilitating 1,700 feet of severely deteriorated sewer main. Construction was impacted by the presence of a significant number of abandoned, unmarked and incorrectly marked underground utilities, which were encountered on a regular basis. Construction began June 23, 2008, and was temporarily suspended on August 29, 2008, through the holidays, to accommodate construction of the "D" Street Bridge Rehabilitation Project. The additional budget amormt compensates the contractor for impacts caused by the ninety-two unknown, unmarked or incorrectly marked underground utilities encountered on the project and supports completion of the project prior to the beginning of the Washington Street Road Improvements Project, which is scheduled to begin in June. Attachments to Agenda Packet Item: Resolution Attachment A — Location Map Attachment B — List of Unknown Utilities Encountered on Project Attachment C — Winzler & Kelly Professional Design Services Agreement Amendment No. 2 Reviewed by Admin. Svcs. Dir: Reviewed by City Attornev: Amwov ..ify Manager: 77,ty-LLz. *uc.a— Date: -Vle%M Date: `a`' Date: ( � Rev #9 Date Last Revised: 3-10-09 SAC.I.P. Folder\WATER Folder\C501008-Washineton St. 16inch Water and Sewer CIPP\City CouncilWarch 16. 2009\agenda bill.draftl0.clean 3-10-09.doe CITY OF PETALUMA, CALIFORNIA MARCH 16, 2009 AGENDA REPORT FOR RESOLUTION APPROVING A REVISED PROJECT BUDGET FOR THE WASHINGTON STREET 16 -INCH WATER MAIN AND SEWER CURED - IN -PLACE PIPELINE PROJECT (C501008) AND AUTHORIZING THE CITY MANAGER TO EXECUTE AMENDMENT NO. 2 TO THE PROFESSIONAL DESIGN SERVICES AGREEMENT WITH WINZLER & KELLY FOR ADDITIONAL CONSTRUCTION MANAGEMENT SERVICES TO ACCOUNT FOR UNANTICIPATED UTILITY CONFLICTS 1. RECOMMENDATION: It is recommended that the City Council adopt the resolution approving the revised project budget for the Washington Street 16 -inch Water Main and Sewer Cured -In -Place Pipeline Project and authorizing the City Manager to execute Amendment No. 2 to the Professional Design Services Agreement with Winzler & Kelly for additional constriction management services to account for unanticipated utility conflicts. 2. BACKGROUND: The Washington Street 16 -inch Water Main and Sewer CIPP Project involves replacing 1,800 feet of deteriorated 8 and 10 -inch water mains with a new 16 -inch water main and rehabilitating the existing 12 -inch sewer main using a trenchless "cured -in-place pipe" technology to improve service and reduce maintenance costs on Washington Street between Water Street and Howard Street. The location of the project is shown in Attachment A. The City Council awarded the construction contract to Team Ghilotti, Inc. (TGI) on June 2, 2008 and authorized an inspection and construction management contract with Winzler & Kelly. Construction commenced on June 23, 2008. One of the challenges facing this project is the presence of underground utilities in Washington Street. During design, the Water Resources Department worked.with local utilities (electricity, telephone, gas etc.) to field mark the location of the utilities and pothole the location of known utilities. During the design of the Project, all the local utilities were consulted as to the crossings and impacts for our proposed project aligrunent. The water main was designed to avoid conflict with these known utilities. As a result, the City anticipated encountering approximately 156 underground utility conflicts. All of these conflicts were potholed to confirm the location and depth; these were then incorporated and shown on the constriction plans. Thus far during construction, underground utilities that were unmarked, unknown, or incorrectly marked were encountered on approximately ninety-two separate occasions. A list of the unmarked, unknown or incorrectly marked utilities is provided in Attachment B, including the survey station where the utility was encountered, the size of the utility, the type of material, the operation impacted (water main or connection), and the type of utility if determined. This is in addition to the 156 anticipated utility crossings. On average, about two unknown underground utilities were encountered for each day of work. When unknown utilities were encountered, the constriction team had to temporarily suspend work at that location until the utility was identified, the owner contacted and brought to the site for inspection, and the utility placed in a safe condition for construction. The impacts were compounded by the fact that much of the construction occurred during the evening to reduce traffic congestion. In some instances, the water main had to be redesigned to accommodate the utility. The presence of unknown, unmarked and incorrectly marked utilities has had a substantial impact on the project, has added about 23 working days to the project schedule (the original schedule had 55 working days), and has impacted the work of TGI, Winzler & Kelly and the project budget. The schedule for the project was to be substantially completed prior to Labor Day in order to avoid conflict with the "D" Street Bridge Rehabilitation Project. The Construction of the "D" Street Bridge project was scheduled to start on September 2, 2008, which would close "D" Street and place all traffic on the Washington Street Bridge as the only route into the downtown area. It became apparent to the City that the project was not going to be completed within the contract time. The City notified TGI to suspend all work on August 28, 2008, through the holiday season. When the suspension occurred, the project had consumed 46 working days, leaving nine working days. Approximately 80 percent of the original contract work had been completed. The additional work caused by the unknown utilities has added 23 working days to the schedule and the suspension of work requires an additional mobilization effort on the part of the contractor which has resulted in an additional 20 days being added to the contract; 10 for remobilization and 10 for demobilization. This in addition to the 9 remaining contract days, leaves a total of 52 working days to complete the project. The project was scheduled to resume in early January. Due to the diversity and extent of the changed work caused by the unknown utilities, the contractor's delay in executing resolved change orders, and the need to come to agreement on the new mobilization cost and scope, the City was not in a position to move forward on the remainder of work in January. The majority of these issues have been resolved and the processes are in place to complete the project in an orderly and timely fashion. DISCUSSION; The remaining work to be completed on the project includes re -mobilization of the contractor to the site, installation of five water services, hydrostatic and water quality testing of the water main, tie-ins at 14 locations to the existing water main, abandonment and decommissioning of the old water mains, and project demobilization. The remaining contract amount for this work is approximately $200,000. It will take 52 working days to complete the contract. We have issued the letter to resume work as of February 17, 2009; we anticipate that we will be able to complete the project prior to the City's Washington Street Road Improvements Project, which is scheduled to begin in June 2009. Because of the heavy volume of traffic on Washington Street, some of the remaining work will occur at night. Night work will be limited to the section between Washington Street Bridge and Petaluma Boulevard and any tie-ins where the traffic flow cannot be maintained. The Department has conducted outreach to the businesses and residents in the nearby area to inform 3 them of the project and is available to answer any questions they may have. The project inspector will be on-site at all times when construction is occurring to monitor the work and respond to public inquiries. 4. FINANCIAL IMPACTS: As shown in Table 1, total committed project costs to date are $1,324,224.38 (this includes the full contract amount, which has been committed, but not paid yet). This includes seven change orders totaling $122,255.26. These change orders address cost impacts created by unknown underground utility conflicts from June 25 to July 30, 2008, repair of a ruptured water main, and mobilization and demobilization costs associated with re -starting the work. The total CIP project budget is $1,460,000. As shown in Table 2, an additional $267,315.49 to the project budget is requested to address change impacts caused by unlalown underground utility conflicts encountered last summer but not included in Change Orders 1 - 7 (the City is currently in negotiation with TGI regarding these conflicts) and additional contingency to address potential impacts caused by additional unknown underground utility conflicts that may be encountered dining the remainder of the Project. As shown in Table 2, the new total project budget is $1,727,315.49. The requested budget will also provide for an additional 52 days of inspection and construction management service by Winzler & Kelly. Winzler and Kelly has provided very good service on this project, which has been complicated by the presence of unknown underground utilities, heavy construction occurring at night, all taking place in a very busy section of Washington Street. Winzler & Kelly's inspector and construction manager are both licensed professional engineers, experienced in heavy underground capital construction. This team will be maintained during the next phase of the work. This team's professional skill level is instrumental to the continued success of the project and will play a major role in the City's ability to complete the project successfully and on time. The amendment contains $19,530 for work that Winzler & Kelly completed after the suspension of the project and prior to remobilization that was beyond the scope of their original agreement. This work included assistance resolving disputed work items, change order negotiations and remobilization negotiations with the contractor. Winzler & Kelly's scope of work is provided in Attachment B. Using a contract inspector and construction manager allows the City's project management team to prosecute several projects simultaneously. The City's project management team has been able to execute four other critical capital projects in addition to the Washington Street Project. This approach reduces City overhead since the inspector and construction manager go off the City's payroll once the project is completed. Table 1 Committed Project Costs To Date Item Description Amount Construction Contract Team Ghilloti. Inc. 1,049,189.12 Change Order No. I Ruptured 4 -inch water main 16236.82 Table 2 Re -mobilization, demobilization, Change Order No. 2 storage yard 22,500.00 Project Budget Underground utility conflicts requiring redesign of water main Change Order No. 3 pipeline 19,000.00 Underground utility conflicts Estimated Change Order No. 4 6/30, 7/9, 7/10 17,938.66 Underground utility conflicts Project costs Change Order No. 5 7/14, 7/15, 7/16 18,809.16 Underground utility conflicts at Award Change Order No. 6 6/25, 6/26, 7/2, 7/3 8,588.65 Item Underground utility conflicts on 6/2/08 Change Order No. 7 7/20, 7/21, 7/22, 7/28. 7/30 19,181.97 Subtotal Change Orders 1200,000.00 122,25516 Inspection, Construction Management Winzler S Kelly 137,000.00 Testing Miller Pacific 15,780.00 Total 153585.00 1,324,224.38 Testing 25,000.00 15,780.00 25,000.00 Total 1,460,000.00 1,368,567.49 1,324,224.38 358,748.00* 1,727,315.49 *Budgetary Ba ante: $1,460,000.00 - $1,368,567.41 = $91,43251 *Additional Funding Request: $358,748.00 - $91,432.51 = $267,315.49 Note 1 - Construction Management includes $19530 for work completed to date beyond the original contract amount in support of resolving disputed work and change orders: 519,530 - $134,005=$153,585 As illustrated in Table 3, it is proposed that the additional $267,315.49 budget finds be transferred from the Water Main Replacements 2009 Various Project (C67400901), which has a FY 08-09 budget of $670,000. The anticipated expenditures in FY 08-09 for Project 067400901 are $140,000, which leaves a FY 08-09 balance of $530,000. Transferring $267,315.49 from the Water Main Replacements 2009 Various Project (C67400901) to the Washington Street Water Main and Sewer C1PP Project leaves a FY 08-09 budget of $402,684.51 in the Water Main Q Table 2 Revised Project Budget Projected Estimated Costs to Project costs Total Complete 08-09 CIP at Award Committed above 6/2/08 Revised Item Budget on 6/2/08 Costs 2/12/09 Estimate Budget Construction 1200,000.00 1,049,189.12 1,049,189.12 1,049.189.12 Construction 153585.00 Management 140,000.00 137,000.00 137,000.00 (See Note 1) 290,585.00 Contingency 120,000.00 157,37837 122255.26 205,163.00 362,54137 Testing 25,000.00 15,780.00 25,000.00 Total 1,460,000.00 1,368,567.49 1,324,224.38 358,748.00* 1,727,315.49 *Budgetary Ba ante: $1,460,000.00 - $1,368,567.41 = $91,43251 *Additional Funding Request: $358,748.00 - $91,432.51 = $267,315.49 Note 1 - Construction Management includes $19530 for work completed to date beyond the original contract amount in support of resolving disputed work and change orders: 519,530 - $134,005=$153,585 As illustrated in Table 3, it is proposed that the additional $267,315.49 budget finds be transferred from the Water Main Replacements 2009 Various Project (C67400901), which has a FY 08-09 budget of $670,000. The anticipated expenditures in FY 08-09 for Project 067400901 are $140,000, which leaves a FY 08-09 balance of $530,000. Transferring $267,315.49 from the Water Main Replacements 2009 Various Project (C67400901) to the Washington Street Water Main and Sewer C1PP Project leaves a FY 08-09 budget of $402,684.51 in the Water Main Q Replacements 2009 Various Project (C67400901). These fiords will be returned to the Water Main Replacements Various 2009 Project (C67400901) in FY 09-10. Table 3 Proposed Transfer of Funds from Water Main Replacements 2009 Various Project (067400901) to East Washington Street Water Main Replacement Project (000501008) Item Design Construction Contingency Total FY 08-09 Budget For Project C67400901 65.000.00 550,000.00 55.000.00 670.000.00 FY 08-09 Estimated Expenditure for Project C67400901 40.000.00 100,000.00 0.00 140.000.00 FY 08-09 Available for Transfer from Project C67400901 25,000.00 450,000.00 55,000.00 530,000.00 FY 08-09 Proposed Transfer Amount to C00501008 0.00 367.315.49 0.00 367.315.49 Revised FY 08-09 Budget for Project C67400901 65,000.00 282,684.51 55,000.00 402,684.51 I RESOLUTION .1 RESOLUTION APPROVING A REVISED PROJECT BUDGET FOR THE WASHINGTON STREET 16 -INCH WATER MAIN AND SEWER CURED - IN -PLACE PIPELINE PROJECT (C501008) AND AUTHORIZING THE CITY MANAGER TO EXECUTE AMENDMENT NO.2 TO THE PROFESSIONAL DESIGN SERVICES AGREEMENT WITH WINZLER & KELLY FOR ADDITIONAL CONSTRUCTION MANAGEMENT SERVICES TO ACCOUNT FOR UNANTICIPATED UTILITY CONFLICTS WHEREAS, on June 2, 2008, City Council awarded the construction contract for the Washington Street 16 -inch Water Main and Sewer Cured -In -Place Pipeline Project to Team Ghilotti, Inc., and authorized execution of a professional design services agreement with Winzler & Kelly for inspection and construction management services; and WHEREAS, construction commenced on June 23rd, 2008; and WHEREAS, during construction a significant number of unmarked, unknown and incorrectly marked underground utilities were encountered which hampered construction progress; and WHEREAS, the City temporarily suspended the project on August 29, 2008, through the holiday season, in order to avoid a conflict with construction of the "D" Street Bridge Rehabilitation Project; and WHEREAS, the presence of wilmown utilities has added 23 working days to the project schedule for which the contractor must be compensated; and WHEREAS, the suspension of work has added 20 working days to the project schedule for mobilization and demobilization for which the contractor must be compensated; and NOW, THEREFORE, BE IT RESOLVED that the Petaluma City Council hereby: Increases the project budget by $267,315.49, which increases the total project budget arnount from $1,460,000 to $1,727,315.49. Authorizes the City Manager to execute Amendment No. 2 to the professional design services agreement with Winzler & Kelly in the amount of $153,585 for additional inspection and construction management services. Q LOCATION MAP ATTACHMENT "A" WASHINGTON STREET 16 -INCH WATER- MAIN AND SEWER. CIDP PROJECT LOCATION MAP g i% w� El", m 'a vjq �-Y Lp 3N e kte ix kc)(N �PROJECT SIT 3e, kt oR 71 N E WR & c w— s * UTILITY ENGINEER114G v N E WR & c w— s * UTILITY ENGINEER114G LIST OF UNKNOWN UTILITIES ENCOUNTERED ON PROJECT Unknown Utilities Encountered Unknown Utilities List.xls Page 1 of 2 3/10/2009 a Washington Street Project Type of Impacted Type of Utility Encountered Additional Information Station Size Material Depth Operation 1 +23 3 inches 2.20 Main Electric 2 2+47 6 inches VCP 4.60 Main sewer lateral 3 3+83 2 inches Main Unknown 4 5+30 4 inches Connection AT&T 5 51-30 4 inches Connection AT&T 6 5+83 DUCT Main Unknown old woad square duct bank 7 6+10 41nches VCP Main sewer lateral B 6+18 1 inches Main Unknown direct bury cable 9 6+19 6 inches VCP Main sewer lateral 10 6+22 1 inches HDPE 3.50 Main Electric 11 6+22 2 inches HDPE 3.70 Main Electric 12 6+35 15 inches CMP 1.50 Main Storm Drain 13 6+39 4 inches STL 2.30 Main Gas 14 6+42 2 inches STL 2.40 Main Gas 15 6+50 10 inches RCP 2.80 Main Storm Drain 16 6+52 8 inches RCP 3.20 Main Storm Drain 17 6+85 3.60 Main Telephone 18 7+07 2 inches 2.20 Main Unknown 19 8+12 4 inches VCP 3.40 Main sewer lateral 20 8+14 4 inches PVC 2.20 Main Unknown 21 9+01 .75 inches STL 2.20 Main Unknown 22 9+21 4 inches PVC 3.30 Main Unknown 23 9+26 10 inches ACP 3.00 Main 24 9+38 2 inches STL 2.40 Main Unknown 25 9+81 8 inches STL 3.10 Main Unknown 26 9+95 .75 inches STL 2.20 Main Unknown 27 10+00 .75 orches STL 2.20 Main Unknown 26 10+90 2 inches STL 2.00 Connection Unknown 29 11+00 B inches VCP 4.50 Connection Unknown 2 stacked VCP lines 30 11+00 2 inches STL 1.30 Connection Unknown 31 11+00 .75 inches STL 1.50 Connection Unknown 32 11+05 4.80 Main Telephone 33 11+15 6 inches VCP 7.80 Main sewer lateral 34 11+96 2inches PVC 2.80 Main Traffic Signals 35 12+52 2 inches STL 2.00 Connection Unknown 36 12+52 4 inches PVC 0.80 Connection Unknown 37 12+52 2 inches PVC 1.80 Connection Unknown 38 12+52 .751nches STL 1.70 Connection Unknown 39 12+52 2 inches STL 1.10 Connection Unknown 40 12+65 2 inches STL 1.30 Main Unknown 41 12+69 4 inches STL 2.10 Main Unknown 42 12+78 2 inches STL 2.30 Main Unknown 43 12+83 3 inches PVC 1.00 Main Probably Traffic Signals 44 12+86 2 inches PVC 0.65 Connection Unknown 45 12+86 1 inches PVC 0.65 Connection Unknown 46 12+86 linches PVC O.65 Connection Unknown 47 12+86 2 inches PVC 0.80 Connection Unknown 48 12+86 1 inches STL 2.50 Connection Unknown 49 12+86 2 inches PVC 1.30 Connection Unknown 50 12+86 2 inches PVC 1.30 Connection Unknown 51 13+01 8 inches STL 3.10 Connection Unknown 52 13+01 2 inches STL 2.00 Connection Unknown 2 slacked steel lines 53 13+01 2 inches STL 2.60 Connection Unknown 54 13+07 .75 inches STL 2.00 Main Unknown Unknown Utilities List.xls Page 1 of 2 3/10/2009 a Unknown Utilities Encountered Type of Utility Encountered Additional Information Unknown Unknown Unknown Washington Street Project Unknown Gas Unknown Type of Impacted Station Size Material Depth Operation 55 13+73 .75 Inches STL 2.00 Main 56 13+78 .75 inches STL 2.30 Main 57 13+79 CONC 3.30 Main 58 13+61 2 inches STL 2.90 Main 59 13+82 2 inches HDPE 3.10 Main 60 13+85 2 inches STL 2.10 Main 61 13+86 2 inches STL 2,10 Main 62 13+92 4 inches DI 2,80 Main 63 14+00 3 inches Unknown 3,40 Connection 64 14+00 3 inches 3.40 Connection 65 14+00 3 inches 3.40 Connection 66 14+75 CONC 3.00 Connection 67 14+75 2 inches 0.80 Connection 68 14+75 3 inches 0.80 Connection 69 14+75 3 inches STL Connection 70 14+90 2 inches STL 1.30 Main 71 15+04 1 inches STL 1.60 Main 72 15+13 6 inches VCP 4.20 Main 73 15+17 DUCT 3.20 Connection 74 15+17 2 inches STL 1.10 Connection 75 15+17 DUCT 4.40 Connection 76 15+17 3 inches PVC 3.00 Connection 77 15+17 3 inches PVC 3.20 Connection 78 15+27 2 inches STL 1.80 Connection 79 15+27 2inches STL 2.00 Connection 80 15+27 4 inches STL 4.00 Connection 81 15+27 1 inches STL 1.40 Connection 82 15+27 1 inches STL 1.70 Connection 83 15+76 2 inches PVC 0.85 Main 84 15+87 2 inches STL 3.10 Connection 85 16+16 2 inches STL 3.00 Main 86 15+17 6 inches 2.85 Main 87 16+18 2 inches STL 2.50 Main 88 11+00 8inches VCP 330 Main 89 11+30 GONG 1.00 Main 90 9+27 6 inches PVC 2.60 Main 91 9+39 2 inches STL 2.40 Main 92 9+48 2 inches STL 2.00 Connection Type of Utility Encountered Additional Information Unknown Unknown Unknown Concrete encasement 1.5'x1' Unknown Gas Unknown Unknown sewer lateral AT&T AT&T AT&T Unknown Concrete encasement 1.5'x1' Electric Electric Unknown Unknown Unknown Abandond AT&T Unknown Electric 64 kVA Electric Unknown Unknown 2 slacked pvc lines Unknown Unknown Unknown Unknown Unknown Traffic Signals Unknown Gas Water Unknown Unknown Hotel Unknown Concrete encasement 1'x1' Unknown Unknown Unknown Unknown Utilities List.xis Page 2 of 2 3/10/2009 WINZLER & KELLY PROFESSIONAL DESIGN SERVICES AGREEMENT AMENDMENT NO. 2 -k� AMENDMENT NO.2 To PROFESSIONAL DESIGN SERVICES AGREEMENT Construction Management Services for the Washington Street 16 -inch Water Main and Sewer CIPP Project C00501008-3700-54152 THE AGREEMENT made and entered into on June 24.2008 by and between the City of Petaluma, a Municipal Corporation and a charter city (hereinafter referred to as "City") and Winzler and Kellv Consulting Engineers. (hereinafter referred to as "Consultant") is hereby amended to include the following: 1. Provide additional construction management services to provide additional services, inspection and GIS as -built data as described in Attachment A, dated January 15, 2009. 2. The term of this Agreement shall be extended from December 31, 2008 to December 31, 2009. 3. The cost for the additional services shall not exceed $153,585. This Amendment increases the total contract amount as described in Paragraph 2C of the original Agreement, as amended by Amendment No. 1, $U7,000 to $290,585. THIS AMENDMENT NO. 2 is hereby executed this CITY OF PETALUMA City Manager ATTEST: City Clerk APPROVED AS TO FORM: City Attorney APPROVED: Department Director APPROVED: Risk Manager APPROVED: day of CONSULTANT By Name Title Address City State Taxpayer I.D. Number 2009. Petaluma Business Tax Certificate Number Zip Interim Finance Director S:\C.I.P. Folder\WATER Folder\C501008-Was1iington St. 16inch Water and Sewer CIPP\Agreements\W & KC Amendment No 2.doc `1) WINZLER & KELLY - PROJECT FEE ESTIMATING SHEET PmI..t Name: Washlnalon Street 16 --Inch Water Main and Silo -lima Proleal Clio"[: City of 1101.IUmn Pmpamd by: 41M Wlntur unto: January 20,2000 Jog Margin'; .LA6OR COSTS _ "' - - FEE COhSPttTATiON LABOR CATEGORY> PIC Pm. Sr. Pro. Pro. Sr Pro. 61.11 LLS Oona Const. InspnGI CAD WP TOTAL -OTHER SBba TOTAL ias ag (6SH�lat � ?AVrITaslf I S Ct4HRala HOURS Wn�T {NIA) RATE SYN SHG• I 55Hrticl � SMO I $18 ( S/Hrl I � COSTS ( PEE /Item 1 Mr $55 TSir ASK- 1.0 VOMIMCI Adminiairaion 11,1 Aetlillnnal Coat for Ghanna of CM's ( I I i i P. I I I 2G4' 51.5041 l $I4,7n4 - 11,2AddlllunalHomclurCM , 1 I I 1051 I Iasi 55301 010,530 113 Enensiyn at Gon'4act i l 99G� 3DGi S2.a1Gi 552A➢G 114 GIS An,bulll lninran lion i ` 1 171 I , ih %tual 1 $2,SG SUBTOTALTA51t lA� ill 01 at 01 171 01 OI 2641 4411 0: 01 01 7221 S4.3321 SOI S➢Banti TASK -26 Mond incacctton i 2,1 Fluid Insnocllan IProvai(na Wanvl I 1 I I I I J I 1 4401 1 1 440: $2,0001 1 I 654.200 SUBTOTAL TASK 4al DI 01 01 Dj 01 of at 01 OI 4401 01 al 4401$2.6001 501 554.200 TASK -7.0 Enninaminm Ouena Cunsi. tEzisiinn Contract} i a. 1 l ( 9 I I I t ill Sul Sol i, i lu,A ; OI Sai - 1 1 01 Sol I so TASK 141 al al of of al ill 01 OI 01 01 01 Ili Ot $01 Sul 50 TADK-4.0 Preled Connotation,SUBTOTAL i 14.1 Prof.al I'D I Di SOI 50 I4.2 5ugstandfal tlnaal one ti Finalml nal Cprtolfan I I I I Ik I I , m SDI Sol 14.3 PmJaci Oocumems ( 1 I of Sol � 501 44 Doors of Comnlclion 1 I ) I I 01 sot � Sol SUBTOTAL TRSIf 4.0 01 01 at of of - 01 0r 01 01 0l ➢I o 01 60 Sod Su CSUSTOTAL TASKS 1.0-4.0I i,17p1 $7,020 $pj $153,505 TASK. 5.0 ADemniv InsUDeBan Cenllnllnnay `5-1 6a - SUBTOTAL TASK 5.6 01 01 01 01 21 1 1 I I 01 OI W 01 UI 01 dl $ui Sul Sol SD I IPROJECTTOTALS D� OI (it 01 17l I O) 1 0) I 264: I 441) I 445( 0) Ul 1,1701 $7,0201 SOI $153,505 , 'OTHER DIRECT COSTS inludo tetvpbanv, rtdloaaa, p0nllag, plmloeopluc antl albur mlecollunoous atud urpencnr,- Assumptions: kraunn night work and day work lar lnspocllan are NOT -bads to bank" Assume 56 day construction dwailun gtot cam acier adredule) Assume January ^ularl and Early Mame Oompivlian