Loading...
HomeMy WebLinkAboutWORK ORDER - PURCHASE ORDER - 9123834PROFESSIONAL SERVICE AGREEMENT WORK ORDER FORM PURSUANT TO AN AGREEMENT BETWEEN THE CITY OF FORT COLLINS AND STANTEC CONSULTING SERVICES INC. DATED: JULY 15, 2008 Work Order Number: SCP-BRTStantec-062812 Purchase Order Number: `I (Z3g3'i Project Title: Construction Phase Services for the City of Fort Collins Water and Sewer Utility Improvements to the Bus Rapid Transit (BRT) Protect Commencement Date: June 2012 Completion Date: November 2013 ,�6S,870, p° Maximum Fee: Not to exceed (See attached EXHIBIT B) (time and reimbursable direct costs) Project Description: (See attached EXHIBIT A). Scope of Services: (See attached EXHIBIT A and C). Professional agrees to perform the services identified above and on the attached forms in accordance with the terms and conditions contained herein and in the Professional Services Agreement between the parties. In the event of a conflict between or ambiguity in the terms of the Professional Services Agreement and this work order (including the attached forms) the Professional Services Agreement shall control. The attached forms consisting of EXHIBITS A and B, nine (9) pages are hereby accepted and incorporated herein, by this reference, and Notice to Proceed Is hereby given. Professional: STANTEC CONSULTING SERVICES INC. By: Don Silar, Senior Associate Submitted By: Sue PaquetW, Special Projects Manager Date: (0-28-1Z Reviewed By: fAiYA+ Z�� Owen L. Randall, Chief Engineer Date: Approved By: Jon Haukaas, Water Engineering and Field Services Operations Mgr. Date: `; 4 /17-- Water Engineering and Field /ihmvivesi®perations Manager James B. O'Neill 11, CPPO, FNIGP Dir. of Purchasing and Risk Managen (over�$60,000 Date: C� EXHIBIT B :BUS RAPID TRANSIT BRT UTILITY IMPROVEMENTS - CONSTRUCTION PHASE 'CONSTRUCTION o b14k101Y Relethow PHASE Don 1T0 T~ Chu $113 S" —- Cn" to RhWdo jemm Rea $100 TASK 1 Tt _ LAKE STREET WATER LINE CONSTRUCTION SwmmaiR�" _ o"-S�w Iropec _ emnl Drse�ne: _ - M-2.1gs --- 4 � 8 4 _. 4 - 18 +_ 40 � a 8 + --- + _. 18 � 12 S ,713 S 2 402 S 8,402 S _ 4.743 1.737 reek t ewwm S 15,595 12 474 S 474 S 351 1.3 IA 129 TASK 2 L1 TROUTMAN PARKWAY CONSTRUCTION WAT LIE OnSt lnspecbon _ _ Ra dDrawft Pmpree mm"pa _ _ 8 4 4 20 8 + -t _ - 8 8 S 293 $ 3,961 $ 3,456 $ -- 1,737 T-k2mdbW S 9,154 22 $ 256 2.3 1 ASK 3 31 PROSPECT WATER AND SANITARY SEWER CONSTRUCTION S,bftlW RMm — - -- a ° S mpepmn -- RecoMDra rgo - - PtaaressMeentas a _ 18 - 4 8 16 80 8 + - 125 20 18 $ 257 3,473 $ 10.364 5.603 $ 2.606 Taak3subee S 22,045 az S 768 3.3 S 415 3A 193 TASK 41 FOOTHILLS PAR A ATERLINE subftttMRevbw Slt.Impm" 4 4 _.2 -- 8 _ 8 4 — 8 _ 4 129 1,737 S 2,169 1,724 Takk4aftW $ 5 629+ 4,2 $ 161 Jog ASK 5 51 SPRING CREEK WATERLINE Submittal Re m ReS—fted mp Qs _ Rtpwd Draebas 4 _ - 4 2 g 20 4 --- .-_ _ 4 129 S 289 1 1.737 3,833 1,T24 Tau5UMW '. _ _.... S 7,093 53 5.3 ASK 6 b 1 BRT CONSTRUCTION • GENERAL Otw Repro aut Arne Duna BRT Combuckm ml we d we wua be enalvedp nom 20 40 20 20 962 T 1-2,982 TMsk6subioy. S 12,982 ASK 7 7 1 OVERALL DESIGN AND CONSTRUCTION DOCUMENTATION Notebook Cot-3lnry Daslpn Do wft 8 Record deMrys wote_a ryema n .Meeaa MautM � Ptyett p1m - - MlloMaao, i End OPmllcl nuns 4 -T 2 16 8 + 8 8 - ... 8 + S 978 $ 1 953 976 s 1 e32 5 1,356 Tmk 7 worry. - $ 9 806 _ A 72 $ 145 72 $ 136 5 100 S 266 D DRemdora.aaa E K 8 61 OFFICE ADMINISTRATION oMceedrM,Jetratlo"awn 16 8 3,586 Taek a s,mmy: S 3,586 love] olerlorl per labor category (pduy: _ 132 360 0 88 8 84 588 <cTotal Manhoum _ _ total vests per tabor category, sub6 nsuR 8 expenses: S ;11232 $ 40,680 1 $ $ 8,712 IS 504 $ 6,400 $ 6,362 ITtl Costs» $ 85,890 staff -weeks: ol 9.00 1 o.uu 1 2.201 0.2011.601 w w... Exhibit A City of Fort Collins Scope of Services for Construction Phase Services for the City of Fort Collins Water and Sewer Utility Improvements to the Bus Rapid Transit (BRT) Protect Introduction This scope of services represents the final engineering design and construction phase services associated with the City of Fort Collins' Utilities BRT Water Improvements project. The scope is intended to accompany, and work in unison with, the project Fee Estimate (Exhibit B). The Fee Estimate is a spreadsheet representing an overview of the project with individual work tasks represented in rows and anticipated professional staff and subconsultant effort represented in columns. General The remainder of this document describes our understanding of the scope of work. Several assumptions were made in developing the scope: This scope of work will include all construction phase services required to review Connell Resources' submittals, perform on -site observation of the work, prepare record drawings from information received from Connell and the City, and attend construction progress meetings. The Stantec Team for this project will be Don Sitar as Project Manager, Tanner Randall as Project Engineer and Resident Project Representative during construction, and Jeromy Vigil as Surveyor. All project deliverables will be made available to the City in electronic as well as hard copy format (i.e. paper copies). Electronic files will be prepared and formatted in current industry standard software including AutoCAD (DWG) and Adobe (PDF) formats. Scope of Services Task 1: Lake Street Water Line Presently the City of Fort Collins has a 16" water line that nuns west to east in Lake Street. The waterline is encased under the railroad track in a 31' long 48" CMP casing pipe. The casing pipe extends 16' east of the centerline of the railroad tracks. This waterline, at Its present vertical location, Is in conflict with the proposed 54" RCP storm sewer to be built as part of the Mason Corridor BRT. In conjunction with the affects to the waterline, the BRT project and the associated utility improvements also affect the existing sanitary sewer system. The existing sanitary sewer in Lake Street is a 15" VCP. There are two City manholes and one CSU manhole in Lake Street or just off the north shoulder of the road. The age and material of this sewer would severely complicate construction of the proposed storm drainage utilities in Lake Street and potentially result In a failure of the system. Therefore Stantec designed Improvements to the 16" waterline and 15" sanitary sewer line so that each utility will be better suited to withstand the construction activities slated to transpire around them and so that they will provide reliable service for years to come. This included designing a steel water line segment for crossing the proposed storm sewer with the waterline, a new air release valves (ARV) on the east side of the crossing, a new in -line valve west of the railroad tracks to assist in construction of the improvements, removal of one sanitary sewer manhole and a replacement section of sewer, and maintain service to Colorado State University (CSU) and the tomes east of the railroad tracks along Lake Street In order to observe the installation of the improvements and be available to address items and issues as they arlse during construction, Stantec proposes the following services: Page 1 of 7 Task 1.1 — Submittal Review A. Shop Drawing submittals will be reviewed for compliance with the Contract Documents. These are anticipated to include, pipe, bedding, manholes, concrete mixes, steel pipe and coatings, air release valves, and in -line Butterfly Valve. Task 1.2 — On -Site Inspection A. On -site services up to the time of Substantial Completion of the Work: 1. Stantec will not supply a full time Resident Project Representative as these services will be performed by City staff. 2. Stantec's Project Manager and Project Engineer will make occasional site visits to observe the work and discuss items requiring modification of the design. These will be made on an occasional basis and will be coordinated with the City's Project Manager. 3. Stantec's Project Manager and Project Engineer will be available to consult with the City and Connell to address issues that arise during construction of the lines and appurtenances. B. On -site services after Substantial Completion of the Work: 1. Stantec's Project Engineer will make occasional site visits to observe completion of the work. 2. Conduct a job walk-through in conjunction with City staff and Connell Resources (Connell) personnel, and assist in the preparation of a "punchlist". C. Geotechnical Soils Testing: CTL-Thompson (CTL) will perform compaction testing of backfili materials and submit reports. Results will be summarized and distributed to the City, Connell and Stantec as soon as they are available. City will contract directly with CTL for these services and will coordinate times and locations with CTL as required. Task 1.3 — Drawings of Record A. Stantec will collect and review Information supplied by Connell and City. B. Stantec's Surveyor will field survey the location and top of pipe elevations on the newly installed steel pipe and reduce this information so coordinates and elevations can be placed on the Record Drawings and this Information can be transmitted to the BRT contractor. C. Stantec will consolidate the record information into a form that can be placed on the construction drawings. This amended information will show modifications made during construction and will be noted by clouding the information and recording on each drawing sheet the date modified and by whom. Upon completion and review of these drawings by the City and Connell, Stantec will forward copies to the City in electronic form and as hard copies. Task 1.4 — Progress Meetings A. Attend progress meetings: Our fee estimate is based on two (2) meetings. All meetings will be attended by Stantec's Project Engineer and Project Manager. B. An Agenda will be prepared and Minutes of the progress meetings will betaken by the Project Engineer and distributed to all project personnel (i.e. City, Connell, and Stantec staff). Copies of these documents will be distributed and discussed at each progress meeting. Task 2: Troutman Parkway Water Une Presently the City has a 12" DIP waterline running perpendicular to the BNSF railroad tracks at the intersection of Troutman Parkway. The waterline Is encased in a 20' steel casing pipe that is sand blown with wood skids. In order to be able to access and, If necessary, remove the DIP from the casing once the Page 2 of 7 BRT project has been finished, the existing casing must be extended to the east. Stantec designed an extension to the existing casing. In order to aid the construction of the proposed access walk to the pedestrian underpass and the proposed storm sewer, a segment of the 12" waterline has been Isolated and will remain removed for the duration of time it takes for these improvements to be installed. Following the installation of the pedestrian access ramp and the storm sewer and prior to the installation of BRT surface improvements, the waterline from the casing to the newly installed valve in Troutman Parkway will be installed. Stantec will be on -site during construction of the water line to observe the Installation and address any issues that might arise. Shop Drawing submittals were reviewed for compliance with the Contract Documents during the design phase and installation of the in -line valve In Troutman Parkway. No further reviews are anticipated. In order to observe the installation of the Improvements and be available to address Items and issues as they arise during construction, Stantec proposes the following services: Task 2.1 — On -Site Inspection A. On -site services up to the time of Substantial Completion of the Work: 1. Stantec will not supply a full time Resident Project Representative as these services will be performed by City staff. 2. Stantec's Project Manager and Project Engineer will make occasional site visits to observe the work and discuss items requiring modification of the design. These will be made on an occasional basis and will be coordinated with the City's Project Manager. 3. Stantec's Project Manager and Project Engineer will be available to consult with the City and Connell to address issues that arise during construction of the lines and appurtenances. B. On -site services after Substantial Completion of the Work: 1. Stantec's Project Engineer will make occasional site visits to observe completion of the work. 2. Conduct a job walk-through in conjunction with City staff and Connell Resources (Connell) personnel, and assist in the preparation of a "punchlist". C. Geotechnical Soils Testing: CTL-Thompson (CTL) will perform compaction testing of backfill materials and submit reports. Results will be summarized and distributed to the City, Connell and Stantec as soon as they are available. City will contract directly with CTL for these services and will coordinate times and locations with CTL as required. Task 2.2 — Drawings of Record A. Stantec will collect and review Information supplied by Connell and City. B. Stantec will consolidate the record information into a forth that can be placed on the construction drawings. This amended information will show modifications made during construction and will be noted by clouding the information and recording on each drawing sheet the date modified and by whom. Upon completion and review of these drawings by the City and Connell, Stantec will forward copies to the City in electronic forth and as hard copies. Task 2.3 — Progress Meetings A. Attend progress meetings: Our fee estimate is based on two (2) meetings. All meetings will be attended by Stantec's Project Engineer and Project Manager. B. An Agenda will be prepared and Minutes of the progress meetings will be taken by the Project Engineer and distributed to all project personnel (i.e. City, Connell, and Stantec staff). Copies of these documents will be distributed and discussed at each progress meeting. Task 3: Prospect Road Water & Sanitary Sewer Page 3 of 7 The BRT project crossing Prospect Road affects the existing water and sanitary sewer. utilities in that the elevation of the proposed storm sewer system is in conflict with an W waterline and a 10" sanitary sewer. Presently the elevation of the City's 8" waterline, which runs west to east in Prospect Road, is in conflict with the designed elevations of the proposed 60" DuroMaxx stone sewer. Stantec analyzed the conflicts and recommended moving the water line both horizontally and vertically. In addition, the 10" VCP sanitary sewer running from west to east down the centerline of Prospect has been designed to clear the proposed 60" DuroMaxx storm sewer. In order to observe the installation of the improvements and be available to address Items and issues as they arise during construction, Stantec proposes the following services: Task 3.1 — Submittal Review A. Shop Drawing submittals will be reviewed for compliance with the Contract Documents. These are anticipated to include, water and sewer pipe materials, saddles, bedding, manholes, concrete mixes, fire hydrant assembly, and valves. Task 3.2 — On -Site Inspection A. On -site services up to the time of Substantial Completion of the Work: 1. Stantec will not supply a full time Resident Project Representative as these services will be performed by City staff. 2. Stantec's Project Manager and Project Engineer will make occasional site visits to observe the work and discuss items requiring modification of the design. These will be made on an occasional basis and will be coordinated with the City's Project Manager. 3. Stantec's Project Manager and Project Engineer will be available to consult with the City and Connell to address issues that arise during construction of the lines and appurtenances. B. On -site services after Substantial Completion of the Work: 1. Stantec's Project Engineer will make occasional site visits to observe completion of the work. 2. Conduct a job walk-through in conjunction with City staff and Connell Resources (Connell) personnel, and assist in the preparation of a "punchiisr. C. Geotechnical Soils Testing: CTL-Thompson (CTL) will perform compaction testing of backfill materials and submit reports. Results will be summarized and distributed to the City, Connell and Stantec as soon as they are available. City will contract directly with CTL for these services and will coordinate times and locations with CTL as required. Task 3.3 — Drawings of Record A. Stantec will collect and review Information supplied by Connell and City. B. Stantec's Surveyor will field survey the location, and Inverts and rim elevations of the new sanitary sewer and top of pipe elevations and locations on the new water line and casing pipe. This information will be placed on the Record Drawings and transmitted to the BRT contractor. C. Stantec will consolidate the record Information into a form that can be placed on the construction drawings. This amended information will show modifications made during construction and will be noted by clouding the Information and recording on each drawing sheet the date modified and by whom. Upon completion and review of these drawings by the City and Connell, Stantec will forward copies to the City in electronic form and as hard copies. Task 3.4 — Progress Meetings A. Attend progress meetings: Our fee estimate is based on three (3) meetings. All meetings will be attended by Stantec's Project Engineer and Project Manager. Page 4 of 7 B, An Agenda will be prepared and Minutes of the progress meetings will be taken by the Project Engineer and distributed to all project personnel (i.e. City, Connell, and Stantec staff). Copies of these documents will be distributed and discussed at each progress meeting. Task 4: Foothills Parkway Water Line At the intersection of West Foothills Parkway and McClelland Drive there is a six inch (6") waterline that runs north and south. At the Intersection there was an existing waterline tee, where an eight Inch (8") waterline runs east. South of this tee was a stubbed out section of waterline that was capped. As a portion of the BRT project, the bridge over the Larimer County #2 Canal is slated to be replaced. In the necessary excavation to install the new bridge, the soil providing the restraint force, on the south end of the waterline, will be disturbed. Therefore, the stubbed out section was removed and a 90' bend was installed at the intersection. In order to observe the Installation of the Improvements and be available to address items and issues as they arise during construction, Stantec proposes the following services: Task 4.1 —Submittal Review A. Shop Drawing submittals will be reviewed for compliance with the Contract Documents. These are anticipated to Include, pipe, bedding, restraints, and Gate Valve. Task 4.2 — On -Site Inspection A. On -site services up to the time of Substantial Completion of the Work: 1. Stantec will not supply a full time Resident Project Representative as these services will be performed by City staff. 2. Stantec's Project Manager and Project Engineer will make occasional site visits to observe the work and discuss items requiring modification of the design. These will be made on an occasional basis and will be coordinated with the City's Project Manager. 3. Stantec's Project Manager and Project Engineer will be available to consult with the City and Connell to address issues that arise during construction of the lines and appurtenances. B. On -site services after Substantial Completion of the Work: 1. Stantec's Project Engineer will make occasional site visits to observe completion of the work. 2. Conduct a job walk-through in conjunction with City staff and Connell Resources (Connell) personnel, and assist in the preparation of a "punchlist". C. Geotechnical Soils Testing: CTL-Thompson (CTL) will perform compaction testing of backfill materials and submit reports. Results will be summarized and distributed to the City, Connell and Stantec as soon as they are available. City will contract directly with CTL for these services and will coordinate times and locations with CTL as required. Task 4.3 — Drawings of Record A. Stantec will collect and review information supplied by Connell and City. B. Stantec's Surveyor will field survey the location of the valve box and reduce this Information so coordinates and elevations can be placed on the Record Drawings and this information can be transmitted to the BRT contractor. C. Stantec will consolidate the record information into a form that can be placed on the construction drawings. This amended information will show modifications made during Page 5 of 7 construction and will be noted by clouding the information and recording on each drawing sheet the date modified and by whom. Upon completion and review of these drawings by the. City and Connell, Stantec will forward copies to the City in electronic form and as hard copies. Task 5: Sprina Creek Water Une Under the railroad embankment south of Spring Creek is a major water transmission pipeline that was Installed in a steel casing pipe so the carrier pipe could be removed If maintenance was required in the future. The BRT project proposes to construct a retaining wall over the east end of the casing. To allow future maintenance to occur, Stantec designed an extension to the casing and replacement of a portion of the carrier pipe that will occupy the new casing. In order to observe the installation of the improvements and be available to address items and Issues as they arise during construction, Stantec proposes the following services: Task 5.1 — Submittal Review A. Shop Drawing submittals will be reviewed for compliance with the Contract Documents. These are anticipated to include, pipe, bedding, manholes, concrete mixes, steel pipe and coatings, air release valves, and in -line Butterfly Valve. Task 5.2 — On -Site Inspection A. On -site services up to the time of Substantial Completion of the Work: 1. Stantec will not supply a full time Resident Project Representative as these services will be performed by City staff. 2. Stantec's Project Manager and Project Engineer will make occasional site visits to observe the work and discuss items requiring modification of the design. These will be made on an occasional basis and will be coordinated with the City's Project Manager. 3. Stantec's Project Manager and Project Engineer will be available to consult with the City and Connell to address issues that arise during construction of the lines and appurtenances. B. On -site services after Substantial Completion of the Work: 1. Stantec's Project Engineer will make occasional site visits to observe completion of the work. 2. Conduct a job walk-through In conjunction with City staff and Connell Resources (Connell) personnel, and assist in the preparation of a "punchlisr. C. Geotechnical Soils Testing: CTL-Thompson (CTL) will perform compaction testing of backfili materials and submit reports. Results will be summarized and distributed to the City, Connell and Stantec as soon as they are available. City will contract directly with CTL for these services and will coordinate times and locations with CTL as required. Task 5.3 — Drawings of Record A. Stantec will collect and review Information supplied by Connell and City. B. Stantec's Surveyor will field survey the location and top of the casing pipe and reduce this Information so coordinates and elevations can be placed on the Record Drawings and this information can be transmitted to the BRT contractor. C. Stantec will consolidate the record information into a form that can be placed on the construction drawings. This amended information will show modifications made during construction and will be noted by clouding the Information and recording on each drawing sheet the date modified and by whom. Upon completion and review of these drawings by the City and Connell, Stantec will forward copies to the City in electronic form and as hard copies. Page 6 of 7 Task 6 — BRT Construction — General Task 6.1 — Miscellaneous Services A. With a large number of construction project unknowns, additional services may be required that are hard to predict prior to construction and thus are difficult to determine estimates of efforts and associated fees. In addition, as the BRT guideway project progresses there will invariably be water and sanitary sewer conflicts that will have to be addressed. In an attempt to set aside time for these items (e.g. manhole, valve and soft utility conflicts), Stantec has included this task in a general nature intending to establish budget level costs for this work. Task 7 — Overall Desian and Construction Documentation Task 7.1— Notebook Containing Final & Record Drawings Documents created by Utilities, Connell, and Stantec during the design and. construction phases will be amassed and hard copies placed In a notebook for future reference should repairs and/or modification of these improvements be needed. Additionally, three (3) DVD's will be burned that include these documents. Documents that will be Included are: A. _Agendas and Minutes B. Pre and Post Construction Photographs C. Submittals D. Record Drawings E. Miscellaneous End -of -Project Items Task 8: Office Administration Task 8.1 — Administration U. A. Stantec will perform administration duties to schedule staff, prepare In-house cost tracking materials, review monthly billings for in-house personnel and subconsultants, prepare status reports to accompany billing Invoices, prepare contracts with subconsultants, and other duties as required by the work. Exhibit B, as attached, summarizes the staff hours and individual hourly rates, sub -consultant fee estimates, and expenses believed to be necessary to accomplish the scope of services outlined above. END OF EXHIBIT A Page 7 of 7 EXHIBIT B 'BUS RAPID TRANSIT BRT UTILITY IMPROVEMENTS - CONSTRUCTION PHASE Lsam Colaamym SuDComlatnl Rai mar m r erol Emr atl AEmm Survey Inan9aua, Don Taller Clv¢ Gap MONO Jemmy Rats Iu $176 S113 Sao $99 Sol $im BWerses TASK TOTAL TOTAL TASK 1 1.1 CONSTRUC1TilONIP,HASE LAKE STREET WATER LINE CONSTRUCTION St&MMW Review I 4 ! 16 1 I ®® - S 201 $ 2.713 12 On,9ft ucpemon 81 40 I 1 $ 474 $ 6,402 1.3 1A TASK 2 2.1 Record Dmwlsas 4 8 18 f 12 maefts I 4 8 I 1 TROUTMAN PARKWAY CONSTRUCTION WATER LINE Onstia hapedbr, 8 I 20 1 I I I $ 351 229 $ 293 $ 4.743 1,737 tmk.Ysuombl' . $ 15'S952 $ 3.961 23 Re=dDm**V 4 1 8 I 8 1 8 $ 256 $ 3,456 t3 ImaraaMeubp 4 1 8 12 5 1,737 00=5=9VM541 TASK3 11 PROSPECT WATER AND SANITARY SEWER CONSTRUCTION SuLmIasl Review 1 8 1 16 I ! ! $ 257 Toskzaimmtai 3,473 32 OnSte lmpatlo 16 60 s 768 $ 10.364 3.3 TASK a.1 etas Dmwegs 4 8 20 16 FOOTHILLS PARKWAY WATER LINE 6 12 suam tml aewalr I 4 I 8 I 1 I $ 415 $ 5,603 $ 2,605 1 Tmt „nri ' $ 22,045 193 42 e.3 T K 5 a1 suelmpecum 1 4 I 8 I ' 1 4 om eo DroMp 1 2 4 I I 8 1 SPRING CREEK WATER LINE SubrrdMWReview 4 1 8 I I I $ 1611 128 $ 129 $ 2,169 1.7241 imk4simkil f $ 1,737 52 5.3 TASK 6 e1 TASK71OVERALL 7.1 rvsite lnspatlon 4 20 4 a 2mwkgs 2 4 I B BRT CONSTRUCTION • GENERAL IODWRepa4aMet AmDunnoBRTComeuton rot sureoweworeseesrvalveearloM 1 20 I 40 I ! 20 1 1 20 DESIGN AND CONSTRUCTION DOCUMENTATION NoWbook CaftW na Oespn Doasmrm a Re Drmings 1 4 16 I i1 f $ 269 $ 3,633 1.724 Tasks sueoonl . $ 7�093 $ 962 $ 201 12,982 Aesk6'sa0amt $ j2'gg2s $ 2,713 Meeting mwae' 8 I $ 72 $ 978 B c D FAG plaan 16 ea° 8 1 I Raps Dmwinp 8 8 1 1 $ 145 $ 72 s 136 $ 1,953 $ 976 $ 1,832 t:mnanmrm ASK 8 B1 End OlprolesItem, 2 8 OFFICE ADMINISTRATION OAkeamnmhtrasondrsm 16 1 I I 1 8 1 IOU $ 266 1,356 ras 7sustotal$" 9806i 3.586 level o/effort per labor ealegMMixrs: 132 360 1 0 88 8 64 588 «Total Manhoum total costs par/allot Category, sutYeonsult.8 nses: $ 23,232 $ 40,680 1 E 1 $ 8,712 $ W4 $ 6,40D $ 6,362 Total Casts>> 85,890 staff -weeps: 3 9.0 2-201 0.2011.60 Tmw.wr.