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HomeMy WebLinkAboutState of Alaska Division of Energy Lime Village Bulk Fuel Upgrade Phase I Preliminary Design Report January 21, 19987 State of AlaskaooDivisionofEnergy .Lime Village BBulk FuelLupgrade Phase |iPreliminary Design Report _a = -For:-. -Department of Community and Regional AffairsDivisionofEnergy -- "333 West Fourth Avenue,Suite 220Anchorage,Alaska 99501-2341 ; .>January 21,1998 State of Alaska Division of Energy Lime Village Bulk Fuel Upgrade Phase | Preliminary Design Report Contents: ¢Narrative ¢Cost Estimate ¢Drawings By: Design Alaska,Inc. 601 College Road Fairbanks,Alaska 99701 January 21,1998 SATEEN”N . . -" - é State of Alaska -Division of Energy . Lime Village Tank Farm Upgrade [esi nPhase|-Preliminary Design Report Al aSndPage1 MECHANICAL DESIGN NARRATIVE General: This project will provide a revised and relocated Lime Village school tank farm and unloading/transfer facilities with the possible incorporation of the new Lime Village Traditional Council (LVTC)powerhouse tank farm and the existing LVTC gasoline sales tanks. A site visit was conducted October 24-26 to perform an assessment of the existing tanks and associated equipment,evaluate possible piping revisions,and evaluate relocation of fuel unloading and transfer equipment.During the site visit,a survey was conducted to gather information regarding area elevations and some limited property boundaries.Two test holes were hand bored approximately 24”-30”deep to obtain an estimate of local soil conditions. Local Geography: Local geography contributes significant impact to potential design consideration.The Stony River,adjacent to Lime Village is too shallow for barges and fuel must be flown in.The airport is separated from the higher ground of the village by a usually dry slough with only a narrow road for access,running across the slough.During high river levels (550'),typically caused by downstream ice jams,the slough and the Northwest end of the runway flood with as much as 6 feet (+/-)of water.On one occasion the access road (552')was washed out due to extremely high water caused by an ice jam in the river. Fuel Delivery: For the past several years Hill Enterprises in Sleetmute has had the fuel contract for the Lime Village school as well as other local purchasers.Hill Enterprises uses a Cessna 206 to deliver 190 gallons of fuel per load.Fuel is presently transferred from the plane to a 3800 gallon holding tank at the airport by means of hose stored in the pump house and a portable gasoline powered pump carried on the 206. To transfer fuel from the holding tank at the airport to the school,a hose is connected from the pump house adjacent to the holding tank,across the slough,to the lower end of the existing 1- 1/2”fuel oil transfer pipe.Previously,the fuel oil transfer pipe had run across the slough,directly to the pump house;however,high water and moving ice in the slough washed the pipeline out. During the site visit,it was reported that even the pump house is occasionally flooded with four feet or more of water,its elevation is 545 feet. Because of reported past oil spills and the powerhouse's desire to divorce itself from resultant claims associated with piping leaks,it was decided during the construction of the powerhouse,to run a separate pipe from the base of the hill above the slough to the new power house tank.The pipe is 2”,reportedly single wall HDPE,although there is no labeling visible on the exposed portions of the pipe.The concept is that the powerhouse would rely on essentially the same fuel delivery system as the school,but the two systems would separate at the bottom of the hill,just above the slough.The powerhouse is not yet operating;however,it is reported that it will begin operation soon. The new fuel oil unloading and transfer system will consist of an 8'x6'pump house located on the edge of the airport apron.The pump house will include a centrifugal unloading pump and enough storage room for the suction hose.The pump will draw from the delivery aircraft through the suction hose and pump fuel oi!across the slough and up the hill to the new tank farm through a 2” welded steel pipeline. State of Alaska -Division of Energy Lime Village Tank Farm Upgrade [) Phase |-Preliminary Design Report APage2 The pipeline could be supported across the slough from the airport maintenance building pad to the base of the hill by a structural steel box truss.The truss would be supported at each end with round steel piles.The truss would allow the new pipeline supports to be placed away from the slough where they would not be susceptible to damage from ice flow.Also,the truss will allow the piping to be suspended above the slough,clear of the ice flow. As an alternative to suspending the fuel oil pipe above the slough,it could be buried across the slough and rise above ground on either side.This option would not be advised without a form of secondary containment similar to Total Containment Enviroflex and a companion leak detection system.While somewhat less expensive at first cost than the structural steel truss system,this method may require more maintenance and expertise over time than the afore mentioned above ground installation. Tank Farm: The existing school tank farm is located adjacent to the school.Similarly,the existing powerhouse tank farm is located near the powerhouse.Both are constructed with the liner exposed where it is subject to physical abuse and potentially to damage. The new school tank farm will be located adjacent to the powerhouse tank farm.It will be provided with a security fence and lighting.In addition to consolidating and upgrading existing school tanks,this project will provide a new transfer pump for fuel oil distribution to the school, school generator and teachers housing day tanks. Transfer of oil to the school,schoo!generator and teachers housing day tanks will be controlled by placing high liquid level limit switches at the respective tanks that will cause the pump to shut off when the tank is full.Conduit for the control wiring will be routed parallel and adjacent to the fuel oil transfer piping.A fill limiter will be provided at each tank to physically stop the flow of oil ifthehighlimitswitchfails.The pumps will be operated from a timer and will automatically shut off after a pre-set time limit. Consolidation of the powerhouse tank farm with the new school tank farm is advisable to correct miscellaneous deficiencies in the powerhouse tank farm.As a result,the Estimate Base Bid provided with this report addresses the work associated with the school fuel oil system and Estimate Aiternate 1 addresses the work required to include the powerhouse tank farm as part of the new work.oe Gasoline: During the site visit it was noted that two 1000 gallon,skid mounted,double wall tanks were located at the airport just clear of the ramp.Upon investigation,it was determined that thesetanksstoregasolinepurchasedbytheLimeVillageTraditionalCouncil(LVTC)and sold to residents when the village has the funds for the service.The frequency of this service is reported to be sporadic and may or may not occur on any given year.Details on these tanks is given in this report,should it be desired to include the gasoline tanks and/or the ability to dispense fuel in any further design development of this project.Estimate Alternate 2 addresses this possible option. Of interest,it was also noted during the site visit that a number of 50 gallon drums are present at the apron of the airport.These drums are privately owned.Individuals pay to have their own gasoline and diesel fuel flown in due to the inconsistent availability of fuel.The drums are either left at the airport and drawn from in place,or hauled up the hill to the private residences on four wheelers. State of Alaska -Division of Energy . Lime Village Tank Farm Upgrade [)eSI n Phase |-Preliminary Design Report A\las naPage3 Tanks: All of the existing tanks to be reused will require some degree of modification.For example,none of the fuel oil tanks inspected possess an emergency vent.All but one of the horizontal storage tanks will require skid and saddle installation or modification.This project will bring all reused tanks into code compliant condition.A list summarizing condition of the tanks inspected is provided below.The recommended tank farm plan incorporated in this package is dependent on satisfactory inspection of tank interiors after cleaning and prior to retrofit modifications. Of the tanks not being reused,two are failed,and four are probably too small and unsuitable for further service. Existing Tank Condition: Generally the condition of the existing tanks is as follows: Iditarod Area School District (ASD)Tanks 1.3,800 gallon horizontal,skid mounted,fuel oil tank located at the airport pump house. a.Field measured dimensions:74”diameter x 17'-2”long. b.No venting is provided for the tank;all top fittings are capped. c.1 ea,2”FPT and 4”FPT fitting at top. d.2”FPT fitting at bottom,each end of tank. e.Volume of contents on date of inspection:Unknown. f.Note:While the inside condition of this tank is unknown,the exterior is in good condition.Overall the tank appears to be of unusually strong construction with very heavy skid design and a heavy hinged tow bar attached to one end. 4 2.5,000 gallon horizontal,saddle mounted,fuel oil tank located at the school tank farm. a.Field measured dimensions:72”diameter x 23'-9”long. b.Existing tank saddles are only 54”wide,which is too narrow for adequate tank support.They will require modification or replacement before reuse. c.2 ea.2”FPT fittings and 18”bolted manhole at top. d.1 ea.2”FPT fitting at bottom one end of tank. e.Volume of contents on date of inspection:Unkfiown. f.Note:While the exterior of the tank appears to be in acceptable condition,it should be noted that two of the four adjacent 500 gallon day tanks,which appear to be of the same vintage,had rusted through from corrosion.This tank should be carefully inspected for interior corrosion prior to reuse. State of Alaska -Division of Energy Lime Village Tank Farm Upgrade [esi n Phase |-Preliminary Design Report A\las ndPage4 3.500 gallon horizontal fuel oil day tank for school located at the school tank farm. a.Field measured dimensions:45”diameter x 73”long. b.Tank is constructed without saddles or skids. c.2 ea.1-1/4"FPT fittings,1 ea.2”FPT fitting and 16”hinged lid manhole at top. d.1 ea.1-1/4"FPT fitting at bottom,one end of tank. e.Volume of contents on date of inspection:Unknown. 4.oo galion horizontal fuel oil day tank for school generator located at the school tank'arm. a.Field measured dimensions:45”diameter x 73”long. b.Tank is constructed without saddles or skids. Cc.1 ea.1-1/2”FPT fitting,1 ea.2”FPT fitting at top. d.1 ea.1-1/4”FPT fitting at bottom,one end of tank. e.Volume of contents on date of inspection:Unknown. 5.2 ea.500 gallon horizontal fuel oil tanks located in the schoo!tank farm. a.Field measured dimensions:45”diameter x 73”long. b.Status:abandoned due to corrosion failure. 6.1,000 gallon horizontal fuel oil day tank located at teachers'housing/elementary school. a.Field measured dimensions:64”diameter x 73”long. b.Tank was originally constructed for below ground installation and is not equippedwithsaddlesorskids.This tank could be modified to provide an additional 1000 gallons of storage in the tank farm if this is desired. Cc.2 ea.3”FPT fittings and 1 ea.2”FPT fitting at top. d.1 ea.1”FPT fitting at bottom,one end of tank. e.Volume of contents on date of inspection:Unknown. 7.1,000 gallon horizontal fuel oil storage tank -spare. a.Field measured dimensions:63”diameter x 73”long. b.Tank was originally constructed for below ground installation and is not equipped with saddles or skids.This tank could be modified to provide an additional 1000 gallons of storage in the tank farm if this is desired. State of Alaska -Division of Energy Lime Village Tank Farm Upgrade Phase|-Preliminary Design Report Page 5 c.2 ea.2”FPT fittings and 1 ea.1-1/2”FPT fitting at top. No fittings at bottom of tank. Volume of contents on date of inspection:Unknown. It should be noted that the top of the tank was open to atmosphere and the tank contained an unknown quantity of water. Lime Village Traditional Council (LVTC)Powerhouse Tank 8.3,000 gallon horizontal fuel oil tank located at the powerhouse. a. b. e. f. Field measured dimensions:64”diameter x 18'-3”long. The tank was new on the date of inspection.All tank fittings retained the factory plugs. Tank is constructed without saddles or skids.The tank is presently installed on wood cribbing which is non-code compliant. 2 ea.4”FPT,1 ea.3”FPT and 2 ea.2”FPT fitting at top. 2”FPT fitting at bottom,one end of tank. Volume of contents on date of inspection:Empty. LVTC Gasoline Storage Tanks 9 &10.1,000 gallon horizontal,double wall,fuel oil tanks located at airport. a. b. c. Field measured dimensions:64”diameter x 89”long (exterior shell). Existing tanks are equipped with saddles and skids. 2 ea.4”emergency vents,1 ea.4”FPT fitting and 4 ea.2"FPT fittings at top. 1 ea.2”FPT fitting at bottom,one end of tank. Volume of contents on date of inspection:Unknown. Tank contents:gasoline. State of Alaska -Division of Energy . Lime Village Tank Farm Upgrade [Nes nPhase|-Preliminary Design Report laSKa Page 6 Current Fuel Consumption: Presently the school consumes approximately 5,000 to 6,000 gallons of fuel per year to meet heating and electrical demands for the schoolhouse and elementary school/teacher's housing. While the powerhouse is not yet operating,it has been provided with a 3,000 gallon storage tank (about 2,700 gallons of useful capacity). Two 1,000 gallon double wall storage tanks are used sporadically for gasoline sales to the local residents. Current Annual Fuel Consumption Facility:Fuel Type: Gasoline #1 Fuel Oil Iditarod Area School District N/A 5,000 -6,000 gallons (8,000 gallons storage capacity available) Lime Village Traditional Unknown Current Powerhouse Council Consumption:0 gallons.| (2,700 gallons storage capacity available) Total:Unknown 5,000 -6,000 gallons Tank Capacity Requirements: It is estimated by Phil Graham,Lime Village School Principal,that with the operation of the new powerhouse the school will reduce fuel consumption to 4,000 to 5,000 gallons per year. It is presently unknown if the 3,000 gallon tank provided for the powerhouse is adequate to provide annual fuel needs.It may be noted however,that the school fuel oil storage tanks will have excess capacity that could be used for additional powerhouse fuel storage. State of Alaska -Division of Energy . Lime Village Tank Farm Upgrade -Lesign Phase |-Preliminary Design Report laSnd Page 7 As mentioned previously,gasoline is sold sporadically from the two 1,000 gallon double wall storage tanks located adjacent to the airport parking ramp.Fuel is only brought in for sale when the LVTC has funds available for this service.Recently,this has been on the order of every other year.Presently,gasoline cost is $4.10 per gallon as delivered by air to Lime Village.It has not been possible to determine whether a need exists for future expanded gasoline storage capacity in light of present consumption. Proposed Net Capacity vs.Annual Consumption Facility:Annual Consumption:Design Capacity:Future Capacity: Iditarod Area School 4,000 -5,000 gallons #1 8,000 gallons 8,000 gallons District fuel oil (as estimated by Phil Graham School Principal) Lime Village Unknown -2,700 gallons 2,700 gallons Traditional Council-No History Powerhouse Lime Village Unknown 1,800 gallons 1,800 gallons Traditional Council - Gasoline Dispensing Total:Unknown 12,500 gallons 12,500 gallons Local Equipment: The only equipment available in the village is a Bobcat,a John Deere 450C,tracked,front end loader with backhoe attachment and an electric concrete mixer of unknown size.The John Deere 450C requires maintenance and repairs.The State of Alaska DOT maintains a John Deere grader at the airport for snow removal;the availability of the grader for construction is unknown. The powerhouse concrete floor slab was constructed from concrete made on site utilizing gravel and sand mined at the gravel pit on the far end of the airport runway.Gravel was transportedusingahomemadetrailerwhichisnolongeravailable.It should be noted that whatever method of dike construction is selected (see Civil Design Narrative below)a sturdy portable dumping trailer will be required. The airport was constructed with a D-8 cat and dump truck brought in from Sparrevohn Radar Station over a winter road.That equipment is no longer available. It is reported that the DOT is planning upgrades to the airport for the summer of 1998 and they also intend to use the 450C and Bobcat for their work such thatthe equipment may have to be shared. State of Alaska -Division of Energy . Lime Village Tank Farm Upgrade [yes nPhase|-Preliminary Design Report laSna Page 8 CIVIL DESIGN NARRATIVE Tank Farm: The soils encountered in the test holes generally consist of organic silt and sandy silt.Local reports indicate that at the village elevation,these soils exist generally down to bedrock,which can be encountered anywhere from surface outcrops down to depths of 12 feet.The ground 'water table was not encountered,and it is anticipated that groundwater is at sufficient depth below the proposed site as to not materially impact construction activities.Discontinuous permafrost may also be present,although none was encountered in our shallow test borings. It was understood from conversations with local residents that a potential material site for gravel is located near the airport.We did not specifically investigate this site,and have no direct knowledge of the quality or quantity of gravel that may be found there.It was reported that the amount of gravel would be sufficient to construct a berm around the proposed tank farm.It was also reported that this sandy gravel was used to make concrete for the foundation and slab for the new powerhouse. It is likely that the organic and sandy silt soil encountered at the proposed site is frost susceptible, and some amount of differential vertical movement will occur on a seasonal basis as the ground freezes and thaws.The exact amount may vary,but it could be anticipated to be on the order of up to 2”to 4”,depending on the amount of soil moisture available.In addition,these soils are -relatively soft,and may consolidate unevenly beneath the fuel storage tanks. In view of the above soil conditions,we recommend that the surficial organic silts be removed to a depth of at least 2 feet and that a woven geomembrane be placed over the leveled excavation.It is likely that some seasonal differential movement will still occur,but the geomembrane will aid in more evenly distributing the bearing pressure on the underlying soft silts and will act to reduce differential settlement.{!t will also help provide a firm working surface for construction of the dike base.The excavation should be backfilled with non-frost-susceptible (NFS)gravel as a base for the new tank farm and dike.The tank footing soil bearing pressure will be limited to less than 2,000 pounds per square foot (psf),which will also serve to minimize differential settlement. Under this scenario,it is likely that differential settlements will be on the order of 2 inches or less, provided that the soils encountered in the test pits are representative of the soils that will be encountered in the rest of the dike area.If during construction of the dike subsurface conditions '+that vary significantly from those noted in our test borings are encountered,then we should be advised so that we may review the site conditions and if necessary reconsider our recommendations. The dike will consist of compacted granular soils imported from the material site noted previously. It is also feasible to construct a reinforced concrete dike,using the local gravel as the basis for a concrete mix.The amount of gravel transported to the site for a concrete dike will be significantly less than if the berm were constructed of gravel,however a concrete mix design and quality control procedures would have to be developed prior to construction. ELECTRICAL DESIGN NARRATIVE " Electrical Power &Service: Electrical power and service to the airport unloading pump will be provided by a new 120/240 volt, single phase,3 wire service provided by the single phase pad mounted transformer adjacent to slough and its associated low voltage junction pedestal near the DOT Maintenance Buildng at the airport.Service equipment will consist of a nominal 100 amp,combination meter/main State of Alaska -Division of Energy . Lime Village Tank Farm Upgrade L)esl n Phase |-Preliminary Design Report laSna Page 9 disconnect/load center,with a 100 amp,2 pole main circuit breaker,and branch circuit breakers for the transfer pump and pumphouse lighting and receptacle loads.With only single phase power available at the airport,the airport transfer pump should be limited to a maximum of 3 horsepower or less. Electrical power and service to the new tank farm fuel system,tank farm transfer pump and exterior lighting will be provided by a new 120/240 volt,single phase,3 wire service provide from either the adjacent powerhouse or the adjacent pad mounted transformer and utility junction pedestal near teacher's housing and elementary school.Service equipment will consist of a nominal 100 amp,combination meter/main disconnect with a 100 amp,2 pole main circuit breaker.Power and control to the new tank farm fuel system will be provided by a new fuel system control panel consisting of a main breaker,branch circuit breaker for each pump,mag starters with thermal overloads for each pump,control relays,time delay relays,selector switches,start-stop pushbutton control and pilot lights.The new fuel system control panel will be provided in a NEMA 4 enclosure and will be mounted on a unistrut frame stand on the perimeter of the tank farm. Branch circuits and control will be provided for the following pumps: Unioading Pump Tank Farm Transfer Pump Exterior Lighting: Exterior lighting for the tank farm will be provided by 100-250 watt HPS floodlights mounted on poles around the site. SURVEY NARRATIVE Property Ownership: Per BLM records,Lime Village Company,Inc.owns surface rights to all of the property encompassing the village,except for the Bobby Native Allotment.This includes the airport property which we believe is leased to the State of Alaska as long as the airport is in use. BLM records indicate some confusion over ownership of subsurface rights..An entity called Calista was referenced as claiming some subsurface rights within Section 30,T.15 N.,R 34 W. of the Seward Meridian. Lime Village has not been surveyed into Townsite lots (a 14-C survey has not been done)to date, but the Village Corporation has started the process.We have been unable to obtain a map of the proposed lot configurations,but we believe one exists.As this project develops,it will be a good idea to obtain this information in an effort to prevent unintentional encroachments. Flood Data: No formal "flood data”exists regarding Lime Village to the best of our knowledge.The best information that exists indicates that flooding had caused some erosion damage around the foundation of the "Watering Point”building and that sometimes the northwest end of the runway floods. 2 BY j . , 9}eWII}S] }SO7 e : \ . ' . f - , \ ' t - >. , ' ! - \ . ' . ' ' ' : : ' oo. \ ' 1 ' . . ' ya, 'oe be f ' ' .f "os : .* ' - Vo Nee \ . . \ p) - , \" N . 7 fe Base Bid -School Fuel Storage &Transfer System Design CONSTRUCTION COST ESTIMATE Alas a PROJECT:ST/AK DOE LIME TANK FARM UPGRADE PREPARED BY:PMB 21-Jan-98 PRELIMINARY DESIGN REPORT -BASE BID -SCHOOL FUEL STORAGE &TRANSFER SYSTEM LOCATION:LIME,AK ___FOR:JBW GENERAL MECHANICAL TRADE MECHANICAL SUB CONTRACTORS SUMMARY PLUMBING . $125,033 CIVIUSTRUCTURAL | $151,272 ELECTRICAL |$34,715 SUB TOTAL $311,020 CONTINGENCY 25%$77,755 CONSTRUCTION TOTAL $388,775 OTHER MISCELLANEOUS COSTS: DESIGN COSTS PHASE |-PRELIMINARY DESIGN REPORT $12,500. PHASE Il -DESIGN (ESTIMATED)$20,000 PHASE Ill -REGULATORY PLANS AND CONST.ASSISTANCE (ESTIMATED)$18,000 FACILITY START-UP $3,000 TOTAL PROJECT BUDGET COST ; ;$442,275 BASIS FOR BUDGET COST ESTIMATE MATERIAL COSTS INCLUDE LABOR WHERE NO LABOR IS SHOWN. FREIGHT COSTS ASSUME ALL MATERIALS ARE SHIPPED BY AIR AND FREIGHT EQUALS 50%OF MATERIAL COST. PER DIEM &HOUSING BASED ON 80 MAN DAYS OF NON-LOCAL LABOR.OVERTIME BASED ON 10 HOUR DAYS FOR ALL LABOR. EXCAVATION LIMITED TO TANK FARM BASE CITY EQUIPMENT USED FREE OF CHARGE OTHER THAN FUEL,OIL AND MAINTENANCE.'SUPERINTENDENT,WELDER AND WELDER ASSISTANT FROM OUTSIDE COMMUNITY,BAL.OF CREW LOCAL HIRE. MOB/DEMOB INCLUDES ONE INTERMEDIATE AIRFARE FOR EACH OF THE THREE MAN OUT OF TOWN CREW. GRAVEL COST =$2/CY EXCAVATE &HAUL PLUS $10/CY PLACEMENT (NO ROYALTY)=$12/CY. CONSTRUCTION SCHEDULE:90 DAYS IN FIELD.OCAONANARWN>7h735EST.XLS -summary Design CONSTRUCTION COST ESTIMATE Alaska PROJECT:ST/AK DOE LIME TANK FARM UPGRADE PREPARED BY:PMB 21 Jan 98 PRELIMINARY DESIGN REPORT -BASE BID -SCHOOL FUEL STORAGE &TRANSFER SYSTEM LOCATION:LIME,AK FOR:JBW DESCRIPTION QUANTITY MATERIAL LABOR TOTAL PLUMBING No.UNITS UNIT MATERIAL HRS/MULT TOTAL LABOR LABOR!MATERIAL SUBCONTRACTOR UNITS PRICE COST UNIT FACT HRS.RATE COST &LABOR SUMMARY TOTAL DIRECT COST,MATL &LAB.$56,901 684 $17,107 $74,009 FREIGHT 50%$28,451 MOB/DEMOB $10,000 CREW PER DIEM $42 PER DAY $2,874 CREW HOUSING $100 PER DAY $6,843 OVERTIME @ 6/10's 16.7%$2,857 SUBCONTRACT SUBTOTAL $85,352 $39,681 $125,033 NEW FUEL OIL STORAGE TANK 500 GALLON,DOUBLE WALL 3 Each $3500 $10,500 16.00 1 48 $25.00 $1,200 $11,700 EXISTING FUEL OIL STORAGE TANKS: PURGE,INSPECT &MODIFY TANK 1 -3800 GALLON 1LS.$2500 $2,500 24.00 1 24 $25.00 $600 $3,100 TANK 2 -5000 GALLON 1 LS.$2500 $2,500 24.00 1 24 $25.00 $600 $3,100 SADDLES &SKID BEAMS 1 LS.$2000 $2,000 16.00 1 16 $25.00 $400 $2,400 TANK RELOCATION RELOCATE 2 TANKS 1 LS.$0 $0 28.00 1 28 $25.00 $700 $700 PAINT EXISTING FUEL OIL STORAGE TANKS - PAINTING 1200 SQ.FT $13 $15,600 0.00 1 O $25.00 $0 $15,600 BASE MOUNTED PUMPS TRANSFER 1 Each $1000 $1,000 9.00 1 9 $25.00 $225 $1,225 AIRPORT UNLOADING 1 Each $2000 $2,000 12.00 1 12 $25.00 $300 $2,300 BASE MOUNTED PUMP SUPPORTS . SUPPORT PADS 2 Each $100 $200 3.00 1 6 $25.00 $150 $350 FUEL PIPING 2”PIPING 1350 Lin.Ft $5.5 $7,425 0.25 1 338 $25.00 $8,438 $15,863 FITTINGS 1 Allow $1,856 1 0 $25.00 $0 $1,856 TANK FARM DRAINAGE PIPING - . 4 PIPING 25 Lin.Ft $12 $300 0.44 1 11.$25.00 $275 $575 FITTINGS 1 Allow $75 1 0 $25.00 $0 $75 TREATED PIPING SUPPORT BLOCKING BLOCKING 150 Each $20 $3,000 1.00 1 150 $25.00 $3,750 $6,750 BALL VALVES : 2"BALL VALVE 10 Each $575 $5,750 0.73 1 7 $25.00 $183 $5,933 FLEXIBLE CONNECTORS 7h735EST.XLS -plumbing Design CONSTRUCTION COST ESTIMATE Alaska PROJECT:ST/AK DOE LIME TANK FARM UPGRADE PREPARED BY:PMB 21 Jan 98 PRELIMINARY DESIGN REPORT -BASE BID -SCHOOL FUEL STORAGE &TRANSFER SYSTEM LOCATION:LIME,AK :FOR:JBW DESCRIPTION QUANTITY MATERIAL -LABOR TOTAL PLUMBING No.UNITS UNIT MATERIAL HRS/MULT TOTAL LABOR LABOR;MATERIAL SUBCONTRACTOR UNITS PRICE COST UNIT FACT HRS.RATE COST &LABOR 2"FLEXIBLE CONNECTORS 10 Each $110 $1,100 0.73 1 7 $25.00 $183 $1,283 CHECK VALVES 2"CHECK VALVE 2 Each $375 $750 -0.73 1 1 $25.00 $37 $787 UNLOADING CONNECTION AND HOSE 2?"CAMLOCK FITTINGS AND CAPS 1 Each $45 $45 0.73 1 1 $25.00 $18 $63 HOSE 1 Each $300 $300 2.00 1 2 $25.00 $50 $350 COLUMN TOTALS:$56,901 684.29 $17,107 $74,009 7h735EST.XLS -plumbing Base Bid Design CONSTRUCTION COST ESTIMATE Alaska PROJECT:ST/AK DOE Lime Village Bulk Fuel Upgrade 20-Jan-98 LOCATION:Lime,Alaska PREPARED BY:WKH FOR:JBW QUANTITY MATERIAL LABOR HOURS UNIT TOTAL LABOR LABOR UNIT MATERIAL No.UNITS PRICE _COST HRS UNIT HOURS RATE COST COST &LABOR DIRECT COSTS BY CS!DIVISIONS DIVISION 2 -SITE WORK TANK FARM PAD AND SECONDARY CONTAINMENT EXCAVATION oc esses ces con sve sue ee cos sos sonore 188 Cuyd 0 0 0331 6.2 $20.00 424 0.66 124 6"CELLULAR CONFINEMENT GR.............1,896 Sq.ft 3.96 7,508 074 1 «=140.4.$20.00 2,809 5.44 10,317 MEMBRANE LINER.................1,794 Sqft 1.32 2,368 0434 76.5 $20.00 4,531 2.17 3,899GEOMEMBRANE-NONWOVEN .3,588 Sqft 0.21 753 0014 28 $20.00 56 0.23 809 GEOMEMBRANE-WOVEN....cscsscsecseeesseee 2,538 Sqft 0.22 558 0011 2.0 $20.00 39 0.24 598 NFS GRAVEL FILL 223 Cuyd 12.00 2,676 350 1 78.1 $20.00 4,561 19.00 4,287 (COST OF GRAVEL &HAULING) NFS GRAVEL FILL 223 Cu.yd 0.00 o .650 1 145.0 $20.00 2,899 13.00 2,899 (INSTALLATION &COMPACTION) 8'H CHAIN LINK,2'BARBED WIRE.........242 Linft 77.00 18,634 164°4 39.7 $20.00 794 80.28 19,428 .SUBTOTAL 32,498 -491 9,812 42,314 PYLONS . PIPE SUPPORTS ACROSS SLOUGH......4 LS 30,000.00 30,000 000 1 0.0 $0.00 0 30,000.00 30,000 SUBTOTAL 30,000 0 0 30,000 PUMP HOUSE GEOTECH FABRIC.200 Sqft 1.35 270 0104 2.0 $20.00 40 4.55 310 NFS GRAVEL FILL 4 Cuyd 12.00 48 350 4 4.4 $20.00 28 19.00 76 (COST OF GRAVEL &HAULING) NFS GRAVEL FILL.4 Cuyd 0.00 0 650 1 2.6 $20.00 52 43.00 52 (INSTALLATION &COMPACTION) 6"SOG 2 Cuyd 500.00 1,000 092 1 0.2 $20.00 4 801.84 1,004 2x4"@ 16"0.6 256 Sq.ft 0.42 108 013.1 3.3 $20.00 67 0.68 174 2"x4"PLATES 96 Lin.ft 0.42 40 025 1 2.4 $20.00 48 0.92 88 RAFTERS,2°%6",4 in 12 pitch...csesssoee 4140 Lin.ft 0.62 87 016 «1 2.2 $20.00 45 0.94 132 GALV.SIDING,26 GAUGE.....164 Sqft 4.55 254 0414 6.7 $20.00 134 2.37 389 GALV.ROOFING,26 GAUGE...200 Sqft 1.55 309 0294 5.8 $20.00 416 2.13 425 SINGLE DOOR,HM 1 Each 640 640 8.140 4 8.1 $20.00 163 802.80 803 SUBTOTAL 2,116 7 534 2,650 DIRECT COST 64,934 524 10,427 75,362 GENERAL CONTRACTOR SUMMARY OF COSTS . MATERIAL LABOR LABOR MATERIAL DESCRIPTION %COSTS HOURS COSTS &LABOR TOTAL DIRECT COST,MATL &LAB $64,934 521 $10,427 $75,362 EQUIPMENT REPAIR,MAINTENANCE &FUEL ALLOWANCE $20,000 FREIGHT 50.0%$32,467 $32,467 WASILLA /LIME /WASILLA TRAILER DUMP @ 1,900 LBS $0.75 $1,425 $1,425 ANC/LIME /ANC FOUR WHEEL ATV @ 553 L8S $0.66 $365 $365 EQUIPMENT RENTAL TRAILER DUMP 3 MONTHS @ $480 PER MONTH $1,440 WELDER -.$2,112 FOUR WHEEL ATV RENTAL $6,360 MISCELLANEOUS $140,000 $41,702 Base Bid Portion for Equipment 100%$41,702 SUBTOTAL $99,191 $10,427 $149,531 ADDITIONAL CREW COSTS OVERTIME @ 6/10's 16.7%$10,427 $1,741 TOTAL ESTIMATED COST 7h7CEST.x\s -Base Bid Design CONSTRUCTION COST ESTIMATE Alaska PROJECT:ST/AK DOE LIME VILLAGE BULK FUEL UPGRADE PREPARED BY:RSG 21 Jan 98 PRELIMINARY DESIGN REPORT -BASE BID -SCHOOL FUEL STORAGE &TRANSFER SYSTEM LOCATION:LIME VILLAGE,ALASKA CHECKED BY:RSG DESCRIPTION QUANTITY MATERIAL LABOR TOTAL ELECTRICAL No.UNITS |UNIT MATERIAL]_HRS/TOTAL LABOR LABOR|MATERIALSUBCONTRACTORUNITSPRICECOST{UNIT HRS.RATE COST]&LABOR SUMMARY TOTAL DIRECT COST,MATL &LAB.$18,324 177.0 $6,195 $24,519 FREIGHT 50.0%$9,162 SUBTOTAL $27,485 $6,195 $33,680 OVERTIME @ 6/10's 16.7%$1,035 SUBCONTRACT SUBTOTAL °$27,485 "$7,230 $34,715 ELECTRICAL DISTRIBUTION ELECTRICAL SERVICE 2 Each $1,500 $3,000 |16.00 1 32 $35,00 $1,120 $4,120 CONTROLS 3/4"R.S.C.1000 Lin.Ft $1.45 $1,450 4.00 100 40 $35.00 $1,400 $2,850FITTINGS50%Matl $725 40%1 16 $35.00 $560 $1,285 #12 XHHW 2000 Lin.Ft $0.14 $280 0.80 100 16 $35.00 $560 $840 MAG.LEVEL SWITCHES 3 Each |$700.00 _$2,100 3.00 1 9 $35.00 $315 $2,415 EXTERIOR LIGHTING 250W HPS FLOODLIGHTS 2 Each $1,500 $3,000 8.00 1 16 $35.00 $560 $3,560 3/4"R.S.C.100 Lin.Ft $1.45 $145 400 100 4 $35.00 $140 $285FITTINGS50%Matl $73 40%1 _2 $35.00 $56 $129 #10 XHHW 300 Lin.Ft $0.17 $54 0.80 100 2 $35.00 $84 $135 | CONTROL PANEL MANUF.PANEL 1 Each $5,000 $5,000 |24.00 1 24 $35.00 $840 $5,840 SUPPORT POSTS &HRDWR.1 Each $2,500 $2,500 |16.00 1 16 $35.00 $560 $3,060 COLUMN TOTALS:|$18,324 177.0 $6,195 $24,519 PAGE 1 OF 1Th7eestb.xis -Electrical Alt #1 Powerhouse Tank Dike Upgrade Design CONSTRUCTION COST ESTIMATE '.Alaska PROJECT:ST/AK DOE LIME TANK FARM UPGRADE PREPARED BY:PMB 21-Jan-98 PRELIMINARY DESIGN REPORT-ALT #1 -POWERHOUSE TANK DIKE UPGRADE LOCATION:LIME,AK FOR:JBW_ GENERAL MECHANICAL TRADE MECHANICAL SUB CONTRACTORS SUMMARY PLUMBING $32,068 CIVIUSTRUCTURAL ) $10,318 ELECTRICAL .$0 SUB TOTAL .$42,386 CONTINGENCY 25%$10,597 CONSTRUCTION TOTAL $52,983 OTHER MISCELLANEOUS COSTS: DESIGN COSTS PHASE I -PRELIMINARY DESIGN REPORT $2,500 PHASE Il -DESIGN (ESTIMATED)$5,000 PHASE IIl -REGULATORY PLANS AND CONST.ASSISTANCE (ESTIMATED)$2,000 FACILITY START-UP ,$3,000 TOTAL PROJECT BUDGET COST $65,483 BASIS FOR BUDGET COST ESTIMATE MATERIAL COSTS INCLUDE LABOR WHERE NO LABOR IS SHOWN. FREIGHT COSTS ASSUME ALL MATERIALS ARE SHIPPED BY AIR AND FREIGHT EQUALS 50%OF MATERIAL COST. PER DIEM &HOUSING BASED ON 90 MAN DAYS OF NON-LOCAL LABOR.OVERTIME BASED ON 10 HOUR DAYS FOR ALL LABOR. EXCAVATION LIMITED TO TANK FARM BASE CITY EQUIPMENT USED FREE OF CHARGE OTHER THAN FUEL,OIL AND MAINTENANCE. SUPERINTENDENT,WELDER AND WELDER ASSISTANT FROM OUTSIDE COMMUNITY,BAL.OF CREW LOCAL HIRE. MOB/DEMOB INCLUDES ONE INTERMEDIATE AIRFARE FOR EACH OF THE THREE MAN OUT OF TOWN CREW. GRAVEL COST =$2/CY EXCAVATE &HAUL PLUS $10/CY PLACEMENT (NO ROYALTY)=$12/CY. CONSTRUCTION SCHEDULE:90 DAYS IN FIELD.OCONDAAWN>7h735ALT1.xls -summary Design CONSTRUCTION COST ESTIMATE Alaska PROJECT:ST/AK DOE LIME TANK FARM UPGRADE PREPARED BY:PMB 21 Jan 98 PRELIMINARY DESIGN REPORT -ALT #1 -POWERHOUSE TANK DIKE UPGRADE LOCATION:LIME,AK FOR:JBW DESCRIPTION QUANTITY MATERIAL -LABOR TOTAL PLUMBING No.UNITS UNIT MATERIAL HRS/MULT TOTAL LABOR LABOR|MATERIAL SUBCONTRACTOR UNITS PRICE COST UNIT FACT HRS.RATE COST &LABOR SUMMARY TOTAL DIRECT COST,MATL &LAB.$12,430 79 $1,973 $14,403 FREIGHT 50%$6,215 MOB/DEMOB $10,000 CREW PER DIEM $42 PER DAY $331 CREW HOUSING $100 PER DAY $789 OVERTIME @ 6/10's 16.7%$329 SUBCONTRACT SUBTOTAL $18,645 $13,423 $32,068 EXISTING FUEL OIL STORAGE TANKS: PURGE,INSPECT &MODIFY TANK 3 -3000 GALLON 1S.$2500 $2,500 24.00 1 24 $25.00 $600 $3,100 SADDLES &SKID BEAMS 1LS.$2000 $2,000 16.00 1 16 $25.00 $400 $2,400 TANK RELOCATION RELOCATE1 TANK 1S.$0 $0 8.00 1 8 $25.00 $200 $200 PAINT EXISTING FUEL OIL STORAGE TANKS PAINTING 450 SQ.FT $13 $5,850 0.00 1 QO $25.00 $0 $5,850 FUEL PIPING 2"PIPING 80 Lin.Ft $5.5 $440 0.25 1 20 $25.00 $500 $940 FITTINGS 1 Allow $110 1 QO $25.00 $0 $110 TREATED PIPING SUPPORT BLOCKING BLOCKING 8 Each $20 $160 1.00 1 8 $25.00 $200 $360 BALL VALVES . 2°BALL VALVE 2 Each $575 $1,150 0.73 1 1 $25.00 $37 $1,187 FLEXIBLE CONNECTORS 2"FLEXIBLE CONNECTORS 2 Each $110 $220 0.73 1 1 $25.00 $37 $257 COLUMN TOTALS:$12,430 |78.92 $1,973 $14,403 7h735ALT1.xls -plumbing CONSTRUCTION COST ESTIMATE Alternate 1 Desien Alaska PROJECT:ST/AK DOE Lime Village Bulk Fuel Upgrade 20-Jan-98 LOCATION:Lime,Alaska PREPARED BY:WKH FOR:JBW QUANTITY MATERIAL LABOR HOURS UNIT TOTAL LABOR LABOR UNIT MATERIAL No.UNITS PRICE COST HRS UNIT HOURS RATE COST COST &LABOR DIRECT COSTS BY CSI DIVISIONS DIVISION 2 -SITE WORK TANK FARM PAD AND SECONDARY CONTAINMENT EXCAVATION ...0.:00 ore vee one soe ter ses soe 40 Cuyd i?)[¢).033 1 1.3 $20.00 26 0.66 26 6"CELLULAR CONFINEMENT GR.240 Sqft 3.96 950 074 1 17.8 $20.00 356 §.44 1,306 MEMBRANE LINER..............0000 460 Sqft 1.32 607 043 4 19.6 $20.00 392 2.17 1,000 GEOMEMBRANE-NONWOVEN.920 «=Sqft 0.21 193 .001 4 0.7 $20.00 14 0.23 208 GEOMEMBRANE-WOVEN 540 Sqft 0.22 119 .001 1 0.4 $20.00 8 0.24 127 NFS GRAVEL FILL 41 Cuyd 12.00 492 .350 1 14.4 $20.00 287 19.00 779 (COST OF GRAVEL &HAULING) NFS GRAVEL FILL 41 Cuyd 0.00 0 650 «1 26.7 $20.00 §33 13.00 533 (INSTALLATION &COMPACTION) . 8'H CHAIN LINK,2'BARBED WIRE.........20 Lin.ft 77.00 1,540 164 41 3.3 $20.00 66 80.28 1,606 SUBTOTAL 3,902 84 1,683 5,584 DIRECT COST 3,902 84 1,683 §,584 GENERAL CONTRACTOR SUMMARY OF COSTS MATERIAL LABOR LABOR MATERIAL DESCRIPTION %COSTS HOURS COSTS &LABOR TOTAL DIRECT COST,MATL &LAB $3,902 84 $1,683 $5,584 EQUIPMENT REPAIR,MAINTENANCE &FUEL ALLOWANCE $20,000 FREIGHT 50.0%$1,951 $1,951 WASILLA /LIME /WASILLA TRAILER DUMP @ 1,900 LBS $0.75 $1,425 $1,425 ANC/LIME /ANC FOUR WHEEL ATV @ 553 LBS $0.66 $365 $365 EQUIPMENT RENTAL ; TRAILER DUMP 3 MONTHS @ $480 PER MONTH $1,440 WELDER $2,112 FOUR WHEEL ATV RENTAL $6,360 MISCELLANEOUS ,$10,000 $41,702 Alt.1 Portion for Equipment 6%.$2,502 SUBTOTAL $7,642 $1,683 $10,037 ADDITIONAL CREW COSTS OVERTIME @ 6/10's ' 16.7%$1,683 $281 TOTAL ESTIMATED COST 7h7CEST.xs -Alternate 1 Alt #2 Dispensing - Design CONSTRUCTION COST ESTIMATE Alas a PROJECT:ST/AK DOE LIME TANK FARM UPGRADE PREPARED BY:PMB 21-Jan-98 PRELIMINARY DESIGN REPORT -ALT #2 -DISPENSING LOCATION:LIME,AK FOR:JBW ;GENERAL MECHANICAL TRADE MECHANICAL SUB CONTRACTORS SUMMARY PLUMBING $74,154 CIVIUSTRUCTURAL $16,677 ELECTRICAL $3,527 SUB TOTAL $94,358 CONTINGENCY 25%$23,590 CONSTRUCTION TOTAL :$117,948 OTHER MISCELLANEOUS COSTS: DESIGN COSTS PHASE |-PRELIMINARY DESIGN REPORT $2,500 PHASE II -DESIGN (ESTIMATED)$5,000 PHASE Ill -REGULATORY PLANS AND CONST.ASSISTANCE (ESTIMATED)$2,000 FACILITY START-UP $3,000 TOTAL PROJECT BUDGET COST _.$130,448 BASIS FOR BUDGET COST ESTIMATE 1.MATERIAL COSTS INCLUDE LABOR WHERE NO LABOR IS SHOWN. FREIGHT COSTS ASSUME ALL MATERIALS ARE SHIPPED BY AIR AND FREIGHT EQUALS 50%OF MATERIAL COST. PER DIEM &HOUSING BASED ON 90 MAN DAYS OF NON-LOCAL LABOR.OVERTIME BASED ON 10 HOUR DAYS FOR ALL LABOR. EXCAVATION LIMITED TO TANK FARM BASE. CITY EQUIPMENT USED FREE OF CHARGE OTHER THAN FUEL,OIL AND MAINTENANCE. SUPERINTENDENT,WELDER AND WELDER ASSISTANT FROM OUTSIDE COMMUNITY,BAL.OF CREW LOCAL HIRE. MOB/DEMOB INCLUDES ONE INTERMEDIATE AIRFARE FOR EACH OF THE THREE MAN OUT OF TOWN CREW. GRAVEL COST =$2/CY EXCAVATE &HAUL PLUS $10/CY PLACEMENT (NO ROYALTY)=$12/CY. CONSTRUCTION SCHEDULE:90 DAYS IN FIELD.OMONADAAKRWN7h735ALT2.xls -summary Design CONSTRUCTION COST ESTIMATE Alas a PROJECT:ST/AK DOE LIME TANK FARM UPGRADE PREPARED BY:PMB 21 Jan 98 PRELIMINARY DESIGN REPORT-ALT #2 -DISPENSING LOCATION:LIME,AK FOR:JBW DESCRIPTION QUANTITY MATERIAL LABOR TOTAL PLUMBING No.UNITS UNIT MATERIAL HRS/MULT TOTAL LABOR LABOR;MATERIAL SUBCONTRACTOR UNITS PRICE COST UNIT FACT HRS._RATE COST &LABOR SUMMARY TOTAL DIRECT COST,MATL &LAB.$31,985 373 $9,324 $41,309 FREIGHT 50%$15,993 MOB/DEMOB $10,000 CREW PER DIEM $42 PER DAY $1,566 CREW HOUSING $100 PER DAY $3,730 OVERTIME @ 6/10's 16.7%$1,557 SUBCONTRACT SUBTOTAL $47,978 $26,177 $74,154 TANK RELOCATION RELOCATE 2 TANKS 1LS.$0 $0 16.00 1 _16 $25.00 $400 $400 PAINT EXISTING FUEL OIL STORAGE TANKS PAINTING 500 SQ.FT $13 $6,500 0.00 1 O $25.00 $0 $6,500 BASE MOUNTED PUMPS TRANSFER 1 Each $980 $980 9.00 1 9 $25.00 $225 $1,205 AIRPORT UNLOADING 1 Each $2000 $2,000 12.00 1 12 $25.00 $300 $2,300 BASE MOUNTED PUMP SUPPORTS SUPPORT PADS 1 Each $100 $100 3.00 1 3 $25.00 $75 $175 FUEL PIPING . 2”PIPING 800 Lin.Ft $5.5 $4,400 0.25 1 200 $25.00 $5,000 $9,400 FITTINGS 1 Allow $1,100 1 Q $25.00 $0 $1,100 TREATED PIPING SUPPORT BLOCKING. . BLOCKING _80 Each $20 $1,600 1.00 1 80 $25.00 $2,000 $3,600 BALL VALVES ; 2°BALL VALVE 6 Each $575 $3,450 0.73 1 4 $25.00 $110 $3,560 FLEXIBLE CONNECTORS 2"FLEXIBLE CONNECTORS 6 Each $110 $660 0.73 1 4 $25.00 $110 $770 CHECK VALVES : 2"CHECK VALVE 2 Each $375 $750 | *0.73 1 1 $25.00 $37 $787 UNLOADING CONNECTION AND HOSE 2"CAMLOCK FITTINGS AND CAPS 1 Each $45 $45 0.73 1 1 $25.00 $18 $63 HOSE 1 Each $300 $300 2.00 1 2 $25.00 $50 $350 SUBMERSIBLE PUMPS . 3/4 HP 1 Each $1100 $1,100 8.00 1 8 $25.00 $200 $1,300 FUEL DISPENSER AND ACCESSORIES FUEL DISPENSER 1LS.$9000 $9,000 32.00 1 32 $25.00 $800 $9,800 7h735ALT2.x!s -plumbing Design CONSTRUCTION COST ESTIMATE Alas a PROJECT:ST/AK DOE LIME TANK FARM UPGRADE PREPARED BY:PMB 21 Jan 98 PRELIMINARY DESIGN REPORT -ALT #2 -DISPENSING LOCATION:LIME,AK FOR:JBW DESCRIPTION QUANTITY MATERIAL LABOR TOTAL PLUMBING No.UNITS |UNIT MATERIAL|HRS/MULT TOTAL LABOR LABOR|MATERIAL SUBCONTRACTOR UNITS PRICE COST|UNIT FACT __HRS.__RATE COST]_&LABOR COLUMN TOTALS:$31,985 372.95 $9,324|$41,309 7h735ALT2.xis -plumbing Alternate 2 CONSTRUCTION COST ESTIMATE Design Alaska PROJECT:ST/AK DOE Lime Village Bulk Fuel Upgrade 20-Jan-98 LOCATION:Lime,Alaska PREPARED BY:WKH FOR:JBW QUANTITY MATERIAL LABOR HOURS UNIT TOTAL LABOR LABOR UNIT MATERIAL. No.UNITS PRICE COST __HRS__UNIT_HOURS__RATE COST COST &LABOR DIRECT COSTS BY CSI DIVISIONS DIVISION 2 -SITE WORK TANK FARM PAD AND SECONDARY CONTAINMENT EXCAVATION 00.oo.cc cesses coe con eee eee cee coe eee 40 Cuyd 0 0 0331 1.3 $20.00 26 0.66 26 6"CELLULAR CONFINEMENT GR...240 Sqft 3.96 950 0741 17.8 $20.00 356 5.44 1,306 MEMBRANE LINER............cs-00 .460 Sqft 1.32 607 0431 19.6 $20.00 392 2.17 1,000 GEOMEMBRANE-WOVEN.........:csesecseesoees 640 Sqft 0.22 119 001 1 0.4 $20.00 8 0.24 127 GEOMEMBRANE-NONWOVEN........:-00+--920 Sqft 0.21 193 001 1 0.7 $20.00 14 0.23 208 NFS GRAVEL FILL 20 Cuyd 12.00 240 350 1 7.0 $20.00 140 19.00 380 {COST OF GRAVEL &HAULING) NFS GRAVEL FILL 20 Cuyd 0.00 ft)650 1 13.0 $20.00 260 13.00 260 (INSTALLATION &COMPACTION) 8'H CHAIN LINK,2'BARBED WIRE.........20 Lint 77.00 1,540 164 1 3.3 $20.00 66 80.28 1,606 SUBTOTAL 3,650 63 1,263 4,912 DISPENSER SHELTER GEOTECH FABRIC.200 Sqft 1.35 270 010 «1 2.0 $20.00 40 1.55 310 6"SOG 144 Sq.ft 2.63 378 0921 13.2 $20.00 265 4.47 643 NFS GRAVEL FILL.4 Cuyd 12.00 48 350 1 1.4 $20.00 28 19.00 76 (COST OF GRAVEL &HAULING)$20.00 NFS GRAVEL FILL 4 Cuyd 0.00 0 650 1 2.6 $20.00 52 13.00 52 (INSTALLATION &COMPACTION)$20.00 6"BOLLARDS.8 Ea 25.50 204 0471 0.4 $20.00 8 26.44 212 TS BHGIT A ace cee cee cee cee tee cee coe eee eee ee 33 Linft 11.33 374 0471 1.6 $20.00 31 12.27 405 ANGLES..0...oe cee eee enee .517 Lb.0.81 419 0141 6.7 $20.00 114 1.03 533 8'H CHAIN LINK FENCE......0...-scseeeeoeeeoee 32 Linft 51.00 1,632 164 1 5.2 $20.00 105 54.28 4,737 GALV.ROOFING........cscssssccssesccecsceeceeeeeee 80 Sqft 1.55 124 0291 23 $20.00 46 2.13 170 SUBTOTAL 3,448 34 689 4,137 DIRECT COST 7,098 98 1,951 9,049 GENERAL CONTRACTOR SUMMARY OF COSTS MATERIAL LABOR LABOR MATERIAL DESCRIPTION %COSTS HOURS cOsTS &LABOR TOTAL DIRECT COST,MATL &LAB $7,098 "98 $1,951 $9,049 EQUIPMENT REPAIR,MAINTENANCE &FUEL ALLOWANCE $20,000 FREIGHT 50.0%$3,549 $3,549 WASILLA /LIME /WASILLA TRAILER DUMP @ 1,900 LBS $0.75 $1,425 $1,425 ANC/LIME /ANC FOUR WHEEL ATV @ 553 LBS $0.66 $365 b $365 EQUIPMENT RENTAL . TRAILER DUMP 3 MONTHS @ $480 PER MONTH $1,440 WELDER $2,112 FOUR WHEEL ATV RENTAL $6,360 MISCELLANEOUS $10,000 $41,702 Alt.2 Portion for Equipment 9%$3,753 SUBTOTAL $12,437 $1,951 $16,351 ADDITIONAL CREW COSTS 16.7%$1,951 $326OVERTIME@6/10's TOTAL ESTIMATED COST Th7CEST.xs -Alternate 2 $16,677 Design CONSTRUCTION COST ESTIMATE Alaska PROJECT:ST/AK DOE LIME VILLAGE BULK FUEL UPGRADE PREPARED BY:RSG 21 Jan 98 PRELIMINARY DESIGN REPORT -ALT #2 -DISPENSING LOCATION:LIME VILLAGE,ALASKA CHECKED BY:RSG DESCRIPTION QUANTITY MATERIAL LABOR TOTAL ELECTRICAL No.UNITS UNIT MATERIAL HRS/TOTAL LABOR LABOR];MATERIAL SUBCONTRACTOR UNITS PRICE COST UNIT HRS.RATE COST &LABOR SUMMARY TOTAL DIRECT COST,MATL &LAB.$1,437 33.6 $1,176 $2,613 FREIGHT 50.0%$718 SUBTOTAL $2,155 $1,176 $3,331 OVERTIME @ 6/10's 16.7%$196 SUBCONTRACT SUBTOTAL $2,155 $1,372 $3,527 CONTROLS 3/4"R.S.C.300 Lin.Ft $1.45 $435 4,00 100 12 $35.00 $420 $855 FITTINGS 50%Mat!$218 40%1 5 $35.00 $168 $386 #12 XHHW 600 Lin.Ft $0.14 $84 0.80 100 5 $35.00 $168 $252 ELECTRICAL DISTRIBUTION : PUMP CONNECTIONS 3 Each $200 $600 3.00 1 9 $35.00 $315 $915 DISPENSER CONNECTIONS 1 Each $100 $100 3.00 1 3 $35.00 $105 $205 COLUMN TOTALS:$1,437 33.6 $1,176 $2,613 Th7eest2.xJ/s -Electrical PAGE 1 OF 1 14:3420JAN9BTh7m4US.SURVEY NO.$815 soesYr NATIVE ALLOTMENT STORAGE + SHED /"2°BURIED PLASTIC U Ia"BCREUED JOINT e//STEEL PUEL O1L mime.// LON EXISTING SITE PLAN ROAD To VILLAGE SPECIFIC NOTES (1D $@€e GALLON FUEL OIL STORAGE TANK FOR SCHOOL. (>4 EACH,50@ GALLON DAY TANKS:I-GENERATOR,I-SCHOOL, 2-RUSTED OUT ABANDONED (3 0 GALLON DAY TANS (42>38©2©GALLON FUEL OIL STORAGE TANK AND DIKE FOR POWERHOUSE. Xn I°260'-”"aly US.SURVEY NO,9815 BoBSaY NATIVE ALLOTMEN EXISTING DIKE oan euODLLAGOONOe (2 NEW WORK SITE PLAN-BASE BID ST/AK DOT AIRPORT SPECIFIC NOTES (>30 GALLON &KID MOUNTED DOUBLE WALL DAY TANK. (2 7°WELDED FUEL OIL TRANSFER PIPE. (3>STUcTURAL GUPPORT.Ge'-l40'BETWEEN SUPPORTS. (42>EXIBTING 3000 GALLON FUEL OIL STORAGE TANK RHOUSE.ANOS DIKE FOR POLE! Ny I"260'-0" 3”oat W/2ar 3/6"at" 1-1/2"at"5f/a°nt?sf 1"=20°ra Revision Date No. STATE OF ALASKA DOE LIME VILLAGE TANK FARM UPGRADE ask 60t College Rood Foirbonks,Alaska 99701 Telephone 907 452 1241 SITE PLAN .Date 20 Jan _Comm.No.049114"in Chorge JEWGonsae 4 20JAN9B11:4277m?PUMP HOUSE AND FUEL OIL UNLOADING PUMP (2> 2@0 GALLON DOUBLE -WALLGASOLINETANKS WINDSOCK-=LE Sra Cre "S466 US.SURVEY NO.9315. BOBBY NATIVE ALLOTMENT N TO LIME VILLAGE SPECIFIC NOTES (I>3@2@ GALLON SKID MOUNTED DOUBLE WALL DAY TANK. CHAIN LINK [Z>2°WELDED FUEL OIL TRANSFER PIPE. OLD LAGOON {2>STUCTURAL GUPPORT.130'-140'BETUEEN SUPPORTS. UTILITY JUNCTION BOX TRANSFORMER. TEACHER'S HOUSING/ ELEMENTARY SCHOOL STORAGE5SHED (OO NEW WORK SITE PLAN-BASE BID +ALT I aisNCI"260'-O"x REF FUEL OIL @ GASOLINE UNLOADING PUMP US.SURVET NO,3915 BOBBY NATIVE ALLOTMENT TEACHER'S ELEMENTARYGENERATOR6c (7.\NEW WORK SITE PLAN-BASE BID +ALT I+ALT?| ROAD TO VILLAGE ST/AK DOT AIRPORT "WATERING POINT BUILDING SPECIFIC NOTES (1D 5@@ GALLON &KID MOUNTED DOUBLE WALL DAY TANK. (>2°WELDED FUEL OIL @ GASOLINE TRANSFER PIPES. (35>STUCTURAL GUPPORT.Be'-l40'BETWEEN SUPPORTS. Revision Dete No. STATE OF ALASKA DOE LIME VILLAGE TANK FARM UPGRADE raeArchitectsEngineers Surveyors 601 College Rood Fairbanks,Aloska 99701 Xe)"260'-0" Soy aren gyrer 1-1/2*=1" 1/81"0”1°=100"r Ysa 2"Y=60° ais Telephone 907 452 1241 SITE PLAN ALTERNATES Date 20 JAN 98 Comm.No.491A >in Charge JEW Orawn By JAR M ayear[reo Checked By 20JAN9814:15Thim3TO SCHOOL GENERATOR BUILDING 4"DIKE DRAN ycSXx#2"FUEL OIL TO POUE TANK, TO SCHOOL »pyaeTO TEACHERS SHOUSING/ELEMENTARY SCHOOL 2°FUEL OIL 44CSES}§EE.é32GALLON GALLON TANK TANKS .WH?ym,XE V 25 iy, SPECIFIC NOTES (71>FUEL OIL TRANSFER PUMP. [>GATE VALVE,TYP. (OO._DIKE PLAN-BASE BID YANOEV8"al'-o"ef TO SCHOOL GENERATOR BUILDING -?2°FUEL Ol. PIPE FROM AIRPORT TO SCHOOL yTO TEACHER'S YHOUSING/ELEMENTARY SCHOOL 2°FUEL OIL 32°GALLONTONFOUER- we)HOUSE FUEL OIL TANK SPECIFIC NOTES (>FUEL OIL TRANSFER PUMP. (>GATE VALVE,TYP. (2.\DIKE PLAN-BASE BID +ALT I FyeyKa/Ve"=!'-o" TO SCHOOL GENERATOR BUILDING TO SCHOOL TO TEACHER'S/HOUSING/ELEMENTARY SCHOOL 2°FUEL OL 4 7) SPECIFIC NOTES 'GS GASOLINE PIPETODISPENSINGSHELTER [>1©@@ GALLON LVTC GASOLINE TANK.[>GATE VALVE,TYP. [>suemersiele Pune.(S>GASOLINE TRANEFER PUMP. (>FUEL OIL TRANSFER PUMP. (3\DIKE PLAN-BASE BID +ALT I+ALT 2 Ma Ve"=!-o" DIKE LINER SYSTEM CONSIBTING OF A PRIMART MEMBRANE LINER SANDWICHED BETWEEN 2 TWO LAYERS OF NON-WOVEN GEOTEXTILE.vac es 25 NFS GRAVEL FILL (FROM AIRPORT BORROW PIT) Cry 7 6"CELLULAR?XY,NN CENT GRID TE ee beDSSSSSSH SASSNSAWORASOSOHONDOH.YHODYNAMRRRRQRReaisRRRARRRRQRRRRERRRROREENORRORORRORORRR ""N INSSSAQOOAANOMAN WYDDYDD GENERAL NOTES I.SOIL CONDITIONS BENEATH DIKE ARE ASSUMED,BASED ON LIMITED SITE INVESTIGATIONS.VERIFY SOIL CONDITIONS AND NOTIFY ENGINEER IF DIFFERENT SUBSURFACE CONDITIONS ARE ENCOUNTERED. (4.\_DIKE SECTION Kr 74"=1'-" 1-1/2°=1' Revision Dote No. STATE OF ALASKA DOE LIME VILLAGE TANK FARM UPGRADE AS 601 College Road Fairbonks,Alaska 99701 Telephone 907 452 1241 DIKE PLANS &SECTION Date 20 JAN 38 Comm.No.249114 In Chorge JBW ponae MIS