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Shell Frontier Oil & Gas Inc.
<br />FINANCIAL WARRANTY CALCULATION FOR AS -BUILT
<br />ITEM V . e''.
<br />DIMENSIONS
<br />METHOD OF DEMOLITION
<br />QUANTITY
<br />UNIT
<br />UNIT COST' SOURCE�p
<br />�:CO>' ! +"
<br />T
<br />"�' NOUPA
<br />Separator building - superstructure +gutting_ --
<br />---
<br />401E x 25W x 121
<br />Plant or mill. disposal in licensed landfill _60 mile haul PSNL
<br />12,000 CF $0,3901 Ma24t 1e.t3 whrod. 53�711�
<br />L-
<br />concrete floor /co ntainment slab _ _-
<br />...- mentslab-- _ - -
<br />- concrete footer / curb waft, step type _
<br />piping - separator building to pipe rack
<br />401 z 25W x 6'T _-
<br />Concrete floor 6 in. disposal in excavated pR =200 R._push
<br />in. -
<br />_
<br />-•-
<br />---
<br />-
<br />- -
<br />_ 130' perimeter x 1.OT x 2.0'H
<br />Total 25' L x 46' din. insulated steel pipe
<br />Concrete footer. 1_ x 2', disposal in_excavated
<br />-130
<br />f4,e3
<br />Mo't 41 te.t7wrmoa.
<br />5477.5 7
<br />7.07
<br />Steel pipe demo. only, with insulation 5 -10 in. diameter
<br />25
<br />-LF
<br />LF
<br />$6.35
<br />Ma241 13.460200
<br />$125.69
<br />0.19
<br />Propane bottls acrubberr I are KO drum - s ±y -
<br />18'L x 14W x 10'H -
<br />Punt cr raq disposal in licensed landfill _60 r Le boobNLfl _- -
<br />_ _ 2,520-
<br />CF
<br />So,teot
<br />Ma24t te.t3 wmod.
<br />5779.
<br />0.4b
<br />concrete pad !containment slab
<br />181- x 14W x 67 - -
<br />Concrete floor, 6 in., disposal m excavated prt _200 ft. ush ---_
<br />262
<br />8F
<br />St 2433
<br />M-02 4t t3.t7wmoe.
<br />5248.47
<br />0.38
<br />_ concrete footer /curb wall, steptype _- _
<br />_64' perimeter x 1.0'T x 2.0'H
<br />Concrete footer, 1' x 2__disposei in excavated 200 R- gush
<br />-
<br />84
<br />LF
<br />54 a1
<br />M.o2 4 t te.t7 v imoa.
<br />$235.11
<br />0_53
<br />piping propane skid to pipe rack
<br />Total 25' L x 4-6' die. insulated steel pipe
<br />Steel pipe demo. only, with insulation 5-10 in. diameter
<br />25
<br />LF
<br />$6.35
<br />U-02 41 13.460=0
<br />_ -- $125.89.
<br />0.19
<br />Pump for flare system - superstructure ±gutting_-
<br />concrete pad / containment slab ---- _
<br />- concrete footer! curb wall step type L -___ __________- __ -__•
<br />piping - pump skid to flare line
<br />101 x 8 W x 8'H --
<br />101_ x 8W x 67
<br />Plant or mfll disposal in licensed landfill _60 mile haud1PS1411� -_
<br />640
<br />CF
<br />Soaat
<br />Ma241 te.13 wrmod.
<br />$797.9
<br />0.12
<br />Concrete floor, 6 M disposal in excavated_pd 200 R�wsh_ _ _
<br />- 80
<br />SF
<br />$t 243.8
<br />M-0¢ 4t 16.17 vwmoe:
<br />576.
<br />0.12
<br />38_peflmetar x 1.OT x 2�FI -_
<br />Concrete tooter t�x 2'_ dsal in excavated pR _ 2 R_push
<br />Steel pipe demo, only, with insulation, 3144 in. diameter
<br />36
<br />20
<br />LF
<br />LF
<br />--- -
<br />54.es
<br />$3.06
<br />--
<br />M-024t 18.17 rwmod,
<br />Mac 41 13,4110100
<br />------ -- - ---
<br />5132.2
<br />$48.53
<br />- -- - - --
<br />0.90
<br />0.13
<br />20'L x 4' die. insulated steel pipe
<br />Flare system - piping - pipe rack #1 ro flare stack
<br />230'Lx, ' dia. insulated steel pipe
<br />Steel p� demo. on w8h msulet onL3 /44 in_diameter -_- -
<br />- 230
<br />LF
<br />53.oe
<br />Mm 41 13_46 0100
<br />$666.11
<br />1_53
<br />ipu!g "r supports - above grade portion ----_ -
<br />12 3W x alrg. 5'H slructurai steel or pipe - -•__
<br />Welded steel pier 4 in. diameter
<br />-_ 180
<br />LF
<br />$7.46-
<br />W0241 13.33 3200
<br />St,O&1.
<br />3.26
<br />piping T sy2port foundations - caisson type --_-_ -
<br />122 a. die. 6 R L
<br />Casson footer, 2 0 R diameter, 9 ^12 R. lony_buried in place
<br />12
<br />Fw
<br />-
<br />Sea es
<br />cno cooT,CHa, Mors
<br />$788.
<br />0.66
<br />flare stack superstructure
<br />Assume 4' diameter x 50'H with gtly,wires
<br />Radio tower, sag stVported, 60'H
<br />- - -1 ___ _
<br />EA
<br />- 5 ,480
<br />Ma24t 13.78 0700
<br />$1,173
<br />8.80
<br />Ham stack wire foundations
<br />4 2 R. dia. X 6 ft. L
<br />Caisson footer, 2 0 ft. diameter, 9 -12 R. buried M ace
<br />4
<br />EA
<br />ses.re
<br />CRG,C00T,CH8, Mann
<br />5282.
<br />0.201
<br />_Pump building - superstructure - --
<br />351 x 20W x 15H
<br />Plant or mlfl disposal in licensed landfill _60 mile IuadLPSNLj_
<br />10 Soo
<br />$0-601
<br />Ma241 16.13 wrmod.
<br />$3,247.
<br />1.89
<br />concrete floor -- -_
<br />351. x 20W x 6T
<br />Concrete floor, 6 in disposal in excavated pit -2D0 ft. h
<br />SF
<br />512433
<br />M-02 41 13.17 wmod.
<br />concrete tooter, strip type - - _- -
<br />110' a irnsk r x 1 -k x 2.0'H
<br />Concrete footer,, tx 2', disposal in excavated_pN__ 200 Roush _
<br />110
<br />LF
<br />$4 67
<br />Ma211 16.17 wrtnd.
<br />$404.
<br />0.91
<br />piping - Pump bldg. to pipe rack
<br />Total 25' L x 4-6' die. Insulated steel pipe
<br />Steel pipe demo. only, with insulation 5-10 in. diameter
<br />25
<br />LF
<br />a5
<br />Pump for tank battery -�
<br />101- x 8W x 8'H - -_ - -_ _ -_- - - -�
<br />Plant or m81, disposal in licensed landfill - 60 mile haul PSNL
<br />- __ -_ L- 1____ --
<br />640
<br />------ - -._._
<br />cF
<br />__ - -
<br />$0.3001
<br />Mae 41 16.13 wnrnd.
<br />$197.9
<br />0.12
<br />:concretesad (containment slab -_-__
<br />_ - _ _
<br />10 L x 8W x 6T
<br />-- _ -_-_2 -- - ...... -_
<br />Concrete Nnr,•_6 k1., d'�sal in excavated pit - 2D011 pttsh -_
<br />80
<br />--
<br />sF
<br />--
<br />512,133
<br />- --
<br />M-0241 13.17 whrod.
<br />578
<br />0.72
<br />type
<br />_: concrete footer /curb wall�stnp -_ _ -_ _
<br />36' per! x 1_07 x 2'H -_ _
<br />Concrete footer, 1�x 2�dis eel in exk�vvafed -200 Rio h _
<br />36
<br />LF
<br />-_
<br />_ $4.63__
<br />-_ _ _- _ _ _
<br />_Ma2411GATW nod.
<br />_
<br />$132.2
<br />-- -- -- -
<br />0.30
<br />piping, um skid to truck loadout
<br />Total 20' L x 4.6' die. insulated steel I
<br />Steel i demo. with insulation 5-10 in. diameter,
<br />20
<br />LF
<br />$6.35
<br />M-02 41 13.460200
<br />$100.71
<br />--___
<br />0.15
<br />Tank batterx_verilcaltanks - su erstructure
<br />9 steel tanks_ a�12' diameter x 20'H each _ _
<br />_ Small surface tank removal. 15 OQ� - 30000gaL ZEAL-__ -__-_
<br />9
<br />Trrk___
<br />53,425.3750
<br />Mae ea to 3owvnne.
<br />$24,446.
<br />24.00
<br />tank containme adsiNA steel rings + plast c liners__
<br />9 15' diameter x 2'H_____ -_ _ -
<br />Plant M mi0 disposal in licensed landfill - 60 mile haul (PSNLO_______
<br />_ _ 3 161 ___
<br />cF __
<br />_ _$o�ssot -
<br />Mac 4118.13 wnm,
<br />5983.96
<br />0.67
<br />stairs/catwalk - superstructure - __- __-- __ - - --
<br />--- -- --- -- -- --
<br />2 25'L x 3'W x 5'H _
<br />-- ----___ ------•- -
<br />PIeM or mill, disposal m licensed fandflll - 60 Mle haul (PSNL - -_
<br />--- -- -- - ---- --
<br />_ _ 750 _
<br />-_ cF _
<br />_ So 3.801-
<br />Ma241 16.13 wand.
<br />5232.
<br />O.t4
<br />stairwa landings / antrywa slabs
<br />.Y -
<br />tank battery containment aE d (NA__ temp, at. rim + liner
<br />2 51- x 5W x 4T ______- ----- -- ------.--___.
<br />Concrete floor, 4 in., dis sal in excavated pit 200 R
<br />__.__-.--- -- _---- -- --.--� __---- C "- PUeh
<br />Plant or miH,' isposal in licensed landfill - f30 Mk to (PSNL! -__-
<br />50 ._.
<br />_.-aF
<br />Ma2411S17 Wmod.
<br />$32.8
<br />- - -0.
<br />0.05
<br />100'L x 55W x 2'H -
<br />- - - -
<br />114___000 ___
<br />N
<br />___ CF__.
<br />._50.6259
<br />__ X01
<br />Ma241 1e.13wnrnd.
<br />_3 402.
<br />1.98
<br />- containment curb wall (NA -steel ring +plastic IinerL --
<br />tank surface inlet/outlet piping to_eipe rack _ -_
<br />na
<br />ne _ _
<br />na
<br />na._
<br />ne
<br />na
<br />$0.00
<br />2401E x 4 6 "dia. insulated steel pipe
<br />Steed demo. only, with insular on 5 10 In. diameter
<br />- _- ._- _-- ___ -_ -_-.
<br />240
<br />- _- ._..__...__-_-
<br />_ LF_
<br />Ssasoo
<br />--- -__. -_
<br />Ma241 13.480200
<br />51 208.
<br />..1_
<br />tank vent stsck_pi isng -__ _ _- __- __ -__ --
<br />125E x 46'dia. insulated steel Dipe - - - -__-
<br />Steelpi� demo only_ with {nsulat on_5v10 in_ diameter ---_ _
<br />125 -_
<br />LF
<br />56.3600
<br />024113.460200
<br />5829.44
<br />0.93
<br />tank vent stack guy wire foundations
<br />3 it 2 ft. die. X 6 ft. L
<br />Caisson footer, 2 0 R. diameter, 9 - 12 ft. long, burled In place
<br />3
<br />EA
<br />___
<br />565.09
<br />-M-
<br />CRO CDOT,CHe, Mow
<br />$197.08
<br />0.15
<br />Pump for truck loadout _ - --_
<br />concrete pad / containment slab
<br />concrete tooter /curb wall, stri a
<br />- - - - - -- P 111? - -- - - - - --
<br />piping. um skid to truck loadout
<br />101L x 8W x B'H _-
<br />10 L x 8W x 6r -�- --
<br />Plant or 5019 _disposal in licensed Iandfifl�fi0 mile haul (PSNL)
<br />Concrete floor, 6 in., disposal in excav_alad pit _200 R. gush
<br />Concrete footer_ 1' x 2', cis _sal in exrzveted_pH _200 R_gush-
<br />--- - - p°
<br />640
<br />CF-
<br />$0.3101
<br />Ma2 4116.13 WMwd.
<br />$197.9
<br />0.12
<br />80
<br />sF
<br />512463
<br />Mae 41 16.17 wnrotl.
<br />578 86
<br />0.72
<br />36' ertmeter x 7_OT x 2'H ----_
<br />-- p- --_
<br />36
<br />LF
<br />$4.53
<br />Ma24t 1e.t7 wr 1750.
<br />$7322
<br />0.30
<br />Total 20' L x 4.6' die. insulated steel i
<br />Steel pipe demo. only, with insulation 5 -10 in. diameter
<br />20
<br />--
<br />LF
<br />---- -
<br />1111.
<br />-- --- - - -MW.
<br />MM 41 13.48 D200
<br />- __$132.2-
<br />5100.7/
<br />--- - --
<br />0.15
<br />Truck loadout - superstructure
<br />- concrete driveway floor / containment slab
<br />----- - -- ---- -- ----
<br />concrete footer / curb wall strip
<br />107"L x 20W x 201H _
<br />1071E x 20W x BT
<br />•--- ---- --- -- --- ---- _. - - --
<br />254' perimeter x 1.07 x 2.0'H
<br />Comm. bl 19 disposal in l tensed landfill: 60 mile haul
<br />42 800
<br />CF
<br />$02950
<br />Mae 41 ta.13 wrn0d.
<br />-58 72._
<br />- 7.71
<br />Concrete Root 8117. dtsposat in excavated pit - 200 k.UA1 - __ -
<br />---- ---- - ----- --
<br />Concrete footer, 1' x 2, disposal in excavated ' - 200 ft.
<br />_- 2 140
<br />254
<br />9F-
<br />LF
<br />S22eos
<br />----._
<br />54.83
<br />_Ma2 41 ta.t7vwmod
<br />Mae 41 118.ti wmnd.
<br />-- 53,838._
<br />5933.
<br />_ _ - _ 6.87
<br />2.09
<br />Site perimeter fences and gates - elk fence por6on _--
<br />_IA. high wood + wire mesh fence
<br />Fence removal_ chain link__posta d fa! _6 -10 ft. high -
<br />2686
<br />LF
<br />S2.9300
<br />Mae n 13.eo 1700
<br />$8347,
<br />18,10
<br />3 -strand barbed wire fence portion ---
<br />4 ft, h h13- strand barbed wire fence ----
<br />Fence removal, barbed wire43 strand__ ----
<br />1,209
<br />-LF
<br />314000
<br />Mac 41 13.50 1650
<br />51,303.
<br />7.50
<br />entrance gate - 8 R. H x 26 ft. W chain link
<br />2gete halves, each 8 ft. H x 14 R. L
<br />Cate- removal_ chain 6nl , eachgate 14 t wide
<br />_ 2
<br />EA
<br />$111=0
<br />M41241 13.92 0300
<br />$140.36
<br />0.36
<br />fencing along entrance road - 3 -strand barbed wire
<br />4 ft, high, 3 -strand barbed wire fence
<br />Fence removal, barbed wire, 3 strand
<br />_
<br />248
<br />LF
<br />$13000
<br />Ma241 13.801600
<br />$265.31
<br />- 1.53
<br />Lease bounds fence - 3-strand barbed wire --
<br />-- ---
<br />3 -strand barbed wireS wildlife -friendd _per BLM1
<br />---- -- - - --
<br />Fence removal4 barbed wke� 3 strsrd _-__ -
<br />- - -- -- - --
<br />_ -10 230 _
<br />LF
<br />---
<br />513eoo
<br />Ma24t t3.eo leoo
<br />571,032.6
<br />ti3.44
<br />Emergency exit ate - 4 ft. H x 12 ft. W chain link orequiv.
<br />1 ate 4 R. H x 12 R. L
<br />Gate removal chain link each 10 ft. - 72 R wide
<br />7
<br />EA
<br />---- -
<br />5113.0000
<br />-- - -- - -- -
<br />Mat 41 13.82 0200
<br />_ - - -
<br />$85.82
<br />-
<br />0.17
<br />Road culverts #1 - borrow ditch crossing -pad 138 turnoff
<br />_ 15 ft. die. CMP x 631E -
<br />Buried p pe remova4l CMP type -18 in. diameter
<br />- ......-
<br />63
<br />LF
<br />$4.111130
<br />Ma241 13.40w W.
<br />$242,
<br />0.84
<br />culvert #2 - borrow ditch crossing - paAciny area tumoH -
<br />--- - - - - - --
<br />culvert #3 - borrow ditch crossing - walkwa to parking
<br />1 5 R. dia. CMP x 6T L
<br />-L . CL- - - -- - -- - --- -
<br />15 ft. die. CMP x 25'L - - - - --
<br />Buried ippe removal CMP t�e�18 in_ diameter
<br />-- -- - - ----
<br />87
<br />°-- -- _
<br />-LF _
<br />$1a03o
<br />_ -._
<br />_Ma24t t3�4o wmod`
<br />lSe,
<br />- -- --
<br />. -
<br />0,58
<br />-- - - -
<br />Buried : removal CMP 18 in. diameter
<br />--
<br />26
<br />LF
<br />54.8830
<br />Mat 4t 13.40 wnrod.
<br />$98A1
<br />028
<br />culvert #4 - drainage crossing - unnamed drainage
<br />_Aft. die. CMP x 38' L
<br />•-- ------- .-- .-- .--- -- - ----.
<br />Buried ppi a removal, CMP type - W in. diameter
<br />_----
<br />38
<br />-
<br />LF
<br />522.6546
<br />Mat 41 13.40 wand.
<br />`--
<br />$682.8
<br />- -
<br />1.19
<br />_culvert #5 - drainage crossing -- unnamed dram - _ _
<br />5 ft. die. CMP x 55' L _ - _ _
<br />- Buried Me removal CMP typee_60 in�diarne ter _ _ _ _ _----
<br />-_
<br />_- -56
<br />LF
<br />522 e6ro
<br />13,40 wmad_
<br />$988,08
<br />1.73
<br />culvert #8 - drainage -foot #1
<br />1 ft. die. CMP x 25' L - •__ - -- - -
<br />Btxierll pipe removal, CMP type -12 in. diameter
<br />26
<br />LF
<br />-
<br />$2.7477
<br />_M.o241
<br />Mm 4t 13.40 wmod.
<br />$54.4
<br />0_14
<br />ditch
<br />culvert #7 - diversion _ditch cross] l0 flare/la own area
<br />to
<br />2 ft. d a. CMP x_3_0' L ______ _-_-
<br />-
<br />Buried 1pe removal, CMP type - 24 in. diameter -� -
<br />- 30
<br />LF
<br />311.5030
<br />Mae 41 13A0 wand.
<br />$273.86
<br />culvert #8 - drainage crossing - foot b #2
<br />5 ft die. CMP x 28'L
<br />Buried rerrroval CMP 60 in, diameter
<br />28
<br />LF
<br />$22.66411
<br />Mat 4113.40 Wmod.
<br />$503.0
<br />0.88
<br />P- 2010 -026 post -mod4 bondcalc 01b revised Page 4 of 15
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