WPC* 2BJR Z3|GLetter Gothic 12cpi (DA)Univers (Scalable)Letter Gothic 12cpi Bold (DA)HP LaserJet III (DA) for 4HPLAS4DA.PRS&d H@ Q,\,/XX@ЊX` hp x (#%'0*,.8135@8:xYLTWECYW!CP@mW[G]NNLWWxWRI(((<<(@E@E@,EE@hEEEE*<,EChCC:5<5x(LLLLL(LLLLLLCCLLtL11xxL//<mCWCL3[EWEG@GG5L8R@bTW:`RY[C8EE@@[@C[RRd((LLLLLLLCCCCCCCCCCCCCCCCCCC8888888EEEEEEEEEEEEEEEEEEEEEEEEEEE@@@@@@@@@@@@[[[[[[[[[[[[[[[[[[[[(EYEW![RY!R@<5(d Mni Wiconi VE Study Core System Pipe Prices, March 30, 1995, by Bruce McCollum Review pipeline unit prices: Use: MidDakota (MD) FER installation costs to develop installation cost for Mni Wiconi for 14inch and larger Ductile Iron Pipe. Step 1: Index MD 10 and 12inch PVC installation costs (use several classes) and compute ratio to Mni Wiconi. @@Index October 1993 March 1995 at 2.9 percent per year 4.4 percent??? h ddx !ddx ..... h &p  p  &  SIZE/CLASS !9MW  SMD (Indexed) qRATIO"p  P " 12inch C900200X Y!84.87X OC4.84X }EQ3.28X s;`2.83X ik1.70X P P   12inch ASTM200 Y!84.80 OC4.84 }EQ2.71 s;`2.83 ik1.70 P P X  12inch ASTM160 Y!84.84 OC4.84 }EQ2.53 s;`2.83 ik1.70 P P   10inch C900200H Y!84.15H OC4.23H }EQ2.71H s;`2.36H ik1.78H P P   10inch ASTM200 Y!84.13 OC4.23 }EQ2.27 s;`2.36 ik1.78 P P H 10inch ASTM160 Y!84.40 OC4.23 }EQ2.13 s;`2.36 ik1.78 P   h h h h h h   Step 2: Index MD 14inch through 30inch DIP subtract out joint bends and imported pipe zone material (@ material cost). | !ddx ..... Addx ..... |  8   "  SIZE/CLASS  !9MW JOINT BONDS  }OSAND  s\MDJBS  oikX1.74 !!x MXV8 P  30inch 150H '!815.66H OC0.30H }O2.38H ys]12.98H oik22.59H  !v13.60P P  24inch 200 '!814.66 OC0.30 }O1.92 ys]12.14 oik21.12  !v10.79P P H 20inch 250 '!813.57 OC0.30 }O1.63 ys]11.64 oik20.25  !v9.44P P  18inch 2508 '!813.058 OC0.308 }O1.488 ys]11.278 oik19.618  !v8.39P P  16inch 250 '!812.53 OC0.30 }O1.34 ys]10.89 oik18.95  !v7.56P   8 14inch 250 '!812.27 OC0.30 }O1.21 ys]10.76 oik18.72  !v6.48  Decided to use the column labeled "MDJBS." 4.15P Develop a pipe material cost for 30inch DIP Class 150. From MD 33.36 divided by 0.30 111.2 lb. for 30inch Class 150 @$0.40/lb $44.48 lin ft. PVA 5.25 percent 40 year 16.587 PV 5.25 percent 20 year 0.3594 Use MidDakota FER installation costs index to March 1995 for PVC S 12inch NO. For 14 and 16inch NO PVC use about DIP "MDJBS" installation costs less $0.25 linear foot for lighter weight and no polybag. To get DIP and PVC installation costs for heavier pressure classes interpolate considering weight and diameter.h)0*0*0*Ԍ 3'3'Standard'3'3StandardHPLAS4DA.PRS&d H  ,   Й Addx ..... addx~~~     Type of Pipe  Nominal Size Inches Nominal Pressure Class lb/in2 Project Pressure Class lb/in2`  Material Cost $/lin ft  Installation Cost $/lin ft  Total Cost $/lin ft Capital Construction CP $/lin ft  O&M Cost CP $/lin ft   R Cost CP $/lin ft   Pipe CP LCC $/lin ft   Ductile Iron  7i6  Q '350  7400     !w1.26 =%&0.40  )l*0.5  .. P  ANSI/AWWA 7i8  Q '350 7400         P   C151/ A21.51   i10   Q '350   7400                 P  ` i12`  Q '350` 7400` ` ` ` `  `  ` P P    i14  Q '250 7300 SMG16.20 X10.76 OIg26.96      -.28.67P P `   i14  Q '300 7350 SMG16.93 X10.80 OIg27.73      -.29.44P P   P i16P  Q '250P 7300P SMG19.70P X10.89P OIg30.59P P  P  P -.32.30P P   i16  Q '300 7350 SMG20.47 X11.05 OIg31.52      -.33.23P P P  i18  Q '250 7300 SMG22.83 X11.27 OIg34.10      -.35.81P P  @ i18@  Q '300@ 7350@ SMG24.32@ X11.38@ OIg35.70@ @  @  @ -.37.41P P   i20  Q '250 7300 SMG26.65 X11.64 OIg38.29      -.40.00P P @  i20  Q '300 7350 SMG28.47 X11.80 OIg40.27      -.41.98P P  0 i240  Q '2000 72500 SMG32.470 X12.190 OIg44.610 0  0  0 -.46.32P P   i24  Q '250 7300 SMG35.62 X12.31 OIg47.93      -.49.64P P 0  i24  Q '300 7350 SMG37.75 X12.48 OIg50.23      -.51.94P P    i30   Q '150  7200  SMG44.48  X12.98  OIg57.46          -.59.17P P  p i30p  Q '200p 7250p SMG49.22p X13.31p OIg62.53p p  p  p -.64.24P P    i30  Q '250 7300 SMG54.04 X13.69 OIg67.68      -.69.39P   p @ i30@  Q '300@ 7350@ SMG57.66@ X13.98@ OIg71.64@ @  @  @ -.73.35   @  '3'3StandardHPLAS4DA.PRS&d H3'3'StandardHPLAS4DA.PRS&d H(, addx~~~ ddx`````     Type of Pipe  Nominal Size Inches Nominal Pressure Class  ? lb/in2 Project Pressure Class  ? Lb/in2  Material Cost $/Lin Ft   Installation Cost $/Lin Ft  Total Cost $/Lin FT P  PVC  14  3165 JF115 F@Y14.49 m10.51 "#$25.00P P  AWWA C905>  14>  3235> JF170> F@Y19.84> m10.64> "#$30.48P P    16  3165 JF115 F@Y18.87 m10.64 "#$29.51P P >   16  3235 JF170 F@Y25.81 m11.02 "#$36.83P P  .  18.  3165. JF115. F@Y23.70. m11.02. "#$34.72P P   ~  20~  3165~ JF115~ F@Y29.18~ m11.39~ "#$40.57P   .    24  3165 JF115 F@Y41.85 m11.89 "#$53.74  ~  | ddx````` ddx````` |    ~   Type of PipeV  Nominal Size InchesV Nominal Pressure Class  ? lb/in2d Project Pressure Class  ? Lb/in2d  Material Cost $/Lin Ftd  Installation Cost $/Lin Ft d  Total Cost $/Lin Ft P  PVC  6  3200 JF220 W4.17 B j1.67 "#~5.85P P d AWWA C900  8  3200 JF220 W7.37 B j2.13 "#~9.50P P  T  10T  3200T JF220T W10.60T B j2.71T "#~13.31P       12  3200 JF220 W15.13 B j3.28 "#~18.41  T  ((HHh h % + | ddx````` ddxd````` |    T  Type of Pipe,  Nominal Size Inches, Nominal Pressure Class  ?d lb/in2: Project Pressure Class  ?d lb/in2:  Material Cost $/Lin Ft:  Installation Cost $/Lin Ft:  Total Cost $/Lin Ft  P d PVC  6  3160 JF110 @Z211  m1.45 T#$3.56P P : ASTM D2241  6  3200 JF140 x@Y2.59  m1.50 T#$4.09P P   *"  6*"  3250*" JF180*" x@Y3.20*"  m1.57*" T#$4.77P P   z#  8z#  3160z# JF110z# x@Y3.59z#  m1.75z# T#$5.34P P *" $  8$  3200$ JF140$ x@Y4.41$  m1.85$ T#$6.26P P z# &  8&  3250& JF180& x@Y5.27&  m1.95& T#$7.22P P $ j'  10j'  3160j' JF110j' x@Y5.60j'  m2.13j' T#$7.73P P & (  10(  3200( JF180( x@Y6.87(  m2.27( T#$9.14P P j'  *  12 *  3160 * JF110 * x@Y7.91 *  m2.53 * "#$10.44P   ( +  12+  3200+ JF180+ x@Y9.70+  m2.71+ "#$12.41   *+,,, 3'3'StandardHPLAS4DA.PRS&d H3'3'StandardHPLAS4DA.PRS&d H(, r ddxd````` ddx r   * OATABLE 6.2.1.1 m 4MAIN TRANSMISSION PIPELINE UNIT PRICES =OCTOBER 1993 DOLLARS&  Pipe Size  Z (Pressure  ? : Z )Class1ă WAPipe Material ?$/Lin Ft @$.30/Lb h\Installation h^$/Lin Ft !"{Total G!"y$/Lin Ft& P  30>  Z +150> E33.36> nh`15.00> !"{48.36P P  24  Z +200 E25.83 nh`13.75 !"{39.58P P > 20  Z +250 E21.48 nh`13.00 !"{34.48P P  18.  Z +250. E18.15. nh`12.50. !"{30.65P P   16~  Z +250~ E15.69~ nh`12.00~ !"{27.69P   .  14  Z +250 E12.87 nh`11.75 !"{24.62  ~ Note:  ? 1For estimating purposes, material is assumed to be Ductile Iron Pipe (AWWA C150 and C151) double thickness cement mortar lining (AWWA C104) and polyethylene encasement (AWWA C105). Steel pipe AWWA C200) with cementmortar lining (AWWA C205) and a dielectric coating (AWWA C203, C210, C213, C214, or C215) may be cost competitive in the larger sizes. The secondary transmission and distribution pipeline unit prices used in preparing the estimate are shown in Table 6.2.1.2. L,,, 3'3'StandardHPLAS4DA.PRS&d H3'3'StandardHPLAS4DA.PRS&d H(,    r ddx ddx`(``"#"""""r "    ~ ""APTable 6.2.1.2 )"SECONDARY TRANSMISSION AND DISTRIBUTION PIPELINE UNIT PRICES =OCTOBER 1993 DOLLARS~ "         Pipe Sizep#'  '  '  Pressure  ? !Class1~"1  1  1  1  -( Lbs/Foot~"D D D >Pipe Material BP$/Lb~"Y WPipe ULMaterial U$/Lin Ft UL@$.50/Lb~"mp mp mp gInstallation i$/Lin Ft~"# # # ~"Total }\"$/Lin Ft~ P " :12#C900200"/ 24.43"BP0.51"W12.46"k3.14""15.60P P ~" :12 #$ 250 "/ 19.20 "BP0.49 "W9.41 "k2.82 ""12.23P P " :12n #$ 200n "/ 15.14n "BP0.49n "W7.42n "k2.60n ""10.02P P  " :12 #$ 160 "/ 12.36 "BP0.49 "W6.06 "k2.42 "$#8.48P P n " :10#C900200"/ 17.17"BP0.51"W8.76"k2.60""11.36P P  " :10^#$ 250^"/ 13.65^"BP0.49^"W6.69^"k2.33^"$#9.02P P " :10#$ 200"/ 10.74"BP0.49"W5.26"k2.17"$#7.43P P ^" :10#$ 160"/ 8.76"BP0.49"W4.29"k2.04"$#6.33P P " l8N#C900200N"/ 11.52N"BP0.51N"W5.88N"k2.04N"$#7.92P P " l8#$ 250"/ 8.55"BP0.49"W4.19"k1.87"$#6.06P P N" l8#$ 200"/ 6.87"BP0.49"W3.37"k1.77"$#5.14P P " l8>#$ 160>"/ 5.61>"BP0.49>"W2.75>"k1.68>"$#4.43P P " l6#C900200"/ 6.53"BP0.51"W3.33"k1.60"$#4.93P P >" l6#$ 250"/ 5.00"BP0.49"W2.45"k1.50"$#3.95P P " l6.#$ 200."/ 4.08."BP0.49."W2.00."k1.44."$#3.44P P " l6~#$ 160~"/ 3.34~"BP0.49~"W1.64~"k1.39~"$#3.03P P ." l4#C900200"/ 3.21"BP0.51"W1.64"k1.23"$#2.87P P ~" l4#$ 250"/ 2.30"BP0.49"W1.13"k1.19"$#2.32P P " l4n #$ 200n "/ 1.90n "BP0.49n "W0.93n "k1.16n "$#2.09P P " l4!#$ 160!"/ 1.56!"BP0.49!"W0.76!"k1.13!"$#1.89P P n " l3##$ 315#"/ 1.70#"BP0.49#"W0.83#"k1.07#"$#1.90P P !" l3^$#$ 250^$"/ 1.40^$"BP0.49^$"W0.69^$"k1.06^$"$#1.75P P #" l3%#$ 200%"/ 1.16%"BP0.49%"W0.57%"k1.03%"$#1.60P P ^$" l3&#$ 160&"/ 0.95&"BP0.50&"W0.48&"k1.02&"$#1.50P P %" 2 1/2N(#$ 315N("/ 1.15N("BP0.49N("W0.56N("k1.00N("$#1.56P P &" 2 1/2)#$ 250)"/ 0.95)"BP0.50)"W0.48)"k0.99)"$#1.47P P N(" 2 1/2*#$ 200*"/ 0.78*"BP0.50*"W0.39*"k0.98*"$#1.37P P )" 2 1/2>,#$ 160>,"/ 0.63>,"BP0.50>,"W0.32>,"k0.97>,"$#1.29P P *" l2-#$ 315-"/ 0.78-"BP0.50-"W0.39-"k0.94-"$#1.33P   >," l2/#$ 250/"/ 0.65/"BP0.50/"W0.33/"k0.94/"$#1.27  -/000 3'3'StandardHPLAS4DA.PRS&d H3'3'StandardHPLAS4DA.PRS&d H(,  ,HH  | ddx`(``"#""""" !Hddxl`44"""""""|   -"DTABLE 6.2.1.2 ,SECONDARY TRANSMISSION AND DISTRIBUTION PIPELINE UNIT PRICES @pOCTOBER 1993 DOLLARS D2(Continued)  " NPipe NSize"!l  ( Pressure  ?  Class1"36 36 0 Lbs/Ft"CjPipe AMaterial Cj$/Lb"X0Pipe VhMaterial Vh$/Lin Ft"n hfInstallation j.$/Lin Ft"# ~"Total |"$/Lin Ft P "2" 200"1n 0.53"Cj0.50"X00.27"l0.92"~"1.19P P "2V " 160V "1n 0.43V "Cj0.50V "X00.22V "l0.92V "~"1/14P P "1 1/2 " 315 "1< 0.506 "Cj0.50 "X00.25 "l1.13 "~"1.38P P V "1 1/2 " 250 "1n 0.41 "Cj0.50 "X00.21 "l1.12 "~"1.33P    "1 1/2v " 200v "1n 0.34v "Cj0.50v "X00.17v "l1.12v "~"1.29    2v  Note:  ??  1All based on ASTM D2241 Polyvinyl Chloride (PVC) as the material except when shown as C900 which is AWWA C900 DR 14. The secondary transmission, distribution and service pipeline unit estimating prices are based on an average delivered pipe material cost of about $0.50 per pound for PVC pipe material including couplings. The total system cost estimate is fairly sensitive to this value since there is about 26 million pounds of PVC pipe included in the project design. A change of one cent per pound in the cost of the pipe material is estimate to result in $260,000 change in the total estimated project construction costs. The average raw PVC resin cost (per pound) is shown in Tables 6.2.1.3 and 6.2.1.4. To that cost the pipe manufacturers must add the cost of modifiers, lubricants and manufacturing and make a profit. The resulting average price per pound for manufactured pipe typically runs $0.15 to $0.20 per pound higher. The pipeline unit prices include the pipe (delivered), couplings (if applicable), fittings, sales tax, trenching, bedding (if applicable), installation, backfill (without compaction), pressure testing, disinfection, flushing, corrosion protection (if applicable) and cleanup. Pipeline appurtenances, including line valves, air valves, blowoffs (or cleanouts) and crossings (roads, railroads and streams), are not included in the pipeline unit prices. An allowance for appurtenances is included in the cost estimate as a percentage of pipeline cost based on calculations of like percentage on previous similar projects. The percentages are 20 for main transmission line and 18 for secondary transmission and distribution pipeline. Summaries of the cost of main transmission pipeline as well as secondary transmission pipeline, by Service Area, are given in Table 6.2.1.5. The cost breakdown of pipelines and appurtenances for each of the 15 Service Areas is given in Tables 6.2.1.6 through 6.2.1.20.