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' OHNION OF COST
<br /> WSB PROJECT:1999 Sneer atW Wasemssm 6sWso,xmrnu De4ign Br: Mike Nielson
<br /> Project Locatian: St.An(hage,ALV Checked Bc Todd Hubm,
<br /> WSB Project No: 1065.35 Dote: 16-1un-99
<br /> Lam I Uni4 .�
<br /> Wilson Sb Slisuan Boule,ard C-ien Di,,
<br /> 1. so so Fxi-d F li,-d
<br /> Csesnie,r Drir< Wilson Sssee4 C.-Road 88 Toul Taal
<br /> No. D, n Usu4 ( Pricc QTY Coss QTl' Cos4 QTY Coss Quansire Cos(
<br /> ' B. SANITARY SEWER
<br /> 34 GRANULAR FUONDATION MATERIAL(LV) CU YD 55.00 2.181.00 $10.920.00 792.00 11.960.00 745.00 $7.725.00 1321.00 f 16.605.00
<br /> 35 12'PVCP ESEWERSDR 00 00
<br /> 35 - LIN FT $22.00 1.650,00 S36.t00,00 $0.00 8 .00 117.6 .00 2.450,00 $51,900.00
<br /> t 76 IB'PVC PEE SEK'ER SDR45 -- LIN tT 535.00 750.00 512.250.00 $0.00 $0.00 ?$0,00 512.250.00
<br /> 17 CONNECT TO EXISTING SANITARY SEWER EACH $400.00 B.00 S3.200.00 $0.00 100 5400.00 9,00 57.600.00
<br /> 38 COSST SAN SEWER AOL 48"DIA.(0-14'1 I EACH S1,700,00 10.00 517,000.00 4.00 56,800.00 2.00 53.400.00 16.00 527.200.00
<br /> 39 12'X6'WYE EACH 5100.00 36.00 53.600.00 50.00 1200 51.200,00 4800 $4,80000
<br /> Jp I8'X6'WYE. EACH I SI30.00 8.00 51.040.00 $0.00 50.00 8,00 51,(140.00
<br /> ' 41 6'PVC SERVICE PIPE..SDR,5 _ LIN FF 515.00 1320.00 SI9.B00.00 � $0.00 3%.001 55.940.00 1,716.00 S25.740.00
<br /> J2 MANHOLE CIIP44El'SFALS FACII 5200.00 10.00 52000,00 4.00 5800.00 2.00 5400,00 16.011 51.200.00
<br /> 43 CASTING ASSEMBLY EACII S250.00 10.00 52500.00 4.001 51.000.00 2.00 5500.00 16,00 $4.000.00
<br /> 44 SANITARY BYPASS PUAOPING LUMP SUM $20.000,00 LOO 520,000.00 � 10.00 1 50.00 1,00 $20.000.00
<br /> 45 TELEVISING SANITARY SEWER LEN FT 50,80 2,191.00 SI.747.20 392A01 5713,60 745.00 55%.00 1,72100 $2,656.80
<br /> 1 SUBTOTAL. 1 �11130.357.20 510,877,60 I 577,761.00 5177,991.80
<br /> 1175:CONTLNGENCY 1 51.067.36 11,376.10 517,499.18
<br /> SUBTOTAL 511,960.% 537.177.10 5192 790.98
<br /> 1 3r;NDILECT COSTS $43.017.88 57,588.29 SI1.14I.I1 557.747.29
<br /> ' TOTAL 1 S186.410.80 $15,549.25 S48.278.23 5250.238.27
<br /> C. WATERMAIN
<br /> ' 46 8'GATE VALVE AND BOX EACH 5600.00 6.00 53.600.00 4001 52,40000 3.00 $1.800.00 13.00 57,800.00
<br /> 47 CONNECT TO EXISTING K ATERMAIN EACH $550,00 4.00 52.200.00 4,001 52,200.00 3.00 S1.650.00 11.00 56.050.00
<br /> 48 1'CORPORATION STOP EACH S50.00 40.00 $2,000.00 20.00 51.000.00 14.00 S700.00 74,00 S3.700.00
<br /> 49 I'CURB STOP&BOX EACH 5100.00 40.00 S4.000.00 20.001 S2,000.00 14.00 S1.400.00 74.00 57700.00
<br /> 50 1'TYPE K COPPER PIPE LIN FT $8.00 050.00 $10.800.00 700.00: 55.600.00 480.00 53,840.00 2.530.00 520.240.00
<br /> ' 51 HYDRANT EACH 11700.00 4.00 $5.600.00 2.001 52.800.00 2.00 52800.00 8.00 511.200.00
<br /> 52 8'WATERMAN•DUCTILE]ION CL 52 LIN FT S20.00 2151.00 543.020.00 1030.00 521,000.00 895.00 216.900.00 4.046 00 580.920.00
<br /> 53 GRANULAR FUONDATION MATERIAL(LV) CU YD 55.00 50.00 $250.00 30.00 $150.00 25.00 $125.00 105.00 $525.00
<br /> 54 TEMPORARY WATERMAIN SERVICE LUMP SUM 510,000.00 100 510.000.00 50.00 1 50.00 1.00 510.000.00
<br /> t 55 DUCTILE IRON FRTI4G5 1 POUND SI.00 1,800.00 51,800.00 400.001 5400.00 223.00 5225.00 2.425.00 $2725.00
<br /> SUBTOTAL 1 1 1 583,270.00 537,550.00 S29.440.00 S150.260.00
<br /> 10'/.CONFI4GENCY 1 S8.327.001 53,755.00 &2,944.00, 515.026.00
<br /> SUBTOTAL S91.59700 $41.305.00 532,384.00 $165,286.00
<br /> 30%INDIRECT C057S 527,479.10 512,391.50 $9,715.20 $49.585.60
<br /> ' TOTAL 1 $119,076-101 553,6 96.50 S42.D".201 5214,871.80
<br /> D. STORM SEWER
<br /> 56 GRANULAR FUONDATON MATERIAL(LV) CU YO $5.00 1,95000 59,750.00 550 52,750.00 450 52,250.00 2,950.00 514.750.00
<br /> ' 57 6'DRAIN TIE WRMTER SOCK LEN FT $9.50 4,00D.00 578,000.00 2,068.00 f 19.646.00 1,760.00 516,720.00 7,82800 1 $74,36600
<br /> 58 12'RC PIPE DESIGN 3006 CLASS V LIN FT 521.00 960.00 520,160.00 32000 56,72000 120.00 52,520.00 1.400.00 529.40000
<br /> 59 15-RC PIPE DESIGN 3006 CLASS V LIN FT 523.00 33.00 5759.00 50.00 50.00 33.00 $759.00
<br /> 60 18'RC PIPE DESIGN 3006 CLASS V LIN FT 525.00 33.00 5825.00 100,(101 S2500.00 50,00 13300 51,325.00
<br /> 61 24'RC PIPE DESIGN 3006 CLASS V LIN FT 542.50 $0.00 200.00 58.500.00 745.00 $31.662.50 945.00 1 540.16250
<br /> ' 62 30'RC PIPE DESIGN 3006 CLASS O] LIN FT $50.00 $0.00 56000 528,000.00 $7.00 560.00 1 $28000.00
<br /> 63 36'RC PIPE DESIGN 3006 CLASS M LII FT 565.00 280.00 $18.200.00 $0.00 50.00 280.00 518.200.00
<br /> 64 42'RC PIPE DESIGN 3006 CLASS M LEN IFT 575.00 50.00 100110 57 00.00 50.00 100.00 57,500.00
<br /> 65 66'RC PIPE DESIGN 3006 CLASS 91 ELNFr S 155.00 890.00 $137,950.00 1 50.00 50.00 890.00 S137.950.00
<br /> ' 66 72'RC PIPE DESIGN 34406 CTASS m S200.00 740.00 $148,000.00 50.00 30.00 740.00 5148.000.00
<br /> 67 CONST.DRANNAGE STR.DES.484020 $1,300.00 50.00 4.00 55.200.00 3.00 53,90000 7.00 $9.168 CONST.DRAINAGE STIR.DES.724020 51,800.00 1.00
<br />51,800.00 100 $1.800.00 50.00 2.00 53.600.00
<br /> 69 CONST.DRAINAGE STR.DES.SPECIAL 56,500.00 400 526.000.00 $0.00 50.00 4.00 526,000.00
<br /> 70 CONST.DRAINAGE STR.DES.SPECIAL(2'x3) 5900.00 42.00 537,800.00 1400 512,600.00 600 55.400.00 62.00 1 555.800.00
<br /> '
<br /> 71 CONNECT TO EXISTING STORM SEWER EACH 5500.00 3.00 52,500.00 LOO 5500.00 1.00 $500.00 13.500.00
<br /> 72 DIVERSION STRUCTURE SPECULL EACH 515.000.00 1.00 SI5.W0.00 50.00 $0.00 100 115.000.00
<br /> SUBTOTAL 1 $456,744.00 595.716.00 562.952.50 5615.412.50
<br /> 10%CONTINGENCY 545,674,40 1 39,571.60 $6.295.25 1 161.541.25
<br /> ' SUBTOTAL 1502,418.40 5105,287.60 $69,247.75 $676.953.75
<br /> 30%INDIRECT COSTS 5150,725.52 1 $3 1,586.281 $20.774.33 $203.086.13
<br /> TOTAL, $653,143.92 1 S136,973.981 S90,02108 5880,039.88
<br /> A-0 TOTAL $1,658,925.13 $526,096.41 $447,980.39 $2,673.001.94
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