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<br />Nov 22 2002 2:08PM SOHESTROO ROSENE ANDERLlK 8518381311 ",.4 <br />, <br /> Conlract Unit Quantity Aml)Unt <br />No. Rem Unit Quenl~y Pri<:8 Ie 0811> IoDate <br /> Part !i .. Water Main.. Hl.lnt.r:c Crossing <br />57 8" PVC. ~OO - Jacked LF 45 143.24 45 86,445.80 <br />58 8" PVC. C9DO LF 1330 14.05 1310 518,405.50 <br />60 6' PIIC. CODO LF 810 11,58 814 $9.426.12 <br />60 6' gate valve and box EA 2 490.86 2 $981.72 <br />51 5" gate valve aM box EA 4 1l52.74 4 $2.610.96 <br />62 Hydrant with gale valve .nd box EA 6 1699.17 6 511.396.02 <br />66 Valve rod oxten,jon EA 12 05.49 12 51.181.88 <br />64 Gate valve wrenCh. B' 10000g EA 1 M.08 1 539.08 <br />65 Gati valve INranc", 3' long EA 2 23.11 2 $46.22 <br />66 Hydrant wren"" EA 3 20.50 3 $88.50 <br />67 Flttlngs LB 3000 1.30 3000 $3,900.00 <br />68 Improved pipe foundation LF 1000 0.Q1 50.00 <br />69 8" plpo rSI!train1 EA 24 39.82 24 5955.68 <br />70 6" pipe re.\raint EA 16 30.24 18 $483.84 <br />7L insulation, 2" !nIck $V 20 17A~ SO.OO <br /> Total Part 5 - Water Main - Hunlenl C"",.lng 555.9S0.32 <br /> Pan 8 - SeNICllS . Hunte", Cro..lng <br />72 a")(4~!=lVCwye EA 37 76.83 37 $2.536.31 <br />73 4' I'Ve ..._ ..",Ico LF 17~a 6.64 1829 $12.14-4.56 <br />74 4' PVC riser pipe LF 90 fTA7 109 $1.904.23 <br />76 1" copper 'NStar service LF 1730 6.76 '934 $11.139.64 <br />76 I' wrb .top ond box EA 37 107.61 37 53.977.67 <br />17 l' corporatIon stop EA 37 67.05 37 52.480.65 <br />78 Curb box _nch EA 3 34.82 3 $104.48 <br /> To/al P!!tri 6. 6arvlca. - Hunler. Cros.lng $34.58712 <br /> Part 7 - 5larm Sewer" Hunte", Crossing <br />79 12' HOPE LF" 330 17.51 330 $5.178.30 <br />80 12" FlCF. Cia.. 5 LF 120 20.77 120 $2.492,40 <br />81 15" RCP. Cla.s 5 LF 8Q 22.14 60 $1.771.20 <br />82 18" HOPE LF" 215 22.91 215 $4.926.65 <br />5S 15" RCF. CI... 5 LF" 210 24-.16 238 55.750.08 <br />64 lmproved pipe foundation LF 600 O.Ql $Q.oo <br />66 Catch ba.ln EA 4 942.19 4 53.766.76 <br />66 Catch basin manholet EA 4 1.71.39 4 $5.485.56 <br />87 Pond outlet structure EA 1 1698.07 1 $1.890.07 <br />88 12" RCP apronwllrash guard EA 1 534-52 1 5534.52 <br />89 12" HDPE apron wltruh guard EA 1 264.43 1 5254.43 <br />90 18" FlCF .proo wllr.sh guart! EA 1 649.81 1 5649.61 <br />91 18' HDPE .pron w/trash guard EA 2 SQM3 2 5613.26 <br />92 Rock. rlprep, Class 3 CY 25 55.0Q 40 $2.600.00 <br />9S SodditIQ SY 500 2.55 4aS $1.244.40 <br /> Total Part 7 . Storm S~e:r ~ Hunters Cro$S\I1Q 537.766.44 <br /> Part 8 " strut - Hunte", Croeelng <br />94 Mill bltumlnolJ8 Sb'lp LF 100 3.12 150 5468.00 <br />95 Subgracle preparation RO eTA 24 126.QQ 24 $3.QOO.OQ <br />96 Granular borrow leV) cy 5000 9.71 6535 564,716.85 <br />97 Aggregate base. Cia.. 5 - .tree'" TN 3300 9.30 3450 $32,065.00 <br />98 Aggregate base, CI... 5 - ,-aU TN 700 9.82 994 $9,T81.06 <br />99 Typo 316 bilumlnous baoe course TN 700 27.61 522.26 $22,620.92 <br />100 Typo 416 ,ilumlnous wear course - .treets TN 700 29.64 a70.3 $26.795.69 <br />10, Type 41 A bltumlnou. .....r - tra II TN 165 86.46 263 510.869.84 <br />102 Bituminous maler"'l for ",ok coal GAL 400 1.30 500 $650.00 <br />103 Surmountable concrete c~b and gutter LF 4400 6.55 4333 $<8,857.75 <br />10' Barrtcade EA 2 234.00 2 $466.00 <br />106 4 ~ draintile LF 4260 3.42 4105 $14,039.10 <br />106 Geotexlll" fabric Sy 9000 1.35 0000 512,160.QO <br />107 Seeding with Iopsoi and mulch AC 1.5 996.40 $0.00 <br /> rotal Part S . Strset. HuntErs Ctossin9 5215.501.26 <br />. <br />ajtOO114~EaeJ:i,* <br /> <br />