Water Supply Arrangement And Allied Works For Shri Devi Dakshayani Mandir At Village Lasurgaon Tq. Vaijapur Dist. Chh. Sambhajinagar- 1 Sub Work No 1 - TRIAL - BOREDrilling of Bore Well. Drilling of 150 mm dia Bore Well. 2 Providing and Erecting of 140 mm dia PVC, 10 Kg/sq. cm Casing Pipe suitable for140 mm dia bore wellwith gorunting as per IS 4985 - 1988. 3 Giving of Yield testing for successasful bore well. 4 Sub Work No 2 - PERCOLATION WELLExcavationin generalin soft materialcomprisingof soft soil, soft murum, sand, hardmurum with bouldersin wet or dry condition for head works i.e. intakewell, connecting main, jack well, pump house, supply well, etc. for lift as belowandleadof150 M including barricading, guarding and disposing off surplus excavated stuffwithinaradiusof0.5km.asdirected,etc.completeexcluding refilling. 5 a) Lift 0.0 to 1.50 mtr. 6 b) Lift 1.50 to 3.0 mtr. 7 c) Lift 3.00 to 4.50 mtr. 8 d) Lift 4.5 to 6.00 m 9 Excavation ingeneral in hardmaterialcomprising of soft rock, hard rock, Manjara rock,etc,byblasting/controlledblasting,chisellingasrequiredin wetordry condition for Head Works i.e. Intake Well, Connecting Pipe, Jack Well, PumpHouse,supplyWell,etc.forlift0to1.5Mandleadof150Mincluding baricading, guarding, disposingoffsurplusexcavatedstuffwithinaradiusof0.5km.asdirectedby Engineer-in-charge, excluding refilling 10 e) Lift 6.00 to 7.50 m 11 g) Lift 7.50 to 9.00 M. 12 h) Lift 9.00 to 10.50 M. 13 Lift 9.00 to 10.50 M. 14 i) Lift 10.50 to 12.00 M. 15 j) Lift 12.00 to 13.50 M. 16 k) Lift 13.50 to 15.00 M. 17 l) Lift 15.00 to 16.50 M. 18 m) Lift 16.50 to 18.00 M. 19 Providing and laying in situ 1:2:4 (M-150) grade of C.C. of trap / granite / quartzite/gneissmetalforfoundationandbeddingincludingdewateringformwork, compacting and curing. Finishing etc. complete with initial lift of 1.5 m. below / above ground level. 20 Providing and laying in situ cement concrete of trap / granite / quartzite / gneiss metal for RCC work in foundation like raft, grillage, strip foundation and footing of RCCcolumnsandsteelstanchionsincludingnormaldewatering,formwork, compaction,finishingandcuringetc.complete.(Byweighbatchingandmix designforM-250andM-300only.UseofL&T,A.C.C.,Ambuja,BirlaGold, Manikgad,Rajshree,etccementispermitted.ExcludingM.S.orTor reinforcement) For RCC M-300 Beams / Braces / LintelsRing Beam leadge level ( M -300 ) 21 Providing and casting in situ Cement Concrete of trap / granite / quartzite / gneiss metal of approved quality for RCC work as per detailed drawings and desingns or asdirectedbyEngineer-in-chargeincludingnormaldewatering,cenetring,form work compaction, finishing the formed surfaces with CM 1:3 of sufficient minimumthicknessifspecialfinishistobe providedandcuring,etc. complete. (By weigh batching and mis design for M-250 and M-300 only. Use of L & T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc cement is permitted excluding M.S. orTorreinforcement).ForRCCM-300grade-slabs/landings/verticalwalls/waist slabs / Steps for staircase.Staining wall of Percolation well ( M - 300 ) 22 Lift0.00 m to 5.00 m(Above G.L ) 23 Lift0.00 m to 5.00 m(Below G.L ) 24 Lift5.00 m to 10.00 m 25 Providing and fixing in position steel bar reinforcement of various diameters for RCC pipes, caps, footing, foundation, slabs, beams, columns, canopies staircases. Newels, chajjas, lintels, pardies, copings, fins, arches, etc. as per detailed designs, derawingsandschedules;includingcutting,bending,hookingthebarsbinding withwiresor tackweldingandsupportingasrequiredetc.complete. (including cost of binding wire) Tor Steel.Tor Steel 26 Lift0.00 m to 5.00 m 27 Lift5.00 m to 10.00 m 28 Providing, and fixing 75 mm dia P.V.C. pipe weep holes at 1.5 M c/c staggered including cost of all materials and labour involved with all leads and lifts etc.complete with all leads and lifts. 29 Providing and fixing in position C. I. Dapuri steps or 22 mm dia M.S. bar step withproper anchorage, etc. and providing and applying three coats of ant-corrosive paintetc complete as directed by Engineer-in-charge. 30 Providing stuctural steel work in single stanchions composed of RSJ, channel, etc, with caps, bases, mild steel plates, angles, brackets, cleats, gusset plates, anchor bolts, etc. as per detailed design and drawing or as directed by Engineer-in-charge including cutting, fabrication, hoisting, erecting, fixing in position, making riveted/ bolted / welded connections and one coats of anticorrosive paint and over it two coats of oil painting, etc. complete.ISMB 250 x 125 31 Dewatering the excavated trenches and pools of water in the building trenches / pipeline trenches, well works by using pumps and other devices including disposing off water to safe distance as directed by Engineer-in-charge (includingcost of machinery, labour fuel) etc. complete. 32 Providing and fixing G.I. pipe railing having 1.0 M height consisting 50 x 50 x 6 mm thick M. S. angles as verticals at 1.5 M c/c, and additional posts at every corner with 3 rows of 25 mm dia G.I. pipes of medium class variety as horizontal and painting 3 coats of oil paint over 1 coat of anticorrosive paint of approved colour and shade including cost of all labour, transporting bends to curved shape, etc.complete. 33 Carrying out recuperation / yeild test for ascerting the discharge of constructed well / excavated profile as direrted by Engineer in charge.The test carried out by drawing down water from the well/ profile below normal / subsoil water level upto full depth rise in water level is recorded. The normal water level / subsoil water level in the well / profile as well as strainer / suction level at pump as per design of W.S. scheme shall be recorded prior. to the test including cost of all materials.overhead,labours etc. completed as directed.The test shall be carried out as per technical circular No.2597 dt. 20/11/97 and shall be carried out for 7 days.For 7 Days 34 Refiling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts includingconsolidation, surcharging etc. complete.Reffiling 35 Taking surface bore well of 115 mm dia and 60M of depth (as per GSDAcertificate)4 x 60 m 36 Sub Work No 7 - RISING MAINProvidingandsupplyinginstandardlengthsISImarkrigidunplasticisedPVC pipessuitable forpotable water withsolvent cementjointsincluding costof couplers, as per ISspecification no. 4985 / 1988 excludingGSTlevied byGOI and GOMinallrespect,includingtransportation,freightcharges,inspectioncharges, loading, unloading, conveyance to thedepartmental stores and stacking the same inclosedsheddulyprotectedfromsunraysandrainsincludingcostofjointing material i.e.solvent cement, etc. complete (selffit type to bejointed with cementsolvent).PVCPipes-Workingpressure-6Kg/Sqm.,Dia.Is140mmLengthofRisingMain-1400m 37 Providing and supplying ISI standard PVC specials and fittings including transportation to stores/site, loading, unloading charges excluding GST levied by GOI & GOM at site of work etc. Complete.As per vouchers produced & actual consumption. 38 Providingandsupplying Air Valvesas per IS-10845and MJP’s standard specificationsdoubleorificetypecombinedwithscrewdown isolatingvalve,small orificeelasticballrestingonagunmetalorificenipple, large orifice vulcanite ballseating onmoulded seat ring, inlet face and drilled,includingall taxes(Centraland local), insurance, third party inspection charges,loading,unloding,transportatoinuptodepartmentalstores/site,etc.complete.a) Air Valve Single Ball Flanged Type - PN -132 MM 39 Excavationforfoundation/pipetrenchesinearth,soilsofall types, sand, gravel and soft murum,hard murum, hard murum andboulders,softrockand old cement and lime masonryfoundation asphalt road ,hard rock and concreteroadby chiselling, wedging,line drilling by mechanical means or by all means other than blasting including trimming and levelling the bed,removingthe excavatedmaterialuptoadistanceof50 metresbeyondthe area andlifts as below,stacking as directed by Engineer-in-charge, normal dewatering,excluding backfilling, etc. complete by all means. 40 Filling inplinth floors murum bedding intrenches with approved murumfromexcavated materials from foundation 15 to 20 cm layersincludingwateringand compaction complete.Murum selected from excavated stuff 41 Lowering Laying and jointing with P.V.C pipes and specials of following class and diameter including cost of conveyance from source to site of works including cost ofalllabour,material,exceptcementsolvent,rubberring,asperIScodeetc.complete (with cement solvent joint/ring fit joint).PVC Pipes-Working pressure -6Kg/Sqm.,Dia. Is 140mm Length of Rising Main -1400m 42 HydraulictestingofPVCpipelinetospecifiedpressureincluding costofall materials and labour and water for testing for specified length including cutting, placing end cap makingarrangement forfillingsafewaterusingreciprocating typepumpswhich shouldbeabletoprovidespecified testpressuregauges andothernecessary equipments,labour,operationcharges,etc. requiredfor testing. Therateunder thisitem shall also include cost of retesting, if necessaryandreinstatingtooriginal positionPVC Pipes-Working pressure -10kg/Sqm.,Dia. Is 140 Length of Rising Main -2200m 43 ProvidingandfixinginpositionairvalveshaftincludingprovidingandfixingGI Medium Class or 6 mm thick M.S. pipe shaft 2.70 M long over branch flange of air valve tee, providingPCC blockofM-150concrete, 150mmthickaroundthe air valveteeincludingencasingofverticalshaftinPCCM-150asshownintype design together with providing and making flanged joints wherever required and fixingofairvalvetee,etc.completeaspertypedesignandasdirectedby Engineer -in- charge for following diameters of pipe lines (type design attached.)32 MM 44 Refillingthetrenches withavailableexcavated stuffwithsoftmaterialfirst over pipelineandthenhardmaterialin15cmlayerswithallleadsandlifts including consolidation, surcharging,etc. complete.Net Volume of Refilling 45 Providing ISI mark G.I. pipe of following class and dia. excluding GST levied by GOI & GOM in all respect, inspection charges, transportation to stores, etc. complete as per IS-1239/2004.Note : One coupler shall be provided with each full length of pipe cost of which isincluded in rates below.150 mm DIA. G.I.MEDIUM class 46 Lowering,layingandjointingG.I.pipesandspecialsoffollowingclassand diameterincludingconveyancefromstorestositeofworks,alllabour,etc. complete eitherundergroundor inverticalposition,asdirectedbyEngineer-in-charge.150 mm DIA. G.I.MEDIUM class 47 HydraulictestingofG.I.pipelinetospecifiedpressureincludingcostofall materialsandlabourandwaterfortesting forthe lengthupto 1kmusing reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour operation charges etc. required fortesting,Theratesunderthisitemshallalsoincludecostofretestingif necessaryand reinstating to original position.150 mm DIA. G.I.MEDIUM class 48 Providing and laying in situ Cement Concrete M-15 of trap/ granite / quartzite / gneiss metal for foundation and bedding including bailing out water, form work, compaction, curing, etc. complete. (Cement 5.90 bags / cum)Spec. No. - Bd E /1 Page No. 287 and B-7, Page No. 38Encasing of Pipe 49 Designing(aesthetically),andconstructingRCCgroundservicereservoirs/RCC sumpsinM-300mixofrequiredcapacityincludingexcavationinalltypesof strata,foundationconcrete, container walls,bottom slabtop RCC roof slab/ or dome,20mmthickcementplasterwithwaterproofingcompoundinCM1:3 proportiontoinsidefaceofthecontainer,includingepoxypaintfrominside including refilling and disposing of surplus stuff within lead of 50 M, all labour and material charges, for laying and jointing of pipe assembly for inlet, outlet washout,overflowandbypassarrangementconsistingofC.I.M.S.D/F.pipes, specialsandvalvesofgivendiameters,providingandfixingaccessoriessuchasM.S. ladder inside and outside, C.I. Manhole frame and cover, water top slab, B.B. masonrychamberforallvalves,ventilatingshafts,includinggivingsatisfactory hydraulic test and water tightness test as per IS code and providing three coats of cementpaintstoallexposedsurfaceofstructureincludingroofsurfaceetc. completeasperdesign data,criteria, obligatoryrequirements anddetailed specifications.Anti-termitetreatment shallbe givenfor undergroundportion of the structure. 50 ThedesignshallbeinaccordancewithvariousrelevantI.S.specification(I.S.456/1978, I.S. 875 - 1987, I.S. 3370 -1965 or revised. 51 Fordesignhavingmorethan6columns,provisionofinternalbracingisobligatory.Externalbracingsisalso obligatory. 52 The entire structure shall be in M-300 mix only. 53 The scopeofpipeassemblyworkshallbe upto5 metre beyond outsideface of the wall, cost of pipes valves and specials is notincluded inthe rate but labourcost for laying and jointing is included. 54 The G.S.R. / Sump above 15 lakh litres capacity shall be in two compartment. 55 TheJobincludesdesigningthestructureforupliftpressureanddewateringif requiredduringentireexecutionanddisposalofsurplusexcavatedstuffwithin leadof50metresasdirectedbyEngineerin-charge.Ifupliftsconsideredindesign, then these rates shall be increased by 7.5%. 56 G.S.R.outletsshallbewithbellmouthofapprovedpatterninbottomslabandcostofdesigningbellmouthisincludedintherate. Sumpwellincludescostof suction pit required at bottom. 57 For pipe diameters upto 300 mm only CI pipes and CI specials shall be used. For pipediametersabove300mm,M.S.pipesandspecialsminimum10mmthick shall be used with proper anticorrosive epoxy treatment from inside and outside. 58 Cost of pump house is not included in these rates. 59 Above rates are applicable for Seismic Zones 2, 3 and 4. 60 75% part rate shall be payable for reinforcement, concrete and plastering items of all types of G.S.R.s and sumps till satisfactory hydraulic testing for water tightness test is given and till that work shall be treated as incomplete. 61 Note : Conditions from Sr. No. 1 to 11 shall form a part and parcel of tender and must be included in the draft tender papers for work of R.C.C. GSRs and sumps. 62 For RCC GSRs and Sumps 63 Providing & supplying ISI standard CI double flanged pipes excluding GST levied by GOI&GOMinallrespectincludingrailwayfreight,insurance,unloadingfrom railway wagon, loading into truck transport to stores, unloading etc. complete as directed by Engineer-in-charge.100mm dia.CI.D./F pipes Inlet 64 ProvidingandsupplyingISIstandardC.ispecials&fittingwithsealingrubber gasket of S.B.R,complete with cast iron follower gland and M.S. nut holts coated orotherwiseprotectedfromrustingandsuitableforD.l.pipesincludingcostof labour,materials,and transpoffationto stores, loading andunloading excluding GST levied by GOI & GOM in allrespect etc. complete as per IS-9523.80 mm to 300 mm dia 65 Sub Work No 10 - INFORMATION DISPLAY BOARDProviding and fixing board displaying information, such as Name of work, Tendercost, Name of Contractor, Work completion and liability period etc, having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm dulypainted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No.As directed by Engineer inCharge 66 Commisioning running and maintaining the scheme to quantities, rate capacity, including manning necessory personnel such as operator, valveman, etc, as pr requirements of the scheme and who should also administer chemical dose for a period of one month for individual scheme together with training of personnel spared by MJP/ Local Body and handling over the scheme to Local Body after completion of the above period as directed by Engineer - in charge. ( per Village03 Month ) Trial Run
