Tender For Jjm Water Supply Scheme At Malod Manapur Tal Yawal Dist Jalgaon.- 1 Tube well AT MALODItem.No.1 :-Transportation charges for drilling machinery from one site to another site, necessary expenditure for making approach road etc. included in this job ……etc complete 2 Item.No.2:-Drilling of 150 to 300mm diameter naked tube wells perfectly vertical in all strata at ground levels including machinery fuel,oil,bentanite,clay etc. depth of tube wells shown in the schedule is tentative and well be finalised as per detailed certificate of G.S.D.A. 3 Item.No.3 -Providing ERW casing pipe 5-6 mm thick as per casing policy including cost of labour etc comp.as directed by GSDAM.S Pipe Casing 150 mm dia 4 Sloted M,S Casing 180 mm dia. 5 Item.No.4 :- Supplying and transporting and placing gravel packing of size 3/8 to 1/2 only including stacking , sorting washing and placing gravel 3/4 to1/2 inchonly 6 Item.No.5 :- Development of tube wells by suitable air compressor of 600 cfm/100 PSI cap at site for period of at least 36 hours by high velocity, jeting and back washing etc complete 7 Item.No.6 :- Supplying and fitting suitable Bellplug of 200 mm dia.at bottom of casing pipe…..etc complete 8 Item.No.7 :- Supplying and fitting MS heavy duty clamps …..etc complete 9 Item.No.8 :-Providing and fixing two wooden sleeper 300mm x150 mm x1000 mm of jungle wood for supporting clamp. 10 Item.No.9:-Cleaning the site, refilling by excavated material and levelling as directed after completion of work. 11 Item.No.10:- Carrying out yield testing by Air lift method and 900 notch method for 3 hours and giving certificate mentioning the drawdown levels 12 Item.No.11 :- Providing and laying in situ Cement concrete of trap/granite/quartzite/ gneiss metal for PCC M-100 work below foundation and footing including normal dewatering, plywood form work, compaction, finishing and curing, etc, complete. 13 Lowering Laying of 150 mm M.S Pipr in Tubewell 14 SWITCH ROOM AT MALODExcavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distace of 50 M and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundationetc complete. 15 Providing and laying in situ cement concrete M-10 /1:3:6 of trap/granite/quartzite/gneiss metal for foundation and bedding including bailing-out water manually formwork, compacting, covering newly laid concrete by gunny bag, plastic or tarpaulin, curing etc complete. 16 Item No 1 Providing and laying in situ Cement concrete of trap/granite/quartzite/ gneiss metal for PCC work below foundation and footing including normal dewatering,plywood form work, compaction, finishing and curing, etc, complete.PCC M150 17 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 RCC columns and steel stanchions including normal dewatering,plywood form work, compaction, finishing and curing, etc, complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L & T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) RCC M 200 for Footing 18 Providing and casting in situ Cement Concrete of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, plywood form work,bully/steel prop ups, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted )RCC M 200 for column 19 Providing and casting in situ C. C. of trap / granite / quartzite/ gneiss metal of approved quality for RCC works as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, ,plywood form work,bully/steel prop ups compaction, finishing the formed surfaces with C. M. 1:3 of sufficient minimum thickness to give a smooth and even surface wherever nesessary or roughening if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.)RCC M 200 Beams, Lintels 20 Providing and casting in situ C. C. of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, plywood form work,bully/steel prop ups, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary or roughening if special finssh is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use fo L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted .)RCC M 200Slabs 21 Filling in plinth and floors / trenches with contractor’s murum for bedding in 15cm to 20cm layers including watering and compaction complete. 22 Providing Bricks masonry in cement mortar 1:6 using Second class burnt bricks in superstructure including striking joints, raking out joints, watering and scaffolding complete.For Plinth 23 For Superstructure 24 Providing and fixing in position steel bar reinforcement of various diameters for RCC piles, caps, footings, foundation, slabs, beams, columns, canopies, staircases. newels, chajjas, lintels, pardies, copings, fins, arches, etc. as per detailed designs, drawings and schedules; including cutting, bending, hookingthe bars, binding with wires or tack welding and supporting as required, etc. complete.(including cost of binding wire) 25 Providing rough cast cement plaster externally in two coats to concrete,brick or stone masonry surfaces inall positions with base coat of 12to15mm thick in C.M.1:4 and rough cast treatment 12mm thick in proportion 1:1 1/2:3 including scaffolding and fourteen days curing complete.Bd.L.8 Page Number 370 26 Providing internal cement plaster 20mm. thick in single coats in cement mortar 1:4 without neeru finish, to concrete, brick surface, in all positions including scaffolding and curing complete. Spec. No. : Bd.L.4 Page No. 368 27 Providing and fixing solid core flush door commercial in single leaf 35mm thick without ventilator commercial type of exterior grade as per detailed drawing including non teak seasoned wood door frame 60mm x 100mm with wrought iron hold fast, on both sides and finishing with oil paint three coats complete.As directed by Engineer in charge.a) With Aluminum oxidized fixtures & fastening 28 Providing and fixing steel window of various sizes as per detailed drawings fabricated from IS standard sections without hot dip zinc coating without / with ventilator including fabrication, glazing with non-acentinic / plain / obscured glass panels of approved type and quality, all fixtures and fastening without teak wood boxing, and architraves and finishing with one coat of primer complete with guard bars 12mm square bar 10cm center to center.Bd.T.53 Page No.509. 29 Providing and laying polished Shahabad Stoneflooring 25mm to 30mm thick and of required width in plain / diamond pattern on a bed of 1:6 C.M. including cement float, filling joints, with neat cement slurry, curing, polishing and cleaning complete. Spec. No. : Bd.M.3 Page No. 380 30 Providing and applying white-wash in two coats on old/ new plastered or masonry surfaces and asbestos cement sheets including scaffolding and preparing the surface by brushing & brooming down complete. 31 Providing and applying two coats Apex Ultima Puranature Anti-Pollution Or equivalent approved brand, paint should decomposes organic substances and inorganic gases(NOx, VOC‘s, CO, SOx, formaldehydes, etc.) in presence of natural or artificial light. It contains Graphene and nanoparticles of titanium oxide. and Absorbs CO2 (4.8 Kilogram/15 l). plaster crack should be filled by Acrylic base Crack seal/Textured Crack filler, Paint has to applied on one coat of Apex Ultima Puranature Anti-Pollution Primer or Equivalent. Warranty Should be given by the Manufaturer The work should be done by the Manufacturer Recommended applicator and he should be able to furnish stage wise onsite technical reports from the concerned company technologist. 32 Providing & applying washable oil-bound distemper of approved colour and shade to old & new surfaces in two coats including scaffolding, preparing the surfaces. (excluding the primer coat.) complete. 33 SWITCH ROOM AT MANAPURExcavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distace of 50 M and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundationetc complete. 34 Providing and laying in situ cement concrete M-10 /1:3:6 of trap/granite/quartzite/gneiss metal for foundation and bedding including bailing-out water manually formwork, compacting, covering newly laid concrete by gunny bag, plastic or tarpaulin, curing etc complete. 35 Item No 1 Providing and laying in situ Cement concrete of trap/granite/quartzite/ gneiss metal for PCC work below foundation and footing including normal dewatering,plywood form work, compaction, finishing and curing, etc, complete.PCC M150 36 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 RCC columns and steel stanchions including normal dewatering,plywood form work, compaction, finishing and curing, etc, complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L & T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) RCC M 200 for Footing 37 Providing and casting in situ Cement Concrete of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, plywood form work,bully/steel prop ups, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted )RCC M 200 for column 38 Providing and casting in situ C. C. of trap / granite / quartzite/ gneiss metal of approved quality for RCC works as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, ,plywood form work,bully/steel prop ups compaction, finishing the formed surfaces with C. M. 1:3 of sufficient minimum thickness to give a smooth and even surface wherever nesessary or roughening if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.)RCC M 200 Beams, Lintels 39 Providing and casting in situ C. C. of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, plywood form work,bully/steel prop ups, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary or roughening if special finssh is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use fo L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted .)RCC M 200Slabs 40 Filling in plinth and floors / trenches with contractor’s murum for bedding in 15cm to 20cm layers including watering and compaction complete. 41 Providing Bricks masonry in cement mortar 1:6 using Second class burnt bricks in superstructure including striking joints, raking out joints, watering and scaffolding complete.For Plinth 42 For Superstructure 43 Providing and fixing in position steel bar reinforcement of various diameters for RCC piles, caps, footings, foundation, slabs, beams, columns, canopies, staircases. newels, chajjas, lintels, pardies, copings, fins, arches, etc. as per detailed designs, drawings and schedules; including cutting, bending, hookingthe bars, binding with wires or tack welding and supporting as required, etc. complete.(including cost of binding wire) 44 Providing rough cast cement plaster externally in two coats to concrete,brick or stone masonry surfaces inall positions with base coat of 12to15mm thick in C.M.1:4 and rough cast treatment 12mm thick in proportion 1:1 1/2:3 including scaffolding and fourteen days curing complete.Bd.L.8 Page Number 370 45 Providing internal cement plaster 20mm. thick in single coats in cement mortar 1:4 without neeru finish, to concrete, brick surface, in all positions including scaffolding and curing complete. Spec. No. : Bd.L.4 Page No. 368 46 Providing and fixing solid core flush door commercial in single leaf 35mm thick without ventilator commercial type of exterior grade as per detailed drawing including non teak seasoned wood door frame 60mm x 100mm with wrought iron hold fast, on both sides and finishing with oil paint three coats complete.As directed by Engineer in charge.a) With Aluminum oxidized fixtures & fastening 47 Providing and fixing steel window of various sizes as per detailed drawings fabricated from IS standard sections without hot dip zinc coating without / with ventilator including fabrication, glazing with non-acentinic / plain / obscured glass panels of approved type and quality, all fixtures and fastening without teak wood boxing, and architraves and finishing with one coat of primer complete with guard bars 12mm square bar 10cm center to center.Bd.T.53 Page No.509. 48 Providing and laying polished Shahabad Stoneflooring 25mm to 30mm thick and of required width in plain / diamond pattern on a bed of 1:6 C.M. including cement float, filling joints, with neat cement slurry, curing, polishing and cleaning complete. Spec. No. : Bd.M.3 Page No. 380 49 Providing and applying white-wash in two coats on old/ new plastered or masonry surfaces and asbestos cement sheets including scaffolding and preparing the surface by brushing & brooming down complete. 50 Providing and applying two coats Apex Ultima Puranature Anti-Pollution Or equivalent approved brand, paint should decomposes organic substances and inorganic gases(NOx, VOC‘s, CO, SOx, formaldehydes, etc.) in presence of natural or artificial light. It contains Graphene and nanoparticles of titanium oxide. and Absorbs CO2 (4.8 Kilogram/15 l). plaster crack should be filled by Acrylic base Crack seal/Textured Crack filler, Paint has to applied on one coat of Apex Ultima Puranature Anti-Pollution Primer or Equivalent. Warranty Should be given by the Manufaturer The work should be done by the Manufacturer Recommended applicator and he should be able to furnish stage wise onsite technical reports from the concerned company technologist. 51 Providing & applying washable oil-bound distemper of approved colour and shade to old & new surfaces in two coats including scaffolding, preparing the surfaces. (excluding the primer coat.) complete. 52 PUMPING MACHINARY Item No. 1:- Providing erecting and giving test of submersible pump set confirming to IS. 8034 and motor confirming to I.S. 9283 with water proof binding pump shall be suitable for various delivery head and discharge with stainless steel shaft motor suitable for working on 41510%3 ph 50 Hz A.C. supply with cable gurad thrust carbon fiber bearing to with stand entire hydrulic thrust .the pump set shall be suitable for direct coupling with suitable saction stainer pump should have suitable discharge outlet as per manufacture design antithrust stream non retun valve shall be provided with the pump 3 m submersible copper conductor cable in single / double run 2 pair of erection clamp 65 mm width 10 mm thick shall be provided with each pump Submersible pump 7.5HP with Supply & errection 53 Item No. 2:- Providing erecting commissinory L.T. panel board with all required accessories for the pump in above item No. 1.. etc.complete 54 Item No. 3: - Supplying and erecting Flat flexible submersible cable with copper conductor PVC insulated and PVC sheathred 1 x 3 x 2.5 sqm 55 B) Providing and erecting P.V.C. armoud cable 1100V grade with ISI mark3.5 core Solid / standard aluminium conductor with 6 mm thick 25 mm width m.s.. Spacer with G.I. Earth wire 6 Sq. mm complete erected onwall / on Pole with 25 X 3mm M.S. Clamp in provided trench in an approved manner 4 Core 10 Sq. mm 56 Item No. 4:- Supplying and erecting G.I. Pipe Bin position for suction and delivery for submersible pump including pumbing with socket and necessary material65 mm. Dia 57 Item No. 5:- Providing and erecting presure gauge of required capacity complete with syptio tube isolating cock suitable for 12 mm dia G.I. Pipe pressure gauge shall be installed as directed with tapping on rising main100 mm. Dia 58 Item No. 6:- Providing ISI mark G.I. Pipe of following class and dia including all local and central taxs octrai inspection charges transporatation to store etc… complete medium 15 mm. Medium Providing L.L joint 59 Item No. 7 :- Providing and supplying G.I. special at site including all taxes (central & Local )RailwayFright Insurances on loading from Railway wagon Loading Truck Transport to store/site unloading etc.. Comp. As directed by Engineer in Charge 60 Item No. 8:- Providing and supplying ISI mark C.I. D/F reflux valve (non return valves) of following dia including all taxes (central and local) railway freight inspection charges loading unloading from railway wagon transportation upto departement store etc. complete IS 5312 (1984) 65 mm dia P.N. 1with fixing 61 Item No. 9:- Providing and supplying ISI mark C.I.D.F sluice valve of following dia including all taxes (central and local railway freight inspection entries unloading from railway wagon loading into truck transportation upto departmental store/site unloading stacking etc. complete. 65 mm dia P.N. 1with fixing on delivery side 62 Providing and making flaged Joint to flange, C.I. Pipes / M.I. Pipes and specials of all classing including cost of jointing material rubber packing nut bolts labour charges hydrulic testing etc. complete 63 Item No. 10 :- Supplying and erecting Galvanized cast iron earth plate 60 X 60 X 0.6 cm buried specially preposed earth pt[top edge of plate 1.5 m below ground refilling with 30 kg chorcoal and salt in alleviate layers neccessory length of double G.I. earth strip connected to the plate G.I. nuts bolt 12 mm dia iwth Bituminous compound and connected to nearest switch gear with end socket as per directed supplying and erecting 19m dia ventical G.I. pipe 1.5 m long with funner and mesh at top included in the scope of work. 64 Item No. 11:- Providing and supplying internal elactrification to switch room etc. comp.Rate analysis attached 65 Item No. 12:-Providing tools with tool boxetc complete 66 Providing and fixing wall mounting type name board duly painted all details of pumping machinery make, model frame no. DR no. Date of installation commissioning manufacture year agoncy name aggrement no details of G.I. Shal 18 gauge of required size duly painted with red oxide and enamus paint for dispaying the above details board shall be provided with suitable T.W. bottom back side name board 67 Item No. 14:-Providing, erecting triple spur gear type Chain Pulley Block suitable for capacity as below with 6 m lift complete with load chain and hand chain suitable for above lift, tested to 50% over load as per IS 3832 carrying ISI mark.1 Tonne Capacity 68 RISING MAINItem No. 1:- Providing and supplying in standard lengths Polyethelene Pipes, confirming to IS 4984 /14151 / 12786 /13488 (Latest version) with nesessary jointing material like mechanical connector i. e.thread / insert joint / quick release coupler joint/ compression fitting joint or flanged joint excludingcoupler/specials, including transportation and freight charges, inspection charges, loading / unloading charges, conveyance to the departmental stores & stacking the same in closed shade duly protecting from sunrays & rains, excluding GST levied by GI & GOM in all respect etc. complete.90 mm HDPE 6 kg pipe 69 110 mm HDPE 6 kg pipe 70 Providing and supplying double flange sluice valves confirming for IS 2906/14846 including warn gear arrangement as per test pressure stainless steel spindle caps including all taxes transportation etc complete.Sluice/Score valves PN - 1--80 mm dia. 71 Sluice/Score valves PN - 1--100 mm dia. 72 providing and supplyingISI mark CI D/F reflux valves (non-return valves ) of following dia including all taxes (Central and Local), railway freight, inspection charges unloding from railway wagon, loading into truck, transportation upto departmental stroes/ site, unloading, stacking etc. complete. Reflux valves as per I.S.5312 Part I (1984)WithThird Party InspectionReflux valves valves-80 mm dia. 73 Reflux valves valves-100 mm dia. 74 Providing and supplying Air Valves as per IS- 14845-2000 and MJP’s standard specifications of approvedmake and quality of following diameters including railway freight, inspection charges, unloading from railway wagons, loading into truck, transportation upto departmental stores, unloding and stacking excluding GST levied by GOI & GOM in all respect etc. complete.CI Single ball AV 32 mm Dia. 75 Providing at site of works HDPE .specials suitable for above pipes including cost of all taxes, freight charges, octroi, loading, unloading and conveyance to Deptt.store etc. complete.1 % of Cost of pipes 76 Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum,Excavation for foundation / pipe trenches in hard murum and boulders, W.B.M. road,Excavation for foundation / pipe trenches by blasting in soft rock and old cement and lime masonry foundition asphalt road, including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, manual dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. 77 Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation 15cm to 20cm layers including watering and compaction complete.For murrum bedding 78 Lowering, Laying and Jointing H. D. P. E./M. D.P. E. pipes in proper position including all specials by compression fitting/electrofusion and butt fusion jointing procedure as per relevent IS Code complete with all materials for jointing procedure like Electrofusion machine, Electric heater/butt fusion welding machine with hydraulic jack, top loadingclamp etc. and all labours as directed by engineer incharge as per IS-7634 Part II90 mm HDPE 6 kg pipe 79 110 mm HDPE 6 kg pipe 80 Lowering, laying and jointing in position following C.I.D/F Reflex valves, Butterfly valves and Sluice valves including cost of all labour jointing material, including nut bolts and excluding hydraulic testing etc. complete. (Rate for all class of valves.)Sluice / Scour & NRV valves PN - 1--80 mm dia 81 Sluice/Score valves PN - 1--100 mm dia. 82 Refilling 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 including consolidation, surcharging, etc. complete. 83 Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B. masonry in C.M. 1:5 Proportion precast RCC frame and cover, etc. complete as directed by Engineer-in-charge.Size 90 x 45 x 120 cm. 84 Providing and laying in situ, following grades of C.C. of trap/granite/quartzite/gneiss metal for foundtion and bedding incluing dewatering, form work, compaction and curing, finishing, etc. complete.PCC (1:2:4) ie M - 150 85 Hydraulic testing of HDPE pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position90 mm HDPE 6 kg pipe 86 110 mm HDPE 6 kg pipe 87 Providing and fixing in position air valve shaft including providing and fixing GI Medium Class or 6 mm thick M.S. pipe shaft 2.70 M long over branch flange of air valve tee, providing PCC block of M-150 concrete 150 mm thick around the air valve tee including encasing of vertical shaft in PCC M-150 as shown in type design together with providing and making flanged joints wherever required and fixing of air valve over the shaft excluding cost of air valve and branch flanged air valve tee. etc. complete as per type design and as directed by Engineer-in-charge for following diameters of pipe lines (type design attached.)Pipe dia. upto 150 mm dia 88 ESR ABSTRACT RCC ESR CAP 85,000 LITR STG HT 12.00M at MALODItem.No.1 :- Designing(aesthetically),and constructingRCC elevated servicereservoirsoffollowingcapacitywithRCCstaging consisting of columns, internal and external bracings spaced vertically not more than 4.5 meters centre to centre for E.S.R.having capacity500 m3¬more than 6 m c/cfor E.S.R.havingcapacity above500m3includingexcavationin alltypesofstrata,foundationconcret,cementplasterwith waterproofingcompoundto theinsidefaceofthecontainerincluding refilling disposing of the surplus stuff within a lead of 50 meters, all labour and material chargesincluding lowering, laying, erecting, hoisting and jointing of pipe assembly of inlet, outlet,washout,overflowandbypassarrangementsasper departmental design.providingandfixingaccessoriessuchasStainlesssteel ladder inside and M.S. ladder with G.I. railingoutside, C. I. manholeframeandcoverswaterlevel indicatiors,lightening conductor,G.I.piperailingaroundwalkwayandtopslab, providingspiralstairecasefromgroundleveltorooflevel, M.S.Grill gate of 2 Mtrs height with locking arrangement, B.B. masonry chambers for all valves, ventilating shafts, providing andapplyingthreecoatsofacrylicemulsionwithsilicon additives paint to the structure including roof slab and epoxy paint to internal surface & anti-termite treatment for undergroundpartsofthestructuresandgivingsatisfactory watertightnesstestasperI.S.code,Thejobtoinclude paintingthenameoftheschemeandotherdetailsonthe reservoir as per the directions of Engineer-in-charge.Notes:1. The design of the structure be in accordance with relevent(I.S.3370 - 1965 or revised)2. The design shall satisfy the stipulation as per IS 1893-1984and I.S. 13920/1993 for seismic focrce and I.S.- 11682/1985 for R.C.C. staging of overhead tanks.3.Fordesignhavingmorethan6columns,Providingof internal bracing is obligatory,. External bracking is alsoobligatory.4.. The entire structure shall be in M 300 mix only.5. Plain round mild steel bars grade - I confirming to I.S,432 Part-IorhighyieldstrenghdeformedbarsconfirmingtoI.S. 1786 or I.S. 1139 shall be used, grade-II mild steel barswillnot be allowed.6.Irrespectiveofthetypeoffoundationproposedinthedesign, one set of bracing be provided at the gound level.7. These rates include providing, M.S. ladder for E.S.Rs upto2 lakhs liters capacity and providing sprial staircase for E.S.R. above 2 lakhs liters capacity.8. Stagging shall have to be designed with stresses of M-250 for ESR. However all RCC construction should be done in M-3009. These rates are including the cost of uplift pressure if any andentiredewateringduringexecution.Incaseofwater loggingareawherewaterisstruckatshallowdepthextra provision of dewatering shall be made as per site condition.10.AllconditiongivenintheMemberSecretarysCircular No.MJP/TS-I/350/1668dt.2.8.97andMJP/S-I/350/2127dt.13.7.99 shall be strictly followed and additional cost, if any due to these conditions is included in the rates mentioned below.11..75%partrateshallbepayableforreinforcedcocnrete andplasteringitemsofcontainersofE.S.R.tillsatisfactory hydraulic testing for water tightness is given ; and till that workshall be treated as incomplete.12.The rates indicated in the table are excluding the cost of pipes,specialsandvalvesrequiredforinlet,outletwashout overflowand by-pass arrangement.The scope of work, howeverinclueds cost of erecting, laying and jointing of pipes andvalvewsincludingcostofjointingmaterialsupto5Mbeyond outer face of outermost column.13.ForESRupto500cumcapacityC.I.D.doubleflanged pipes upto 300mm dia shall be provided and C.I.Specials shall beused.ForESRabove500cumcapacityC.I./M.S.pipes assemblywithminimum8mmthicknessupto500mmdia. And minimum 10mm thickness above 500mm dia can be used withproperanti-corrosiveepoxyteratmentfrominsideand outside.14.Below mentioned rates are for foundation, with individuals footing with bearing capacity of 30 tonnes per square metre. Forraft foundations, theseratesshall be increased by 7.5% wheresafebearing capacity ( SBC) is 5 M.T. per Sq.m and by 5% where SBC is more than 5 MT/Sqm. and upto 10MT/Sq.m. This percentage of 5% or 7,5% is applicable for estimation of amount of L.S. items ESR for Extra item due to change from individual footing foundation to raft actual increase in concrete and steel quantities be paid as per relevent DSR Item.15.The rates shall be increase by 30% for brearing piles upto depth of 10m and for further increased in depth by 5M each it shall be increased by another 10% These rates are applicable whereraft isnot reasiblefor pile foundation sulfateresistant cementshallonly beused.Singlepileforthecolumnisnot permittedGroupofpilesshallbedesignedwithpilecapforeach column of ESR.16.These ratesareapplicableforstagingheightof12M Theseratesshallbeincreasedordecreasedforpermetre variation in the staging height as below12 to 16 M staging 2% permetre16 to 20m staging 3% per meter20 M and abovd - 4% per metreI.e. for 17m stagging heightpercentage calculation will be like below12 to16m= 4 x 2 = 8%16 to 17 m x 1 x 3= 3%Total = 11 %For 21 m stagging heightPercentage calculation will be like below12 to 16m= 4 x 2 = 8%16 to 20m = 4 x 3= 12%20 to 21m = 1 x 4= 4%Total = 24%17. Following rates are for seismic zone-III for Zone-IV these ratesshallbeincreasedby5%andforZone-II,theserates shall be decreased by 5% concerned Executive Engineer shall confirm the seismic zone for the scheme from seismic zones planbeforeestimationandadoptappropriateratesasper actual seismic zones( Seismic maps attached in this C.S.R.)Note:-1)ConditinfromSr.No.1to11shallformapartand parcel of the tender papers and shall be included in the DTP for works of R.C.C.E.S.R.Note:-2) Conditionfrom Sr.No.12to 17areforestimation purpose only and shall not be appear in the tender.Cost of 85,000 litres capacity 12 m stage height ESRAdd for raft foundation 7.5 % Net Total Cost of 85,000 litres capacity 12 m stg. height ESR RCC ESR 85,000 lit.Cap. 89 RCC ESR CAP 25,000 LITR STG HT 12.00M at MANPUR 90 Providing and supplying ISI standard CI double flanged pipes excluding GST levied byGOI & GOM in all respect including railway freight, insurance, unloading from railway wagon,loading into truck transport to stores, unloading etc. complete as directed by Engineer-in-charge80 mm dia.D ID/F pipe 91 100 mm dia.D ID/F pipe 92 150 mm dia.D ID/F pipe 93 Providing and supplying double flange sluice valves confirming for IS 2906/14846 including warn gear arrangement as per test pressure stainless steel spindle caps including all taxes transportation etc complete.100 mm dia. D/F Sl. ValvePN 1.0 94 80 mm dia. D/F Sl. ValvePN 1.0 95 150 mm dia. D/F Sl. ValvePN 1.0 96 Providing and supplying ISI standard C. I. specials & fittingwith sealing rubber gasket of S.B.R,complete with cast iron follower gland and M. S. nut bolts coated or otherwise protected from rusting and suitable for D.I.pipes including cost of labour, materials, and transportation to stores, loading and unloading excluding GST levied by GOI & GOM in all respect etc. complete as per IS-9523. 97 Add.DistributionItem No. 1:-Providing and supplying in standard lengths ISI mark rigid unplasticised PVC pipes suitable for potable water with solvent cement joints including cost of couplers, as per IS specification no. 4985 / 1988 including all local and central taxes, transportation, freight charges, inspection charges, loading, unloading, conveyance to the departmental stores / site and stacking the same in closed shed duly protected from sun rays and rains including cost of jointing material i.e. solvemt cement, etc. complete (selffit type to be jointed with cement solvent). 110 mm pvc 4 kg/cm2 pipe 98 90 mm pvc 4 kg/cm2 pipe 99 75 mm pvc 4 kg/cm2 pipe 100 140 mm pvc 4 kg/cm2 pipe 101 Providing and supplying double flange sluice valves confirming for IS 2906/14846 including warn gear arrangement as per test pressure stainless steel spindle caps including all taxes transportation etc complete. Sluice valves PN - 1 --80 mm dia 102 Sluice valves PN - 1 --100 mm dia 103 Sluice valves PN - 1 --150 mm dia 104 Providing at site of works PVC.specials suitable for above pipes including cost of all taxes, freight charges, octroi, loading, unloading and conveyance to Deptt.store etc. complete.10% of Cost of pipes 105 Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum,Excavation for foundation / pipe trenches in hard murum and boulders, W.B.M. road,Excavation for foundation / pipe trenches by blasting in soft rock and old cement and lime masonry foundition asphalt road, including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, manual dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. 106 Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation 15cm to 20cm layers including watering and compaction complete.For murrum bedding 107 Lowering, laying and jointing with P.V.C. pipes and specials of following class and diameter including cost of conveyance from stores to site of works including cost of all labour, material, except cement solvent, rubber ring, as per IS code, etc. complete (with cement solvent joint / ring fit joint).110 mm pvc 4 kg/cm2 pipe 108 90 mm pvc 4 kg/cm2 pipe 109 75 mm pvc 4 kg/cm2 pipe 110 140 mm pvc 4 kg/cm2 pipe 111 Lowering, laying and jointing in position following C.I.D/F Reflex valves, Butterfly valves and Sluice valves including cost of all labour jointing material, including nut bolts and excluding hydraulic testing etc. complete. (Rate for all class of valves.) Sluice valves PN - 1 --80 mm dia. 112 Sluice valves PN - 1 --100 mm dia. 113 Sluice valves PN - 1 --150 mm dia. 114 Providing and fixing C.I. road box including loading, unloading and carting to site of work including all necessary excavation in all types of strata and fixing in murum packing, etc. complete.100 mm x 225 mm (20 kg) 115 225 mm x 300 mm (40 kg) 116 Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B. masonry in C.M. 1:5 Proportion precast RCC frame and cover, etc. complete as directed by Engineer-in-charge.Size 90 x 45 x 120 cm. 117 Providing and laying in situ, following grades of C.C. of trap/granite/quartzite/gneiss metal for foundtion and bedding incluing dewatering, form work, compaction and curing, finishing, etc. complete.PCC (1:2:4) ie M - 150 118 Refilling 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 including consolidation, surcharging, etc. complete. 119 TRAIL RUNItem No. 1:- Commisioning running and maintaining the scheme to quantites, rated capacity, including manning necessary personnel such as operator, valveman, etc. as per requirements of the scheme and who should also administer chemical dose for a period of 1 month for individual scheme and 3 months for regional scheme, together with training of personnel spared by MJP/ Local Body and handing over the scheme to Local Body after completion of the above period as directed by Engineer-in-charge. Trial Run For 1 month 120 Provision for Energy charges for one month -- etc comp. 121 Provision for Chemical charges for one month -- etc comp.For 3 Months requirement (0.287 x 90x5 kg )=0.13 MT 122 Providing and fixing signboards of size size60x80cm made out of 14gauge M.S.Sheet with retroreflective sheeting of Engineering Grade as per M.O.T.specificationNo.801-3(1993)white reflective background,letteringsymbol bordering of black non reflective paint including 3.65 metre long M.S.angle onepost of 65x65x6mm size duly painted with white and black bands including fixing the boards of M.S.angle with galvanised nuts and bolts and washer.The Board shall be as per IRC-67-1977 including conveying fixinging round with C.C.1:4:8 block of size0.60x0.60x0.75m,with 7 year guarantee for the sheeting etc.complete. Mild Steel Board with Engineering Grade.
