Drinking Water And Sanitation Department has published Tender For Situ, Tikar And Lepatand Adjoining Villages Rural Water Supply Scheme, Under D. W. And S. Division Saraikela On Turnkey Basis. Submission Date for this Tender is 09-01-2023. Rising Mains Tenders in saraikela Jharkhand. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 02-Jan-2023 | Correction of Date | Date | 09-01-2023 |
| Sl. No. | Item Description |
| 1 | Part- A Situ & adjoining village RWSS |
| 2 | Construction of Intake Well with Pump House.(7 m Dia) |
| 3 | Doing Geotechnical survey, Collecting field data, designing aesthetically, getting it approved by competent authority and construction of R.C.C Intake well with Pump house all complete job. |
| 4 | Earthwork in excavation of foundation trenches of toe wall, spillway, head regulator, outlet, intake well etc. as per designed section in all kind of soil including moorum soil, soil mixed with kankar, pebbles & boulders upto 300m size & disposal of the same( beyond 50 m away from the edge of the trenches) with initial lead of 150 M & initial lift of 1.50M as per specification & direction of E/I. |
| 5 | Initial lift |
| 6 | 1st lift |
| 7 | Earthwork in excavation of foundationtrenches of toe wall,spillway,head regulator,outlet,intake well etc. as per designed section in ordinary rock or soft rock (vide classification of soil item-C)with disposal of soil (beyond 50m from the edge of the trenches) with initiol lead of 1.5m as per specification and direction of E/I. (soft rock where blasting as required and approved by the concerned Chief Engineer.) |
| 8 | 2nd lift |
| 9 | Earthwork in excavation of foundation trenches of toe wall, spillway,head regulator,outlet,intake well etc. as per designed section in Hard rockwhere blasting is needed and stacking properly in approved stack size in approved stack yard (beyond 50m from the edge of the trenches in the country side) with initial lead of 150 m & initial lift of 1.5 m as peras per specification and direction of E/I. (Excavated Hard rock should not be more than 150 lb) |
| 10 | 3rd lift |
| 11 | 4th lift |
| 12 | 5th lift |
| 13 | Providing P.C.CM-150within nominalmixof (1:2:4)in foundation with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of F.M 2.5 to 3 including, screening,shuttering,mixingcementconcreteinmixtureand placing in position vibrating striking curing taxes and royalityallcompleteasperbuilding specification and direction of E/I. |
| 14 | Providingand laying in situ cement concrete of trap/granite / quartzite / gneiss metal for RCC workin foundationlike raft,grillage,stripfoundation and footing of RCC columns and steel stanchions includingnormaldewatering,plywoodfromwork bully/steelpropupscompaction,finishingand curingetc.complete.(Byweighbatchingandmix designforM-25 and M-30 only. Useof L&T, A.C.C, Ambuja, Birla Gold, Manikgad Rajashree etc.cementispermitted) (ExcludingM.S or Tor Rod) For RCCM-300 in Foundation |
| 15 | Providing and casting in situ cement concrete of trap/granite / quartzite / gneiss metal of approved quality for RCC work as per detailed drawing and designs or asdirectedbyEngineer- in - chargeincluding normaldewateringcentering plywoodformwork, bully/steeel prop-ups compaction finishing the formed surfaces with CM 1:3 of sufficient minimum thicknessifspecialfinishistobeprovidedand curingetc. complete. (Byweighbatchingandmix design for M-25 and M-30 only . Use of L& T , A.C.C, Ambuja, Birla Gold,ManikgadRajasree etc. cementis permitted) (excluding M.S or Tor reinforcement ) forRCC M-300 gradevertical walls |
| 16 | For RCC M-300 gradeSlabs/Landings/Vertical Walls /Waist Slabs/Steps for Staircase in Foundation staine wall of Intake Well |
| 17 | Providing and costing in situ cement concrete of trap/ granite /quartzite/gness metal of approved quilty for R.C.C work as per detailed drawing and designs or as directed by Engineer-in-Charge including narmol dewatering ,centeringplywood, formwork bully/steel prop-ups, compaction finishing the formed surface with 1:3 sufficeint minimum thickness if special finish is to be provided and curing etc.complete (by weighbacthing and mix design for M-250 only .excluding the cost of reinforcement. |
| 18 | For RCC M-250 grade Floor & Roof Slab Beam |
| 19 | Providingand costing in situ cementconcrete of trap/ granite /quartzite/gness metal of approved quilty for R.C.C work as per detailed drawing and designs or as directed by Engineer-in-Charge including narmol dewatering,sentering plywood, formwork bully/steel prop-ups, compaction finishing the formed surface with 1:3 sufficeint minimoum thickness if special finish is to be provided and curing etc. complete (by weighbacthing and mix design for M-150only.(excluding the cost of reinforcement). |
| 20 | For RCC M-250 grade Roof Slab & Walkway |
| 21 | Providing RCC M 200 with nominal mixin columns with approved quality of sone chips 20mm to 6mm size graded and clean coarse sand ofF.M 2.5 to 3 including screaning, suttering mixing cement concrete in mixer and placing inposition, vibraction,striking,curing(butexcludingthecostof reinforcement) taxes and royalty all complete job as per specification and direction. |
| 22 | RCC Column upto Roof Level |
| 23 | ProvidingRCC M-250with nominalmixin bandatlintellevelwithapprovedqualityofsone chips20mm to 6mm size gradedand cleancoarse sandofF.M2.5to3includingscreaning,suttering mixingcementconcreteinmixerandplacingin position,vibraction,striking,curing(butexcludingthe cost of reinforcement) taxes and royalty all complete job as per specification and direction E/I |
| 24 | Band at lintel level, for roof level & for RS Joist. |
| 25 | Providing RCC M 250 with nominal mix (1:1.5:3) in roof slab of all types with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of FM,2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position ,vibrating, striking, curing (but excluding the cost of reinforcement) taxes and royalty all complete as per building specificationand direction of E/I. |
| 26 | PumpHouseRoof |
| 27 | Providing 63 mm average thick RCC M-150 with nominal mix of (1:2:4) in chhajja with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of FM 2.5 to 3 ncluding ,taking drip course in concrete screening ,centering ,shuttering ,mixing cement concrete in mixer and placing in position, vibrating,striking,6 mm thick cement plaster(1:4) in ceiling and sides of chhajja with sand ofFM 1.5,curing (but excluding the cost of reinforcement) taxes and royalty all complete asper building specification and direction of E/I. |
| 28 | Over windows & doors |
| 29 | Providing TMT reinforcement (TOR steel) 12 mmas per approveddesigndrawing , removalo frust cutting , bending, bindingincluding supplying annealed wire placing MS rods in position all complete job asper specificationanddirection of E/I. |
| 30 | Providingdesignation75 A brick work in CM 1:6 in Superstructure with approved quality ofclean coarse sand of FM2 to2.5 includingproviding 10 mm thick mortar joints,cost of screening of materials, scaffolding, racking out joints to 15 mm depth curing, taxes and royalty allcomplete as per building specification and direction of E/I |
| 31 | Supplyingfitting and fixingfull glazed steel Supplying fitting and fixing fully glazed steel door windowor ventilators standard rolled Z andmullion sectionandsizes as per I.S.-1038 joints met and weldedwith100 x16 x3 mm MSlugsfixedincement concrete (1:2:4) blocks 15 x10 x 10 cm size including cost of oxidized iron fitting with hinges, handle per steps, catch springs 3mmv thickplainglass panes with Aluminium beads and inner frame fixed with lugs of 20 mmlong 6.3mm G.I. counter sunk machine screw andnutsandapplyingacoatof redleadpaint, carriage towork site hoistingand placing in position in all storey and taxesall complete as per building specification and direction of E/I. |
| 32 | Supplying fitting and fixing collapsible gate of approved size and make properly fabricated with vertical double channels 20x10x2 mm at 100 mm .Centers and braced with M.S. flat diagonals 20x3mm with top &Bottom rails of T-iron 40x40x6 mm with 38 mm dia steel pulleys complete with bolts,nuts locking arrangement stoppers handles including applying a priming coat of red lead paint,carriage hoisting and taxes all complete as per building specification and direction of E/I. |
| 33 | Providing12 mm thickcement plaster (1:6) for inside & cut safe surface of p/H with clean coarsesand ofP M 15 including screening, curing with all leads and lifts ofwaterscaffolding taxes and royaltyall complete asper buildingspecification and direction of E/I. |
| 34 | Providing 12 mm water proof cement plaster (1:3) with clean coarse sand of FM 1.5 including screening, curing with all leads & lifts of water, scaffolding taxes & royalty all complete as per building specification and direction of E/I.(for exterior surface) |
| 35 | Providing 6 mm thick cement plaster (1:4) in ceiling with clean coarse sand of FM 1.5 including screening ,curing with all leads and lift of water ,scaffolding taxes and royalty all complete as per building specification and direction of E/I. |
| 36 | Providing two coat of snowcem of approvedshade andmake overacoat of cementofprimer on newsurfaceincluding preparingthe plasterded surface smoothwith sand paper,scaffolding, curingand taxesallcomplete as per building specification and direction of E/I |
| 37 | Providing two coat of painting with ready mixed paint of approved shade and make oversteelsurface including cleaning the surface thoroughly scaffolding and taxes all complete as per building specification and direction of E/I. |
| 38 | Providing R.S.Joist ISMB 350X140 mm size fitting and fixing in position including cutting to required in shape and size, its carriage applying a primer coat of redlead paint etc all complete as per building specification and direction of E/I. |
| 39 | Two Nos. for Base of pump i.e. ground floor |
| 40 | One nos. below roof i.e. first floor |
| 41 | Providingan fixing G.I piperaillinghaving 1.0 m height consisting 50 x 50x 6 mm thick M.S angles as vertical at 1.5 m c/c and additional post at every corner with 3 rows of 25mm dia G.I pipe of medium class variety as horizontaland painting 3 coat of oil paint over one coat of anticorrsive paint of approved colour and shade includingcost of all labour transporting bents to curved shape etc. complete |
| 42 | Providing and fixing MS sluice gates in position as per dtailed drawing and specification including cost of all materials, labour, operating pedestal, connecting rod, painting with three coats of anti-corrosive paint, etc. complete as directed by Engineer-in-charge. |
| 43 | Providing and fixing in position C.I./M.S. rose pieces in Intake well including cost of all materials and labour, Painting with three coats of anti-corrosive all paints, etc complete as directed by Engineer-in-charge |
| 44 | Supplying materials and labour for fixing 20m dia M.S.bar steps in stening wall of 0.30 m intrenal and staggered in (1:2:4) cement concrete including scaffolding and curing etc.all complete as per specifiction and Direction of E/I. |
| 45 | Carriage of construction materials to work site including loading, unloading & stacking etc. all complete. |
| 46 | Cement10KM lead |
| 47 | Steel10KM lead |
| 48 | Sand36KM lead |
| 49 | Bricks6KM lead |
| 50 | Stone/Stone Chips11KM lead |
| 51 | RCC Gangway (Length = 70 M) |
| 52 | Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authority Construction of Gang Way 70 M long and 3.0 M wide etc. all complete job. |
| 53 | Earthworkinexcavationof foundationtrenches of toe wall Spillway head regulator , outlet ,intake well etc. as pera designed section inallkinds of soil, including moorum soil, soil mixed with kankar, pebbles and boulders up to 300 mm size and disposal of the same (beyond 50 M away from the edge of the trenches) with in initiallead of 150 Malllifts of 1.5 M as per specification anddirectionof E/I. |
| 54 | Initial lift |
| 55 | 1st lift |
| 56 | Earthwork in excavation of foundationtrenchesof toe wall, spillway,head regulator,outlet,intake well etc. as per designed section in ordinaryrock or soft Rock (vide classification of soil item-C) withdisposal ofsoil (beyond 50m from the edge of the trenches) with initiol lead of 1.5m as per specification and direction of E/I. (soft rock where blasting as required and approved by the concerned Chief Engineer. |
| 57 | Earthwork in excavation of foundationtrenches of toe wall,spillway,head regulator,outlet,intake well etc. as per designed section in Hard rockwhere blasting is needed and stacking properly in approved stack size in approved stack yard (beyond 50m from the edge of the trenches in the country side ) with initial lead of 150 m & initial lift of 1.5 m as peras per specification and direction of E/I. (Excavated Hard rock should not be more than 150 lb) |
| 58 | Providing P.C.C.M-150 in nominal mix of (1:2:4) in foundation withapprovedqualityofstonechips20mmto6mmsize gradedandcleancoarsesandofF.M.2.5to3including screening,shuttering,mixingcementconcreteinmixerand placing in position, vibrating,striking,curingtaxes androyalty all complete as per building specification and direction of E/I. |
| 59 | ProvidingandlayinginsituCementconcreteof trap/granite/quartzite/gneiss metal for RCC work in foundation like raft, grillage, strip foundation and footing of RCC columns andsteelstanchionsincludingnormaldewatering, plywood formwork,bully/steelpropups,compaction,finishingand curing, etc, complete. (By weigh batching and mix design for M-250 and M-300 only. (excluding M.S. or Tor In RCC M-300). |
| 60 | Raft Foundation |
| 61 | ProvidingandcastinginsituCementconcreteof trap/granite/quartzite/gneissmetalforRCCworkasper detaileddrawinganddesignsorasdirectedbyEngineerin Chargeincludingnormaldewatering,plywoodformwork, bully/steelpropups,compaction,finishingandcuring,etc, complete. (By weigh batching and mix design for M-250 and M-300only.(excludingM.S.orTorInRCCM-300) |
| 62 | For Columns |
| 63 | ProvidingandcastinginsituCementconcreteof trap/granite/quartzite/gneissmetalforRCCworkasper detaileddrawinganddesignsorasdirectedbyEngineerin Chargeincludingnormaldewatering,plywoodformwork, bully/steelpropups,compaction,finishingandcuring,etc, complete. (By weigh batching and mix design for M-250 and M-300only.(excludingM.S.orTorInRCCM-300)For Bracings |
| 64 | Providing and castingin situ Cement concrete of trap/granite/quartzite/ gneiss metal for RCC work as per detailed drawing and designs or as directed by Engineer in Charge including normal dewatering, "plywood form work, bully/steel propups, compaction , finishing and curing, etc, complete. (By weigh batching and mix design for M-250(excluding M.S. or Tor In RCC M-250) |
| 65 | In Gangway floor beam |
| 66 | Providingand costing in situ cementconcrete of trap/ granite/quartzite/gness metal of approved quilty for R.C.C work as per detailed drawing and designs or as directed by Engineer-in-Charge including narmol dewatering, sentering plywood,formwork bully/steel prop-ups, compaction finishing the formed surface with 1:3 sufficeint minimoum thickness if special finish is to be provided and curing etc. complete (by weighbacthing and mix design for M-250only . (excluding the cost of reinforcement. |
| 67 | For RCC M-250 Grade Gangway slab |
| 68 | Providing TOR steel reinforcement of 10 mm, 12 mm and 16mm dia. bar as per approved design and drawing excluding carraige of MS bars to work site, cutting, bending and binding with annealed wire with cost of wire, removal of rust, placing the rods in position all complete job as per specification and direction of E/I |
| 69 | Providing12 mmthickcement plaster(1:4)withapproved qualityofsandofrequisite F.M.1.5washed and screened including curi n g , scaffoldingwhereverrequired and its removal royalty and all taxes etc. complete job as per specification & direction Of E/I. |
| 70 | Providing6 mmthickcement plaster(1:4)withapproved qualityofsandofrequisite F.M.1.5washed and screened including curi n g , scaffoldingwhereverrequired and its removal royalty and all taxes etc. complete job as per specification & direction Of E/I. |
| 71 | Providing &Fixing G.I Pipe Railling having 1.0 m height consisting 50 x 50 x 6 mm thick M.S Angles as verticals at 1.5M c/c , and additional posts atevery corner with 3 rowsof 25 mmdiaG.I. pipes of medium class variety as horizontal& painting 3 coatsofoilpaintover 1 coatof anticorrosive paint of approved colour& shadeincluding cost of all labour,transporting bends to curved shape, etc. complete. |
| 72 | Providing two coat of snowcem ofapprovedshadeandmake over a coat of cement primer onnew surface including preparing plastered surfacethesmoothwithsand paper, scaffolding,curingand taxes all completeas per buildingspecificationand direction of E/I. |
| 73 | Carriage of construction materials to work site including loading, unloading & stacking etc. all complete. |
| 74 | Cement10KM lead |
| 75 | Steel10KM lead |
| 76 | Sand36KM lead |
| 77 | Stone/Stone Chips11KM lead |
| 78 | COFFER DAM |
| 79 | Providing, constructing coffer dam in river basin/dam storages as per type design including excavation,fillingthe middle portion with B.C.soil (in gunny bags if required).Providing impervious / semimperviousmaterialson bothsideofB.C.soil(in gunny bags if required) including ramming, compacting to satisfaction of Engineer-in-charge,till the completion of work including dismantling coffer dam after completionofworksand disposing offmaterialas directed by the Engineer-in-charge. |
| 80 | For Gangway |
| 81 | For Intake Well |
| 82 | Dewatering the excavated trenches and pools of water in the building trinches/pipe line trenches , wellworksbyusingpumpsandotherdevicesincludingdisposingoffwatertosafedistanceas directed by Engineer- in -charge (including cost of machinery , labour fuel, etc. complete) |
| 83 | For Gangway |
| 84 | For Intake Well |
| 85 | Mechanical & Electrical Work at Intake well |
| 86 | Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authority and Rawwater pumping Machinery with all complete job. |
| 87 | Supply, installation, testing and commissioning of Vertical turbine pumpsets with allied equipment as under - |
| 88 | Supplying , erecting and commissioning of Vertical turbine pump sets (make: Kirloskar /WPIL/ Mather & Platt) as per IS 1710, capable of discharging 5000 LPM against a head of 45 m, consisting of bowl assemblies, bronze impellers, column assembly, stainless steel pump shaft, line shaft, etc. with all accessories coupled with energy efficient (IE3) squirrel cage induction motor confirming to IS:325 and IS:12615, having 10% more BHP than that of pump, operating on 1500rpm, 415V, 3 PH, 50 HZ [make: Kirloskar / ABB/ Marathon/ CGL] all complete with required size of sluice valve and non- return valve, standard fitting, strainers, foot valve, reducer, pressure gauge, MS delivery & Suction pipe, common header, nuts & bolts, packings, fitting & fixing, labour & technician, etc. all complete job as per site requirement and direction of E/I.(Note:-Contractor will have to check the design of pump & motor and get it approved by the Department) |
| 89 | Therefore(1W + 1S) Pumps Have been taken (Discharge-5000 LPM,Head- 72 M 110 HP.) |
| 90 | Main Power Distribution Panel cum MCP for Raw Water to be installed at Intake Well Pump House:- Floor mounted cubical LT Motor Control Panel board fabricated with MS sheet of suitable gage and size, dust and vermin proof and painted consisting of proper power distribution 4 pole 160A copper busbar, 1 no. incoming feeder of 160A MCCB, 4 nos. outgoing feeder of 100A for pumps sets,1 no. 100A MCCB outgoing Spare feeder, 2 no. 32A MCB feeder for lighting and utility, 2 unsuitable Fully automatic star delta starter suitable for above H.P. , switch disconnected isolator (TPN) rated (160A-415V), selector switches,Volt-meters, Ampere-meters, indicator lamps etc. All complete with internal wiring, protection units/relays and capacitor banks of proper KVAR for Power Factor control, etc. all complete as per site requirement, Instruction of E/I. and IE rules. |
| 91 | Supplying and erecting, commissioning electronic soft start starter of three system to operate on 380/440 Volt, 3 Phase, 50 Hz consisting of..(conforming IEC 60947 & IS 13947)1) Main contractor AC - 3 Duty and 1.5 times of full load urrent rating .2) Suitable Thyristors3) Ammeter with selector switch and Cts.4) Motor protection relay with protection CTs for protection against, a)Single Phasing (Current sensing) b)Under Voltage and over Voltage c) phase reversal d) Over current relay having IDMT Characteristics. |
| 92 | Power wiring with required 65 Sq mm 3.5 core 1.1KV grade armoured Aluminum Cables,XLPE/PVC insulated armoured cablefromTransformer to MCP at Raw Water Pump House. Laying, jointing and making proper terminations,etc. all complete. |
| 93 | Power wiring with required 40 Sq mm 3 core 1.1KV grade armoured Copper cables, XLPE/PVC insulated armoured cable from Power distribution Panel (MCP) to Motors, including laying on wall or on floor as where required, jointing and making proper terminations, etc. all complete. |
| 94 | Servo Controlled Automatic Voltage Stabilizer: Supplying, installation, testing & commissioning of 200 KVA Servo Controlled Automatic Voltage stabiliser suitable for out put voltage of 415 Volt +/-1%,3 Ph, 50 Hz, with copper wound transformer (oil cooled). The stabilizer should be constructed in cubical box, with bidirectional wheels for easy handling, necessary monitors and user"s controls on front panel such as indication, alarm, volt meter and selector switch for measuring input and out put voltage, Auto/Manual selector switch, Raise/Low push buttons etc. Protections and indications shall be incorporated with Over Voltage / Under Voltage, Single Phasing & Cut off contactor with electronic output sensing unit, including T-oil, change over switch, etc. all complete. |
| 95 | Earthing with copper earth plate including accessories and providing masanory enclosure with cover plate having locking arrangement and watering pipe of 2.7 m long etc. with charcoal / coke and salt, with connection with suitable strip/wire as required conforming IS:3043. |
| 96 | Providing, erecting triple spur gear type Chain Pulley Block suitable for 3 Tonne 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 with travelling trolley. |
| 97 | Supplying, installation & commissioning of internal and external lighting |
| 98 | Supplying, installation & commissioning of lightening arrestor for pump house, fire fighting sytem(2 Nos), first aid (2 Nos), rubber matting (2 Nos) for electrical equipments etcfor Pump house. |
| 99 | Raw Water Rising main. |
| 100 | Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authority and Laying of Clear water Rising Main. |
| 101 | Providing and Supplying ISI mark centrifugally cast (spun) ductile iron pressure pipe for water works with socket and spigot ends confirming to IS 8329/2000 in standard lengths of class K-9 suitable for push-on-joint (Rubber gasket D jointing) with cement mortar lining inside the pipes with outside zinc and bituminous coating including transportation, taxes & duties contractor profit insurance carriage to work site with loading unloading etc. stacking including inspection charges and all taxes all complete. (including cost of one no. gasket for each pipe) |
| 102 | DI K-9,Dia 350 mm |
| 103 | Supplying Labours Tools and Tackles for Testing of Lead CI or UPVC or HDPE or AC or DI pressure Pipe upto 60 m head of water all complete as per specification direction EI (Water to be supplied free of cost departmentally) |
| 104 | DI K-9,Dia 350 mm |
| 105 | ProvidingandsupplyinglSIstandardD.I.specials& fittingwithsealingrubbergasketofS.B.R.complete withcastironfollowerglandandM.S.nut&bolts coated or otherwise protected from rusting and suitable for 0.1. pipes including cost of all labours and materials and transportation to stores 1 site, loading, unloading including all taxes,etc . complete as per I.S. 9523 |
| 106 | Providing Double Flanged Sluice valve confirming to IS 2906/14846 including worn gear arrangements as per test pressure stainless steel spindle, caps including all taxes transportation etc. complete. (without by pass arrangement PN 1.6) |
| 107 | Scour Valve-Dia 350 mm |
| 108 | Providingandsupplyingair valvesasperIS-14845-2000 andM J P"s Standard specificationsof approved make and quality of following diameters including all taxes (central and local ) , railway friegth, insurancethird party inspection charges loading unloading transportation up to departmental store/site etc.complete . |
| 109 | (Double Ball Flanged Type Air Valve P.N 1.6 Dia-80 mm) |
| 110 | Earth work in excavation (As per IS. 3114/1965) for laying of different types and sizes of pipes so as to give one meter average cover over the socket of pipe with disposal of excavated earth within initial lead and lift as per specification and direction of Engineer in charge |
| 111 | Earth Workin excavation of foundationtrenches asper design section inhard soil (videclassification of soilitem-C) anddisposalof excavated materialsso obtained (10 M away fromthe edge ofthe trencheswith initial lead of150M andinitial liftof1.5m asper specification anddirection ofE/I. |
| 112 | Supplyinglabours,tools,tackles,lubricantetcfor laying and jointing C.I.S/S Tyton pipes (class L A/DI) trenchessupplyingrubbergasket(Rubbergaskets confirmingtoI.S.S.-5382-1969)andmakinggasket jointsincludingprovidingnightguard,barrierand red light to safe guard against accident ,all completeas per (I.S.S.3114-1985) as per design, specification and direction of E/I. |
| 113 | DI K-9,Dia 350 mm |
| 114 | Lowering,layingandfixingin properalignment andposition all types of C.I. air valves as directedbyEngineer –in–charge including cost of conveyancefromstoreto site ofwork,costofallmaterialand givingsatisfactoryhydraulic testingetc.complete.(forall class of valves). |
| 115 | 80 mm Dia |
| 116 | Supplyng labour and tools for fixing sluice valve in trenches with a pair of C.I Tail pieces incluidng making lead caulked joints and flenged joints as per I.S specification, including supplying all jointing materials (Pig lead confirming to I.S.S 782-1978, yarn confirming to I.S.S 6587-1972 and nuts and volts confirming to I.S.S 1364-1983) including drillig holes in flanges if required as per specification and direction of E/I. |
| 117 | Sluice Valve PN 1.6-350 mm Dia |
| 118 | Earth work in backfilling the trenches after lying of different types and sizes of pipes with earth removed during excavated within initial lead and lifts as per specification and direction of Engineer in charge. |
| 119 | Construction of B.W. masonary valve chamber of size (1.50X1.20X1.50)m size |
| 120 | Supply all materials & construction of Thrust Block where required |
| 121 | 350 MM |
| 122 | Mechanical & Electrical Work at WTP |
| 123 | Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authority and Rawwater pumping Machinery with all complete job. |
| 124 | Supply, installation, testing and commissioning of Vertical turbine pumpsets with allied equipment as under - |
| 125 | Providing , erecting and commissioning of Multi stage/HSC Centrifugal pump (make: Kirloskar / WPIL/ Mather & Platt) as per IS:5120, capable for discharging -2940 LPM against a head of 101 m , consisting of bronze impellers, stainless steel pump shaft, etc. with all accessoriescoupled with energy efficient (IE3) TEFC squirrel cage induction motor confirming to IS:325 and IS:12615, having 10% more BHP than that of pump, operating on 1500rpm, 415V, 3 PH, 50 HZ[make: Kirloskar /ABB/ CGL/ Marathon] all complete withrequired size of sluice valve and non- return valve standard fitting, strainers, reducer, foot valve, pressure gauge, MS delivery & Suction pipe, common header, nuts & bolts, packings, fitting & fixing, labour & technician, etc. all complete job as per site requirement and direction of E/I.(Note:-Contractor will have to check the design of pump & motor and get it approved by the Department) |
| 126 | Therefore (1W + 1S) Pumps Have been taken (Discharge-2940 LPM,Head- 101 M 100 HP.) |
| 127 | Main Power Distribution Panel cum MCP for Clear Water to be installed at WTP:- Floor mounted cubical LT Motor Control Panel board fabricated with MS sheet of suitable guage and size ,dust and vermin proof and painted consisting of proper power distribution 4 pole 200A copper busbar, 1 no. incoming feeder of 200A ACB, 4 nos. 160 A MCCB for outgoing feeder of clear water pump sets (with spare feeder), 2 nos. 160 A & 63 A MCCB for WTP. & other Utilities, 2 nos. 32 A MCB for lighting feeder, switch disconnected isolator (TPN), selector switches, Volt-meters, Ampere-meters, indicator lamps etc. all complete with internal wiring, protection units/relays and capacitor banks of proper KVAR for Power Factor .improvement for pump sets and other equipments, etc. all complete as per site requirement, Instruction of E/I. and IE rules. |
| 128 | Providing erecting and comissioning of assembled fully automatic star delta starter in a provided cubical pannel to operate squirrel cage induction motor working on 380-440 Volt, 3 Phase, 50 Hz with no volt coil, over load relay and ONN/OFF push buttons, with necessary material and connected to supply ec complete. |
| 129 | Power wiring with required 300 Sq mm 3.5 core 1.1KV grade armoured Aluminum Cables,XLPE/PVC insulated armoured cablefromTransformer to MCP at Clear Water Pump House. Laying, jointing and making proper terminations,etc. all complete. |
| 130 | Power wiring with required size of 3 core 1.1KV grade armoured Copper cables, XLPE/PVC insulated armoured cable from Power distribution Panel (MCP) to Motors at clear Water Pump House, including laying on wall or on floor as where required, jointing and making proper terminations, etc. all complete. |
| 131 | Servo Controlled Automatic Voltage Stabilizer: Supplying, installation, testing & commissioning of 200 KVA Servo Controlled Automatic Voltage stabiliser suitable for out put voltage of 415 Volt +/-1%,3 Ph, 50 Hz, with copper wound transformer (oil cooled). The stabilizer should be constructed in cubical box, with bidirectional wheels for easy handling, necessary monitors and user"s controls on front panel such as indication, alarm, volt meter and selector switch for measuring input and out put voltage, Auto/Manual selector switch, Raise/Low push buttons etc. Protections and indications shall be incorporated with Over Voltage / Under Voltage, Single Phasing & Cut off contactor with electronic output sensing unit, including T-oil, change over switch, etc. all complete. |
| 132 | Earthing with copper earth plate including accessories and providing masanory enclosure with cover plate having locking arrangement and watering pipe of 2.7 m long etc. with charcoal / coke and salt, with connection with suitable strip/wire as required conforming IS:3043. |
| 133 | Supplying, installation & commissioning of lightening arrestor for pump house, fire fighting sytem(2 Nos), first aid (2 Nos), rubber matting (2 Nos) for electrical equipments etcfor Pump house. |
| 134 | Providing, erecting triple spur gear type Chain Pulley Block suitable for 3 Tonne 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 with travelling trolley. |
| 135 | Construction of 7.20 MLD Coventional WTP |
| 136 | Designing (asthetically) providing, constructing and commissioning conventional water treatment plant consisting of all Civil, Mechanical and Electrical works including cost of providing and applying Epoxy paint to inside surface of water retaining structures in contact with chlorine and providing antitermite treatment to entire structure below ground level, Mechanical and Electrical components of various sub works as given below, including necessary hydraulic testing, structural testing, equipment testing and trail run for 3 months etc. compete as directed by Engineer-in-Charge. (Turn-Key Job). |
| 137 | Aeration Fountain Plan area not less than 0.625 square meter per MLD |
| 138 | Ventury Flume With necessary devices, consisting of simple mechanical indicator. (Pedastal type gauge) |
| 139 | Flash mixer Rapid mixing device, detention time 60 seconds to give velocity gradient 300 to 400 sec-1vane mixer type conferming to I.S. 7090 of 1985 |
| 140 | FlocculatorConfirming to I.S. 7208 of 1974 (type C) with detention period of 30 minutes. |
| 141 | Clarifier Horizontal flow cicular tank, detention period 2-5 hours , overflow rate 30 cubic meter per day ( to be specified) , Weirloading not more than 300 cubic meter per meter per day , with mechanical sludge scaper confirming to I.S. 10313 1982 with necessary inlet arrangements |
| 142 | Rapid Sand Filters and Filter House Filter designed for filtration rate of 5.000 litres per square metre per hour, minimum 2 beds for plant upto 10 MLD, for larger plants as specified,filters to be located in filter house with roof slab,pipe gallery and platform minimum 5.5 metre in width with constsnt rate filtration or declining rate filtration |
| 143 | a. Filter Sand Effective size 0.45 to 0.70 mm, uniformity coefficient not more than 1.7 nor less than 1.3m depth of water over sand 0.75 m, free board 50 cm, gravel 0.45m in depth, sand and gravel confirming to I.S. 8491(I) - 77, backwash by airwash, standard appurtenances( to be specified), rate of flow controller, filter gauge, sand expansion gauge, etc. |
| 144 | b. Wash Water Tank Capacity to be specified and suitable to supply water to wash specified number of filter beds at a time 12 min @ 600 lit/sqm/min. under a head of 12 m at under a drain |
| 145 | c. Wash Water Pumps Capacity to fill water tank in 1 hour with 100% standby. |
| 146 | d. Air Blowers Capable of delivering 600 LMP per square metre of free air, of filter area at 0.4 kg/square cm at the underdrains (100% standby) for period of 5 min |
| 147 | Chemical House in Two Storeys |
| 148 | a.Ground Floor to accommodate 7 days alum requirement and sundry storage. |
| 149 | b. First Floor to accommodate alum and lime tanks, chain pulley block etc. |
| 150 | c. Solution tanksMinimum 3 tanks (one for preparation, second for dosing and third as standby), each tank capable of giving 8 hours maximum dose without interruption, minimum free board 0.30 M, trays for dissolving, level indicator, mechanical agitation devices, solution feed and drain lines, solution feed device ( constant head device, strength of solution upto 10% only) confirming to I.S. 9222 part-I 1979. |
| 151 | Pure Water Sump and Pump House. |
| 152 | a. Capacity of sump One hour of designed flow. b. Pump House Pump House of required size overthe sump or by the side. |
| 153 | Store House Suitable for alum storage of three months and 7 days temporary storage,7 days TCLrequirement in monsoon with 20% extra capacity for other sundry articles. |
| 154 | Vaccum feed type chlorinator -make to be approved. By MJP a. Confirming to I.S. 10533 - A Part -II 1983. b. Chlorinator equipment and container room to confirm to I.S. 10553 Part - I 1983. c.100% standby shall be provided. |
| 155 | By pass arrangements - C.I. Or M.S. pipes.i) By passing all units of T.P. (ii) By passing flash mixer, clariflocculator. (iii) by passing flash mixer,clariflocculator and filter units. |
| 156 | Disposal of waste from WTP; Safe disposal arrangement to nearby naala including cost of pipe |
| 157 | For WTP capacity 30 mld and more additional arrangement for backwash water recycle shall be provided, including sump, pumping machinary, rising main etc. complete |
| 158 | Drainage arrangements To decent all units of WTPwith CI pipes upto boundary of each unit and further extension with RCC pipes to nearby nalla. |
| 159 | Electrical installation Both internal and external including entire plant area. |
| 160 | Laboratory equipment as per requirement (tospecified during tendering). |
| 161 | Sanitary blocks Carpet area-15 square metre minimum upto 25 mld and 25 squre metre above 25 mld |
| 162 | Administrative block and internal road To accommodate office room. Chlorine room laboratory room,panel board room, blower room etc. and WBM road to connect all units from main gate of plot. |
| 163 | Rates given below are inclusive of uplift pressure if any and dewatering during entire work. |
| 164 | Disposal of waste from WTP; safe disposal arrangement to nearby nalla including cost of pipes. |
| 165 | For WTP of capacity 30 mld and more and additional arranangement for backwash water recycle shall be provided,including sump,pumping machinery, rising main etc. complete. |
| 166 | All pipes conduits channel with 22% overloading. |
| 167 | These rates are applicable for seimic zones-2,3 and 4. |
| 168 | All RCC structures shall be constructedin m-300. |
| 169 | All pipes and conduits channel with 20% overloading capacity. |
| 170 | Capacity of Conventional WTP – 7.20MLD |
| 171 | Full Bore Electromagnetic Flowmeter Bulk meter 300 mm Dia as per ISO 4064 |
| 172 | Clear Water Rising main. |
| 173 | Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authority and Laying of Clear water Rising Main. |
| 174 | Providing and Supplying ISI mark centrifugally cast (spun) ductile iron pressure pipe for water works with socket and spigot ends confirming to IS 8329/2000 in standard lengths of class K-9 suitable for push-on-joint (Rubber gasket D jointing) with cement mortar lining inside the pipes with outside zinc and bituminous coating including transportation, taxes & duties contractor profit insurance carriage to work site with loading unloading etc. stacking including inspection charges and all taxes all complete. (including cost of one no. gasket for each pipe) |
| 175 | DI K-9,Dia 150 mm |
| 176 | DI K-9,Dia 200 mm |
| 177 | DI K-9,Dia 250 mm |
| 178 | DI K-9,Dia 300 mm |
| 179 | DI K-9,Dia 350 mm |
| 180 | Supplying labour tools and tackles for testing of Laid CI or UPVC or HDPE or AC or DI pressure pipe up to 60 mm meter head of water all complete as per specification and direction of engeneer- in- charge. |
| 181 | DI K-9,Dia 150 mm |
| 182 | DI K-9,Dia 200 mm |
| 183 | DI K-9,Dia 250 mm |
| 184 | DI K-9,Dia 300 mm |
| 185 | DI K-9,Dia 350 mm |
| 186 | ProvidingandsupplyinglSIstandardD.I.specials& fittingwithsealingrubbergasketofS.B.R.complete withcastironfollowerglandandM.S.nut&bolts coated or otherwise protected from rusting and suitable for 0.1. pipes including cost of all labours and materials and transportation to stores 1 site, loading, unloading including all taxes,etc . complete as per I.S. 9523 |
| 187 | Providing Double Flanged Sluice valve confirming to IS 2906/14846 including worn gear arrangements as per test pressure stainless steel spindle, caps including all taxes transportation etc. complete. (without by pass arrangement PN 1.6) |
| 188 | Sluice Valve-Dia 150 mm |
| 189 | Sluice Valve-Dia 200 mm |
| 190 | Sluice Valve-Dia 250 mm |
| 191 | Sluice Valve-Dia 300 mm |
| 192 | Sluice Valve-Dia 350 mm |
| 193 | Providingandsupplyingair valvesasperIS-14845-2000 andM J P"s Standard specificationsof approved make and quality of following diameters including all taxes (central and local ) , railway friegth, insurancethird party inspection charges loading unloading transportation up to departmental store/site etc.complete . |
| 194 | (Double Ball Flanged Type Air Valve P.N 1.6 Dia-80 mm) |
| 195 | (Double Ball Flanged Type Air Valve P.N 1.6 Dia-50 mm) |
| 196 | Earth work in excavation (As per IS. 3114/1965) for laying of different types and sizes of pipes so as to give one meter average cover over the socket of pipe with disposal of excavated earth within initial lead and lift as per specification and direction of Engineer in charge |
| 197 | Earth work in excavation of foundation trenches as per design section in hard rock (where blasting is not required and disposal of excavated materials so obtained (50 m away from the edge of the trenches ) with initial lead of 10 m and initial lift of 1.5 m as per specification amnd direction of E/I. |
| 198 | Supplyinglabours,tools,tackles,lubricantetcfor laying and jointing C.I.S/S Tyton pipes (class L A/DI) trenchessupplyingrubbergasket(Rubbergaskets confirmingtoI.S.S.-5382-1969)andmakinggasket jointsincludingprovidingnightguard,barrierand red light to safe guard against accident ,all completeas per (I.S.S.3114-1985) as per design, specification and direction of E/I. |
| 199 | DI K-9,Dia 150 mm |
| 200 | DI K-9,Dia 200 mm |
| 201 | DI K-9,Dia 250 mm |
| 202 | DI K-9,Dia 300 mm |
| 203 | DI K-9,Dia 350 mm |
| 204 | Lowering,layingandfixingin properalignment andposition all types of C.I. air valves as directedbyEngineer –in–charge including cost of conveyancefromstoreto site ofwork,costofallmaterialand givingsatisfactoryhydraulic testingetc.complete.(forall class of valves). |
| 205 | 80 mm Dia |
| 206 | 50 mm Dia |
| 207 | Supplyng labour and tools for fixing sluice valve in trenches with a pair of C.I Tail pieces incluidng making lead caulked joints and flenged joints as per I.S specification, including supplying all jointing materials (Pig lead confirming to I.S.S 782-1978, yarn confirming to I.S.S 6587-1972 and nuts and volts confirming to I.S.S 1364-1983) including drillig holes in flanges if required as per specification and direction of E/I. PN 1.6 |
| 208 | Sluice Valve-Dia 150 mm |
| 209 | Sluice Valve-Dia 200 mm |
| 210 | Sluice Valve-Dia 250 mm |
| 211 | Sluice Valve-Dia 300 mm |
| 212 | Sluice Valve-Dia 350 mm |
| 213 | Earth work in backfilling the trenches after lying of different types and sizes of pipes with earth removed during excavated within initial lead and lifts as per specification and direction of Engineer in charge. |
| 214 | Construction of B.W. masonary valve chamber of size (1.50X1.20X1.50)m size |
| 215 | Construction of B.W. masonary valve chamber of size (1.20X0.90X1.50)m size |
| 216 | Supply all materials & construction ofThrust Block where required |
| 217 | 250 MM to 350 MM |
| 218 | 150 MM to 200 MM |
| 219 | Elevated Service Reservoir (ESR) |
| 220 | Designing (aesthetically) and constructing RCC Elevated Service Reservoir of following capacity with RCC staging consisting of columns, internal and external bracing spaced vertically not more than 4.0 m centre to centre of ESR having capacity above 500 M³ & not more than 6 m c/c of E.S.R. having capacity 500 M³ including excavation in all types of strata, foundation concrete, cement plaster with water proofing compound to the inside face of the container including refilling disposing of the surplus stuff within a lead of 50 m, all labour and material charges including lowering, laying, erecting hoisting and jointing of pipe assembly of inlet, outlet, washout, overflow and bypass arrangements as per departmental design providing and fixing accessories such as M.S. ladder, C.I. manhole frame and covers water level indicators, lightning conductor, G.I. pipe railing around walk way and top slab, providing spiral staircase from ground level to roof level, M.S. grill gate of 2 m height with locking arrangement of approved design B.B. masonary cambers for all valves, ventilating shafts providing and applying three coats of cement paint to the structure including roof slab an depoxy paint to internal surface and anti-termite treatnment for underground parts of the structure and giving satisfactory water tightness test as per IS Code. The job to include painting the name of the scheme and other details on the reservior as per the direction of E/I charge |
| 221 | The design of the structure be in accordance with relevant (I.S. 3370-2009 or revised) |
| 222 | The design shall satisfy the stipulation as per IS 1893-1984 and I.S. 13920/1993 for seismic force and I.S. 11682-1985 for R.C.C. staging of overhead tanks. |
| 223 | For design having more than 6 columns, providing of internal bracing is obligatory, external bracing is also obligatory. |
| 224 | The entire structure shall be in M-250 mix only. However concrete in contact with water such as container, base slab, wall, roof slab & footing in water borne area shall be M-300. |
| 225 | Plain around mild steel bars grade I confirming to IS 432 part - I or high yield strength deformed bars confirming to IS 1786 or IS 1139 shall be used, grade II mild steel bars will not be allowed. |
| 226 | Irrespective of the type of foundation proposed in the design, one set of bracing be provided at the ground level. |
| 227 | These rates are include providing, M.S. ladder for E.S.R.s upto 2 lakhs capacity and providing spiral staircase for ESR above 2 Lakh litres capacity. |
| 228 | Staging shall be designed with stresses of M-200 for ESR. However all RCC construction should be done in M-250 extra concrete in contact with water shall be design and constructed in M-300. |
| 229 | These rates are including the cost of uplift pressure if any and entire dewatering during and execution. In case of water logging area where water is stuck at shallow depth extra provision of dewatering shall be made as per site condition. |
| 230 | All condition given in the member secretary"s circular no. MJP/TS-I/350/1668 dt 2.08.97 and MPJ/S-I/350/2127 dt 13.7.99 shall be strictly followed and additional cost, if any due to these conditions is included in the rates mentioned below. |
| 231 | RCC ESR-1 atZone - 1 Capacity 2.70 Lakh Litre Staging Height - 18.00 m |
| 232 | RCC ESR-2 atZone - 2: Capacity 3.80 Lakh Litre Staging Height - 22.00 m |
| 233 | Bulk Water Meter 250 mm Dia as per ISO 4064 |
| 234 | Bulk Water Meter 200 mm Dia as per ISO 4064 |
| 235 | Distribution System |
| 236 | Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authority and Providing all labour, materials, equipment to procure and laying of pipes for distribution main . |
| 237 | Earth work in excavation (As per IS. 3114/1965) for laying of different types and sizes of pipes so as to give one meter average cover over the socket of pipe with disposal of excavated earth within initial lead and lift as per specification and direction of Engineer in charge (Classification soil item B) -70% of excavated earth. |
| 238 | Earth work in excavation of foundation trenches as per design section in hard rock (where blasting is not required and disposal of excavated materials so obtained (50 m away from the edge of the trenches ) with initial lead of 10 m and initial lift of 1.5 m as per specification amnd direction of E/I. |
| 239 | Supplyingtool cutting road as well restoring the same as per specification and direction of E/I |
| 240 | Pucca road- |
| 241 | Water Bound Macadam Road- |
| 242 | Dismentaling plain cement or lime concrete work including stacking servicable materials in countable stacks within 15 meter lead and sisposal of unservicable materials with all leads all complete as per direction of E/I. |
| 243 | Providing PCC M-150 in nominal mix of (1:2:4) in foundation with approved quality of stones chips 20 mm - 6mm size graded and clean coarse sand FM 2.5 to 3.0 including screening shuttering mixing cmenet concrete in mixer and placing in position vibrating striking curing taxes and royalty all complete as per building specification and direction of E/I. |
| 244 | Earth work in backfilling the trenches after lying of different types and sizes of pipes with earth removed during excavated within initial lead and lifts as per specification and direction of Engineer in charge. |
| 245 | Supplying centrifugally cast (spun) Ductile iron pressure pipes for water supply with socket and Spigot ends conforming toIS 8329/2000 in standard working lengths of class K-7 suitable for push-on-joint (Rubber gasket D jointing ) with cement morter lining inside surface and outside zinc coating with bituminous paint including all other taxes, insurance carriage to work site with loading unloading etc. stacking including inspection charges and all taxes all complete( including cost of rubber gasket along with each pipe .) |
| 246 | 100 mm dia pipe |
| 247 | 150 mm dia pipe |
| 248 | 200 mm dia pipe |
| 249 | 250 mm dia pipe |
| 250 | 110 mm dia (HDPE)(PE 100-PN-10) |
| 251 | ProvidingandsupplyinglSIstandardD.I.specials& fittingwithsealingrubbergasketofS.B.R.complete withcastironfollowerglandandM.S.nut&bolts coated or otherwise protected from rusting and suitable for 0.1. pipes including cost of all labours and materials and transportation to stores 1 site, loading, unloading including all taxes,etc . complete as per I.S. 9523 |
| 252 | Supplying labour tools and tackles for testing of Laid CI or UPVC or HDPE or AC or DI pressure pipe up to 60 mm meter head of water all complete as per specification and direction of engeneer- in- charge. Water to supplied free of cost departmentally. |
| 253 | 100 mm dia pipe |
| 254 | 150 mm dia pipe |
| 255 | 200 mm dia pipe |
| 256 | 250 mm dia pipe |
| 257 | 110 mm dia (HDPE)(PE 100-PN-10) |
| 258 | Supplyinglabours,tools,tackles,lubricantetcfor laying and jointing C.I.S/S Tyton pipes (class L A/DI) trenchessupplyingrubbergasket(Rubbergaskets confirmingtoI.S.S.-5382-1969)andmakinggasket jointsincludingprovidingnightguard,barrierand red light to safe guard against accident ,all complete ( Pipetobesupplieddepartmentallyfreeofcostand laying of pipes is to be done as per (I.S.S.3114-1985) as per design, specification and direction of E/I. |
| 259 | 100 mm dia pipe |
| 260 | 150 mm dia pipe |
| 261 | 200 mm dia pipe |
| 262 | 250 mm dia pipe |
| 263 | 110 mm dia (HDPE)(PE 100-PN-10) |
| 264 | Labour charge for one cutting of HDPE/UPVC/AC Pressure pipe/cast iron/ DI pipe and specials including necessary tools and plants , chipping of filling surface finish as per specification and direction of E/I |
| 265 | 100 mm dia pipe |
| 266 | 150 mm dia pipe |
| 267 | 200 mm dia pipe |
| 268 | 250 mm dia pipe |
| 269 | 110 mm dia (HDPE)(PE 100-PN-10) |
| 270 | Providing Double Flanged Sluice valve confirming to IS 2906/14846 including worn gear arrangements as per test pressure stainless steel spindle, caps including all taxes transportation etc. complete. (without by pass arrangement PN 1) |
| 271 | 100 mm dia pipe |
| 272 | 150 mm dia pipe |
| 273 | 200 mm dia pipe |
| 274 | 250 mm dia pipe |
| 275 | 110 mm dia (HDPE)(PE 100-PN-10) |
| 276 | Providing Double Flanged Sluice valve confirming for IS 2906/14846 including worm gear arrangements as per test pressuresatainlesssteel , spindle , capsincluding all transportationetc. complete.(PN-1 without byepass arrangement.)(for scour valve). |
| 277 | 100 mm Dia |
| 278 | Supplyng labour and tools for fixing CI/DI sluice valve in trenches with a pair of C.I Tail pieces incluidng making lead caulked joints and flenged joints as per I.S specification, including supplying all jointing materials (Pig lead confirming to I.S.S 782-1978, yarn confirming to I.S.S 6587-1972 and nuts and volts confirming to I.S.S 1364-1983) including drillig holes in flanges if required as per specification and direction of E/I. |
| 279 | Sluice Valve PN 1.6-100 mm Dia |
| 280 | Sluice Valve PN 1.6-150 mm Dia |
| 281 | Sluice Valve PN 1.6-200 mm Dia |
| 282 | Sluice Valve PN 1.6-250 mm Dia |
| 283 | 110 mm dia (HDPE)(PE 100-PN-10) |
| 284 | Scour Valve 100 mm Dia |
| 285 | Construction of B.W. masonary valve chamber of size (1.20X0.90X1.50) m size |
| 286 | Staff Quarters |
| 287 | Doing Geotechnical survey, Collecting field data, designing aesthetically, getting it approved by competent authority and Provision of twin type Staff Quarter etc. all complete job. |
| 288 | E / W in excavation in foundation trenches in ordinary soil (vide classification of soil item - A ) and disposal of excavated earth obtained to a distanceupto50 M includingall lift leveling, rammingthe foundation trenches removing roots of trees, shurbs all complete as per approved design, building specification and direction of E/I. |
| 289 | Providing, coarse clean sand in filling in foundation trenches/ in plinth including ramming & watering in layers not exceeding 150mm thick with all leads, including cost of materials, labour, royalty & taxes all complete as per building specification & direction of E/I. (mode of measurement compacted volume). |
| 290 | Providing designation 75 A one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I. |
| 291 | Providing P.C.C.M -100 with nominal mix of (1:3:6) in foundation with approved quality of stone metal grade- III (50 mm to 25 mm size) clean coarse sand of F.M.2.5 to 3 including screening, shu ttering , mixing cement concrete in mixer & placing in position, vibrating, striking, curing, taxes & royalty all complete as per building specification & direction of Engineer-in-charge. |
| 292 | Providing designation 75A brick work in C.M. (1:6) in foundation & plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10 mm thick mortar joints, costs of screening, materials, scaffolding, raking out joints to 15 mm depth curing, taxes & royalty all complete as per building specification & direction of E/I. |
| 293 | Providing 25 mm thick damp proof coarse with cement concrete M-150 with nominal mix of (1:2:4) with approved quality of stone chips of 20 mm to 6 mm size graded and clean coarse sand of F.M.2.5 to 3 including screening, shuttering, mixing cement concrete in mixer with 5 %cico or any other approved water proofing compound and placing in position, striking, curing, taxes & royalty all complete as per building specification & direction of E/I. |
| 294 | Providing designation 75 A brick work in C.M. (1:6) in Superstructure with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm thick mortar joints, costofscreening, materials scaffolding, raking out joints to 15 mm depth curing, taxes & royalty all complete as per building specification & direction of E/I. |
| 295 | Providing R.C.C.M -150 with nominal mix of (1:2:4) in lintel with approvedquality of stone ships 20 mm to 6 mm size graded & clean coarse sand of F.M. 2.5 to 3 including screening, centering, shuttering, mixing cement concrete in mixer & placingin position vibrating, striking, curing (but excluding the cost of reinforcement), taxes & royalty all complete, as per building specification and direction of E/I. |
| 296 | Providing average 63 mm thick R.C.C.M-150 with nominal mix of (1:2:4) chajja with approved quality of stone chips 20mm to 6mm size graded & clean coarse sand of F.M. 2.5 to 3 including making drip course in concrete, screening, centering, shuttering& mixing cement concrete in mixer & placing in position vibrating, striking, 6 mm cement plaster (1:4) in ceiling & sides of chajja with sand of F.M. 1.5, curing (but excluding the cost of reinforcement )taxes and royalty all complete as per building specification of E/I. |
| 297 | Providing R.C.C. M-200 with nominal mix of (1:2:4) in roof slab with approved quality of stone chips 20 mm to 6 mm size Graded & clean coarse sand of FM 2.5 to 3 including screening, centering, shuttering, mixing cement concrete in mixer & placing in position, vibrating, striking, curing (but excluding the cost of reinforcement) taxes & royalty all complete as per building specification & direction of the E/I. |
| 298 | Supplying, fitting & fixing good quality, well dressed & well seasoned sal wood work in chaukhat in doors, windows, skylights, fanlights and C/W celestial windows openings, including wedge over all clamps complete including application of two coats of wood preservative of approved quality on the surface butting walls & lintels all complete as per building specification & direction of the E/I. |
| 299 | Supplying fitting and fixing 250 x 20 x 6 mm L-type M.S. Clamp properly fish tailed, including making holes and setting the same in 375 x 125 x 75 mm cement concrete block (1:2:4) with cost ofall labour and materials and taxes as per building specification and direction of E/I . |
| 300 | Supplying fitting & fixing 38mm thick good quality well dressed and well seasoned Sal wood battened shutter ledged & braced in doors and windows with oxidized iron fitting such as hinges, sliding door bolts, tower bolts, handles or rings, hooks and eyes, cleats, sand block as per schedule, taxes & royalty all complete as per building specification & direction of E/I. |
| 301 | Supplying, fitting & fixing M.S. Grill made of 20 x 6mm M.S. Flat as per approved design & drawing properly fabricated with Joints continuous fillet welded and finishedsmooth, carriage of grill to work site, hoisting as per the building specification and direction of E/I. (wherematerialsisnot supplied by the Deptt.) |
| 302 | Providing 25 mm thick precast R.C.C. M-200 with nominal mix of (1:2:4) jali with approved quality of stone chips of 6 mm nominal size and clean coarse sand of FM 2.5 to 3 with 1.6 mm thick M.S. wire as per approved design and drawing and placing the same in position true to plumb and level and properly grouted with cement mortar (1:3) including cost of curing, scaffolding and finishing all complete as per building specification and direction of E/I. |
| 303 | Providing and fixing fan hook of 16 mm dia M.S. bar 1 meter long bent to required size and shape, placed in position and fixing in R.C.C. slab/beam at thetimeofcasting allcomplete as per building specification anddirection of E/I. (where material is not supplied by Deptt.). |
| 304 | Supplying fitting and fixing M.S. grill gate with M.S. grills made of20 x 6 mm M.S. flats or 16 mm .M.S. square bars fitted on 25 x 25 x 6mm. M.S. Angle frame of size 60 x 60 x 6 m m including cost of fabrication, providing necessary locking arrangement with haskal and domny duly fixed in P.C.C. (1:2:4) blocks of required size, applying priming red lead paint over steel work, taxes all complete as per drawing specification and direction of E/I. (when steel is not supplied by the Deptt.) |
| 305 | Providing 6 mm thick cement plaster (1:4) in ceiling with clean coarse sand of F.M. 1.5 includingscreening, curing with allleads&liftsofwater, scaffolding, taxes & royalty all complete as per building specification & direction of E/I. |
| 306 | Providing 12 mm thick cement plaster(1:6)withcleancoarse sand of F.M.1.5including screening, Curing with all leads & lifts of water, scaffolding, taxesand royalty all complete as per buildingspecification& direction of E/I. |
| 307 | Providing cement 1:3 (12mm ) plaster with cement mortar (1:3) using clean coarse sandfinishing with neat punning a dado 6" (150 mm) higha side room and out side wall upto plinth level includng screening , curing with all leads & lifts of water , scaffolding , taxes and royaltyall completeas per buildingspecification & direction of E/I |
| 308 | Earth work in filling in foudation trenches & Plinth in layersnot exceeding 150 mm thick well watered ,rammed ,fully compacted & finedressed with earth obtained fromexcavation of foundationtrencheswithin a lead of 50 m & lift of 1.5 m all complete as per building specification & direction of E/I ( Mode of measurementcompacted volume) |
| 309 | Provliding average 150 mm thick dry rammed khoa beaten to 112 mm. ( compacted with water ) made of well burnt or jhama bricks includingramming properly tillcompacted thickness is achieved, curing & carriage of water with all leads, making proper slope & blending the top with cement mortar ( 1 : 10 ) all complete as per building specification & direction of E/I. |
| 310 | Providing 25 mm thick . First class patent stone flooring (1:2:4) with stone chips in two layers ,bottom layer 19 mmthick (1:2:4)with 12 mm to 6 mm size graded stone chips and top layer 6 mm thick (1:2) with 6 mm down stone chips in pannels including cost of curing , finishing the surface smooth by rubbing with carborandum stone taxes & royalty with all completeas per building specification & direction of E/I |
| 311 | Providing designation 75 A one brick on edge flooring in C.M (1:4) with top surface flush pointed in CM (1:4) approvedquality of clean coarsesand of F.M 2 to 2.5 including the cost of screening ,raking outjointsto 15 mm depth , curing taxes,royalty all complete as per building specification and direction (E/I) |
| 312 | Providingtwosnowcemofapprovedshadeandmakeovercostof cementprimerincludingcostofcleaningsurfacethoroughlyand removing the scales of smoke and mosh marks with jhama rubbing, scaffolding , washing, of floors and taxes all complete as per building specification and direction of E/I. |
| 313 | Color washing two coats over a coat of white wash over new surface with approved quality of lime in approved shade including the cost of cleaning surface thoroughly and removing the scales & mosh marks with jhama rubbing, scaffolding washing of floors and taxes all complete as per building specification and direction of E/I. |
| 314 | Providing two coats of synthetic enamel paint of approved shade and make over new wooden surface including cleaning the surface after removing dirt, scales, smokes, grease and sand papering including cost of scaffolding and taxes all complete as per building specification & direction of E/I |
| 315 | Providing primer one coat of red lead paint of approved make over new steel surface including preparing the surface after cleaning , removing rust ,dirt ,scales ,smokes and grease and cleaningthe surface thouroughly including cost of scaffolding and taxes all complete as per building specification and direction of E/I |
| 316 | Providing two coats of synthetic enamel paint of approved shade & make over steel surface including cleaning the surface thoroughly, scaffolding & taxes all complete as per building specification & direction of E/I. |
| 317 | Providing tor steel reinforcement of 8 mm dia as per approved design and drawing excluding carriage of bars to work site ,cutting, bending and binding with annealed wire with cost of wire removal of rust placing the rods in position all complete as per Specification and direction of E/I.TMT Fe 500 (Only validfor SAIL and TATA ) |
| 318 | Carriage of construction materials to work site including loading, unloading & stacking etc. all complete. |
| 319 | Cement10KM lead |
| 320 | Steel10KM lead |
| 321 | Sand36KM lead |
| 322 | Bricks6KM lead |
| 323 | Stone/Stone Chips 11KM lead |
| 324 | Water Supply Sanitation Installation (Plumbing work) |
| 325 | Supplying and laying GI pipes of approved make in trenches with red lead and yarn with socket and screw joints and cutting pipes in size and threading ends where necessary including carriage of materials up to work site etc. all complete as per specification and direction of E/I. |
| 326 | i) 25mm GI. Pipe. |
| 327 | ii) 15 mm GI. Pipe. |
| 328 | Supplying materials and labours for fixing GI Pipes with red lead paints and yarn with screwed and sockted joints on wall, celling and floor including supplying of wall hooks of pipe clamp, wooden plugs, cutting pipe to size and threading ends where necessary all complete as per specification and direction of E/I. |
| 329 | i) 15 mm GI. Pipe |
| 330 | Supplying, fitting and fixing of GM ferrule of approved make in DI/CI main including drilling and tapping CI/DI main etc. all complete as per specification and direction of E/I. |
| 331 | Supplying and fixing GI fittings of approved make all complete as per direction of E/I. |
| 332 | (a) Elbow 15 mm dia |
| 333 | (b) Tee plane 15mm dia |
| 334 | (c) Nipple 15mm dia. |
| 335 | (d) Union Socket 25mm dia |
| 336 | (e) Union Socket 15mm dia |
| 337 | (f) Brass bib cock15mm dia |
| 338 | (g) C.I stop cock 15mm dia |
| 339 | (h) C.I. stop cock 25mm dia |
| 340 | (i) Reducing Socket 25x15mm |
| 341 | (j) Tee 25x25x15mm dia |
| 342 | Supplying, fitting and fixing vitreous white glazed earthen were I W C of parry Hindustan or any other I.S.S approved make with 100 mm HCI ‘P’ trap, 15 Liters CI pull and let go flushing cistern of names or otherISS equivalent make complete with all fittings C.I. or C.C brackets, 32 mm, alkathene /PVC telescopic flush pipe about 2 mtrs. long with one brass coupling and clamps, GI chain and pull including supplying and fixing a pair of vitreous white glazed earthen were footrest to be fixed in floor, 15 mm .CI body brass spindle, stop cock of weight not less than 50 grams, 15 mm. PVC connection pipe 450 mm. long and the exposed pipe and cistern with two coats of approved paint over a coat of red oxide primer etc. all complete as per specification and direction of E/I.(510mm.long with 12.5 Liter low level PVCSystem). |
| 343 | SEPTIC TANKand SOAK PIT |
| 344 | Earth work in excavation in foundation trenches in ordinary soil (vide classification of soil item-B) and disposal of excavated earth as obtained to a distance up to 50 m including all lifts, leveling, ramming the foundation trenches, removingrootsoftrees, shrubsall complete as per approved design, building specification and direction of E/I. |
| 345 | Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials, labours, royalty and taxes all complete as per building specification and direction of E/I. |
| 346 | Providing designation 75A one Brick flat soling, joints filled with local sand including cost of watering, tax, royalty all complete as per building specification and direction of E/I. |
| 347 | Providing P.C.C M150 with nominal mix of (1:2:4) in foundation with approved stone chips 20mmto 6mm size well graded andclean course sand of FM-2.5to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, Vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of E/I. |
| 348 | Providing water proof cement plaster (1:3) with clean course sand of F.M- 1.5mm with 5% cico or any other approved water proofing compound including taxes and royalty all complete as per buildingspecification and directions of E/I. |
| 349 | (a) 19 mm thick |
| 350 | (b) 12 mm thick |
| 351 | Providing designation 75A bricks work in C.M. in foundation and plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm. thick mortar joints, cost of screening materials racking out joints to 15 mm. depth, curing taxes and royalty all complete as per building specification and direction of E/I. |
| 352 | (a) B/Win C.M (1:4) |
| 353 | (b) B/W 75-B in (1:6) for Soak pit |
| 354 | (c) Brick work in dry masonry for soak pit. |
| 355 | Providing pre cast R.C.C.M-150 with nominal mix of (1:2:4) slab of desired sizewith approved quality of stone chipsand clean coarse sand of FM 2.5 to 3 including curing, shuttering, carrying the slab manually to site and laying in position all complete (but excluding the cost of reinforcement), taxes and royalty etc. all complete as per building specification and direction of E/I. |
| 356 | Providing Tor reinforcement as per approved design and drawing excluding carriage of tor rod to work site including cutting bending and binding with annealed wire with cost of wire removal of rust placing the rods in position all complete as per Specification and direction of E/I. |
| 357 | 10 mm dia |
| 358 | Supplying fitting and fixing H.C.I. Pipe/ H.C.I. fitting of Approved make confirming to I.S.S 1729 including supplying nails and bobbins lead andyarn from making lead caulked joints including earth work or providing scaffolding as the case may be all complete as per specification and direction of E/I. |
| 359 | (a)100mm dia H.C.I. Tee. |
| 360 | (b) 100mm dia H.C.I. Band |
| 361 | (c) 50mm dia H.C.I. Cowel |
| 362 | (d) 50mm dia H.C.I. Vent pipe |
| 363 | (e) 100mm H.C.I. Pipe |
| 364 | Supplying materials and labours and fixing20mm dia M.S bar steps in wall of 0.3 m interval and staggeredin (1:2:4) cement concrete including scaffolding and curing etc. all complete as per specification and direction of E/I. |
| 365 | Supplying all materials, labours, tools and tackles and 100mm dia R.C.C hume pipe and laying jointing, testing, earth work including carriage of materials etc. all complete. |
| 366 | Supplying 50mm size brick bats and filling in soak pit including carriage and labours etc. all complete as per direction of E/I. |
| 367 | Supplying materials and labours for constructing inspection chamber of designation class 75 B bricks size 750mm deep, 600x450mm internal dimension having 250mm wall thickness in cement mortar (1:6) including 12mm cement plaster (1:4) with punning on inside and cement plaster (1:6) with 600x475 mm G.I. Cover With frame ( Weight not less than 36 Kg.) along with earth work in excavation and 80mm thick P.C.C. (1:3:6) in foundation and refilling all complete as per specification and direction of E/I |
| 368 | Carriages of materials |
| 369 | (a) Brick –6 KM lead |
| 370 | (b) Sand -36 KM lead |
| 371 | (c) Stone chips -11 KM lead |
| 372 | (d) Steel 10 KM |
| 373 | (d) Cement- 10 KM lead |
| 374 | Electrical Works |
| 375 | Point wiring in PVC conduit with modular type switch wiring for light point /fan point with 1.5sqmm F.R. PVC insulated copper conductor single core cable in surface/recessed PVC conduit with modular switch modular plate, suitable G.I. box and the point with sqmm FR PVC insulated copper conductor single core cable etc as required |
| 376 | Wiring for twin control light point with 1.5 sqmmF.R. PVC insulated copper conductor single core cable in surface/recessed PVC conduit with two way modular switch modular plate, suitable G.I. box and the point with sqmm FR PVC insulated copper conductor single core cable etc as required |
| 377 | Wiring for light /power plug point with 2 x 4 sqmm F.R. PVC insulated copper conductor single core cable in surface/recessed PVC conduit along with one no 4 sqmmFR PVC insulated copper conductor single core cable for loop earthing etc as required |
| 378 | Coppersub main wiring in PVC conduit Wiring for sub main wiring withPVC insulated copper conductor single corein surface/recessed PVC conduitas required |
| 379 | 2 x 1.5 sqmm + 1 x 1.5 sqmm earth wiring |
| 380 | 2 x 2.5 sqmm + 1 x 2.5 sqmm earth wiring |
| 381 | Supplying and fixing following way three pole and neutral sheet MCB distribution board 415 volts on surface/recessed complete with tinned copper bush bars ,neutral link, earth bar, din bar, detachable gland plate inter connection phosphatised and power painted including earthing etc as required (but with out mcb / rccb / Isolator) (4 +12 ) double door horizontal type |
| 382 | Supplying and fixing 5 amp to 32 amp, rating 240 volts, B series miniature circuit breaker of single poles in existing MCB DB complete with connecting ,testing, and commissioning etc as required |
| 383 | Earthing with G.I. earth pipe 4.5 M long 40mm diaincluding accessories and providing masonry enclosure withcopperplate having locking arrangement and watering pipe etc with charcoal ,salt all complete as per electrical rule |
| 384 | Supplying ,fitting and fixing following sizes of PVC conduct along with accessories in surface / races including cutting the wall and making good the same in case of recessed conduit as required |
| 385 | PVC con 20 mm PVC pipe |
| 386 | PVC con 25 mm PVC pipe |
| 387 | Installation commissioning and testing Ceiling Fan |
| 388 | Carriage of ceiling fan and regulator |
| 389 | Supplying ,fitting and fixing 5 amp ceiling rose on the existing junction |
| 390 | Supplying ,fitting and fixing breas batten/ angle holder including connection etc. |
| 391 | Supplying ,fitting and fixing G.I. box with modular plate and cover in front of surface or in recess including providing and fixing 3pin 5/6 amp modular type switch, connection, painting etc as required. |
| 392 | Supplying ,fitting and fixing G.I. box with modular plate and cover in front of surface or in recess including providing and fixing 6pin 5/6 amp and 15/16 amp socket outlet and 15/16 amp modulartype switch, connection, painting etc as required. |
| 393 | Supplying and drawing co-axial T.V. cable RG-06 grade 0.7 nn solid copper conductor PE insulated seilded with fine tinned cover braid and protected with PVC sheath in the existing surface / recessed steel/ PVC conduit as required. |
| 394 | Supplying and fixing modular switch / socket on the existing modular plate and switch box including connection but excluding modular plate etc,as required. TV antenna socket out put |
| 395 | Supplying ,fitting and fixingmodular base andcover plate on existing modular metal boxes etcas required. |
| 396 | Cost ofEarthing with G.I. earth pipe 4.5 M long 40mm diaG.I.Pipe 600mm x 600mm x 6mm thick copper earth plate, and 8 SWG copper wire including cost of making 1.2x1.2x3m deep pit and filling with charcoal ,salt all complete as per electrical rule |
| 397 | BOUNDARY WALL (1094.80 M)(For WTP & 6 Nos ESR) |
| 398 | Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authority Construction of Compound wall. etc. all complete job. |
| 399 | Earth work in excavation in foundation trenches in hard soil (vide classification of soil item B) and disposal of excavated earth so obtained to a distance upto 50 M including all lifts, levelling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/I. Excavation Qty. |
| 400 | Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/I.(Mode of measurement compacted volume). |
| 401 | Providing designation of 75A one brick flat soling, joints filled with local sand including cost of watering, taxes royalty all complete as per building specification and direction of E/I. |
| 402 | Providing P.C.C M - 150 with nominal mix of (1:2:4) in foundation with approved quality of stone metal grade - III ( 50mm to 25mm size) clean course sand of F.M 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of E/I.Qnty in Foundation: |
| 403 | Providing R.C.C M - 200 with nominal mix of (1:1.5:3) in foundation with approved quality of stone metal grade - III ( 50mm to 25mm size) clean course sand of F.M 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of E/I.Qnty in Foundation: |
| 404 | Providing R.C.C M - 200 with nominal mix of (1:1.5:3) inStiffners with approved quality of stone chips 20 mm to 6mm size graded and clean course sand of F.M 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing(but excluding the cost of reniforcement , taxes and royalty all complete as per building specification and direction of E/I. |
| 405 | Providing R.C.C M - 200 with nominal mix of (1:1.5:3) inband at plinth level with approved quality of stone chips 20 mm to 6mm size graded and clean course sand of F.M 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing(but excluding the cost of reniforcement , taxes and royalty all complete as per building specification and direction of E/I. |
| 406 | Providing R.C.C M - 200 with nominal mix of (1:1.5:3) inband at lintel level with approved quality of stone chips 20 mm to 6mm size graded and clean course sand of F.M 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing(but excluding the cost of reniforcement , taxes and royalty all complete as per building specification and direction of E/I. |
| 407 | Providing Centaring & Shuttering including strutting, Propping etc&all Complete. |
| 408 | For RCC Work in Foundation |
| 409 | For RCC Siffners |
| 410 | For RCC Band at Plinth & Lintel Level |
| 411 | Providing designation 75 A brick work in CM (1:6) in super structure with approved quality of clean coarse sand of FM 2 to 2.5 including, providing 10mm thick mortar joints cost of screening materials, raking out joints to 15mm depth curing, taxes and royalty all complete as per building specification and direction of E/I. |
| 412 | Providing 12mm thick cement plaster (1:6) with clean coarse sand of FM 1.5 including screening, curing with all leads and lifts of water, scaffolding, taxes and royalty all complete as per specification and direction of E/I. |
| 413 | providing two coats of snow cerm of approved shade and make over a coat of cement primer on new surface including preparing the plastered surface smooth with sand paper , scaffolding,curing and taxes all complete as per building specification & direction of E/I. . |
| 414 | Providing Tor steel reinforcement of 10 mm ,12 mm , &16 mm dia Bars as per approved design and drawing excluding carriage of M.S bars to work site , cutting ,bending and binding with annealed wire with cost of wire ,removal of rust , Placing the rods in position all complete as per building specification and direction of E/I |
| 415 | Filling in foundation trenches and plinth in layers not exceeding dressed with earth obtained from excavation of foundation trenches with lead of 50m and lift of 1.5 M all complete as per building specification & direction of E/I |
| 416 | Carriage of construction materials to work site including loading, unloading & stacking etc. all complete. |
| 417 | Cement10KM lead |
| 418 | Steel10KM lead |
| 419 | Sand36KM lead |
| 420 | Bricks6KM lead |
| 421 | Stone/Stone Chips11KM lead |
| 422 | Cost of Gate (7 Nos) |
| 423 | Earth work in excavation in foundation trenches in hard soil (vide classification of soil item B) and disposal of excavated earth so obtained to a distance upto 50 M including all lifts, levelling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/I. Excavation Qty. |
| 424 | Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/I.(Mode of measurement compacted volume). |
| 425 | Providing designation of 75A one brick flat soling, joints filled with local sand including cost of watering, taxes royalty all complete as per building specification and direction of E/I. |
| 426 | Providing P.C.C M - 150 with nominal mix of (1:2:4) in foundation with approved quality of stone metal grade - III ( 50mm to 25mm size) clean course sand of F.M 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of E/I. |
| 427 | Providing R.C.C M - 200 with nominal mix of (1:1.5:3) in foundation with approved quality of stone metal grade - III ( 20mm to 6mm size) clean course sand of F.M 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of E/I. |
| 428 | Providing R.C.C M - 200 with nominal mix of (1:1.5:3) in Column with approved quality of stone metal grade - III ( 20mm to 6mm size) clean course sand of F.M 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of E/I. |
| 429 | Providing R.C.C M - 200 with nominal mix of (1:1.5:3) in Band at Plinth level with approved quality of stone metal grade - III ( 20mm to 6mm size) clean course sand of F.M 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of E/I. |
| 430 | Providing Centaring & Shuttering including strutting, Propping etc&all Complete. |
| 431 | For RCC Work in Foundation |
| 432 | For RCC Column |
| 433 | For RCC Bend at Plinth & Lintel Level |
| 434 | Providing Tor steel reinforcement of 10 mm ,12 mm , &16 mm dia Bars as per approved design and drawing excluding carriage of M.S bars to work site , cutting ,bending and binding with annealed wire with cost of wire ,removal of rust , Placing the rods in position all complete as per building specification and direction of E/I |
| 435 | filling in foundation trenches and plinth in layers not exceeding dressed with earth obtained from excavation of foundation trenches with lead of 50m and lift of 1.5 M all complete as per building specification & direction of E/I |
| 436 | Supplying fitting & Fixing M.S grill gate with M.S grills made 20x6mm M.S flat or 16mm M.S square bars fitted 25x25x6mm M.S angle farme of size 60x60x6 mm including cost of fabrication,providing necessary locking arrangement with haskal and domny duly fixed in P.C.C (1:2:4) blocks of required size, applying a priming red lead paint over steel work , taxes all complete as per direction of E/I. |
| 437 | Providing two coats of painting with ready mixed paint of approved shade and make over steel surface |
| 438 | Carriage of construction materials to work site including loading, unloading & stacking etc. all complete. |
| 439 | Cement10KM lead |
| 440 | Steel10KM lead |
| 441 | Sand36KM lead |
| 442 | Bricks6KM lead |
| 443 | Stone/Stone Chips11KM lead |
| 444 | Approach road (120 meter) |
| 445 | Embankment :- Construction of embankment with approved meterial obtained from borrow pits with a lift 1.5 M transporting to site spreading,grading to required slope and compacting to meet requirement of to tables 300.1 and 300.2 with a lead upto 1000 M as per technical specification 301.5. |
| 446 | (A) By Mix in Place Method Construction of granular sub base by providing well graded material, spreading in layer with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with smooth wheel roller to achieve the desired density complete as per Technical Specification Clause 401 |
| 447 | Cement Concrete Pavement :- Construction of un-reinforced dowel joints at expaction and construction joint only plain cement concrete pavement thickness as per design over a with shovels rakes compacted using prepared sub base with 43 grade cement or any other type as per clouse 1501.2.2 M-30 (grade) coarse not exceeding 25 mm mixed in concrete mixer of not less than 0.2 cum capacity and appropenate weigth bacher using approved mixed design laid in approved fixed side fromwork (steel channal laying and fixing of 125 micron thick polythene film wedges steel plates including leveling the fromwork as per drawing), spreading the concrete with shovels rankes compacted using needle seed and plate vibrators and finished in contaction and empanction contraction jointing appling debonding strips primer sealant dowel bars near approches to bridge/culvert and contraction joints admixtures as approved curring of concrete slabs for 14 days using curing compound (where specified) and water finishing to lines and grade as per drawing and technical specification clouse 1501 |
| 448 | Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as pertable 1300.1 no frament weighing less than 25 kg laid dry complete as per drawing and technical specification clause 1301 |
| 449 | Carriage of material from divisional store are kiln side or quality side to work including contractor profit loading ,unloading transportation are complete . |
| 450 | Cement10 KM lead |
| 451 | Sand36 KM lead |
| 452 | Stone/Stone Chips 11 KM lead |
| 453 | House Connection (Situ = 4731 Nos, Tikar = 7799 Nos & Lepatand = 1413 Nos Total = 13943 Nos ) |
| 454 | Earth work in excavation(as per IS 3114/1965 for laying of different types and sizes of pipes so as to give one meter average cover over the socket of pipe with disposal of excavated earth within initial lead and lift as per specification and direction of E/I.(For soil item B) |
| 455 | Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials labours.royality and taxes all complete as per building specification and direction 0f E/I.(mde of measurement compacted volume) |
| 456 | Providing a PCC M-150 in nominal mix of(1:2:4)in foundation with approved quality of stone chips 20mm to including screening,shutteing,mixing cement concrete in mixer and placing a position,vibrating,striking,curing,taxes and loyality complete all as per building specification and direction of E/I |
| 457 | Earth work in backfilling the trenches after laying different types and size of pipes with earth removed during exacavation within initials leads and lifts as per building specification and direction of E/I |
| 458 | Providing 12 mm thick cement plaster (1:3) with clean coarse sand of F.M 1.5with 1.5 mm thick ceme punning over it including screenig,curing,wit all leads and lifts of as per building specification and direction of E/I. |
| 459 | Providing and supplying Blue MDPE pipes confirming to ISO 4427:1996 manufactured from vrgin resin PE 80 food grade compounded raw materials having blue colour only assurance certificate from quality agencies like WRC/CIPET(india)/DVM/KWA/SPGN etc for usage in drinking water with quality system. This cost shall include testing of all materials all taxes central, state, municipal, inspection charges transportation up to site, transit insurance, loading, unloading, stacking etc complete as specified and directed. PN16(SDR-9) with ED (20mm) |
| 460 | providing and supplying G.I. Pipes (tata and equivalent make) for usage in drinking water with quality system. The cost shall include testing of al materials all taxes central state, municipal , inspection charges transportation up to site, transit insurance, loading, unloading, stacking etc complete as specified and directed.(15mm) |
| 461 | Lowering laying and JointingHDPE/MDPE pipes in proper position including all specials by compression fitting/electrofusion and but fusion jointing procedure including hydroulic testing as per relevent IS code complete with all materials for jointing procedures like Electrofusion C30machine, electric mirror/ heater / but fusion welding machine with hydraulic jack, top loading clamp etc. pump and accessories fro hydraulic testing and all labours as direted by E/I as per IS-7634 part-2 (20mm) |
| 462 | Supplying labours and tools fro fixing G.I. Pipes with red lead and yarn of following nominal bore with screwed and socketed joints on wall, celling and floor including supplying and fittings of wall hooks or pipe clamps, wooden plugs, cutting pipes to size and threading ends if required etc. all complete as per specification and direction of E/I. |
| 463 | Supplying and fixing of G.M. Ferrule of approved make in existing C.I/D.I. Main including drilling and taping C.I./D.I. Main all complete as per specification and direction of E/I(3mm dia) |
| 464 | Providing and fixing of G.M. Fullway valve of approved quality all complete as per specification and direction of E/I (20mm dia) |
| 465 | Providing and fixing of male ended C.I. Body brass spindle valve and seat Bib cock of approved quality with extra socket all complete as per specification and direction of E/I(20 mm dia) |
| 466 | Supplying and fixing G.I. Fitting of approved make all complete as per specification and direction of E/I |
| 467 | 20mm dia Elbow |
| 468 | 15mm dia Elbow |
| 469 | 20mm dia reducing socket |
| 470 | 20 mm dia nipple |
| 471 | 15 mm dia nipple |
| 472 | 20mm dia union socket |
| 473 | 15mm dia socket |
| 474 | 20mm dia socket |
| 475 | Carriage of materials |
| 476 | Operation & Maintenance for Five years (excludingenergy charge) |
| 477 | O/M work with Labour component & Materials for 1st Year |
| 478 | As per SBD Section - 5 Clouse 9.10 |
| 479 | O/M work with Labour component & Materials for 2nd Year |
| 480 | As per SBD Section - 5 Clouse 9.10 |
| 481 | O/M work with Labour component & Materials for 3rd Year |
| 482 | As per SBD Section - 5 Clouse 9.10 |
| 483 | O/M work with Labour component & Materials for 4th Year |
| 484 | As per SBD Section - 5 Clouse 9.10 |
| 485 | O/M work with Labour component & Materials for 5th Year |
| 486 | As per SBD Section - 5 Clouse 9.10 |
| 487 | Part- B Tikar & adjacent villages RWSS |
| 488 | Pure WaterSUMP at Dulmidih |
| 489 | Designing(aesthetically),andconstructingRCCgroundservice reservoirs/RCCsumpsinM-300mix.ofrequiredcapacityincluding excavationinalltypesofstrata,foundationconcrete,containerwalls, bottomslabtopRCCroofslab/ordome,20mmthickcementplaster withwaterproofingcompoundinCM1:3proportion.toinsidefaceof thecontainer,includingepoxypaintfrominsideincludingrefillingand disposingofsurplusstuffwithinleadof50M,alllabourandmaterial charges, for laying and jointing of pipe assembly for inlet, outlet washout,overflowandbye-passarrangementconsistingofC.I./M.S. D/F. pipes, specials and valves of given diameters, providing and fixing accessoriessuchasM.S.ladderinsideandoutside,C.I.Manhole frame andcover,attopslab,B.B.masonrychamberforallvalves,ventilating shafts,includinggivingsatisfactoryhydraulictestandwatertightness test as per IS code and providing three coat of cement paints to all expose surfaceofstructureincludingroofsurfaceetc.completeasperdesign data,criteria,obligatoryrequirementsanddetailedspecifications.Anti –termite treatment shall be given for under ground portion of the structure. |
| 490 | ThedesigningshallbeinaccordancewithvariousrelevantI.S specification (I.S.456/2000,I.S.875-1987,I.S.3370-1965 or revised.) |
| 491 | Only M.S. bars grade I conforming to I.S. 432 part-I or high yield strength deformed bars conforming to I.S. 1786 or I.S.1139 shall be used.Grade- II M.S. bars shall not be used. |
| 492 | Entire structure shall be in M-300 only. |
| 493 | The scope of pipe assembly work shall be upto 5 metre beyond out side faceofthewall,costofpipesvalvesandspecialsisnotincludedinthe rate but labour cost for laying and jointing is included. |
| 494 | The G.S.R./Sump above 15 lakh litres capacityshall be in two compartment. |
| 495 | The Job includes designing the structure for up lift pressure and dewateringifrequiredduringentireexecutionanddisposalofsurplus excavatedstuffwithinleadof50metresasdirectedbyEngineer-in- charge. If up lifts considered in design, then these rates shall be increased by 7.5%. |
| 496 | G.S.R.outletsshallbewithbellmouthofapprovedpatterninbottom slab and cost of designing bell mouth is included in the rate. Sump well includes cost of suction pit required at bottom. |
| 497 | Forpipediametersupto300mmonlyCIpipesandCIspecialsshallbe used. For pipe diameters above 300mm, M.S. pipes and specials minimum10mmthickshallbeusedwithproperanticorrosiveepoxy treatment from inside and outside. |
| 498 | These rates are including the cost of uplift pressure if any and entire dewatering during and execution. In case of water logging area where water is stuck at shallow depth extra provision of dewatering shall be made as per site condition. |
| 499 | All condition given in the member secretary"s circular no. MJP/TS-I/350/1668 dt 2.08.97 and MPJ/S-I/350/2127 dt 13.7.99 shall be strictly followed and additional cost, if any due to these conditions is included in the rates mentioned below. |
| 500 | 75% part rate shall be payable for reinforcement, concrete and plastering items ofall types of G.S.R.s and sumps till satisfactory hydraulic testing forwatertightnesstestisgivenandtillthatworkshallbetreatedas incomplete. |
| 501 | Intermediate Sump at Dulmidihcapacity- 4.50 Lakh Liter |
| 502 | Pump House at Dulmidih |
| 503 | E/W in excavation in foundation trenches in ordinary soil (vide classification of soil item - A) and disposal of excavated earth obtained to a distance upto 50 M including all lift leveling,ramming the foundation trenches removing roots of trees, shurbs all complete as per approved design, building specification and direction of E/I. |
| 504 | ProvidingP.C.C.M- 100with nominal mix of (1:3:6) in foundation with approved quality of stone metal grade- III (50 mm to 25 mm size) clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer & placing in position, vibrating, striking, curing, taxes & royalty all complete as per building specification &directionof Engineer-in-charge. |
| 505 | ProvidingR.C.C.M- 200with nominal mix of (1:1.5:3) in foundation and plinth with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer & placing in position, vibrating, striking, curing (but excluding the cost of reinforcement, taxes & royalty all complete as per building specification &directionof Engineer-in-charge. |
| 506 | Providing average 150 mm thick dry rammed khoa beaten to 112 mm. (compacted with water) made of well burnt or jhamabricks including ramming properly till compactedthickness is achieved,curing&carriageof water with all leads, making properslope&blending thetop with cement mortar (1:10) all complete as per building specification & direction of E/I. |
| 507 | ProvidingR.C.C.M- 200with nominal mix of (1:1.5:3) in foundation and plinth with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer & placing in position, vibrating, striking, curing (but excluding the cost of reinforcement, taxes & royalty all complete as per building specification &directionof Engineer-in-charge. For Pumping Machinary setup (6 No"s ) |
| 508 | Providing RCC M-200 with nominal mix of (1:1.5:3) in column with approved quality of stones chips 20 mm to 6 mm size graded and clean coarse sand of FM 2.5 to 3 including screening, centering , shuttering , mixing cement concrete in mixer and placing in position, vibrating, striking , curing ( But excluding cost of reinforcement, taxes and royalty all complete as per building specification and direction of E/I. |
| 509 | Providing RCC M-200 with nominal mix of (1:1.5:3) in beamwith approved quality of stones chips 20 mm to 6 mm size graded and clean coarse sand of FM 2.5 to 3 including screening, centering, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing ( But excluding cost of reinforcement, taxes and royalty all complete as per building specification and direction of E/I. |
| 510 | Providing RCC M-200 with nominal mix of (1:1.5:3) in roof slab with approved quality of stones chips 20 mm to 6 mm size graded and clean coarse sand of FM 2.5 to 3 including screening, centering, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking , curing ( But excluding cost of reinforcement, taxes and royalty all complete as per building specification and direction of E/I. BCD 5.3.9.1 |
| 511 | Providing tor steel reinforcement of 10 mmdia. As per approved design and drawing excluding carriage of MS rods to work site cutting, bending, and binding with annealed wire with cost of wire removal of rust, placing the rods in position all complete as per building specification & direction of E/I. |
| 512 | Supplying & fixing rolling shutters of approved make, made of required sixe M.S.laths interlocking together through their entire length and jointed together at the end by end locks mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside & outside locking with push & pull operation complete includeing cost of providing & fixing necessary 27.5 cm long wire springs grade No.2 & M.S. top cover of required thickness for rolling shutter.80 X 1.25 mm M.S. lath with 1.25 mm thick( top cover) |
| 513 | Supplying, fitting & fixing good quality, well dressed & well seasoned sal wood work in chaukhat in doors, windows, skylights, fan lights and C/W celetial windows openings, including wedge over all clamps complete including application oftwo coats of wood preservative of approved quality on the surface butting walls & lintels all complete as per building specification & direction of E/I. |
| 514 | Supplying,fitting & fixing 38 mm thick good quality, well dressed & well seasoned sal wood fully paneled shutters in door & window with 25 mm, thick panels with one side plain & other side champhered with aluminium fittings such as hinges,sliding door bolts tower bolts, handles or rings, hooks & eyes cleats, sand blocks as per schedulle taxes and royalty all complete as per building specification & direction of E/I. |
| 515 | Providing designation 75A brick work in CM 1:6 in superstructure with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10 mm thick mortar joints, costs of screening, materials, scaffolding, racking out joints to 15 mm depth curing, taxes and royalty all complete as per building specification & direction of E/I. |
| 516 | Providing 12 mm cement plaster ( 1:4 ) with clean coarse sand of F.M.1.5 including screening, curing with all leads & lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I. (for inside surface) |
| 517 | Providing 19 mm water proof cement plaster (1:3) with clean coarse sand of FM 1.5 including screening, curing with all leads & lifts of water, scaffolding taxes & royalty all complete as per building specification and direction of E/I.(for exterior surface) |
| 518 | Providing two coat of oil bound distemper of approved shade and make over old surface including washing, cleaning & preparing the walls, scaffolding, washing of floors & taxes all complete as per building specification & direction of E/I. |
| 519 | Provide two coat of snowcem of approved shade & make over a coat of cement primer on new surface including preparing the plastered surface smooth with sand paper scaffolding, curing & taxes all complete as per building specification & direction of E/I. |
| 520 | Filling in foundation trenches & plinth in layersnot exceeding 150 mm. thick wellwatered, rammed, fully compacted& fine dressed with earth obtained from excavation of foundationtrenches within a lead of 50 M & lift of 1.5 M all complete as per building specification & direction of E/I. |
| 521 | Carriage of construction materials to work site including loading, unloading & stacking etc. all complete. |
| 522 | Cement10KM lead |
| 523 | Steel10KM lead |
| 524 | Sand36KM lead |
| 525 | Bricks6KM lead |
| 526 | Stone/Stone Chips 11KM lead |
| 527 | Mechanical & Electrical Part at Intermediate SUMP |
| 528 | Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authority and Clear WaterC.F. Pump with all complete job |
| 529 | Supply, installation, testing and commissioning ofCentrifugal Pumppumpsets with allied equipment as under - |
| 530 | Centrifugal Pump -: Supplying, installation, testing & commissioning ofHorizontal Split Casing/ Multistage Centrifugal Pump conforming IS: 5120, [make: Kirloskar/ WPIL/Mather & Platt], capable for discharging required flow and head, including construction of MS Suction/ delivery header, common header, providing required MS/CI pipes, flanges, reducer and specials, nuts bolts, packings,pressure gauge, standard fittings etc. required size of sluice valve and non-return valve, base plate & all accessories . |
| 531 | Induction Motor -: Above mention pump shall be coupled with energy efficient squirrel cage induction motor (IE3) conforming IS: 12615, having 10-30% more BHP than that of pump, operating on 3 Phase, 415V, 50Hz AC Supply with 1500 rpm [make: Kirloskar/ ABB/ Crompton Greaves/ Marathon].Including cost of construction foundation, bolt nut, with all piping works required for the job and etc. all complete job. |
| 532 | For ESR at DULMIDIH -: Discharge- 17.68 LPS and Head- 23 m (1W+1S) Zone 2 |
| 533 | For LAWA ESR & AMANDIRI ESR -: Discharge-28.47 LPS and Head- 67 m (1W+1S) |
| 534 | Motor Control Panel:Supplying, installation, testing & commissioning of Floor mounted cubical LT Motor Control Panel board fabricated with MS sheet of suitable guage and size,dust and vermin proof consisting of proper power distribution 4 pole 250A copper busbar, 1 no. incoming feeder with spare of 250A MCCB, 3 nos. outgoing feeder including spare feeder of 32A MCCB for pumps sets,3 nos. outgoing feeder including spare feeder of 160A MCCB for pumps sets, 3 nos. 32A MCB& 2 nos. 63A MCCB feeder for lighting, other electrical utilities and spare, ELCB/RCCB, switch disconnected isolator (TPN) rated (400A-415V), selector switches, Volt-meters, Ampere-meters, indicator lamps etc. all complete with internal wiring, protection units/relays, control cables and capacitor banks of proper KVAR for Power Factor control. Panel board shall be duly painted with two coats of super enameled paint of approved colour with one coat of red oxide primer according to Indian standards and instruction of E/I, etc. all complete. |
| 535 | Starter: Supplying Fully automatic star delta starter to operate induction motor working on 415v.3phase.50 hz with no volt coil, Over load element, ON-OFF push buttons, with necessary materials and connected to supply, etc complete starter with original sheet steel encloser |
| 536 | b) 10 HP Motors |
| 537 | c) 50 HP Motors |
| 538 | Earthing: Earthing with copper earth plate including accessories and providing masanory enclosure with cover plate having locking arrangement and watering pipe of 2.7 m long etc. with charcoal / coke and salt, with connection with suitable strip/wire as required conforming IS:3043. |
| 539 | Crane: Providing, erecting triple spur gear type Chain Pulley Block suitable for 3 Tonne 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 with travelling trolley. |
| 540 | Lighting, providing internal sectional lighting by closing installation |
| 541 | Servo Controlled Automatic Voltage Stabilizer: Supplying, installation, testing & commissioning of 150 KVA Servo Controlled Automatic Voltage stabiliser suitable for out put voltage of 415 Volt +/-1%,3 Ph, 50 Hz, with copper wound transformer (oil cooled). The stabilizer should be constructed in cubical box, with bidirectional wheels for easy handling, necessary monitors and user"s controls on front panel such as indication, alarm, volt meter and selector switch for measuring input and out put voltage, Auto/Manual selector switch, Raise/Low push buttons etc. Protections and indications shall be incorporated with Over Voltage / Under Voltage, Single Phasing & Cut off contactor with electronic output sensing unit, including T-oil, change over switch, etc. all complete. |
| 542 | Cable: Power wiring with required 240 Sq mm, 3.5 core, 1.1KV grade, armoured cable, Standard Aluminium conductor, XLPE/PVC insulated cablefromTransformer to Stablizer & Panel (MCP) including laying on wall or on floor as where required, jointing and making proper terminations, etc. all complete. ( 120 mm^2 ) |
| 543 | Cable: Power wiring with 3 core, 1.1KV grade, unarmoured cable, Standard Copper conductor,XLPE/PVC insulated cable of required size in Sq mm,from Panel (MCP) to Motors & Staters including laying on wall or on floor as where required, jointing and making proper terminations, etc. all complete. |
| 544 | b) 6 Sq mm |
| 545 | c) 35 Sq mm |
| 546 | SafetyItems:Supplying,Installationanderectingof Fire extinguisher, Lightening Arrestor,emergency light, First aid box, insulationgloves& shoes,tools&tackles,rubbermatting, instruction manual, etc. as per requirement and Indian standards at Pump house. |
| 547 | Pure Water Rising main. |
| 548 | Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authority and Laying of Raw water Rising Main. |
| 549 | Providing and SupplyingISI markcentrifugally cast (spun)ductileiron pressure pipefor waterworks with socket and Spigot ends confirmingtoIS8329/2000 in standard lengthsofclassK-9 suitable forpush- on - joint (Rubber gasket Djointing) with cementmortarlining inside the pipes with outside zinc and bituminous coating includingtransportation,taxes & duties contractor profit insurancecarriagetowork site with loading Unloading etc stacking including inspection chargesand alltaxesall complete.(including cost of one no. gasket for each pipe) |
| 550 | DI K-9,Dia 150 mm |
| 551 | DI K-9,Dia 200 mm |
| 552 | ProvidingandsupplyinglSIstandardD.I.specials& fittingwithsealingrubbergasketofS.B.R.complete withcastironfollowerglandandM.S.nut&bolts coated or otherwise protected from rusting and suitable for 0.1. pipes including cost of all labours and materials and transportation to stores 1 site, loading, unloading including all taxes,etc . complete as per I.S. 9523 Class K12 |
| 553 | 100 mm Dia to 150 mm Dia |
| 554 | Providing Double Flanged Sluice valve confirming to IS 2906/14846 including worn gear arrangements as per test pressure stainless steel spindle, caps including all taxes transportation etc. complete. (without by pass arrangement PN 1.6) |
| 555 | Sluice & Scour Valve- 150 mm Dia |
| 556 | Sluice & Scour Valve- 200 mm Dia |
| 557 | Providing, supplying,single ball type Air valves as per MJPs standard specification combined with screw down isolating valve, small elastic ball resting on a gun metal orifice nipple, large orifice vulcanite ball seating on moulded seat ring, inlet face drilled including al taxes, insurance, third party inspection charges, loading, unloading, transportation upto departmental stores/ site etc.Kinetic Air valve flanged type. PN-1.6 |
| 558 | 1) 40 mm dia. |
| 559 | 2) 50 mm dia. |
| 560 | EarthWorkinexcavation(As perI.S.3114/1965)for layingofDifferenttypesand sizeofpipessoastogiveone meter averagecoveroverthe socketofpipewithdisposal of excavated earth within initialleadandliftas per specification and direction of Engineer-in-charge |
| 561 | For classification of soil item -A |
| 562 | For classification of soil item -B |
| 563 | Earth work in excavation of foundation trenches as per design section in ordinary or soft rock (where blasting is not required and disposal of excavated materials so obtained (50 m away from the edge of the trenches ) with initial lead of 10 m and initial lift of 1.5 m as per specification amnd direction of E/I. |
| 564 | Supplyinglabours,tools,tackles,lubricantetcfor laying and jointing C.I.S/S Tyton pipes (class L A/DI) trenchessupplyingrubbergasket(Rubbergaskets confirmingtoI.S.S.-5382-1969)andmakinggasket jointsincludingprovidingnightguard,barrierand red light to safe guard against accident ,all complete ( Pipetobesupplieddepartmentallyfreeofcostand laying of pipes is to be done as per (I.S.S.3114-1985) as per design, specification and direction of E/I. |
| 565 | DI K-9,Dia 150 mm |
| 566 | DI K-9,Dia 200 mm |
| 567 | Supplying labour tools and tackles for testing of laid CI pressure pipe up to 60 m meter head of water all complete as per specification and direction of engeneer- in- charge. Water to supplied free of cost departmentally. |
| 568 | DI K-9,Dia 150 mm |
| 569 | DI K-9,Dia 200 mm |
| 570 | Labour charge for one cutting of cast iron pipe and specials including necessary tools and plants , chipping of filling surface finish as per specification and direction of E/I |
| 571 | 150 mm Dia DI K-9 |
| 572 | 200 mm dia K-9 |
| 573 | Supplyng labour and tools for fixing CI sluice valve in trenches with a pair of C.I Tail pieces incluidng making lead caulked joints and flenged joints as per I.S specification, including supplying all jointing materials (Pig lead confirming to I.S.S 782-1978, yarn confirming to I.S.S 6587-1972 and nuts and volts confirming to I.S.S 1364-1983) including drillig holes in flanges if required as per specification and direction of E/I. |
| 574 | Sluice Valve- 150 mm Dia |
| 575 | Sluice Valve- 200 mm Dia |
| 576 | Lowering,layingandfixingin properalignment andposition all types of C.I. air valves as directedbyEngineer –in–charge including cost of conveyancefromstoreto site ofwork,costofallmaterialand givingsatisfactoryhydraulic testingetc.complete.(forall class of valves). |
| 577 | 40 mm dia. |
| 578 | 50 mm dia. |
| 579 | Providing and constructing B.B. masonary valve chamber with 15 mm thick (1:3:6)proportion PCC bedding, excluding excavation, B.B masonery in CM 1:5 proportion precastRCCframe&cover,etc.completeasper directedbyEngineer-in-charge. |
| 580 | Construction of B.W. masonary valve chamber of size (1.20X0.90X1.50) m size |
| 581 | ProvidingP.C.C.M-150withnominalmixof(1:2:4)in foundation with approved qualitystone metal(20 mm to 6 mm Size) clean coarse sand of F.M. 2.5 to 3 including screening,shuttering,mixingcementconcreteinmixer andplacinginposition,vibrating,striking,curing,taxes and royalty all complete as per building specification and direction of Engineer -in charge |
| 582 | Thrust Block |
| 583 | For 150 mm dia Pipe |
| 584 | For 200 mm dia pipe |
| 585 | Earth work in backfilling the trenches after lying of different types and sizes of pipes with earth removed during excavated within initial lead and lifts as per specification and direction of Engineer in charge. |
| 586 | Elevated Service Reservoir (ESR) |
| 587 | Designing (aesthetically) and constructing RCC Elevated Service Reservoir of following capacity with RCC staging consisting of columns, internal and external bracing spaced vertically not more than 4.0 m centre to centre of ESR having capacity above 500 M³ & not more than 6 m c/c of E.S.R. having capacity 500 M³ including excavation in all types of strata, foundation concrete, cement plaster with water proofing compound to the inside face of the container including refilling disposing of the surplus stuff within a lead of 50 m, all labour and material charges including lowering, laying, erecting hoisting and jointing of pipe assembly of inlet, outlet, washout, overflow and bypass arrangements as per departmental design providing and fixing accessories such as M.S. ladder, C.I. manhole frame and covers water level indicators, lightning conductor, G.I. pipe railing around walk way and top slab, providing spiral staircase from ground level to roof level, M.S. grill gate of 2 m height with locking arrangement of approved design B.B. masonary cambers for all valves, ventilating shafts providing and applying three coats of cement paint to the structure including roof slab an depoxy paint to internal surface and anti-termite treatnment for underground parts of the structure and giving satisfactory water tightness test as per IS Code. The job to include painting the name of the scheme and other details on the reservior as per the direction of E/I charge |
| 588 | The design of the structure be in accordance with relevant (I.S. 3370-2009 or revised) |
| 589 | The design shall satisfy the stipulation as per IS 1893-1984 and I.S. 13920/1993 for seismic force and I.S. 11682-1985 for R.C.C. staging of overhead tanks. |
| 590 | For design having more than 6 columns, providing of internal bracing is obligatory, external bracing is also obligatory. |
| 591 | The entire structure shall be in M-250 mix only. However concrete in contact with water such as container, base slab, wall, roof slab & footing in water borne area shall be M-300. |
| 592 | Plain around mild steel bars grade I confirming to IS 432 part - I or high yield strength deformed bars confirming to IS 1786 or IS 1139 shall be used, grade II mild steel bars will not be allowed. |
| 593 | Irrespective of the type of foundation proposed in the design, one set of bracing be provided at the ground level. |
| 594 | These rates are include providing, M.S. ladder for E.S.R.s upto 2 lakhs capacity and providing spiral staircase for ESR above 2 Lakh litres capacity. |
| 595 | Staging shall be designed with stresses of M-200 for ESR. However all RCC construction should be done in M-250 extra concrete in contact with water shall be design and constructed in M-300. |
| 596 | These rates are including the cost of uplift pressure if any and entire dewatering during and execution. In case of water logging area where water is stuck at shallow depth extra provision of dewatering shall be made as per site condition. |
| 597 | All condition given in the member secretary"s circular no. MJP/TS-I/350/1668 dt 2.08.97 and MPJ/S-I/350/2127 dt 13.7.99 shall be strictly followed and additional cost, if any due to these conditions is included in the rates mentioned below. |
| 598 | RCC ESR-1 atZone - 1 Lawa ( Tirildih ) Capacity 4.70 Lakh Litre Staging Height - 10.00 m |
| 599 | RCC ESR-2 atZone - 2: Dulmidih ( Tuta ) ESR Capacity 4.10 Lakh Litre Staging Height - 12.00 m |
| 600 | RCC ESR-3 at Zone - 3: Amandiri ( Nadisai ) Capacity 1.90 Lakh Litre Staging Height - 18.00 m |
| 601 | Distribution System |
| 602 | Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authority and Providing all labour, materials, equipment to procure and laying of pipes for distribution main . |
| 603 | Providing and supplying ISI mark centrifugally cast (spun) ductile Iron pipes of 100 mm and above all diameter for water works with sockets and spigot ends confirming to IS 8329/2000 in standard working lengths of 4.5, 5.5 and 6.0 M for classification K-7 and K-9 suitable for push on joints (rubber gasket D jointing) with cement mortar lining inside the pipes with outsides zinc and bituminous coating rate are ex-factory excluding transportation, taxes and duties contractor profit and over head charges etc.(Including cost of one No. gasket for each pipe) & 10 % Contractors profit is added. |
| 604 | 100 mm dia. DI K-7 |
| 605 | 150 mm dia. DI K-7 |
| 606 | 200 mm dia. DI K-7 |
| 607 | 250 mm dia. DI K-7 |
| 608 | ProvidingandsupplyinglSIstandardD.I.specials& fittingwithsealingrubbergasketofS.B.R.complete withcastironfollowerglandandM.S.nut&bolts coated or otherwise protected from rusting and suitable for 0.1. pipes including cost of all labours and materials and transportation to stores 1 site, loading, unloading including all taxes,etc . complete as per I.S. 9523 |
| 609 | For 100 - 300 mm dia Pipe |
| 610 | Providing Double Flanged Sluice valve confirming to IS 2906/14846 including worn gear arrangements as per test pressure stainless steel spindle, caps including all taxes transportation etc. complete. (without by pass arrangement PN 1.6) |
| 611 | Sluice & Scour Valve-Dia100 mm |
| 612 | Sluice & Scour Valve-Dia150 mm |
| 613 | Sluice & Scour Valve-Dia 200 mm |
| 614 | Sluice & Scour Valve-Dia 250 mm |
| 615 | Bulk water meter as per ISO 4064 |
| 616 | 200 mm Dia |
| 617 | 250 mm Dia |
| 618 | Earth work in excavation (As per IS. 3114/1965) for laying of different types and sizes of pipes so as to give one meter average cover over the socket of pipe with disposal of excavated earth within initial lead and lift as per specification and direction of Engineer in charge. |
| 619 | For classification of soil item-A |
| 620 | For classification of soil item-B |
| 621 | Lowering, laying and jointing with SBR rubber gaskets DI pipes of various classes with CI/MS specials of following diameter in proper position, grade and alignment as directed by Engineer in Charge including conveyance of material from store to site of work including cost of jointing materials and rubber rings, labour giving hydraulic testing etc. complete (without gasket) |
| 622 | 100 mm dia pipe |
| 623 | 150 mm dia pipe |
| 624 | 200 mm dia pipe |
| 625 | 250 mm dia. pipe |
| 626 | Supplying labour tools and tackles for testing of Laid CI or UPVC or HDPE or AC or DI pressure pipe up to 60 mm meter head of water all complete as per specification and direction of engeneer- in- charge. Water to supplied free of cost departmentally. |
| 627 | 100 mm dia pipe |
| 628 | 150 mm dia pipe |
| 629 | 200 mm dia pipe |
| 630 | 250 mm dia. pipe |
| 631 | Labour charge for one cutting of CI/DI pipe and specials including necessary tools and plants, chipping of filling surface finish as per specification and direction of E/I. |
| 632 | 100 mm dia pipe |
| 633 | 150 mm dia pipe |
| 634 | 200 mm dia pipe |
| 635 | 250 mm dia. pipe |
| 636 | Supplyng labour and tools for fixing CI sluice valve in trenches with a pair of C.I Tail pieces incluidng making lead caulked joints and flenged joints as per I.S specification, including supplying all jointing materials (Pig lead confirming to I.S.S 782-1978, yarn confirming to I.S.S 6587-1972 and nuts and volts confirming to I.S.S 1364-1983) including drillig holes in flanges if required as per specification and direction of E/I. |
| 637 | Sluice Valve-Dia 100 mm |
| 638 | Sluice Valve-Dia 150 mm |
| 639 | Sluice Valve-Dia 200 mm |
| 640 | Sluice Valve-Dia 250 mm |
| 641 | Providing and constructing B.B. masonary valve chamber with 15cm thick 1:3:6 proportion PCC bedding,excludingexcavation,B.BmasoneryinCM 1:6 proportion precast RCC frame & cover, etc. completeasperdirectedby Engineer-in-charge. |
| 642 | Construction of B.W. masonary valve chamber of size (1.20X0.90X1.50) m size |
| 643 | Supplyingtool cutting road as well restoring the same as per specification and direction of E/I |
| 644 | Pucca road- |
| 645 | Water Bound Macadam Road- |
| 646 | Dismantaling plain cement or lime concrete work including stacking servicable materials in countable stacks within 15 meter lead and sisposal of unservicable materials with all leads all complete as per direction of E/I. |
| 647 | Providing PCC M-150 in nominal mix of (1:2:4) in foundation with approved quality of stones chips 20 mm - 6mm size graded and clean coarse sand FM 2.5 to 3.0 including screening shuttering mixing cmenet concrete in mixer and placing in position vibrating striking curing taxes and royalty all complete as per building specification and direction of E/I. |
| 648 | Earth work in backfilling the trenches after lying of different types and sizes of pipes with earth removed during excavated within initial lead and lifts as per specification and direction of Engineer in charge. |
| 649 | HIGHWAY CROSSING |
| 650 | Manufacturing providing and supplying spirally welded/ ERW/ SAW/ Fabricated M.S. Pipes (Commercial Quantity) including procurements of Plates. Gas cutting to required size rolling tack welding assembling in suitable lenghths to form pipes, welding on automaticweldingmachineandforming"v"edgeon bothendsofpipeincludingalltaxes(Centraland Local), railway freight, Insurance unloading form railway wagon,loadingintotrucktransporttostores/ site, unloading, stackingetc.complete as per IS-3589 andIS-5504asapplicableasperspecifications(No negative tolerance in thickness is permissible). |
| 651 | A) 300 mm dia (I.D.), Thickness of pipe 8 mm(For Casing of PWRM Pipe Line Dia.-150 mm.), Length of Crossing = 40 M |
| 652 | B) 300 mm dia (I.D.), Thickness of pipe 8 mm(For Casing of Distribution Pipe Line Dia.-100 mm.),Length of Crossing = 40 M |
| 653 | Installation of product pipe by Guided Auger Boring method including making of entry and exit pits, all related civil works like excavation , shoring / strutting, etc., shielded excavation through auger boring process, lowering of pipe segments in the jacking pit,laying and jointing of product pipeline through jacking process from the jacking pit and restoration of site after project completion as per the instructions of the Engineer -in-charge all complete except the cost of the pipe . Average cover of 1.5M depth below G.L (upto 100 meter installation lenght ) In hard soil |
| 654 | a)Upto 300 mm dia. |
| 655 | Providingandapplyinggraphiteofapprivedprimeof first inferol 49 W emaline 05/58 pipe cost or any other equivelentapprovedpaintotheinternalsurfaceof pipe line at sight. |
| 656 | First Coat |
| 657 | Second Coat |
| 658 | Part- C Lepatand Water Supply Scheme |
| 659 | Elevated Service Reservoir (ESR) |
| 660 | Designing (aesthetically) and constructing RCC Elevated Service Reservoir of following capacity with RCC staging consisting of columns, internal and external bracing spaced vertically not more than 4.0 m centre to centre of ESR having capacity above 500 M³ & not more than 6 m c/c of E.S.R. having capacity 500 M³ including excavation in all types of strata, foundation concrete, cement plaster with water proofing compound to the inside face of the container including refilling disposing of the surplus stuff within a lead of 50 m, all labour and material charges including lowering, laying, erecting hoisting and jointing of pipe assembly of inlet, outlet, washout, overflow and bypass arrangements as per departmental design providing and fixing accessories such as M.S. ladder, C.I. manhole frame and covers water level indicators, lightning conductor, G.I. pipe railing around walk way and top slab, providing spiral staircase from ground level to roof level, M.S. grill gate of 2 m height with locking arrangement of approved design B.B. masonary cambers for all valves, ventilating shafts providing and applying three coats of cement paint to the structure including roof slab an depoxy paint to internal surface and anti-termite treatnment for underground parts of the structure and giving satisfactory water tightness test as per IS Code. The job to include painting the name of the scheme and other details on the reservior as per the direction of E/I charge |
| 661 | The design of the structure be in accordance with relevant (I.S. 3370-2009 or revised) |
| 662 | The design shall satisfy the stipulation as per IS 1893-1984 and I.S. 13920/1993 for seismic force and I.S. 11682-1985 for R.C.C. staging of overhead tanks. |
| 663 | For design having more than 6 columns, providing of internal bracing is obligatory, external bracing is also obligatory. |
| 664 | The entire structure shall be in M-250 mix only. However concrete in contact with water such as container, base slab, wall, roof slab & footing in water borne area shall be M-300. |
| 665 | Plain around mild steel bars grade I confirming to IS 432 part - I or high yield strength deformed bars confirming to IS 1786 or IS 1139 shall be used, grade II mild steel bars will not be allowed. |
| 666 | Irrespective of the type of foundation proposed in the design, one set of bracing be provided at the ground level. |
| 667 | These rates are include providing, M.S. ladder for E.S.R.s upto 2 lakhs capacity and providing spiral staircase for ESR above 2 Lakh litres capacity. |
| 668 | Staging shall be designed with stresses of M-200 for ESR. However all RCC construction should be done in M-250 extra concrete in contact with water shall be design and constructed in M-300. |
| 669 | These rates are including the cost of uplift pressure if any and entire dewatering during and execution. In case of water logging area where water is stuck at shallow depth extra provision of dewatering shall be made as per site condition. |
| 670 | All condition given in the member secretary"s circular no. MJP/TS-I/350/1668 dt 2.08.97 and MPJ/S-I/350/2127 dt 13.7.99 shall be strictly followed and additional cost, if any due to these conditions is included in the rates mentioned below. |
| 671 | RCC ESR-1 at Zone - 1: Patpur (Lepatand)Capacity 1.90 Lakh Litre Staging Height - 16.00 m |
| 672 | Distribution System |
| 673 | Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authority and Providing all labour, materials, equipment to procure and laying of pipes for distribution main . |
| 674 | Providing and supplying ISI mark centrifugally cast (spun) ductile Iron pipes of 100 mm and above all diameter for water works with sockets and spigot ends confirming to IS 8329/2000 in standard working lengths of 4.5, 5.5 and 6.0 M for classification K-7 and K-9 suitable for push on joints (rubber gasket D jointing) with cement mortar lining inside the pipes with outsides zinc and bituminous coating rate are ex-factory excluding transportation, taxes and duties contractor profit and over head charges etc.(Including cost of one No. gasket for each pipe) & 10 % Contractors profit is added. |
| 675 | 100 mm dia. DI K-7 |
| 676 | 150 mm dia. DI K-7 |
| 677 | 200 mm dia. DI K-7 |
| 678 | ProvidingandsupplyinglSIstandardD.I.specials& fittingwithsealingrubbergasketofS.B.R.complete withcastironfollowerglandandM.S.nut&bolts coated or otherwise protected from rusting and suitable for 0.1. pipes including cost of all labours and materials and transportation to stores 1 site, loading, unloading including all taxes,etc . complete as per I.S. 9523 |
| 679 | For 100 - 300 mm dia Pipe |
| 680 | Providing Double Flanged Sluice valve confirming to IS 2906/14846 including worn gear arrangements as per test pressure stainless steel spindle, caps including all taxes transportation etc. complete. (without by pass arrangement PN 1.6) |
| 681 | Sluice & Scour Valve-Dia100 mm |
| 682 | Sluice & Scour Valve-Dia150 mm |
| 683 | Sluice & Scour Valve-Dia 200 mm |
| 684 | Bulk water meter as per ISO 4064 |
| 685 | 200 mm Dia |
| 686 | Earth work in excavation (As per IS. 3114/1965) for laying of different types and sizes of pipes so as to give one meter average cover over the socket of pipe with disposal of excavated earth within initial lead and lift as per specification and direction of Engineer in charge. |
| 687 | For classification of soil item-A |
| 688 | For classification of soil item-B |
| 689 | Lowering, laying and jointing with SBR rubber gaskets DI pipes of various classes with CI/MS specials of following diameter in proper position, grade and alignment as directed by Engineer in Charge including conveyance of material from store to site of work including cost of jointing materials and rubber rings, labour giving hydraulic testing etc. complete (without gasket) |
| 690 | 100 mm dia pipe |
| 691 | 150 mm dia pipe |
| 692 | 200 mm dia pipe |
| 693 | Supplying labour tools and tackles for testing of Laid CI or UPVC or HDPE or AC or DI pressure pipe up to 60 mm meter head of water all complete as per specification and direction of engeneer- in- charge. Water to supplied free of cost departmentally. |
| 694 | 100 mm dia pipe |
| 695 | 150 mm dia pipe |
| 696 | 200 mm dia pipe |
| 697 | Labour charge for one cutting of CI/DI pipe and specials including necessary tools and plants, chipping of filling surface finish as per specification and direction of E/I. |
| 698 | 100 mm dia pipe |
| 699 | 150 mm dia pipe |
| 700 | 200 mm dia pipe |
| 701 | Supplyng labour and tools for fixing CI sluice valve in trenches with a pair of C.I Tail pieces incluidng making lead caulked joints and flenged joints as per I.S specification, including supplying all jointing materials (Pig lead confirming to I.S.S 782-1978, yarn confirming to I.S.S 6587-1972 and nuts and volts confirming to I.S.S 1364-1983) including drillig holes in flanges if required as per specification and direction of E/I. |
| 702 | Sluice Valve-Dia 100 mm |
| 703 | Sluice Valve-Dia 150 mm |
| 704 | Sluice Valve-Dia 200 mm |
| 705 | Providing and constructing B.B. masonary valve chamber with 15cm thick 1:3:6 proportion PCC bedding,excludingexcavation,B.BmasoneryinCM 1:6 proportion precast RCC frame & cover, etc. completeasperdirectedby Engineer-in-charge. |
| 706 | Construction of B.W. masonary valve chamber of size (1.20X0.90X1.50) m size |
| 707 | Supplyingtool cutting road as well restoring the same as per specification and direction of E/I |
| 708 | Pucca road- |
| 709 | Water Bound Macadam Road- |
| 710 | Dismantaling plain cement or lime concrete work including stacking servicable materials in countable stacks within 15 meter lead and sisposal of unservicable materials with all leads all complete as per direction of E/I. |
| 711 | Providing PCC M-150 in nominal mix of (1:2:4) in foundation with approved quality of stones chips 20 mm - 6mm size graded and clean coarse sand FM 2.5 to 3.0 including screening shuttering mixing cmenet concrete in mixer and placing in position vibrating striking curing taxes and royalty all complete as per building specification and direction of E/I. |
| 712 | Earth work in backfilling the trenches after lying of different types and sizes of pipes with earth removed during excavated within initial lead and lifts as per specification and direction of Engineer in charge. |
| 713 | GST @ 18 % |
| 714 | Labour Cess @ 1% |
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