Jharkhand Industrial Infrastructure Development Corporation Limited has published Tender For Remaining Work Construction Of Water Supply Arrangement From Ajay River To Plastic Park Campus Water Distribution System, Water Storage Reservoir Water Treatment Plant Sewage Treatment Plant (Stp) Cum Effluent Treatment Plant (Etp) And So..... Submission Date for this Tender is 03-04-2023. Waste recycling plant Tenders in devipur Jharkhand. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Intake Well With Pump House 5.00 M dia |
| 2 | Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authorityand construction of R.C.C Intake well with Pump house all complete job. |
| 3 | Earthwark in excavation of foundation trenches of toe wall spilllway ,head regulator intake well , outlet etc. as per designed section in ordinary or soft rock (where blasting is not needed ) (Vide classification of soil item-C)with disposal of soil (beyond 50M, from the edge of the trenches) with initial lead of 150 m.and lift of 1.5 mas per specification and direction ofE/I . |
| 4 | Initial lift |
| 5 | 1st lift |
| 6 | 2nd lift |
| 7 | 3rd lift |
| 8 | 4th lift |
| 9 | 5th lift |
| 10 | 6th lift |
| 11 | Earthwark in excavation of foundation trenches of toe wall spilllway ,head regulator intake well , outlet etc. as per designed section in ordinary or soft rock (where blasting is not needed ) (Vide classification of soil item-C)with disposal of soil (beyond 50M, from the edge of the trenches) with initial lead of 150 m.and lift of 1.5 mas per specification and direction ofE/I . 7th lift |
| 12 | Earthwark in excavation of foundation trenches of toe wall spilllway ,head regulator intake well , outlet etc. as per designed section in hardrock where blasting isneeded 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 150m. and initial lift of 1.5m. as per specification and direction of E/I (Excavated hard rock size should not be more than 150 lb.). |
| 13 | ProvidingP.C.C M-15 with innominal mix of (1:2:4)in foundation with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand ofF.M 2.5 to 3 ) including , screening ,shuttering ,mixing cement concrete in mixture and placing in position vibrating striking curing taxes and royality all complete as per building specification and direction of E/I. |
| 14 | Providingand laying in situ cement concrete of trap / granite / quartzite / gneiss metal for RCC work in foundation like raft , grillage , strip foundationand footing of RCC columns and steel stanchions including normal dewatering , plywood from work bully / steel propups compaction , finishing and curing etc. complete . (By weigh batching and mix design for M-25andM-30only .Use ofL& T , A.C.C. , Ambuja , BirlaGold , Manikgad Rajasreeetc. cement is permitted .) (excluding M.S or Tor For RCCM-20 |
| 15 | Providing and casting in situ cement concrete of trap / granite / quartzite / gneiss metal of approved quality for RCC work as per detaileddrawing and designs or as directed by Engineer - in- charge including normal dewatering centering plywood form work , bully/steeel prop-ups compaction finishing the formed surfaces with CM 1 : 3of sufficintminimum thickness if special finish is to be provided and curing etc. complete . (By weigh batching and mix design for M-25andM-30only .Use ofL& T , A.C.C. , Ambuja , BirlaGold , Manikgad Rajasreeetc. cement is permitted .) (excluding M.S or tor reinforcement )forRCC M-300 gradevertical walls |
| 16 | Providing and casting in situ cement concrete of trap / granite / quartzite / gneiss metal of approved quality for RCC work as per detaileddrawing and designs or as directed by Engineer - in- charge including normal dewatering centering plywood form work bully /steel prop-ups , compectionfinishing the formed surface with CM1:3 of sufficient minimum thickness if special finish is to be providedand curing etc. complete ((By weigh batching and mix design for M-25andM-30only .Use ofL& T , A.C.C. , Ambuja , BirlaGold , Manikgad Rajasreeetc. cement is permitted .) (excluding M.S or tor reinforcement ) for RCC M-250 grade Beam |
| 17 | Providing and casting in situ cement concrete of trap / granite / quartzite / gneiss metal of approved quality for RCC work as per detaileddrawing and designs or as directed by Engineer - in- charge including normal dewatering centering plywood form work , bully/steeel prop-ups compaction finishing the formed surfaces with CM 1 : 3of sufficintminimum thickness if special finish is to be provided and curing etc. complete . (By weigh batching and mix design for M-25andM-30only .Use ofL& T , A.C.C. , Ambuja , BirlaGold , Manikgad Rajasreeetc. cement is permitted .) (excluding M.S or tor reinforcement )forRCC M-20 grade.For roof slab |
| 18 | Providing RCCM250 with nominal mix in columns withapprovedqualityofstone chips 20mmto6mmsize graded and clean coarse sand ofFM,2.5 to 3 including shuttering, mixing cementconcreteinmixerand placinginposition,vibration, striking, curing (but excluding thecostofreinforcement ) taxes and royaltyall complete jobasperspecificationand direction of E/I. |
| 19 | Providing RCC M - 20 with nominalmixinbeamsof all types with approved quality of stone chips 20mm to 6mm sizegradedandcleancoarse sandof FM, 2.5 to 3 including screening,shuttering,mixing cementconcreteinmixerand placinginposition, vibration, striking, curing(but excluding the costofreinforcement ) taxes androyaltyall complete jobasperspecificationand direction of E/I. |
| 20 | Providing RCC M - 20 with nominal mix inroofslab with approved ) of stone chips 20mm to 6 mmsizegradedandclean coarsesandof 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 specification and direction of E/I |
| 21 | Providing 63 mm average thick RCC M- 25 with nominal mix of (1:1.5.3) 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 including , shaking drip coarse in concrete screening centering shuttering , mixing cement concrete in mixer and placing in position , vibrating , striking , 6 mm thick cement plaster (1:4) with sand of FM 1.5 curing (excluding the cost of reinforcement ) taxes and royalty all comlete as per building specification and direction of E/I |
| 22 | Suttering and centring |
| 23 | Providing TMT reinforcement (TOR steel) 8mm to 16 mmas per approveddesigndrawing , removalo frust cutting , bending, bindingincluding supplying annealed wire placing MS rods in position all complete job asper specificationanddirectionof E/I. |
| 24 | Providingdesignation75 A brick workinCM 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 |
| 25 | 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. |
| 26 | Supplying fitting&fixing collapsible gate of approved size and make properly fabricated with vertical double channel 20x10x2mm, at 100mm centres and braced with MS flat diagonals 20x3mm with top and bottom rails of T irons 40x40x6mm with 38mm dia steel pulleys complete with bolts nuts locking arrangements, stoppers, handles, including applying a priming coat of red lead paint, carriage, hoisting and taxesall complete as per b u i l d i n g s p e c i f i c a t i o n & directionof E/I . |
| 27 | 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. |
| 28 | Providing 6 mm thick cement plaster (1:4) in ceiling of P/H& jack well with clean coarse sand of FM 1.5includingscreening,curing with allleadsandliftofwater, scaffolding taxes and royalty all complete as per building specification and direction of E/I |
| 29 | Providing12 mm thick water proof cement plaster (1:3) with clean coarse sand ofFM 1.5 with5 % cicoor or any other approved water proofing compound including screeningcuring with all leads and lifts of water scaffolding taxes and royalty all tex etc. complete job as per buildingspecification and direction of E/I |
| 30 | Providing two coat of snowcem ofapprovedshade andmake overacoatofcementofprimer on newsurfaceincluding preparingthe plastered surface smoothwith sand paper,scaffolding, curingand taxesallcomplete as per building specification and direction of E/I |
| 31 | Providing two coat of painting with ready mixed paint of approved shade and make over steel surface thoroughly cost of scaffolding and taxes all complete as per building specification and direction of E/I |
| 32 | Providing & fixing R.S joist ISMB 300 x 140 mm size fitting and fixing in possion including cutting to required in shape and size, its carrage applying a priner coat of red lead paint etc. all complete job and direction of E/I 2 x 5.6 = 11.20 @44.2 kg / m = 495.04kg 1st floor |
| 33 | 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 |
| 34 | 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. |
| 35 | CI / MS Rose piece |
| 36 | Providing and Fixing in Positionof 20 mm dia M.S. bar Step with proper anchorage, etc. and providingand applying 3coats of ant- corrosive paint , etc. completeas directed by Engineer in charge. |
| 37 | Earthwark in back filling foundationtrenches or back filling of masonary structures with suitable earth in layers not exceding 150 mm thick well watered rammed and fully compacted and finaly dressed with earth obtained from excavtion of foundation and kept at a lead of 30 m and initial lead of 1.5 m complete as perspecification and direction of E/I . |
| 38 | Carriage of material from divisional store are kiln side or quality side to work including contractor profit loading ,unloading transportation are complete . Cement10KM lead |
| 39 | Steel10KM lead |
| 40 | Sand36KM lead |
| 41 | Bricks6KM lead |
| 42 | Stone/Stone Chips11KM lead |
| 43 | Gangway 120 M long and 3.0M wide Earthworkinexcavationof foundationtrenchesof 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 upto300 mmsize and disposal of the same (beyond50 Mawayfromthe edge ofthe trenches) with ininitial lead of 150 Malllifts of 1.5 M as per specification anddirection of E/I. Initial lift |
| 44 | Gangway 120 M long and 3.0M wide Earthworkinexcavationof foundationtrenchesof 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 upto300 mmsize and disposal of the same (beyond50 Mawayfromthe edge ofthe trenches) with ininitial lead of 150 Malllifts of 1.5 M as per specification anddirection of E/I. 1st Lift |
| 45 | Earthwark in excavation of foundation trenches of toe wall spilllway ,head regulator intake well , outlet etc. as per designed section in ordinary or soft rock (where blasting is not needed) (Vide clasification of soil item C) with disposal of soil (beyond 50 m from the edge of trenches) with intial lead of 150 m.and lift of 1.5 mas per specification and direction ofE/I. |
| 46 | E/W in excavation of foundation trenches of toe wall spilllway ,head regulator intake well , outlet etc. as per designed section in hardrock where blasting isneeded 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 150m. and initial lift of 1.5m. as per specification and direction of E/I (Excavated hard rock size should not be more than 150 lb.). .5 x 2 x 1 x 5 = 50 |
| 47 | ProvidingP.C.C M-150 with nominal mix of (1:2:4) in foundationwith approved quality ofstone chips (20 mm to 6 mm size graded and clean coarse sand of 2.5 to 3 including screening shuttering mixing cement concrete in mixer and placing in position vibrating , striking curing taxes and royalty all complete job of asper buildingspecification and direction of E/I. |
| 48 | Providingand laying in situ cement concrete of trap / granite / quartzite / gneiss metal for RCC work in foundation like raft , grillage , strip foundationand footing of RCC columns and steel stanchions including normal dewatering , plywood from work bully / steel propups compaction , finishing and curing etc. complete . (By weigh batching and mix design for M-25andM-30only .Use ofL& T , A.C.C. , Ambuja , BirlaGold , Manikgad Rajasreeetc. cement is permitted .) (excluding M.S or Tor in RCCM-20 |
| 49 | Providingand castingin situ cement concrete of trap / granite / quartzite / gneiss metal of approved quality forRCC workas per detailed drawing and designs or as directed by Engineer in chargeincluding normal dewatering ,centeringplywood from work bully / steel prop-ups, compaction , finishing the formed surfaces with CM 1:3of sufficient minimum thickness if special finish is to be provided and curing etc. complete. (By weigh batching and mix design for M-250 and M-300 only . use of L&T , A.C.C , Ambuja ,Birla Gold , Manikgad , Rajashree etc. cement ispermitted )(excluding M.S or Tor reinforcement ) |
| 50 | Providingand castingin situ cement concrete of trap / granite / quartzite / gneiss metal of approved quality forRCC workas per detailed drawing and designs or as directed by Engineer in chargeincluding normal dewatering ,centeringplywood from work bully / steel prop-ups, compaction , finishing the formed surfaces with CM 1:3of sufficient minimum thickness if special finish is to be provided and curing etc. complete. (By weigh batching and mix design for M-250 and M-300 only . use of L&T , A.C.C , Ambuja ,Birla Gold , Manikgad , Rajashree etc. cement ispermitted )(excluding M.S or Tor reinforcement ) |
| 51 | Providing and casting in situ cement concrete of trap / granite / quartzite / gneiss metal of approved quality for RCC work as per detaileddrawing and designs or as directed by Engineer - in- charge including normal dewatering centering plywood form work bully /steel prop-ups , compectionfinishing the formed surface with CM1:3 of sufficient minimum thickness if special finish is to be providedand curing etc. complete ((By weigh batching and mix design for M-25andM-30only .Use ofL& T , A.C.C. , Ambuja , BirlaGold , Manikgad Rajasreeetc. cement is permitted .) (excluding M.S or tor reinforcement ) for RCC M-25 grade Beam |
| 52 | Providing RCC M-200(1:1.5: 3) in roof slab with approvedQuality ofstone chips 20 mm to 6 mm size graded and and clean coarse sand of F.M 2.5to 3.0including screening ,shutteringmixing cement concrete ,in mixer and placing in position ,vibration , strinking curing (but excluding the cost of reinforcement taxes in roylaty all complete job as per building specification and direction E/I |
| 53 | Providing M.S. reinforcement of 8mm, 10mm, 12mm & 16mm dia. bar (tor steel) as per approved design, drawing, re-moval of rust, cutting, bending, binding including supplying annealed wire, placing M.S. rods in position all complete as per Specification and direction of E/I. |
| 54 | Providing12 mmthickcement plaster(1:4)withapproved qualityofsandofrequisite F.M.1.5w a s h e da n d screened including curi n g , scaffoldingwhereverrequired and its removal royalty and all taxes etc. complete job as per specification & direction Of E/I. |
| 55 | Providing6 mm.Thickcement 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. |
| 56 | 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.pipesof medium class variety as horizontal &painting 3 coatsofoilpaintover 1 coatof anticorrosive paint of approved colour& shadeincludingcost ofalllabour,transporting bends to curved shape, etc. complete. |
| 57 | 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. |
| 58 | Carriage of materials from divisional store or kiln site or quarry site to work site including contract profit, loading, unloading, transportation, etc. all complete. |
| 59 | Cement10KM lead |
| 60 | Steel 10KM lead |
| 61 | Sand 36KM lead |
| 62 | Stone/Stone Chips11KM lead |
| 63 | Mechanical & Electrical Work at Intake well |
| 64 | Supply, installation, testing and commisssioning of vertical turbine pumpsets with allied equipment as under (Please refer to Section 5,Sl. 2.4of SBD) |
| 65 | Vertical Turbine Pump [make: Kirloskar/WPIL/ Mather & Platt/Jyoti] as per IS: 1710, SIC of VT pump set , having Bronze Impeller, Stainless steel shaft, MS column pipe, line shaft, etc. capable of discharging67.29 LPS against the head of 43 m coupled with energy efficient TEFC squirrel cage induction motor (IE3) as per IS 12615, having 15% more BHP than pump, operated on 3 Phase, 415V, 50Hz & A.C. Supply having 4 pole & 1500 rpm [make:Kirloskar/ ABB/ Crompton Greaves/ Marathon] all complete along with all arrangements for required discharge & head, base plate & other accessories such as suitable coupling, spider bearing, foot value with strainer, sluice valve(PN-1.6), NR valve, reducer, pressure gauge, specials, PCC foundation, nut & bolts, piping works for suction & delivery pipe, fitting & fixing with common header, etc. all complete required for the job.(As per the Indian standard and Instruction of E/I.) |
| 66 | Discharge-67.29 LPS and Head- 43m (1W+1S) |
| 67 | Supplying and erecting Fully Automatic Star Delta starter to operate squirrel cage induction motor working on 380- 440 Volt, 3 phase, 50 Hz with no volt coil, over load element, and ON - OFF push buttons, with necessary material and connected to supply, etc complete. Starter with original sheet steel encloser. |
| 68 | Supply, installation, testing and commissioning ofLT Power Distribution Panel for Raw Water to be installed at Intake Well Pump House:- Floor mounted cubicalLT Panel board fabricated with MS sheet of suitable guage and size, dust and vermin proof and painted consisting of proper power distribution 4 pole 250A copper busbar, 1 no. incoming feeder of 250A MCCB & 3 nos. outgoing feeder of 160A MCCB for pump sets including spare feeder and 2 nos. 32A MCB & 2nos. 63A MCCB outgoing feeder for lighting and utility, selector switches, Volt-meters, Ampere-meters, indicator lamps etc. all complete with internal wiring, including all types of protection units/relays & meters (MFM) and capacitor banks of proper KVAR for Power Factor control, etc.all complete with internal wiring with control cables all complete as per site requirement and IS. |
| 69 | Supplying and erecting 120 sqmm XLPE / PVC insulated, armoured cable 1100 V grade with ISI mark Three and half core, stranded aluminium conductor with 6 mm thick 25 mm width M.S. spacer with G.I. Earth wire 6 sq mm, complete erected on wall / on pole with 25 X 3 mm M.S. clamps or in provided trench in an approved manner from Transformer to LT panel. |
| 70 | Supplying and erecting 35 sqmm XLPE / PVC insulated, Unarmoured cable 1100 V grade with ISI mark Three core, stranded Copper conductor erected on wall / on pole in provided trench in an approved manner fromLT panel to Motor. |
| 71 | Cost of earthing as per IS 3043 for each motors. With all equipment & materials required for earthing e.t.c all complete. |
| 72 | Providing, erecting75 KVA Servo Controlled Automatic Voltage stabiliser suitable for output voltage of 415 Volt +/-1%, 3 Ph, 50 Hz, with copper wound transformer (oil cooled). The stabilizershall be incorporated with protections and indications like Over Voltage / Under Voltage, Single Phasing, Cut off contactor with electronic output sensing unit, including change over switch, Earthing, t-oil, etc. all complete. |
| 73 | Cost of construction DP structure in PCC Pole for Transformerwith different type of MS channels, M.S. angles, brackets, insulators, AB Switch, three set of horn gap fuse, DO fuse and lightening arrester, nut bolts, fabrication work required for the job, cost of earthing of transformer (Two nos., one no. for neutral and one for body) with all required material labours, cost of providing disc & pin insulator for HV and LV side of the transformer, testing of dielectric strength of transformer oil etc. for transmission of power. All complete job as per I.E. rules. |
| 74 | Providing, erecting triple spur gear type 3 Tonne Chain Pulley Block 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. |
| 75 | Providing internal and external lighting by wiring and installing lumenaries with suitable Wattage of LED light fittings in pump house, gangway, etc. all complete for Raw Water Plant. |
| 76 | Supplying, Installation and erecting ofLightening Arrester at pump house of approved make and Fire extinguisher & First aid box, etc. at Pump house. |
| 77 | RawWater Rising main. |
| 78 | Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authorityand Laying of Raw & clear water Rising Main (Please refer to Section 5,Sl. 3.0 of SBD) |
| 79 | Providing and SupplyingISI markcentrifugally cast (spun)ductileiron pressure pipefor waterworks with socket a n ds p i g o t e n d s confirmingtoIS8329/2000 in standard workinglengthsof 4.5,5.5&6.0M for clasification K7 & K9 suitable forpush- on - joint (Rubber gasket Djointing) with cementmortarlining inside the pipes with outside zinc and bituminous coating includingtransportation, inspectioncharges taxes & duties contractor profit and over head charge etc.(including cost of 1 no. gaskate for each pipe. |
| 80 | DI Pipe 300 mm dia Class K-9 |
| 81 | ProvidingandsupplyingISI standardD.I. specials& fitting withsealingrubbergasketof S.B.R.completewithcastiron follower gland and M.S. nut & boltscoatedorotherwise protected from rusting and suitable for D.I. pipes includingcomplete as per I.S. 9523 class K12 (Ex factory Rates) Incpection charges Transpotation. |
| 82 | Providing and Supplying ISI mark CI D/F reflux valves (non return valves) of following dia inspection charges unloding from railway wagon, loading into truck, transportation upto departmental stores/ site, unloding, stacking etc. complete. Reflux valves as per I.S. 5312 Part l (1984) Without bypass arangement PN-1.6 300 mm Dia |
| 83 | ProvidingDouble Flanged SluicevalveconfirmingforIS 2906/14846including worn gear arrangements as per test pressurestainlesssteel spindle, caps including all transportation etc.complete . (without bypass Arrangement ) |
| 84 | Sluice valve PN 1.6 300 mm dia |
| 85 | Scour valve |
| 86 | PN 1.6 100 mm dia |
| 87 | 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 . |
| 88 | Single Ball Flanged / screwed TypeP.N 1.6 Dia- 50 mm |
| 89 | EarthWorkinexcavation(As perI.S.3114/1965)for layingofDifferenttypesand sizeofpipessoastogiveone meteraveragecoveroverthe socketofpipewithdisposal of excavated earth within initialleadandliftas per specificationand directionof Engineerin-charge(b) For classification of soil item -B |
| 90 | 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 150 m and initial lift of 1.5 m as per specification amnd direction of E/I. |
| 91 | Supplying labours, tools , tackles, lubricant etc for laying andjointing C.I.S/S Tyton pipes (class L A/DI) trenches supplying rubber gasket (Rubbergasketsconfirmingto I.S.S.-5382-1969)andmakinggasketjoint sincluding providing night guard ,barrier andredlighttosafeguard against accident ,allcomplete ( Pipe tobe supplied departmentally free of cost and layingofpipesistobedoneas per (I.S.S.3114-1985) asperdesign, specification and direction of E./I. (without cost of rubber gasket) |
| 92 | 300 mm dia DI K-9 |
| 93 | 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). |
| 94 | 50 mm dia |
| 95 | Supplying Labour and tools for fixing C.I. sluice valve in trenches withapairofC.I.Tail pieceincludingmakinglead caulked jointsandflanged jointsas perI.S.S .specification , including supplyingalljointingmaterials (PigleadconfirmingtoI.S.S. 782-1978, yarn confirming to I.S.S.6587–1972 andnuts andboltsconfirmingtoI.S.S. 1364 –1983)includingdrilling holes in flanges if required as perspecification anddirection ofE/I.(Sluice valve andpieces tobesupplied departmentally free of cost). |
| 96 | Sluice valve PN 1.6 300 mm dia |
| 97 | Scour valve PN 1.6 100 mm dia |
| 98 | Earthwork inbackfilling the trenchesafterlaying different typesandsizes of pipes with earth removed duringexcavationwithininitial leadandliftasperspecification and directionof Engineer-in - Charge(for classification ofSoilitemA&B) |
| 99 | Supplying Labour ,tools and tackles for testing of laid C.I / DI or U.P.V.C or H.D.P.Eor A.C pressurepipe up to 60 meter head of water all complete as per specification andection of E/I (Water to be supplied free of cost |
| 100 | 300 mm Dia Pipe |
| 101 | Labour charge for one cutting of C.I/ D.Iand specials including suppying supplying , necessary tools and plants ,chipping or filling the surface finish as per specification and direction of E/I |
| 102 | 300 mm Dia Pipe |
| 103 | Construction of B.W. masonry valve chamber of size 1.50 x 1.20 x 1.80 mt. as per enclosed annexure |
| 104 | Supply all materials & construction of Thrust Block where required |
| 105 | Infilltration Gallery |
| 106 | Earthworkinexcavationof foundationtrenchesof 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 upto300 mmsize and disposal of the same (beyond50 Mawayfromthe edge ofthe trenches) with ininitial lead of 150 Malllifts of 1.5 M as per specification anddirection of E/I. |
| 107 | Initial lift |
| 108 | 1st lift |
| 109 | 2 nd lift |
| 110 | For Header Pipe |
| 111 | Initial lift |
| 112 | 1st lift |
| 113 | 2 nd lift |
| 114 | Providing at siteof works ISI standardwelded D.I Double flanged pipe excluding GSTLevied by GOI & GOM inall respect ,Railway Frieght … Complete as directed by EIC (for-2.75m bore pipe) |
| 115 | For Header M.S. pipe 450mm dia.8 mm thickness |
| 116 | Design and Supply ofV-wire screen laterals Suitable for infiltration Gallary as per site condition and detail provided. End Connection - Suitable Flange including taxes and transporation. |
| 117 | 250 mm dia |
| 118 | Lowering laying and jointing MS/ slotted pipes of following diameters includingall leads and lifts , cost of jointing material ,labour etc. complete as directedby Engineer- in -charge. |
| 119 | Header pipe 450mm dia. |
| 120 | Perforeted/slotted pipe 250mm dia. |
| 121 | Providing ,lowering ,laying and placing in position,shrouding material for porous pipe gallery / slotted pipe gallery /trench gallery with all leads and lifts involved including transportationof materials to site of worksscreening and washing of materials and placing in position with given section , etc. complete as directed by Engineer- in - charge. |
| 122 | For 40 mm Pebbles |
| 123 | 12 mm to 20 mm Pebbles |
| 124 | 6 mm to 12 mm Pebbles |
| 125 | D.I. fitting special leg 300 mm tee etc. |
| 126 | Filling in foundation trenches and plinth in layers not exceeding 150 mm thick well watered , rammed ,fully compactedand fine dressed with earthobtained after cutting within a leadof 50 M and lift of 1.5 m all complete as per building specification and direction of E/I total earth work (made of measurement compacted volume ). |
| 127 | Coffer Dam |
| 128 | Providing,constructing coffer damin riverbasin / dam storagesaspertypedesign includingexcavation,fillingthe middle portion with B.C. soil (in gunny bags ifrequired). Providing impervious/ semimpervious materials on bothsideofB.C.soil(ingunny bagsif required)including ramming , compacting to satifaction of Engineer-in-charge, tillthe completion of work including dismantling coffer dam after completionofworksand disposingoff material as directedbythe Engineer-in-charge. |
| 129 | Intake |
| 130 | Gangway |
| 131 | Infilltration Gallery |
| 132 | Dewatering the excavated trenches and pools of water in the building trinches/pipe line trenches , well works by using pumps and other devices including disposing off water to safc distence as directed by Engineer- in -charge (including cost of machinery , labour fuel, etc. complete |
| 133 | Intake |
| 134 | Gangway |
| 135 | Infilltration Gallery |
| 136 | Operation & Maintenance for One years |
| 137 | Electricity charges for 1 year |
| 138 | As per SBD Section - 5 Clouse 9.10 |
| 139 | Construction of Raw Water Reservoir with pump house Designing (aestheticalyy) , and Constructing Rcc ground Service reservoirs / RCC sumps in M-300 mix of required capacity including excavation in all types of strata foundation concrete container walls, bottom slab top RCC roof slab / or dome, 20 mm thick cement plaster with water proofing compound in CM 1:3 proportion to inside face of the container including epoxy paint from inside including refilling and disposing of surplus stuff within lead of 50M, all labour and material charges for laying and jointing of pipe assembly for inlet, outlet, washout, overflow and bye pass arrangement consisting of C.I / MS D/F pipes, specials and valves of given diameter providing and fixing accessories such as MS ladder inside and outside, CI manhole frame and cover, water top slab, BB masonry chamber for all valves, ventilating shafts, including giving satisfactory hydraulic test and water tightness test as per IS code and providing three coat of cement paints to all expose surface of structure including roof structure etc., complete as per design data, criteria, obligatory requirements and detailed specifications. Anti-termite treatment shall be given for under ground portion of the structure TheDesignshall be in accordance with various relevant IS specfications (I.S 456/2000, I.S 875-1987,I.S.3370-1965 or revised) Only MS bars grade I confirming to IS 432 Part I or high yield strength deformed bars conforming to IS 1786 or IS 1139 shall be used, Grade II MS bars shall not be used Entire structure shall be in M-300 only The scope of pipe assembly work shall be upto 5 meters beyond outside face of the wall, cost of pipes valves and specials is not included in the rate but labour cost for laying and jointing is included |
| 140 | The G.S.R / Sump above 15 lakh litres capacity shall be in two compartments The job included designing the structure for up lift pressure and dewatering required during entire execution and disposal of surplus excavated stuff within lead of 50 metres as directed by Engineer in charge. If up lift considered in design then these rates shall be increased by 7.5% G.S.R outlets shall be with bell mouth of approved pattern in bottom slab and cost of designing bell mouth is included in the rate Sump well includes cost opf suction pit required at bottom For pipe diameters upto 300 mm only CI pipes and CI specials shall be used. For pipe diameters above 300 mm M.S pipe and specials minimum 10mm thick shall be used with proper anti corrosive epoxy treatment from inside and outside Cost of pump house is not included inthese rates Above rates are applicable for Seismic Zones 2,3 and 4 75%part rate shall be payable for reinforced concrete and plasteringitemsofall types of G.S.R sand sump stillsatisfactory hydraulictestingforwater tightnessisgiven;andtillthat workshallbetreatedas incomplete 10% shall be added for sump if over head pump house is proposed Note: Conditions from S.No 1 to 11 shall form a part and parcel of tender and must be included in the draft tender papers for work of R.C.C G.S.R and sumps Cost of 15,00,000 litres capacity (1500 KL) |
| 141 | Add for capacity above 1500 KL, 8550 KL (8550KL) |
| 142 | 10% shall be added over the cost of GSR for sump where over head pump house is proposed |
| 143 | Add 15% LS of cost of pipe, Specials and valves required for inlet , outlet washout, over flow, bypass arrengment, Epoxy painting Etc |
| 144 | Mechanical & Electrical Works at Raw water Storage Tank Centrifugal Monoblock Pump Set Providing, erecting and giving test of Centrifugal Monoblock Pump set confirming to IS 9079 operating at 2900 RPM with CI impeller, priming funnel, cock, suitable flanges at suction and delivery side. Pump shall have common shaft for pump and motor. Motor shall be suitable for working on 415 V +- 10%, 3 Ph, 50 Hz A.C. Supply motor shall be TEFC type. Pump set shall be suitable for working at various discharge and head requirements. Pump shall be erected on provided C.C foundation block with suitable foundation bolts grouted in CC foundation block. 20 HP |
| 145 | Supplying and erecting, assembled Fully Automatic Star Delta Starter, in a provided cubical panel to operate squirrel cage induction motor working on 380-440 Volt, 3 Phase, 50 Hz with no volt coil, over load relay and ON-OFF push buttons, with necessary material and connected to supply, etc complete. >12.5 HP & Up to 20 HP |
| 146 | Supplying Single Girder Electrically Operated Circular/ Rectangular opverhead Travelling Crane with 6 m lift complete with wire rope hoist, Class II duty, all three motions electrically operated by suitable rating motor IP 54, control panel and down pendant control block.5 Tonne capacity above 6m to 8m span |
| 147 | Supplying triple spur gear type chain pulley block suitable for capacity as below with 6 m lift complete with load chain and hand chain suitable for above lift, tested to 50% over load as per IS 3832 carrying ISI mark with travelling trolley etc 3 Tonne Capacity |
| 148 | Providing, erecting and fixing square bar of EN 8 as rail for over head crane on provided track girder / continuous corbel beam including supporting plate and J bolts |
| 149 | Supplying and erecting 200 kVAr, 440 V 3 phase, 50 Hz., thyrister switched micro APFC passive filter panel, consisting of suitable steps of APP type capacitor units with harmonic filter reactors, as per specification no CP-ED/APFC |
| 150 | Providing, erecting and commissioning out door type copper wound transformer continuously rated for 3 Ph, 50 Hz, at full load and temp. rise not exceeding 45º C by thermometer in oil and 50ºC by the resistance in winding after continuous run at full load rating, the transformer should have oil immersed winding having vector group DY 11, HT side connected in Delta and LT side connected in Star with neutral brought out connected to provided separate earthing. The transformer shall have power terminal arrangement, bushings / cable end box on HT side and cable end box on LT side. 2 Nos. channels with stoppers shall be provided and fixed on the provided plinth for mounting the transformer. The transformer should have following standard fittings. Transformer shall be of latest manufacturing standards as per amended IS specifications and the Load & No Load losses shall be limited to the values given below or as per IS or Norms issued by MSEDC Ltd whichever are lower.Power Transformer 11000/433 volts With off load Tap Changer – 12.5% to +2.5% in steps of 2.5%. 630 KVA (No load loss 1000w and load loss 7000w) |
| 151 | Supply, installation and commissioning of LT switch disconnect or Isolator (TPN) of suitable ratedSwitch Disconnector IS: 13703 and IS: 13947(Part-3) IEC : 60947-3 Door interlock & padlock facility with S.S. Enclosure |
| 152 | Supplying XLPE / PVC insulated, armoured cable 1100 V grade with ISI mark Three and half core, stranded aluminium conductor with 6 mm thick 25 mm width M.S. spacer with G.I. Earth wire 6 sq mm, complete in an approved manner as per IS 70983.5 core 240sq mm |
| 153 | Supplying HT Aluminium three core cable XLPE insulated ,insulation screened with extruded semi conducting compound in combination with copper tape (0.3 kA for 1 sec.) cores laid up inner sheath of PVC tape ,galvanised steel flat strip armoured,and overall PVC sheathed cable conforming to IS :7098 /II/85 with latest amendments 3 core 240sq mm |
| 154 | Cost of cable jointing kit making indoor termination and outdoor termination with suitable joints along with cable trays where ever required etc. all complete |
| 155 | Providing, erecting electric Valve actuators totally enclosed, weather-proof and dust proof construction with IP-67, protection class suitable for installation in any position without lubrication, leakage or other operational difficulty with special grease filled gear box and hand wheel for emergency manual operation which will automatically dis-engage on restoration of power to motor and with 10 watt single phase space heater and continuous local mechanical position indicator and individually replaceable counter gear assembly and with two torque and four limit switches with S.S. flap and operated with gear driven cams and of rating 250 Volt, 5 Amp, AC/DC, torque switch dial and with TEFC squirrel cage induction motor working on 440 Volts +/- 10%, 3 phase, 50 Hz AC of intermittent duty rating S-2, insulation class "F" and temp rise restricted to class "B" with IP - 67 protection class suitable for DOL starting and with three thermostat and 30% over load margin. The torque rating of reduction gear box shall be atleast 1.5 times max. torque required for opening and closing of valve with integral starter for ON & OFF operation. Electric Valve Actuator for non rising spindle type sluice valve, PN 1 & PN 1.6 rating For Valve Size (300 mm dia) |
| 156 | Electromagnetic Flow Meter Supply, installation, testing and commissioning of Electromagnetic Flow Meter etc.As per ISO 4064 for RAW/Pur water with accuracy +/-0.5% of measured vaue & protection as per given specifications for size 100 mm-1000 mm including sensor transmitter surge sreestor cable GI duct if suitable size foe 25 m built in GSm (with simcard and its charges valid for 36 months) including pipe cutting, levelling and installation of flow meter in the pipelines with necessary tools tackles cranes including 36 months gurantee etc complete as may be required at site & based on tech specs 300 mm dia |
| 157 | Cost of drawing 11 KV HT overhead electric Line on Rail poles with suitable ( DOG ) ACSR Conductor from the nearest grid upto ESS for Raw Water and making DP including cost of PTs & CTs and cost of taking clectrical connection from JSEB |
| 158 | Raw Water Rising Main of300 mm Dia DI K-7 Pipe @ 150 m Providing & Supplying centrifugally ISI Mark Centrifugally cast (spun)ductileiron pipe of 100mm and above all diameter for water works with socket and spigot ends confirmingto IS8329/2000 in standard working lengths of 4.5, 5.5 & 6 m suitable for classification K-7 suitable for pushon joint (Rubber gasket D jointing) with cementmortar lining oninside surface and outside zinc and bituminous coating. Including all other taxesinsurance carriageto work site with loading Unloading etc. Including inspection charges and all complete (Including carriage up to 260km). Class K-7 300mm |
| 159 | Supplying labours, tools and tackles for testing of laid CI/UPVC/HDPE/ AC pressure pipes upto 60 m head of water all complete as per specification and direction of E/I450mm |
| 160 | ProvidingandsupplyingISI standardD.I. specials& fitting withsealingrubbergasketof S.B.R.completewithcastiron follower gland and M.S. nut & boltscoatedorotherwise protected from rusting and suitable for D.I. pipes including ED, CST all taxes e t c . complete as per I.S. 9523 (Including 10% C.P and 5% OHC) as per item-4 100 to 300mm dia. |
| 161 | ProvidingDoubleFlanged Sluice valve confirmingfor IS2906/14846including worngeararrangements as per test pressure stainless steel spindle caps including all taxes transportation etc.complete. With including 10% CP with E.D With byepass arrangement. Sluice valve PN 1.6 300mm |
| 162 | Providing and supplying Kinetic Double Orifice type Air Valves confirming to IS 14845 as per MJP’s standard specifications combined with screw down isolating valve, small orifice elastic ball resting on a gun metal orifice nipple, large orifice vulcanite ball seating on moulded seat ring, inlet face and drilled, including insurance, third party inspection charges, loading, unloading, transportation upto departmental stores, excluding GST levied by GOI & GOM in all respect etc. complete Kinetic Air Valve Flanged P.N. 1.6 Type - PN -1.6 100 mm dia. |
| 163 | EarthWorkin excavation (AsperI.S.3114/1965) for laying of Different typesandsizeofpipessoas togiveonemeteraverage cover over the socket of pipe withdisposalofexcavated earthwithin initiallead and liftasperspecificationand directionofEngineerin-charge (b) For classification of soil item -B |
| 164 | Earthworkinexcavationof foundationtrenchesasper designed section inordinary or soft rock (vide classification of soil item C ) and disposel of excavated material so obtained (50 m awaty from the edge of the trenches ) with ininitial lead of150 m and initial lift of1.5 Masper specification and direction of E/I.(in ordinary or soft rock where blasting is not required) |
| 165 | Supplying labours, tools, tackles, lubricant etc. for laying and jointing C.I.S/S tyton pipes (class LA) /D.I. pipe in trenches supplying rubber gasket (Rubber gaskets confirming to I.S.S.- 5382- 1969) and making gasket joints including providing night guard,barrier and red light to safe guard against accident, all complete (Pipe to be suppllied departmenatlly free of cost and laying of pipes is to be done as per I.S.S.3114-1985) as per design, specification and direction of E/I. Class K-7 300mm |
| 166 | Labour charge for one cutting of DI / CI pipes and specials including supplying, necessary tools and plants, chipping or refilling the surface finish as per specification and direction of E/I Class K-7 300mm |
| 167 | Supplying labour & tools for fixing Kinectic double orific typeAir valve in trenches as per specification and direction of E/I. ( Air valve to be supplied departmentally free of cost). 100 mm dia. |
| 168 | Supplying Labour and tools for fixing cI sluicevalve trenches withapairofcITailpair including making) flanged joints asperI.S.specification, includingflanged joints as per IS specification confirming to I.S.S. 782 – 1978confirming to I.S.S. 6587 – 1972 and nuts andboltsconfirmingtoI.S.S. 1364 – 1983).Includingdrilling holes in flanged if required as perspecification anddirection ofE/I.(Sluice valve andpieces tobesupplieddepartmentally free of cost). 300 mm dia |
| 169 | Supplying tools and cutting road as well restoring the same as per specification and direction of E/I. (a) Pucca road (except black top only taken out materials to be used) For cutting road as per requirement. Approx 80% of Pucca Road |
| 170 | Dismantling of Cement Concrete Pavement (Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately) |
| 171 | Providing ,coarse clean sand in fillinginfoundationtrenches/in plinthincluding ramming & watering in layers not exceeding 150 mm thick with all leads & lift, including cost of all materials,labour,royalty& taxesallcompleteasper b u i l d i n g s p e c i f i c a t i o n & direction of E/I. |
| 172 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed,placed in foundation and compacted by vibration including curing for 14 days.) |
| 173 | Providing designation 75A one brick falt soling joint filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I. |
| 174 | Providing, Fixing and supplying ISI mark CI D/F reflux valves (non-return valves) of following dia including all taxes (central and local), railway freight, inspection charges unloading from railway wagon, loading into truck, transportation upto departmental stores/ site, unloading, stacking etc. complete. Reflux valves as per I.S.5312 Part I(1984). 300mm (PN-1.6with byepass arrangement.) |
| 175 | Lowering, laying and jointing in position following C.I. D/F Reflux valves, Butterfly valves and Sluice valves including cost of all labour, jointing material, including nut bolts and giving satisfactory hydraulic testing, etc. complete. (Rate for all class of valves) 300mm dia |
| 176 | Earthwork inbackfillingthe trenches after layingdifferent typesandsizesofpipes with earthremoved duringexcavationwithin initialleadandlift asperspecificationand directionofEngineer-in-Charge (forclassification ofSoilitemA & B ) |
| 177 | Valve Chamber with Precast RCC Covers Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B. masonry in CM 1:5 proportion precast RCC frame and cover, etc. complete as directed by Engineer-in-charge. G. As above of 1.5 x 1.5 M internal size and depth upto 1.8 M with precast R.C.C slab cover. |
| 178 | Carrage of Material Brick upto 8 km |
| 179 | Sand upto 10 KM |
| 180 | Stone Chips upto 10 KM |
| 181 | Cement Upto 5 KM |
| 182 | Cost of 4.8 MLD Water Treatment Plant Designing (aesthetically),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 ant termite treatment to entire structure below ground level ,Mechanical and Electricals components of various sub works as given below ,including necessary hydraulic testing ,structural testing ,equipment testing and trial run for 3 months,etc. complete as directed by Engineer -in-charge.(Turn-Key Job). Aeration Foundation : Plan area not less than 0.625 square meter per MLD Ventury Flume : With necessary devices, consisting of simple mechanical indicator (Pedestal type guauge). Flash Mixer : Rapid mixer device, detention time 60seconds to give velocity gradient 300 to 400 sec-I vane mixer type confirming to IS 7090 of 1985 Flocculator : confirming to I.S. 7028 of 1974 (Type -C) with detention period of 30 minutes. Clarifier : Horizontal flow circul;ar tank , detention period 2.5 hours, overflow rate 30 cubic meter per square meter per day (to be specified), Weir loading not more than 300 cubic meter per meter per day, with mechanical sludge scraper confirming to I.S. 10313/1982 with necessary inlet outlet arrangement. Rapid Sand Filters and Filter House : Filter deisgned for filtration rate of 5000 lit/m2/hr at normal flow 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 meter in width. With constant rate filtration or declining rate filtration. a) Filter sand : Effective size 0.45 to 0.70mm , uniformity coefficient not more than 1.7, nor less than 1.3,m depth of water over sand 0.75m free board 50cm gravel 0.45m indepth sand and gravel confirming to I.S. 849 (I)-77 back wash by air wash . Standard appurtenances (to be specified).rate of flow controller, fitter gauge, sand expansion guage etc. b) Wash Water Tank : capacity to be spacified and suitable to supply water to wash specified number of filter beds at a time 12 minute at 600 lit/M2/min under a head of 12 m at under drain. c) Wash water Pumps : Capacity to fill water tank in one hour with 100% stand by d) Air Blowers : Capable of delivering 600 LMP per square meter of free air, of filter area at 0.4 kg/scuare cm at the underdrains (100% stand by) for period of 5 min. Chemical House in Two Storey"s a) Ground floor to accommodate 7 days alum requirement and sundry storage (minimum 4 m height) b) First floor to accommodate alum and lime tanks chain pulley block etc. (minimum 5 m height) c) Solution Tanks : Minimum 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 indica tor mechanical agitation devices, solution feed device (Constant head device strength of solution upto 10% only) confirming to I.S.9222 part-I/1979. Pure water Sump and Pump House a) Capacity of sump : One hour of deisgned flow. b) Pump House : Pump house of required size over the sump or by the side Store House : Suitable for alum storage of three months and 7 days temporary storage , 7 days TCL requirement in mansoon with 20% extra capacity for other sundry articles Vacuum feed type chlorinators : make to be approved by MJP a) confirming to I.S. 10533- A part - II 1983 b) Rate of withdrawal c) Chlorinator and equipment and container room : to conform to I.S. 10553 Part - I 1983 d) 100% standby shall be provided By pass arrangement - C.I or MS pipes i) By passing all units of TP ii) By passing flash mixer, clariflocculator. iii) By passing flash mixer, clariflocculator and filter Disposal of waste from WTP : Safe disposal arrangement to nearby nalla including cost of pipes. For WTP of capacity 30 mld and more additional arrangement for backwash water recycle shall be provided , including sump, pumping machinery, rising main etc. complete. Drainage arrangement : To decant all units of WTP with CI pipes upto boundary of each unit and further extension with RCC pipes to nearby nalia. Electrical Installation : Both internal and external including entire plant area. |
| 183 | Mechanical & Electrical Works at WTP Supply, delivery at site with necessary packing, receiving, unloading, shifting, storing, installation, testing and commissioning of Horizontal Centrifugal Split Casting pumps with motor, CI casing and casing ring, SS 316 impeller, SS 410 Shaft and shaft sleeve, coupling guard, common base plate, foundation bolts etc. complete with all respect as per the specification. Discharge 20 to 30 LPS and head 20 to 30 M. |
| 184 | Providing, installation, testing and commissioning of Centrifugal Monoblock pump set conforming to IS 9079 , 2 pole motor operating at syncronised speed of 3000 RPM with requisite MOC impeller, priming funnel, cock, suitable flanges at suction and delivery side. Pump shall have common shaft for pump and motor. Motor shall be suitable for working on 415 V ± 10%, 3 Ph, 50 Hz A.C. Supply. Motor shall be TEFC type and Pump set shall be suitable for working at various discharge and head requirements as per scope of work. Pump shall be erected onC.C. foundation / cross channels / RSJ frame block with suitable foundation bolts grouted in C.C. foundation block etc. complete in all respect as perspecification, scope of work and direction of Engineer in Charge of following power rating, suitable for prescribed duty conditions mentioned in TD. Centrifugal Monoblock Pump set (Single Stage) 2.2 KW (3.0 HP) |
| 185 | 5.5 KW (7.5 HP) |
| 186 | Supplying and erecting, assembled Fully Automatic Star Delta Starter, in a provided cubical panel to operate squirrel cage induction motor working on 380-440 Volt, 3 Phase, 50 Hz with no volt coil, over load relay and ON-OFF push buttons, with necessary material and connected to supply, etc complete. >12.5 HP & Up to 20 HP |
| 187 | Supplying and erecting assembled DOL starter in provided cubical panel, with ON-OFF push buttons, no volt coil, over load element and required power and control wiring complete. Upto 7.5 HP |
| 188 | Manufacturing, providing and supplying spirally welded / ERW/ SAW / fabricated M. S. pipes (Commercial Quality) including procurements of plates, gas cutting to required size rolling, tack welding assembling in suitable lengths to form pipes, welding on automatic welding machine and forming ‘V’ edge on both ends of pipes including railway freight, insurance, unloading from railway wagon, loading into truck, transport to stores, unloading, stacking, excluding GST levied by GOI & GOM in all respect etc. complete as per IS - 3589 and IS-5504 as applicable as per specifications (No negative tolerance in thickness is permissible). 300 ID |
| 189 | Special for Pipe Work |
| 190 | Providing , Laying, JointingDoubleFlanged Sluice valve confirmingfor IS2906/14846including worngeararrangements as per test pressure stainless steel spindle caps including all taxes transportation etc.complete.(PN 1 withbyepass) arrangement. 200mm |
| 191 | 100mm |
| 192 | Providing, Fixing and supplying ISI mark CI D/F reflux valves (non-return valves) of following dia including all taxes (central and local), railway freight, inspection charges unloading from railway wagon, loading into truck, transportation upto departmental stores/ site, unloading, stacking etc. complete. Reflux valves as per I.S.5312 Part I(1984). 200mm (PN-1with byepass arrangement.) |
| 193 | 100mm (PN-1with byepass arrangement.) |
| 194 | Providing , erecting C.I. foot valve having single leather flap and gunmetal sealing. Valve shall be fixed on suction side of pump as per requirement including jointing material and hardware. Flanged type150mm |
| 195 | Desidning,supplying,installing,commissioning & testing with complete priming arrangements for centrifugal pumps as applicable & as required shall be done with interface with PLC panels & further to SCADA system. |
| 196 | Substation at WTP ( Transformer + Associated Structure ) Designing, Providing, Eracting, commissioning & testing of 150 KV out door type 11KV/.433 KV Transformer with associated Structure and DB complete |
| 197 | 11 KV Line upto WTP by Tapping the Feeder supplying to Head works Designing, providing, erecting, commissioning & testing of 11 KV Line upto WTP and Zone 2 Sump by tapping the 11 KV feeder coming from 33KV/11KV nearby substation and supplying to Head works JW . Complete. |
| 198 | Panel Designing, Providing, Eracting, commissioning & testing of Electrical panel for Pumps and Other Electrical Equipment including the incoming 4 pole okt Breaker |
| 199 | Supplying and erecting 200 kVAr, 440 V 3 phase, 50 Hz., thyrister switched micro APFC passive filter panel, consisting of suitable steps of APP type capacitor units with harmonic filter reactors, as per specification no CP-ED/APFC |
| 200 | Providing earthing with copper earth plate size 30X30X0.315 cm complete with all materials testing & recording the result as per spesification no. EA-EP |
| 201 | GI strip Supplying and erecting G.I. strip of required size used for earthing on wall and/or any other purpose with necessary GI clamps fixed on wall painted with bituminous paint in an approved manner with joint required. as per specification No (EA-EP). |
| 202 | Street light in WTP , Transformer and zone 2 sump area and other outside area Providing and erecting street light in the head work area complete with fitting and fixing |
| 203 | Providing and erecting cable for street street and light in WTP area |
| 204 | Lighting in WTP including Office Buildingand zone 2 sump area Providing , fixing and Testing of Internal Lighting in WTP Building complete with the detailed description |
| 205 | Lighting in WTP Staff Quarters Providing , fixing and Testing of Internal Lighting in WTP Building complete with the detailed description |
| 206 | Incoming Cable from Transformer to Elect Panel (WTP and zone 2 sump) Providing Fixing and Testing of 1.1 KV, 5x300 Sq MM 3 1/2 core Aluminium Conductor XLPE / PVC Armoured Cable |
| 207 | Cabling and Other Electrical Work (WTP and zone 2 sump) Providing, Laying , Connecting, Testing of Cables in the WTP Area and Scada Room and Residential Area including Lighting |
| 208 | Lifting Equipment Chain pulley block 3tonne |
| 209 | Hand operated circular or rectangular Travelling Crane Supplying Single Girder Electrically Operated Circular/ Rectangular opverhead Travelling Crane with 6 m lift complete with wire rope hoist, Class II duty, all three motions electrically operated by suitable rating motor IP 54, control panel and down pendant control block.5 Tonne capacity above 6m to 8m span |
| 210 | Substation Fencing, Safety & Fire Fighting Equipment Emergency Lighting on Inverter Designing, providing, installing, commissioning of Inverter for Emergency Lighting in WTP (Office, Filter, Out side Emergency Lights, Other area ) |
| 211 | Structural steel for hoist arrangement & EOT Square Bar/ Rail |
| 212 | Electromagnetic Flow Meter Supply, installation, testing and commissioning of Electromagnetic Flow Meter etc.As per ISO 4064 for RAW/Pur water with accuracy +/-0.5% of measured vaue & protection as per given specifications for size 100 mm-1000 mm including sensor transmitter surge sreestor cable GI duct if suitable size foe 25 m built in GSm (with simcard and its charges valid for 36 months) including pipe cutting, levelling and installation of flow meter in the pipelines with necessary tools tackles cranes including 36 months gurantee etc complete as may be required at site & based on tech specs EMF200 for DN 200 mm |
| 213 | EMF100 for DN 100 mm |
| 214 | Compound Wall With Gate for WTP & RWR 500 ( M) and Zone-1 & 2 E.S.R (240 M) E / W i n e x c a v a t i o n i n foundationtrenchesin ordinary soil(videclassificationofsoil i t e m - A ) & d i s p o s a l o f excavated earth obtained to a distanceupto50 Mincluding all lift leveling ,ramming the foundationtrenchesremoving root of trees, shurbs all complete asperapproved design building specification and direction of E/I. |
| 215 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed,placed in foundation and compacted by vibration including curing for 14 days.) |
| 216 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification. RCC Grade M20, For solid slab super-structure. |
| 217 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification. RCC Grade M20, For solid slab super-structure. |
| 218 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification. RCC Grade M20, For solid slab super-structure. |
| 219 | Providing designation 75 A brickwork inC.M.(1:6)in f o u n d a t i o n&p l i n t h w i t h approvedqualityof clean coarse sand of F.M. 2 to 2.5 including providing10 mm thick mortar joints ,cost of screening ,materials,scaffolding,raking out jointsto 15 mm depth curing ,taxes & royalty all complete as per building specification & direction of E/I |
| 220 | Providing12 mmthickcement plaster(1:6)with approved quality ofclean coarse sand of F.M.1.5 includingscreening . Curing with all leads & lifts of water,scaffolding,taxesroyalty all completeasper b u i l d i n gs p e c i f i c a t i o n & direction of E/I. |
| 221 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications |
| 222 | Providing allmaterials ,labors & d o i n g White washing three coat over new surface with approvedqualityof limeincluding costof cleaning surface thoroughly and removing the scales of smoke & ash marks with jhama rubbing,scaffoldingwashingof floorsandtaxesallcomplete as per buildingspecification and direction of E/I. |
| 223 | SupplyingFitting andFixing M.S. Grill gate made of20*6 mmM.S.Flatfittedon25mm*25 mm6 mmM.S. angle frame as perapproved design & drawing, properly fabricated with joints continuous fillet welded& finished smooth, providing necessary locking arrangementswith Haskell including cost of fabrication & dummy duly fixed in C.C. 1:2:4) blocks of required size applying ared lead paints oversteel works, taxes,carriage ofgrillto work site, as per the building specification & direction of E/I. ( w h e r em a t e r i a l s isn o t supplied by the Dept.) GrillGate@63 kgperSqm |
| 224 | Providingprimeronecoatof red lead paint of approved make over new steel surface includingpreparingthesurface after cleaning, removing rust, dirt, scales, smokes and grease and cleaning the surface thoroughly including cost of scaffolding and taxes all complete as per building specification and direction of E/I. |
| 225 | Providing 2(two) coats of Painting with ready mixed paints ofapproved shade & make over steel surface including cleaning the surface thoroughly,scaffolding&taxes all complete as per building specification & direction of E/I. |
| 226 | Brick upto 20 KM (6.05X 500) |
| 227 | Steel upto 10 km (0.48 ) |
| 228 | Sand upto 10 KM(25.94 X 0.012 + 6.05 X0.33 + 6.91 X0.44 ) |
| 229 | Chips upto 11 KM(6.91 X0.88 ) |
| 230 | Cement Upto 10 KM (6.91 X 0.313 + 6.05 X0.08 + 25.95 X0.012 ) |
| 231 | Staff Quarter at WTP E / W i n e x c a v a t i o n i n foundationtrenchesin ordinary soil(videclassificationofsoil i t e m - A ) & d i s p o s a l o f excavated earth obtained to a distanceupto50 Mincluding all lift leveling ,ramming the foundationtrenchesremoving root of trees, shurbs all complete asperapproved design building specification and direction of E/I. |
| 232 | Providing ,coarse clean sand in fillinginfoundationtrenches/in plinthincluding ramming & watering in layers not exceeding 150 mm thick with all leads & lift, including cost of all materials,labour,royalty& taxesallcompleteasper b u i l d i n g s p e c i f i c a t i o n & direction of E/I. |
| 233 | Supplying all materials, labours, tools & doing providing designation 75 A, one brick flat soiling (75 mm)in foundationtrenches joints filled withlocalsand including cost of watering taxes royalty all complete.asper specification & direction of E/I |
| 234 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed,placed in foundation and compacted by vibration including curing for 14 days.) |
| 235 | Providing designation 75 A brickwork inC.M.(1:6)in f o u n d a t i o n&p l i n t h w i t h approvedqualityof clean coarse sand of F.M. 2 to 2.5 including providing10 mm thick mortar joints ,cost of screening ,materials,scaffolding,raking out jointsto 15 mm depth curing ,taxes & royalty all complete as per building specification & direction of E/I |
| 236 | Providing 25 mm thick water proof cement plaster (1:6) with clean coarse sand of F.M 2.5 to 3 including screening, curingwith all leads and lift of water, scaffolding taxes & royalty all complete as per building specification & direction of E/I. |
| 237 | Providing designation 75 A brick work in C.M. (1:6) in superstructure with approved quality ofclean coarse sand of F . M . 2t o 2 . 5i n c l u d i n g providing 10 mm thick mortar jo i n t s, c o s to fs c r e e n i n g ,materials,scaffolding,raking out jointsto 15 mm depth curing ,taxes & royalty all complete as per building specification & direction of E/I |
| 238 | Lintel Beam Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification. RCC Grade M20, For solid slab super-structure. |
| 239 | Chajja Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification. RCC Grade M20, For solid slab super-structure. |
| 240 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification. RCC Grade M20, For solid slab super-structure. |
| 241 | Supplyingfitting&fixinggood quality,welldressed&well seasonedsalwoodworkin choukhatin doors,windows, , s k y l i g h t s ,f a nl i g h ta n d celestial windows openings ,including wedgeoverclamps a l l c o m p l e t e i n c l u d i n g application of two coats of wood preservative of approved qualityonthesurfacebutting walls & lintels all complete as per building specification & direction of the E/I. |
| 242 | Supplyingfittingandfixing 250 X 20 X 6mmL-typeM.S . Clampproperly fishtailed .including making holes and settingthesamein375 X 125 X 75 mmcementconcrete block(1:2:4)withcostofall labour and materials and taxes asperbuilding specification and direction of E/I . |
| 243 | Supplyingallmaterials,labors and fitting &fixing 38 mm (1.5) thick well seasoned Sal wood battened shutter ledged & bracedindoorandwindows withoxidizedironfittingsuch ashinges,slidingdoorbolts, towerbolts,handlesorrings, hooksandeyes,cleats,sand block asper schedule, taxes & royalty all complete as per b u i l d i n g s p e c i f i c a t i o n & d i r e c t i o no fE n g i n e e r –in-Charge |
| 244 | Supplying,fitting & fixing M.S. /Grillmadeof20*6 mmM.S. Flat as per approved design & drawing properly fabricated with Joints continuous fillet weldedand finishedsmooth ,carriageofgrilltoworksite ,hoisting as per the building specification and direction of E/I.(where materials is not supplied by the Dept.) @40Kg/sqm (40x7.56m2) |
| 245 | Providing 25 mm thick pre cast R.C.C.M-150 with nominalmix of (1:2.4) in 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 mmthick M.S.wireasper approveddesign and drawing andplacingthesamein position truetoplumbandlevel andproperly grouted with cement mortar (1:3) including cost of curing, scaffolding and finishingallcomplete asper b u i l d i n g s p e c i f i c a t i o n a n d direction of E/I. |
| 246 | Providing andfixingfanhookof 16 mmdiaM.S.bar1 meter long bent to required size and shapeplacedinpositionand fixinginR.C.C.slab/beamat thetimeofcasting allcomplete as per buildingspecification and direction of E/I. |
| 247 | SupplyingFitting andFixing M.S. Grill gate made of20*6 mmM.S.Flator16mm M.S. bar fitted on 25x25x6mm , M.S. angle frame 60x60x6mmincluding cost of fabrication , pro vinding necessary locking arrangment with haskal & dummy duly fixed in C.C. 1:2:4) blocks of required size applying ared lead paints oversteel works, taxes,carriage ofgrillto work site, as per the building specification & direction of E/I. ( w h e r esteel isn o t supplied by the Dept.) GrillGate@63 kgperSqm(2 x1.05 x 1.95 x63 = 257.985) |
| 248 | Providing 6 mm thick cement plaster(1:4)inceilingwith approved qualityofcoarse sandofF.M.1.5 including screening, curing with all leads & lifts of water ,scaffolding ,taxes&royalty allcomplete as per building specification & direction of E/I |
| 249 | Providing12 mmthickcement plaster(1:6)with approved quality ofclean coarse sand of F.M.1.5 includingscreening . Curing with all leads & lifts of water,scaffolding,taxesroyalty all completeasper b u i l d i n gs p e c i f i c a t i o n & direction of E/I. |
| 250 | Providing average115 mm thick lime tracing (24 lime :36 shurkhi:100 brickkhoa) well beatenandcompacted including maintaining proper level & slope, making ghundi with finishing treatment, cost of carriage,curing,royalty& taxes all completeasper building specification & direction of E/I. |
| 251 | F i l l i n gi n foundation trenches & plinth in layers notexceeding 150 mm thickwellwatered,rammed ,fully compacted & fine dressed with earth obtained from e x c a v a t i o n o f f o u n d a t i o n trenches within a lead of 50 m & lift of 1.5 m all complete as perbuildingspecification& direction of E/I.(Mode of measurement:-compacted volume) |
| 252 | Providing average 150 mm thickdryrammedkhoabittento 1 1 2 m m( c o m p a c t e d w i t h water)madeof wellburntor j h a m a b r i c k s i n c l ud i n grammingp r o p e r l yt i l l compactedt h i c k n e s si s 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. |
| 253 | Providing 25 mmthickfirst classpatentstoneflooring (1:2:4) with stone chips in two layers,bottomlayer 19 mm thick(1:2:4)with12 mmto6 mmsizegradedstonechips and top layer 6 mm thick (1:2) with 6 mm down stone chips in panels including cost of curing ,finishing the surface smooth by rubbing with carborandum stone taxes & royalty with all complete as per building specification & direction of E/I. |
| 254 | Providing designation 75 A one brick on edge flooring in C.M. (1:4) inwithtop surface flush pointing in cement mortar (1:4) with approved quality of sand including cost ofcuringtaxes, royalty all complete asper building s pecification and direction of E/I . |
| 255 | w h i t e washing three coat over new surface withapprovedquality of lime includingthecostofcleaning s u r f a c e t h o r o u g h l y a n d removingthe scalesof smoke of mash marks with jhama rubbing ,scaffoldingwashingof floor sand taxes all complete as per b u i l d i n g s p e c i f i c a t i o n a n d direction of E/I. Less 50% of item 18(C) |
| 256 | Providing allmaterials ,labors & d o i n g 2( t w o ) c o a t c o l o u r washingover a two coat of white washover the new surface withapprovedquality of lime includingthecostofcleaning s u r f a c e t h o r o u g h l y a n d removingthe scalesof smoke of mash marks with jhama rubbing ,scaffoldingwashingof floor sand taxes all complete as per b u i l d i n g s p e c i f i c a t i o n a n d direction of E/I. Quantity as per item no 18(B) |
| 257 | Providing two coats of painting withready mix paint synthetic enamelpaintoveracoatof primerofapprovedshadand makeovernewwooden s u r f a c e a f t e r c l e a n i n g , removingdirtscales,smokes, grease and sand papering includingcostof scaffolding and taxes all complete as per b u i l d i n g s p e c i f i c a t i o n & direction of E/I. Quantity as per item no13 x 2.25 i.e ( 29.205 x 2.25) |
| 258 | Providingprimeronecoatof red lead paint of approved make over new steel surface includingpreparingthesurface after cleaning, removing rust, dirt, scales, smokes and grease and cleaning the surface thoroughly including cost of scaffolding and taxes all complete as per building specification and direction of E/I. (Asperitemno14+17)[2 x(7.56+ 4.10)] |
| 259 | Providing 2(two) coats of Painting with ready mixed paints ofapproved shade & make over steel surface including cleaning the surface thoroughly,scaffolding&taxes all complete as per building specification & direction of E/I. |
| 260 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications |
| 261 | Carrage of Material Brick upto 8 km |
| 262 | Steel upto 5 km |
| 263 | Sand upto 10 KM |
| 264 | Stone Chips upto 10 KM |
| 265 | Cement Upto 5 KM |
| 266 | EarthWorkin excavation (AsperI.S.3114/1965) for laying of Different typesandsizeofpipessoas togiveonemeteraverage cover over the socket of pipe withdisposalofexcavated earthwithin initiallead and liftasperspecificationand directionofEngineerin-charge (b) For classification of soil item -B 10x.75x0.3 |
| 267 | Providing and supplying GI pipe (tata Mark) or Equivalent including all carrage , royality, CP & OHC 25mm dia |
| 268 | 20mm dia |
| 269 | 15mm dia |
| 270 | Supplying and fixing of G.M. ferrule of approved make in existing C.I. main including drilling and taping C.I. main all complete as per specification and direction of Engineer-in-Charge. (i) 3 mm, 6 mm, 10 mm dia ferrule weight not less 425 gms. |
| 271 | Providing and fixing Gun metal full way valve of approved quality, all complete, as per specification and direction of E/I. 25mm dia |
| 272 | 20 mm dia |
| 273 | Supplying and fixing G.I. fittings of approved make all complete as per specification and direction of E/I. (1) Elbow 25mm dia |
| 274 | 20mm dia |
| 275 | 15mm dia |
| 276 | (2) TEE 25mm dia |
| 277 | TEE |
| 278 | (3) REDUCING SOCKET 25 mm dia |
| 279 | REDUCING SOCKET |
| 280 | (4) Nipple 25mm dia |
| 281 | 20mm dia |
| 282 | 15mm dia |
| 283 | (4) Nipple |
| 284 | (6) UNION SOCKET 25mm dia |
| 285 | 20mm dia |
| 286 | 15mm dia |
| 287 | (5)PLUGS |
| 288 | (6) UNION SOCKET |
| 289 | (7) SOCKET 25mm dia |
| 290 | 20mm dia |
| 291 | 15mm dia |
| 292 | (7) SOCKET |
| 293 | Making long screw in G.I.pipe including supplying and fitting Jam nuts and extra socket etc. all complete as per specification and direction of E/I.25mm dia |
| 294 | 20mm dia |
| 295 | Laying of G.I. pipes of approved make in trenches with red lead and yarn with socket and screw joints and cutting pipes to sizes and threading ends where necessary etc. all complete as per specification and direction or Engineer-in-Charge.(Pipes to be supplied departmentally free of cost).25mm dia |
| 296 | Supplying labour and tools for fixing G.I. pipes with Red lead and yarn of following nominal bore with screwed and socketted joints on wall, ceiling and floor including supplying and fitting 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 Engineer-in-Charge. (Pipe with socket to be supplied departmentally free of cost). 15mm dia |
| 297 | 20mm dia |
| 298 | 25mm dia |
| 299 | Providing and fixing 15mm dia male ended C.I.Body brass spindle valve and seat bib cock of approved quality (Wt. not less than 400gms.) with extra socket all complete as per specification and direction of E/I. |
| 300 | Cutting chajja or cornice for laying G.I. pipe and restoring the same with R.C.C.(1:2:4) brick work in cement mortar (1:4) and cement plaster(1:4) as per specification and direction of Engineer-in-Charge. |
| 301 | Making holes in walls for laying G.I. pipes and restoring the same after pipe laying as per specification and direction of E/I. 125mm thick wall |
| 302 | 250mm thick wall |
| 303 | Polythene water storage tank of ISI mark (e.g. sintex / Sinter / Himgiri/Gangotri etc.) with cover and locking systemIncluding carriage, CP, OHC & installation charge. |
| 304 | E a r t hw o r ki nf i l l i n gi n foundation trenches & plinth in layers notexceeding 150 mm thickwellwatered,rammed ,fully compacted & fine dressed with earth obtainedafter cuttingwithin a lead of 50 m & lift of 1.5 m all complete as perbuildingspecification& direction of E/I.(Mode of measurement:-compacted volume) |
| 305 | Making long screw in G.I.pipe including supplying and fitting Jam nuts and extra socket etc. all complete as per specification and direction of E/I.25mm dia |
| 306 | Laying of G.I. pipes of approved make in trenches with red lead and yarn with socket and screw joints and cutting pipes to sizes and threading ends where necessary etc. all complete as per specification and direction or Engineer-in-Charge.(Pipes to be supplied departmentally free of cost).25mm dia |
| 307 | E a r t hw o r ki nf i l l i n gi n foundation trenches & plinth in layers notexceeding 150 mm thickwellwatered,rammed ,fully compacted & fine dressed with earth obtainedafter cuttingwithin a lead of 50 m & lift of 1.5 m all complete as perbuildingspecification& direction of E/I.(Mode of measurement:-compacted volume) |
| 308 | Providing and supplying GI pipe (tata Mark) or Equivalent including all carrage , royality, CP & OHC 25mm dia |
| 309 | E/W in excavation in foundation trenches in foundation trenches in ordinary soil (vide classification of soil item-B) & disposal of excavated earth obtained to a distance upto 50M including all lift leveling, rammimg the foundation trenches removing root of trees, shrubs all complete as per approved design.building specification and direction of E/I + Extra for earth work in hard soil as per approved design.building specification and direction of E/I |
| 310 | 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. |
| 311 | Providing designation 75A one brick falt soling joint filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I. |
| 312 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed,placed in foundation and compacted by vibration including curing for 14 days.) |
| 313 | Honey comb Brick work with 15% vertical gaps in rest part of wall-85% |
| 314 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification. RCC Grade M20, For solid slab super-structure. |
| 315 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications |
| 316 | Providing 25 mm thick water proof cement plaster (1:6) with clean coarse sand of F.M 2.5 to 3 including screening, curingwith all leads and lift of water, scaffolding taxes & royalty all complete as per building specification & direction of E/I. |
| 317 | Providing 6 mm thick cement plaster(1:4)inceilingwith approved qualityofcoarse sandofF.M.1.5 including screening, curing with all leads & lifts of water ,scaffolding ,taxes&royalty allcomplete as per building specification & direction of E/I |
| 318 | Providing 1.5mm cement punning including curing, carriage of water with all leads and lifts as per building specification and direction of E/I. |
| 319 | Providing12 mmthickcement plaster(1:6)with approved quality ofclean coarse sand of F.M.1.5 includingscreening . Curing with all leads & lifts of water,scaffolding,taxesroyalty all completeasper b u i l d i n gs p e c i f i c a t i o n & direction of E/I. |
| 320 | Providing supplying & fixing of C.I. main holl cover size 500x450mm (wt not less than 25 kg) on septic tank etc. all complete as per direction of E/I. |
| 321 | Providing brickbats of 90 mm to 45 mm size of approved quality in the gap between wall of the pit and earth including cost of materials, labours, taxes, royalty, carriage at site etc. all complete as per standard specifications and direction of the E/I. |
| 322 | Supplying materials and labours for construction inspection chamber of designation class 75-B bricks size 750mm deep, 600 mm x 450 mm internal dimension having 250 mm wall thickness in cement mortar (1:6) including 12 mm cement plaster (1:4) with punning on side and cement plaster (1:6) with 600 mm x 475 mm G.I. cover with frame (weight not less than 36 kg.) along with earht work in excavation and 80 mm thick PCC-(1:3:6) in foundation and refilling all complete as per specification and direction of E/I. |
| 323 | Carriage of materials Brick upto 8 km |
| 324 | Steel upto 5 km |
| 325 | Sand upto 10 KM |
| 326 | Stone Chips upto 10 KM |
| 327 | Cement Upto 5 KM |
| 328 | Supplying, fitting and fixing vitreous white glazed earthen ware I.W.C. of parry Hindustan or any other I.S.S.approved make with 100mm H.C.I. ‘p’ trap 15 litres C.I. pull and let go flushing cistern of names or other I.S.S.equivalent make, complete with all fittings,C.I. or C. C.brackets 32mm alkathene/P.V.C. telescopic flush, pipe about 2 M long with one brass coupling and clamps G.I. chain and pull including supplying and fixing a pair of vitreous white glazed earthenware ware footrest to be fixed in floor 15mm C.I. body brass spindle stope cock of weight not less than 50grms, 15mm P.V.C. 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. 580 mm long with 12.5 lit. low level PVC cistern |
| 329 | Supplying fitting and fixing vitreous white glazed earthen ware wash hand basin of Perry of Hindustan or any other iSS apprived make supported on painted C.I. or RS Brackets 32mm C.I. brass waste 15mm dia.C.I. body brass spindle stop cock of approved quality of weight not less than 350grams, 32mm P.V.C. waste pipe 750mm long with brass coupling at one end and making plumber joints etc. all complete as per specification and direction of E/I. |
| 330 | Supplying S.W.R.U.P.V.C. pipes of approved make 1) 110mm dia 3Mdouble socket PVC/SWR Pipe - 4kg/ sqm (350) |
| 331 | 1219mm (4"-0)double socket PVC/SWR Pipe - 4kg/ sqm (359) |
| 332 | 609.6mm (2"-0)double socket PVC/SWR Pipe - 4kg/ sqm (365) |
| 333 | 2) 75mm dia 3Mdouble socket PVC/SWR Pipe - 4kg/ sqm (348) |
| 334 | 1219mm (4"-0)double socket PVC/SWR Pipe - 4kg/ sqm (357) |
| 335 | 609.6mm (2"-0)double socket PVC/SWR Pipe - 4kg/ sqm (363) |
| 336 | Supplying SWR P.V.C fitting and labour, tools and equipments for laying of all size SWR fitting and fixing in trenches/on wall etc. all complete as per direction of E/I. 110mm dia coupler (SI-427) |
| 337 | Door tee (SI-406) |
| 338 | Plain bend (SI-391) |
| 339 | Door bend (SI-394) |
| 340 | Door Y(SI-424) |
| 341 | Pipe clip (SI-440) |
| 342 | Vent cowl (SI-434) |
| 343 | Rubber ring (SI-469) |
| 344 | Door sOCKET (SI-472) |
| 345 | 75mm dia coupler SI-425 |
| 346 | Door tee (SI-404) |
| 347 | Plain bend (SI-389) |
| 348 | Door bend (SI-392) |
| 349 | Door Y(SI-422) |
| 350 | Pipe clip (SI-432) |
| 351 | Rubber ring (SI-467) |
| 352 | Round jali 75mm SI-455 |
| 353 | Nahani trap with jali 75mm SI-452 |
| 354 | 110mm x 75mm dia P. trap (110X110mm)SI-442 |
| 355 | Reducer (110X75mm)SI-429 |
| 356 | 1000 ML Solvent cement SI-483 |
| 357 | Wirirn g for light point /fan point/exhaust point/call bell point with 1.5 sq mm FR PVC insulated copper conducter single core cable in surface / recessesd PVC conduit with piano type switch, phenolic laminated sheet suitable size PVC /GI box etc. Group B |
| 358 | Supplying and fixing suitable size GI/PVC box on surface or in recess with phenolic laminated sheet cover in front including providing and fixing 5 pin 5/6 amp socket outlet and 5/6 amps piano type swithch connection, painting etc. as required |
| 359 | Supplying and fixing suitable size GI/PVC box on surface or in recess with phenolic laminated sheet cover in front including providing and fixing 6 pin 15/16 amp socket outlet and 15/16 amps piano type swithch connection, painting etc. as required |
| 360 | Wiring for circuit/sub main wiring along with earth wire with the following size PVC insulated copper conducter single core cable in surface /recessed PVC conduit as required 2*2.5SQmm +1*2.5Sqmm earth wire |
| 361 | Wiring for light power plug with 2*4 sqmm FR PVC insulated copper conducter single core cable in surface/recessed PVC conduit along with 1 no. 4 sqmm FR PVC insulated cover conducter single core cable for loop earthing as required |
| 362 | S/F batten or angle holder complete including connection etc. as required |
| 363 | Earthing with G.I. earth pipe 4.5 M long 40mm dia including accessories and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc with charcoal ,salt all complete as per electrical rule |
| 364 | Supplying ,fitting and fixing 2 pin 5 amp ceiling rose on the existing junction box including connection as required |
| 365 | JSEB charges with meter |
| 366 | Supplying and fixing following way single pole neutral, sheet, MCB distribution board, 240 volts, on surface/recess, complete with tinned copper busbar, neutral busbar, earth bar, din bar, detachable gland plate, interconnections, phosphatized and powder painted including earthing et. as required(But without MCB/RCCB/Isolator)6way single door |
| 367 | Supplying and fixing 6 amps to 32 amps ratin, 240volts, B series miniature circuit breaker suitable for lighting and other loads of following poles in the existing MCB DB complete with connections testing and commissioning etc. as required. |
| 368 | S/F SPN RCCB: Supplying and fixing following rating double pole, (Single Phase and neutral) 240 volts residual current circuit breaker (RCCB) having a sensitivity current upto 300 milliamperes in the existing MCB DB Complete with connection testing and commissioning etc. as required.16/25 amps |
| 369 | Clear Water Rising Main of 100mm, 200 mm dia DI K-7 for ESR I & II Providing & Supplying centrifugally ISI Mark Centrifugally cast (spun)ductileiron pipe of 100mm and above all diameter for water works with socket and spigot ends confirmingto IS8329/2000 in standard working lengths of 4.5, 5.5 & 6 m suitable for classification K-7 suitable for pushon joint (Rubber gasket D jointing) with cementmortar lining oninside surface and outside zinc and bituminous coating. Including all other taxesinsurance carriageto work site with loading Unloading etc. (Note The rate of F.O.R at work site in jharkhand including Royality, inspection, C.Pand other taxes. ) Class K-7 100mm |
| 370 | 200mm |
| 371 | Supplying labours, tools and tackles for testing of laid CI/UPVC/HDPE/ AC pressure pipes upto 60 m head of water all complete as per specification and direction of E/I. 100mm |
| 372 | 200mm |
| 373 | ProvidingandsupplyingISI standardD.I. specials& fitting withsealingrubbergasketof S.B.R.completewithcastiron follower gland and M.S. nut & boltscoatedorotherwise protected from rusting and suitable for D.I. pipes including ED, CST all taxes e t c . complete as per I.S. 9523 (Including 10% C.P and 5% OHC) as per item-4 100 to 150 mm dia. |
| 374 | 200 to 300mm dia. |
| 375 | ProvidingDoubleFlanged Sluice valve confirmingfor IS2906/14846including worngeararrangements as per test pressure stainless steel spindle caps including all taxes transportation etc.complete. With including 10% CP with E.D Sluice valve PN 1.6 100mm (without Byepass arrangement) |
| 376 | 200mm |
| 377 | Providing and supplying Kinetic Double Orifice type Air Valves confirming to IS 14845 as per MJP’s standard specifications combined with screw down isolating valve, small orifice elastic ball resting on a gun metal orifice nipple, large orifice vulcanite ball seating on moulded seat ring, inlet face and drilled, including insurance, third party inspection charges, loading, unloading, transportation upto departmental stores, excluding GST levied by GOI & GOM in all respect etc. complete 80mm dia |
| 378 | EarthWorkin excavation (AsperI.S.3114/1965) for laying of Different typesandsizeofpipessoas togiveonemeteraverage cover over the socket of pipe withdisposalofexcavated earthwithin initiallead and liftasperspecificationand directionofEngineerin-charge (b) For classification of soil item -B |
| 379 | Earthworkinexcavationof foundationtrenchesasper designed section inordinary or soft rock (vide classification of soil item C ) and disposel of excavated material so obtained (50 m awaty from the edge of the trenches ) with ininitial lead of150 m and initial lift of1.5 Masper specification and direction of E/I.(in ordinary or soft rock where blasting is not required) |
| 380 | Supplying labours, tools, tackles, lubricant etc. for laying and jointing C.I.S/S tyton pipes (class LA) /D.I. pipe in trenches supplying rubber gasket (Rubber gaskets confirming to I.S.S.- 5382- 1969) and making gasket joints including providing night guard,barrier and red light to safe guard against accident, all complete (Pipe to be suppllied departmenatlly free of cost and laying of pipes is to be done as per I.S.S.3114-1985) as per design, specification and direction of E/I. Class K-7 with Rubber ring 100mm |
| 381 | 200mm |
| 382 | Labour charge for one cutting of DI / CI pipes and specials including supplying, necessary tools and plants, chipping or refilling the surface finish as per specification and direction of E/I Class K-7 100mm |
| 383 | 200mm |
| 384 | Supplying labours, tools and tackles for testing of laid C.I. or U.P.V.C. or H.D.P.E. or A.C. pressure pipe upto 60metre head of water all complete as per specification and direction of E/I. (Water to be supplied free of cost departmentally). Class K-7 100mm |
| 385 | 200mm |
| 386 | Supplying tools and cutting road as well restoring the same as per specification and direction of E/I. (a) Pucca Road (Except black top only taken out material to be used) for cutting road as per requirement. Approx. 40% of Pucca Road. Total Length |
| 387 | Dismantling of Cement Concrete Pavement (Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately) 40 %of total road cutting work |
| 388 | Providing ,coarse clean sand in fillinginfoundationtrenches/in plinthincluding ramming & watering in layers not exceeding 150 mm thick with all leads & lift, including cost of all materials,labour,royalty& taxesallcompleteasper b u i l d i n g s p e c i f i c a t i o n & direction of E/I. 40 % Pucca Road + 40 % of PCC restorationwork |
| 389 | Providing designation 75A one brick falt soling joint filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I. 40 % Pucca Road + 40 % of PCC restorationwork |
| 390 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed,placed in foundation and compacted by vibration including curing for 14 days.) 40 % Pucca Road + 40 % of PCC restorationwork |
| 391 | Supplying labour & tools for fixing Kinectic double orific typeAir valve in trenches as per specification and direction of E/I. ( Air valve to be supplied departmentally free of cost). 100mm dia |
| 392 | Supplying Labour and tools for fixing cI sluicevalve trenches withapairofcITailpair including making) flanged joints asperI.S.specification, includingflanged joints as per IS specification confirming to I.S.S. 782 – 1978confirming to I.S.S. 6587 – 1972 and nuts andboltsconfirmingtoI.S.S. 1364 – 1983).Includingdrilling holes in flanged if required as perspecification anddirection ofE/I.(Sluice valve andpieces tobesupplieddepartmentally free of cost). 100mm |
| 393 | 200mm |
| 394 | Providing, Fixing and supplying ISI mark CI D/F reflux valves (non-return valves) of following dia including all taxes (central and local), railway freight, inspection charges unloading from railway wagon, loading into truck, transportation upto departmental stores/ site, unloading, stacking etc. complete. Reflux valves as per I.S.5312 Part I(1984). 200mm (PN-1.6with byepass arrangement.) |
| 395 | Lowering, laying and jointing in position following C.I. D/F Reflux valves, Butterfly valves and Sluice valves including cost of all labour, jointing material, including nut bolts and giving satisfactory hydraulic testing, etc. complete. (Rate for all class of valves) 200mm dia |
| 396 | Earthwork inbackfillingthe trenches after layingdifferent typesandsizesofpipes with earthremoved duringexcavationwithin initialleadandlift asperspecificationand directionofEngineer-in-Charge (forclassification ofSoilitemA & B ) |
| 397 | S u p p l y a l l m a t e r i a l s & construction of Thrust Block where required |
| 398 | Construction of B.W. masonry valve chamberas per enclosed annexure (1.2m X.9m X1.5m ) |
| 399 | Carrage of Material Brick upto 8 km |
| 400 | Sand upto 10 KM |
| 401 | Stone Chips upto 10 KM |
| 402 | Cement Upto 5 KM |
| 403 | 5,00,000 Litre Capacity E.S.R. for Zone-1 (18.0 M Staging) Designing (aestheticalyy) , and Constructing Rcc elevated Service reservoirs of following capacity with RCC staging consisting of columns, internal and external bracings spaced vertically not more than 4.5 meters centre to centre of E.S.R 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 meters, all labour and material charges including lowering, laying, erecting hoisting and jointing of pipe assembly of inlet, outlet wash out over flow and bypass aeeangement as per approved design. providing and fixing acessories such as ms ladder ct manhole frame and cover, water level indicator. lightning conductor GI pipes railing around walk way and top floor slab, providing spiral stair case from ground level to roof level ,M.S Grill Gate of 2 Mtrs height with locking arrangement ,of approved design, BB ,masonary chambers forall valves,ventilatingshaft, providing and applying there coatsofcementpainttothe structureincludingroofslab and epoxy paint to internal surface&anti-terminate treatment for underground partsof thestructureand giving satisfactory water tightness testasperI.Scode, Then Job to includingpainting the name of the Scheme and otherdetailsonthereservoir asperthedirectionof Engineer -in- charge including Landscaping, Gardening & Plantation etc. TheDesignofthestructure be in accordance with relevant (I.S.3370-2009 or revised) |
| 404 | Thedesignshallsatisfythe stipulation as per I S 1893 - 1984 and I.S. 13920/1993 forseismicforce and I.S. - 11682/ 1985 for R.C.C. staging of overhead tanks. For design having more than 6 columns, providing of internal bracing is obligatory, External bracing is also obligatory. The entire structure shall be in M/250 mix only. However concrete in contact with water such as container, base slab, wall,roofslab&footingin water borne area shall be M-300. Plainroundmildsteelbars grade-I confirming to I.S., 432 Part-I or high yield strength deformed bars confirming to I.S. 1786 or I.S. 1139 shall be used, grade-II mild steel bars will not be allowed. Irrespective of thetypeof foundation proposed in the design, one set of bracing be provided at the ground level. These rates are include providing ,M.S ladder for E.S.R"supto2 lakhsLitres Capacity and Providing spiral staircasefor E.S.R.above2 lakhs liters capacity. Staging shall be designed with stressesof M-200 for ESR. However all RCC construction should be done inM-250 extra Concrete in contact with water shallbe designed & constructed in M=300 These rates are includingthe cost of uplift pressureif any and entire dewatering during execution.In case ofwater loggingareawherewateris struck at shallow depth extra" provision ofdewatering shall be made as per site condition. All condition given in the MemberSecretary’sCircular No. MJP/TS - I / 350 / 1668 dt . |
| 405 | 2.08.97 and MJP/S-I/350/2127 dt. 13.7.99 shall be strictly followed and additional cost is any due to these conditions is included in ratio mentioned below. 75%part rate shall be payable for reinforced concrete and plasteringitemsofcontainers of E.S.R.tillsatisfactory hydraulictestingforwater tightnessisgiven;andtillthat workshallbetreatedas incomplete The rates indicated in the table are excluding the costof pipes,specialsandvalves requiredforin l e t ,o u t l e t washout overflow and by - pass arrangement . The scope of work , however includes cost of erecting , layingandjointing ofpipes and valves including costof jointingmaterialsupto5M beyond outer face of outermost column. For ESR upto 500 cum capacity C.I.D.double flanged pipes upto 300mm dia shall be provided and C.I. Specials shallbeused.ForESRabove 500 cum capacity C.I./M.S . pipesassemblywithminimum 8 mmthickness upto 500mm dia and in min. 10mm above 500mm dia can be used with proper anti-corrosive epoxy treatment frominsideand outside. |
| 406 | Below mentioned rates are for foundation, withindividuals footing withbearing capacity of 30 tonnes per square meter.Forraftfoundations, these rates shall be increased by 7.5% where safe bearing capacity(SBC) is 5M.T, per Sq.m and by 5% where SBC ismorethan5MT/ Sqm.and upto10 MT / Sq.mThis percentage of 5% or 7.5% is applicable for estimation of amount of L.S. items ESR for Extra item due to change from individual footing foundationto raft actual increasein concreteandsteelquantities be paid as per relevant DSR Item Theratesshallbeincrease by 30% forbearing piles upto depth of 10m and for further increasedindepthby5M each it shall be increased by another 10% These rates are applicable whereraftisnot feasible for pile foundation sulphateresistantcementshall only be used .Single Pile for thecolumnisnotpermitted Group of piles shall be designed with pile cap for each column of ESR. These rates are applicable for staging height of 12 M. These rates shall be increased or decreased for per metre variation in the staging height as below For 18m staging Height 12m to 16m = 4 x 2 = 8% 16m to 18m = 2 x 3 = 6% Total = 14% Conditions from Sr.No.1 to 10 shall form a part and parcel of the tender papers and must be included in the draft tender papers for works of R.C.C. E.S.R. |
| 407 | .Conditions from Sr.No.11 to 16 are for estimation purpose only and shall not appear in the tender. The design of the structure be in accordance with relevant (I.S. 3370 - 2000 or revised) Cost of 5,00,000 litres capacity |
| 408 | For 18m staging Height 12m to 16m = 4 x 2 = 8% 16m to 18m = 2 x 3 = 6% Total = 14% |
| 409 | Mountain cutting Add 15% LS of cost of pipe, Specials and valves required for inlet , outlet washout, over flow, bypass arrengment, Epoxy painting Etc and including room Below ESR |
| 410 | 1,00,000 Litre Capacity RCC Sump for fire fighting storage tank Designing (aestheticalyy) , and Constructing Rcc ground Service reservoirs / RCC sumps in M-300 mix of required capacity including excavation in all types of strata foundation concrete container walls, bottom slab top RCC roof slab / or dome, 20 mm thick cement plaster with water proofing compound in CM 1:3 proportion to inside face of the container including epoxy paint from inside including refilling and disposing of surplus stuff within lead of 50M, all labour and material charges for laying and jointing of pipe assembly for inlet, outlet, washout, overflow and bye pass arrangement consisting of C.I / MS D/F pipes, specials and valves of given diameter providing and fixing accessories such as MS ladder inside and outside, CI manhole frame and cover, water top slab, BB masonry chamber for all valves, ventilating shafts, including giving satisfactory hydraulic test and water tightness test as per IS code and providing three coat of cement paints to all expose surface of structure including roof structure etc., complete as per design data, criteria, obligatory requirements and detailed specifications. Anti-termite treatment shall be given for under ground portion of the structure TheDesignshall be in accordance with various relevant IS specfications (I.S 456/2000, I.S 875-1987,I.S.3370-1965 or revised) Only MS bars grade I confirming to IS 432 Part I or high yield strength deformed bars conforming to IS 1786 or IS 1139 shall be used, Grade II MS bars shall not be used Entire structure shall be in M-300 only |
| 411 | The scope of pipe assembly work shall be upto 5 meters beyond outside face of the wall, cost of pipes valves and specials is not included in the rate but labour cost for laying and jointing is included The G.S.R / Sump above 15 lakh litres capacity shall be in two compartments The job included designing the structure for up lift pressure and dewatering required during entire execution and disposal of surplus excavated stuff within lead of 50 metres as directed by Engineer in charge. If up lift considered in design then these rates shall be increased by 7.5% G.S.R outlets shall be with bell mouth of approved pattern in bottom slab and cost of designing bell mouth is included in the rate Sump well includes cost opf suction pit required at bottom For pipe diameters upto 300 mm only CI pipes and CI specials shall be used. For pipe diameters above 300 mm M.S pipe and specials minimum 10mm thick shall be used with proper anti corrosive epoxy treatment from inside and outside Cost of pump house is not included inthese rates Above rates are applicable for Seismic Zones 2,3 and 4 75%part rate shall be payable for reinforced concrete and plasteringitemsofall types of G.S.R sand sump stillsatisfactory hydraulictestingforwater tightnessisgiven;andtillthat workshallbetreatedas incomplete 10% shall be added for sump if over head pump house is proposed Note: Conditions from S.No 1 to 11 shall form a part and parcel of tender and must be included in the draft tender papers for work of R.C.C G.S.R and sumps |
| 412 | Cost of 1,00,000 litres capacity (100 KL) |
| 413 | Add 15% LS of cost of pipe, Specials and valves required for inlet , outlet washout, over flow, bypass arrengment, Epoxy painting Etc |
| 414 | 5,00,000 Litre Capacity E.S.R for Zone-2(18.0 M Staging) Designing (aestheticalyy) , and Constructing Rcc elevated Service reservoirs of following capacity with RCC staging consisting of columns, internal and external bracings spaced vertically not more than 4.5 meters centre to centre of E.S.R 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 meters, all labour and material charges including lowering, laying, erecting hoisting and jointing of pipe assembly of inlet, outlet wash out over flow and bypass aeeangement as per approved design. providing and fixing acessories such as ms ladder ct manhole frame and cover, water level indicator. lightning conductor GI pipes railing around walk way and top floor slab, providing spiral stair case from ground level to roof level ,M.S Grill Gate of 2 Mtrs height with locking arrangement ,of approved design, BB ,masonary chambers forall valves,ventilatingshaft, providing and applying there coatsofcementpainttothe structureincludingroofslab and epoxy paint to internal surface&anti-terminate treatment for underground partsof thestructureand giving satisfactory water tightness testasperI.Scode, Then Job to includingpainting the name of the Scheme and otherdetailsonthereservoir asperthedirectionof Engineer -in- charge. TheDesignofthestructure be in accordance with relevant (I.S.3370-2009 or revised) Thedesignshallsatisfythe stipulation as per I S 1893 - 1984 and I.S. 13920/1993 forseismicforce and I.S. - 11682/ 1985 for R.C.C. staging of overhead tanks. |
| 415 | For design having more than 6 columns, providing of internal bracing is obligatory, External bracing is also obligatory. The entire structure shall be in M/250 mix only. However concrete in contact with water such as container, base slab, wall,roofslab&footingin water borne area shall be M-300. Plainroundmildsteelbars grade-I confirming to I.S., 432 Part-I or high yield strength deformed bars confirming to I.S. 1786 or I.S. 1139 shall be used, grade-II mild steel bars will not be allowed. Irrespective of thetypeof foundation proposed in the design, one set of bracing be provided at the ground level. These rates are include providing ,M.S ladder for E.S.R"supto2 lakhsLitres Capacity and Providing spiral staircasefor E.S.R.above2 lakhs liters capacity. Staging shall be designed with stressesof M-200 for ESR. However all RCC construction should be done inM-250 extra Concrete in contact with water shallbe designed & constructed in M=300 These rates are includingthe cost of uplift pressureif any and entire dewatering during execution.In case ofwater loggingareawherewateris struck at shallow depth extra" provision ofdewatering shall be made as per site condition. All condition given in the MemberSecretary’sCircular No. MJP/TS - I / 350 / 1668 dt . 2.08.97 and MJP/S-I/350/2127 dt. 13.7.99 shall be strictly followed and additional cost is any due to these conditions is included in ratio mentioned below. |
| 416 | 75%part rate shall be payable for reinforced concrete and plasteringitemsofcontainers of E.S.R.tillsatisfactory hydraulictestingforwater tightnessisgiven;andtillthat workshallbetreatedas incomplete The rates indicated in the table are excluding the costof pipes,specialsandvalves requiredforin l e t ,o u t l e t washout overflow and by - pass arrangement . The scope of work , however includes cost of erecting , layingandjointing ofpipes and valves including costof jointingmaterialsupto5M beyond outer face of outermost column. For ESR upto 500 cum capacity C.I.D.double flanged pipes upto 300mm dia shall be provided and C.I. Specials shallbeused.ForESRabove 500 cum capacity C.I./M.S . pipesassemblywithminimum 8 mmthickness upto 500mm dia and in min. 10mm above 500mm dia can be used with proper anti-corrosive epoxy treatment frominsideand outside. Below mentioned rates are for foundation, withindividuals footing withbearing capacity of 30 tonnes per square meter.Forraftfoundations, these rates shall be increased by 7.5% where safe bearing capacity(SBC) is 5M.T, per Sq.m and by 5% where SBC ismorethan5MT/ Sqm.and upto10 MT / Sq.mThis percentage of 5% or 7.5% is applicable for estimation of amount of L.S. items ESR for Extra item due to change from individual footing foundationto raft actual increasein concreteandsteelquantities be paid as per relevant DSR Item |
| 417 | Theratesshallbeincrease by 30% forbearing piles upto depth of 10m and for further increasedindepthby5M each it shall be increased by another 10% These rates are applicable whereraftisnot feasible for pile foundation sulphateresistantcementshall only be used .Single Pile for thecolumnisnotpermitted Group of piles shall be designed with pile cap for each column of ESR. These rates are applicable for staging height of 12 M. These rates shall be increased or decreased for per metre variation in the staging height as below For 18m staging Height 12m to 16m = 4 x 2 = 8% 16m to 18m = 2 x 3 = 6% Total = 14% Conditions from Sr.No.1 to 10 shall form a part and parcel of the tender papers and must be included in the draft tender papers for works of R.C.C. E.S.R. Conditions from Sr.No.11 to 16 are for estimation purpose only and shall not appear in the tender. The design of the structure be in accordance with relevant (I.S. 3370 - 2000 or revised) OHT- 1 (staging ht. 18m) Cost of 5,00,000 litres capacity (500 KL) |
| 418 | For 18m staging Height 12m to 16m = 4 x 2 = 8% 16m to 18m = 2 x 3 = 6% Total = 14% |
| 419 | Add 15% LS of cost of pipe, Specials and valves required for inlet , outlet washout, over flow, bypass arrengment, Epoxy painting Etc and including room Below ESR |
| 420 | 1,25,000 Litre Capacity RCC Sump at Zone - 2 Designing (aestheticalyy) , and Constructing Rcc ground Service reservoirs / RCC sumps in M-300 mix of required capacity including excavation in all types of strata foundation concrete container walls, bottom slab top RCC roof slab / or dome, 20 mm thick cement plaster with water proofing compound in CM 1:3 proportion to inside face of the container including epoxy paint from inside including refilling and disposing of surplus stuff within lead of 50M, all labour and material charges for laying and jointing of pipe assembly for inlet, outlet, washout, overflow and bye pass arrangement consisting of C.I / MS D/F pipes, specials and valves of given diameter providing and fixing accessories such as MS ladder inside and outside, CI manhole frame and cover, water top slab, BB masonry chamber for all valves, ventilating shafts, including giving satisfactory hydraulic test and water tightness test as per IS code and providing three coat of cement paints to all expose surface of structure including roof structure etc., complete as per design data, criteria, obligatory requirements and detailed specifications. Anti-termite treatment shall be given for under ground portion of the structure TheDesignshall be in accordance with various relevant IS specfications (I.S 456/2000, I.S 875-1987,I.S.3370-1965 or revised) Only MS bars grade I confirming to IS 432 Part I or high yield strength deformed bars conforming to IS 1786 or IS 1139 shall be used, Grade II MS bars shall not be used Entire structure shall be in M-300 only The scope of pipe assembly work shall be upto 5 meters beyond outside face of the wall, cost of pipes valves and specials is not included in the rate but labour cost for laying and jointing is included |
| 421 | The G.S.R / Sump above 15 lakh litres capacity shall be in two compartments The job included designing the structure for up lift pressure and dewatering required during entire execution and disposal of surplus excavated stuff within lead of 50 metres as directed by Engineer in charge. If up lift considered in design then these rates shall be increased by 7.5% G.S.R outlets shall be with bell mouth of approved pattern in bottom slab and cost of designing bell mouth is included in the rate Sump well includes cost opf suction pit required at bottom For pipe diameters upto 300 mm only CI pipes and CI specials shall be used. For pipe diameters above 300 mm M.S pipe and specials minimum 10mm thick shall be used with proper anti corrosive epoxy treatment from inside and outside Cost of pump house is not included inthese rates Above rates are applicable for Seismic Zones 2,3 and 4 75%part rate shall be payable for reinforced concrete and plasteringitemsofall types of G.S.R sand sump stillsatisfactory hydraulictestingforwater tightnessisgiven;andtillthat workshallbetreatedas incomplete 10% shall be added for sump if over head pump house is proposed Note: Conditions from S.No 1 to 11 shall form a part and parcel of tender and must be included in the draft tender papers for work of R.C.C G.S.R and sumps Cost of 1,00,000 litres capacity |
| 422 | Add for capacity above 100 KL, 25 KL |
| 423 | Note: 10% shall be added over the cost of GSR for sump where over head pump house is proposed |
| 424 | Add 15% LS of cost of pipe, Specials and valves required for inlet , outlet washout, over flow, bypass arrengment, Epoxy painting Etc |
| 425 | Distribution System and Appurtenant Works for 2-Zones EarthWorkin excavation (AsperI.S.3114/1965) for laying of Different typesandsizeofpipessoas togiveonemeteraverage cover over the socket of pipe withdisposalofexcavated earthwithin initiallead and liftasperspecificationand directionofEngineerin-charge (b) For classification of soil item -B Add Extra for 5% for Socket |
| 426 | Earthworkinexcavationof foundationtrenchesasper designed section inordinary or soft rock (vide classification of soil item C ) and disposel of excavated material so obtained (50 m awaty from the edge of the trenches ) with ininitial lead of150 m and initial lift of1.5 Masper specification and direction of E/I.(in ordinary or soft rock where blasting is not required) |
| 427 | Earthwork inbackfillingthe trenches after layingdifferent typesandsizesofpipes with earthremoved duringexcavationwithin initialleadandlift asperspecificationand directionofEngineer-in-Charge (forclassification ofSoilitemA & B ) |
| 428 | Providing and supplying in standard lengths High Denaity Polyethylene Pipe (HDPE Pipe) confirming to IS 4984-4984/12786/13488 (Latest Revision with necessary jointing materials like mechanical connector ie thread/insert joint/ quick release coupler joint/compression fitting joint or flanged joints excluding coupler/specials and taxes (Note- The rates of F.O.R at worksite in jharkhand including royality ,inspection and C.P charges.) HDPE PE -100 PN 10 90mm |
| 429 | 110mm |
| 430 | ProvidingandsupplyingISI standardD.I. specials& fitting withsealingrubbergasketof S.B.R.completewithcastiron follower gland and M.S. nut & boltscoatedorotherwise protected from rusting and suitable for D.I. pipes including ED, CST all taxes e t c . complete as per I.S. 9523 (Including 10% C.P and 5% OHC) as per item-4 100 to 300mm dia. |
| 431 | Supplying labours and tools for laying and jointing H.D.P.E pipes in trenches and making butt welded joint supplying heating mirror, jack etc and providing night guard barrier and red light to safe guard against accident all complete as per specification and direction of E/I (H.D.P.E pipes will be supplied departmentally free of cost) H.D.P.E pipes 90/80 mm dia |
| 432 | 110/100 mm dia |
| 433 | Supplying labours, tools and tackles for testing of laid C.I. or U.P.V.C. or H.D.P.E. or A.C. pressure pipe upto 60metre head of water all complete as per specification and direction of E/I. (Water to be supplied free of cost departmentally). H.D.P.E pipes 90/80 mm dia |
| 434 | 110/100 mm dia |
| 435 | Labour charges for one cutting of H.D.P.E/U.P.V.C/A.C pressure pipe including supplying, necessary tools and plants, chipping or filling the surface finish as per specification and direction of E/I H.D.P.E 80 mm outer dia |
| 436 | 100 mm outer dia |
| 437 | Supplying tools and cutting road as well restoring the same as per specification and direction of E/I. (a) Pucca road (except black top only taken out materials to be used) For cutting road as per requirement. Approx 40% of Pucca Road |
| 438 | Water bound macadam Road (taken out material will be used) for cutting road as per requirement and making good the same |
| 439 | Dismantling of Cement Concrete Pavement (Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately) |
| 440 | Providing ,coarse clean sand in fillinginfoundationtrenches/in plinthincluding ramming & watering in layers not exceeding 150 mm thick with all leads & lift, including cost of all materials,labour,royalty& taxesallcompleteasper b u i l d i n g s p e c i f i c a t i o n & direction of E/I. |
| 441 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed,placed in foundation and compacted by vibration including curing for 14 days.) |
| 442 | Providing designation 75A one brick falt soling joint filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I. |
| 443 | ProvidingDoubleFlanged Sluice valve confirmingfor IS2906/14846including worngeararrangements as per test pressure stainless steel spindle caps including all taxes transportation etc.complete. With including 10% CP with E.D With bypass arrangements PN-1 80mm |
| 444 | 100mm |
| 445 | 150mm |
| 446 | Providing, installation, testing and commissioning of Bulk Flow Meter with removable mechanism class "B" confirming to ISO: 4064/1 including all materials (excluding CI/DI fittings) and making connection with existing pipeline required for Bulk Flow Meter including cutting the existing pipe line etc complete in all respect as per technical specification and as per direction of Engineer. 80mm dia |
| 447 | Supplying Labour and tools for fixing cI sluicevalve trenches withapairofcITailpair including making) flanged joints asperI.S.specification, includingflanged joints as per IS specification confirming to I.S.S. 782 – 1978confirming to I.S.S. 6587 – 1972 and nuts andboltsconfirmingtoI.S.S. 1364 – 1983).Includingdrilling holes in flanged if required as perspecification anddirection ofE/I.(Sluice valve andpieces tobesupplieddepartmentally free of cost). Sluice Valve 80mm |
| 448 | 100mm |
| 449 | 150mm |
| 450 | Construction of B.W. masonry valve chamberas per enclosed annexure (1.2m X.9m X1.5m ) |
| 451 | Providing ,coarse clean sand in fillinginfoundationtrenches/in plinthincluding ramming & watering in layers not exceeding 150 mm thick with all leads & lift, including cost of all materials,labour,royalty& taxesallcompleteasper b u i l d i n g s p e c i f i c a t i o n & direction of E/I. |
| 452 | Supplying transporting, the S.P. fire hydrants including duck foot bend, S.V. and S.V. road box, painting the hydrant,fixing the saddle piece, supplying, and laying required length of C.I. pipeline and jointing the same spun yarn, molten lead including caulking, fixing the S.V. road box in one brick masonry chamber in 1:5 C.M. with 12 mm thick 1:3 cement plaster both inside and outside on 1:3:6: C.C.150 mm thick etc, complete specified and directed. [As per I.S.900/1965 Revised |
| 453 | Carrage of Material Brick upto 8 km |
| 454 | Sand upto 10 KM |
| 455 | Stone Chips upto 10 KM |
| 456 | Cement Upto 5 KM |
| 457 | Water Connections with Meter (111) Earthwork in excavation (as per IS 3114/1965) for laying of different types and sizes of pipes so as to give one metre average cover over the socket of pipe with disposal of excavation earth within intial lead and lift as per specification and direction of E/I.(Soil B) |
| 458 | Providing and fixing of GM ferrule of approved make in existing distribution line including drilling and taping distribution pipeline all complete as per specification and direction of E/I. 3mm, 6mm ,10mmdia ferrule |
| 459 | Providing and Supplying Blue MDPE pipes conforming to ISO 4427:1996 manufactured from virgin resin PE 80 Food grade compounded Raw Material having Blue Colour only with quality assurance certificate from quality agencies like WRC / CIPET (India) / DVGM / KIWA / SPGN etc. for usage in Drinking Water system. The cost shall include testing of all materials, Inspection charges, transportation up to store, transit insurance, loading, as specified and directed, unloading, stacking excluding GST levied by GOI & GOM in all respect, etc. complete as specified and directed by E/I PN 16 (SDR 9) 20mm Dia |
| 460 | Providing and fixing Gun metal full way valve of approved quality, all complete, as per specification and direction of E/I. 20mm dia and weight not less than 400gms |
| 461 | Providing & Supply of Compression fittings, PN16 rated in conformation to ISO:14236-2000 and shall be tested as per ISO:3459, ISO:3501 & ISO:3503, suitable for drinking water & approved by WRAS, UK/ KIWA etc, in food grade polypropylene and shall be inclusive of all cost such as testing, inspection charges, transportation up to store, transit insurance, loading, unloading, stacking excluding GST levied by GOI & GOM in all respect, etc. complete. Metal adapter 20x1/2" |
| 462 | Female Adaptor 20x1/2" |
| 463 | Elbow 90 Degree 20mm dia |
| 464 | Coupling20x20 mm dia |
| 465 | Supplying tools and cutting road as well restoring the same as per specification and direction of E/I.(b) Water bound macadum road (taken out materials will be used) For cutting road as per requirement |
| 466 | Earth work in back filling the trenches after laying different types and size of pipes with earth removed during excavation within initial lead and lift as per specification and direction of Engineerin- Charge. (For classification for Soil item - A & B) |
| 467 | Providing, installing and giving satisfactory field testing of Domestic water meter, horizontal inferential multijet type with magnetic drive and dry dial suitable for ambient 50º C Temperature duly sealed against tampering complete with couplings at both ends and conforming to class B as per IS 779/1994 (VI Revision) with ISI mark along with manufacturer"s test certificate and guarantee certificate, including cost of all materials and labour. (15 mm Diameter GI Pipe) |
| 468 | Water METER BOX- with Weather resistant PE/ GRP box, press fitted Lid fixing & built-in or external lock. |
| 469 | Providing and Supply of Clamp saddle ( DI Strap Saddle ) for house Service connection from metal pipe distribution System. Mains shall be fastened strap type with treadead outlet for serive connection . Clamp saddle shall be elastomer coated ( Insulated) type for firm grip on pipe as well as protect the coating on pipe and to insulate the unidentical metals. The saddle shall be single strap type upto pipe size of NB 600 and service outlet 15mm, 20mm, & 25mm dia. Fasteners shall be threaded nut bolt washer type. The sealling between saddle and mains shall be obtained by using a profieled elastomer seal matching to the curvature of pipe. The seal shall be elastomer type, suitable for all potable water application. The material of constrution of body, straps, fastener etc. shall be of non-corrosive such as engineering plastic (PE/PP) or stainless steel or a combination of both (100NB x15mm,20mm,25mm) |
| 470 | Road Crossing Manufacturing providing and supplying spirally welded / ERW / SAW / Fabricated M.S. Pipes (Commercial Quality) including procurement of plates. Gas cutting to required size rolling, tack welding, assembling in suitable lengths to form pipes, welding on automatic welding machine and forming "v" edge on both ends of pipe including all taxes, railway freight, insurance, unloading from railway wagon, loading into truck transport to stores / site, unloading, stacking etc. complete as per IS - 3589 and IS - 5504 as applicable as per specifications (No negative tolerance in thickness is permissible). A) For 90mm dia DI pipe - 323.9 mm dia9.5 mm thick MS pipe for casing (13 Nos.) |
| 471 | Pushing of M.S. pipe of following dia for road crossing and raiway crossing by push through method in all types of strata by using hydraulic jack and drilling machine of required diameter below 3.0 m depth including lowering, laying, jointing of M.S. casting pipe including cost of labour, fuel and material, required welding machinery, tripod, chain pulley block, crane, blower,etc.,transportation and dewatering etc. complete as directed by Engineer in charge but excluding cost of M.S. pipe. a) 200 mm to 499 mm dia MS pipe |
| 472 | Providing and applying primer first coat of intertol 49 W emaline 05/ 58 pipe coat or any other equivalent approved paint to the internal surface of pipeline at site, etc. complete. a) For 300 mm dia MS pipe - 168 m X 3.142 X 0.323 (two surface) First Coat |
| 473 | Second Coat |
| 474 | Operation & Maintenance Cost for 1 Year 1 Year Operation & Maintenance |
| 475 | Earthwork in excavation in foundation trenches in ordinary soil ( vide classification of soil item A) and disposal of excavated earth as obtained to a distance upto50M including all lifts, evelling , ramming the foundation trenches, removing roots of trees , surbs all complete as per approved design, building specification and direction of E/I. |
| 476 | Filling in foundation trenches and plinth in layers not exceeding 150 mm thick well watered, rammed fully compacted and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50 m and lift of 1.5 m all complete as per building specification and direction of E/I |
| 477 | Disposalofsurplusearthbeyond50mleadby mechanical means upto 1 Km. Item 3 - Item 2. |
| 478 | 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. |
| 479 | Providing designation 75B 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. |
| 480 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size). |
| 481 | Provided Reinforced cement concrete work in walls (any thickness), including attached palasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level upto floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sandzone-III) : 3 graded stone aggregate 20mm nominal size) |
| 482 | Provided Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 degree landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral staircases above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sandzone-III) : 3 graded stone aggregate 20mm nominal size) |
| 483 | Providing Tor steel reinforcement of 8mm - 12 mm dia rods as per approved design and drawing excluding carriage of M.S. 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 and direction of E/I. |
| 484 | Providng 12mm thick cement plaster (1:4) with clean coarse sand of F.M. 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I. |
| 485 | Providing 1.5mm. Cement punning including curing, carriage of water with all leads and lifts all complete as perbuilding specification and direction of E/I. |
| 486 | Providing and fixing in position pre-cast RCC manholecoverandframeofrequiredshapeand approved qrality . HD 20 |
| 487 | Circular shape 560mm internal dia. |
| 488 | M.S. Ladder (1 No.) |
| 489 | Carriage |
| 490 | Sand for filling |
| 491 | Coarse Sand |
| 492 | Stone chips |
| 493 | Steel |
| 494 | Cement |
| 495 | Bricks |
| 496 | Cost of Electromachnical of 650 KLD (2 nos.) & 600 KLD (2 nos.) |
| 497 | Operation and Maintanance for One year |
| 498 | Earthwork in excavation in foundation trenches in ordinary soil ( vide classification of soil item A) and disposal of excavated earth as obtained to a distance upto50M including all lifts, evelling , ramming the foundation trenches, removingroots of trees , surbs all complete as per approved design, building specification and direction of E/I. |
| 499 | Filling in foundation trenches and plinth in layers not exceeding 150 mm thick well watered, rammed fully compacted and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50 m and lift of 1.5 m all complete as per building specification and direction of E/I |
| 500 | 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. |
| 501 | Providing designation 75A brick work in C.M. (1:6) 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, raking out joints to 15mm depth, curing taxes and royalty all complete as per building specification and direction of E/I. |
| 502 | Providing designation 75A brick work in C.M.(1:4) in superstructure with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10 mm thick mortar joints, cost of screening, materials, scaffolding, raking out joints to 15 m depth, curing taxes and royalty all complete as per building specification and direction of E/I. |
| 503 | Providing designation 125 mm thick rainforced designation 75A brick work in 1:4 in super structure with approved quality of cvlean couse sand of FM 2 to 2.5 including the cost of screening carriage of materials scape holding ranking out joint 215 mm depth curring taxes and royalty but excluding the cost of rainforcement all complete as per building specification and direction of EI |
| 504 | Providing P.C.C M-150 with nominal mix of (1:2:4) in foundation with approved quality of stone Chip 20 mm to 6mm size graded and clean coarse sand of FM 2.5 to 3 including screening shuttaring mixing cement concrete in mixing and placing in position vibrating striking curing taxes and royalty all complete as per building specification and direction of engineer in charge. |
| 505 | Providing P.C.C M-100 with nominal mix of (1:3:6) in foundation with approved quality of stone metal grade-III (50mm to 25mm), size clean coarse 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. |
| 506 | Providing P.C.C.M-75 with normal mix of (1:4:8) in foundation with approved quality of stone metal grade - lll (50 mm to 25 mm size) & clean coarse sand of F.M 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and royalty all complete as per building specification and direction of Engineer in charge. |
| 507 | Providing RCC M-200 with nominal mix of (1:1.5:3) in all type of lintel with approved quality of stone chips 20mm to 6mm size graded and clean coarse 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. |
| 508 | Providing P.C.CM-100 with nominal mix of (1:3:6) in foundation with approved quality of stone metal grade-III (50mm to 25mm), 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 & direction of E/I. |
| 509 | Providing 25mm thick damp proof course with cement concrete M-150 with nominal mix of (1:2:4) with approved quality of stone chips of 20mm to 6mm size graded and clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, and mixing cement concrete in mixer with 5% cico or any other approved water proffing compound and placing in position, stricking, curing, taxes and royalty all complete, as per building specification and direction of E/I. |
| 510 | Providing RCC M200 with -do- in plinth beam |
| 511 | Providing RCC M-200 with nominal mix of (1:1.5:3) inlintal beam with approved quality of stone chips 20mm to 6mm size graded and clean coarse 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. |
| 512 | RCC M200 in sunshed (chajja) |
| 513 | Providing R.C.C M-200 with nominal mix (1:1.5:3) in roof slab with approved quality of stone chips 20mm to 6mm size graded and clean coarse 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. |
| 514 | Providing R.C.C M-200 with nominal mix of (1:1.5:3) in columns with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M. 2.5 to 3 including screeing, 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 specification and direction of E/I. |
| 515 | Providing R.C.C M200 with nominal mix of (1:1.5:3) in all types of beam withapproved quality of stone metal grade-III (20mm to 6mm), 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 & direction of E/I. |
| 516 | Providing 25 mm thick precast R.C.C M - 200 with nominal mix of (1:1.5:3) jali with approved quality of stone chips of 6mm nominal size and clean coarse sand of F.M 2.5 to 3 with 1.6mm 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 specifications and direction of E/I. |
| 517 | Providing RCC M-200 with nominal mix of (1:1.5:3) in all type of Chajja with approved quality of stone chips 20mm to 6mm size graded and clean coarse 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. |
| 518 | S/P/F good quality well dressed and well seasoned sal wood work in chaukhats in doors, windows opening…. Including wedge over all clamps complete including application of two coats of wood preservative of approved quality on the surface facing wall and lintal all complete as per building specification and direction of Engineer in Charge |
| 519 | Supplying fitting and fixing oxidised iron fittings of approved quality and make to doors and windows all complete as per building specification and direction of EI 100 mm butt hinge |
| 520 | Supplying fitting and fixing 35mm thick solid core type non-decorative single leaf flush shutters in doors and windows with black board core blended with high quality phenol formaldehyde synthetic resin both side commercial veneered of standard make with oxidised iron fittings hinges, tower bolts, handle, cleats and sand blocks and taxes all complete as per building specification and direction of E/I. |
| 521 | Providing Tor steel reinforcement of 8mm - 12 mm dia rods as per approved design and drawing excluding carriage of M.S. 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 and direction of E/I. |
| 522 | Providing Tor steel reinforcement of 8 mm & above dia rods as per approved design and drawing excluding carriage of M.S. 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 and direction of E/I. |
| 523 | Providing and fixing fan hook of 16mm dia M.S. bar 1 metre long bent to required size and shape placed in position and fixed in R.C.C. slab/ beam at the time of casting all complete as per building specification and direction of E/I. |
| 524 | Supplying fixing and fitting collapsible gate of approved size and make properly fabricated with vertical double channels 20x10x2 mm at 100 mm centres and braced with M.S. flat diagonals 20x3 mm , with bottom rails of T iron 40x40x6 mm with 38 mm dia steel pulley complete with bolts nuts locking arrangementstoppers handles including applying a priming coat of red lead paint car riage hoisting and taxex all complete as per building specification and direction E/I |
| 525 | Supplying, fitting and fixing fully glaxed steel door, windows or ventilations of standard rolled "T" and mullion steel sectioons and size as per IS- 1038 joints met and welded with 100x16x3mm M.S. lugs fixed in cement concrete (1:2:4) blocks 15x10x10cm, size including cost of oxidised iron fittings, with hinges, handle per steps, catch springs, 3mm thick palin glass panes with Aluminimum beads and inner frame fixed with lugs with 20mm long 6.3mm G.I. counter sunk machine screw and nuts and applying a coat of red lead paint carriage to work site hoisting and placing in position in all storys and taxes all complete as per building specification and direction of E/I. |
| 526 | Labour for fabricating, erecting, hoisting and fixing in position structural steel work in R.S. joists, channels, angles, Tees, flats, plates, lattice members, built up compound sections in columns, girders, staircase, or trusses including cost of gusset plates, holding down bolts, anchor plates at all heights and depths, bolting, welding (machining wherever necessary) with applying a priming coat of red lead paint all complete as per building specification and direction of E/I. |
| 527 | S/F/F MS grill gate with MS grill made of 20X6 MS flats or 16 mm square bars fitted on ---- do --- E/I |
| 528 | Entry gate 4M wide and 1.5M height and wicket gate 1 M wide and 1.5 M height. |
| 529 | Providing designation 75A one brick flat soiling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of Engineer |
| 530 | Providing designation 75A one brick on edge soling E/I (qty between road flank & drain) |
| 531 | Providing designation 75B one brick flat soiling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of Engineer. |
| 532 | Providing 50 mm thick cement concrete flooring 1:2:4 with 20 mm to 6 mm graded stone chips and top layer 6 mm thick (1:3) with 6 mm down graded chips |
| 533 | Extra for Providing and fixing 30x4mm glass strips in joints of flooring, complete job as per specifications and direction of E/I. |
| 534 | Providing and laying hydraulically machiine pressed terrazo tilles 20mm thick of approved texture with down marble chips of approved shade, size and quality, laid on 19mm, thick bed of lime mortar (1:1:1) (lime: surkhi: sand) with neat cement slurry mixed with pigment to match the shade of tiles between joints, including rubbing and polishing to granolithic finish with approved quality of carborandum stone including cost of curing, roualty and taxes all complete as perbuilding specification and direction of E/I. |
| 535 | Providing and laying hydraulically machiine pressed terrazo tilles 20mm thick in skirting of approved texture with 4 mm down marble chips of approved shade, size and quality, over 12mm thick cement palster (1:3) base with neat cement slurry mixed with pigment to match the shade of tiles between joints, including rubbing and polishing to granolithic finish with approved quality of carborandum stone including cost of curing, roualty and taxes all complete as per building specification and direction of E/I. (c) any light colour with 100% white cement |
| 536 | Providing and laying 25 mm thick kota stone slab flooring of approved size, texture and colour laid over 19mm thick base of lime mortar (1:1:1) (lime putty : surkhi : coarse sand) and jointed with gray cement slurry mixed with pigment to match the shade of slab including rubbing and polishing to granolithic finish with approved quality of carborundum stone including cost of curing, taxes and royalty all complete as per building specification and direction of E/I. |
| 537 | In Lobby 600 mmX600mm |
| 538 | Providing and laying 6mm precast white glazed tiles in walls over 12mm, cement mortar (1:3) and jointed with gray cement slurry, flush pointed with white cement including rubbing, polishing and cost of curing, taxed and royalty all complete as per building specification and direction of E/I. |
| 539 | Providing and laying 25mm thick kotah stone in risers of steps, skirting and pillars of approves size, texture and colour laid over 12mm thick cement palster (1:3) base with neat cement slurry mixed with pigment to match the shade of tiles between joints, including rubbing and polishing to granolithic finish with approved quality of carborandum stone including cost of curing, roualty and taxes all complete as per building specification and direction of E/I. |
| 540 | Providng 12mm thick cement plaster (1:3) with clean coarse sand of F.M. 1.5 including screening, curingwith all leads and lifts of water, scaffolding taxes and royaltyall completeas perbuildingspecificationand direction of E/I. |
| 541 | Providng 12mm thick cement plaster (1:4) with clean coarse sand of F.M. 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I. |
| 542 | Providng 12mm thick cement plaster (1:6) with clean coarse sand of F.M. 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I. |
| 543 | Providing 6mm thick cement plaster (1:4) in ceiling with celean coarse sand of F.M. 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I. |
| 544 | providing 1.5 mm cement punning including curing , carriage of water with all leads and lifts as per building specification and direction |
| 545 | Providing two coats of dry distemper of approved shade andmake overa primercoat ofwashing over new surface including preparing the plastered surface by rubbing smooth with pumice stone or fine sand paper applying putty wherever required, scaffolding washing floors and taxes all complete as per building specification and direction of E/I. |
| 546 | Whitewashingthreecoatsovernew surfacein ceiling. |
| 547 | Providingtwocoatofsnowcemofapproved shade and make over a coat of cement of primer on new surface mcluding preparing the plastered surface smooth with sand paper, soaping, curing andtaxesallcompleteasperbuilding specification and direction of E/I. |
| 548 | Providing french spirit polishing over new wooden surface to give desired texture and gloss withapprovedmakeandshadeofreadymixed frenchpolishincludingpreparingthesurface aftercleaning,removingdirtscales,smokes, greaseandsandpapering,includingcostof scaffolding and taxes all complete as per building specification and direction of E/I. |
| 549 | Providing two coats of synthetic enamel paint of approvedshadeandmakeoversteelsurface including cleaning the surface thoroughly cost of scaffolding and taxes all complete as per building specification and direction of E/I. |
| 550 | For Door & Window Frame |
| 551 | Labour for fitting and fixing GCI sheet roofing in proper slope including the cost of "J" or "L" hooks, limpetandbitumenwashers,carriage ofsheets to work site and taxes all complete. |
| 552 | Supplyof corrugatedG.C.I. sheet0.8 mmthick withzinccoatingnotlessthan375Gm/Sqm confirming to IS 227 (3 x 0 .885 M size of each sheet) cost with 10% CP+5% OHC |
| 553 | Supplyoffollowingsizesstructuralsteel:(add 10% CP+5% OHC) |
| 554 | Angle ironof 50 x 50 x 6 (as per IS:226) |
| 555 | ISMC channel size ISMC 100 (as per IS: 227) |
| 556 | MS Plate 12 mm thick |
| 557 | MSSagRod&Bolt16mm diaHYSDbars confirming to IS: 1786 |
| 558 | Supplying, fitting and fixing vitreous white glazed earthenwareI.W.CofparryHindustanorany other ISS approvedmake with100mmH.C.I"P" trap 15 litres C.I pull and let go flushing cistern of names or other I.S.S equivalent make, complete with all fittings, C.I. or CCbrackets 32mm alkathene/PVCtelesopicflush,pipeabout2M longwithonebrasscouplingandclampsG.I. chainandpullincludingsupplyingandfixinga pairofvitreouswhiteglazedearthenwareware footrest to be fixed in floor 15mm C.I. body brass spindle stope cock of weight not less than 50gm, 15mm PVC connection pipe 450mm long and the exposedpipeandcisternwithtwocoatsof approvedpaintoveracoatofredoxideprimer etc. all complete as per specification and |
| 559 | A-510mmlongwith12.5ltr.LowlevelPVC cistem |
| 560 | Supplying, fitting and fixing flat back or angular, lippedfrontvitreouswhiteglazedearthenware urinal of "Hindustan "Parry" or any other approvedISSmakewith5literscapacityC.I automatic fulsiing cistern of reliance for any other ISS approved make with all fittings with CI or RS brackets, standare size GI flushpipe withfitting clamps,15mmC.I.brassspindlestopcockof approvedqualityweightnotlessthan400gm, 15mmPVC/Alkthenepipe450mmlongwith brasscouplingatbothendsanddoingplumber joints including painting of exposed part with two coats of approved paintover a priming coat of red oxide,cuttingwallandfloor,makinggoodthe same etc.allcomplete asperspecificationand direction of E/I. |
| 561 | Flat back or standing corner (600mm x 350mm) |
| 562 | Supplying, fitting and fixing vitreous white glazed earthen ware wah hand basin of parry or Hindustanor anyother ISSapprovedmake supported on painted C.I. or R.S. brackets 32mm C.I.brasswaste,15mmdiaC.I.bodybrass spindlestopcockofapprovedqualityofweight notlessthan350gm,32mmPVCwastepipe 750mm long wtih brass coupling at one end and makingplumberjointsetc.allcompleteasper specification and as per direction of E/I. |
| 563 | Providing and fixing 600 x 450 mm beveled edge mirrorofsuperiorglass(ofapprovedquality) completewith6mmthickhardboardground fixedtowoodencleatswithC.P.brassscrews and washers complete. |
| 564 | Supplyingtoolsandmakingconnectionofnew G.I. distribution branch 15 mm to 50 mm dia with existingG.I.mainbyprovidingandfixingG.I. Teeincludingcuttingofpipe attwoplacesand threadingtheirends,providinglongscrewand one G.I. Nipple, all complete as per specification and direction of E/I. |
| 565 | 50mm dia. |
| 566 | Providingandfixingbrass/C.I. Stopcockof approved quality all complete as per specification and direction of E/I. |
| 567 | 15mm dia |
| 568 | Providingandfixingmaleended15mmdia brass bib cock of approved quality (Wt. not less than 350 gms.) with extra socket all complete as per specification and direction of E/I. |
| 569 | Supplying materials and labours for construction inspectionchamberofdesignationclass75B brickssize750mm deep,600x450internal dimensionhaving250mm wallthicknessin cementmortar(1:6)including12mmcement plaster (1:4) with punning on inside and cement plaster (1:6) with 600 x 475 mmG.I. cover with frame(Weightnotlessthan36kg.)alongwith earth work in excavation and 80 mm thick P.C.C (1:3:6) in foundation and refilling all complete. |
| 570 | Excavationforroadworkinsoliwithhydraulic excavatorof0.9 cumbucket capacityincluding cutting and loading in tipper, trimming in bottom andslopesinaccordencewithrequirementof lines and grades and cross section and transporting to the embankment location with all lifts grades and cross section, lift and lead up to 1000 m including royalty @ 24.00 per cum. cost of watering rolling and compection. |
| 571 | Granularsubbasewithcoarse gradedmaterial (400-2)(constructionofgranularsubbaseby providingcoarsegradedmaterial,spreadingin uniformlayerswithmotorgraderonprepared surface, mixing by mix in place method rotavator at OMC and compacting with the vibratory roller toachivethedesireddensity,completeasper clause 401. |
| 572 | For grading I material |
| 573 | WetMixMacadam(Providing,laying,spreading andcompactinggradedstoneaggregatesto WMM specification including premixing the materialswith waterat OMC in mechanicalmix plant carriage of mixed material by tipper to site , laying in uniform layers with paver in sub- base/basecourseonwellpreparedsurfaceand compacting with vibratory roller to achieve desired density. with vibratory rollar |
| 574 | Primecoat,providingandapplyingprimercoat with bitumen emulsion on prepared surface granular base including cleaning of road surface andsprayingprimercoatattherateof0.6 kg/sqm using mechanical means. |
| 575 | Opengradedpremix surfacing:Providinglaying and rolling of open graded premixed surfacing of 20 mmthickness composed of 13.2 to 5.6mm aggregateseitherusingpenetrationgrade bitumin or cut back or emulsion to required line, gradeandleveltoserveaswearingcourseon apreviously prepared base includingmixing ina suitableplant,layingandrollingwithasmooth wheel roller 10 tonne capacity finished to requiredlevelandgrades.Mechanicalmethod usingpenetrationgradeBituminasHMP of appropriate capacity with less than 75 tonnes/Hrs |
| 576 | Providing and applying tack coat with bituminus emulsion pressure distributer at the rate of0.20 kg per sqm on the prepared bituminious granular surface cleaned with mechanical broom |
| 577 | Seal coat (providing and laying seal coat sealing the voids in a bituminus surface laid to the levels grades and cross using Type A and Type B seal coats).Case II Type B (providing and layingofpremixsandsealcoatwithHMPof appropria |
| 578 | Construction of Embankment with material depositedfromroadwaycutting(constructionof emabankment withapproved materialdeposited atsitegradedandcompactedtomeet requirements of Table 300-2, rolling with smooth wheeled roller. |
| 579 | Painting lines, dasheson roads in two coats on new work (painting lines, dashes arrow ete on roadsintwocoats onnew workwith readymix road marking paint confirming to IS164 bituminious surface including cleaning the surface ofalldirtdustandotherforigenmatter demarcationatsiteandtrafficcontrol.Upto10 cm in width. |
| 580 | Providing and fixing of Retro reflectorised cautionarymandatoryandinformatorysignas per IRC:67madeof encapsulatedleastype reflectivesheetingvidevideclause801.3,fixed overaluminiumsheeting,1.5mmthick supported on a mild steel angle iron post 75mmX 75mmX6mmfirmlyfixedtothegroundby means of properly designed foundation with M15 gradecementconcrete45cmX45cmX60cm, 60cm belowgroundlevel asper approved drawing. |
| 581 | 60 cm equileteral trangle |
| 582 | 60X45 cm rectangle |
| 583 | Roadmarker/roadstudwith plastic body of RPM/ASA/HIPS as per clause 804.2.1 of MORTHfittedwithlensreflectorsinstalledin concrete orasphalticsurface bydrilling hole 30 mmuptoadepthof60mmandbeddedin suitablebituminiousgroutorepoxymortar,all as per ...confirming BS873 part4 1973 @ 6.00m c/c2 rows. |
| 584 | Providingandplacingonterrace(atallfloor levels)polyethylenewaterstoragetankISI: 12701markedwithcoverandsuitablelocking arrangementandmakingnecessaryholesfor inlet, outlet and overflow pipes but without fittings and the base support for tank |
| 585 | Providing and laying water proofing treatment on roofsofslabsbyapplyingcementslurrymixed with water proofing cement compound consisting ofapplying:a)aftersurfacepreparation,first layer of slurry of cement @ 0.488 kg/sqm mixed withwaterproofing cementcompound @0.253 kg/sqm.b)layingsecondlayerofFibreglass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than 10 cm. c) third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 kg/sqmmixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30 cmonparapetwallandtuckedintogroovein parapetallaround.d)fourthandfinallayerof brick tiling with cement mortar (which will be paid for separately. For the purpose of measurement the entire treated surface will be measured. |
| 586 | Making plinth protection 50 mmthick of cement concrete 1:3:6 (1 cemnt: 3 coarse sand: 6 graded stoneaggregate20mmnominalsize)over75 mm bed of dry brick ballast 40 mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth. |
| 587 | Providing and fixing on wall face unplasticised - RigidPVCrainwaterpipesconformingtoIS: 13592 Type A. 110 mm dia |
| 588 | Providing and fixing on wall face unplasticised - PVCmouldedfittings/accessoriesfor unplasticised - Rigid PVC rain water pipes conformingtoIS:13592TypeA. 110 mm shoe. |
| 589 | Providingandfixingtotheinletmouthofrain water pipe cast iron grating 15 cm diameter. |
| 590 | ProvidingandfixingM.Sholder-batclampsof approveddesigntoSandCastiron/castiron (spun)pipeembeddedinandincludingcement concrete blocks 10 x 10 x 10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone sggregate 20 mm nominal size) including cost of cutting holes and making good the walls etc. |
| 591 | 100 mm dia Pipe |
| 592 | ProvidingandfixingG.I.pipes completewith G.I.fittings and clamps,including cutting and makinggoodthewallsetc.(Internalwork): Concealed pipe including painting with anti corrosivebitumasticpaint,cuttingchasesand making good the wall. |
| 593 | 15 mm dia nominal bore |
| 594 | 20 mm dia nominal bore |
| 595 | ProvidingandfixingC.P.brass bibcockof approved quality conforming to IS : 8931. |
| 596 | 15 mm nominal bore |
| 597 | ProvidingandfixingPTMTsoapDishHolder having length of 138 mm, breadth 102mm, heightof75mmwithconcealedfitting arrangements. Weighing not less than 106 gms. |
| 598 | ProvidingandlayingrectifiedGlazedCeramic floor tiles 300 x 300 mm or more (thickness to be specifiedbythemanufacturer)of1stquality conformingtoIS:15622ofapprovedmakein coloursWhite,lvory,Grey,FumeRedBrown, laidon20mm thickcement mortar1:4(1 Cement : 4 Coarse sand)including groutingthe jointswithwhitecementandmatchingpigment etc., complete. |
| 599 | Providing and laying in position machine batched andmachinemixeddesignmixM-25grade cementconcrete forreinforced cementconcrete work,usingcementcontentasperapproved design mix, including pumping of concrete to site oflayingbutexcludingthecostofcentering, shuttering, finishing and reinforcement, including admixturesinrecommendedproportionsasper IS: 9103 to accelerate, retard setting of concrete, improveworkabilitywithoutimpairingstrength anddurabilityasperdirectionofEngineer-in- charge.“(Note:-Cementcontentconsideredin this item is @ 330 kg/cum.“Excess/ less cement usedasperdesignmixispayable/recoverable separately). All works upto plinth level |
| 600 | Providing M-35 grade concrete instead of M-25 grade BMC/ RMC. (Note : Cement content considered in M- 35 is @ 350 kg/ cum) |
| 601 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : |
| 602 | Providingand fixing15 cmwide 45cmoverall semicircularplainG.Ssheetgutterwithiron brackets 40 x 3 mm size, bolts, nuts and washersetc.includingmakingnecessary connections with rain water pipes complete. 0.8 mm thick with zinc coating not less than 275 gm/Sqm. |
| 603 | Providingridgesorhipsofwidth60cmoverall width plain G.S. sheet fixed with polymer coated J.orLhooks,boltsandnuts8mmdia.G.I. limpetandbitumenwashers complete (0.80mm thick with zinc coating not less than 275gm/m2) |
| 604 | Providing&fixingM.Sholder-batclamps of approveddesigntoSandCastiron/castiron (spun)pipeembeddedinandincludingcement concreteblocks10x10x10cmof1:2:4mix(1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including cost of cutting holes and making good the wall etc. |
| 605 | For 100 mm dia pipe |
| 606 | Providingandfixinginpositionpre-castRCC manhole cover and frame of required shape and approved qrality . HD 20 |
| 607 | Circular shape 560mm internal dia. |
| 608 | Makingsoakpit2.5mdiameter3.00mdeep with 45X45 cmdry brick honey comb shaft with bricks and SW drain pipe 100 mm diameter, 1.8 m long complete as per standard design. With common burnt clayFPS(nonmoduler)brickofclass |
| 609 | ProvidingandFixingsoil,wasteandventpipe: 75 mm dia sand cast iron socket & spigot pipe |
| 610 | Wiring for light point/fan point/ exhaust fan point/ call bell point with 1.5 sq. mm FR PVC insulated copperconductorsinglecorecableinsurface/ recessedPVCconduit, withmodular switch, modularplate,suitable GIbox andearthingthe point with 1.5 sq. mm FR PVC insulated copper conductor single core cable etc as required. |
| 611 | Group A |
| 612 | Group B |
| 613 | Group C |
| 614 | Wiringforlightpointwith1.5Sq.mmFRPVC insulatedcopperconductorsinglecore cablein surface/recessedPVCconduitalongwith2No 2.5 sq. mm FR PVC insulated copper conductor single core cable for loop earthing as required. |
| 615 | Wiringforlight/powerplugwith4X4sq.mm FR PVC insulatedcopperconductor single core cableinsurface/recessedPVCconduit alongwith2No4sq.mmFRPVCinsulated copper conductor singlecorecablefor loop |
| 616 | SupplyingandfixingoffollowingsizesofPVC conduit along with accessories in surface/recess includingcuttingthewallandmakinggoodthe same in case of recessed conduit as required. 25 mm |
| 617 | Supplying and fixing metal box of following sizes (nominal size) onsurfaceor inrecess with suitable size of phenolic laminated sheet cover in front including painting etc as required. 75x75x50mm |
| 618 | Supply and fixing following modular base & cover plateonexistingmodularmetalboxesetcas required. 4/5 module |
| 619 | Supplyandfixingfollowingmodularswitchand socket on the existing modular plate & switch box including connections but excluding modular plate etc as required |
| 620 | 3 pin 5/6 amp socket outlet |
| 621 | Telephone socket outlet |
| 622 | SupplyingandfixingsuitablesizeGIboxwith modular plate and cover in front onsurface or in recess,including providingand fixing3 pin5/6 ampsmodular socketoutletand5/6amps modular switch, connection, painting etc as required |
| 623 | SupplyingandfixingsuitablesizeGIboxwith modular plate and cover in front onsurface or in recess,includingprovidingandfixing6pin 15/16ampsmodular socket outletand15/16 ampsmodularswitch,connection,paintingetc as required |
| 624 | Supplyandfixingsteppedtypeelectronicfan regulatorontheexistingmodularplateswitch box including connections but excluding modular plate etc as required |
| 625 | Supplyandfixingcallbell/buzzersuitablefor D.C/A.Csinglephase230voltscompleteas required. |
| 626 | Supply and fixing3 pin,5 amp.Ceiling rose on the existing junction box/ wooden block including connection etc as required. |
| 627 | Supplyandfixingbrassbatten/angleholder including including connection etc as required |
| 628 | Installation,testingandcomissioningofceiling fan, ancluding wiring the down rods of standard length(upto30cm)with1.5sqmmFRPVC insulated,copperconductorsinglecorecable, including providing and fixing phenolic laminated sheet cover on fan box etc as required |
| 629 | Installation,testingandcommissioningofpre- wired, flourescent fitting/compact flourescent fittingofalltypes,comletewithallaccessories andtubeetcdirectlyonceiling/wall,including connectionwith1.5sq.mmFR PVCinsulated, copper conductor, single core cable and earthing etc as required. |
| 630 | Installation of exhaust fan upto 510 mm sweep in the existing opening including making the hole to suitthesizeoftheabove fanmakinggoodthe damage connection testing commissioning etc as required. |
| 631 | Extra for cutting and threading of G.I pipe heavy guage down rod for ceiling fan etc. as required. |
| 632 | Distribution Boards |
| 633 | Supply and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 volts,onsurface/recess,completewithtinned copper busbar, neutral busbar, earth bar, din bar, detachableglandplate, interconnections, phosphatized and powder painted including earthing etc as required. 2 way single door |
| 634 | Supply and fixing 6 amps to 32 amps rating 240 volts "B" seriesminiature circuit breaker suitable for lighting and other loads of following poles in the exsisting MCB DB complete with connection testing and commisssioning etc. as required 6/32 amps, single pole B series |
| 635 | Providingandfixing4mmdiacopperwireon surface or in recess for loop earthing as required |
| 636 | P & F double ball bearing capacitor start ceiling fanofapprovedmakecompletewithregulator andotheraccessoriesasrequired.(for estimation purpose only) |
| 637 | 1200 mm sweep |
| 638 | Cost of Carriage |
| 639 | Sand for filling |
| 640 | Coarse Sand |
| 641 | Stone chips |
| 642 | Steel |
| 643 | Cement |
| 644 | Bricks |
| 645 | Operation and Maintanance for One year |
| 646 | Cost of Equipment for collection Transportion segregation and processing of solid waste |
| 647 | Rain Water Harvesting 4 nos. |
| 648 | GST18% |
| 649 | Labour Cess@1% |
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