Drinking Water And Sanitation Department has published Tender For Ranidih And Adjoining Villages Rural Water Supply Scheme,Under D. W. And S. Division Madhupur On Turnkey Basis.. Submission Date for this Tender is 09-12-2022. Centrifugal Pump Tenders in madhupur Jharkhand. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | WATER TREATMENT PLANT |
| 2 | Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authorityand Providing all labours and necessary equipment for designing & construction of Unconventional WTP of 1.60 MLD capacity. With all complete job. (Please refer to Section 5,Sl. 2.3 of SBD) |
| 3 | Providing & fixing removable mechenism type Bulk Water Meter. |
| 4 | 100 mm |
| 5 | 150 mm |
| 6 | Elevated Service Reservoir |
| 7 | ESR |
| 8 | Capacity 1.50Lakh Litre Stagging Height - 21.00m |
| 9 | Capacity 2.65Lakh Litre Stagging Height - 24.00m |
| 10 | Providing & fixing Removable mechanism type Bulk water meter |
| 11 | 150mm |
| 12 | 200mm |
| 13 | Intake Well With Pump House 5.0M dia |
| 14 | 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. (Please refer to Section 5,Sl. 2.1 of SBD) |
| 15 | E/Win excavation of foundation trenches oftoe wall spillwayhead regulator , outlet intake well etc. as per designed section in all kinds of soil / hard soil /soft rock includingmoorum soil. Soil mixedwith kankar pebbles and boulders upto 300 mm size and disposalof the same ( beyond 50 m away from edge of the trenches ) with initial lift of 1.5 m asper speciation and direction of E/I( As per WRD : 5.1 14.1 +15.1.21.1) |
| 16 | Initial lift |
| 17 | Ist Lift |
| 18 | 2nd Lift |
| 19 | 3rd Lift |
| 20 | Earthworkinexcavationof foundationtrenchesof toe wall, spillway , head regulator, outlet , intake well etc. as per designed section inordinaryrock or soft rock ( vide classification of soil item-C ) withdisposal ofsoil (beyond 50m from the edge of the trenches ) with initiol lead of 1.5m as per specification and direction of E/I. (soft rock where blasting as required and approved by the concerned Chief Engineer. ( As per WRD :5.1.15.1+5.1.21.2) |
| 21 | 3rd Lift |
| 22 | 4th Lift |
| 23 | Earthworkinexcavationof foundationtrenchesof toe wall, spillway , head regulator, outlet , intake well etc. as per designed section inHard Rock(beyond 50m from the edge of the trenches ) with initiol lead of 1.5m as per specification and direction of E/I. (Hard Rock where blasting is required and approved by the concerned Chief Engineer.( As per WRD :5.1.16.1+5.1.21.2) |
| 24 | 4th Lift |
| 25 | 5th Lift |
| 26 | 6th Lift |
| 27 | ProvidingP.C.C.M-150in nominalmix of (1:2:4) In foundation with approved quality of stone chips 20 mm to 6 mmsizegraded&cleancoarsesandofF.M.2.5 to 3 including screening, shuttering,mixingcementconcrete inmixer &placinginposition, vibrating,striking, curing,taxes&royalty all complete as per building specification & direction ofE/I. [RCD – 7.2 |
| 28 | Providing and laying in situ Cementconcrete of trap / granite / quartzite / gneiss metal for RCC work in foundation like raft , grillage, strip foundation and footing of RCC columns and steel stanchions including Normal dewatering, plywood form work, bully / steel propose, compaction, finishing and curing, etc, complete. (By weigh batching and mix design for M -250 and M- 300 only. Use ofL & T , A C C , Ambuja , Birla Gold , Manikgad , Rajashree, etc. cement is permitted. )(excluding M. S or Tor In RCC M -300 |
| 29 | Providing and castinbg in situ cement concrete of trap/granite/quartzite/gneiss metal of apporived qulity for RCC work as per detaled drawings and designs or as directed by engg.incharge including normal dewatering, centering ,plywood formwork, bully /steelprop-ups, compaction,finishing the formed surface with CM : 3 of sufficient minimum thickness if special finish is to be provided and curing,etc. complete .(weight batching and mix design for M-250 & M-300 only. Use of LNT,ACC, AMBUJA, BIRLA GOLD, MANIKGAD, RAJSHREE, etc cement is permitted including MS, or TOR reinforcement)d) For RCC M-300 grade slabs/landings/vertical/walls/waist/steps for staircase |
| 30 | Providing and castinbg in situ cement concrete of trap/granite/quartzite/gneiss metal of apporived qulity for RCC work as per detaled drawings and designs or as directed by engg.incharge including normal dewatering, centering ,plywood formwork, bully /steelprop-ups, compaction,finishing the formed surface with CM : 3 of sufficient minimum thickness if special finish is to be provided and curing,etc. complete .(weight batching and mix design for M-250 & M-300 only. Use of LNT,ACC, AMBUJA, BIRLA GOLD, MANIKGAD, RAJSHREE, etc cement is permitted including MS, or TOR reinforcement)d) For RCC M-250 grade slabs/landings/vertical/walls/waist/steps for staircase |
| 31 | providing and casting in situ cement concrete of trap / granite /quartzite / gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer- in- charge including normal dewatering , centering , plywood formwork , bully / steel prop-ups , compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness if special finish is to be provided and curing , etc ,complete. (By weigh batching and mix design For M-250 AND m-300 only.use of LNT.ACC,AMBUJA,BIRLA GOLD, MANIKGAD, RAJSHREE, etc. cement is permitted, (exculiding MS,or TOR reinforcement cent) For RCC M-250 grade Beams/Brace/Lintels |
| 32 | Supplying materials and labour for fixing 20 mmdia M.S. bar steps in stening well of 0.3 interval and staggered in (1:2:4) cement concrete includingscaffolding and curing etc, all complete as per speciation and direction of E/I. |
| 33 | ProvidingR.C.CM-200withnominalmixof(1:1.5:3) in lintelwith approvedqualityof stone chips 20mm to 6mm size graded & clean coarse sand ofF.M.2.5to3includingscreening,shuttering,mixing cementconcretein mixer& placingin position,vibrating, striking,curing(butexcludingthecostofreinforcement), taxes & royalty all complete as per building specification& direction of E/I. |
| 34 | Providing designation 75A brick work in C.M. (1:6) in superstructurewith approvedqualityof clean coarsesand of F. M. 2 to 2.5 includingproviding10 mm thick mortar joints, costs of screening, materials, scaffolding, ranking out joints to 15mm depth curing, taxes & royalty all complete as per building specification& direction of E/I. (J. S. R. item No. BCD 5.2.11) |
| 35 | Providing R.C.C. M – 200 with normal mix of ( 1:11/2 : 3 ) in columns with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position,vibrating, striking,curing(butexcludingthecostofreinforcement), taxes & royalty all complete as per building specification& direction of E/I. |
| 36 | Providingaverage 63 mm thick R.C.C M-200 with nominal mix of (1:1.5:3 ) chajja with approved quality of stone chips 20mm to 6mm size graded & clean coarse sand of F.M 2.5 to 3 including making drip course in concrete, screening, centering, shuttering, & mixing cement concrete in mixer & placing in positionvibrating,striking, 6mm cement plaster (1 :4) in ceiling & sides of chajja with sand of F.M 1.5 , curing (but excluding the cost of reinforcement) taxes, & royalty all complete as per building specification of E/I. |
| 37 | Providing centring & shuttering |
| 38 | Providing25mm thick pre cast R.C.C. M-150 with nominal mixof(1:2:4)Jaliinventilatorwithapprovedqualityof stone chips of 6mm nominalsize 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) includingcost of curing, scaffoldingand finishing,all complete, as per building specification and direction of E/I. |
| 39 | Providing 12 mm thick water proof cement plaster (1:3) with approved quality of clean coarse sand of F.M. 1.5 with 5 % Cico or any other water proofing compound including screening, curing with all leads & lifts of water, scaffolding, taxes & royalty all complete as per building specification& direction of E/I. [SR – BCD 5.7.14] |
| 40 | Providing25mmthickfirstclasspatentstoneflooring (1:2:4) withstone chips in two layers, bottom layer 19 mm thick (1:2:4) with 12 mm to 6mm size graded stone chips and top layer 6 mm thick (1:2) with 6 mm downstone chips, in panels including cost of curing, finishing the surface smooth by rubbingwith carborandumstone,taxes & royaltywith all complete as per building specification & direction ofE/I. |
| 41 | Providing 12 mm thick cement plaster (1:6) on wall of P.H. with approved quality of clean coarse sand of F.M. 1.5 includingscreening,curingwith all leads & lifts of water, scaffolding, taxes & royalty all complete as per building specification & direction of E/I. |
| 42 | Providing6 mmthickcementplaster(1:4)in ceilingwith approved quality of clean coarse sand of F.M. 1.5 including screening, curing with all leads & lifts of water, scaffolding, taxes & royalty all complete as per building specification& direction of E/I. |
| 43 | Providing1.5 mm neat cementpunningin dado including curingcarriageofwaterwithallleadsandliftsasper building specification & direction of E/I. |
| 44 | Supplying and fixingrolling shutters of approved make ,made of required size M.S. laths ,interlocked together through their entire length and joined together through their entire length and joined together at the end by end rocks ,mounted on specially designed pipe shaft with brackets ,side guides and arrangements for inside and outside locking with push and pull operation completeincluding the cost of providing and fixing necessary 27.5 cm long wire springsmanufactured from high tensile steel wire of adequate strength conforming to IS :4454 part 1 and M.S top cover of required thickness for rolling shutters 80x1.25 mm M.S laths with 1.25 mm thick top cover |
| 45 | Ball bearing for Rolling shutter |
| 46 | Supplying, fitting and fixing fully glazed steel door, windows or ventilations of standard rolled ‘Z’ and mullion steel sections and size as per IS- 1038 joints met and welded with 100x16x3mm M.S. lugs fixed in cement concrete (1:2:4) blocks 15x10x10mmcm, size including cost of oxidized iron fittings, with hinges, handle per steps, catch springs, 3mm thick plain 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. |
| 47 | Supplying,fitting& fixing M. S. Grill made of 20 x 6 mm M.S. flat as per approved design & drawing, properly fabricated with joints continuous fillet welded & finished smooth, carriage of grill to work site, hoisting as per the building specification & direction of E/I. (where materials is not supplied by the Dept.) (S.R. Item No. BCD 5.5.12) |
| 48 | Providing GI pipe hand rail with 40 mm GI pipe of ITC or equivalent make properly fitted and fixed in position rail posts with all necessary accessories all taxes all complete as per building specification and direction of E/I.[MJP-18-19] |
| 49 | ProvidingTor steelreinforcementof 10 mm ,12mm & 16mm dia bars as perapproveddesign & drawing excluding carriagetoworksite, cutting, bending & binding with annealed wire with cost of wire,removalofrust,placingtherodsinpositionall complete as per building specification & direction of E/I. |
| 50 | Supplying all materials, labour, tools, & hoisting, placing & fixingin positionof R.S.joist (250 X 125 mm ) size includingcost of cutting& straightening of the R.S. Joist to reacquired shape & size, supplyingfor fixing the chain pulley blockall complete job as per the direction of E/I. |
| 51 | Providing 2 coats of snowcem of approved shade and make over a coat of cement primer on new surfaceincluding preparing the plastered surface smooth with sand paper, curing, scaffolding & taxes all complete as per building specification & direction of E/I. |
| 52 | Providingprimerone coat of read lead paint of approved make over new steel surface including preparing the surface aftercleaning,removingrust,dirt’s,scales,smokesand grease and cleaning the surface thoroughly including cost of scaffoldingand taxesall completeas per directionof E/I. (Mode of measurement :- area shall be multiplied by the co- efficient as indicated in building specification.) |
| 53 | Providing and Fixing M.S.Sluice gates in position as per detailed drawing and specification including cost of all materials labour, operating pedstal connecting rod painting with three coast of anticorrosive paint, etec. Complete as directed by enginner- in - chargeMJP-section-J-Item-no.-12 |
| 54 | Providing M.S. Rose piece |
| 55 | Carriage of material from divisional store are kiln side or quality side to work including contractor profit loading ,unloading transportation are complete . |
| 56 | Cement10KM lead |
| 57 | Steel10KM lead |
| 58 | Sand36KM lead |
| 59 | Bricks6KM lead |
| 60 | Stone/Stone Chips11KM lead |
| 61 | Gangway 60 M long and 3.0M wide |
| 62 | 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. |
| 63 | Initial lift |
| 64 | 1st lift |
| 65 | 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 . |
| 66 | 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. |
| 67 | 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-25 |
| 68 | 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 ) |
| 69 | Providing R.C.C.M – 200 with normal mix of ( 1:11/2 : 3 ) in beam of all types with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, Vibrating ,striking ,curing ,taxes and royalty all completed as per specification and direction of Engineer in charge |
| 70 | RCC in Beam |
| 71 | RCC in Cross beam M 250 |
| 72 | RCC in Bracing (Short) M 250 |
| 73 | 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 |
| 74 | Providing GI pipe hand rail with 40 mm GI pipe of ITC or equivalent make properly fitted and fixed in position rail posts with all necessary accessories all taxes all complete as per building specification and direction of E/I. |
| 75 | 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. |
| 76 | Providing 25 mm thick 1st class patent stone flooring (1:2:4) with stone chips in two layers, bottom layer 19 mm thick (1:2:4) with 12 mm to 6mm size graded stone chips and top layer 6 mm thick (1:3) 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. |
| 77 | 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. |
| 78 | 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. |
| 79 | Carriage of materials from divisional store or kiln site or quarry site to work site including contract profit, loading, unloading, transportation, etc. all complete. |
| 80 | Cement10KM lead |
| 81 | Steel 10KM lead |
| 82 | Sand 36KM lead |
| 83 | Stone/Stone Chips11KM lead |
| 84 | Mechanical & Electrical Work at Intake well |
| 85 | Supply, installation, testing and commisssioning of vertical turbine pumpsets with allied equipment as under (Please refer to Section 5,Sl. 2.4of SBD) |
| 86 | Vertical turbine pump (make: Kirloskar / WPIL/Mather & Platt) as per IS : 1710/1972, water lubricated, capable of discharging 17.78lps against a head of 96m, consisting of bowl assemblies with dynamically balanced bronze impellers, stainless steel pump shaft and line shaft 1.5m length coupled with energy efficient squirrel cage induction motor (IEB) confirming to IS:325 and IS:12615 eff1 rating, having 20% more BHP than that of pump, operating on 1500rpm, 415V±10, 3 PH, 50 HZ [make: Kirloskar/ ABB/BHEL/ Crompton] all complete with suitable 1.5m long flanged type M.S.column pipe 30 ft with accessories discharge head, strainers, prepublication tank, pressure gauge, required size of sluice valve and non- return valve standard fitting, including construction of MS delivery header, jointing it with delivery line by providing required MS pipes and specials, nuts, bolts, packings etc. as per site requirement and direction of E/I. |
| 87 | Discharge- 17.78 LPS; Head-96m(1W+1S) - |
| 88 | MCP: floor mounted cubical LT Motor Control Panel board fabricated with MS sheet and painted, dust-vermin prooffor two motors of each type shall be connected with each panel. Each panel consisting of proper power distribution 250A copper busbar- 4 pole,1 no. 250A MCCBas incoming feeder and 2 nos. 125A MCCB as outgoing feeders for motors, 2 no. 32A MCB for lighting and other loads. Including 1 no. 125A MCCB as spare feeder [MCCB make: L&T /ABB / Siements / Schnieder), selector switches, switch disconnecter isolator (TPN) Voltmeters, Amperemeters, indicator lamps etc. all complete with internal wiring, protection units / relay and capacitor banks of proper KVAR for power factor control. |
| 89 | Supply & installation fully automatic star delta starter to operate induction motor working on 415V, 3 phase ,50hz with no volt coil, over load element , ON- OFF push buttons , with necessary material and connected to supply, etc. competele starter with original sheet steel encloser (suitable for themotor 50HP)[make: L&T / Siemens / Schneider] etc. |
| 90 | Power wiring with 35 sq,mm, 3core, 1.1KV grade, LT copper cables PVC insulated unarmoured from MCP to starter and starter to Motors, laying, jointing and making proper terminations all complete.(Panel to pump set) |
| 91 | Earthing: Cost of earthing of installation as per IE Rules for & IS 3043 each motor including all matairials & accessories etc all complete. |
| 92 | Providing, erecting 100 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, oil, Earthing, etc. all complete. |
| 93 | 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. |
| 94 | Lighting: Doing internal and external lighting by doing wiring and installing luminaries with standard lumen in pump house,gangway and electric substation of Raw Water pumping plant. Including lightning arrestor for pump house. |
| 95 | Cost of construction of pcc DP structure by supplying and erecting rail pole, top bracket channel, back clamp, 11KV disc insulator with hardware earthing set complete, MS angles, top channels, insulators, AB switch, three sets of horn gap fuse and 11 kv lightening arrester, GI wire, stay set complete nut bolts, cost of earthing of transformer (2 nos. 1 no. for neutral and 1 no. for body) with all required material labours, PCC foundation work for transformer fabrication work required for the direction of Engineer-in-charge. |
| 96 | Cost of providing & laying of 120 sq.mm x 3.5 core Aluminum conductor PVC sheathed, PVC insulated armored cable from transformer to MCP, etc. all complete job as per I.E. rules and specification of Jharkhand State Electricity Board (Transfarmer to Panel) |
| 97 | (Mechanical & Electrical Part at WTP) |
| 98 | Suply, installation, testing and commisssioning of horizontal casing centrifugal pumpsets with alied equipment as (Please refer to Section 5,Sl.2.5of SBD) |
| 99 | Horizontal Split Casing Multi stage centrifugalpump (make: Kirloskar / WPIL / Mather & Platt) as per IS:5120, capable of discharging required flow 17.78lps against required head 55m mounted on common base plate with energy efficient squirrel cage induction motorconforming to IS:325, IE3 rating, having 20% more BHP than that of pump, operating on 1500 rpm, 415V, 3 PH, 50Hz [make: Kirloskar / ABB / Crompton Greaves] pressure gauge,required size and length of sluice valve andnon-return valve, standard fittings, . including construction of MS delivery & suction header, jointing it with delivery line by providing required MS/CI pipes and specials, nuts, bolts, packings PCC foundation base plate fabrication work etc all complete as per Indian standared & direction of E/I. |
| 100 | Discharge- 17.78 LPS; Head-55m(1W+1S) - |
| 101 | Ffloor mounted cubical LT Motor Control Panel board fabricated with MS sheetand painted, dust-vermin proof each for above two types of motors, three motors of eachtype shall be connected with each panel. Each panel consisting of proper power distribution250A copper busbar- 4 pole., 1 no. 250A MCCB in the incoming feeder and 3nos. 63A MCCB as outgoing feeders for motors, 2 no. 32A MCB for utility and lighting. including 2 no. 63AMCCB as spare feeder [MCCB make: L&T / ABB / Siements / Schnieder), selector switches, switch disconnecter isolator (TPN)Voltmeters, Amperemeters, indicator lampsetc. all complete with internal wiring,protection units / relay and capacitor banks of proper KVAR for power factor control, etc. all complete. |
| 102 | Supply fully automatic star delta starter to operate induction motor working on 415V, 3 phase ,50hz with no volt coil, over load element , ON- OFF push buttons , with necessary material and connected to supply, etc. competele starter with original sheet steel enclose(suitable for the above motor 15HP)[make: L&T /Siemens / Schneider] etc. |
| 103 | Power wiring with 16 mm23core, 1.1KV grade, LT copper cables PVC insulated armoured from MCP to starter and starter to Motors, laying, jointing and making proper terminations all complete. (Panel to pump sets) |
| 104 | a) 16 sqmm |
| 105 | Earthing: Cost of earthing of installation as per IE Rules & Is 3043 for each motor including all matairials & accessories etc all complete. |
| 106 | Providing, erecting 50 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, oil, Earthing, etc. all complete. |
| 107 | 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. |
| 108 | Supplying & installation fire extinguesser 2 nos lighting Arester for pump house & 2 nos first aid box. |
| 109 | Cost of construction of pcc DP structure by supplying and erecting rail pole, top bracket channel, back clamp, 11KV disc insulator with hardware earthing set complete, MS angles, top channels, insulators, AB switch, three sets of horn gap fuse and 11 kv lightening arrester, GI wire, stay set complete nut bolts, cost of earthing of transformer (2 nos. 1 no. for neutral and 1 no. for body) with all required material labours, PCC foundation work for transformer fabrication work required for the direction of Engineer-in-charge. |
| 110 | Cost of providing & laying of 120 sq.mm x 3.5 core Aluminum conductor PVC sheathed, PVC insulated armored cable from transformer to MCP, etc. all complete job as per I.E. rules and specification of Jharkhand State Electricity Board (Transfarmer to Panel) |
| 111 | Raw / ClearWater Rising main. |
| 112 | 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) |
| 113 | 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. |
| 114 | DI Pipe 100 mm dia Class K-9 |
| 115 | DI Pipe 150 mm dia Class K-9 |
| 116 | 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. |
| 117 | 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 |
| 118 | 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. |
| 119 | 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) |
| 120 | 100 mm dia DI K-9 |
| 121 | 150 mm dia DI K-9 |
| 122 | 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 |
| 123 | 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 |
| 124 | 100 mm Dia Pipe |
| 125 | 150 mm Dia Pipe |
| 126 | ProvidingDouble Flanged SluicevalveconfirmingforIS 2906/14846including worn gear arrangements as per test pressurestainlesssteel spindle, caps including all transportation etc.complete . (without bypass Arrangement ) |
| 127 | Sluice valve PN 1.6 150 mm dia |
| 128 | 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 . |
| 129 | Single Ball Flanged / screwed TypeP.N 1.6 Dia- 25 mm |
| 130 | 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). |
| 131 | 25 mm dia |
| 132 | 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). |
| 133 | Sluice valve PN 1.6 150 mm dia |
| 134 | Earthwork inbackfilling the trenchesafterlaying different typesandsizes of pipes with earth removed duringexcavationwithininitial leadandliftasperspecification and directionof Engineer-in - Charge(for classification ofSoilitemA&B) |
| 135 | Construction of B.W. masonry valve chamber of size 1.20 x 0.90 x 1.50 mt. as per enclosed annexure |
| 136 | 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 |
| 137 | 100 mm Dia Pipe |
| 138 | 150 mm Dia Pipe |
| 139 | Supply all materials & construction of Thrust Block where required |
| 140 | DISTRIBUTION MAIN |
| 141 | Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authorityand Providing all labour, materials, equipment to procure and laying of DI class K-7 pipes with Cement Mortar Lining for distribution main(Please refer to Section 5,Sl. 3.0 of SBD) |
| 142 | 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 lengthsofclassK-9 suitable forpush- on - joint (Rubber gasket Djointing) with cementmortarlining inside the pipes with outside zinc and bituminous coating includingtransportation,taxes & duties contractor profit insurancecarriagetowork site with loading Unloading etc stacking including inspection chargesand alltaxesall complete.(including cost of one no. gasket for each pipe) |
| 143 | 100 mm dia DI Pipe Class K-7 |
| 144 | 150 mm dia DI Pipe Class K-7 |
| 145 | 200 mm dia DI Pipe Class K-7 |
| 146 | 250 mm dia DI Pipe Class K-7 |
| 147 | 63 mm dia HDPE |
| 148 | 75 mm dia HDPE |
| 149 | 90 mm dia HDPE |
| 150 | 110 mm dia HDPE |
| 151 | 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 includingED, CST, all taxes, etc. coplete as per I.S. 9523. |
| 152 | specials of HDPE pipe 3% of pipe cost |
| 153 | EarthWorkinexcavation(As perI.S.3114/1965)for layingofDifferenttypesand sizeofpipessoastogiveone meteraveragecoveroverthe socketofpipewithdisposal of excavated earth within initiallead andlife asper specificationand directionof Engineerin-charge(b) For classification of soil item -B |
| 154 | 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. |
| 155 | Supplyinglabours,tools , tackles, lubricant etc for laying andjointing DI / C.I.S/S Tyton p i p e s ( c l a s s L A ) t r e n c h e s s u p p l y i n g r u b b e r g a s k e t (Rubbergasketsconfirmingto I.S.S.-5382-1969)andmaking g a s k e t j o i n t s i n c l u d i n g providing night guard ,barrier andredlighttosafeguard against accident ,allcomplete ( P i p e t o b e s u p p l i e d departmentally free of cost and layingofpipesistobedoneas per(I.S.S.3114-1985)asper d e s i g n , s p e c i f i c a t i o n a n d direction of E./I. (without gasket) |
| 156 | 100 mm dia DI Pipe Class K-7 |
| 157 | 150 mm dia DI Pipe Class K-7 |
| 158 | 200 mm dia DI Pipe Class K-7 |
| 159 | 250 mm dia DI Pipe Class K-7 |
| 160 | 63 mm dia HDPE |
| 161 | 75 mm dia HDPE |
| 162 | 90 mm dia HDPE |
| 163 | 110 mm dia HDPE |
| 164 | Supplyingtoolsandcutting roadaswellrestoring thesame as per specificat i o n a n d direction of E/I |
| 165 | a) Pucca Road (ExceptBlacktoponlytaken outmaterialtobeused)for cutting roadas per requirement. 40% |
| 166 | b) WBM road 30% |
| 167 | c) Pcc Cutting |
| 168 | d) Pcc |
| 169 | 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 |
| 170 | 100 mm dia DI Pipe Class K-7 |
| 171 | 150 mm dia DI Pipe Class K-7 |
| 172 | 200 mm dia DI Pipe Class K-7 |
| 173 | 250 mm dia DI Pipe Class K-7 |
| 174 | 63 mm dia HDPE |
| 175 | 75 mm dia HDPE |
| 176 | 90 mm dia HDPE |
| 177 | 110 mm dia HDPE |
| 178 | ProvidingDoubleFlanged SluicevalveconfirmingforIS 2906/14846includingworn gear arrangements aspertest pressurestainlesssteel spindle, caps including all transportation etc.complete . (without bypass) P. N. - 1.0 |
| 179 | Sluice valve- 100 mm dia |
| 180 | Sluice valve- 150 mm dia |
| 181 | Sluice valve- 200 mm dia |
| 182 | Sluice valve- 250 mm dia |
| 183 | Supplying Labour and tools for fixing C.I. sluice valve in trenches withapairofC.I.Tail pieceincludingmakinglead caulkedjointsandflanged jointsasper I.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). |
| 184 | Sluice valve- 100 mm dia |
| 185 | Sluice valve- 150 mm dia |
| 186 | Sluice valve- 200 mm dia |
| 187 | Sluice valve- 250 mm dia |
| 188 | Earthwork inback filling the t r e n c h e sa f t e rl a y i n g differenttypesandsizesof pipes with earth removed duringexcavationwithininitial leadandliftasperspecification a n dd i r e c t i o no f E n g i n e e r - i n - C h a r g e ( f o r classification ofSoilitemA&B) |
| 189 | ConstructionofB .W . masonryvalvechamberofsize1.20 x 0.90 x 1.50 mt.as per enclosed annexure |
| 190 | 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 |
| 191 | 100 mm dia DI Pipe Class K-7 |
| 192 | 150 mm dia DI Pipe Class K-7 |
| 193 | 200 mm dia DI Pipe Class K-7 |
| 194 | 250 mm dia DI Pipe Class K-7 |
| 195 | Twin Type Staff Quarter - 1 Unit (Please refer to Section 5,Sl. 2.7 of SBD) |
| 196 | E/W in Excavation in foundation trenches inordinary soil (Vide classification of soil Item -A) & disposal of excavatd earth obtained to a distance up to 50 M including all lift leveling ramming the foundation trenches removing root of trees scrubs all complete as per approveddesign. |
| 197 | Providing ,coarse clean sand in filling in foudation trenches /in Plinthincluding ramming & watering in layersnot exceeding150 mm thick with all leads lift including cost of all materilas ,labour , royalty & taxes all complete as per building specification & direction Of E/I |
| 198 | Providing designation 75 A one brick flat soiling jointsfilled with local sand including cost of watering taxes royalty all complete as per building specification & direction of E/I |
| 199 | Providing P.C.C M-100 in nominal mix of (1:3:6) in foundation with appoved quantity of stonemetal (50 mm 25 mm dia size)graded& clean coarse sand of F.M 2.5 to 3 including screening , shuttering , mixing cementconcrete in mixer & placing in position , vibrating , striking , curing taxes & royalty all complete as per building specification& direction of E/I |
| 200 | Providing designation 75 A brick work in C.M. (1:6) in foundation7 Plinthwith approvedqualityof clean coarse sand of F.M 2 to 2.5 including Providing 10 mm thick mortar joints ,Cost of screening , materials , Scaffolding , rakingoutjoints to 15 mm depthcuring , taxes & royalty all completeas perbuildingspecification & direction of E/I |
| 201 | Providing 25 mm thick damp proof coarse with cement concreteM-150 with nominal mix of (1:2:4) with approved quality of stone chips of 20 mm to 6 mm size graded and clean coarse sand of F.M 2.5 to3 including screening, shuttering mixing cement concretein mixer with 5% cico or any other approved water proffing compound and placing in position , vibrating , striing , curing , taxes & royalty all completeas per building specification & direction of E/I |
| 202 | Providingdesignation 75 A brick workin C.M (1:6) in super structure with approvedqualityof clean coarsesand of F.M. 2 to 2.5 including providing10 mm thick motar joints ,cost of screening , materials, scaffolding,raking outjoints to 15 mm depth curing , taxes & royalty all complete as perbuilding specification & direction of E/I |
| 203 | Providing R.C.C M-150 with nominal mix of (1:2:4) in lintel level with approved quality of stonechips 20 mm to 6mm size graded & clean coarse sand of F.M 2.5 to including screening , centring,shuttering andmixing cement concrete in mixer& placing in position vibrating striking curing (butexcluding the cost of reinforcement ) taxes & royalty all complete as per building specification of (E/I. |
| 204 | Centering and Shuttering |
| 205 | Providing average 63 mm thick R.C.C M -150with nominal mix (1:2:4) chajja in shelves with approvedqualityof stone chips20 mm to 6 mm size graded & clean coarse sand of F.M 2.5 to 3 including making drip coursein concrete , screening , centering shuttering & mixing cement concrete in mixer & placing in position vibrating ,striking ,6 mm cementplaster (1:4) in celling & sidesof chajja with sand of F.M 1.5, Curing ( But excluding the cost of reinforcement ) taxes and royaltyall complete as per building specification of E/I |
| 206 | Centering and Shuttering |
| 207 | Door & Windows |
| 208 | Shelves |
| 209 | Providing R.C.C M-150 with nominal mix of (1:2:4) in roof slab with approved quality ofstone chips 20 mm to 6 mm size Graded & Clean coarse sand F.M 2.5 to including making drip course in cocrete ,screening , concreting , shuttering , centring mixing cement concrete in mixer & placing in position , vibrating ,striking, curing (but excluding the cost of reinforcement) taxes & royalty all complete as per building Specification & direction of the E/I |
| 210 | Centering and Shuttering |
| 211 | Supplying fitting & fixing good quality ,well dressed & well seasoned sal wood work in choukhat in doors , windows , skylights , fan light and C/W celestial windows openings , including wedge over all clamps completeincluding application of two coats of wood preservative of approved quality on the surfacebutting walls & lintels all complete as per building specification & directionofE/I |
| 212 | Supplyingfitting and fixing 250X20X6 mm L-type M.S Clamp properly fish tailed .including making holes and setting the same in 375 X125X75 mm cement concrete block (1:2:4) with cost of all labour and materials and taxesas per building specification and diection of E/I @6for each door & 4 for each window Total Quantity -(2X3X6+2X4X4)=68 nos |
| 213 | Supplying all materials , labours and fitting & fixing 38 mm (1.5) thick good quality seasonedsal wood battened shutter ledged & braced in door and windows with oxidized iron fitting such as hingles ,sliding door bolts , tower bolts , handles or ings hooks and eye , cleats , sand block as per schedule , taxes & royalty all complete as perbuilding specification & direction of Engineer -in- charge |
| 214 | Supplying , fittings & fixing M.S /Gril made of 20X6 mm M.S flat as perapproved design& drawing properlyfabricated with jointscontinous filllet welded and finshedsmooth , carriage of grill to worksite hoistingas per the building specification and direction ofE/I ( where materials is not supplied by the Deptt .) |
| 215 | Providing 25 mm thick pre cast R.C.C M-150 with nominal mix of (1:2:4) in jali with approvedquality to stonechips of 6mm nominal size and clean coarse sand of FM 2.5 to 3 with 1.6 mm thick M.S wire as per approveddesign and drawingand placing the same in position true to plumb and level and properly groutedwith cement mortar (1:3) including cost of curing , Scaffolding and finishing all complete as per building specification and direction E/I |
| 216 | Providing and fixing fan hook of 16 mm dia M.S bar 1 meter long bent to reqiredsize and shape placedin position and fixing in R.C.Cslab/beam at the time of casting all complete as per building specification of E/I where material is not supplied by cheet |
| 217 | Supplying , fitting and Fixing M.S Grill gate made of 20X 6 mm M.S or 16 mm M.S raurbar Flat fitted on25 mm X 25 mm X 6mm M.S angle frame of size 60X60X6 as per approved design including cost of fabrication & drawing , properly fabricated with jointscontinuousfillet welded & finished smooth, providing necessary locking arrangements with Haskell &dummy duly fixed in C.C (1:2:4) blocks of reuired size applying a priming red lead paintsover steel works , taxes , carriage of grill to work site , asper the building specification & direction of E/I ( wherematerialsis not supplied by the Dept) |
| 218 | Providing 6 mm thick cement plaster (1:4) in cellingwith approved quality of clean coarse sandof F.M1.5 includingscreening, curing with allleads & lifts of water , scaffolding , taxes & royalty all complete as per building specification & direction of E/I |
| 219 | Providing 12 mm thick cement plaster (1:6) with approved qualityof clean coarse sand of F.M 1.5 includingscreening .Curing with all leads & lifts of water, Scaffolding , taxes 7 royalty all complete as per building specification & direction of E/I. |
| 220 | Providing cement 1:3 (12mm ) plaster with cement mortar (1:3) using clean coarse sandfinishing with neat punning a dado 6" (150 mm) higha side room and out side wall upto plinth level includng screening , curing with all leads & lifts of water , scaffolding , taxes and royaltyall completeas per buildingspecification & direction of E/I |
| 221 | Filling in foudation trenches & Plinth in layersnot exceeding 150 mm thick well watered ,rammed ,fully compacted & finedressed with earth obtained fromexcavation of foundationtrencheswithin a lead of 50 m & lift of 1.5 m all complete as per building specification & direction of E/I ( Mode of measurementcompacted volume) |
| 222 | Providing 25 mm thick . First class patent stone flooring (1:2:4) with stone chips in two layers ,bottom layer 19 mmthick (1:2:4)with 12 mm to 6 mm size graded stone chips and top layer 6 mm thick (1:2) with 6 mm down stone chips in pannels including cost of curing , finishing the surface smooth by rubbing with carborandum stone taxes & royalty with all completeas per building specification & direction of E/I |
| 223 | Providing designation 75 A one brick on edge flooring in C.M (1:4) with top surface flush pointed in CM (1:4) approvedquality of clean coarsesand of F.M 2 to 2.5 including the cost of screening ,raking outjointsto 15 mm depth , curing taxes,royalty all complete as per building specification and direction (E/I) |
| 224 | Providing all materials , labours & doing two coat snowcem with approvedquality of lime over the new surface including the cost of cleaningsurface thoroughly and removing the scales of smoke & ash marks with jhama rubbing ,scaffoldingwashing of floor sand taxes all complete as per building specification and direction of E/I |
| 225 | Providing all materials,labours & doing 2 (two ) Coat colour washing over a coat of white washing over new surface with approved quality of lime & Colour over the new surface including the cost of clening surface thoroughly and removing the scales of smoke & ash marks with jhama rubbing , scaffolding washing of floor sand taxes all complete as per building specification and direction of E/I |
| 226 | Providing two coats of painting with readymix paint synthetic enamel paint over a coat of primer of approved shad and make over new wooden surface after cleaning, removing dirt scales ,smokes,grease and sand papering including cost of scaffolding and taxes all complete as per building specification & direction of E/I |
| 227 | Providing primer one coat of red lead paint of approved make over new steel surface including preparing the surface after cleaning , removing rust ,dirt ,scales ,smokes and grease and cleaningthe surface thouroughly including cost of scaffolding and taxes all complete as per building specification and direction of E/I |
| 228 | Providing 2(two) coats of Paniting with ready mixed paints of approved shade & make over steel surafce including cleaning the surface thouroughly , scaffolding & taxes all complete as per building specification & direction of E/I |
| 229 | Providing 10 mm (TMT) Fe 500 TOR for steel reinforced as per approved design and drawing excluding carriage of torrod to work site including cutting bending and binding with annealed wire with cost of wire with cost of wore removal of rust placing the rods in position all complete as per building specification and direction of E/I |
| 230 | Carriage of materials from divisional store or kiln site or quarry site to work site including contract profit, loading, unloading, transportation, etc. all complete . |
| 231 | Cement 10KM lead |
| 232 | Steel10KM lead |
| 233 | Sand36KM lead |
| 234 | Bricks6KM lead |
| 235 | Stone/Stone Chips11 KM lead |
| 236 | Water Supply Sanitation Installation (Plumbing work) |
| 237 | Supplying and laying GI pipes of approved make in trenches with red lead and yarn with socket and screw joints and cutting pipes in size and threading ends where necessary including carriage of materials up to work site etc. all complete as per specification and direction of E/I. |
| 238 | i) 25mm GI. Pipe. |
| 239 | ii) 15 mm GI. Pipe. |
| 240 | Supplying materials and labours for fixing GI Pipes with red lead paints and yarn with screwed and sockted joints on wall, celling and floor including supplying of wall hooks of pipe clamp, wooden plugs, cutting pipe to size and threading ends where necessary all complete as per specification and direction of E/I. |
| 241 | i) 15 mm GI. Pipe |
| 242 | Supplying, fitting and fixing of GM ferrule of approved make in DI/CI main including drilling and tapping CI/DI main etc. all complete as per specification and direction of E/I. |
| 243 | Supplying and fixing GI fittings of approved make all complete as per direction of E/I. |
| 244 | (a) Elbow 15 mm dia |
| 245 | (b) Tee plane 15mm dia |
| 246 | (c) Nipple 15mm dia. |
| 247 | (d) Union Socket 25mm dia |
| 248 | (e) Union Socket 15mm dia |
| 249 | (f) Brass bib cock15mm dia |
| 250 | (g) C.I stop cock 15mm dia |
| 251 | (h) C.I. stop cock 25mm dia |
| 252 | (i) Reducing Socket 25x15mm |
| 253 | (j) Tee 25x25x15mm dia |
| 254 | Supplying, fitting and fixing vitreous white glazed earthen were I W C of parry Hindustan or any other I.S.S approved make with 100 mm HCI ‘P’ trap, 15 Liters CI pull and let go flushing cistern of names or otherISS equivalent make complete with all fittings C.I. or C.C brackets, 32 mm, alkathene /PVC telescopic flush pipe about 2 mtrs. long with one brass coupling and clamps, GI chain and pull including supplying and fixing a pair of vitreous white glazed earthen were footrest to be fixed in floor, 15 mm .CI body brass spindle, stop cock of weight not less than 50 grams, 15 mm. PVC connection pipe 450 mm. long and the exposed pipe and cistern with two coats of approved paint over a coat of red oxide primer etc. all complete as per specification and direction of E/I.(510mm.long with 12.5 Liter low level PVC System). |
| 255 | SEPTIC TANKand SOAK PIT |
| 256 | Earth work in excavation in foundation trenches in ordinary soil (vide classification of soil item-B) and disposal of excavated earth as obtained to a distance up to 50 m including all lifts, leveling, ramming the foundation trenches, removingrootsoftrees, shrubsall complete as per approved design, building specification and direction of E/I. |
| 257 | Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials, labours, royalty and taxes all complete as per building specification and direction of E/I. |
| 258 | Providing designation 75A one Brick flat soling, joints filled with local sand including cost of watering, tax, royalty all complete as per building specification and direction of E/I. |
| 259 | Providing P.C.C M150 with nominal mix of (1:2:4) in foundation with approved stone chips 20mmto 6mm size well graded andclean course sand of FM-2.5to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, Vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of E/I. |
| 260 | Providing water proof cement plaster (1:3) with clean course sand of F.M- 1.5mm with 5% cico or any other approved water proofing compound including taxes and royalty all complete as per buildingspecification and directions of E/I. |
| 261 | (a) 19 mm thick |
| 262 | (b) 12 mm thick |
| 263 | Providing designation 75A bricks work in C.M. in foundation and plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm. thick mortar joints, cost of screening materials racking out joints to 15 mm. depth, curing taxes and royalty all complete as per building specification and direction of E/I. |
| 264 | (a) B/Win C.M (1:4) |
| 265 | (b) B/W 75-B in (1:6) for Soak pit |
| 266 | (c) Brick work in dry masonry for soak pit. |
| 267 | Providing pre cast R.C.C.M-150 with nominal mix of (1:2:4) slab of desired sizewith approved quality of stone chipsand clean coarse sand of FM 2.5 to 3 including curing, shuttering, carrying the slab manually to site and laying in position all complete (but excluding the cost of reinforcement), taxes and royalty etc. all complete as per building specification and direction of E/I. |
| 268 | Providing for reinforcement as per approved design and drawing excluding carriage of tor rod to work site including cutting bending and binding with annealed wire with cost of wire removal of rust placing the rods in position all complete as per Specification and direction of E/I. |
| 269 | 10 mm dia |
| 270 | Supplying fitting and fixing H.C.I. Pipe/ H.C.I. fitting of Approved make confirming to I.S.S 1729 including supplying nails and bobbins lead andyarn from making lead caulked joints including earth work or providing scaffolding as the case may be all complete as per specification and direction of E/I. |
| 271 | (a) 100mm dia H.C.I. Tee. |
| 272 | (b) 100mm dia H.C.I. Band |
| 273 | (c) 50mm dia H.C.I. Cowel |
| 274 | (d) 50mm dia H.C.I. Vent pipe |
| 275 | (e) 100mm H.C.I. Pipe |
| 276 | Supplying materials and labours and fixing20mm dia M.S bar steps in wall of 0.3 m interval and staggeredin (1:2:4) cement concrete including scaffolding and curing etc. all complete as per specification and direction of E/I. |
| 277 | Supplying all materials, labours, tools and tackles and 100mm dia R.C.C hume pipe and laying jointing, testing, earth work including carriage of materials etc. all complete. |
| 278 | Supplying 50mm size brick bats and filling in soak pit including carriage and labours etc. all complete as per direction of E/I. |
| 279 | Supplying materials and labours for constructing inspection chamber of designation class 75 B bricks size 750mm deep, 600x450mm internal dimension having 250mm wall thickness in cement mortar (1:6) including 12mm cement plaster (1:4) with punning on inside and cement plaster (1:6) with 600x475 mm G.I. Cover With frame ( Weight not less than 36 Kg.) along with earth work in excavation and 80mm thick P.C.C. (1:3:6) in foundation and refilling all complete as per specification and direction of E/I |
| 280 | Carriages of materials |
| 281 | (a) Brick –6 KM lead |
| 282 | (b) Sand -36 KM lead |
| 283 | (c) Stone chips -11 KM lead |
| 284 | (d) Steel 10 KM |
| 285 | (d) Cement- 10 KM lead |
| 286 | Electrical Works |
| 287 | Point wiring in PVC conduit with modular type switch wiring for light point /fan point with 1.5sqmm F.R. PVC insulated copper conductor single core cable in surface/recessed PVC conduit with modular switch modular plate, suitable G.I. box and the point with sqmm FR PVC insulated copper conductor single core cable etc as required |
| 288 | Wiring for twin control light point with 1.5 sqmmF.R. PVC insulated copper conductor single core cable in surface/recessed PVC conduit with two way modular switch modular plate, suitable G.I. box and the point with sqmm FR PVC insulated copper conductor single core cable etc as required |
| 289 | Wiring for light /power plug point with 2 x 4 sqmm F.R. PVC insulated copper conductor single core cable in surface/recessed PVC conduit along with one no 4 sqmmFR PVC insulated copper conductor single core cable for loop earthing etc as required |
| 290 | Coppersub main wiring in PVC conduit Wiring for sub main wiring withPVC insulated copper conductor single corein surface/recessed PVC conduitas required |
| 291 | 2 x 1.5 sqmm + 1 x 1.5 sqmm earth wiring |
| 292 | 2 x 2.5 sqmm + 1 x 2.5 sqmm earth wiring |
| 293 | Supplying and fixing following way three pole and neutral sheet MCB distribution board 415 volts on surface/recessed complete with tinned copper bush bars ,neutral link, earth bar, din bar, detachable gland plate inter connection phosphatised and power painted including earthing etc as required (but with out mcb / rccb / Isolator) (4 +12 ) double door horizontal type |
| 294 | Supplying and fixing 5 amp to 32 amp, rating 240 volts, B series miniature circuit breaker of single poles in existing MCB DB complete with connecting ,testing, and commissioning etc as required |
| 295 | Earthing with G.I. earth pipe 4.5 M long 40mm diaincluding accessories and providing masonry enclosure withcopperplate having locking arrangement and watering pipe etc with charcoal ,salt all complete as per electrical rule |
| 296 | Supplying ,fitting and fixing following sizes of PVC conduct along with accessories in surface / races including cutting the wall and making good the same in case of recessed conduit as required |
| 297 | PVC con 20 mm PVC pipe |
| 298 | PVC con 25 mm PVC pipe |
| 299 | Installation commissioning and testing Ceiling Fan |
| 300 | Carriage of ceiling fan and regulator |
| 301 | Supplying ,fitting and fixing 5 amp ceiling rose on the existing junction |
| 302 | Supplying ,fitting and fixing breas batten/ angle holder including connection etc. |
| 303 | Supplying ,fitting and fixing G.I. box with modular plate and cover in front of surface or in recess including providing and fixing 3pin 5/6 amp modular type switch, connection, painting etc as required. |
| 304 | Supplying ,fitting and fixing G.I. box with modular plate and cover in front of surface or in recess including providing and fixing 6pin 5/6 amp and 15/16 amp socket outlet and 15/16 amp modulartype switch, connection, painting etc as required. |
| 305 | Supplying and drawing co-axial T.V. cable RG-06 grade 0.7 nn solid copper conductor PE insulated seilded with fine tinned cover braid and protected with PVC sheath in the existing surface / recessed steel/ PVC conduit as required. |
| 306 | Supplying and fixing modular switch / socket on the existing modular plate and switch box including connection but excluding modular plate etc,as required. TV antenna socket out put |
| 307 | Supplying ,fitting and fixingmodular base andcover plate on existing modular metal boxes etcas required. |
| 308 | Cost ofEarthing with G.I. earth pipe 4.5 M long 40mm diaG.I.Pipe 600mm x 600mm x 6mm thick copper earth plate, and 8 SWG copper wire including cost of making 1.2x1.2x3m deep pit and filling with charcoal ,salt all complete as per electrical rule |
| 309 | Compound Wall/ Boundry Wall for WTP. (509.20 M Long) |
| 310 | Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authority Construction of Compound wall. etc. all complete job.(Please refer to Section 5,Sl. 2.9 of SBD) |
| 311 | Earth work in excavation in foundation trenches in hard soil (Vide classification soil item A) and disposal of excavated earth as obtained to a distance up to 50 Mtr including all lifts, leveling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, specification and direction of E/I |
| 312 | Providing coarse clean sand in filling in fundation trenches or in plinth including ramming and watering in layers not exceeding 15mm thick with all leads and lifts includiing cost of all materials, labour, royality and taxes all complete as per building specification and direction of E/I. |
| 313 | Providing designation of 75A one brick flat soling, joints filled with local sand including cost of watering, taxes royalty all complete as per building specification and direction of E/I. |
| 314 | Providing P.C.C M - 150 with nominal mix of (1:2:4) in foundation with approved quality of stone chips (20mm to 6mm size) clean course sand of F.M 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of E/I. |
| 315 | Centering and Shuttering |
| 316 | Providing R.C.C M - 200 with nominal mix of (1:1.5:3) in foundation with approved quality of stone chips (20mm to 6mm size) clean course sand of F.M 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of E/I. |
| 317 | Centering and Shuttering |
| 318 | Providing RCC M-200 with nominal mix of (1:1.5:3) in stiffeners with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3 including curing, shuttering carrying the slab manually to site and laying in position all complete (but excluding the cost of reinforcement) taxes and royalty, all complete as per building specification and direction of E/I. |
| 319 | Centering and Shuttering |
| 320 | Providing RCC M-200 with nominal mix of (1:1.5:3) in band at plinth level with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3 including curing, shuttering carrying the slab manually to site and laying in position all complete (but excluding the cost of reinforcement) taxes and royalty, all complete as per building specification and direction of E/I. Top of Wall |
| 321 | Centering and Shuttering |
| 322 | Providing RCC M-200 with nominal mix of (1:1.5:3) in band at lintel level with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3 including curing, shuttering carrying the slab manually to site and laying in position all complete (but excluding the cost of reinforcement) taxes and royalty, all complete as per building specification and direction of E/I. Top of Wall |
| 323 | Centering and Shuttering |
| 324 | Providing designation 75 A brick work in CM (1:6) in super structure with approved quality of clean coarse sand of FM 2 to 2.5 including, providing 10mm thick mortar joints cost of screening materials, raking out joints to 15mm depth curing, taxes and royalty all complete as per building specification and direction of E/I. |
| 325 | Providing 12mm thick cement plaster (1:6) with clean coarse sand of FM 1.5 including screening, curing with all leads and lifts of water, scaffolding, taxes and royalty all complete as per specification and direction of E/I. |
| 326 | Providing two coats of snowcem of approved shade and make over a coat of cement primer on new surface including preparing the plastered surface smooth with sand paper, scaffolding, curing and taxes all complete as per buildingspecification & direction of E/I. Qnty. Same as Item no.13 |
| 327 | Providing Tor steel reinforcement of 10 mm ,12 mm , &16 mm dia Bars as per approved design and drawing excluding carriage of M.S bars to work site , cutting ,bending and binding with annealed wire with cost of wire ,removal of rust , Placing the rods in position all complete as per building specification and direction of E/I |
| 328 | Filling in foundation trenches and plinth in layers not exceeding dressed with earth obtained from excavation of foundation trenches with a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I |
| 329 | Carriage of materials from divisional store or kiln site or quarry site to work site including contractor"s profit, loading, unloading, transportation etc. all complete . |
| 330 | Cement10KM lead |
| 331 | Steel 10KM lead |
| 332 | Sand36KM lead |
| 333 | Stone/Stone Chips11KM lead |
| 334 | Bricks6KM lead |
| 335 | Gate - 1 no. |
| 336 | Earth work in excavation in foundation trenches in hard soil (Vide classification soil item A) and disposal of excavated earth as obtained to a distance up to 50 Mtr including all lifts, leveling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, specification and direction of E/I |
| 337 | Providing coarse clean sand in filling in fundation trenches or in plinth including ramming and watering in layers not exceeding 15mm thick with all leads and lifts includiing cost of all materials, labour, royality and taxes all complete as per building specification and direction of E/I. |
| 338 | Providing designation of 75A one brick flat soling, joints filled with local sand including cost of watering, taxes royalty all complete as per building specification and direction of E/I. |
| 339 | Providing P.C.C M - 150 with nominal mix of (1:2:4) in foundation with approved quality of stone chips (20mm to 6mm size) clean course sand of F.M 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of E/I. |
| 340 | Centering and Shuttering |
| 341 | Providing R.C.C M - 200 with nominal mix of (1:1.5:3) in foundation with approved quality of stone chips (20mm to 6mm size) clean course sand of F.M 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of E/I. |
| 342 | Centering and Shuttering |
| 343 | Providing RCC M-200 with nominal mix of (1:1.5:3) in column with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3 including curing, shuttering carrying the slab manually to site and laying in position all complete (but excluding the cost of reinforcement) taxes and royalty, all complete as per building specification and direction of E/I. |
| 344 | Centering and Shuttering |
| 345 | Providing RCC M-200 with nominal mix of (1:1.5:3) in band at plinth level with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3 including curing, shuttering carrying the slab manually to site and laying in position all complete (but excluding the cost of reinforcement) taxes and royalty, all complete as per building specification and direction of E/I. Top of Wall |
| 346 | Centering and Shuttering |
| 347 | Providing Tor steel reinforcement of 10 mm ,12 mm , &16 mm dia Bars as per approved design and drawing excluding carriage of M.S bars to work site , cutting ,bending and binding with annealed wire with cost of wire ,removal of rust , Placing the rods in position all complete as per building specification and direction of E/I |
| 348 | Filling in foundation trenches and plinth in layers not exceeding dressed with earth obtained from excavation of foundation trenches with a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I |
| 349 | Supplying fitting & Fixing M.S. grill gate with M.S. grills made 20x6mm M.S. flat or 16mm M.S. square bars fitted 25x25x6 mm M.S. angle frame of size 60x60x6 mm including cost of fabrication, providing necessary locking arrangement with haskal and domny duly fixed in P.C.C (1:2:4) blocks of required size, applying a priming red lead paint over steel work , taxes all complete as per drawing specification and direction of E/I. |
| 350 | Providing two coat of painting with ready mixed paint of approved shade and make over steel surface |
| 351 | Carriage of materials from divisional store or kiln site or quarry site to work site including contractor"s profit, loading, unloading, transportation etc. all complete . |
| 352 | Cement10KM lead |
| 353 | Steel 10KM lead |
| 354 | Sand36KM lead |
| 355 | Stone/Stone Chips11KM lead |
| 356 | Bricks6KM lead |
| 357 | Approach road (300 M long) |
| 358 | Contruction of embankment with approved material obtained from borrow pits with alift upto 1.5 M transporting to site spreading , grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead upto 1000M as per technical Specification 301.5 |
| 359 | Granular sub base with well Graded Material (400.1) |
| 360 | (A) By Mix in Place MethodConstruction of granular sub base by providing well graded material, spreading in layer with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC , and compacting with smooth wheel roller to achieve the desired density , complete as per Technical Specification Clause 401 |
| 361 | Contruction ofun-reinforced dowel jointsd at expansion and contruction joint only plain cement concrete pavement thickness as per design over awith shovels rakes compacted using prepared sub base with 43 grade cement or any other type as per clause 1501.2.2 M30 (grade) coarse and fine aggregates conforming to IS 383 maximum size coarse not exceeding 25 mmm mixed in concrete mixer of not less than 0.2 cum capacity and appropnate weigh bacher using approved mix design laid in approved fixed side formwork (steel channel laying and fixing of 125 micron thick polythene film wedges steel plates including leveling the formwork as per drawing ), spreading the concrete with shovels rankes compacted using needle seed and plate vibrators and finished in continuous opration including provision of contractionand expansion contruction joints applying debonding strips primer sealant dowel bars near approaches to bridge / culvert and contruction joints admixtures as approved curing of concrete slabs for 14 days using curing compound (where specified) and water finishing to lines and gradeas per drawing and technical Specification Clause 1501 |
| 362 | Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as pertable 1300.1 no frament weighing less than 25 kg laid dry complete as per drawing and technical specification clause 1301 |
| 363 | Carriage of material from divisional store are kiln side or quality side to work including contractor profit loading ,unloading transportation are complete . |
| 364 | Cement 10KM lead |
| 365 | Sand 36KM lead |
| 366 | Stone/Stone Chips11KM lead |
| 367 | Boulder 11 KM lead |
| 368 | Infiltration Gallery |
| 369 | Earthwork in excavation ordinary soiland sand for laying of 200mm dia V Screen pipe & Double flanged pipe for inter connection of infiltration well to Intake well with disposal of excavation earth with initial lead & lift as per direction of E/I. (AS per WRD 5.1.14.1 + 15.1.21.1) |
| 370 | For Double Flanged pipe of DN 250mm - 30 Mtr |
| 371 | (i) from 0.00 M to 1.50 M |
| 372 | (ii) from 1.50 M to 2.50 M |
| 373 | (iii) from 2.50 M to 3.00 M |
| 374 | ForV Screen pipe of DN 150mm - 45 Mtr. |
| 375 | (i) from 0.00 M to 1.50 M |
| 376 | (ii) from 1.50 M to 2.50 M |
| 377 | (iii) from 2.50 M to 3.00 M |
| 378 | Supplying, Lowering, laying and jointing V screen pipe 150 mm dia including all leads and lifts of jointing materials labours etc. all complete as direction of E/I. |
| 379 | Supply Kirloskar diesel engine on hire for bailing out water of connection main trenches including the cost of diesel, mobile oil, carriage work site & return back labors charges for operating the pump etc. all complete as per direction of E/I. |
| 380 | Providing lowering, laying and placing in position of gravels, shrouding materials for porous pipe gallery slotted pipe gallery/trench gallery with all leads & lifts involved including transportation of materials to site of works screening and washing of materials amd placing in position with given section etc. all complete as per specifictaion & direction of E/I. |
| 381 | (A) 40 mm gauge pebble |
| 382 | (B) 12 to 20 mm gauge pebble |
| 383 | (C) 16 to 12 mm gauge pebble |
| 384 | Earth work in back filling trenches layer not exceeding 450 mm thick well watered & rammed fully compacted & fine dressed with each & sand obtained for excavation of trenches within a lead of 50M & lift 1.5m all complete as per direction of E/I. |
| 385 | Providing and supplying ISI standard welded DI double flanged pipe including all taxes (central & local) railway freight, insurance, loading into unloading from railway wagon, truck transport to store / site, unloading, stacking etc. complete as directed by Engineer -in- cahrge. (for 2.75 m bare pipe) - 250mm dia |
| 386 | Providing labour & tools for laying of DI Double flanged pipe with all complete job.250mm dia |
| 387 | 150mm dia |
| 388 | Providing and supplying ISI standard D.I specials & fitting with sealing rubber gasket of S.B.R complete with cast iron follower gland and M.S nut & bolts coated or otherwise protected from rusting and suitable for D.I pipes including cost f all labours and materials and transportation to stores / site, loading, unloading including all taxes, etc. complete as per I.S specification. |
| 389 | Coffer Dam |
| 390 | 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. |
| 391 | Intake |
| 392 | Gangway |
| 393 | 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 |
| 394 | Intake |
| 395 | Gangway |
| 396 | House Connection for 2671 nos Consumer. |
| 397 | Earth work in excavation ( as per I.S. 3114/1965 for laying of different types and sizes of pipes so as to give 1 m av. cover over the socket of pipe with disposal of excavated earth within initial lead and lift as per specification and direction of E/l. (For soil item A) |
| 398 | 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/l (Mode of measurement complacted volume). |
| 399 | ProvindingP.C.C M-150 with in norminal mix of (1:2:4) in foundation with approvedquality of stone chips 20mm to 6 mm size graded and clean coarse sand of F.M 2.5 to 3 including , screening , shuttering, mixingcement concrete in mixture and placing in position vibrating striking curing taxes and royality all complete as per building specifiaction and direction of E/I |
| 400 | Centering and Shuttering |
| 401 | Earth work in back fillingthe trenches after laying of different types and sizes of pipes with earth removed during excavation within initial lead and lift as per specification and direction of E/I.(For soil item A & B) |
| 402 | Providing 12mm cement plaster (1:3) with clean coarse sand of F.M. 1.5 including screening, curingwithall leadsand liftsof water, scaffolding taxes and royalty all complete as per building specification and direction of E/l. |
| 403 | Providing and supplying blue MDPE pipes confirming to ISO 4427:1996 manufactured from vergin resin PE 80 food grade compounded raw material having blue colour only assurance certificate from quality agencies like WRC / CIPET ( India) / DVGM / KIWA / SPGN etc. for usage in drinking water with quality system. The cost shall including cost all taxes, inspection charges transprotaion to work site and earth work involved , all complete job as per specification and direction of E/I. 20 mm dia pipe. |
| 404 | Providing and supplying G.I. pipes (Tata and equivalent make) for usage in drinking water with quality system, The cost shall include testing of all materials all taxes central , State , Municipal, Inspection charges transportation up to site transite insurance, loading, unloading, stacking etc. complete as specified and directed. |
| 405 | Lowering laying and jointing HDPE / MDPE pipe in proper position including all specials by Compression fitting / Electrofusion and But fusion jointing procedure including hydraulic testing as er relevent IS Code complete with all materials for jointing procedure like Electrofusion machine ,Electric mirrior/heater/But fusion welding machine with hydraulic testing and all labours as directed by engineer in charge as per IS-7634 part II |
| 406 | 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 E/l. (Pipe with socket to be supplied deparmentally free of cost). |
| 407 | Supplying and fixing G.M. ferrule of approved make in existing C.I./D.I. main including drilling and taping C.I./D.I. main all complete as per specification and direction of E/I. 3 mm, 6 mm 10 mm dia ferrule weight not less than 425 gram |
| 408 | Providing and fixing gun metal full way valve of approved quality all complete as per specification and direction of E/ (a) 20 mm dia and weight not less than 400 gram. |
| 409 | Providing and fixing 15 mm Dia male ended C.I Body Brass Spindle valve and seat bib cock of approved quality (Wt.not Less than 400 gms.) with extra socket all complete as per specification and Direction of E/I. |
| 410 | Supplying and fixing G.I. fittings of Approved make all complete as per specification and Direction of E/I |
| 411 | Elbow 20 mm |
| 412 | Elbow 15 mm |
| 413 | Reducing Socket 20 mm |
| 414 | Nipple 20 mm |
| 415 | Nipple 15 mm |
| 416 | Union Socket 20 mm |
| 417 | Socket 15mm |
| 418 | Socket 20 mm |
| 419 | Carriage of materials |
| 420 | Operation & Maintenance for Five years |
| 421 | O/M work with Labour component & Materials for 1st Year |
| 422 | As per SBD Section - 5 Clouse 9.10 |
| 423 | O/M work with Labour component & Materials for 2nd Year |
| 424 | As per SBD Section - 5 Clouse 9.10 |
| 425 | O/M work with Labour component & Materials for 3rd Year |
| 426 | As per SBD Section - 5 Clouse 9.10 |
| 427 | O/M work with Labour component & Materials for 4th Year |
| 428 | As per SBD Section - 5 Clouse 9.10 |
| 429 | O/M work with Labour component & Materials for 5th Year |
| 430 | As per SBD Section - 5 Clouse 9.10 |
| 431 | GST @ 18% |
| 432 | Labour Cess @ 1% |
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