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| 1 | ScheduleA( CivilWorks & Supply of Materials) |
| 2 | Earth work in hard soil for excavation of foundation including dressing and levlling the bed and depositing the soil within 50 mtr. initial lead and 1.5 mtr. initial lift as per direction of Engineer-in-charge. |
| 3 | Filling in foundation and plinth with sand wellwatered and rammed including cost of sand as per direction of Engineer-in-charge. |
| 4 | C.C(1:4:8) with 4 Cm. size H.B.G metal laying and hoistingetc. complete with curing as per direction of Engineer-in-charge |
| 5 | Brick work with Fly ash bricks of(23cm x 11 cm x 8 cm )in cement mortar (1:6) in foundation and plinth with curingetc.complete as per direction of Engineer-in-charge. |
| 6 | Cement concrete (1:2:4) for R.C.C. works with 12mm size h.g.b. chips including hoisting and laying etc. complete with curing as per direction of Engineer-in-charge |
| 7 | Providing & supplyingof M.S.Rod forfor M.S. Reinforcement for R.C.C work including cutting, bending, binding & tying the grills & placing in position including cost of binding wire etc.complete as per direction of Engineer-in-charge |
| 8 | Rigidsmooth centering and shuttering for R.C.C. works including false work and dismentling them after casting including cost of materials complete etc. completeforColumn baseetc |
| 9 | Rigidsmooth centering and shuttering for R.C.C. works including false work and dismentling them after casting including cost of materials complete etc. completefor Slab,Column,Beam etc. |
| 10 | Rigidsmooth centering and shuttering for R.C.C. works including false work and dismentling them after casting including cost of materials complete etc. completefor Lintel |
| 11 | Cement concrete (1:2:4) with 12mm size h.g.b. chips including hoisting and laying etc. complete with curing as per direction of Engineer-in-charge |
| 12 | 12 mm thick cement plastering with cement mortar(1:6)over brick work with curing etc.complete.as per direction of Engineer-in-charge. |
| 13 | Filling F & P with excavated materials, earth, moorum including watering and ramming as directed by the Engineer-in-charge. |
| 14 | Labour charges for conveyance of 160mmdiaPVC pipes from stack yardto work siteandLaying & fittingof the sameas per direction ofsite Engineer in charge. |
| 15 | Brick work with Fly ash bricks of size (23cm x 11 cm x 8 cm ) having crushing strength not less than 75kg./cm2 with dimensional tolerance+ 8% in cement mortar (1:6)inSuperstructurewith curingetc.complete as per direction of Engineer-in-charge. |
| 16 | Cement Punningover Plasteringwith cost of cement includingcuringetc.complete as per direction of Engineer-in-charge. |
| 17 | 2.5 cm artificial stone flooring with cement concrete (1:2:4) including punning using 12mm size hard broken granite chips etc. complete with curing as per direction of Engineer-in-charge |
| 18 | Finishing walls with water proofing cement paint of approved shade on new work two coats to give an even shape including cost of paint etc.complete as per direction of Engineer-in-Charge. |
| 19 | Painting two coats with any approved paint over a coat of primer on new M.S Shutter including cost of paint ,primer and labour charges and all taxes etc..complete as per direction of Engineer-in-Charge. |
| 20 | Providing electrificaton to the Pump chamber by wiring the room with required item of materials including cost ofmaterial,labour,T& P etc. complete as per direction of Engineer-in-charge. |
| 21 | Construction of Display Board with 45mm dia steel pipes 2nos with a height of 1.50mtr over the ground level having couping depth of 0.60mtrwith a width of 1mtr jointed with MS plate of size 1.00mtrx0.75mtr and painting,lettering the detail salient featuresof project over the plate having radium back ground etc. complete as per direction of Engineer-in-Charge |
| 22 | Cost of Installation lowering of Submerssible pump set, delivery fitting ,electrical installation & energisation & water trial etc.withLabour Charges for cutting, threading of G.I.Pipe, cost of cosumable materials such asNut & Bolt , Rubber Insertion,white lead paint etc. including transportation charges of T&P materials like Chain Pully Block, Tripod pipes, Chain Toungeetc. complete as per direction ofsite Engineer in-charge. . |
| 23 | Supplythe hard copy & soft copy of 3 stage Photographs of the projectandpreparation of Handing over Documents of Panipanchayat etc.completeas perdirection of site Engineer in charge. |
| 24 | Providing ,fitting & fixingofM.S.shutter confirming to IS No.6248/7 of size (0.76x0.90) sq.mtrhaving32mmx32mm angle iron framed chowkhat and shutter plate with 18SWG MS Sheet includingall costs,taxes etccomplete with priming & paintingas per satisfaction of Engineer-in-Charge. |
| 25 | Providing ,fitting & fixingofM.S. WINDOWconfirming to IS No.6248/7 of size (0.76x1.00) sq.mtrhaving32mmx32mm angle iron framed chowkhat and shutter plate with 18SWG MS Sheet includingall costs,taxes etccomplete with priming & paintingas per satisfaction of Engineer-in-Charge. |
| 26 | Cost of 300 mm dia R.C.C. hume pipe( NP 3 )as per specificationsincluding laying & fitting Including transportation |
| 27 | Labour charges for drilling of perfectly vertical bore of 200 mm dia T/W by hand boring set over thebed, rammed upto 450 mm dia in all type of soil from 0 to 30 mtrs.using bentonite drilling mud & labour charges forlowering of T/W assembly pipes including Well Plug & stanner pipe ,and gravel packing by the side of T/W casing etc.development of the T/W by the Air Compressorto yield sand free water complete. The cost include the cost of pilot bore and transportation of all materials i.e hand boring set. Diesel pump & accessories & digging of mud pit etc.but excluding the cost of casing pipes,,cone& gravel etc .as per direction of site Engineer in charge. |
| 28 | Labour charges for slotting of 200mm dia PVC Pipe |
| 29 | Cost of 200mm dia PVC blank pipe (sch-80) |
| 30 | Cost of 200mm dia PVC cone |
| 31 | Cost of 200mm dia PVC threaded end cap. |
| 32 | Supplying all labour, tools and plant and packing the bore with washed gravel (size P-6) around the pipes in good quality including cost of gravel etc all complete as per the direction of the Engineer-in-charge. |
| 33 | 5 H.P.Submmerssible Pump set ( BEE STAR Lebeled Energy efficient ) coupled with totally enclosed squirrel cage induction motorwith delivery discharge 500 LPM at 25 mtrs. Head with cable, cable clip, support clamp etc. suitable for operation at 415+6% ,-15% volt,3 phase ,50 Hz, AC power supply with ISI mark and guarantee .The materials of construction as given below.(a) Motor casing..stainless steel AISI 304(b) Impeller ...bronze (c) Pump shaft...stainless steel(d) Sand guard...... bronze.(e) Non-return valve...CIFG 200. |
| 34 | Control PanelDOLStarter with sheet Steel enclosure suitable for operation of squirrel cage Induction Motor up to 7.5 HP with 20 MP ( AC/3) duly contactor at 415 Volt + 6% - 15% , 3 phase 50 Hz , A.C supply with Over Load Relay range 6 to9 Amp and No volt coil with electronic timer suitable for operation at voltage range of 300 -440 volt and to provide dependable protection during over load and single phasing as per direction of Engineer-in-charge. |
| 35 | Main Switch 63 Amp including fitting and fixing as per IS No.-4064(Part-I & II) with utilisation capacity category AC-22. |
| 36 | 3 KVAR Capacitoras per ISI Standard specifications |
| 37 | 3 Core x 10mm² Insulated ( HD ) armoured Electric Cable with Alluminium conductor for use in 3 phase power system of working voltage up to and including 1100 Volts at 50 Hz confirming to IS 1554 (Pt - 5 ) / 1988.with ISI mark & guarantee.as per direction ofsite Engineer in charge. |
| 38 | 3 Core X 2.5 Sqmm Submercibleflat Cablefor use in 3 phase power system of working voltage up to and including 1100 Volts at 50 Hz confirming to IS 1554 (Pt - 5 ) / 1988.with ISI mark & guarantee.as per direction ofsite Engineer in charge. |
| 39 | 80mm dia nominal bore G.I.Pipe having wall thickness 4.5mm electrical resistance welded of medium class conforming to IS - 1239 (part-I/2004) with latest mendments,screwed at both ends as per IS -554 socketed at one end and the other end protected with plastic threaded protector. The socket conforming to IS:1239 (Part-II/1992) with latest Amendments in random length of 4 to 7 mtrs. Each pipe should bear ISI Certification and manufacturers name/trademark . |
| 40 | 80mm dia G.I.Bend confirming to IS No. 1239 (Pt-II/1992) |
| 41 | 80mm dia G.I.Screw Boss Flange conforming to IS:No.6392/72 |
| 42 | 80 mm dia GISocket |
| 43 | 80 mm dia M.S Clamp |
| 44 | 50 mm dia C.I. Air Release Valve (Single Action) confirming to IS 14845 (SI)with all assericies such as Shaddle,pipe etc. |
| 45 | 150mm dia CIButterfly Valvewafer version confirming to IS:13095:1991,PN-10 with fittings |
| 46 | 150 mm dia MSEqual Tee IS-1239 |
| 47 | Rigid UPVC pipe of 160 mm diaIvory grey in colour having specific gravity of 1.4 to 1.46 Gm / CC ofstraightlength of 6 M for portable water supplies confirming to IS 4985 / 2000 of BIS - Amendment - 2 Read with Table - I , of IS specification bearing ISI Mark for working presure of 2.5 Kgf/Cm2 as per latest amendment of ISI 4985 including cost of coupler for plain ended pipes or one end plain & other bell ended. The pipe should be tested by CIPET & each pipe should be clearly & indebile marked ink or Stenciled conforming to IS 4985/2000including transportationand laying at site all complete. (The Rate inclusive of CIPET Testing Charges) |
| 48 | 160 mm dia PVC Bend (6Kgf/Cm2) |
| 49 | 160 mm dia PVC End Cap(6Kgf/Cm2) |
| 50 | 160 mm dia PVC Equal Tee(6Kgf/Cm2) |
| 51 | 150X150X100mm dia M.S outlet Tee made with 151mm ID and 166mm OD M.S Pipe of 8mm thick 400mm long fitted with 1 mtr long 100mm dia M.S.Pipe welded with 2 nos of 100mm dia M.S.Flange in between the 1 mtr M.S.Pipe and 0.25 mtr long 100 mm dia M.S.Pipe fitted horizentally with 2 mtrs of 100mm dia M.S.Elbow with water locking arrangement made out of 1 no. of 100mm dia open flange and 1 no. of 100mm dia blind flange and with hingesgaskets arrangement that UPVC pipe should be inserted directly 100mm long inside the151mm dia ID M.S.Pipe at the both ends painted with two coats of anti corosive paints in complete set. |
| 52 | Providing a T&P kit to the resistered PanipanchayathavingHand Gloves-1pair,DE Spanner,Ring Wrench,10\"Sly Wrench-1no. , 6\" cutting Plier-1No,10\"Screw Driver-1No,Tester,4amp fuse wire-100gm,Lock & Key -2nos. etc. Complete as directed by Engineer in site Charge |
| 53 | Schedule B (Electrical Works) |
| 54 | Construction of 3 phase 11 KV line as per REC standard confirming to IE Rules 1956 with 300 kg 9Mtrlong PSC Pole(IS: 1678-1998) with 55mm² AAA Conductor,11 KV \"V\" Cross arm(10.2 k.g. each), with required No.of 11 KV T & C Disc. Insulators 70KN in tension point &11 KV Pin insulators, Couping & Padding of Poles. Danger Board at each Pole, Anti Climbing Devices, Stay Set at Bending point & double stay at end point with 18 mm G.I.H.T.Stay, concreting of Stay with Anchor plate, guarding at Road crossings etc.with a cut point including cost of all materials, labour transportation,inspection & commissioning etc. complete. FOR THE LENGTH OF 0.04 KM |
| 55 | Construction anderection of 11 /0.4 KV ,25 KVA Double Pole mounted Substationwith BIS Energy Level-II transformer confirming to RE Rules 1956, mounted on 2.44 Mtr. Long structure, supported in 300 kg 9 mtr long PSC pole,transformer hard channel & top channel made of 2.8 M long 100 X 50 X 6 mm M.S.Channel (9.2 kg/mtr), Transformer belting on 2.80 M long 50 X 50 X 5 mm M.S.Angle(4.5 kg/mtr),, (all REC SPN Std.F-3) with all accessories like 3 pole 11 KV HG Fuse(F-5)& A.B.Switches(F-9) both mounted on 2.8 M long 75 X 40 X 6 mm M.S.Channel and supported by 1.0 M long 50 X 50 X 6 mm M.S.Angle, with 3 No. 11 KV Lightening Arrestors & Distribution box for25KVA S/S, G.I.pipe earthingwith 25X5mm G.I.Flatsincluding cost of 25 KVA 11/0.4 K.V. 3 star rated Transformer , 35 Sqmm 3 ½ Core PVC Cable - 40 mtr couping & padding of Poles, Danger board at each Pole, Anti climbing Devices & all other necessary fittings i.e required size Nuts & Bolts, Brackets, Cable, Cable Sockets etc., including cost of all materials, labour , transportation complete with liasioning for testing inspection & commissioning. |
| 56 | Construction ofBoundary wallof (3.70mx 2.5 )Sq.mtr having total inside lenth of 11.20mtr around the sub station by providing10no of 23cmx23cm pillarsand restwalling withbrick masonary having proper foundation as per the drawingincluding Sand filling and metal spreading inside the boundary , Fixing of MSgrill gate of size 1.5mx1.5mwith 35x35x6mm angles and 25x6mm flatsetc. as per direction of Engineer-in-charge. |
| 57 | Earthing installation with required earthing materials like charcoal, common salt, conduit pipe, soft solder alcaps ,nuts & bolts, cable socket etc. including excavationof earth pits2 Nos of size 1200mm X1200mm X 3000mm for fixing of earthing pipe2 Nos of size 30mm dia X 3000 mm length with required slotting in pipes & fittings with 30 mm dia G.I.Flange etc. includidng excavation of earthing trench for laying of earthing G.I.Wire & filling the Trench Pits after fixing of pipes on completion on earthing work and pannel wiring with required4mm2/2.5mm2PVC coper wire including supply & transportation of materials to work site as per the direction of site Engineer in-charge. |
