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| 1 | Kotakala-VI R/L |
| 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 | 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 |
| 6 | 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 |
| 7 | 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 |
| 8 | 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. |
| 9 | 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. |
| 10 | 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. |
| 11 | 12 mm thick cement plastering with cement mortar(1:6)over brick work with curing etc.complete.as per direction of Engineer-in-charge. |
| 12 | Cement Punning over thecement plasteringwith 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 | 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 |
| 15 | Wall painting 2 coats with plastic emulsion paint of approved shade on new workto give an even shade over a coat of Primer & two coats of White washingincluding cost of paint,Primer & shell limeetc. completeas per direction of Engineer-in-charge |
| 16 | Providing ,fitting & fixingof shutter plate with 18SWG MS Sheetconfirming to IS No.6248/7framed with32mmx32mm angle ironchowkhat of following size and includingall costs,taxes etccomplete with priming & paintingas per satisfaction of Engineer-in-Charge.Window= (0.90x0.90) sq.mtr & Door=(0.90x1.80)Sqm |
| 17 | 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. |
| 18 | Painting and lettering ofproject name & PP Nameover the walls with all costs |
| 19 | Cost of painting and lettering the detail salient featuresof project over the masanory sign board etc. complete as per direction of Engineer-in-Charge |
| 20 | Installation ofMono Block Pump Set , fitting of 100 mm dia G.I.Pipe in Suction side & delivery side with required G.I.Flange, Bend, socket, primary unit, foot valve,N.R.Valve, nut bolt, rubber packing etc., cutting ,threading & welding of G.I.Pipe connectingto main pressure pipe line including cost of white lead paint and other consumableitems as required for fitting works ,earth cutting of river bank , making Sump pit for dipping of foot valve at required depth for smooth running of Pump set including all transportation of materials etc.& Electrical Installation completeas per direction of the site Engineer-in-charge |
| 21 | Supplythe hard copy & soft copy of 3 stage GPS & Date Photographs of the project(Pre Photographs- 3Nos, Ongoing Photographs-5nos andPost Photographs-20nosetc.completeas perdirection of site Engineer in charge. |
| 22 | Earthwork in excavation of foundation in all kind of soil with initial lead andlift including rough dressing and levelling the bed and depositing the excavated materials within initial lead at nearby the worksite for reuse including breaking clods and stacking rubble for spreading and leveling as the case may be etc complete as per direction of the Engineer-in-charge. (Excavation by mechanical means 60% & manually 40%) |
| 23 | Back Filling the Pipe line trenches with excavated materials in layers not exceeding 0.30m including breaking clods within initial lead including leveling the tranches as the case may be etc complete as per direction of the Engineer-in-charge. |
| 24 | Conveyance of 250 mm outer dia High Density Polythylene Pipes of specified material grade & pressure ratingfrom Factory outlet to working site andSupplying all materials, labour, T&P forjointing of 200 mm outer dia High Density Polythylene Pipes by butt fusion welding method as per speciication & laying in tranches including testing including all cost etc complete as per direction of the Engineer-in-charge |
| 25 | Conveyance of 160 mm outer dia High Density Polythylene Pipes of specified material grade & pressure ratingfrom Factory outlet to working site andSupplying all materials, labour, T&P forjointing of 200 mm outer dia High Density Polythylene Pipes by butt fusion welding method as per speciication & laying in tranches including testing including all cost etc complete as per direction of the Engineer-in-charge |
| 26 | Cost, Supplying of ISI marked 250mm Ø High Density Polythelene (HDPE) PipesPE 80-PN6 for water supply as per IS 4984/2016 in the following Nominal diameter, Grades of materials, Pressure rating including the rates of ex-factory, transportation, pre & post inspection, Cess etc complete but excluding the cost of GST |
| 27 | Cost, Supplying of ISI marked 160mm Ø High Density Polythelene (HDPE) PipesPE 80-PN 4 for water supply as per IS 4984/2016 in the following Nominal diameter, Grades of materials, Pressure rating including the rates of ex-factory, transportation, pre & post inspection, Cess etc complete but excluding the cost of GST |
| 28 | 15HP/11.25 KW Energy efficiency Monoblock pump set oftotal head 24 mtrs having discharge 1700 LPM with squirrel cage induction motor fitted with bronze impeller TB-2 of IS 318/1981, companion flanges & Class \"F\"insulation suitable for operation 415 volt +6%-15% 3 phase, 50Hz AC poweer supply suction/deliveery= 100mmx100mm with BEE 3 Star rated energy efficiency Pump & as per IS-9079/2002 with overall efficiency 62 to 65% of reputed brand having wide dealership net work for easy availability of spares confirming to IS specification(a) Casing: FC 200 as per IS 210/1978 (b) Impeller: Bronze grade LTB-2 of IS 318/1981 including all cost, conveyance, cess etc complete but excluding cost of GST |
| 29 | Control Pannel with Automatic Star delta Starter, sheet steel enclosure suitable for operation of Squirrel cage induction motor up to 15 HP with 20 Amp (AC -3) duty contractor at 415 Volt+6%-15%, 3 phase, 50 Hz AC supply with over load relay range 8.9 to 13.5 Amp & no volt coil with electronic timer suitable for operation at voltage range of 300 to 440 V. The Starter should provide dependable protection against over load and single phasing fitted with Volt Meter, Ameter, MCB in complete shape including Indicator Lamp reputed brand of ISI specification including all cost, conveyance, cess etc complete but excluding cost of GST |
| 30 | 63 AMP Triple Pole Mainswith confirming to IS No.4064(Part I & II) with ISI marking of reputed company having utilisation capacity cagegory AC- 22 reputed brand of ISI specification including all cost, conveyance, cess etc complete but excluding cost of GST |
| 31 | Motor base plate made with M.S angle with one coat of red axide primer and two coats of powder coated paint suitable to cover centrifugal monoblock Pump Set from 10 HP to 15 HP and having provision for hole for fixing nut & bolt of approved brand including all cost, conveyance, cess etc complete as per the direction of the Engineer-In-Charge but excluding cost of GST |
| 32 | Motor hood size (0.45mx0.45mx0.60m) made with 18 SWG (cold rolled M.S.Sheet with one coat of red axide primer and two coats of powder coated paint of approved quality on both side (inside & outside) suitable to cover centrifugal monoblock Pump Set from 10 HP to 15 HP and having provision for attachement with the groves on rear side of the pannel board of approved brand including all cost, conveyance, cess etc complete as per the direction of the Engineer-In-Charge but excluding cost of GST |
| 33 | 4KVAR Power ShuntCapacitor with ISI mark of of reputed approved brand ofISI marked including all cost, conveyance, cess etc complete but excluding cost of GST |
| 34 | 3 Phase SMART Mobile Pump Controller of Wall & Panel Mounting,Suitable for GSM SIM card of all mobile operators with multiple user access, theft protection, remote operation,auto/manual/bypass operating with timer ,inbuilt MCB,LED Indicators, Motor ON/OFF status on mobile,status of Mains, Pump, Battery & Signal Strength to be found with mobile,Easy to operate with SMS or Missed calletc complete with installation cost complete |
| 35 | 3x10 sqmm PVC insulated (HD) tropoder armoured Electric Cable with alluminum conductor for use in 3 phase power system of working voltage upto & including 1100 volts at 50Hz confirming to IS 7098 (Pt-II) of approved brand ofISI marked including all cost, conveyance, cess etc complete but excluding cost of GST |
| 36 | 100mm dia nominal bore G.I.pipe having wall thickness 4.5mm electrical resistance welded of medium class confirming to IS- 1239(part-1/2004) with latest ammendments, screwed at both ends as per IS-554 with socketed at one end and the other end protected with plastic threaded protector including its transportation and unloading at L.I.P. site. The socket confirming to ISI 1239(part II/1992) with latest ammendments in random length of 4 to 7 mtr.Each pipe should bear IS certification and manufacturers name/trade mark. |
| 37 | 273mm dia M.S.Pipe (6.30mm thickness) IS 3589:2001 with ISI mark of reputed company including all cost, conveyance, cess etc complete but excluding cost of GST including laying and jointing charges complete |
| 38 | 100X100X75mm dia G.I.Tee with ISI mark of reputed brand having priming arrangement by locking system including all cost, conveyance, cess etc complete but excluding cost of GST |
| 39 | 100mm dia G.I.Bend( Medium Duty) conforming to IS No-1239 (part II/1992) with ISI mark of reputed brand including all cost, conveyance, cess etc complete but excluding cost of GST |
| 40 | 100mm dia G.I.Flange(Medium Duty) conforming to IS No-6392/1971 with ISI mark of reputed brand including all cost, conveyance, cess etc complete but excluding cost of GST |
| 41 | 100mm dia C.I. Screw boss Foot Valve of swing type friction less with single disc conforming to IS-4038/1979 of reputed brand with ISI mark of reputed company having wide dealership network including all cost, conveyance, cess etc complete but excluding cost of GST |
| 42 | 100mm dia C.I.Double Flanged Non Return Valve swing type PN-1.0 (IS-5312(Part-I-2004) with bypass arrangement with ISI mark of reputed brand including all cost, conveyance, cess etc complete but excluding cost of GST |
| 43 | 250X250X160 mm Spigot moulded reducing HDPE Tee 10 kg |
| 44 | Cost, Supplying of ISI marked 160X160X160 mm HDPE Tee spigot design 6 kg |
| 45 | 200X200X160 mm Spigot moulded reducing HDPE Tee 10 kg |
| 46 | Cost of 250 x 160 mm Ø HDPE Reducer |
| 47 | 160mm slipon Flange HDPE |
| 48 | Cost, Supplying of ISI marked250 MM HDPE Tail piece 160 mm long |
| 49 | Cost, Supplying of ISI marked160 MM HDPE Tail piece 160 mm long |
| 50 | Cost, Supplying of ISI marked160 MM HDPE End Cap |
| 51 | 150mm diaC.I. Butter Fly Valve BS:5155/15:reputedmake 13095-CI MOC Lever Operated PN-1.0 with ISI mark of including all cost, conveyance, cess etc complete |
| 52 | Cost, supplying of 50mm dia reputedmake C.I double Air Release Valve PN 1.6 with saddle and Raiser pipe conforming to IS 14845 (SI) with ISI mark |
| 53 | Cost, supplying of 160mmx160mmx110mm diaHDPE Tee withGI bend, closing and opening arrangement of reputed brand including all cost, conveyance, cess etc complete |
| 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. including digitization works Vide Sanctioned Estimate No.195/24-25, AED-II,K.S.Nagar.LENGTH =0.01Km |
| 55 | Construction anderection of 11 /0.4 KV ,63 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 for63KVA S/S, G.I.pipe earthingwith 25X5mm G.I.Flatsincluding cost of 63 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. including digitization works Vide Sanctioned Estimate No.195/24-25, AED-II,K.S.Nagar. |
| 56 | Construction of 3 phase 4 wire Line using 8mtr long 200 kgPSC Poles with LT XLPE AB Cable of (3X35 mmSq.+ 1X25mm sq.) along with all required materials and concreting of stay/poles LT Dead end clamp, suspension clamp with I - hook, stay accessories such as Wire Insulators, clamp etc.to completepower supply as per the field condition (40m Span length)including digitization works Vide Sanctioned Estimate No.195/24-25, AED-II,K.S.Nagar. LENGTH =0.04Km |
| 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. |
| 58 | Construction ofBoundary wallof (3.60mx 3.0 )Sq.mtraround the sub station by providing4no of 35cmx35cm 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. |
| 59 | (i) Earthwork in excavation in hard soil within initial lead & lift includingdressing and levelling the bed etc. complete. |
| 60 | (ii) Filling of sand in foundation and plinthwell watered and rammed |
| 61 | (iii) C.C (1:4:8) using 4cm H.G metal |
| 62 | (iv) Brick work withFly ashbricks in CM (1:6) in F&P including cost, conveyance & Royaltyetc. |
| 63 | (v) C.C. (1:2:4) using 12mm HG chips at Plinth |
| 64 | (vi) 12mm thick C.P in C.M (1:6)over brick work with racking of joints |
| 65 | (vii) Filling the foundation and plinth with excavated materials |
| 66 | (viii) Cost of MS Gatewith 35x35x6 mm Angle & 25 x6 mm Flatincluding priming & Paintingetc complete |
| 67 | (ix) Metal Spreading inside the boundary |
