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| 1 | Earthwork in excavation of foundation in hard soil including dressing & levelling of bed within initial lead of 50mt. & lift of 1.5mtr etc complete as per the direction of the Engineer-incharge. |
| 2 | Filling in foundation & plinth with sand including watering & ramming etc complete as per the direction of the Engineer-incharge. |
| 3 | Cement concrete (1:4:8) with 4cm size h.g.c.b. metal of approved quality from approved quarry with ramming watering and curring etc. complete including cost, taxes, royalty convence charge of all material to worksite, supply of cement T&P required etc. complete as per the direction of the Engineer-incharge. |
| 4 | Fly Ash Brick masonry 25cm x 12cm x 8cm size having crushing strength not less than 75kg / cm2 with dimensional tolerrance + 8% in cement mortar (1:6) in foundation & plinth etc. complete as per the Engineer-incharge. |
| 5 | Cement Concrete (1:2:4) with 4cm size h.g.c.b. Chips of approved quality from approved quarry with ramming watering and curring etc. complete including cost, taxes, royalty convence charge of all material to worksite, supply of cement T&P required etc. co |
| 6 | Filling the foundation and plinth with excavated material as directed by the Engineer-incharge. |
| 7 | 12mm cement plaster in cement mortar (1:6) finished smooth to brick work after racking out joints including waterring and curring with cost, taxes, royalty and conveyance charges of all material to the worksite and supply of all labour and T&P required for the work etc complete as directed by the Engineer-incharge. |
| 8 | Rigid smooth centering & shuttering for R.C.C. works including false work & dismateling then after including cost of materials in ground floor complete an directed by the Engineer-incharge.Bend |
| 9 | R.C.C. work in C.C. (1:2:4) including hoisting & laying & curring for 28 days using 12mm. Size clean black hard granite crusher broken chips of approve quality and from approve quarry including cost taxes conveyance charges of all materials to the worksite with supply of all labour and T&P required for the work etc complete as directed by the Engineer-incharge. |
| 10 | M.S. reinforcement for R.C.C. work including supplying, cutting, bending, binding & tying the grills & placing in position including cost of binding wire 18 to 20 guage per Qntl. Including cost of HYSD Still Bar (FE 415/ FE 500) |
| 11 | Painting of 2 coats with approved shade of paint including cost, labour etc complete |
| 12 | Colour washing 2 coats with shell lime over 2 coat white washing. |
| 13 | Cement Punning |
| 14 | Labour charges for writting of required information and data on both side of the transperancy pillar including supplying of approved paints and required material for writing etc. complete as per the direction of the Engineer-incharge. |
| 15 | Cost of laying and fitting of PVC/MS Fabricated Tee with all arrangements etc complete |
| 16 | Labour charges for connection of main switch to starter and starter to motor with connection ofother electrical fittings etc. complete as per direction of the Engineer-incharge. |
| 17 | Cost of 10HP Monoblock pump set total head of 25 Mtrs capable to discharge 1700 LPM withsquirrel 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 Power Supply suction delivery= 100mmx100mm with BEE 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. |
| 18 | Cost of 15 HP Auto Star Delta Starter (BCH make) |
| 19 | Cost of 63 Amp. Main Switch Triple pole & natural of voltage range 440 volt of re-wirable fuse and shall confirming to IS-4064(PT-I& ) with ISI markincluding all taxes etc. |
| 20 | Cost of Panel Board made out of 18 gauge CR Sheet. |
| 21 | Cost of Motor Hood Cover made out of 18gauge C.R.Sheet |
| 22 | Cost of Motor Base Plate |
| 23 | Cost of 4 KVAR Capacitor |
| 24 | Cost of3 Core x 16mm2 Tarpodar cable XLPE (Cross link polyethylin)confirming to IS-7098(part-II ) including laying below 0.9mtr of the ground and filling the excavated materials including watering and rammin including all taxed etc. |
| 25 | Cost of 100mm. dia nominal bore G.I.pipe having wall thickness 4.5mm.Elecrical resistance welded.Medium class confirming to IS 1239(Pt-1/2004) with socketed at one end the otherend protected with plastic thread protector.The socket confirming to IS-1239 ( pt-I/1992) with latest amendmewnts in random length of 4 to7 mtrs. Each pipe should bear ISI Certfication & manufacturers name/Trade mark including all taxes etc. with guarantee. |
| 26 | Cost of 100mm dia G.I. Bend confirming to IS-1239(Pt-II 1992) including all taxes etc. |
| 27 | Cost of 100mm dia C.I.foot Valve |
| 28 | Cost of 100mm dia G.I.Flange confirming to IS-6392/1971 including all taxes etc. |
| 29 | Cost of 100mm x100mmx25mm G.I.Priming Tee |
| 30 | Cost of 50mm dia Air release valve with saddle &Raiser pipe.The air release valve shall confirm to IS14845 with ISImark including all taxes &royality etc. |
| 31 | Supply of 200mm dia unplasticised riged UPVCpipe ivory in colour having specific gravity of 1.40 to1.46 gms/cc of straight length of 6(six) meter for portable water supplies conforming to IS-4985/2000 of BIS-Amendment-2 read with Table-1 of IS-specification bearingISImarks for working pressure CI-I UPVC pipe to withstand pressure of 2.5kgf/sqcm& the specification and manufacture name should be prominently marked on body of each pipe as per the latest Amendment of IS-4985. It includes the cost of sockets in case of plain ended pipe. PDI test are to be condcuted and should be marked on body of each pipe and report is to be obtained from CIPET, Bhubaneswar necessary approval of authority including transporation to work site in complete shape and handed over to Pani Panchayat President or Secretary. |
| 32 | Fitting of un-plasticised 200mm diaPVC Pipe for following inside dia mtr. for all classes of pipe including jointing the pipe with solvent cement by non-head application method including fitting and fixing of required no. of PVC Tee for outlet and PVC Shaddle and PVC Riser nipple for fitting air valve, equal Tee etc. complete including conveyance pipe from village to worksite and testing of pipe line etc. complete as per the direction of the Engineer-incharge. |
| 33 | Cost of 100mm C I double flangedSluice ValveFlanged type PN - 1.0 as per IS:5312 part-I with by-passarrangement |
| 34 | Cost of 100mm CI double flanged Non-Return Valve swing type PN-1.0 as per IS:5312 part-I with by pass arrangement. |
| 35 | Labour charges for Installation and delivery fitting including fitting of Sluice Valve, NR Valve, Air Release Valve, PVC Tee and lowering of pump and transportation etc complete. & fixing suction and delivery pipe to motor, NR Valve, Foot Valve, Sluice Valve and other fitting materials including cutting, welding etc. complete as per the direction of the Engineer-incharge. |
| 36 | Cost of 200mm x 200mmx110mm dia MS Tee with control arrangements. |
| 37 | Cost of 200 mm x 200 mm x 160 mm Ø PVC Equal Tee(W.P. 4 kgf/cm2) confirming to IS-4995/1988 with latest ammendment |
| 38 | Cost of 160 mm x 160 mm x 160 mm Ø PVC Equal Tee(W.P. 4 kgf/cm2) confirming to IS-4995/1988 with latest ammendment |
| 39 | Cost of200 mmØ PVC End Cap( W.P. 10 Kgf/cm2 ) conforming to IS - 4995/ 1988 with latest ammendment. |
| 40 | Cost of 200mm X100 mm dia PVC/MS/GI Reducer |
| 41 | Cost of 200 mmØ PVCCoupler(4 Kgf/cm2 agricultural PVC fitting ) conforming to IS - 4995/ 1988 with latest ammendment. |
| 42 | Fabrication laying, welding, cutting and fitting etc |
| 43 | Electrical Earthing including all materials as per the direction of the Engineer- incharge |
| 44 | Foundation Nut and Bolt, Rubber Insertion etc |
| 45 | Construction anderection of 11 /0.4 KV ,25 KVA Double Pole mounted Substation Star rated 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, Transformer belting on 2.80 M long 50 X 50 X 5 mm M.S.Angle, (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 5 mm M.S.Angle, with 3 No. 11 KV Lightening Arrestors & Distribution box for25 KVA S/S, G.I.pipe earthingwith 25X5mm G.I.Flatsincluding cost of 25 KVA 11/0.4 K.V.Transformer , 35 Sqmm 3 1/2 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, barbed fencing ( size (15\"x10\") with constn. of retaining wall, erection of RCC fencing post , sand filling and metal spreading ,fixing of iron grill gate etc as per cesu specification etc. including cost of all materials, labour , transportation complete with liasioning for testing inspection & commissioning. |
| 46 | Construction of 3 phase 11 KV line as per REC standard confirming to IE Rules 1956 with 300 kg 9 M long PSC Pole with 55 Sqmm Insulated Conductor, double disc and average span 50mtr with 1 Intermediate pole,11 KV \"V\" Cross arm, with required No.of 11 KV T & C Disc. Insulators 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. including cost of all materials, labour transportation,inspection & commissioning etc. complete. |
| 47 | Construction of LT Line 3Q4W (3x35+1x25mm2 ABC) with run over 8 mtr long 200kg PSC Pole. |
