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| 1 | Earth work excavation in foundation in hard soil with 50 mtr initial lead 1.5 m initial lift including rough dressing and breaking clodsto 2 cm to 7 cm and laying in layers not exceeding 0.3 m in depth as per direction of Engineer-in-charge |
| 2 | Filling foundationand plinth with sand watered and rammed as per direction of Engineer-in-charge. |
| 3 | Cement concrete ( 1:4:8) with 4 cm size h.g metal as per direction of engineer-in-charge. |
| 4 | Cement concrete ( 1:2:4) with 12 mm size h.g Chips as per direction of engineer-in-charge. |
| 5 | Rigid and smooth centering and shuttering for RCC work including false work and dismentalling them after casting including cost of materials complete in Column beams,Roof slab,Plinth Bend |
| 6 | Supplying,fitting and placing oncoatedHYSD(TISCON) bar reinforcement complete as per drawing and technical specificationincluding cutting , binding , bendingand cost of binding wire. |
| 7 | Brick work with C.B. Brick 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. |
| 8 | 12mm thick cement plaster (1:6 ) over brick masonary |
| 9 | Random Rubble stone masonary in cement mortar (1:6) in foundation and plinth etc complete as per the direction of the Engineer-incharge. |
| 10 | Cement punning over brick masonary work |
| 11 | Filling F & P with excavated materials, moorum including watering and ramming as directed by the engineer-in-charge |
| 12 | White washing three coats with shell lime |
| 13 | Earth workin excavation of foundation inhard soil of gravely soil within 50 mtr initial lead 1.5 m initial lift including rough dressing and breaking clodsto 5 cm to 7 cm and laying in layers not exceeding 0.3 m in depthIncluding the cost of labour charges for compaction for OMC , hire charges of PRR & watering as per direction of Engineer-in-charge. |
| 14 | Earth work in slushy soil (in water upto 0.6m depth requiring the aid of pans and vessels) with in 50m initial lead and 1.5m initial lift as per approved by the Department. |
| 15 | De-watering of fouindation trench in slushy soil using 5 HP diesel pump on hire |
| 16 | Rough Stone dry packing in approns and revetments with hard granite stone (15 cm to 30cm) |
| 17 | Supplying of 200 mm dia unplasticised rigid UPVC pipe ivory gray in colour having specific gravity of 1.40 to 1.46 gms. cc,of straight length of 6(six ) meter for portable water suppliers conforming to IS-4985/2000 of BIS- Amendment 2 read with Table =1 of IS specification bearing ISI marks for working pressure CI-I(2.5 khf/sqcm) UPVC pipe to withstand pressure of 2.50 Kgf/sqcm and the specification and manufacturer name should be prominenity marked on body of each pipeas per the latest Amendment of IS 4985.it includes the cost of sockets in case of plain ended pipe Pre & Post delivery Inspection are to beconducted and should be marked on body of each pipe and report is to be obtained from CIPT ,Bhubaneswar /EPM ,Orissa , Bhubaneswarnecessary approval of authority including transporotation and laying at site all complete with cost of solvent cement. |
| 18 | Supplying of 160 mm dia unplasticised rigid UPVC pipe ivory gray in colour having specific gravity of 1.40 to 1.46 gms. cc,of straight length of 6(six ) meter for portable water suppliers conforming to IS-4985/2000 of BIS- Amendment 2 read with Table =1 of IS specification bearing ISI marks for working pressure CI-I(2.5 khf/sqcm) UPVC pipe to withstand pressure of 2.5 Kgf/sqcm and the specification and manufacturer name should be prominenity marked on body of each pipeas per the latest Amendment of IS 4985.it includes the cost of sockets in case of plain ended pipe Pre & Post delivery Inspection are to beconducted and should be marked on body of each pipe and report is to be obtained from CIPT ,Bhubaneswar /EPM ,Orissa , Bhubaneswarnecessary approval of authority including transporotation and laying at site all complete with cost of solvent cement. |
| 19 | Labour charges for laying & fitting of 200 mm dia PVC pipe |
| 20 | Labour charges for laying & fitting of 160 mm dia PVC pipe |
| 21 | Cost of supplying transportation and fixing in proper place and position including required size full threaded TVS nut bolt with CC(1:2:4) as per site condition |
| 22 | Monoblock centrifugalStar rated pumpset having discharge 1700 LPM at 18 Mtr. Headsquirrel cage induction motor companion flanges and class-F insulation suitable for operation at 415 volt + 6% - 15%, 3 phase 50Hz AC power supply confirming to IS 9079/2002 with ISI mark &guarnatee period & inclusive of cost of transportation to site & the pump set should be star rated. The manufacturer should be areputed company having wide dealership network and the spare parts should be easily available. The materials of construction as given below : a) Casing: FC 200 as per IS 210/1978b) Impeller: Bronze grade LTB - 2 of IS 318/1981c) Shaft: High carbon steel grade 40 c 8 of IS 1570(part 2)d) Gasket: As per IS 5120/1977.NB: Pump set to be tested at PTL, OLIC, Bhubaneswar at random at contractor\"s cost. |
| 23 | 10 HP control panel wit automatic Star Deltastarter, MCB, 5 KVAR Capacitor fitted inside Irrigation panel of 18 gauge C.R. sheet with locking arrangement anddouble coat painting over one coat primerfitted with Danger Board |
| 24 | Motor hood cover of 18 gauge C.R. sheet(18\"x18\"x24\") with double coat painting over one coat primer so as to cover the motor |
| 25 | MS Base plate for fitting of pannel and pump as per sample |
| 26 | 3 x 10 sqm Tarpodar Cable XLPE (Cross like polythylin) confirming to IS - 7098 (Part - II) including laying below 1 mtr of the ground & fitting the excavated materials including watering & ramming. |
| 27 | Supply ,fittintg and placing of 100mmdia Nominal Bore GI pipes having wall thickness 4.5mm electrical resistance welded of medimum class confirming to IS-1239(part-I /2004) with latest amendments ,screwed at both ends as per IS-554 socketed at 1 end and other end protected with plastic threaded protector .The socket confirming IS -1239 (Part-II/1992) with latest amendments in rendom length of 4 to 7 mtrs.Each pipe shouldbear ISI certification and manufacturers name /trade mark. |
| 28 | Letter writings over display Board including painting with enamelled paint .Including cost of materials as per the direction of the Engineer-in-charge. |
| 29 | Labour charges for fitting ,fixing of suction ,delivery fitting including M.S Tee set ,NR valve, Switch valve and Air release valve etc minor welding transportation of materials to site etc. including nut, bolt rubber insallation etc complete. |
| 30 | 100mm dia C.I.screw base foot valve (Kirloskar make preferbely ) with ISI mark. |
| 31 | 100mm dia G.I. bend IS No 1239(Part-II/1992) |
| 32 | 100mmdia G.I.flange IS No 6392/1971 |
| 33 | 100 mm dia C.I.N.R valve IS No 5312(Part-I) with ISI mark |
| 34 | 100mm dia C.I.sluice valve IS No 14846-2000(Part-I) |
| 35 | 50mm dia C.I.A..R Valve IS Mark14845(SI)with 1 mtr long G.I.Short piece with saddle |
| 36 | 2000mm dia PVC L-Bow confirming to PL-R PVC-IS 2000 F |
| 37 | 200x200x160 mm PVC Tee (6 Kgf/sqm) confirming to PL-R PVC-IS 2000F |
| 38 | 200x200x2000 mm PVC Equal Tee (6 Kgf/sqm) confirming to PL-R PVC-IS 2000F |
| 39 | 200mm dia PVC end cap confirming to PL-R PVC-IS 2000 F |
| 40 | 200mm dia PVC Coupler (4 kgf/sqcm) |
| 41 | 100x100x100 mm dia GI Tee for Priming with locking arrengement. |
| 42 | 200x100mmPVC reducing socket |
| 43 | 200x160 mmPVC reducing socket |
| 44 | 160mm dia PVC end cap confirming to PL-R PVC-IS 2000 F |
| 45 | 160mm dia PVC Coupler (4 kgf/sqcm) |
| 46 | 160 mm dia PVC L-Bow confirming to PL-R PVC-IS 2000 F |
| 47 | 160x160x160 mm PVC Equal Tee (6 Kgf/sqm) confirming to PL-R PVC-IS 2000F |
| 48 | 160x160x 100 mm dia M.S. Tee with160 mm OD,with 1.00 mtr.long 100 mm dia M.S. pipe(medium duty) welded with two nos. of 100 mm dia M.S. Flange in between the one mtr. long M.S. pipe and another 0.25 mtr. long 100 mm dia M.S. (medium duty) pipe fitted horizontally with two nos. of 100 mm dia M.S. elbow with water locking arrangement made out of one no. of 100 mm dia open flange and one no. of 100 mm dia blind flange with hinges, gaskets arrangement to enable inseration of 160 mm dia UPVC pipe up to a length of 100mm both sides. The arrangement to be painted with two coats of anti corrosive paint. |
| 49 | Cost of welding, for fitting of G.I.pipe ,G.I.bend, G.I. flange etc. |
| 50 | Construction of 3 phase 11 KV line as per REC standard confirming to RE Rules 1956 with 300 Kg 9 M long PSC Pole support in 60 M span, 55 SqmmConductor, 11 KV \"V\" Cross arm , with required No.of 11 KV T & CDisc.Insulators & 11 KV Pin Insulators, Carping & 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 ,transpotation,inspection & commissioning etc.complete. |
| 51 | Construction & erection of 11 / 0.416 KV, 25 KVA , (3 star rated transformer) D.P.Substation 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 for 63 KVA S/S, Pipe earthing (F-2) , including cost of 50 Sqmm 3.5 CorePVC Cable carpping & 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. The Barbed wire fencing size 8\"x12\" with 10 nos of RCC pillar including retaining wall of brick masonary with cement mortar(1: 6).The height of brick wall must be 0.60 mtr (below Ground wall 0.30 mtr and above G.L 0.30 mtr with 25 cm of wall thickness) & 3 Ply GI Barbed wire & Grill Gate of size 3\"x4\" with locking arrengement including metal & sand spreadingwith cost of all materials, labour , transportation complete as per the estimate of South Co. with liasioning for testing inspection & commissioning. |
| 52 | Cost of barbed wire fencing with sand and metal spreading for distribution around Sub-Station |
| 53 | Electrical Earthing with 40 mm dia medium duty GI earthing pipe each 3 m long with installation including cost of all materials like GI flange chorcoat, salt etc. as required as per I.E Rule |
| 54 | Labour charges for electrical installation with supply of electrical petty materials like 4 sq mm flexible wire, Black tape, Fuse wire,Condute pipe etc. |
| 55 | Documentation for Water sharing agreement, Electrical agreement of Pani panchayat, list of Photographs (Pre Installation & Post Installation) power supply work such i.e sub station, H.T Line , L.T Line and water triled from distribution box etc. |
