Mendriguda-I, Saraguda-I and Saraguda-II

Earth work excavation in foundation in hard soil with 50 mtr initial lead 1.5 m initial lift including rough dressing and breaking clods to 2 cm to 7 cm and laying in layers not exceeding 0.3 m in depth as per direction of Engineer-in-charge

Filling foundation and plinth with sand watered and rammed as per direction of Engineer-in-charge.

Cement concrete ( 1:4:8) with 4 cm size h.g metal as per direction of engineer-in-charge.

Cement concrete ( 1:2:4) with 12 mm size h.g Chips as per direction of engineer-in-charge.

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

Supplying, fitting and placing oncoated HYSD(TISCON) bar reinforcement complete as per drawing and technical specification including cutting , binding , bending and cost of binding wire.

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.

12mm thick cement plaster ( 1:6 ) over brick masonary

20mm thick cement plaster (1:6) over stone masonary

Random Rubble stone masonary in cement mortar (1:6) in foundation and plinth etc complete as per the direction of the Engineer-incharge.

Filling F & P with excavated materials, moorum including watering and ramming as directed by the engineer-in-charge

White washing three coats with shell lime

Distemepring two coat to pillar and walls

Earth work in hard soil or gravelly soil with 50m initial lead and 1.5m initial lift including rought dressing and breaking clods to maximum 5cm 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per direction of the Engineer-In-Charge.

Dry brick rammed to 10 cm thickness

2.5 cm A.S flooring with C.C(1:2:4) includijg punning

Priming Iron door & window

Painting 2 coats on Iron door with paint

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.

De-watering of fouindation trench in slushy soil using 5 HP diesel pump on hire

Rough Stone dry packing in approns and revetments with hard granite stone (15 cm to 30cm)

Supplying of 200 mm dia High Density Polytethylene Pipe (HDPE) PN-4(PE 80) of straight length of 6(six ) meter for portable water suppliers conforming to IS-4985/2016 bearing ISI marks for required working pressure and the specification and manufacturer name should be prominenity marked on body of each pipe as per the latest Amendment of IS 4985. Pre & Post delivery Inspection are to be conducted and should be marked on body of each pipe and report is to be obtained from CIPET ,Bhubaneswar / EPM ,Orissa , Bhubaneswar necessary approval of authority including transporotation and laying at site all complete .

Supplying of 160 mm dia High Density Polytethylene Pipe (HDPE) PN-4 (PE 80) pipe,of straight length of 6(six ) meter for portable water suppliers conforming to IS-4985/2016 bearing ISI marks for required working pressure and the specification and manufacturer name should be prominenity marked on body of each pipe as per the latest Amendment of IS 4985. Pre & Post delivery Inspection are to be conducted and should be marked on body of each pipe and report is to be obtained from CIPET ,Bhubaneswar / EPM ,Orissa , Bhubaneswar necessary approval of authority including transporotation and laying at site all complete .

Earthwork in excavation of foundation in hard soil such as Hard stiff clay,stiff black cotton,hard red earth, shales, moorum ordinary gravels etc within50m. Initial lead and 1.5m. Initial lift 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%) for HDPE Pipe line

Filling in F&P with excavated materials in layers not exceeding 0.30m including breaking clods within 50m. initial lead including leveling the tranches as the case may be etc complete as per direction of the Engineer-in-charge.(Quantity by means of Mechanical 60% & mannually 40%) for HDPE Pipe line

Cost of laying & fitting charges of under ground pipe line with 200 mm dia HDPE pipe PN-4 (PE 80) including all

Cost of laying & fitting charges of under ground pipe line with 160 mm dia HDPE pipe PN-4(PE 80) including all

Cost of supplying and fixing in proper place and position including required size full threaded TVS nut bolt with CC(1:2:4) as per site condition

10 HP/7.50 KW Energy efficiency Monoblock pump set of total head 18 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 as given below: a) Casing:FC 200 as per IS 210/1978 b) Impeller: Bronze grade LTB - 2 of IS 318/1981 c) 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.

Cost of 10 HP control panel with Auto Star Delta Starter, 63 Amp MCB, 5 KVAR Capacitor fitted inside the Irrigation Panel box with locking arrangement made out of 18 gauge CR sheet. NB: Starter will be sent to PTL, OLIC, Bhubaneswar at random for necessary testing at the contractor's cost.

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

MS Base plate for fitting of pump as per sample

MS Base plate for fitting of pannel as per sample

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.

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 should bear ISI certification and manufacturers name /trade mark.

Letter writings over display Board including painting with enamelled paint .Including cost of materials as per the direction of the Engineer-in-charge.

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.

100mm dia C.I.screw base foot valve (Kirloskar make preferbely ) with ISI mark.

100mm dia G.I. bend IS No 1239(Part-II/1992)

100mm dia G.I.flange IS No 6392/1971

100 mm dia C.I.N.R valve IS No 5312(Part-I) with ISI mark

100mm dia C.I.sluice valve IS No 14846-2000(Part-I)

50mm dia C.I.A..R Valve IS Mark 14845(SI)with 1 mtr long G.I.Short piece with saddle

2000mm dia HDPE L-Bow (spigot design 6 kg) confirming to PL-R HDPE-IS 2016 F

200x200x160 mm HDPE Tee (spigot design 6 kg) confirming to PL-R HDPE-IS 2016F

200x200x2000 mm HDPE Equal Tee (spigot design 6 kg) confirming to PL-R HDPE-IS 2016F

200mm dia HDPE end cap confirming to PL-R HDPE-IS 2016 F

100x100x25 mm dia GI Tee for Priming with locking arrengement.

200x100mm HDPE (spigot design 6 kg) reducing socket

160mm dia HDPE end cap (spigot design 6 kg) confirming to PL-R HDPE-IS 2016 F

160 mm dia HDPE L-Bow confirming (spigot design 6 kg) to PL-R HDPE-IS 2016 F

160x160x160 mm HDPE Equal Tee (6 Kgf/sqm) confirming to PL-R HDPE-IS 2016F

200x160mm HDPE (spigot design 6 kg) reducing socket

150 mm butterfly valve

160 mm slipon flange

160x160x 110 mm dia weldless G.I.Tee (3.6mm thickness) with bend, closing and opening arrangement of reputed brand including all cost, conveyance, cess etc complete

Cost of welding, for fitting of G.I.pipe ,G.I.bend, G.I. flange etc.

Cost of 1 Nos Iron gate with locking arrangement & 2 Nos ventilator fully painted

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 trialed from distribution box etc.

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 Sqmm Conductor, 11 KV "V" Cross arm , with required No.of 11 KV T & C Disc.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 as per TPSODL estimate

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 G.I.Channel, Transformer belting on 2.80 M long 50 x 50 x 5 mm G.I.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 G.I Channel and supported by 1.0 M long 50 x 50 x 5 mm G.I.Angle , with 3 No. 11 KV Lightening Arrestors & Distribution box for 25 KVA S/S, Pipe earthing (F-2) , including cost of 50 Sqmm 3.5 Core HDPE 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, M.S grill gate etc.including metal & sand spreading with cost of all materials, labour , transportation complete as per the estimate of TPSODL. with liasioning for testing inspection & commissioning.

Imposition of 9 Mtr long intermediate PSC Pole

Construction of 400 Amp 11 Kv Line AB Switch with all provisions

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

Labour charges for electrical installation with supply of electrical petty materials like 4 sq mm flexible wire, Black tape, Fuse wire,Condute pipe etc.

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