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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 | Excavation in hard soil such as hard stiff clay, stiff black cotton, hard red earth shales, moorum ordinary gravels with 50mtr initial lead and 1.5mtr liftincluding rough dressing and breaking the clods and stacking rubble or spreading and levelling with the site as the case may be etc complete as per the direction of the Engineer in Charge. Mechanical 60%+Labour 40%) |
| 4 | Filling in foundation & plinth with excavated materials including well watered and rammed such as hard stiff clay, stiff black cotton, hard red earth shales, moorum ordinary gravels with 50mtr initial lead and 1.5mtr liftincluding rough dressing and breaking the clods and stacking rubble or spreading and levelling with the site as the case may be etc complete as per the direction of the Engineer in Charge. Mechanical 60%+Labour 40%) |
| 5 | 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. |
| 6 | 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. |
| 7 | 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 |
| 8 | 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 superstructure etc. complete as per the Engineer-incharge. |
| 9 | 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. |
| 10 | 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 |
| 11 | 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. |
| 12 | 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) |
| 13 | Cost of M.S.Shutter Door of size (1.00 x 2.00)mtr |
| 14 | Cost of iron ventilator of size (0.45m x 0.30m) |
| 15 | Dry brick Khoa rammed to 10cm thick |
| 16 | 2.5cm A.S.Flooring in CC (1:2:4) including punning with 12mm HG Chips |
| 17 | Cement Punning |
| 18 | Priming of M.S.Door with approved primer |
| 19 | Painting of 2 coats with approved shade of paint including cost, labour etc complete |
| 20 | White washing 2 coats with shell lime over 2 coat white washing. |
| 21 | Colour washing 2 coats with shell lime over 2 coat white washing. |
| 22 | 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. |
| 23 | Fittings and Fixing of M.S.Tee aling pipeline |
| 24 | Labour charges for connection of main switch to starter and starter to motor with connection ofother electrical fittings and energisation etc. complete as per direction of the Engineer-incharge. |
| 25 | Filling F & P with eacavated materials. |
| 26 | 7.5 HP Submersible motor pump of 25 mtr head with 900 LPM discharge of reputed brand with BEE Star rated energy efficiency suitable for 200 mm dia tube well as per IS specification with 2 pair U-Clamp & 30 mtr of 4.00 sqmm flat cable andImpeller: Bronze grade LTB-2 of IS 318/1981 as per IS specification |
| 27 | 2.50mm2 Submerssible (3 Core) Flat Cable ISI mark of reputed company. |
| 28 | Control Pannel with Automatic Star delta Starter, sheet steel enclosure suitable for operation of Squirrel cage induction motor up to 10 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. |
| 29 | 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. |
| 30 | 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) including cost of transportation to site and laying below 0.9mtr of the ground and filling the excavated materials including watering and rammin including all taxed etc. |
| 31 | Labour charges for Installation of pumpset 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. |
| 32 | Cost of Electrical Earthing including cost of 30mm diax3m long G.I.earthing pipe with proper slotting (Tata make), 30mm dia G.I.Flange for earth pipe, No-6 G.I.Wire, 100Amp Cable Socket, Al-ka-pea, 50mm dia flexible conduit pipe, 5mm long TVS Nut & bolt including petty materials like charcoal, commom salt etc common salt , transportation of all earthing materials & tiils including loading and unloading, storing & shifting to project site complte and cost of labour for earthworks involved including taxes and other cgarges if any all complete. |
| 33 | T & P materials kit comprising of tester, screw driver DE Spanner, Plier Ring Spanner suitable for maintenance. |
| 34 | 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. |
| 35 | 100mm dia G.I.Socket( Medium Duty) with ISI mark of reputed company. |
| 36 | 200X100mm dia M.S.T/W Cap with ISI mark of reputed company. |
| 37 | M.ST/W Clamp (Pair) 100mm dia with ISI mark of reputed company. |
| 38 | Cost of 6mm dia PVC Insulated Steel Wire rope with ISI mark of reputed company. |
| 39 | 100mm dia G.I.Bend( Medium Duty) conforming to IS No-1239 (part II/1992) with ISI mark of reputed company. |
| 40 | 100mm dia G.I.Flange( Medium Duty) conforming to IS No-6392/1971 with ISI mark of reputed company. |
| 41 | 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 company. |
| 42 | 50mm dia C.I.Air Release Valve (single action) with saddle and Raiser pipe conforming to IS 14845 (SI) with ISI mark from reputed company. |
| 43 | Cost of 160mm x 110mm dia HDPE Reducer |
| 44 | Supply of 160mm dia HDPE PE 80- PN 4 ISI marked High Density Polyethylene (HDPE) Pipes for water supply as per IS-4984/2016 with proper grade and pressure rating including ex-factory rate, entire cost involved in Pre-delivery test & Post delivery test with correspoding test marking on the body of pipes along with name & address of manufacture, cost of transportation from factory to project site including loading & unloading, storage at site stock yard, watch and ward etc. and handing over to Pani Panchayat President or Secretary with due approval of authority including all taxes and cess etc. complete but excluding cost of GST. Pre-delivery test & Post deliver tests are to be conducted at the facility of CIPET, Bhubaneswar and test reports thus obtained from CIPET, Bhubaneswar are to be submitted to the Engineer-in-Charge. |
| 45 | Fitting of 160mm dia HDPE PE 80- PN 4 ISI marked High Density Polyethylene (HDPE) Pipes for water supply as per IS-4984/2016 with proper grade and pressure rating with supply of all required accessories materials, labour, T&P for jointing of 160mm dia High Density Polyethylene Pipes by butt fusion welding method as per specification & laying in trenches with desired leveling, testing including fitting and fixing up of required no. of attachments for Outlets and Shaddles and Riser Nipples, fitting air valve, equal Tee etc. complete including cost of transportation from factory to project site stock yard and from stock yard to work site complete as per direction of the Engineer-in-Charge. |
| 46 | Labour charges for Installation of pumpset and delivery pipes and fittings including fitting of Sluice Valve, NR Valve, Air Release Valve, Riser Tee, 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 the case may be) as per the direction of the Engineer-incharge. |
| 47 | 160mmx160mmx110mm dia Weldless G.I.Tee (3.6mm thickness) with bend, closing and opening arrangement of reputed company. |
| 48 | 150mm dia C.I. Butter Fly Valve BS:5155/15: 13095-CI MOC Lever Operated PN-1.0 with ISI mark of reputed company. |
| 49 | 160 mm HDPE End Cap |
| 50 | 160x160x160mm HDPE Equal Tee. |
| 51 | 160 mm HDPE Slipon Flange |
| 52 | Solvent Cement of approved quality for jointing og HDPE pipes with all cost and taxes. |
| 53 | Fabrication and welding etc complete |
| 54 | Nut Bolt and Rubber Insetion |
| 55 | Labour for drilling of perfect vertical bore hole of specified depth below ground level in alluvial soil strata by mud rotary rig drilling as required to suit the site condition as per the direction of Engineer-in-Charge including supply of Rig with it’s accessories, tools and plant and consumables etc. for lowering of finished bore for 400mm dia & suitable for lowering of 200mm diaPVC pipes for housing, fitted with socket with or without well screen as per the necessity for the soft, medium, hard and boulder formation (G.I./PVC casing pipes if required by the contractor to prevent collapse of over bourden portion ) including lower and withdrawing of casing pipe after drilling 200mm to 400mm dia in over bourden portion up to 100 Mtr. For 0 mtr. to 98 Mtr |
| 56 | Supply of all labour and T & P for lowering following size G.I./PVC pipes with or without slotted pipes as per the necessity from ground level and fitted and fixed up in perfectly vertical position including cutting and threading pipe and slotted pipe and fixing all joint materials, tools and plantsetc. complete and keeping the top of the casing pipe threaded including plugging tube wells to prevent entry to foreign materials from above excluding cost of fittings and jointing materials and packing gravels around the casing in the annular space as per the direction of the Engineer0 Mtr to 95 Mtr |
| 57 | Providing of 200 mm dia PVCwell casing as perASTM-D-1785/2004 ( Schedule -80) blue in colour having specific gravity of thematerials of the pipe 1.40 to1.46 gms/cc straight length of 3 mtrs PVC Pipes includingentire cost involved inPre-delivery test & Post delivery test with correspoding test marking on the body of pipes along with name & address of manufacturer, cost of transportation from factory to project site with loading and unloading,storage at site, watch and ward etc. till completion of project work and handing over to Panipanchayat all complete with due approval of authority as per direction of Engineer-in-charge. |
| 58 | Cost of slotting charges of 200mm dia PVC(ASTM-D)Sch.-80 pipe |
| 59 | Cost of bentonite drilling mudincluding transportation to site,etc. |
| 60 | Providing of Graded and washed gravel of ‘B’ grade including transportation to site etc. complete as per direction of Engineer-in-charge. |
| 61 | Cost of 200mm dia PVC Cone |
| 62 | Cost of 200mm dia PVC end cap |
| 63 | Cost of 200mm dia PVC Nipple |
| 64 | Cleaning and developing the production well using own Air compressor continuously worked till clear and adequate discharge is obtained from the tube well including supply and use of all necessary equipment and labour as per the direction of the Engineer-in-Charge. |
| 65 | Excavation of mud pit, settling pit & fluid channel& back filling with preparation of approches to movement of rig & ancillaries etc.Complete. |
| 66 | Operation of 5HP water pump for filling of mud pit |
| 67 | Construction of 3 phase 11 KV HT line as per REC standard confirming to IE Rules 1956 with 300 kg 9 M long PSC Pole with 55 Sqmm AAA Conductoraverage span 40mtr ,11 KV \"V\" Cross arm required No.of 11 KV T & C Disc. polymer Insulators in tension point &11 KV Pin Polymer insulators, Couping & Padding of Poles with all G.I.Channels. 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 if required. including cost of all materials, labour transportation,inspection & commissioning etc. complete. |
| 68 | Construction anderection of 11 /0.4 KV ,25 KVA Double Pole mounted Substation with5mtrx3mtrx1.5mtr height mesonary toe wall /G.I. Flat fencing boundary wall withFlat with Polymer insulator ,L.T DistBox with MCCB , Aluminim bus bar of single bay with kitkat fuse , sand filling and metal spearding with M.S.Grill gate ,all Channel matrials should be G.I , 7 Nos earthing with chamber with 3mtr G.I pipe of40mm dia with connecting of 25mmx 5mm G.I flat to all earthing including 25KVA BIS Leble-II Star rated 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 G.I.Channel, Transformer belting on 2.80 M long 50mm X 50mm 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 75mm X 40mm 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 and Danger board at each Pole, Anti climbing Devices & all other necessary fittings i.e required size Nuts & Bolts, Brackets, Cable, Cable Sockets as per TPCOCL specification etc. including cost of all materials, labour , transportation complete with liasioning for testing inspection & commissioning as per specification of TPCODL etc complete. |
