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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.b. crusher broken 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 | Brick work with K.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. complete as per the Engineer-incharge.a) In foundation and plinth |
| 5 | Cement concrete (1:2:4) with 12mm size black h.g.b. crusher broken 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 complete as per the direction of the Engineer-incharge. |
| 6 | 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.a) Plinth Bend |
| 7 | Supply, fitting & placing uncoated HYSD Bar reinforcement complete as per drawing & technical specification including cost, taxes, conveyance charges of etc. complete as directed by the Engineer-incharge. |
| 8 | R.C.C. work in C.C. (1:2:4) including hoisting & laying & curring for 28days 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. |
| 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 | Cement punning over plastering 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. |
| 11 | Finishingoverwall with approve water proofing cement paintincluding cost conveyance charges of materials including supply of labour,etc. required for the work complete as directed by the Engineer-incharge. |
| 12 | Writing charge 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. |
| 13 | Distempering 2 coat over a coat of white washing with approve good stone lime and colouring material includingcost conveyance charges of materials includng supply of labour, gum,indigo etc. requiredfor the work complete as directed by the engineer in charge. |
| 14 | M.S. pannel door single leafed with M.S. frame overall size includingframe of height (1.2 x2.0)mt. widthfor door and shutter of 18 gauge CR sheet pannel as per approved size & specification etc. complete including cost of all materials fitting and fixing the door etc. complete as per the direction of the Engineer in charge. |
| 15 | Painting two coat with an approve paint over a coat of prmer over iron work including cost of labour etc. complete as per direction of the Engineer in charge. |
| 16 | 25mm thick A.S. flooring with C.C. (1:2:4) using 12mm size black hard granite crusher broken chips of approve quality for approve querry including water and curring with cost taxes royalty and conveyance charges of all material toworksite and supply of all labour and T&P required for the work complete as directed by the Engineer in charge. |
| 17 | 2.5 cm thick grading c.c 1:2:2 on roof slab |
| 18 | Pump chamber wiring with plug and light arrengment |
| 19 | Painting two coat with an approveprimer over iron work including cost of labour etc. complete as per direction of the Engineer in charge. |
| 20 | Fitting ofPVC Pipeincluding jointing the pipe with solvent cement including fitting and fixing of required no. of PVC Tee . including cost of PVC Pipe & Solvent Cement, Transportation of Pipeincluding conveyance pipe from village to worksite 200mm dia PVC Class-I Pipe |
| 21 | Fitting ofPVC Pipeincluding jointing the pipe with solvent cement including fitting and fixing of required no. of PVC Tee . including cost of PVC Pipe & Solvent Cement, Transportation of Pipeincluding conveyance pipe from village to worksite 200mm dia PVC Class-II Pipe |
| 22 | Filling the foundation and plinth with excavated material as directed by the Engineer-incharge.A) Hard Soil |
| 23 | 12.5 HP Centrifugal Monoblockpumpset 20mtr. Head to discharge 1700 LPM |
| 24 | Control Panel Board with 12.5 HP Starter, 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 complete63Amp Main switch,Capacitor including internal wiring |
| 25 | Base frame of motor |
| 26 | 3 x 16mm2 T.P. Cable laying underground including excavation of earth sand filling etc.complete |
| 27 | 2.5 mm2 s/s flat. Cable laying underground including excavation of earth sand filling etc.complete |
| 28 | 100 mmdia. G.I. Pipe |
| 29 | 100mm C.I. Foot Valve |
| 30 | 100 mm dia. G.I.Flange |
| 31 | 100 mmdia. G.I. Bend |
| 32 | 100mm C.I. N.R. Valve |
| 33 | 100mmSluiceValve |
| 34 | Cost of 200 mm pvc end cap |
| 35 | 50mm C.I. Air Release Valve with saddle,riser pipe,bend etc for proctection tank |
| 36 | Cost of 100X100X25mm G.I. tee, Bend, Bulb Valve for Priming |
| 37 | Cost, supplying of 200mmx200mmx110mm dia Weldless G.I.Tee(3.6mm thickness) with bend, closing and opening arrangement of reputed brand including all cost, conveyance, cess etc complete. |
| 38 | 200 MM Equal pvc Tee |
| 39 | Out let for T. Tank |
| 40 | Cost, supplyuing of M.S Nuts and Bolts (1/2\" to 5/8\") including all cost, conveyance, cess etc complete. |
| 41 | 200 mm dia MS Tail Piece |
| 42 | 200mm X100mm dia. M.S. fabricated Reducer |
| 43 | Motor Hood |
| 44 | Cost of 100 mmØG I Socket |
| 45 | Cost of panel board made out of 18 gauge CR sheet(0.45 x0.25x 1.20) |
| 46 | Labour charges for installation of 15HP/12.5H.P. Motors 1nos. including fitting & fixing of base frame, fitting & fixing suction and delivery pipe to motor, NR Valve, Foot Valve and other fitting materials like nut bolt,leather packing etc with cutting, weldinginluding electricals installation etc. complete as per the direction of the Engineer-incharge. |
| 47 | Cost of digitiliation of pre /post photo,display board in ACP Sheets with informatary information as per RIDF guide line including fixing all. |
| 48 | Supply of small T & P Kit comprising of hand gloves- 1 pair, tester - 1 no, 8 inch cutting plier - 1 no, 12 inch sly wrench -1 no, 12 inch Screw driver - 1no , 24/27 & 21/23 De spanner -2 nos, 24/27 & 21/23 Ring spanner -2 nos (Taparia) with Bag |
| 49 | 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. |
| 50 | Construction anderection of 11 /0.4 KV ,25 KVA Double Pole mounted Substation with5mtrx3mtrx1.5mtr height mesonaryboundary 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. |
| 51 | Construction of 3 Phase L.T line as per REC standard confirming to RE rule 1956 with 300Kg 9 Mtr long PSC pole support in 0.33M span length with 3x35mm² +1x25 mm ² LT, XLPE AB cable with coil earthing device, LT dead end clam, Suspension clamp with G I hook , stay accessories such as wire insulator , clamp etc. nut bolts, alongwith concreting copping & padding of polesand stayset as per direction of Engineer in Charge. |
| 52 | Electrical Earthing |
