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| 1 | Badachadhayapada-II R/L |
| 2 | Earth work in hard soil for excavation of foundation including dressing and levlling the bed and depositing the soil within 50 mtr. initial lead and 1.5 mtr. initial lift as per direction of Engineer-in-charge. |
| 3 | Filling in foundation and plinth with sand well watered and rammed including cost of sand as per direction of Engineer-in-charge. |
| 4 | C.C(1:4:8) with 4 Cm. size H.B.G metal laying and hoisting etc. complete with curing as per direction of Engineer-in-charge |
| 5 | Brick work with Fly ash bricks of (23cm x 11 cm x 8 cm ) in cement mortar (1:6) in foundation and plinth with curing etc.complete as per direction of Engineer-in-charge. |
| 6 | Cement concrete (1:2:4) for R.C.C. works with 12mm size h.g.b. chips including hoisting and laying etc. complete with curing as per direction of Engineer-in-charge |
| 7 | Providing & supplying of M.S.Rod for for M.S. Reinforcement for R.C.C work including cutting, bending, binding & tying the grills & placing in position including cost of binding wire etc.complete as per direction of Engineer-in-charge |
| 8 | Rigid smooth centering and shuttering for R.C.C. works including false work and dismentling them after casting including cost of materials complete etc. complete for Column base etc |
| 9 | Rigid smooth centering and shuttering for R.C.C. works including false work and dismentling them after casting including cost of materials complete etc. complete for Slab,Column,Beam etc. |
| 10 | 12 mm thick cement plastering with cement mortar (1:6)over brick work with curing etc.complete.as per direction of Engineer-in-charge. |
| 11 | Cement Punning over the cement plastering with curing etc.complete.as per direction of Engineer-in-charge. |
| 12 | Filling F & P with excavated materials, earth, moorum including watering and ramming as directed by the Engineer-in-charge. |
| 13 | Brick work with Fly ash bricks of size (23cm x 11 cm x 8 cm ) having crushing strength not less than 75kg./cm2 with dimensional tolerance + 8% in cement mortar (1:6) in Superstructure with curing etc.complete as per direction of Engineer-in-charge. |
| 14 | 2.5 cm artificial stone flooring with cement concrete (1:2:4) including punning using 12mm size hard broken granite chips etc. complete with curing as per direction of Engineer-in-charge |
| 15 | Wall painting 2 coats with plastic emulsion paint of approved shade on new work to give an even shade over a coat of Primer & two coats of White washing including cost of paint,Primer & shell lime etc. complete as per direction of Engineer-in-charge |
| 16 | Providing ,fitting & fixing of shutter plate with 18SWG MS Sheet confirming to IS No.6248/7 framed with 32mmx32mm angle iron chowkhat of following size and including all costs,taxes etc complete with priming & painting as per satisfaction of Engineer-in-Charge. Window= (0.90x0.90) sq.mtr & Door=(0.90x1.80)Sqm |
| 17 | Providing electrificaton to the Pump chamber by wiring the room with required item of materials including cost ofmaterial,labour,T& P etc. complete as per direction of Engineer-in-charge. |
| 18 | Painting and lettering of project name & PP Name over the walls with all costs |
| 19 | Cost of painting and lettering the detail salient features of project over the masanory sign board etc. complete as per direction of Engineer-in-Charge |
| 20 | Installation of Mono Block Pump Set , fitting of 100 mm dia G.I.Pipe in Suction side & delivery side with required G.I.Flange, Bend, socket, primary unit, foot valve,N.R.Valve, nut bolt, rubber packing etc., cutting ,threading & welding of G.I.Pipe connecting to main pressure pipe line including cost of white lead paint and other consumable items as required for fitting works ,earth cutting of river bank , making Sump pit for dipping of foot valve at required depth for smooth running of Pump set including all transportation of materials etc.& Electrical Installation complete as per direction of the site Engineer-in-charge |
| 21 | Supply the hard copy & soft copy of 3 stage GPS & Date Photographs of the project(Pre Photographs- 3Nos, Ongoing Photographs-5nos and Post Photographs-20nos etc.complete as per direction of site Engineer in charge. |
| 22 | Earthwork in excavation of foundation in all kind of soil with initial lead and 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%) |
| 23 | Back Filling the Pipe line trenches with excavated materials in layers not exceeding 0.30m including breaking clods within initial lead including leveling the tranches as the case may be etc complete as per direction of the Engineer-in-charge. |
| 24 | Conveyance of 200mm dia PVC pipes from stack yard to working site and Supplying all materials, labour, T&P for jointing of the same pipes as per speciication & laying in tranches including testing including all cost etc complete as per direction of the Engineer-in-charge |
| 25 | Conveyance of 160mm dia PVC pipes from stack yard to working site and Supplying all materials, labour, T&P for jointing of the same pipes as per speciication & laying in tranches including testing including all cost etc complete as per direction of the Engineer-in-charge |
| 26 | Rigid UPVC pipe of 200 mm dia Ivory grey in colour having specific gravity of 1.4 to 1.46 Gm / CC of straight length of 6 M for portable water supplies confirming to IS 4985 / 2000 of BIS - Amendment - 2 Read with Table - I , of IS specification bearing ISI Mark for working presure of 2.5Kgf/Cm2 as per latest amendment of ISI 4985 including cost of coupler for plain ended pipes or one end plain & other bell ended. The pipe should be tested by CIPET & each pipe should be clearly & indebile marked ink or Stenciled conforming to IS 4985/2000 including transportation and laying at site all complete. (The Rate inclusive of CIPET Testing Charges) |
| 27 | Rigid UPVC pipe of 160 mm dia Ivory grey in colour having specific gravity of 1.4 to 1.46 Gm / CC of straight length of 6 M for portable water supplies confirming to IS 4985 / 2000 of BIS - Amendment - 2 Read with Table - I , of IS specification bearing ISI Mark for working presure of 2.5 Kgf/Cm2 as per latest amendment of ISI 4985 including cost of coupler for plain ended pipes or one end plain & other bell ended. The pipe should be tested by CIPET & each pipe should be clearly & indebile marked ink or Stenciled conforming to IS 4985/2000 including transportation and laying at site all complete. (The Rate inclusive of CIPET Testing Charges) |
| 28 | 12.5 HP/9.375 KW Energy efficiency Monoblock pump set of total head 20 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 (a) Casing: FC 200 as per IS 210/1978 (b) Impeller: Bronze grade LTB-2 of IS 318/1981 including all cost, conveyance, cess etc complete but excluding cost of GST |
| 29 | Automatic Star Delta starter sheet steel enclosure suitable for operation of squirrel cage Induction motor upto 15HP (8-13) with 16. Amp (AC-3) contactor at 415 volt +6%-15%, 3 phase, 50 Hz, AC supply with suitable overload relay & No volt coil with electric pnemutic timer suitable for operation at voltage range of 300-440 volt having dependable protection against overload and single phasing & should be of reputed brand of ISI specifications having wide dealership network for easy availability of spares including all cost, conveyance, cess etc complete but excluding cost of GST |
| 30 | 63 AMP Triple Pole Mainswith confirming to IS No.4064(Part I & II) with ISI marking of reputed company having utilisation capacity cagegory AC- 22 reputed brand of ISI specification including all cost, conveyance, cess etc complete but excluding cost of GST |
| 31 | 4KVAR Power Shunt Capacitor with ISI mark of of reputed approved brand of ISI marked including all cost, conveyance, cess etc complete but excluding cost of GST |
| 32 | Motor hood size (0.45mx0.45mx0.60m) made with 18 SWG (cold rolled M.S.Sheet with one coat of red axide primer and two coats of powder coated paint of approved quality on both side (inside & outside) suitable to cover centrifugal monoblock Pump Set from 10 HP to 15 HP and having provision for attachement with the groves on rear side of the pannel board of approved brand including all cost, conveyance, cess etc complete as per the direction of the Engineer-In-Charge but excluding cost of GST |
| 33 | Motor base plate made with M.S angle with one coat of red axide primer and two coats of powder coated paint suitable to cover centrifugal monoblock Pump Set from 10 HP to 15 HP and having provision for hole for fixing nut & bolt of approved brand including all cost, conveyance, cess etc complete as per the direction of the Engineer-In-Charge but excluding cost of GST |
| 34 | 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) of approved brand of ISI marked including all cost, conveyance, cess etc complete but excluding cost of GST |
| 35 | 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. |
| 36 | 100mm dia C.I. Screw boss Foot Valve of swing type friction less with single disc conforming to IS-4038/1979 of reputed brand with ISI mark of reputed company having wide dealership network including all cost, conveyance, cess etc complete but excluding cost of GST |
| 37 | 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 brand including all cost, conveyance, cess etc complete but excluding cost of GST |
| 38 | 100mm dia G.I.Bend ( Medium Duty) conforming to IS No-1239 (part II/1992) with ISI mark of reputed brand including all cost, conveyance, cess etc complete but excluding cost of GST |
| 39 | 100mm dia G.I.Flange (Medium Duty) conforming to IS No-6392/1971 with ISI mark of reputed brand including all cost, conveyance, cess etc complete but excluding cost of GST |
| 40 | 100X100X75mm dia G.I.Tee with ISI mark of reputed brand having priming arrangement by locking system including all cost, conveyance, cess etc complete but excluding cost of GST |
| 41 | Cost, supplying of 50mm dia C.I double Air Release Valve with saddle and Raiser pipe conforming to IS 14845 (SI) with ISI mark |
| 42 | 160 mmX110mm dia PVC Reducing Socket (6Kgf/Cm2) |
| 43 | 200 mmX110mm dia PVC Reducing Socket (6Kgf/Cm2) |
| 44 | 200 mmX160mm dia PVC Reducing Socket (6Kgf/Cm2) |
| 45 | 200 mm dia PVC End Cap (6Kgf/Cm2) |
| 46 | 160 mm dia PVC End Cap(6Kgf/Cm2) |
| 47 | 160 mm dia PVC Equal Tee(6Kgf/Cm2) |
| 48 | 200mmx200mmx160 mm dia PVC Tee(6Kgf/Cm2) |
| 49 | Cost, supplying of 160mmx160mmx110mm dia Weldless G.I.Tee (3.6mm thickness) with bend, closing and opening arrangement of reputed brand including all cost, conveyance, cess etc complete but excluding cost of GST |
| 50 | Construction and erection of 11 /0.4 KV , 25 KVA Double Pole mounted Substation with BIS Energy Level-II 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 M.S.Channel (9.2 kg/mtr), Transformer belting on 2.80 M long 50 X 50 X 5 mm M.S.Angle(4.5 kg/mtr),, (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 6 mm M.S.Angle, with 3 No. 11 KV Lightening Arrestors & Distribution box for 25KVA S/S, G.I.pipe earthing with 25X5mm G.I.Flats including cost of 25 KVA 11/0.4 K.V. 3 star rated Transformer , 35 Sqmm 3 ½ 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 etc., including cost of all materials, labour , transportation complete with liasioning for testing inspection & commissioning. |
| 51 | Construction of 3 phase 4 wire Line using 8mtr long 200 kg PSC Poles with LT XLPE AB Cable of (3X35 mmSq.+ 1X25mm sq.) along with all required materials and concreting of stay/poles LT Dead end clamp, suspension clamp with I - hook, stay accessories such as Wire Insulators, clamp etc. to complete power supply as per the field condition (40m Span length) |
| 52 | Earthing installation with required earthing materials like charcoal, common salt, conduit pipe, soft solder alcaps ,nuts & bolts, cable socket etc. including excavation of earth pits 2 Nos of size 1200mm X1200mm X 3000mm for fixing of earthing pipe 2 Nos of size 30mm dia X 3000 mm length with required slotting in pipes & fittings with 30 mm dia G.I.Flange etc. includidng excavation of earthing trench for laying of earthing G.I.Wire & filling the Trench Pits after fixing of pipes on completion on earthing work and pannel wiring with required 4mm2/2.5mm2 PVC coper wire including supply & transportation of materials to work site as per the direction of site Engineer in-charge. |
| 53 | Construction of Boundary wall of (3.60mx 3.0 )Sq.mtr around the sub station by providing 4no of 35cmx35cm pillars and rest walling with brick masonary having proper foundation as per the drawing including Sand filling and metal spreading inside the boundary , Fixing of MS grill gate of size 1.5mx1.5m with 35x35x6mm angles and 25x6mm flats etc. as per direction of Engineer-in-charge. |
| 54 | (i) Earthwork in excavation in hard soil within initial lead & lift including dressing and levelling the bed etc. complete. |
| 55 | (ii) Filling of sand in foundation and plinth well watered and rammed |
| 56 | (iii) C.C (1:4:8) using 4cm H.G metal |
| 57 | (iv) Brick work with Fly ash bricks in CM (1:6) in F&P including cost, conveyance & Royalty etc. |
| 58 | (v) C.C. (1:2:4) using 12mm HG chips at Plinth |
| 59 | (vi) 12mm thick C.P in C.M (1:6) over brick work with racking of joints |
| 60 | (vii) Filling the foundation and plinth with excavated materials |
| 61 | (viii) Cost of MS Gate with 35x35x6 mm Angle & 25 x6 mm Flat including priming & Painting etc complete |
| 62 | (ix) Metal Spreading inside the boundary Please Enable Macros to View BoQ information |