|
| 1 | Jagatpatana-I 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 wellwatered 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 hoistingetc. 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 curingetc.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 & supplyingof M.S.Rod forfor 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 | Rigidsmooth centering and shuttering for R.C.C. works including false work and dismentling them after casting including cost of materials complete etc. completeforColumn baseetc |
| 9 | Rigidsmooth centering and shuttering for R.C.C. works including false work and dismentling them after casting including cost of materials complete etc. completefor 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 thecement plasteringwith 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)inSuperstructurewith curingetc.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 workto give an even shade over a coat of Primer & two coats of White washingincluding cost of paint,Primer & shell limeetc. completeas per direction of Engineer-in-charge |
| 16 | Providing ,fitting & fixingof shutter plate with 18SWG MS Sheetconfirming to IS No.6248/7framed with32mmx32mm angle ironchowkhat of following size and includingall costs,taxes etccomplete with priming & paintingas 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 ofproject name & PP Nameover the walls with all costs |
| 19 | Cost of painting and lettering the detail salient featuresof project over the masanory sign board etc. complete as per direction of Engineer-in-Charge |
| 20 | Supplythe hard copy & soft copy of 3 stage GPS & Date Photographs of the project(Pre Photographs- 3Nos, Ongoing Photographs-5nos andPost Photographs-20nosetc.completeas perdirection of site Engineer in charge. |
| 21 | Earthwork in excavation of foundation in all kind of soil with initial lead andlift 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%) |
| 22 | 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. |
| 23 | Conveyance of 160mmdiaPVC pipes from stack yard to working site andSupplying all materials, labour, T&P forjointing ofthe same pipes as per speciication & laying in tranches including testing including all cost etc complete as per direction of the Engineer-in-charge |
| 24 | Rigid UPVC pipe of 160 mm diaIvory grey in colour having specific gravity of 1.4 to 1.46 Gm / CC ofstraightlength 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 4985/2000including transportationand laying at site all complete. (The Rate inclusive of CIPET Testing Charges) |
| 25 | 12.5 HP/9.375 KW Energy efficiency Monoblock pump set oftotal 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 |
| 26 | 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 |
| 27 | 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 |
| 28 | 4KVAR Power ShuntCapacitor with ISI mark of of reputed approved brand ofISI marked including all cost, conveyance, cess etc complete but excluding cost of GST |
| 29 | 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 |
| 30 | 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 |
| 31 | 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 ofISI marked including all cost, conveyance, cess etc complete but excluding cost of GST |
| 32 | 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. |
| 33 | 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 |
| 34 | 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 |
| 35 | 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 |
| 36 | 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 |
| 37 | Cost, supplying of 50mm dia C.I double Air Release Valve with saddle and Raiser pipe conforming to IS 14845 (SI) with ISI mark |
| 38 | 200 mmX160mm dia PVC Reducing Socket (6Kgf/Cm2) |
| 39 | 160 mm dia PVC End Cap(6Kgf/Cm2) |
| 40 | 160 mm dia PVC Equal Tee(6Kgf/Cm2) |
| 41 | 200mmx200mmx160 mm dia PVCTee(6Kgf/Cm2) |
| 42 | 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 |
| 43 | Construction ofBoundary wallof (3.60mx 3.0 )Sq.mtraround the sub station by providing4no of 35cmx35cm pillarsand restwalling withbrick masonary having proper foundation as per the drawingincluding Sand filling and metal spreading inside the boundary , Fixing of MSgrill gate of size 1.5mx1.5mwith 35x35x6mm angles and 25x6mm flatsetc. as per direction of Engineer-in-charge. |
| 44 | (i) Earthwork in excavation in hard soil within initial lead & lift includingdressing and levelling the bed etc. complete. |
| 45 | (ii) Filling of sand in foundation and plinthwell watered and rammed |
| 46 | (iii) C.C (1:4:8) using 4cm H.G metal |
| 47 | (iv) Brick work withFly ashbricks in CM (1:6) in F&P including cost, conveyance & Royaltyetc. |
| 48 | (v) C.C. (1:2:4) using 12mm HG chips at Plinth |
| 49 | (vi) 12mm thick C.P in C.M (1:6)over brick work with racking of joints |
| 50 | (vii) Filling the foundation and plinth with excavated materials |
| 51 | (viii) Cost of MS Gatewith 35x35x6 mm Angle & 25 x6 mm Flatincluding priming & Paintingetc complete |
| 52 | (ix) Metal Spreading inside the boundary |
| 53 | B.D.Pur-I R/L |
| 54 | 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. |
| 55 | Filling in foundation and plinth with sand wellwatered and rammed including cost of sand as per direction of Engineer-in-charge. |
| 56 | C.C(1:4:8) with 4 Cm. size H.B.G metal laying and hoistingetc. complete with curing as per direction of Engineer-in-charge |
| 57 | Brick work with Fly ash bricks of(23cm x 11 cm x 8 cm )in cement mortar (1:6) in foundation and plinth with curingetc.complete as per direction of Engineer-in-charge. |
| 58 | 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 |
| 59 | Providing & supplyingof M.S.Rod forfor 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 |
| 60 | Rigidsmooth centering and shuttering for R.C.C. works including false work and dismentling them after casting including cost of materials complete etc. completeforColumn baseetc |
| 61 | Rigidsmooth centering and shuttering for R.C.C. works including false work and dismentling them after casting including cost of materials complete etc. completefor Slab,Column,Beam etc. |
| 62 | 12 mm thick cement plastering with cement mortar(1:6)over brick work with curing etc.complete.as per direction of Engineer-in-charge. |
| 63 | Cement Punning over thecement plasteringwith curing etc.complete.as per direction of Engineer-in-charge. |
| 64 | Filling F & P with excavated materials, earth, moorum including watering and ramming as directed by the Engineer-in-charge. |
| 65 | 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)inSuperstructurewith curingetc.complete as per direction of Engineer-in-charge. |
| 66 | 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 |
| 67 | Wall painting 2 coats with plastic emulsion paint of approved shade on new workto give an even shade over a coat of Primer & two coats of White washingincluding cost of paint,Primer & shell limeetc. completeas per direction of Engineer-in-charge |
| 68 | Providing ,fitting & fixingof shutter plate with 18SWG MS Sheetconfirming to IS No.6248/7framed with32mmx32mm angle ironchowkhat of following size and includingall costs,taxes etccomplete with priming & paintingas per satisfaction of Engineer-in-Charge.Window= (0.90x0.90) sq.mtr & Door=(0.90x1.80)Sqm |
| 69 | 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. |
| 70 | Painting and lettering ofproject name & PP Nameover the walls with all costs |
| 71 | Cost of painting and lettering the detail salient featuresof project over the masanory sign board etc. complete as per direction of Engineer-in-Charge |
| 72 | Supplythe hard copy & soft copy of 3 stage GPS & Date Photographs of the project(Pre Photographs- 3Nos, Ongoing Photographs-5nos andPost Photographs-20nosetc.completeas perdirection of site Engineer in charge. |
| 73 | Earthwork in excavation of foundation in all kind of soil with initial lead andlift 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%) |
| 74 | 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. |
| 75 | Conveyance of 160mmdiaPVC pipes from stack yard to working site andSupplying all materials, labour, T&P forjointing ofthe same pipes as per speciication & laying in tranches including testing including all cost etc complete as per direction of the Engineer-in-charge |
| 76 | Rigid UPVC pipe of 160 mm diaIvory grey in colour having specific gravity of 1.4 to 1.46 Gm / CC ofstraightlength 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 4985/2000including transportationand laying at site all complete. (The Rate inclusive of CIPET Testing Charges) |
| 77 | 12.5 HP/9.375 KW Energy efficiency Monoblock pump set oftotal 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 |
| 78 | 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 |
| 79 | 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 |
| 80 | 4KVAR Power ShuntCapacitor with ISI mark of of reputed approved brand ofISI marked including all cost, conveyance, cess etc complete but excluding cost of GST |
| 81 | 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 |
| 82 | 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 |
| 83 | 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 ofISI marked including all cost, conveyance, cess etc complete but excluding cost of GST |
| 84 | 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. |
| 85 | 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 |
| 86 | 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 |
| 87 | 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 |
| 88 | 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 |
| 89 | Cost, supplying of 50mm dia C.I double Air Release Valve with saddle and Raiser pipe conforming to IS 14845 (SI) with ISI mark |
| 90 | 200 mmX160mm dia PVC Reducing Socket (6Kgf/Cm2) |
| 91 | 160 mm dia PVC End Cap(6Kgf/Cm2) |
| 92 | 160 mm dia PVC Equal Tee(6Kgf/Cm2) |
| 93 | 200mmx200mmx160 mm dia PVCTee(6Kgf/Cm2) |
| 94 | 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 |
| 95 | Construction ofBoundary wallof (3.60mx 3.0 )Sq.mtraround the sub station by providing4no of 35cmx35cm pillarsand restwalling withbrick masonary having proper foundation as per the drawingincluding Sand filling and metal spreading inside the boundary , Fixing of MSgrill gate of size 1.5mx1.5mwith 35x35x6mm angles and 25x6mm flatsetc. as per direction of Engineer-in-charge. |
| 96 | (i) Earthwork in excavation in hard soil within initial lead & lift includingdressing and levelling the bed etc. complete. |
| 97 | (ii) Filling of sand in foundation and plinthwell watered and rammed |
| 98 | (iii) C.C (1:4:8) using 4cm H.G metal |
| 99 | (iv) Brick work withFly ashbricks in CM (1:6) in F&P including cost, conveyance & Royaltyetc. |
| 100 | (v) C.C. (1:2:4) using 12mm HG chips at Plinth |
| 101 | (vi) 12mm thick C.P in C.M (1:6)over brick work with racking of joints |
| 102 | (vii) Filling the foundation and plinth with excavated materials |
| 103 | (viii) Cost of MS Gatewith 35x35x6 mm Angle & 25 x6 mm Flatincluding priming & Paintingetc complete |
| 104 | (ix) Metal Spreading inside the boundary |