Lowering & Lifting Of 125 Kva Dg Set And Shifting Along With Distribution Panel At Ops Base Tanot In Aor Of 166 Bn Bsf Under Shq Bsf Jsmr-N.; 1 Excavation For Foundation In Soft Soil Including Dressing Of Sides And Ramming Of Bottoms, Lift Upto 1.5 M Including Getting Out The Excavated Soil And Disposal Of Surplus 8.64 Excavated Soil As Directed, Within A Lead Of 50 Metres Excavation For Foundation In Soft Soil Including Dressing Of Sides And Ramming Of Bottoms, Lift Upto 1.5 M Including Getting Out The Excavated Soil And Disposal Of Surplus 8.64 Excavated Soil As Directed, Within A Lead Of 50 Metres Size - ( L-4.6 M, B- 2.4 M , H- 0.6 M ) 2 Construction Of Dg Set Foundation At Bop By Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level : ( As Per Direction And Drawing Provided By Engineer-In-Charge ) 3 1:2:4 ( 1 Cement : 2 Coarse Sand ( Zone-Iii ) Derived From Natural Sources : 4 Graded Stone Aggregate 20 Mm Nominal Size Derived From Natural Sources ) Size - ( Long Wall - 4.6X0.30X1.2X2 = 3.31 Cum , Side Wall - ( 2.4-1.2 ) X0.30X1.2X2= 0.864 Cum , Inside - 4.3X1.8X0.45 = 3.48 Cum , Total = 3.31+0.864+3.48 = 7.65 Cum ) 4 1:5:10 ( 1 Cement : 5 Coarse Sand ( Zone-Iii ) Derived From Natural Sources : 10 Graded Stone Aggregate 40 Mm Nominal Sizederived From Natural Sources ) Size - ( 4.30X 2.1X0.75 = 6.77 Cum ) 5 Providing And Laying In Position Specified Grade Of Reinforced Cement Concrete, Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement - All Work Up To Plinth Level 1:2:4 ( 1 Cement : 2 Coarse Sand ( Zone-Iii ) Derived From Natural Sources : 4 Graded Stone Aggregate 20 Mm Nominal Size Derived From Natural Sources ) Size - ( L-4.6 M, B- 2.4 M , H- 0.15 M =1.66 Cum ) 6 Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For Suspended Floors, Roofs, Landings, Balconies And Access Platform -Size ( Long Wall - 4.6X1.2X2 = 11.04 Cum , Side Wall - 2.4X1.2X2= 5.76 Cum , Total - 16.8 Sqm 7 12 Mm Cement Plaster Of Mix: 1:4 ( 1 Cement: 4 Fine Sand ) Size - ( Long Wall - 4.6X0.75X2 = 6.9 Sqm , Side Wall - 2.4X0.75X2= 3.6 Sqm , Top - 4.6X2.4 = 11.04 Sqm , Total = 6.9+3.6+11.04 =21.54 Sqm ) 8 Steel Reinforcement For R.C.C. Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Upto Plinth Level Thermo-Mechanically Treated Bars Of Grade Fe-500D Or More 9 Structural Steel Work Riveted, Bolted Or Welded In Built Up Sections, Trusses And Framed Work, Including Cutting, Hoisting, Fixing In Position And Applying A Priming Coat Of Approved Steel Primer All Complete. As The Direction Engg-In-Charge ( 50X50x5 ) Mm Sizetotal Length - 4.6+2.4+4.6+2.4+ ( 0.75 X 4 Corners ) = 17 M , ( 3.8 Kg Per Meterapprox ) , Total Weight = 17 X 3.8 = 64.6 Kg 10 Earthing With G.I. Earth Plate 600 Mm X 600 Mm X 6 Mm Thick Including Accessories, And Iproviding Masonry Enclosure With Cover Plate Having Locking Arrangement And Watering ) Pipe Of 2.7 Metre Long Etc. With Charcoal / Coke And Salt As Required. 11 Earthing With Copper Earth Plate 600 Mm X 600 Mm X 3 Mm Thick Including Accessories, And Providing Masonry Enclosure With Cover Plate Having Locking Arrangement And Watering Pipe Of 2.7 Metre Long Etc. ( Charcoal / Coke And Salt ) As Required. 12 Providing And Fixing 25 Mm X 5 Mm Copper Strip In 40 Mm Dia G.I. Pipe From Earth Electrode Including Connection With Brass Nut, Bolt, Spring, Washer Excavation And Re-Filling Etc. As Required. 13 Providing And Fixing 25 Mm X 5 Mm G.I. Strip In 40 Mm Dia G.I. Pipe From Earth Electrode 11 Including Connection With G.I. Nut, Bolt, Spring, Washer Excavation And Re-Filling Etc. As Required. 14 Providing And Fixing 25 Mm X 5 Mm Copper Strip On Surface Or In Recess For Connections Etc. As Required. 15 Providing And Fixing 25 Mm X 5 Mm G.I. Strip On Surface Or In Recess For Connections Etc. As Required. 16 Earthing With G.I. Earth Pipe 4.5 Meter Long, 40 Mm Dia Including Accessories, And Providing Masonry Enclosure With Cover Plate Having Locking Arrangement And Watering Pipe Etc. ( With Charcoal / Coke And Salt ) As Required. 17 Providing And Laying Earth Connection From Earth Electrode With 6 Swg Dia G.I. Wire In 15 Mm Dia G.I. Pipe From Earth Electrode Including Connection With G.I. Thimble Excavation And Re-Filling Etc As Required. 18 Supplying And Making End Termination With Brass Compression Gland And Aluminium Lugs For Following Size Of Pvc Insulated And Pvc Sheathed / Xlpe Aluminium Conductor Cable Of 1.1 Kv Grade As Required. 19 3.5 X X35 Sq Mm ( 25Mm ) 20 3.5 X X185 Sq Mm ( 57Mm ) 21 3.5 X 240 Sq. Mm ( 62Mm ) 22 Supplying And Making End Termination With Brass Compression Gland And Aluminium Lugs For Following Size Of Pvc Insulated And Pvc Sheathed / Xlpe Aluminium Conductor Cable Of 1.1 Kv Grade As Required. 23 3.5 X X35 Sq Mm ( 25Mm ) 24 3.5 X X185 Sq Mm ( 57Mm ) 25 3.5 X 240 Sq. Mm ( 62Mm ) 26 Lowering And Lifting Of 125 Kva Dg Set And Shifting ( 160 Mtr ) From Old ( Existing Plateform ) To Newly Constracted Plateform At Ops Base Tanot By Crane / Hydra Without Any Damage To The Dg Set As Per Site Requirement. 27 Providing, Installation Testing And Commissioning Of Outdoor Lt Distribution Panel, Which Is Compartmentalized, Totally Enclosed, Weather Proof, Front And Back Door Openable Type, Size 1300 Mm X 1300 Mm X 400 Mm To Accommodate The Following Mountings / Components Thereon & Having Provision For Future Extension. It Shall Be Fabricated / Made Out Of 2.20 Mm Thick Crca Sheet For Body, Sections & Separators And 2.20 Mm Thick Crca Sheet For Gland, Complete With Hinged Doors Having Locking Arrangement, 01 Nos Earthing Studs And Providing Detachable Gland Plate At The Bottom Of The Panel, Complete With Inter Connections, 400 Amps 4 Nos Insulated Aluminium Bus Bar, Cable Alleys, Connections, Suitable Rating Inter Connections, Earthing, Testing And Commissioning Etc As Required. The Panel Shall Be Finished With Powder Coating In Siemens Grey Shade Ral 7032 And Supplied With Base Channel And Suitable Pedestal Of 40 Mm X 40 Mm X 6 Mm Angle Iron Frame With 600 Mm Long Legs. The Panel Shall Be Mounted On Angle Iron Frame Pedestal Of 300 Mm Below Ground Level And 300 Mm Above Ground Including Suitable Position Cement Concrete Foundation And Finishing Works Etc Complete As Required. ( Make Cpri Approved Panel Builder ) .Incomer Cost Of The Feeder Pillar Box With Bus Bar. Incomer Mccb 400 Amp 4 Pole 36 Ka -01 No.Of Havells Or Equivalent Of Ligrand / Siemens / L Du Series / C&S / Schneider Make ) . Out Going. 1 ) Mccb 200 Amp 4 Pole 25 Ka, -02 Nos. Lig Frame Of Havells Or Equivalent Of Ligrand / Siemens / L & T Du Series / C&S / Schneider Make ) .2 ) Mccb 100 Amp 4 Pole 18 Ka- 2 No G Frame Of Havells Or Equivalent Of Ligrand / Siemens / L & T Du Series / C&S / Schneider Make ) .3 ) Bus Bar 400 Amp Al.4 Strip With Pvc Sleeve - 1 Set. 4 ) Digital Ammeter And Voltmeter For True Rms Measurment Of Current With Selector Switch Site Selectable For 3 Phase 4 Wire, Suitable For 50 / 60 Hz Frequency. Make L&T 5 ) Indicator Led Lamp ( R, Y, B ) -04 Nos. 6 ) Cts ( 400 / 5 A ) Class-1 ( Havells / L&T / Ae / Meco ) - 03 Nos. 7 ) Danger Sign Plate Of 440 Volts, Made Of Aluminium / Stainless Steel, Full Color Printing 28 Providing, Installation Testing And Commissioning Of Outdoor Panel, Which Is Compartmentalized, Totally Enclosed, Weather Proof, Size 500 Mm X 500 Mm X 200 Mm To Accommodate The Following Mountings / Components Thereon & Having Provision For Future Extension. It Shall Be Fabricated / Made Out Of 1.6 Mm Thick Crca Sheet For Body, Sections & Separators And 1.6 Mm Thick Crca Sheet For Gland, Complete With Hinged Doors Having Locking Arrangement, 01 Nos Earthing Studs And Providing Detachable Gland Plate At The Bottom Of The Panel, Complete With Inter Connections, 63 Amps 3 Nos Insulated Aluminium Bus Bar, Cable Alleys, Connections, Suitable Rating Inter Connections, Earthing, Testing And Commissioning Etc As Required. The Panel Shall Be Finished With Powder Coating In Siemens Grey Shade Ral 7032 And Supplied With Base Channel And Suitable Pedestal Of 40 Mm X 40 Mm X 6 Mm Angle Iron Frame With 600 Mm Long Legs. The Panel Shall Be Mounted On Angle Iron Frame Pedestal Of 300 Mm Below Ground Level And 300 Mm Above Ground Including Suitable Position Cement Concrete Foundation And Finishing Works Etc Complete As Required. ( Make Cpri Approved Panel Builder ) . Incomer Cost Of The Panel Box With Bus Bar Mccb 63 Amp 3 Pole 25 Ka, -01 No.Of Havells Or Equivalent Of Ligrand / Siemens / L Du Series / C&S / Schneider Make ) . Indicator, Ct Coil 60 / 5, Mnx 25 Contractor, Ol Relay 9-15 Amp. 29 Providing Of 3.5 Core, 35 Sqmm Power Cables, Solid Aluminum Conductor, Xlpe Insulated, Cores Laid Up, Pvc Tape Innersheathed, Unarmoured Pvc Sheathed, 1100V Grade As Per Is 7098 Make - Kei / Havells / Polycab / Rr ( I ) Upto 35 Sqmm. 30 Add Gst Difference Multification Factor ( 0.0633 ) On Dsr Items ( Srl No-01 To 17 ) I.E. On ( Rs 296786 ) 31 Add Labour Cess @ 1% On Dsr Items ( Srl No-01 To 17 ) I.E. On ( Rs 296786 )
