Supply And Installation Of High Mast 1. Fabrication, Supplying, Erection, Testing And Commisiioning Of 10 Mtrs. Long Polygon Highmast With Sigle/Multiple Telescopic Sections Having (Minimum Overlap Distance Of 1.5 Times Of Top Section) Thickness Steel Sheet Plate Fo Shaft Suitable To Wihtsatand A Wind Velocity Of 47 M/Sec. Base Palte As Per Is-2062/Ast, A572 50. The Mast Shall Be Galvanized In Single Hot Dip With An Average 70 Microns And Welded With Single L Seam Joint. The Mast Shall Have 2 Way Head Frame With Die Cost Lm6 Pulleys Stainless Steel Axle, Phosphorous Bronze Bearing Bush Press Fitted With Separate Gudides Fir 2 Runs Of 5Mm Dia, Stainless Steel Wire Rope Of Aisi 304 Grade 7/19 Core, 2.5 Sq. Mm Epr Insulated Pcp Sheathed Trailling Power Cable Housed Inside The Bottaom Shaft Mast With Door Having Locking Arrangement. The Mast Shall Be Erected On Exting Rcc Footing. The Mast Shall Be Supplied Within 3Mm Thick Template, Lightning Arrester Of 1.2 M Lenght Galvanzed Pipe With Top Arrow Fifted On Top Of The The Head Frame Cover And Gls Type Aviation Twin Lamps Fitting With Wiring Complete (P35, I.17.2), 2. Supplying Of Led Fllod Light With W System Poer Consumption Pressure Die Cast Aluminium Housing With Powder Coating With Ip 65 Protection Top Access Street Light With Single Screw To Ensure Ease Maintenance At The Sight Site Location With Minimized Minimal Tools. Led Light Fixture With.W System Power Consumption. Led Efficiency 130Lm W At 1W Nad Fixture Efficiency 80 Lmw With Nominal Cri 75. Luminaire Manufacture Should Have Inhouse Facility Accredited By Nabl Cpri And Any Governement Certififed Agency And Design And Development Facility Certitfied By Iso 9001 2008., 3. Supplying Of 1.1 Kv Lt Ug Cable Having Aluminium Conductor Pvc Insulated, Extruded Inner Sheathed, Galvanzied, Steel Strip Except 2Core 10Sq Mm Wirw Arroured Confirming To Is 39751990 No. Of Strip Indicated Ingtp And Extruded Pvc Outer Sheathed Arounred Cable With Specified Is 1554 Part 1 1198 And Confirming To Gtp Of Group A 3.5 Core 25 Sq.Mm P 55 I 7,4.5., 4. Labour Charges For Laying Of 1.1 Kv Calss Ug Cable In Existing Trench G1 Pipe Stoneware Pipe On Wall On, Pole As Required Inexting Trench Duct B 25.Sqmm To 75 Sq.Mm P 61, I 7.8 2, 5. Digging Of Trench Of 0.6Mm Deep X 0.50Mtr Wide Refilling The Trench To The Required Ground Level And Consoildating Etc Complete. As Per Civil Dr Ksrb B In Soil Hard P61, 1 7 ,9.2 Mtr 85 106 9,010 A Asphait Cutting P 61, I 7,9.4, 6. Supplying And Fixing Of Gi Strips For Grounding Cannection Using Necessary Fixing Materials Required Gi Strip A) 25X3mm, P 55, I 7, 3.1, 7. Supplying And Fixing Of Class A (Medium Duty)Gi Pipe Of Wall Thick Ness Not Less Than 3.25Mm Pole Wall Drain Crossing With Necessary Clamping Arrangement For Ug Cable Of 1.1 Kv Class B) 500Mm (P 62, I 7, 12.2), 8. Providning And Laying In Postion 100Mm Dia Stoneware Pipe In Exting Trench (P 62 , I 7,11), 9. Supply And Fixing L.T Cat Iron Pot Heads Suitable For 1.1Kv Class Ug Cable Filled With Necessary Bitumen Insulatinh Compound Complete With Terminals, Clamps, Bolts, Nuts, And Washer Etc. 35 Sq.Mm (P -62, I -7,11), 10. Supplying , Fixing, Wiring Earth Electrode For Grounding Conduits, Ic Cutouts And Other Equipment On The Meter Board Using 40Mm Dia 2.9 Tg Gi Pipe 2.5Meter Long Buried In A Pit. Pit Shoud Be Filled With Equal Propartion Of Salt And Charcoal 150 Mm Alround The Pipe To Complete Depth. The Connection From The Pipe To Conduct Etc. Is To Be Established Through Gi Wire Of Size 12Mm Dia As Per Isi Sepcification7.3.3 Of Is 732 Using 12Mm Dia Bolts, Nuts Washers And Check Nuts Etc. The Pipe Shall Have 16 Through Holes Of 122M Dia., 11. Supplying And Fixing Of Porcelain Fuse Channel With Cut Out On Existing Wooden Panel Using Necessary Nuts, Bolts, And Washer Etc. Complete 100Amps P 44, I 6. 7.3, 12. Suppying And Fixing Angle Iron Frame Work Fabricated Out Of M.S Angle Iron And M.A Flat With Bolts, Washers Etc.. And Painted With 2 Coats Of Red Oxide And Then Two Coats Of Appproved Paint Angle Iron 50X50x6mm (P 49 I 6,39.1), 13. Supplying And Fixing Mainature Circuit Breakers On Exting Mcb Distribution Boards Using Necessary Fixing Materials And Wiring Complete As Required F) 40 63Amps Tpn Group A (P 47.,I 16.6), 14. Supply And Fixing Of 4 Pole Power Contactor With No Nc Contact On Exting Wood Panel Board Using Necessary Bolts, Nuts, Washer, And Wiring Etc, Complete 100Amps (P45, I 6, 12.4), 15. Supply And Fixing Of Microprocessor Based Astronomical Timer Switch With Necessary , Bolts, Each Nuts And Washers Etc.,[P 51,I 6,46], 16. Supply And Fixing Of Led Type Panel Board Indicating Lamp With Required Colour Sutiable For 220V A.C. 50Hz 12 24V D.C [P 48,I 6,36], 17. Wiring For Lighting Power Circuit Using One Of Frls Pvc Insulated 1100V Grade, Multistand Copper Conductor Single Core Cale In Open Or Conealed System Of Wiring. Group A (F) 10Sqmm [For Panel Board Wiring] [P 12, I 2,12,3], 18. Supplying And Drawing Flexible Muliticore Cable Manufactured With Electolytic Grade Flexible Copper With Low Conductor Confirming To Table 3 Class 5 Of Is 8130 1984 And (Virgin) Pvc Insulation And Sheathed Sutiable For Working Voltage Upto 1100 Volts As Per Is 694 1990 And Confriming To Gtp Of Group A 3 Core 2.5 Sq.Mm [P 8,I 2.8,7], 19. Fabricating Supplying And Mounting Ms Box Made Out. Swg Suitable For Floor Wall Mounting, Fully Weather Proof With Provision For Better Heat Dissipation, Provided With Hinged Front Cover, Equipped With Tamper Proof Locking Arrangements, With Suitable Size Clamps With Necessary Cable Entry Pipe With Gland And Box Should Be Finished With 2 Coats Of Red Oxide Primer Paint And Finally Finished With Approved Colour Enameled Metal Pain Etc., Complete, B.16 Swg P 49, I 6.40.2, 20. Earthwork Excavation For Foundation Of Bulidings, Culverts, Water Supply, Sanitary Lines And Electrical Conduits Either In Pits Or In Trenches 1.5M And Above In Width, In Ordinary Soil Not Exceeding 1.5M. In Depth Including Dressing The Bottom And Sides Of Pits And Trenches, Stacking The Excavated Soil Clear From Edges Of Excavation With Lead Up To 50M. After Breaking Of Clods Complete As Per Specification Specification. No.Kbs 2.1 A 2.3.5 1X1.5X1.5X1.50 27 Cum P 5, I 2.3 Civil Sr, 21. Providing And Laying In Position Plain Cement Concrete Of Mix 1:4:8 With Opc Cement 180Kgs With 40Mm Down Size Graded Granite Metal Coarse Aggregates 5 0.85 Cum And Fine Aggregates 0.57 Cum Machine Mixed, Concrete Laid In Layers Not Exceeding 15Cms Thick Well Compacted In Foundation Including Cost Of All Materials, Labor, Hom, Curing Complete As Per Specification 1X1.50X1.50X0.15=0.34 Cum P 12,I 4.3., 22. Providing And Laying In Position Plain Cement Concrete Of Mix 1:4:8 With Opc Cement 180Kgs With 40Mm Down Size Graded Granite Metal Coarse Aggregates 5 0.85 Cum And Fine Aggregates 0.57 Cum Machine Mixed, Concrete Laid In Layers Not Exceeding 15Cms Thick Well Compacted In Foundation Including Cost Of All Materials, Labor, Hom, Curing Complete As Per Specification 1X1.50X1.50X0.15 0.34 Cum P 12,I 4.3., 23. Providing Tmt Steel Reinforment For Rcc Works Including Straightening, Cutting, Bendinh, Hooking, Palcing In Position, Lapping And Or Welding Werever Required, Tying With Binding Wire And Anchoring To The Adjining Memebers Wherever Necessary Complete As Per Desgin Laps, Hooks, And Wastage Shall Not Be Measured And Paid Cost Of Materila, Labour, Hom Of Machinery Complete As Per Specification, Specification No. Kbs 4.6.3 1 Of Concrete Area 350X1 0.3 Qtl . P 17, 1.4, 46.2,
