Tender For Provision Of Certain B/R And E/M Revenue And Minor Works At Dholewal Under Ge Ludhiana.

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Tender For Provision Of Certain B/R And E/M Revenue And Minor Works At Dholewal Under Ge Ludhiana.- 1 B/R Works 2 Surface Excavation N. Exc 30 Cm Deep And Averaging 15 Cm Deep And Getting Out Soft And Loose Soil Complete All As Specified 3 Excavation In Trenches N. Exc 1.5 Metre Wide For Foundations Etc. And Not Exceeding 1.5 M Deep And Getting Out In Soft/ Loose Soil Complete All As Specified & Directed. 4 M&L For Hardcore Of Broken Stone Boulders Of Gauge N Exc 63Mm, Deposited, Spread And Levelled In Layers N Exc 15Cm Thick, Watered And Rammed To A True Surface Complete All As Specified And Directed. 5 M&L 150 Mm Thick Pcc (1:4:8) Type D-2 Using 40 Mm Graded Stone Aggregates As In Foundation All As Specified And Directed. 6 M&L 25Mm Thick Cement Concrete (1:2:4) Type B-0 (12.5Mm Graded Agg ) As In Floors Finished Complete All As Specified And Directed. 7 M&L For Brickwork With Fly Ash Bricks, Straight Or Curved On Plan Exc 6 Mtr Mean Radius, Built In Cement Mortar (1:6) Complete All As Specified And Directed. 8 M&L For Rendering 15Mm Thick On Fair Faces Of Brick Or Concrete Surface In Cement Mortar (1:6) Finished Even & Smooth Without Using Extra Cement Complete All As Specified. 9 M&L Two Coats Cement Base Paint Including Preparation Of Newly Plastered Surfaces All As Specified And Directed. 10 M&L Non Skid Cerermic Coloured Tiles 7 To 8 Mm Thick (Square/ Rectangular) Area Of Each Tile 0.11 Sqm But N.Exc 0.18 Sqm, In Neat Cement Slurry And Pointed In White Or Coloured Cement With Pigment To Match Over 15Mm Thick Screed Bed In Cement Mortar (1:6) Complete All As Specified And Directed. 11 M&L Glazed Ceramic Coloured Tiles 300Mm X 450Mm X 7Mm Thick On Vertical Surfaces Etc, Set And Jointed In Neat Cement Slurry And Pointed In White Cement To Match The Shade Of Tile Over 10Mm Thick Rendering Of In Cement Mortar (1:4) Complete All As Specified And Directed. 12 M&L For Framed Work As In Doors Or Gates Of Angle Or Other Section With Gusset Plates, Rails , Braces, Etc, Complete , Drilled For Fixing Of Steel Sheeting Or Other Covering. Doors , Etc To Be Prepared For Hanging Or Sliding With And Including Either Hooks And Hinges Or Steel Hanging Door Fittings (Exclusive Of Steel Sheeting Or Other Covering, Running Rails And Guides ) And Hanging , Also Fastening Conforming To Gdefe 290(Gde E -165) And Fixing Complete All As Specified And Directed. 13 M&L Expanded Metal Nexc 4 Kg/Sqm, Cut To Length , Bent To Shape Required And Tying With And Including Annealed Mild Steel Wire Not Less Than .9 Mm Dia Or Fixing With Galvanised Steel Staples Supplied And Fixed Complete To Wood Or Steel Members Complete All As Specified And Directed. 14 S&F Mild Steel Angle Iron Posts And Struts Including Cutting Tops To Shape As Directed, Drilling Holes, Notching For Wire, Etc.; Flat Iron Fillets (For Securing Wire Mesh Etc.) Including All Necessary Drilling, Bolting Or Riveting, Etc., And Similar Work Conforming To Fe-290 Gde E-165 Complete All As Specified And Directed. 15 M & L For Preparation Of New Or Previously Untreated Steel Surface Of Any Description Over 10 Cm In Width Or Girth And Applying Two Coats Of Synthetic Enamel Paint Over A Coat Of Red Oxide Primer All As Specified And Directed. 16 M &L Pcc 1:2:4 , Type B-1 (Using 20 Mm Graded Stone Agg) As In Bed Blocks , Coping Etc Complete All As Specified And Directed. 17 M&L Machine Pressed Precast Concrete Interlocking Paver Block With Grey Cement And Pigment, Any Shape And Size Confirming To Is 15658-2006 Of 60 Mm Thickness M-35 Grade Laid Over And Including 25Mm Thick Sand Layer, Including Necessary Cutting And Waste As Per Site Requirement Complete All As Specified And Directed By Engineer-In-Charge. 18 M&L 75 Mm Thick Pcc ( 1:4:8) Type D-2 Using 40 Mm Graded Stone Aggregates As In Sub Base All As Specified And Directed. 19 M &L Providing, Plain Cement Concrete (1:2:4) Type B-1 Using 20Mm Graded Stone Aggregate In Roof Kerbs Or Mud Stops, Rounded Or Chamfered On Edges Complete All As Specified And Directed 20 Returning Filling Including Spreading, Leveling, Watering And Well Ramming In Layers Not Exceeding 25Cm For Soft/Loose Soil, Complete All As Specified And Directed By Engineer-In-Charge. 21 Removing Excavated Material Not Exc 50M And Depositing Where Directed At A Level Not Exc 1.5M Above The Starting Point Complete All As Specified. 22 Excavation In Post Holes ( Or Similar Holes) Each Not Exceeding 0.50 Cubic Meter In Any Type Of Soil , Getting Out, Retruning Filling In Watering And Ramming Earth Or Broken Rubble Mixed With Earth Around In Layers Not Exceeding 25 Cm And Removing Surplus Soil To A Dsitance N.Exc 50 Mtr And Making Good Surface Complete All As Directed & Specified By Engineer-In Charge . 23 Material And Labour Pcc ( 1:3:6) Type C-2 Using 40Mm Graded Stone Aggreage In Foundation Filling Amd Mass Concrete Complete All As Directed & Specified By Engineer-In Charge . 24 S&F Mild Steel Screw Bolt ( Maching Made) With Hexagonal Or Square Head At One End And Screwed The Other With Washer N.Exc 5 Cm Long Dia Bolt 5 To 10Mm Complete All As Directed & Specified By Engineer-In Charge . 25 Supply Only Chain Link Ms Galvnised Fencing , Any Size Or Type, Complete All As Specified And Directed By Engineer-In-Charge. 26 Labour For Fixing Only Chain Link Fencing Including Line Wires, Any Mesh, Size And Type To Any Type Of Standards, Rails, Straining Bolts, Etc. Including Provission Of Binding Wire,Complete All As Specified And Directed By Engineer-In-Charge. 27 S&F Galvanised 2 Strand, Steel Barbed Wire 2.24Mm Dia, Barbed With 2.24 Mm Dia Barbers At 75 Mm Spacing And Straining And Fixing To Any Type Of Standard Rails, Straining Bolts, Including Securing And Tying At Crossings With Provison Of Galvisnised Mild Steel Wire, Staples Or Steel Pins Etc., Complete All As Directed & Specified By Engineer-In Charge . ( Net Length Of Wire Shall Be Measured). 28 M&L For Mild Steel Tmt Bars 10Mm Dia And Over Cut To Length Bent To Shape Required Including Cranking, Bending Spirally For Hooping As In Straightening Bars For Chain Link Fencing Complete All As Specified And As Directed By Engr-In-Charge. 29 Excavation Over Areas In Soft/ Loose Soil, N Exc 1.5M Deep And Getting Out Complete All As Specifed And Directed By Engineer In Charge 30 All As Per Item No.28.00 Above, But Depth Exc 1.5M And Not Exc 3.00M 31 All As Per Item No.28.00 Above, But Depth Exc 3.00M And Not Exc 4.50M 32 M&L For Brickwork With Sub Class B Bricks, Straight Or Curved On Plan Exc 6 Mtr Mean Radius, Built In Cement Mortar 1:6 Complete All As Specified And Directed. 33 M & L For Formworks To Soffits Of Suspended Slabs Such As Roof Slabs, Floor Slabs, Landings And Similar Work; Not Exceeding 200Mm Thick (Horizontal Or Sloping), Complete All As Specified And Directed. 34 Use & Waste Of Formwork To Edges Of Concrete Flats, Treads, Breaks In Floors, Window Cills, Concrete Railings, Opening In Concrete Walls, Floors And Roofs Exc. 10 Cm But N. Exc. 20 Cm Wide And Sides Of Rcc/ Pcc Bands In Walls, Horizontal Or Sloping And Similar Works For Rough Finished Surfaces Of Concrete Complete All As Specified. 35 Providing Cement Concrete 1:2:4 Type B0 Using 12.5 Mm Gdd Stone Aggregate As In Surface Channel And Bencing To Drain Complete All As Speficied And Directed. 36 M&L Brick Work With Sub Class ‘B’ Brick In Cm 1:6 Straight Or Curved On Plan To Any Radius In Half Brick Thick Wall Complete All As Directed & Specified By Engineer-In Charge. 37 M & L For Flush Pointing To Bricks On Edges Of Paving In Cm (1 :4) As Dircted Specifed By Engr-In- Charge 38 M & L For Reinforced Cement Concrete Type B0 (1:2:4) (Nominal Mix) Using 12.5 Mm Graded Crushed Stone Aggregate As In Slabs , Supported On Walls, Beams And Columns In Floors , Roofs, Landings Balconies, Canopies, Deck Slabs And In Shelves And The Like Complete All As Specired 39 M&L Pcc (1:4:8) Type E-2 Using 40Mm Graded Stone Aggregate As In Foundations, Filling And Mass Concrete Complete All As Directed. 40 M&L Precast Reinforced Cement Concrete (1:2:4) Type B-1 Using 20Mm Graded Stone Aggregate As In Drain Covers And The Like Set In Cement Mortar (1:4) Duly Placed On Manholes Inclusive Of Necessary Form Work Complete All As Specified And Directed By Engineer-In-Charge. Note: Reinforcement Bars Shall Be Measured And Paid Separately. 41 Extra For Forming Fair Finished Drain Or Channel 30Cm Inner Girth In Cement Concrete Using Extra Cement Including Forms, Moulds, Mitred/Stopped Ends Etc. Complete All As Specified. 42 M & L For Drilling Bore Hole 200Mm Dia Upto 60 Mtr Depth By Boring In Soft/ Hard Soil By Mechnicak Method Incl Removing Of Excavated/ Drilled Material To A Distance N Exc 50M Complete All As Specified And Directed By Engr-In- Charge 43 M & L For Pvc Pipe 150 Mm Dia Bore Of 1St Class With All Necessary Fitting Complete All As Specified And Directed By Engr-In- Charge 44 M & L For Pvc Pipe 150Mm Dia Perforated/ Slotted Pipe Of 1St Class With All Necessary Fitting Complete All As Specified And Directed 45 M&L For Filling Coarse Sand In Trenches Laid In Layers, Complete All As Specified And Directed. 46 M&L For Filling Of Gravel In Trenches Of Size 6Mm To 10Mm, Complete All As Specified And Directed. 47 M&L For Filling Of Gravel In Trenches Of Size 2Mm To 4Mm, Complete All As Specified And Directed. 48 M&L Cement Concrete 1:3:6 Type C2 (Using 40 Mm Thick Graded Stone Aggregate) As In Foundation Filling Of Posts & Struts Including Form Work Complete All As Specifed And Directed By Engineer-In-Charge 49 S&F Steel Work In Tubular/Hollow Pipe Trusses Including Special Shaped Washer Etc. Complete Using Erw Or Induction Butt Welded Tubes Complete All As Specified 50 S&F Pre-Painted Galvalume Aluminium Zinc Coating Gi Based Corrugated Steel Sheet 0.50 Mm Thick Of Any Colour Having Tensile Strength Of 550 Mpa As In Roof Covering/Cladding To Wall, Fixed With Self Tapping Screws All As Specified And Directed. 51 S/F Pre-Painted Galvalume Aluminium Zinc Coating Gi Based Plain Steel Sheet 0.50Mm Thick Of Any Colour Having Tensile Strength Of 550Mpa As In Roof Covering/Cladding To Wall, Fixed With Self Tapping Screws As Specified And Directed. 52 S&F Mild Steel Sheet Eaves Gutters Made Of 1 Mm Thick , Galvanised Class 3 , Half Round 150 Mm Dia With Rounded Edges Complete All As Specified. 53 S&F Angles (Internal Or External) Or Nozzles Piece (Outlets) Made Of 1 Mm For Eaves Gutters Of 150 Mm Dia Complete All As Specified. 54 S&F Drop End (For Spigot Or Socket Ends) Made Of 1 Mm Or Nozzles For Eaves Gutter Of 150 Mm Dia C Complete All As Specified. 55 S&F Stop Ends ( For Spigot Or Socket Ends ) Made Of 1 Mm For Eaves Gutters Of 150 Mm Dia Ccomplete All As Specified. 56 S&F Pvc (Swr) 110 Mm Pipes Single Socketed In Any Length With Rubber Ring Joints Fixed To Walls. 57 E/M Works 58 Supply, Laying And Testing Cable Xlpe Insulated, Screened Pvc Bedded Galvanised Steel Strip Or Wire Armoured Electric Power Cables (Heavy Duty) 1100 Volts Grade With Stranded Aluminium Conductor Of Size 10 Sqmm 2 Core Complete All As Specified. 59 Excavation In Trenches N. Exc 1.5 Metre Wide And Nexc 1.5M Deep For Laying Of Pipes/ Cables Etc Getting Out And Bottom Surface To Required Gradient In Soft/ Loose Soil Complete All As Specified & Directed. 60 Supplying, Filling In Trenches, Spreading, Leveling Sand Cushioning 8 Cm Below Cable And 15 Cm Above The Cable For Under Ground Cable Complete All As Specified & Directed . 61 M & L Old Size Sub Class B Bricks,Laid Flat In Trenches Over The Cable With Length Of Brick Perpendicular To The Direction Of The Cable , Adjacent/Abutting Each Other Complete All As Specified 62 Supply & Fixing For Galvanised Iron Tubes Of Size 25Mm Bore (Medium Grade) With All Fittings And Laid In Trenches, Under Floor Or Road Including Fittings Such As Socket, Bend, Elbow, Union Etc. Complete All As Specified & Directed. 63 Boring Of Holes Under Road, Pavement, Hard Standing By Trenchless Technique And Necessary T&P For Passing Of Lt Cables. Complete All As Specified And Directed. 64 M&L Point Wiring Complete With 1.5 Sqmm Single Core Pvc Insulted Frls Cable 1100 Volts Grade Multistranded Copper Conductor Drawn Through Pvc Casing Caping And Accessories And Terminated In And Including New Sunk Type Pressed Steel Terminal Switch Boxes 1.6 Mm Thick With Plastic Laminated Bakelite Sheet Top Cover 3 Mm Thick Make Hylum Fixed With Nickel Polished Steel Screws With Washers And Internal Bend End Caps Etc Complete In Walls/Ceiling/Roof/Etc Including Provision Of 1.5 Sqmm Single Core Pvc Insulated Frls Cable 1100 Volts Grade With Multistranded Copper Conductor Cable As Earth Continuity Conductor , All As Specified And As Directed For The Following :- 65 One Light Point Controlled By One, One Way Switch 66 S&F 20 Watt Led Tube Lighting Fixture All As Specified & Directed By Engineer-In- Charge. 67 Supply And Fixing Factory Made Sheet Metal Enclosures Spn 4 Way Double Door 240 V For Db,S Suitable For Having Mcb Flush With Wall Complete All As Specified And Directed. 68 Supply And Fixing Mcb Spn 6 To 32Amps 240 V, C- Curve, 50 Hz, Breaking Capacity-10 Ka. Complete All As Specified And Directed. 69 S&F For Sp Mcb 6-32 Amps C-Series Complete All As Specified And Directed. 70 M &L Earthing Incl Earth Work Complete With Galvanised Steel Earth Plate Electrode 60Cm X 60 Cm X 6 Mm Thick Burried Directly In Ground (Earth Pit Not Less Than 2.25 Mtr Deep Below Normal Ground Level With The Top Edge Of Electrode Not Less Than 1.5 Mtr Below Normal Ground Level Connected To Galvanised Earth Lead Wire 4Mm Dia Means Of Bolts, Nuts,Check Nuts And Washers Of Galvanised Iron And Gi Lead Protected With Protection Pipe Of Gi Light Grade 15Mm Dia Upto 3Mtr Above Ground Level Along Poles Fixed With Two Clamps Of 25Mm 3Mm Flat Iron And Connected To Running Earth Wire At Top Of Poles And Watering Pipe 20Mm Bore Of Gi Medium Grade All As Shown In Electrical Plate No 3 Of Ssr Part-I 2009 Connected To Earthing Test Point All As Specified And Direct And Testing On Completion Including Pcc 1:3:6 ) C-I Cover And Frame Excavation And Earth Work Etc Complete All As Specified In Elect Plate No 3 Of Ssr Part -I 2009 Note :- Pcc Chamber Shall Be Constructed At Least 1.50 Mtr Away From On The Earth Pit Electrode And Pipe For Watering Shall Be Provided In Slanting Manner.