Tender For Special Repairs To Road And Footpath At Certain Location Under Ge ( S ) Tezpur.; 1 Surface Dressing Of Soft / Loose Soil N Exc 15 Cm Deep At Road Side Berm Complete All As Specified And Directed 2 Excavation In Trenches N.Exc 1.5M Wide And N.Exc 1.5M In Depth In Foundation And Getting Out In Soft / Loose Soil All As Specified And As Directed. 3 Returning, Filling Incl Spreading Levelling Watering And Well Ramming In Layers Not Exc 25 Cm For Soft / Lose Soil. 4 Removing Of Excavated Surplus Soil Not Exceeding 50M And Depositing Where As Directed At A Level Not Exceeding 1.5M Above The Staring Point. 5 M&L For 75 Mm Spread Thickness Moorum / Red Bajri Spread, Rolled And Consolidated To Gradient And Camber Required All As Specified And Directed. 6 M&L For Repair To Pot Holes Any Depth N.Exc 1.00 Sqm Each Including Sweeping Free From Dust And Mud Or Water, Scoring Sunken Surfaces In Roads, Path, Etc Cutting Around Edges At Least 25Mm In Depth And Applying Evenly Tack Coat @ 5 Kg Per 10 Sqm Making Good By Filling In Screened And Graded Road Metal And Well Ramming Complete All As Specified And Directed. 7 M&L Premix Bituminous, Macadam Using Paving Bitumen Grade Vg-30 Any Penetration Content @ 4% By Weight Of Total Mix Laid / Rolled And Compacted To Required Gradient And Camber With 8-10 Tonne Power Roller And Rolled To A Uniform Smooth Surface ( Any Consolidated Thickness ) Including Preparing Existing Black Top Surfaces Of Roadby Brushing With Wire Brushes For Removing Cakedmud Etc Sweeping With Brooms And Finally Fanning The Cleaned Surfaceswith Gunny Bags To Remove All Loose Dirtetc And Applying Evenly A Priming / Tack Coatwithbituminous Primer ( Paving Bitumen Grade Vg-30 ) @ 5 Kg / 10 Sqm Complete All As Specified And Directed. 8 M&L For Preparing Existing Black Top Surfaces Of Roadby Brushing With Wire Brushes For Removing Cakedmud Etc Sweeping With Brooms And Finally Fanning The Cleaned Surfaceswith Gunny Bags To Remove All Loose Dirtetc Complete All As Specified Anddirected. 9 Applying Evenly A Priming / Tack Coatwithrs I Grade Cationic Emulsion Conforming To Is 8887 @ 2.5 Kg / 10 Sqm Using Mechanical Sprayer On Black Top Surface, Complete All As Specified Anddirected. 10 S & F Delinator Model Of Sprotection Steel Body Body Height 1 To 1.20 Mtr Retro Reflective Band 50 Mm Each With Anti Theft Cage Of Red Or White Including Fixing Complete At Site As Per ManufacturerS Instructions Complete All As Directed. 11 M&L For Bituminous Premix Semi-Dense Asphaltic Concrete ( Sdac ) 40 Mmconsolidated Thickness With 5.5% Binder Content Of Which ( Paving Bitument Vg 30By Wieght Of Total Mix Providing And Layingwith Mechanical Paver And Compactedwith 8 To 10 Tonne Capacity Powerroller To Required Gradient And Camber Complete All As Specifiedand Directed.Note:- Minimum Bitumen Content Shall Be 5.5 % As Specified Here In Above If The Actual Qty Of Bitumen To Be Incorporated On Approval Of Job Mix Formula Is Found More Than Minimum Bitumen Content As Specified Above There No Price Adjusment Shall Be Considered. 12 M&L For 1.5 Mm Thick Painting To Road Surfaces As In Lines, Dashes, Arrows, Letters, Zebracrossing Etc Of White Or Yellow Colour On Roads, Pavements Andlikewith Thermoplastic Road Marking Paint@ 5 Kg / Sqm And Applying Glass Beads @ 300 Gms / Sqm Over Painted Surfaces While The Painting Surfaces Are Hot By Mechanical Means Including Cleaning Surfaces Complete All As Specified And Directed. ( Make : Jotunindia Pvt Ltd. / Asian Apcomark / Stp / Shalimar Paints Ltd / Berger Paints Ltd / Jenson & Nicholson Paints Ltd. 13 S & F In Repairs Of Road Studs Two Way Reflective Of100mm X 100Mm X 26 Mm , Plastic Body Body Weight Not Less Then100 Gmsreflective Panel Of Amber, Red Or White Provided At Site As PermanufactuerS Instructionscomplete All As Directed ( Make : Model No. Da 978 Of Dark Eye Or Equivalent Make Of 3M / Sinor Infrastructure ) . 14 S&F In Repair Of Solar - Powered Environment Friendly, Led Based Road Stud Made Of Aluminium-Aloy Shell, 100% Waterproof Design According To Ip 65, Dimention Of 125Mmx 125Mm X 25 Mm ( Shank 60Mm ) , High Efficiency Mono-Crystallinesolar Panel 2.4V / 0.3 Watt, One Ni-Mh Or Nl-Cd Rechargeable Battery ( 1.2V / 1600 Ma ) , Six Super Bright Leds With 10, 000 To 18, 000Mcd ( Millicandela ) , View Distance : Upto 1000 Meters , Flash Rate : 2Hz, Bearable Weight : 10 Tons Approx, Working Time For 3 To 4 Days Provided At Site As Per ManufacturerS Instructions . ( Make: Dhruv Model Da 110 Of Dark Eye Or Equivalent Make Of 3M / Sinor Infrastructure ) 15 Fixing Only Of Solar - Old Led Based Road Stud / Cat Eye After Safly Removal From Existing Road At Site As Per ManufacturerS Instructions . 16 S & F Speed Breaker Of Heavy Duty Tough Rubber With High Resistance Wear And Tear Property , Uv Stabilized Black And Yellow Combination High Reflective As Available On Both Side In Red Or Yellow Colour With Length 450 Mm To 500 Mm Of Each Peice Width 350 Mm To 450 Mm Incl. Fixingat Site As PermanufactuerS Instructions Complete All As Directed ( Make : Dark Eye Or 3M / Sinor Infrastructure ) . 17 M&L Pre Cast Rcc ( 1:2:4 ) Type B1 Using20 Mm Graded Stone Aggregates For Cover Slab Of Drain, Manhole / Soak Pit Etc Set In Cement Mortar 1:4 Complete All As Specified And As Directed By Engr-In-Charge. 18 S&F Of Tmtbars 10 Mm Diaand Over, Cut To Length , Bent To Shape Required , Including Cranking, Bending Spirally For Hooping For Slabs, Columns, Hookingends And Binding With Mild Steelwire ( Annealed ) Not Less Than 0.9 Mm Dia Or Securing With Clips, Complete All As Specified And Directed. 19 Material And Labour Forold Size Sub Class B Bricks, Straight Or Curved On Plan Exc 6M Mean Radius Built In Cement Mortar ( 1:6 ) Havising Comoressivestrenght Notless Than 75 Kg / Sq Cm All As Specified And Directed. 20 Ditto As Per Item No 19 Except Bricks All As Specified And Directed 21 Supply And Fix, 110 Mm Bore Pvc ( Swr ) Pipe Single Socketed With Rubber Ring Joints Laid In Trenches Or Floor All As Specified And Directed. 22 Demolition Of Stone Slabs And Tiles Of Any Description Or Thickness In Floors Laid, Bedded And Pointed In Any Mortar, Aprons Etc. 23 Demolition Ofcement Concrete ( Reinforced ) Of Any Description And In Any Position Not Otherwise Specifically Provided Forall As Directed. 24 Demolition Of Brickwork Or Stone / Boulder Masonry, Built In Cement Mortarall As Directed. 25 Demolition Of Un-Reinforced Cement Concrete In Ground Floors And Pavings Not Exceeding 15 Cm Thickness. 26 Taking Down Cement Plaster, Of Any Description On Brick Or Stone Walls, Etc Including Racking Out Joints, Hacking For Key, Scrubbing Down With Water All As Directed. 27 M / L For Hard Core Of Guage Not Exc 63Mm With Broken Stone Deposited Spread & Levelled In Layers N.Exc 15Cm Thick, Watered & Ramed To A True Surface 28 M&L For Pcc 1:3:6 Type C2 ( 40 Mm Graded Aggregate ) On Top Surface Including Necessary Formwork All As Specified And As Directed. 29 M&L For 12Mm Thick Expansion Joints Filled With Pre-Formed Bituminous Filler Upto A Depth / Width Of 60Mm And Top 30Mm Primed And Sealed With Sealing Compound , Grade A All As Specified And Directed 30 Providing And Laying 80 Mm Thick Factory Made Chamfered Edge Cement Concrete Paver Block Of M-30 Grade With Approved Colour, Design & Pattern As In Footpath, Parks, Lawns, Drive Ways Or Light Traffic Parking Etc., Of Required Strength, Thickness & Size / Shape, Made By Table Vibratory Method Using Pu Mould, Laid In Required Colour & Pattern Over And Including 50Mm Thick Compacted Bed Of Coarse Sand, Compacting And Proper Embedding / Laying Of Inter Locking Paver Blocks Over Compacted Sand Bedding Layer, Filling The Joints With Fine Sand And Cutting Of Paver Block As Per Required Size And Pattern, Finishing And Sweeping Extra Sand; Complete. 31 Laying Only Using Old Paver Block Inobtained From Demolition At Site As In Footpath Of Thickness & Size / Shape, Obtained From Dismantaling At Site Compacted Bed Of Coarse Sand Including Sand And Applying Water Proof Paint , Filling The Joints With Fine Sandfinishing And Sweeping Extra Sand; Complete. 32 M & L For 100Mm Pcc 1:2:4 ( 20 Mm Graded Stone Aggregate ) As In Path / Hardstandingeven And Smooth At Topping Layer All As Specified And Directed 33 M&L For Pcc 1:3:6 Type C-1 ( Using 20 Mm Graded Crushed Stone Aggregate ) As In Surface Channels, Drains Including All Necessary Form Work Complete All As Specified And Directed. 34 M&L Extra For Forming Fair Finished Drain Or Channel 30 Cm Inner Girth In Cement Concrete, Using Extra Cement, Including Forms, Moulds, Mitred / Stopped Ends Etc Complete All As Specified And Directed. 35 Add Or Deduct For Each 25 Mm Girth Or Part Thereof Over Or Under 30Cm Ditto 36 M & L, 15Mm Thick Rendering In C.M. ( 1:6 ) On Fair Faces Of Brick Work Finished Even And Fair Without Using Extra Cement 37 M & L For Providing Plain Cement Concrete ( 1:3:6 ) Type C1 Using 20Mm Graded Aggregate As In Coping All As Specified And Directed. 38 Note : ( Applicable For All Items ) :- ( I ) The Bidders / Contractors Are Advised To Read Relevant Contract Drawings And Particular Specifications, Key Specifications, Special Conditions And General Conditions Of Contracts Before Entry / Quoting The Rates. ( Ii ) The Items Are To Be Manufactured As Per Relevant Drawings And Specifications And Supplied To The Department.
