Tender For Stage Contract Sub Division Vailoo Ii ( Vailoo ) - 1 Engagement Of Jcb For Clerance Of Site , Removal Of Material From Road Surface Including Erath Work And Disposal Of Material From Surface To Site Of Dumping Site As Directed By Engineer Incharge At Site Complete Job. 2 Surface Dressing Of The Ground Including Removing Vegetation And In-Equalities Not Exceeding 15 Cm Deep And Disposal Of Rubbish, Lead Upto 50 M And Lift Upto 1.5 M In -All Kinds Of Soil 3 Earth Work In Excavation By Mechanical Means ( Hydraulic Excavator ) In Trenches For Foundations, Drains, Pipes, Cables Etc. ( Not Exceeding 1.5 M In Width ) And For Shafts, Wells, Cesspits And The Like Not Exceeding 10 Sqm On Plan, Including Dressing Of Sides And Ramming Of Bottoms Lift Upto 1.5 M, Including Getting Out Excavated Earth And Disposal Of Surplus Excavated Earth As Directed, ( All Kinds Of Soil ) 4 Earth Work In Bulk Excavation By Mechanical Means ( Hydraulic Excavator ) Over Areas ( Exceeding 30 Cm In Depth, 1.5 M In Width As Well As 10 M2 On Plan ) Including Disposal Of Excavated Earth Lead Upto 50 Meters And Lift Upto 1.5 M, As Directed By Engineer-In-Charge. All Kinds Of Soil : 5 Earth Work In Excavation By Manualmeans In Trenches For Foundations, Drains, Pipes, Cables Etc .Upto Required Depth ) And For Shafts, Wells, Cesspits Including Dressing Of Sides And Ramming Of Bottoms , Including Getting Out Excavated Earth And Disposal Of Surplus Excavated Earth As Directed, ( All Kinds Of Soil ) 6 Supply And Filling Of Rbm / Nallah Much Of Required Size Including Spreading, Watering, Ramming, Compacting With Prr Of 8 To 10 Tonne Capacityincluding Carriage Of The Same From Approved Source Upto Site Of Work Complete 7 Supply And Filling Of Khak Bajri Including Spreading, Watering, Ramming, Compacting With Prr Of 8 To 10 Tonne Capacityincluding Carriage Of The Same From Approved Source Upto Site Of Work Complete ( Fordevelopment Of Berms . 8 Providing / Laying Of Rcc Pipes In Proper Position / Grade Including Cutting Of Road Surface Upto Required Depth, Providing Requisite Cushion Including Carriage Ofall Materials And Pipesupto Site Ofwork Complete.10 Inch Dia 9 12 Inch Dia 10 14 Inch Dia 11 16 Incha Dia 12 18 Inch Dia 13 24 Inch Dia 14 28 Inch Dia 15 32 Inch Dia 16 36 Inch Dia 17 40 Inch Dia 18 48 Inch Dia 19 Providing / Laying Of Ms Pipes In Proper Position / Grade Including Cutting Of Road Surface Upto Required Depth, Providing Requisite Cushion Including Carriage Ofall Materials And Pipesupto Site Ofwork Complete. 6 Inch Dia 20 8 Inch Dia 21 10 Inch Dia 22 12 Inch Dia 23 Scarifying The Existing Bituminous Road Surface To A Depth Of 50Mm And Disposal Of Scarified Material Within All Lifts And Lead Upto 1 Km ( By Mechanical Means ) . 24 Scarifying Metalled ( Water-Bound ) Road Surface Including Disposal Of Rubbish Lead Upto 50M And Consolidation Of The Aggregate Received From Scarifying With Power Road Roller Of 8 To 10 Tonne Capacity. 25 Providing And Laying Water Bound Macadam Base Course With Quarry Crushed Stone Aggregate 63 To 45Mm Size, Stone Screening 13.20Mm Size And Binding Material As Per Morth Specification Including Screening, Sorting, Spreading To Template And Consolidation With Prr Of 8 To 10 Tonne Capacity Including Carriageofquarry Crushedstone Aggrregateand Stone Screeing, Stone Dustfrom Approved Soucrce Upto Site Of Work Complete ( Finished Work To Be Measured ) 75Mm Compacted Thickness 26 Providing And Laying Water Bound Macadam Base Course With Quarry Crushed Stone Aggregate 53 To 22.4Mm Size, Stone Screening 11.20Mm Size And Binding Material As Per Morth Specification Including Screening, Sorting, Spreading To Template And Consolidation With Prr Of 8 To 10 Tonne Capacity Including Carriageofquarry Crushedstone Aggrregateand Stone Screeing, Stone Dustfrom Approved Soucrce Upto Site Of Work Complete ( Finished Work To Be Measured ) 75Mm Compacted Thickness 27 Providing, Laying, Spreading And Compacting Graded Stone Aggregate ( Size Range 53 Mm To 0.075 Mm ) To Wet Mix Macadam ( Wmm ) Specification Including Premixing The Material With Water At Omc In Mechanical Mix Plant, Carriage Of Mixed Material By Tipper To Site, For All Leads & Lifts, Laying In Uniform Layers With Mechanical Paver Finisher In Sub- Base / Base Course On Well Prepared Surface And Compacting With Vibratory Roller Of 8 To 10 Tonne Capacity To Achieve The Desired Density, Complete As Per Specifications And Directions Of Engineer-In-Charge I / C All Carriages Complete Job 28 Providing And Applying Tack Coat Using Hot Straight Run Bitumen Of Grade – Vg-10, Including Heating The Bitumen, Spraying The Bitumen With Mechanically Operated Spray Unit Fitted On Bitumen Boiler, Cleaning And Preparing The Existing Road Surface As Per Specifications. On W.B.M / Wmm @ 0.75 Kg / Sqm I / C All Carriages Complete Job 29 Providing And Applying Tack Coat Using Hot Straight Run Bitumen Of Grade – Vg-10, Including Heating The Bitumen, Spraying The Bitumen With Mechanically Operated Spray Unit Fitted On Bitumen Boiler, Cleaning And Preparing The Existing Road Surface As Per Specifications. On Bitumen Surface @ 0.50 Kg / Sqm I / C All Carriages Complete Job 30 Providing And Laying Bituminous Macadam Using Crushed Stone Aggregates Of Specified Grading Premixed With Bituminous Binder, Transported To Site By Tippers, Laid Over A Previously Prepared Surface With Paver Finisher Equipped With Electronic Sensor To The Required Grade, Level And Alignment And Rolling With Smooth Wheeled, Vibratory And Tandem Rollers As Per Specifications To Achieve The Desired Compaction And Density, Complete As Per Specifications And Directions Of Engineer-In-Charge.50 To 100 Mm Average Compacted Thickness With Bitumen Of Grade Vg-10 @ 3.5% ( Percentage By Weight Of Total Mix ) Prepared In Drum Type Hot Mix Plant Of 60-90 Tph Capacity I / C All Carriages 31 Providing And Laying Semi- Dense Bituminous Concrete Using Crushed Stone Aggregates Of Specified Grading, Premixed With Bituminous Binder And Filler, Transporting The Hot Mix To Work Site By Tippers, Laying With Paver Finisher Equipped With Electronic Sensor To The Required Grade, Level And Alignment And Rolling With Smooth Wheeled, Vibratory And Tandem Rollers To Achieve The Desired Compaction And Density As Per Specification, Complete And As Per Directions Of Engineer-In-Charge. 25 Mm Compacted Thickness With Bitumen Of Grade Vg- 10 @ 5% ( Percentage By Weight Of Total Mix ) And Lime Filler @ 2% ( Percentage By Weight Of Aggregate ) Prepared In Drum Type Hot Mix Plant Of 60-90 Tph Capacity All Carriages Complete Job. 32 Providing And Laying Of 6Mm Thick Seal Coat Of Premixed Fine Aggregate ( Passing 2.36 Mm And Retained On 180 Micron Sieve ) With Bitumen Using 128 Kg Of Bitumen Of Grade Vg-10 Bitumen Per Cum Of Fine Aggregate And 0.60 Cum Of Fine Aggregate Per 100 Sqm Of Road Surface Including Rolling And Finishing With Road All Carriages Complete Job. 33 Providing And Laying Of Stone Soling, Hand Packed, Including Carriage Of Same From Approved Source Upto Site Of Work Complete. 34 P / L In Position Cement Concrete In1 : 4 : 8 ( 1 Cement : 4 Coarse Sand : 8 Graded Crushed Stone Aggregate, 40Mm Nominal Size ) Excluding The Cost Of Centering And Shuttering But Including Carriage Of All Materials From Approved Sources Up To Site Of Work Complete. 35 P / L In Position Cement Concrete In1 : 3 : 6 ( 1 Cement : 3 Coarse Sand : 6 Graded Crushed Stone Aggregate, 20Mm Nominal Size ) Excluding The Cost Of Centering And Shuttering But Including Carriage Of All Materials From Approved Sources Up To Site Of Work Complete. 36 P / L In Position Cement Concrete In1 : 2 : 4 ( 1 Cement : 2 Coarse Sand : 4 Graded Crushed Stone Aggregate, 20Mm Nominal Size ) Excluding The Cost Of Centering And Shuttering But Including Carriage Of All Materials From Approved Sources Up To Site Of Work Complete. 37 P / L In Position Reinforced Cement Concrete In 1 : 2 : 4 ( 1 Cement:2 Course Sand: 4 Crushed Graded Stone Aggregate 20Mm Nominal Size ) Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement But Including Carriage Of All Materials Upto Site Of Work Complete. 38 P / L In Position Reinforced Cement Concrete In 1 : 1.5 : 3 ( 1 Cement:1.5 Course Sand: 3 Crushed Graded Stone Aggregate 20Mm Nominal Size ) Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement But Including Carriage Of All Materials Upto Site Of Work Complete. ( All Works Upto Plinth Level ) 39 P / L In Position Reinforced Cement Concrete In 1 : 1.5 : 3 ( 1 Cement:1.5 Course Sand: 3 Crushed Graded Stone Aggregate 20Mm Nominal Size ) Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement But Including Carriage Of All Materials Upto Site Of Work Complete. ( All Works Above Plinth Level Upto Level V ) 40 Reinforcement For Rcc Work Including Straightening Cutting, Bending, Placing In Position And Binding All Complete ( Thermo Mechanically Treated Bars ) Including All Carriages Complete. Fe-500 D Or More 41 Providing / Fixing Of Necessary Farm Work / Shuttering Including Strutting, Propping Etc And Removal Of Same Complete:- ( A ) Foundations, Footings, Bases For Columns 42 Return Walls, Walls ( Any Thickness ) Including Attached Pilaster Buttresses, Plinth And String Course Fillets, Kerbs And Steps Etc. 43 Suspended Floors, Roofings, Landings, Balcones And Access Plateform 44 50Mm Thick Cement Concrete Flooring 1:2:4 ( 1 Cement: 2 Coarse Sand : 4 Graded Stone Aggregate 20Mm Nominal Size ) Finished Wit A Floating Coat Of Neat Cement Including Carriage Of All Materials From Approved Sources Upto Site Of Work Complete 45 40Mm Thick Cement Concrete Flooring 1:2:4 ( 1 Cement: 2 Coarse Sand : 4 Graded Stone Aggregate 20Mm Nominal Size ) Finished Wit A Floating Coat Of Neat Cement Including Carriage Of All Materials From Approved Sources Upto Site Of Work Complete 46 25Mm Thick Cement Concrete Flooring 1:2:4 ( 1 Cement: 2 Coarse Sand : 4 Graded Stone Aggregate 20Mm Nominal Size ) Finished Wit A Floating Coat Of Neat Cement Including Carriage Of All Materials From Approved Sources Upto Site Of Work Complete 47 12Mm Cement Plaster Of Mix 1:4 ( 1Cement: 4 Fine Sand ) Including All Carriages Complete. 48 12Mm Cement Plaster Of Mix 1:6 ( 1Cement: 6 Fine Sand ) Including All Carriages Complete. 49 15Mm Cement Plaster Of Mix 1:4 ( 1Cement: 4 Fine Sand ) Including All Carriages Complete. 50 15Mm Cement Plaster Of Mix 1:6 ( 1Cement: 6 Fine Sand ) Including All Carriages Complete. 51 Engagement Of Labour / Masdoor For One Day 52 Engagement Of Skilled Labour With All Machinary Like Cutters , Axe Etc For Purning Of The Trees 53 Pumping Out Water Caused By Springs, Tidal Or River Seepage, Broken Water Mains Or Drains And The Like. 54 Removal Of Unhygienic Materials ( So Classified By The Site Engineer ) From Designated Sites And Its Disposal As Per Directions, All Inclusive 55 Clearance Of Slipsdisposal Lead Upto 50 M And Lift Upto 1.5 M.:- In Ordinary Soils Disposal Lead Upto 50 M And Lift Upto 1.5 M. 56 In Soils; Mixed With Moorum / Kankar / Shingle / Boulders; Disposal Lead Upto 50 M And Lift Upto 1.5 M. 57 In Soils; Mixed With Decomposed Rocks; By Blasting Or Any Other Means 58 Providing And Applying 2.5Mm Thick Road Marking Strips ( Retro-Reflective ) Of Specified Shade / Colour Using Hot Thermoplastic Material By Fully / SemiAutomatic Thermoplastic Paint Applicator Machine Fitted With Profile Shoe, Glass Beads Dispenser, Propane Tank Heater And Profile Shoe Heater, Driven By Experienced Operator On Road Surface Including Cost Of Material, Labour, T&P, Cleaning The Road Surface Of All Dirt, Seals, Oil, Grease And Foreignmaterial Etc. Complete As Per Direction Of Engineer-In-Charge And Accordance With Applicable Specifications. 59 White Washing With Lime To Give An Even Shade :Old Work ( Two Or More Coats ) 60 White Washing With Lime To Give An Even Shade :Old Work ( One Or More Coats ) 61 Painting With Synthetic Enamel Paint Of Approved Brand And Manufacture Of Required Colour To Give An Even Shade, One Or More Coats On Old Work 62 Painting Road Surface Marking With Adequate No. Of Coats To Give Uniform Finish With Read Mixed Road Marking Paint Conforming To Is: 164, On Bituminous Surface In White / Yellow Shade Including Cleaning The Surface Of All Dirt, Scales, Oil, Grease And Foreign Material Etc. Complete.Old Work ( One Or More Coats ) 63 Providing And Laying At Or Near Ground Level Factory Made Kerb Stone Of M-25 Grade Cement In Position To The Required Line, Level And Curvature Jointed With Cement Mortar 1:3 ( 1 Cement: 3 Coarse Sand ) Including Making Joints With Or Without Grooves ( Thickness Of The Joints Except At Sharp Curve Shall Not To Be More Than 5Mm ) Including Making Drainage Opening Wherever Required Complete Etc. As Per Direction Of Engineer-InCharge ( Length Of Finished Kerb Edging Shall Be Measured For Payment ) . ( Precast C.C. Kerb Stone Shall Be Approved By Engineer-In-Charge ) . 64 Manufacturing Supplying And Fixing Retro Reflective Sign Boards Made Up Of 2Mm Thick Aluminum Sheet, Face To Be Fully Covered With High Intensity Encapsulated Type Heat Activated Retro Reflective Sheeting Conforming To Type-Iv Of Astm-D-4956-01 In Blue And Silver White Or Other Colour Combination Including Subject Matter, Message ( Bi-Lingual ) , Symbols And Borders Etc. As Per Irc : 67-2001, Pasted On Substrate By An Adhesive Backing Which Shall Be Activated By Applying Heat And Pressure Conforming To Class -2 Of Astm-D-4956-01 And Fixing The Same With Suitable Sized Aluminum Alloy Rivets @ 20Cm C / C To Back Support Frame Of M.S. Angle Iron Of Size 25X25x3mm Along With Theft Resistant Measures Mounted And Fixed With 2 Nos. M.S. Angles Of Size 35X35x5mm To A Vertical Post Made Upto M.S. Tee Section Ismt 50X50x6mm Welded With 16.0 ( Road Work ) 224 Base Plate Of Size 100X100x5mm At The Bottom End And Including Making Holes In Pipes, Angle Flats, Providing And Fixing M.S. Message Plate Of Required Size Steel Work To Be Painted With Two Or More Coats Of Synthetic Enamel Paint Of Required Shade And Of Approved Brand & Manufacture Over Priming Coat Of Zinc Chromate Yellow Primer ( Vertical M.S.-Tee Support To Be Painted In Black And White Colours ) . Backside Of Aluminum Sheet To Be Painted With Two Or More Coats Of Epoxy Paint Over And Including Appropriate Priming Coats Including All Leads And Lifts Etc. Complete As Per Drawing, Specification And Direction Of Engineer-In-Charge. 16.66.1 Mandatory / Regulatory Sign Boards Of 900 Mm Diameter With Part As Length Of 3750 Mm. 65 Clearning Grass And Removal Of Rubish Upto A Distance Of 50 M Out Side Site 66 Felling Of Trees Of The Girth Measured At Height Of 1 M Above Ground Level ) Including Cutting Of Trunks And Branchs Removing Of Roots And Stacking Of Serviceable Material Material And Disposal Of Unserviceable Material Up To Lead , Lift As Required Complete . ( A ) Beyond 30 Cm Girth Up To And Including 60 Cm Girth 67 B ) Beyond 60 Cm Girth Up To And Including 120 Cm Girth 68 Refixing Of Damaged Sigh Boardscaution Board , Boundray Walls Etc. Complete Job. 69 The Estimated Rates Are Exclusive Of 18% Gst. However The Gst @18% Shall Be Paid On Gross Amount Excluding Labour Cess Proportionately.
