Tender For Tiptur Taluk Package No : Tmk-Tpt-31 / 22-23- 1 Preparation Of Foundation For Embankment: Scarifying Existing Granular Surface To A Depth Of 50 Mm By Manual Means.With All Lead, Lifts, Loading & Unloading Charges, Cost And Conveyance Of All Materials, Labour, Equipments Including All Incidental Charges Etc., Complete. As Per The Directions Of The Engineer Incharge Of The Work ( 1 ) 810.00 2 Providing And Laying In Position Plain Cement Concrete For Levelling Course For All Works In Foundation. The Granite / Trap / Basalt Crushed Graded Coarse Aggregates And Fine Aggregates As Per Relevant Is Codes Machine Mixed, Laid In Layers Not Exceeding 150 Mm Thickness, Well Compacted Using Plate Vibrators, Including All Lead & Lifts, Cost Of All Materials Of Quality, Labour, Usage Charges Of Machineries, Curing, And All The Other Appurtenances Required To Complete The Work As Per Technical Specifications. ( The Cost Of Steel Reinforcement & Formwork Shall Be Paid Separately ) Mix 1:4:8 ( M5 ) Using 40 Mm Nominal Size Graded Crushed Coarse Aggregates With All Lead, Lifts, Loading & Unloading Charges, Cost And Conveyance Of All Materials, Labour, Equipments Including All Incidental Charges Etc., Complete. As Per The Directions Of The Engineer Incharge Of The Work ( 1 ) 60.75 3 Providing And Constructing Un-Reinforced Plain Cement Concrete Pavement, Thickness As Per Design, Over A Prepared Sub Base, With 43 Grade Cement Or Any Other Type As Per Clause 1501.2.2 M20 ( Grade ) , Coarse And Fine Aggregates Conforming To Is:383, Maximum Size Of Coarse Aggregate Not Exceeding 25 Mm, Mixed In A Concrete Mixer Of Not Less Than 0.2 M3 Capacity And Appropriate Weigh Batcher Using Approved Mix Design, Laid In Approved Fixed Side Formwork ( Steel Channel, Laying And Fixing Of 125 Micron Thick Polythene Film, Wedges, Steel Plates Including Levelling The Formwork As Per Drawing ) , Spreading The Concrete With Shovels, Rakes, Compacted Using Needle, Screed And Plate Vibrators And Finished In Continuous Operation Including Construction Joints, Primer, Sealant , Curing Of Concrete Slabs For 14- Days, And Water Finishing To Lines And Grade As Per Drawing And Technical Specification Clause 1501 With All Lead, Lifts, Loading & Unloading Charges, Cost And Conveyance Of All Materials, Labour, Equipments Etc., Complete. As Per The Directions Of The Engineer-In-Charge Of The Work. With All Lead, Lifts, Loading & Unloading Charges, Cost And Conveyance Of All Materials, Labour, Equipments Including All Incidental Charges Etc., Complete. As Per The Directions Of The Engineer Incharge Of The Work ( 1 ) 81.00 4 Clearing And Grubbing Road Land Including Uprooting Rank Vegetation, Grass, Bushes, Shrubs, Saplings And Trees Girth Up To 300 Mm, Removal Of Stumps Of Trees Cut Earlier And Disposal Of Unserviceable Materials And Stacking Of Serviceable Material To Be Used Or Auctioned, Including Removal And Disposal Of Top Organic Soil Not Exceeding 150 Mm In Thickness.By Mechanical Means Using Dozer In Area Of Light Jungle With All Lead, Lifts, Loading & Unloading Charges, Cost And Conveyance Of All Materials, Labour, Equipments Including All Incidental Charges Etc., Complete. As Per The Directions Of The Engineer Incharge Of The Work ( 2 ) 0.138 5 Construction Of Unlined Surface Drains Of Average Cross- Sectional Area 0.40 M2 In Soil To Specified Lines, Grades, Levels And Dimensions. Excavated Material To Be Used In Embankmentas Per Technical Specification Clause 307. Manual Means With All Lead, Lifts, Loading & Unloading Charges, Cost And Conveyance Of All Materials, Labour, Equipments Including All Incidental Charges Etc., Complete. As Per The Directions Of The Engineer Incharge Of The Work ( 2 ) 300.00 6 Construction Of Embankment By Excavating The Available Approved Gravel / Murrum Deposited At A Place Or Borrow Pits During Or Prior Excavation With All Lifts And Lead, Transportation To Site, Spreading, Grading To Required Slope And Compacting To Meet The Requirement Complete As Per Specifications, Including Cost Of Labour, Rolling, Water, All Materials, Usage& All Other Appurtenaces Required To Complete The Work. With All Lead, Lifts, Loading & Unloading Charges, Cost And Conveyance Of All Materials, Labour, Equipments Etc., Complete. As Per The Directions Of The Engineer-In-Charge Of The Work. With All Lead, Lifts, Loading & Unloading Charges, Cost And Conveyance Of All Materials, Labour, Equipments Including All Incidental Charges Etc., Complete. As Per The Directions Of The Engineer Incharge Of The Work ( 2 ) 331.20 7 Wbm Grading 2 Crushable Screening: Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Packing, Rolling With Three Wheel 80-100 Kn Static Roller In Stages To Proper Grade And Camber, Applying And Brooming, Crushable Screening To Fill-Up The Interstices Of Coarse Aggregate, Watering And Compacting To The Required Density Grading 2 As Per Technical Specification Clause 405. By Manual Means With All Lead, Lifts, Loading & Unloading Charges, Cost And Conveyance Of All Materials, Labour, Equipments Including All Incidental Charges Etc., Complete. As Per The Directions Of The Engineer Incharge Of The Work ( 2 ) 248.40 8 Earth Work Excavation By Manual Means For Drains, Canals, Waste Weir Draft, Approach Channels, Key Trench, Foundation Of Bridges And Such Similar Works, As Per Drawing And Technical Specifications, Including Setting Out, Shoring, Strutting, Barricading, Caution Lights, Excavated Surface Leveled And Sides Neatly Dressed Disposing Off Or Leveling The Excavated Stuff Or Sorting & Stacking The Selected Stuff For Reuse In A Radius Of 50 M Including Cost Of Labour, Tools, Usage & Other Appurtenances Required To Complete The Work. Depth Exceeding 1.5M, But Not Exceeding 3 M With All Lead, Lifts, Loading & Unloading Charges, Cost And Conveyance Of All Materials, Labour, Equipments Including All Incidental Charges Etc., Complete. As Per The Directions Of The Engineer Incharge Of The Work ( 2 ) 2.16 9 Providing And Laying In Position Plain Cement Concrete For Levelling Course For All Works In Foundation. The Granite / Trap / Basalt Crushed Graded Coarse Aggregates And Fine Aggregates As Per Relevant Is Codes Machine Mixed, Laid In Layers Not Exceeding 150 Mm Thickness, Well Compacted Using Plate Vibrators, Including All Lead & Lifts, Cost Of All Materials Of Quality, Labour, Usage Charges Of Machineries, Curing, And All The Other Appurtenances Required To Complete The Work As Per Technical Specifications. Mix 1:3:6 ( M10 ) Using 40 Mm Nominal Size Graded Crushed Coarse Aggregates With All Lead, Lifts, Loading & Unloading Charges, Cost And Conveyance Of All Materials, Labour, Equipments Including All Incidental Charges Etc., Complete. As Per The Directions Of The Engineer Incharge Of The Work ( 2 ) 0.36 10 Providing Size Stone Masonry With Hard Stone In Foundation & Plinth With Cement Mortar 1:6 ( 1 Cement : 6 Coarse Sand ) With All Lead, Lifts, Loading & Unloading Charges, Cost And Conveyance Of All Materials, Labour, Equipments Including All Incidental Charges Etc., Complete. As Per The Directions Of The Engineer Incharge Of The Work ( 2 ) 3.39 11 Providing And Laying In Position Plain Cement Concrete For Levelling Course For All Works In Foundation. The Granite / Trap / Basalt Crushed Graded Coarse Aggregates And Fine Aggregates As Per Relevant Is Codes Machine Mixed, Laid In Layers Not Exceeding 150 Mm Thickness, Well Compacted Using Plate Vibrators, Including All Lead & Lifts, Cost Of All Materials Of Quality, Labour, Usage Charges Of Machineries, Curing, And All The Other Appurtenances Required To Complete The Work As Per Technical Specifications. Mix 1:3:6 ( M10 ) Using 20 Mm Nominal Size Graded Crushed Coarse Aggregates With All Lead, Lifts, Loading & Unloading Charges, Cost And Conveyance Of All Materials, Labour, Equipments Including All Incidental Charges Etc., Complete. As Per The Directions Of The Engineer Incharge Of The Work ( 2 ) 0.27 12 Providing And Laying Reinforced Cement Concrete Pipe Np3 As Per Design In Single Row Providing And Laying Reinforced Cement Concrete Pipe Np3 For Culverts On First Class Bedding Of Granular Material In Single Row Including Fixing Collar With Cement Mortar 1:2 But Excluding Excavation, Protection Works, Backfilling, Concrete And Masonry Works In Head Walls And Parapets Clause 1101.6. 750 Mm Dia With All Lead, Lifts, Loading & Unloading Charges, Cost And Conveyance Of All Materials, Labour, Equipments Including All Incidental Charges Etc., Complete. As Per The Directions Of The Engineer Incharge Of The Work ( 2 ) 5.00
