Tender For Civil Work 2 Clearing And Grubbing Road Land Including Uprooting Wild Vegetation, Grass, Bushes, Shrubs, Saplings And Trees Of Girth Upto 300 Mm, Removal Of Stumps Of Such Trees Cut Earlier And Disposal Of Unserviceable Materials And Stacking Of Serviceable Material To Be Used Or Auctioned, Upto A Lead Of 1000 M Including Removal And Disposal Of Top Organic Soil Not Exceeding 150 Mm In Thickness As Per Morth Specification Clause 201. By Mechanical Means ; In Area Of Non-Thorny Jungle 3 Dismantling Of Cement Concrete Pavements As Per Morth Specification Clause 202.Dismantling Of Cement Concrete Pavements By Mechanicalmeansusingpneumatic Tools Breaking Topie Cesnotexceeding 0.02 Cumin Volume And Stock Piling At Designated Location Sand Disposal O Fdismantle D Material Suptoalead Of 1000 M, Stacking Serviceable And Unserviceable Materials Separately 4 Granular Sub-Base With Well Graded Material ( Table 400.1 ) Providing Laying Spreading And Compacting Specified Graded Sand, Gravel ( Crushed Stone ) As Per Table 400-1, 400-2 Or Any Other Course Material As Per Design Mix, As Per Cbr In Sub Base Course Including Premixing The Material At Omc In Wet Mix Plant, Carriage Of Mixed Material Spreading In Uniform Layers With Motor Grader F.E Loader On A Prepared Base And Compacting With Vibratory Roller To Achieve Desired Density ( As Per I.S.2720 ) Including All Material, Labor, Machinery, Lighting Guarding, Barricading And Maintenance Of Diversion Complete. [ Morth Specification : Clause 401 ] . By Mechanical Means With All Lead For Grading I Material 5 Providing And Fixing Of Reinforced Ferro Cement Drain Cover Designed For Class A& Aa Loading Duly Marked On Cover With Adequate Steel Reinforcement Having Thickness 75 Mm To 150 Mm Anti- Corrosive Bitumen Painted M.S. Plate Rim And On M.S. Lifting Hooks Admixture Like Plasticizer Bond Improving Compound Shrinkage Resistance Compound Abrasion Resistant Complete As Per Approved Design Etc. 451To 700 Mm= 1000X800 Mm Aa Class Loading 6 Dry Lean Cement Concrete Sub - Base. Construction Of Dry Lean Cement Concrete 1:3:6 Sub-Base Over A Prepared Sub-Grade With Coarse And Fine Aggregate Conforming To Is: 383, The Size Of Coarse Aggregate Not Exceeding 25 Mm, Aggregate Cement Ratio Not To Exceed 15:1, Aggregate Gradation After Blening To Be As Per Table 600-1, Cement Content Not To Be Less Than 200 Kg / Cum, Optimum Moisture Content To Be Determined During Trial Length Construction, Concrete Strength Not To Be Less Than 10 Mpa At 7 Days, Mixed In A Batching Plant, Transported To Site, Laid With A Paver With Electronic Sensor, Compacting With 8-10 Tonne Vibratory Roller, Finishing And Curing. 7 Providing And Laying Un-Reinforced, Dowel Jointed, Plain Cement Concrete Pavement Over A Prepared Sub-Base With 43 Grade Cement, Coarse And Fine Aggregate Conforming To Is:383, Maximum Size Of Coarse Aggregate Not Exceeding 25Mm, Mixed In A Batching And Mixing Plant As Per Approved Mix Design, Transported To Site, Laid With A Fixed Form Or Slip Form Paver, Spread, Compacted And Finished In A Continuous Operation Including Provision Of Contraction, Expansion, Construction And Longitudinal Joints, Joint Filler, Separation Membrane, Sealant Primer, Joint Sealant, Debonding Strip, Dowel Bar, Tie Rod, Admixtures And Vacuum Processing Pump As Approved, Curing Compound, Finishing To Lines And Grades As Per Drawing As Per Morth Specification : Clause No. 602, 112. - Using Cement Concrete M-30 Pavement Grade 8 Construction Of Foundation / Inaugration Pedastal In 23 Cm Thick Brick Masonry In Cm 1:4 Of Size 1.20M X 1.80M Above Ground Level With Adequate Foundation Including Providing And Fixing Of Granite Stone Of Size 0.75M 0.60M With Engraving Letters And Figures, Cement Plaster, White Washing Etc. Complete As Per Direction Engineer In-Charge. 9 Wbm Grading 2 Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Packing, Rolling With Threewheel 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 Morth Specification Clause 404. Using Crusher Broken Aggregate By Mechanical Means 10 Excavation In Soil Using Hydraulic Excavatorand Tippers With Disposal Upto 1000 Mexcavation For Roadwork In Soil With Hydraulic Excavator Of0.9 Cum Bucket Capacity Including Cutting And Loading In Tippers, Trimming Bottom And Side Slopes, In Accordance With Requirements Of Lines, Grades And Cross-Sections, And Transporting To The Embankment Location With A Lift Upto 1.5 M And Lead Upto 1000 M As Per Morth Specification Clause 301.3 11 P& F Mukhya Mantri Sadak Yojana Logo For Roads Funded By State Road Fund Having M.S. Definition Plate Of 1.6Mm Thickness Framed To Steel Hollow Section Of 75Mm X 75Mm, 2.5M Long Stove Enamelled Paint With Hold Fast Including Paint Logo As Per Approved Design And Colours. The Logo Shall Be Made Out Of 1.6Mm Thick Circular Plate Fix On 1200Mm X 150Mm Rectangular Steel Base Plate 1.6Mm Thick, The Base Of Circular Plate Shall Be Plain At The Junction Of Base Plate. The Size Of Definition Plate Shall Be 1500 X 600 Mm And Embedding The Post By M-15 Mix C.C. Block 300X300x600mm Including Lettering / Writing And Painting Etc. Complete In All Respect
