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Tender for Dressing And Chilchalling Road Flanks Including Cutting And Filling With Earth Up To 150 Mm Average Thickness Finished With Outward Cross-Grade Of 1 In 30. , Excavation For Structures Earth Work In Excavation Of Foundation Of Structures As Per Drawing And Technical Specification, Including Setting Out, Removing, Spreading Or Stacking Of Spoils Within A Lead Of 150 M. As Directed And Including Trimming The Sides Of The Trenches, Leveling, Dressing And Ramming The Bottom, And Backfilling With Approved Material Complete As Per Direction Of The Engineer-In-Charge . I. In All Sorts Of Soil Excluding Marshy Soil & Rocks (Soft Or Hard) By Manual Means. A) Upto 3 M Depth (Ii) With Pumping Out Water Excluding Shoring , Providing And Laying Boulders Apron On River Bed For Protection Against Scour With Stone Boulders Weighing Not Less Than 40 Kg Each Complete As Per Drawing And Technical Specification. Boulder Laid Dry Without Wire Crates. , Plain / Reinforced Cement Concrete In Open Foundation With Or Without Reinforcements, In Any Part Of Foundation Of Bridges / Culverts With Graded Stone Chips Of Appropriate Nominal Sizes, Including Screening And Cleaning Of Coarse Aggregates, Fine Aggregate (Sand) Conforming To Proper Grading Zone, Both Of Approved Quality And Cement, As Necessary, Cost Of Curing With Water, Including Cost And Carriage Of All Materials And Including Preparation Of Design Mix, Approval Of The Same By The Engineer-In-Charge, Cost For Quality Control, Sampling, Testing Etc. Including Cost Of Formwork But Excluding Reinforcement Complete As Per Drawing And Technical Specifications. A Plain Cement Concrete Grade M20 I) Using Concrete Mixer , Providing And Laying Pitching On Slopes Laid Over Prepared Filter Media Including Boulder Apron Laid Dry In Front Of Toe Of Embankment Complete As Per Drawing And Technical Specifications. I. Stone/Boulder , Guniting Concrete Surface With Cement Mortar (25 Mm Nominal Thick) Applied With Compressor After Cleaning Surface And Spraying With Epoxy Complete As Per Technical Specification. , Providing And Inserting Nipples With Approved Fixing Compound After Drilling Holes For Grouting As Per Technical Specifications Including Subsequent Cutting/Removal And Sealing Of The Hole As Necessary Of Nipples After Completion Of Grouting With Cement/Epoxy. , Patching Of Damaged Concrete Surface With Polymer Concrete (25 Mm Nominal Thick) And Curing Compounds, Initiator And Promoter, Available In Present Formulations, To Be Applied As Per Instructions Of Manufacturer And As Approved By The Engineer. , Sealing Of Crack / Porous Concrete With Epoxy Grout By Injection Through Nipples Complete As Per Clause 2803.1. , Applying Epoxy Mortar ( 10 Mm Nominal Thick) Over Leached, Honey Combed And Spalled Concrete Surface And Exposed Steel Reinforcement Complete As Per Technical Specification . , Cleaning The Exposed Corroded Reinforcement As Well As Worn Out Concrete By Sand Blasting With Air Compressor Including All Materials, Hire Charges Of Machineries And Labour Etc. All Complete As Per Technical Specification And Direction Of The Engineer-In-Charge. , Strong Bamboo Framework (For Thatched Roofing) With 75Mm. Dia Full Bamboo Rafters Spaced At 350Mm.Centre Sand Tied With Transverse Bracings At 380Mm. Spacing(Each Bracing Consisting Of Apair Of Quarter Bamboo,One At To Pand The Other At The Bottom Of The Rafters) Fitted And Fixed In Position Complete. , Drainage Spouts In Superstructure Including Providing Drip Mouldings And Also Including Supplying, Fitting And Fixing Approved Type Of Materials Complete As Per Drawing And Technical Specification Vide Clause No. 2705 Of Mort&HS Specification For Road & Bridge Works. , Removal Of Rubbish,Earth Etc. From Theworkingsite And Disposal Of The Same Beyond The Compound, In Conformity With Themunicipal /Corporationrulesforsuchdisposal, Loadinginto Truckandcleaning The Site Inall Respect Asperdirection Of Engineer In Charge , Gst @ 18%(Cgst 9% + Sgst 9%) Of Above , Labour Welfare Cess@1%
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