Publish By: eProcure
Location: Khandar, Rajasthan
Tender Amount: Ref. Doc.
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Work Description:(1) Jungle Clearance By Scraping Of Grass And Shrubs, (2) Dag-Belling (Marking Out) To A Depth Of 5 Cm To 7.5 Cm, (3) Benching Of The Base And Depositing The Excavated Material—Including Dressing, Etc.—Complete Within An Initial Lead Of Up To 50 M And A Lift Of Up To 1.5 M, (4) Earth Excavation Work Using A Jcb Machine/Tractor Equipped With A Scraper; Including Breaking Of Clods, Sorting Out Grass, Pebbles, And Stones, And Maintaining The Section (Cross-Sectional Area)/Profile Of The Bund, Including Loading And Unloading Operations, Within An Initial Lead Of 250 M And A Lift Of Up To 3 M. [Draft Based On Chapter 5 Of Irrigation Manual, Pages 32 To 34 (Valid From 01/02/2017). Unit: 1 Cubic Meter. Machinery Work: In Hard Soil], (5) Compaction Of Earth Or Highly Weathered Strata, Performed Either Manually Or Using A Plain Roller (Density: 90% Proctor), (6) Watering Of Earth, Including The Cost Of Water Carriage, Where The Water Source Is Located Up To 1 Km Away, (7) Excavation Work—Including Loading, Unloading, Disposal, And Dressing Of The Excavated Earth—Within An Initial Lead Of 50 M And A Lift Of Up To 1.5 M; Including The Dressing Of The Excavated Area And Dewatering Wherever Required, Complete In All Respects (Applicable To Hard/Dense Soil), (8) Dry Stone Pitching Using Dressed Stones Of 15 To 30 Cm Thickness, Including All Lifts And The Supply Of Materials, Etc., (9) Stone Masonry (Radda-Dhoka Style) In Foundations And Plinths, Executed Either In Mortar Or As Dry Stone Masonry (Without Mortar). Dry Stone Masonry. (10) Earth Excavation For Foundations, Trenches, And Drains Up To A Depth Of 1.5 Meters; Including Ramming The Bed, Watering, Dressing The Sides, Removing Excavated Soil, Backfilling Voids With Earth After The Foundation Is Laid, And Disposing Of Surplus Soil Up To A Distance Of 50 Meters. (Applicable In Hard, Clayey, Or Gravelly Soil). (11) Laying Cement Concrete (1 Part Cement : 4 Parts Sand : 8 Parts Stone Aggregate) With A Nominal Aggregate Size Of 40 Mm In Foundations; Including Ramming, Curing, Etc. (12) Laying Cement Concrete (1 Part Cement : 2 Parts Sand : 4 Parts Stone Aggregate) With A Nominal Aggregate Size Of 12 Mm; Including Ramming, Curing, Etc. (13) Providing And Fixing Centering/Shuttering (Formwork And Bracing) For Casting Rcc Roofs, Slabs, Sunshades (Chajjas), Lintels, Etc., Up To A Height Of 4.5 Meters; Including Removal, Etc., As Per Specific Specifications. (Steel Shuttering). (14) Work Involving The Laying/Installation Of Rcc (Reinforced Cement Concrete) Np3 Hume Pipes In A Single Row—With The Necessary Gradient—Using 1:2 Cement Mortar, For The Construction Of Culverts/Small Bridges; Including Collars. (Excluding Earth Excavation, Concrete Work, And Masonry Work). (For 450/500 Mm Diameter Pipes). (15) Applying A Coating Of Enamel Paint In 3 Coats To Achieve A Uniform Finish/Shade; Including Surface Preparation On New Or Existing Structures. (Applicable To New Works). (16) Lettering Using Black Japan Paint Of An Approved Brand And Manufacture.
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