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Tender For Renovation Of Mermachah Talab Tehsil Atru District Baran - Cutting & Clearance Of Jungle, Bushes, Shrubs Ankra/Ipomoea, Juliflora Typna Etc. On Canal And Bunds In Dry/Moist/Slushy Conditions Including Disposal As Per Instructions Of The Enginee, baran-Rajasthan

Water Resources Department has published Tender For Renovation Of Mermachah Talab Tehsil Atru District Baran - Cutting & Clearance Of Jungle, Bushes, Shrubs Ankra/Ipomoea, Juliflora Typna Etc. On Canal And Bunds In Dry/Moist/Slushy Conditions Including Disposal As Per Instructions Of The Enginee. Submission Date for this Tender is 12-08-2025. Lake Development Tenders in baran Rajasthan. Bidders can get complete Tender details and download the document.




Tender Notice

50360724
Tender For Renovation Of Mermachah Talab Tehsil Atru District Baran - Cutting & Clearance Of Jungle, Bushes, Shrubs Ankra/Ipomoea, Juliflora Typna Etc. On Canal And Bunds In Dry/Moist/Slushy Conditions Including Disposal As Per Instructions Of The Enginee
Tender
Indian
Rajasthan
Baran
12-08-2025

Tender Documents

Tender Details

Renovation Of Mermachah Talab Tehsil Atru District Baran - Cutting & clearance of jungle, bushes, shrubs Ankra/Ipomoea, Juliflora typna etc. on canal and bunds in dry/moist/slushy conditions including disposal as per instructions of the Engineer-in-charge. Cost of wood has been deducted from rates and thus will be property of contractor after cutting Ordinary 2 Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m including dressing of excavated area and dewatering wherever required complete in all respect Hard soil mixed with Kankar / boulders, Morrum 3 Earth work in rough (borrow area) excavation for embankments in hard soil, morrum or highly weathered strata dry or moist, including laying in 20 cm layers (before compaction) and breaking of clods, sorting of grass, pebbles etc. and dressing when compacted by vibro compactor, vibro sheep foot roller, sheep foot roller/pneumatic tyred roller to obtain dry density of at least 98% of Standard Proctors density with initial lift of 1.5m (Excluding charges for compaction and watering) including loading and un-loading wherever required complete in all respect. (a) With initial lead of 250 mDeduct in item no 5.16.1 to 5.16.4 above if Standard Proctors density to be achieved is at least 95% 4 Compaction of earth or highly weathered strata By mechanical equipment such as sheep foot roller/ pneumatic tyred roller /vibro compactor / vibro sheep foot compactor required as per site condition to obtain dry density of. (i) at least 95% of Standard Proctors density 5 Watering of earth including cost of carriage of water when source of water is up to 1 Km 6 Re-handling of excavated material including loading unloading and dressing within initial lead of 50 m and lift of 1.5m with cost of dewatering wherever required and all applicable taxes and levies etc. complete in all respect Earth / Soil 7 Supplying and laying quarry spalls properly graded but not more than 10cm in size with spreading in required profile including all leads & lifts 8 Supplying stone, spall and laying Rip rap in required profile properly hand packed using stone of specified size including all lead & lifts (a) 23 cm thickness (plus minus5 % thickness tolerance) 9 Supplying and laying sand of grade as per design requirement in required profile including all lead & lifts.This item is to be used only for laying filter / inverted filter 10 Supplying and laying aggregate in layers and profile as specified including all leads & lifts. This item is to be used only for laying filter / inverted filter Broken ballast 20 to 40 mm size 11 If required as per site,add extra over rate of concrete work with the permission of Superintending Engineer, Rs 175.00 per cum of concrete if computerised mobile transit mixer (i.e Fiori) is used. 12 Providing and Laying in position of Cement concrete Nominal mix (1:3:6) including leads of all construction materials, curing, compaction and finishing with rendering in cement sand mortar 1:3 (1 cement : 3 coarse sand) and making good the joints excludingthe cost of centering, shuttering and reinforcement. Well graded crusherbroken stone aggregate of maximum size upto 40 mm 13 Providing and Laying in position of Cement concrete Design mix M-15 including leads of all construction materials, plasticizers (if required), curing, compaction and finishing with rendering in cement sand mortar 1:3(1 cement : 3 coarse sand) and making good the joints excludingthe cost of centering, shuttering and reinforcement. Well graded crusherbroken stone aggregate of maximum size upto; (For mix design Cement content considered 320 kg/ cum of concrete) 20 mm 14 Side shuttering including propping etc. complete (to achieve finish F 2 for Retaining wall, counterfort, abutment, wing walls up stream or down- stream slope facings of dams and open faces of construction joints etc. 15 Supplying of M.S. reinforcement including labour charges for bending binding and placing in position all reinforcement as per drawing including cost of binding wire and all leads and lifts using. Tor or ribbed bars (IS :1786) 16 Extra labour charges for RCC due to obstruction in laying and placing the reinforced cement concrete due to reinforcement. In foundation rafts, beams, columns bases stilling basins, buckets, aprons etc. (non suspended horizontally laid mass concrete)

Key Value

Document Fees
INR 5000 /-
EMD
INR 321670.0 /-
Tender Value
INR 1.60 Crore /-

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