Tender For Removing Of Bed Piping At Km 16.20 Of Rmc. - Side Shuttering Including Propping Etc. Complete (To Achieve Finish F2 For Retaining Wall, Counter Fort, Abutment, Wing Walls Up Stream Or Down-Stream Slope Facings Of Dams And Open Faces Of Construc, kota-Rajasthan

Tender For Removing Of Bed Piping At Km 16.20 Of Rmc. - Side shuttering including propping etc. complete (to achieve finish F2 for Retaining wall, counter fort, abutment, wing walls up stream or down-stream slope facings of dams and open faces of construction joints etc. 2 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) 3 Demolishing of reinforced concrete including stacking of usable material and disposal of unuseable material within 50 m lead inclusive of de-watering wherever required. 4 Supplying of well stitched earth filled bags of capacity, weigh not less than 40 kg per bagat site etc. complete. Plastic bag 5 Labour charges for making coffer dam/ring bund (under flowing / stagnate water pool) by loading transporting earth filled cement bags dropping at required locations in water including lead up to 3 km and lift up to 8 meter from NSL complete (excluding cost of earth filled cement bags). 6 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. (c) Hard soil mixed with Kankar / boulders, Morrum 7 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.With lead beyond 250 m and up to 750 m (1/2 Km) 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 8 (Excluding charges for compaction and watering) including loading and un-loading wherever required complete in all respect.Add extra for each subsequent lead of 500m or part there of beyond ½ Km and up to 5 km 9 Labour charges including watering for puddle work to obtain minimum dry density as 90% of M.D.D. 10 Providing and Laying in position of Cement concrete Nominal mix (1:1.5:3) 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 20 mm

Sr No	CorrigendumDate	Corrigendum	CorrigendumType	NewSubmissionDate
1	22-07-2025	Corrigendum	Other	22-07-2025

INR 1000 /-

INR 19.93 Lakhs /-