Water Resources Department Tender

Excavation including loading unloading disposal and dressing of excavated rock within initial lead of 50m and lift upto 1.5m in dry or moist including dressing of excavated area, de-watering wherever required complete in all respect.Hard rock not requiring blasting

Excavation including loading unloading disposal and dressing of excavated rock within initial lead of 50m and lift upto 1.5m in dry or moist including dressing of excavated area, de-watering wherever required complete in all respect.Phylite and other hard rock requiring nominal blasting

Excavation including loading unloading disposal and dressing of excavated rock within initial lead of 50m and lift upto 1.5m in dry or moist including dressing of excavated area, de-watering wherever required complete in all respect. Hard rock (dry or moist) requiring blasting (where hardness of rock is more than 2) including disposal of excavated material in the designated spoil bank / embankment, dressing of excavated material and dewatering with all leads and lifts of excavation and disposal. The contractor is free to use the usable excavated stone else where for which any transition expenditure and royalties, tax etc if required to be paid then it will be liability of contractor as the cost of usable stone has already been deducted from the rate.

Preparation of foundation of structure including removal of all loose stones, silt and final washing. By manual labour

Drilling holes of 35 mm diameter for anchor rods.Upto 1.50 m. depth

Labour charges for Fixing of anchor bars in neat cement grout including cost of cement and curing etc. complete

Supply of Tor steel anchor bars of required diameter, length and shape at site of work complete.

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 excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto; (For mix design Cement content considered 320 kg/ cum of concrete) 40 mm 9.41.2 AS PER NOTE NO 18.2 Add extra with the permission of Superintending Engineer, Rs 175.00 per cum of concrete if computerised mobile transit mixer (i.e Fiori) is used.

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.

Supplying of M.S. reionforcement 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 :1786-1985)

Providing and Laying in position of Cement concrete Design mix M-20 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 excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto; (For mix design Cement content considered 400 kg/ cum of concrete) 20 mm 9.41.2 AS PER NOTE NO 18.2 Add extra with the permission of Superintending Engineer, Rs 175.00 per cum of concrete if computerised mobile transit mixer (i.e Fiori) is used.

Extra labour charges for RCC due to obstruction in laying and placing the reinforced cement concrete due to reinforcement. Columns, slabs, cantilevers projections staircases, lintels, beams, chajjas, Retaining walls, piers, abutments, galleries, arch covers, bed plates, sluice capstan bases etc.

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 Proctor s 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 ( Km) 5.10.2 Extra lead over item code 5.1.1 to 5.8.3 of excavated material.Add extra over item code 5.10.1 for lead beyond 250m and upto 750m (for average 1/2Km). 5.10.2 Extra lead over item code 5.1.1 to 5.8.3 of excavated material.Add extra over item code 5.10.1 for lead beyond 250m and upto 750m (for average 1/2Km). 5.10.2 Extra lead over item code 5.1.1 to 5.8.3 of excavated material.Add extra over item code 5.10.1 for lead beyond 250m and upto 750m (for average 1/2Km). 5.10.2 Extra lead over item code 5.1.1 to 5.8.3 of excavated material.Add extra over item code 5.10.1 for lead beyond 250m and upto 750m (for average 1/2Km). 5.10.2 Extra lead over item code 5.1.1 to 5.8.3 of excavated material.Add extra over item code 5.10.1 for lead beyond 250m and upto 750m (for average 1/2Km). 5.10.2 Extra lead over item code 5.1.1 to 5.8.3 of excavated material.Add extra over item code 5.10.1 for lead beyond 250m and upto 750m (for average 1/2Km). 5.10.2 Extra lead over item code 5.1.1 to 5.8.3 of excavated material.Add extra over item code 5.10.1 for lead beyond 250m and upto 750m (for average 1/2Km). 5.10.2 Extra lead over item code 5.1.1 to 5.8.3 of excavated material.Add extra over item code 5.10.1 for lead beyond 250m and upto 750m (for average 1/2Km). 5.10.2 Extra lead over item code 5.1.1 to 5.8.3 of excavated material.Add extra over item code 5.10.1 for lead beyond 250m and upto 750m (for average 1/2Km). 5.10.4.1 Extra lead over item code 5.1.1 to 5.8.3 of excavated material. Add extra for each subsequent lead of 1 km or part there of beyond 5 Km 5.10.4.1 Extra lead over item code 5.1.1 to 5.8.3 of excavated material. Add extra for each subsequent lead of 1 km or part there of beyond 5 Km

Labour charges including watering for puddle work to obtain minimum dry density as 90 % of M.D.D.

Add extra over items of cement plaster/ cement concrete/cc.lining/cc flooring or RCC for providing and mixing Polypropylene fibres as per IS 16481:2016 or latest revision, 6/12 mm long @ 0.25% (125 gram per 50 kg of cement) or in ratio of as specified by manufacturer specification and direction of Engineer in charge with all leads and lifts.