Water Resources Department Tender

5.2 PART A EARTH WORK IN EXCAVATION 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. 5.2.2 Hard rock not requiring blasting

5.2 PART A EARTH WORK IN EXCAVATION 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. 5.2.3 Phylite and other hard rock requiring nominal blasting

5.2 PART A EARTH WORK IN EXCAVATION 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. 5.2.4 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.

11.12 Preparation of foundation of structure including removal of all loose stones, silt and final washing. 11.12.1 By manual labour

9.8 CONCRETE WORK 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 excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto 9.8.3 40 mm

Centering and shuttering for piers, galleries, barrels, intake well, sluice well upto 3.0m height from base/floor level (To achieve F2 finish)

10.1 Side shuttering including propping etc. complete (to achieve finish F 2 for : 10.1.2 Top or intermediate bed plates, in between masonry or piers, abutments sluice wells etc.

10.9.2 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. 10.9.2.2 Tor or ribbed bars (IS :1786-1985)

9.11.2 CONCRETE WORK Nominal mix of Plain Cement Concrete well mixed and laid in position using 20% max permissible limit of plums above 160 mm and up to 450mm, including curing and finishing etc including all leads of all construction materials complete in all respect with well graded crusher broken stone aggregate. The plums shall be distributed evenly and shall be not closer than 150 mm from the surface. PCC Nominal Mix 1:3:6 with Plum 9.11.2.2 Max size of Aggregate 40 mm,

9.7 CONCRETE WORK Providing and Laying in position of Cement concrete Nominal mix (1:2:4) 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 excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto 9.7.4 20 mm

9.2 CONCRETE WORK 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) 9.2.4 20 mm

Design, Drawing, fabrication, supply, erection, testing and commissioning of Radial gate consisting of skin plate, stiffeners, horizontal girders, sector arms, trunnion assemblies, tie beam, pulley supports, bracings, rubber seals, clamp plates etc., with all accessories as per relevant IS code for radial gates including cost of all materials, machinery, labour, cutting, bending, aligning, anchoring, welding, finishing, cleaning, tools and tackles, applying two coat of zinc rich epoxy primer to give dry film thickness of 70+-5 microns and finish coat (two coats) of solvent less coal tar epoxy paint using airless spray to provide dry film thickness of 150+-5 microns per coat thus total dry film thickness of all coats, including primer coating, should not be less than 350 microns., seal fixing etc., complete as per specifications and approved drawings complete, including packing and forwarding, transportation charges for structural steel components and other materials.

11.1.1 Drilling holes of 35 mm diameter for anchor rods. 11.1.1.1 i) Upto 1.50 m. depth

11.1 Drilling holes of 35 mm diameter for anchor rods. Labour charges for Fixing of anchor bars in neat cement grout including cost of cement and curing etc. complete

11.1 Drilling holes of 35 mm diameter for anchor rods. Supply of Tor steel anchor bars of required diameter, length and shape at site of work complete.

9.6 CONCRETE WORK 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 excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto; 9.6.4 20 mm

9.13 CONCRETE WORK Add extra over item No. 1 to 7 9.13.1.24 Add extra over item no. 9.6.4 For each subsequent height of 3.0 meter or part thereof above initial lift of 5.0 m from ground level. (upward and downward)

9.13 CONCRETE WORK Add extra over item No. 1 to 7 9.13.1 Add extra over item 9.1 to 9.7 for each subsequent height of 3.0m or part thereof above initial lift of 5.0m from ground level. (Upward and downward)