Restoration of Dys and Minors offtaking from km. 21.000 to km. 39.228 of Atarra Branch in Ken Canal System under Ken-Betwa Link Project

Earth Work in cutting for making Canal section in all types of soil including lead upto 30.00 m, lift upto 1.50 m and disposal of surplus earth to spoil banks with manual compaction & dressing to profile required for proper completion of work including cost of all labour, T&P etc.

Earth Work in filling for making Canal Section from earth borrowed from Private Land with lead upto 1.00 km by power transport and lift up to 1.50 m with manual compaction & dressing to profile required for proper completion of work including cost of all labour, T&P etc.

Excavation of foundation in all types of soil including lead upto 30.00 m and lift up to 1.50 m including filling, watering, ramming, of excavated earth into the trenches or upto the space and sides of the foundation trenches or into the plinth and removal and disposal of surplus earth as directed by Engineer-in-charge upto a distance of 30.00 m from the foundation trenches including cost of all labour, T&P etc.

Earth Work in filling for making Diversion/Approach Road/Ramp with carriage upto 1.00 km by power transport and lift up to 1.50 m manual compaction & dressing to profile required for proper completion of work including cost of all labour, T&P etc.

Centering & shuttering for C.C. work in different parts of structures with all leads & lifts required for proper completion of work including cost of all materials and scaffolding, labour, T&P etc

Centering & shuttering for R.C.C. work in different parts of structures with all leads & lifts required for proper completion of work including cost of all materials and scaffolding, labour, T&P etc.

Cutting Bending Binding and placing TMT steel bars for reinforcement with cost of binding wire in all structures required for proper completion of work including cost of all materials, labour, T&P etc.

Filling/Laying Local Sand in Bed & Side slope required for proper completion of work including cost of all material, labour, T&P etc.

Laying C.C A40, M-10 in foundation of all structures with cement, coarse sand of F.M. not less than 2.0 and hard stone ballast (20 - 40 mm size) including lead upto 60.00 m, lift upto 3.00 m, mechanical mixing & mechanical vibration but excluding cost of centering and shuttering required for proper completion of work, including cost of all material, labour, T&P and transportation of concrete to work site.

Laying C.C. A20, M-15 with cement, coarse sand of F.M. not less than 2.0 and crushed stone grit 4.75 mm to 20 mm size including lead upto 60.00 m, lift upto 3.00 m, mechanical mixing & mechanical vibration but excluding cost of centering and shuttering required for proper completion of work including cost of all material, labour, T&P and transportation of concrete to work site.

Laying C.C. A20, M-20 with cement, coarse sand of F.M. not less than 2.0 and crushed stone grit 4.75 mm to 20 mm size including lead upto 60.00 m, lift upto 3.00 m, mechanical mixing & mechanical vibration but excluding cost of centering and shuttering required for proper completion of work including cost of all material, labour, T&P and transportation of concrete to work site.

Laying R.C.C. A20, M-20 with cement, coarse sand of F.M. not less than 2.0 and crushed stone grit 4.75 mm to 20 mm size including lead upto 60.00 m, lift upto 3.00 m, mechanical mixing & mechanical vibration but excluding cost of centering and shuttering required for proper completion of work including cost of all material, labour, T&P and transportation of concrete to work site.

Laying C.C. A20, M-25 with cement, coarse sand of F.M. not less than 2.0 and crushed stone grit 4.75 mm to 20 mm size including lead upto 60.00 m, lift upto 3.00 m, mechanical mixing & mechanical vibration but excluding cost of centering and shuttering required for proper completion of work including cost of all material, labour, T&P and transportation of concrete to work site.

Laying R.C.C. A20, M-25 with cement, coarse sand of F.M. not less than 2.0 and crushed stone grit 4.75 mm to 20 mm size including lead upto 60.00 m, lift upto 3.00 m, mechanical mixing & mechanical vibration but excluding cost of centering and shuttering required for proper completion of work including cost of all material, labour, T&P and transportation of concrete to work site.

Laying C.C. A20, M-30 with cement, coarse sand of F.M. not less than 2.0 and crushed stone grit 4.75mm to 20mm size including lead upto 60.0m, lift upto 3.0 m, mechanical mixing & mechanical vibration but excluding cost of centering and shuttering required for proper completion of work including cost of all material T. & P., labour etc. per Cum

Dewatering with all cost of Power/P.O.L, machines, pumps, well point system and operator with boring, assembling and dismantling of equipments etc. required for completion of work.

S/F Drainage spout pipe 100 mm dia required for proper completion of work including cost of all materials, labour, T& P etc.

Supplying and fixing 1200 mm dia NP-3 hume pipe required for proper completion of work including cost of all materials, labour, T&P etc.

Providing, laying, Jointing & field testing of High Density Polyethylene pipes, (HDPE) PE100 PN6 confirming to IS 4984/ 14151/ 12786/ 13488 with necessary jointing of pipes by electro fusion / butt welding process .with all leads and lifts etc. complete/RM.

110 mm dia pipe

160 mm dia pipe

Brick work in 1:4 cement mortar with 1st Class Brick, coarse sand of F.M. not less than 2.0 required for proper completion of work including cost of all materials, labour, T&P etc.

Cement plaster 12.50 mm thick in 1:4 Cement Sand mortar required for proper completion of work including cost of all material T. & P., labour etc. per Sqm.

Providing & Laying R.C.R. 1 : 4 Cement Sand Mortar required for proper completion of work including cost of all materials, labour, T&P etc.

Struck Raised Pointing on stone masonry in C.M. 1 : 2 required for proper completion of work including cost of all material T&P, labour etc.

Struck Deep Pointing on Brick masonry in C.M. 1 : 2 required for proper completion of work including cost of all materials, labour, T&P etc.

Filling/Laying Coarse sand as a filter material required for proper completion of work including cost of all materials, labour, T&P etc.

Laying stone grit 10-20 mm gauge as a filter material required for proper completion of work including cost of all materials, labour, T&P etc.

Supply & laying of stone grit 20-40 mm gauge as a filter material required for proper completion of work including cost of all materials, labour, T&P etc.

Providing & Laying Boulder Apron for Bed protection with stone boulder required for proper completion of work including cost of all materials, labour, T&P etc.

Preparation of Subgrade required for proper completion of work including cost of all materials, labour, T&P etc.

Filling/Laying Coarse sand as a filter material below lining required for proper completion of work including cost of all materials, labour, T&P etc.

Laying Cement plaster 12.50 mm thick in 1:6 Cement Sand mortar required for proper completion of work including cost of all materials, labour, T&P etc.

Supplying/Laying two coat Bitumen painting on sleeper top with cost of Bitumen, fuel for heating required for proper completion of work including cost of all materials, labour, T&P etc.

Supply & laying of 200 micron L.D.P.E film over plaster work required for proper completion of work including cost of all materials, labour, T&P etc.

Providing & Laying 75 mm thick C.C. lining in A20, M-20 with 4.75 mm to 20 mm hard stone grit and coarse sand of F.M. not less than 2.0 on Bed and Side Slope required for proper completion of work including cost of all materials, labour, T&P etc.

Making construction joint in lining & filling sealing compound in joint required for proper completion of work including cost of all materials, labour, T&P etc.

Demolishing Stone rubble masonry in cement mortar manually/ by mechanical means Including disposal of material within 50 metres lead as per direction of Engineer-in-charge

Demolishing R.C.C. work manually/ by mechanical means Including disposal of material within 50 metres lead as per direction of Engineer-in-charge

Earth Work in Dismantling of Diversion/Approach Road/Ramp required for proper completion of work including cost of all labour and T&P etc.

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