Internal Slope Stabilization work between Km 20.000 to Km 20.510 of Meja Jirgo Link Canal

Earth work Excavation in sand stone, lime stone or other soft rock by pick axex but not required blasting for removing overburden including lift upto 3.5m & lead upto 30m with didosal of excavated boulders as per direction of Engineer In Charge.

Carriage of excavated boulders/material by truck or tractor trolley or any other power transport for a lead upto 1.0 Km with proper completion of work as per the direction of Engineer In Charge

Removing boulder from canal bed which have fallen during overburden removal from right bank up to a lead of 2.00 km by truck or tractor trolley or any other power transport with proper completion of work as per the direction of Engineer In Charge

Earth work in excavation for lining work in sand stone, lime stone or other soft rock by pick axex but not required blasting for slope Lining including all lift upto 1.5m and lead upto 2.00 km by truck or tractor trolley or any other power transport , with proper completion of work As per the direction of Engineer In Charge.

Earth work in excavation in hard soil mixed with boulder for Ramp formation including all lead & lift (210 mtr lead and 4.50 mtr lift) with proper completion of work.

Earth work excavation for making protection wall in hard soil mixed with boulder in foundation including all lead & lift with proper completion of work.

Drilling 35 mm dia holes upto 5 M deep @ 1.5M C/C both way in staggered form including all lead and lift, labour and T&P etc, with proper completion of work & as per the direcrion of Engineer-In- Charge.

Drilling 50 mm dia drainage holes upto 5 M deep @ 3.65M C/C both way in staggered form including all lead and lift, labour and T&P etc, with proper completion of work & as per the direcrion of Engineer-In- Charge.

Furnishing and installing 25mm dia bar in rock bolt upto 5 M deep in drill hole including installation of MS Plate of Size 100x100xx6 mm ,Nut of 25 mm NB , threading of projected portion and including all lead and lift, labour and T&P etc, with proper completion of work & as per the direcrion of Engineer-In- Charge.

Furnishing and installing 40 mm dia perforated CPVC pipe and pipe fittings in grout / drainage holes including all lead and lift, labour and T&P etc, with proper completion of work & as per the direcrion of Engineer-In- Charge

Providing and Fixing of Welded wire mess ( size100 mm x100 mm, with 3.00 mm dia GI wire) including all lead and lift, labour and T&P etc, with proper completion of work & as per the direcrion of Engineer-In- Charge.

Shotcreting on surfaces average 20 cm thick having Volumetric composition of 1: 3 : 1 (Cement:sand:Coarse Aggregate) including cost of admixture and shotcreting Machine including all lead and lift, labour and T&P etc as per the IS 9012-1978 (reaffirmed 2002)specifications, with proper completion of work & as per the direcrion of Engineer-In- Charge.

Preparation of sub grade before laying of lining excluding cost of earth work.

Centering and shuttering for C.C. work including cost of all materials, labour T&P etc. required for proper completion of work.

Providing and Laying C.C. M-15 (1:2:4) in sleepers, cut off, safety,levelling Course and Coping with cement coarse sand of FM more than 2.0 and crushed hard stone grit of size 4.75 to 20 mm including cost of materials, labours, T& P etc. required for proper completion of work. but excluding cost of centering and shuttering in construction of different part of structure.

Painting on top of sleeper with two coats of bitumen (Blown Type petroleum bitumen of 85/25 grade) including cost of materials, fuel for heating labour, T & P etc. required for proper completion of work & as per the direcrion of Engineer-In- Charge.

Providing and laying Coarse sand for filling as per Drawing and in cutting section including cost of all materials, labour charges & T&P etc & as per the direcrion of Engineer-In- Charge.

Supplying and laying of 150 micron LDPE film in side slope before laying of concrete in lining including cost of all material, labour, T & P etc. required for proper completion of work.

Providing & laying 150mm wide & 6 mm thick PVC water stop seal at panel joints including cost of all material, labour, T&P etc. required for proper completion of work. /RM & as per the direcrion of Engineer-In- Charge.

Providing and laying C.C. M-15 (1:2:4) 100 mm. thick CC lining with coarse sand of FM. not less than 2.0 and 4.75 mm to 20. mm size graded hard stone grit with cost of material, all lead and lift, labour, T&P etc. required for proper completion of work & as per the direcrion of Engineer-In- Charge. .

Making construction groove in lined concrete surface as per drawing including painting with sealing primer on joint and filling groove with sealing compound including cost of all materials, fuel for heating labour, T & P etc. required for proper completion of work & as per the direcrion of Engineer-In- Charge. .

Laying C.C. 1:3:6 with 1 cement :3 sand, 6 stone ballast size 20 to 40 mm including all cost of material labour T&P etc., all lead and lift Complete& as per the direcrion of Engineer-In- Charge.

C.R. stone (Khanda) masonary with 1:3 cement, coarse sand mortor including cost of all material, labour and T&P etc. including all lead and lift for proper completion of work & as per the direcrion of Engineer-In- Charge.

Deep Struck Cement pointing in 1:2 CM in stone masonry including cost of all materials, all lead & lift, T&P etc required for proper completion of work & as per the direcrion of Engineer-In- Charge. .

Dewatering of surface water in the internal section of canal with 5 hp pump including cost of all material, labour, T&P etc. required for proper completion of work

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