Canal Regulation and Patrolling Canal system of Kalisil dam P.S Sapotra distt. Karauli.

Providing and laying cement concrete coping in (1:2:4) with maximum size of crusher broken aggregate upto 20 mm including shuttering etc. with all leads of material complete in all respect in thickness of: 75 mm

Supplying of well stitched earth filled bags of capacity, weigh not less than 40 kg per bag at site etc. complete. Plastic bag

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).

Regulation & patrolling of Feeder/ Main / Branch/ Distributory and Minor canals of canal irrigation projects with their own conveyance system (Two Wheeler with POL) and mobile (with recharge pack) for communicating with site incharge or control room. including Jute rassi, Torch, Fawda etc. all T&P required for regulation. Canal Having Discharge capacity 100 cusec to 500 cusec

Cost of Diesel

Inspection Vehicles with driver such as Car/Jeep/Bolero or equivalent Model not older than 3 years (Two wheel drive) for offices having a city (Municipal limit of town as their jurisdiction) up to 1500 km per month including POL but excluding GST

Hydraulic excavator/ loader like JCB/ Poclain, Hitachi etc. with all accessories (for actual site working, idle period) having bucket capacity above 0.40 & upto 0.75 cum

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 Hard soil mixed with Kankar / boulders, Morrum

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) Deduct in item no 16 (a) to (d) above if Standard Proctor s density to be achived is at least 90%

Compaction of earth or highly weathered strataBy manually or plain roller. (density 90% of Proctor)

Watering of earth including cost of carriage of water when source of water is up to 1 Km

Random rubble stone masonry (using R. R. stones where 75 % stones to be not less than 15 cm in size in any direction and weighing not less than 23 kg.) for foundation including curing with all leads of all construction materials including curing etc. complete. In cement sand mortar 1:5

Random rubble stone masonry (using R. R. stones where 75 % stones to be not less than 15 cm in size in any direction and weighing not less than 23 kg.) for foundation including curing with all leads of all construction materials including curing etc. complete. In cement sand mortar 1:5 Masonry work in superstructure

Plaster in cement sand mortar 1:4 including racking of joints, smooth finishing & curing etc. complete including all leads of all construction materials of thickness: 20 mm

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 40 mm