Silt Clearance of Fore Bay Bhaderwah HEP

Amount

Silt clearance from canals. Inclusive of initial lead and lift ( 50m & 1.5m respectively ) 24.17.2 Wet

Shingle clearance from canals.

Weed clearance 24.19.2 From canals(including extraction of roots)

Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed: All kind of soil

Dismantling old plaster or skirting, raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 meters lead.

15mm Cement plaster on the rough side of single or half brick wall of mix: 1 : 4 ( 1 cement : 4 fine sand)

Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: Cement mortar 1:6 (1 Cement : 6 coarse sand)

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)

Dry random rubble masonry with hard stone in foundation and plinth: Without bond stone

Dry stone pitching (any thickness) excluding cost of stones On Slopes

Dumping stone excluding cost of stones on Slopes (Behind pitching)

Supplying & stacking of hard stone (for stone pitching) 22.5cm thick at site.

Grouting of stone pitching using M-10 nominal mix concrete (max. size of aggregates; 20mm nominal) @ 6.00 cum per 100 sq m on horizontal/side slopes; complete including curing.

Blacksmith 2nd class

Helper

Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying : (a) First layer of slurry of cement @ 0.488 kg/sqm mixed with with water proofing cement compound @ 0.253kg/ sqm. This layer will be allowed to air cure for 4 hours. (b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm . This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry.

Carriage of Cement to site of work through average distance of 3 KM by Mechanical / transportation including and 500 mtrs by head loads including loading unloading and stacking complete

Carriage of sand to site of work through average distance of 60 KM by Mechanical / transportation including and 500 mtrs by head loads including loading unloading and stacking complete

Carriage of stone to site of work through average distance of 1 Km by headload including loading unloading and stacking complete