COnstruction of retaining wall and allied civil works at 220 kv ss Dhandari Kalan

Earth work in excavation in foundations trenches etc. in all kinds of soil where Pick-Jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres.

Earth filling under floors

Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)

Centering and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc.

Cement Concrete 1:6:12 with 40mm stone aggregate

Cement Conc. 1:2:4

Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth.

Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in superstructure.

First class burnt brick work laid in cement sand mortar 1:6 in foundation and plinth.

First class burnt brick work laid in cement sand mortar 1:6 in first storey upto 4 metres above plinth level.

First class burnt brick work laid in cement sand mortar 1:5 in first storey upto 4 metres above plinth level.

Conglomerate floor 50mm thick cement

Flat brick paving laid dry over 25mm thick mud mortar grouted with sand

12.5 mm thick cement plaster 1:4

12.5 mm thick cement plaster 1:5

20 mm thick cement plaster 1:4

Cold twisted deformed (Ribbed/ Tor Steel Bar)

Providing and laying, jointing, fixing, testing ISI Marked G.I. Pipe (as per IS 1239) BClass, including cost of Specials such as tees, bends, sockets elbow etc., cutting, threading and testing in trenches in the ground complete. 40mm i/d

Providing and laying, jointing, fixing, testing ISI Marked G.I. Pipe (as per IS 1239) BClass, including cost of Specials such as tees, bends, sockets elbow etc., cutting, threading and testing in trenches in the ground complete.50mm i/d

Supply and erection of PVC insulated PVC sheathed (3 core) round flexible wire with copper conductor (FR) cable (ISI marked) confirm to IS:694/1990 left bare in pipe or casing of suitable size complete in all respect as desired by the Engineer-in-charge:Overall size 2.5sq.mm (50/0.25mm), 3Core

P.C.C. Flooring 1:5:10

Cement Slurry of cement to sand ratio 1:6 with cement content not less than 150kg per 100 Sqmt

Spreading of gravel of nominal size 20mm in 75mm thick layer

P/F ferro cement trench cover of size 2'-8"x1'-6"

P/F ferro cement trench cover of size 2'-6"x1'-9"

3 BHP 3 phase non clog pump

Landing Rates Cement

Landing Rates Steel

Landing Rates Fine sand

Landing Rates C Aggregate 13.2/12

Landing Rates C Aggregate 11.2/10

Landing Rates C.Sand

Landing Rates Stone Metal 40mm

Landing Rates Bricks