Providing water facility to all the uncovered households of WSS Banali under JJM

Amount

PIPE WORK

Excavating trenches of required width for pipes, cables etc including excavation of rocks, dressing of sides ramming of bottoms depth up to 0.50 m including getting out the excavated soil and disposing of surplus soil up to 50 m lead with all kind of soil .

Providing and Fixing of 15 mm dia (L) complete with GI fittings excluding trenching and refilling etc. (External Work)

Providing and Fixing of 20 mm dia (L) complete with GI fittings excluding trenching and refilling etc. (External Work)

Providing and Fixing of 25 mm dia (L) complete with GI fittings excluding trenching and refilling etc. (External Work)

Providing and Fixing of 32 mm dia (L) complete with GI fittings excluding trenching and refilling etc. (External Work)

Providing and Fixing of 40 mm dia (L) complete with GI fittings excluding trenching and refilling etc. (External Work)

Providing and Fixing of 50 mm dia (L) complete with GI fittings excluding trenching and refilling etc. (External Work)

Fill available excavated earth (excluding rock)in trenches , Plinths, sides of foundation etc. Layers not exceeding 20 cm in depth, consolidating each deposited layer excluding ramming and watering lead up to 50 m and lift up to 1.5 M (80% quantity of earthwork)

Making connection if GI distribution branch with GI main of following size by providing and fixing TEE, including cutting and threading the pipe etc complete 15 to 40 mm nominal bore

Carriage of G.I. Pipe avg. distance 2.00 KM by Head load from stacking place to site of work

Earth work in excavation by manual means over areas (Exceeding 30 cms. And up to 1.5 M in depth, 1.5 M in width as well as 10 Sqm. On plan) including disposal of excavated earth up to 1 Mtr. From cutting edge; disposed earth to be levelled and neatly dres

Fill available excavated earth (excluding rock)in trenches , Plinths, sides of foundation etc. Layers not exceeding 20 cm in depth, consolidating each deposited layer excluding ramming and watering lead up to 50 m and lift up to 1.5 M

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering – All work up to plinth level1:4:8 (1 cement: 4 Coarse sand: 8 graded stone Agg. 40 mm nominal size) Crushed

Providing and laying in opsition specified grade of reinforced cement concrete work in walls (Any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts, and struts etc. up to floor V level excluding cost of centring, shuttering, finishing and reinforcement. 1:1.5:3 (1 cement: 1.5 Coarse sand: 3 graded stone Aggregate 20 mm nominal size)

Providing and laying in position specified grade of reinforced cement concrete excluding cost of centring, shuttering, finishing and reinforcement all work for slab 1:1.5:3 (1 cement: 1.5 Coarse sand: 3 graded stone Aggregate 20 mm nominal size

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering – All work up to plinth level1:3:6 (1 cement:3 Coarse sand:6 graded stone Agg. 20 mm nominal size) Nallah

Dumping stone including cost of stones in horizontal on level

Centring and shuttering including strutting, propping etc. and removal of form work for Foundations, footings, bases of columns for mass concrete(Mud mat, Bed slab and Drain complete

Centring and shuttering including strutting, propping etc. and removal of form work for Walling

Centring and shuttering including strutting, propping etc. and removal of form work for Suspended floors, Roofs Landings Balcony & Access Plate Form

Edges of slabs and breakes in floors and walls under 20 Cms wide

Reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically treated bars

50mm Cement concrete flooring1:2:4(1 cement:2 Coarse sand:4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry but excluding the cost of nosing of steps etc. complete.50 mm thick with 20 mm nominal size stone Aggreg

15 mm thick cement sand plaster in 1:4 mix

Steel work welded in built up section / framed work including cutting, hoisting , fixing and position and applying priming court f approved steel prompt using structural steel etc. As required in grating, frames guard bar ladders railings, brackets, gates & similar works

Supply of G.I pipe for Inlet / Outlet 50 mm dia

Carriage of Sand 10 KM from nallah to site of work by Mechanical Transport

Carriage of Stone aggregate 10 KM from crusher to site of work by Mechanical Transport

Carriage of cement by manual labour average distance 2.00 KM by head load

Carriage of steel by manual labour average distance 2.00 KM by head load

Carriage of sand/stone aggregate by manual labour average distance 2.00 Km by Head Load

Carriage of stone average distance 2.00 Km by Head Load