Construction of 01 No. Inlet Tank at source and Providing Laying and Fixing of G.I. Pipe complete for Drinking Water facility of Water Supply Scheme Morha Lahra (Bhalra) under District Capex.

Amount

Earth work in bulk excavation by manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10Sqm on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5m, as directed by Engineer-in-Charge: All kinds of soil.

Earth work in excavation by manual means over areas for trenches drain, cables, etc (exceeding 30cm in depth, 1.5m in width as well as 10m on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5m: All kinds of soil

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

Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills, fillets etc. upto floor V level, including curing but excluding the cost of centring, shuttering and finishing with: 1: 3: 6 (1 cement: 3 coarse sand: 6 graded stone aggregate 40mm nominal size.

Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement: 1.5coarse sand: 3 graded stone aggregate 20 mm nominal size)

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

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level: Cold twisted bars

12mm Cement plaster finished with a floating coat of neat cement of mix: a) 1 : 3 (1 Cement : 3 Fine sand)

Centering and shuttering including strutting, propping etc. and removal of form for: 1) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.

2) Suspended floors, roofs, landings, balconies and access platforms.

3) Edges of slabs and breaks in floors and walls Under 20 cm wide

Labour engage for wash inlet, outlet a) Mazdoor

b) Fitter

Cover L.D. Rectangular 455x610mm with frame

Providing laying and fixing of G.I. Pipes complete with fitting excluding trenches and refilling including carriages complete job) a) G.I. Pipes 32mmØ

b) G.I. Pipes 25mmØ

c) G.I. Pipe 20mmØ

d) G.I. Pipe 15mmØ

Filling available excavated earth back into (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, by lead upto 50 m and lift upto 1.5m.

Carriage of material by mechanical transport including loading, unloading & stacking from source to road side of work avg. distance 80Km Sand and stone agg. 20mm nominal size.

Carriage of material by manual means from staking place to site of work avg. distance 05Km Sand and stone agg. 20mm nominal size .

Carriage of material by manual means from source to site of work avg. distance 05Km stone agg. 40 mm nominal size.

HAMIDULLAH BUTT

Shoket Ali Mir

IMTIAZ HUSSAIN MIR