CONSTRUCTION OF APPROACH ROAD TO NEW BUS STAND AT CHENANI.

Approach Road Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge.All kinds of soil :

Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge.All kinds of soil :

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: 1 meter from cutting edgeAll 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)

Supplying and stacking at site Graded crushed stone aggregate of size 63 mm to 45 mm.

Supplying and stacking at site Graded crushed stone aggregate of size 53 mm to 22.4 mm

Supplying and stacking at site Stone screening of size 13.2 mm / 11.2 mm nominal size (Type A/ B)

Supplying and stacking at site Crusher stone dust

Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening /binding material to fill up interstices of coarse aggregate, watering and compacting to the required density.

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: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) with 20% plum.

Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases of columns for mass concrete.

Providing and laying non-pressure of specified class R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete. Non-pressure NP-3 class (Medium duty) R.C.C. pipes 1000 mm dia. R.C.C. pipe (laying by manual/mechanical means) (including all leads / lifts carriages complete)

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

Carriage 0f material by mechanical transport including loading ,unloading and stacking completed sand for average lead of 80 kms.

Carriage 0f material by mechanical transport including loading ,unloading and stacking completed stone aggregate below 40mm for average lead of 35 kms.

Carriage 0f material by mechanical transport including loading ,unloading and stacking completed stone aggregate above 40mm for average lead of 35 kms.

Carriage 0f material by mechanical transport including loading ,unloading and stacking completed stone for average lead of 10 kms.

Retaining Wall Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge.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: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering , all works upto plinth level ( 1 : 2 : 4)1 cement 2 coasre sand 4 stone aggregate grade , with 20mm nominal size . crushed

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 etcupto floor V level, including curing but excluding the cost of centring, shuttering and finishing with. 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

Dry random rubble masonry with hard stone in foundation and plinth: With bond stone. Nallah

Dumping stones filling behind R/wall including supply of stones in horizontal on level.

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.

Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases of columns for mass concrete.

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

Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete

12mm Cement plaster of mix: 1 : 6 ( 1 cement : 6 fine sand)

Carriage 0f material by mechanical transport including loading ,unloading and stacking completed stone aggregate above 40mm for average lead of 35 kms.

Carriage 0f material by mechanical transport including loading ,unloading and stacking completed stone aggregate below 40mm for average lead of 35 kms.

Carriage 0f material by mechanical transport including loading ,unloading and stacking completed stone for average lead of 10 kms.

Carriage 0f material by mechanical transport including loading ,unloading and stacking completed sand for average lead of 80 kms.

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