Construction of Chain link fencing Crate work and formation of new nursery beds

Amount

FENCING :-Excavation work in excavation by manual means for foundations, drains, pipes, cables etc. (not exceeding 1.5m in width) and for shafts wells cesspits and the like not exceeding 10 sqm on plan, depth upto 1.5 M including the disposal of excavated earth upto 1 M from the cutting edge, disposed earth to be levelled and neatly dressed in all kinds of soil.

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering- All work upto plinth level. 1:5:10 (1 cement: 5 coarse sand :10 graded stone aggregate 40mm nominal size) Crushed

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering- All work upto plinth level. 1:2:4 (1 cement: 2 coarse sand :4 graded stone aggregate 40mm nominal size) Crushed

Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm)

Supply of precast cement conc. poles of size 75mmx75mmx1800mm (including Mechanical Transport)

Erecting c.conc. Poles in position

Providing and laying Reinforced Cement Concrete 1:1.5:3 (1 cement: 1.5 coarse sand: 3 graded stone aggregate 20 mm nominal size) in suspended floors,balconies, landings and staircase having upto 15° slope. excluding cost of centering and shuttering ,all work upto floor V level

Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.

Half brick masonry with common burnt clay (non-modular) bricks of class designation 7.5 in foundations and plinth including curing in :Cement mortar 1:4 ( 1 cement : 4 coarse sand)

Extra for half Brick masonry in superstructure above plinth level upto floor V level.

Centring and shuttermg including strutting, propping etc. and removal of form for· Columns, pillars, piers, abutments, posts and struts

12mm Cement plaster of mix: 1 : 4 ( 1 cement : 4 fine sand

inishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm)

Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works

Painting with anti-corrosive bitumastic paint of approved brand and manufacture to give an even shade on new work Two or more coats.

Providing and fixing B.A plane wire 2.5mm thick. To be paid as per acutual during execution

Providing and fixing B.A chain link fabric fencing of required width in mesh size 50x50 mm made of B.A. wire of dia 3mm .To be paid as per acutual during execution including primer

Provision for writing on Board Sheet

Carriage of Sand av. 10 KM

Carriage of Bajri av. 10 KM

CRATE 20 No's (20x4x4) :-Excavation work in excavation by manual means for foundations, drains, pipes, cables etc. (not exceeding 1.5m in width) and for shafts wells cesspits and the like not exceeding 10 sqm on plan, depth upto 1.5 M including the disposal of excavated earth upto 1 M from the cutting edge, disposed earth to be levelled and neatly dressed in all kinds of soil.

Filling of stones or spawls into crates and hand packing in vertical and side slopes including supply of stones

Carriage of Stone av. Distance 5 Km MT

CRATE 41 No's (10x4x4) :-Excavation work in excavation by manual means for foundations, drains, pipes, cables etc. (not exceeding 1.5m in width) and for shafts wells cesspits and the like not exceeding 10 sqm on plan, depth upto 1.5 M including the disposal of excavated earth upto 1 M from the cutting edge, disposed earth to be levelled and neatly dressed in all kinds of soil.

Filling of stones or spawls into crates and hand packing in vertical and side slopes including supply of stones

Carriage of Stone av. Distance 5 Km MT

FORMATION OF NURSERY :-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 :

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

SUMEET SAMBYAL CONTRACTOR