Construction of Compound Wall from in front of Type-V Quarter Navin Nagar Diglipur Under Diglipur Division

Amount

Earth work in excavation by mechanical means( Hydraulic Excavator) manual means in foundation trenches or drains (not exceeding 1.5 mtr.in width or 10 sqm on plan) including dressing of sides and ramming of bottoms lift upto 1.5 mtr. including getting out the excavated soil and disposal of surplus excavated soil as directed with in a lead of 50 mtrs.

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 :

1:4:8 (1 Cement : 4 coarse sand ( zone-III) derived from natural source: 8 graded stone aggregate 40 mm nominal size derived from natural sources.

Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level :

1:1½:3 (1 Cement : 1.5 coarse sand ( zone-III) derived from natural source: 3 graded stone aggregate 20 mm nominal size derived from natural sources. Footing, short column & plinth beam

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. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement :

1:1½:3 (1 Cement : 1.5 coarse sand ( zone-III) derived from natural source: 3 graded stone aggregate 20 mm nominal size derived from natural sources. Copying beam and column

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.

for coloumn jally(12mm dia 15 cm c/c) coping beam(10 mm dia ) coloumn (12 mm dia) plinth beam(10 mm dia ) stirrups for coloumn (08 mm 15 cm c/c) stirrups for plinth beam stirrups for coping beam

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

Foundations, footings, bases of columns, etc. for mass concrete.

Lintels, beams, plinth beams, girders, bressumers and cantilevers & plinth beam

Columns, Pillars, Piers, Abutments, Posts and Struts.

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

Providing and fixing up to floor five level precast cement concrete hollow block including hoisting and setting in position with cement mortar 1:3 (1 cement : 3 coarse sand), cost of required centering, shuttering complete.

1:1½:3 (1 Cement : 1.5 coarse sand ( zone-III) derived from natural source: 3 graded stone aggregate 20 mm nominal size derived from natural sources. for wall

12 mm cement plaster of mix :

1:4 (1 cement : 4 fine sand) coping beam

P L PALANIVELU

MANOJ PAUL

SMTI. SULATA BAROI

A J ENTERPRISES