Constructing Compound Wall Around 2100 Sq.mt Land Alloted For Playground At Childern Home For Boys ,Jaleshwar paldi, Ta Dist.Patan

NAME OF WORK :- Constructing Compound Wall Around 2100 Sq.mt Land Alloted For Playground

At Childern Home For Boys , Jaleshwar paldi

BILL OF QUANTITY

Quantities Rate Total amount

Quantities Rate Total amount

It Rs. In In Words according to

but may Item of Work Unit

No. Figures. estimated

1 94.70 Excavation for foundation upto 1.5 m. depth 212.52 Cu.M.

incl. sorting out stacking of seful materials and

disposing off the excavated stuff upto 50mt

lead.(A) Loose or soft soil

2 13.40 Providing and laying cement concrete 1:4:8 (1 2789.94 Cu.M.

cement :4 Coarse sand :8 crushed stone

aggregate 40 mm. nominal size)

(A) Foundation and Plinth

3 34.07 Brick work using common burnt clay building 3585.28 Cu.M.

bricks having crushing strength not less than

35 kg/ sq. C.M. In foundation and plinth in

cement mortar 1:8( 1cement : 8 fine sand) (B)

4 51.60 Brick work using common burnt clay building 3880.42 Cu.M.

bricks having crushing strength not less than

35 kg/ sq. C.M. In cement mortar 1:8 (

1cement : 8 fine sand) in super structure (C)

5 10.45 Providing and laying cement concrete 1:3:6 (1 3909.60 Cu.M.

cement : 3 coarse sand : 6 crushed stone

aggregates 20 mm nominal size) and curing

complete including cost of form work in (A)

Wall caps/copings.

6 16.66 Provdg & laying cement concrete 1:1.5:3 4234.33 Cu.M.

(1cement : 1.5 coarse sand :3 graded stone

aggregated 20 mm nominal size) and curing

complete excluding cost of form work and

reinforcement for reinforced concrete work in

(A) Foundation, footings, of columns and mass

7 187.39 Providing Formwork Of ordinary timber 190.74 Sq.M.

planking So as to Give a rough finish including

centering shuttering Stutting and propping

etc.(A) Foundations Footing Bases Of Column

8 3694.88 Providing TMT bars FE 500D Reinforcement 77.29 Kg

for R.C.C. works including, bending, binding

and placing in position complete upto floor

9 4.35 Providing & laying Ordinary cement concrete 12705.56 Cu.M.

1:1.5:3 (1cement : 1.5 coarse sand 3 graded

stone aggragate 20 mm nominal size) and

finishing the smooth with curing etc. complete

including the cost of formwok but excluding the

cost of reinforcement for RCC work in (II)

COLUMNS (i) Having cross sectional area

10 30.56 Filling Available Excavated earth (excluding 137.47 Cu.M.

Rock) in Trenches,Sides Of Foundation etc. in

layers not exceeding 20 cm in depth

consolidation each diposited layer by ramming

11 711.93 20 mm thick sand faced cement plaster on 330.72 Sq.M.

walls upto height 10 meters above grouund

level consisting of 12 mm thick backing coat of

C.M.1:3 (1 Cment : 3 sand) and 8 mm thick

finishing coat of C.M.1:1 (1 Cement 1 Sand)

Watering curing etc. comple

12 711.93 Finishing wall with weather proof exteriod 122.14 Sq.M.

emulsion paint on wall surface (Two coats) to

give an required shape even shade after

thoroughly brushing the surface to reemove all

dirt and remains of loose powdered materials

13 2.72 Steel work welded in built up sections, framed 9108.48 Quintal

work including cutting, hoisting, fixing in

position and applying a priming coat of red

lead paint (A) In beams and joints channels

angles, tees, flats with connecting cleats as in

main and cross beams, hip and jack rafters,

purlins connected to common rafters and the

I / We am / are willing to carry out the work at …………….% below / above ( Should be written in figure and words )

of the tender rates mentined above Amount of my / our tender works out as under.

Tender amount Rs…………………. Tender amount Rs………………….

Add…….% above Rs…………………. Less…….% below Rs………………….

Net in words Rs……………….... Net in words Rs………………....

Signature of Contractor

Deputy Executive Engineer Executive Engineer

R & B Sub Division (P) R & B Division (P)