Construction of compound wall around plots and other plots in Vejalpur ward of South West Zone (A.R.C.)

Name of Work : Construction of compound wall around plots and other plots in

Vejalpur ward of South West Zone (A.R.C.)

Bill of Quantities

AHMEDABAD MUNICIPAL CORPORATION

SOUTH WEST ZONE ENGG.DEPARTMENT

Name of work:-Construction of compound wall at different TP plot in Vejalpur ward ward South west

Description Quantity in Rs. Unit in Rs.

1 Excavation for foundation up to 1.5 m depth including sorting out and

stacking of useful materials and disposing of the excavated stuff up to

all lead and lift. (A) Loose or soft soil 5000 115.92 cmt

a Excavation for foundation from1.5 m upto 3.0 m depth including

sorting out and stacking of useful materials and disposing of the

excavated stuff up to all lead and lift. (A)all sort of soil 4000 128.52 Cmt

2 Filling Availabe 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. Refilling

in Trenches 3750 129.10 Cu.Mt.

a Filling in foundation and plinth with murrum or selected soil in layers of

20 cm. thickness including watering ramming and consolidating etc.

completed. 280 286.20 Cmt

3 CONVEYANCE CHARGES-FOR DIFFERENT

TYPES OF MATERIALS (A) lime murrum building rubbish earth

manure or sludge & execavated rock and rubbish [Lime murrum

building rubbish]

e) Lead From 4 Km to 5 Km. 650.00 326.73 Cmt

4 Providing and laying cement concrete 1:5:10 (1- Cement : 5- fine sand

: 10- graded aggregates 40mm nominal size) and curing complete

excluding cost of formwork in (A)Foundation and Plinth 90 2457.01 CMT

5 Providing and laying controlled cement concrete M.200 and curing

complete excluding the cost of formwork and reinforcement for

reinforced concrete work in (A) Foundations, footings, Base of

columns and Mass concrete 0

(A) Foundations, footings, Base of columns and Mass concrete.. 85 3977.88 CMT

(B) Walls, from top of foundation level upto floor two level 75 4484.17 CMT

(C) Slabs, landing, shelves, Balconies Lintels, Beams, Girders and

Cantilever upto floor two level. 50 4460.36 CMT

(D) Columns, Pillars posts and struts upto floor two level. 75 4558.20 CMT

6 Providing TMT Bar FE 500 D reinforcement for R.C.C work including

bending ,Binding and Placing in Position complete upto floor two level 5700 75.46 KG

7 Providing and laying in position Ready Mixed M 200 grade concrete

for reinforced cement conctere work , using cement content as per

Design Mix manufactured in fully automatic batching plant and

transported to site of work in transit mixer for a lead up to 10 kms

having continuous agitated mixer, manufactured as per mix design of

specified grade for reinforced cement concrete work including

pumping of R.M.C. from

transit mixer to site of laying, excluding the cost of centering shuttering

finishing and reinforcement including cost of admixtures in

recommended proportions as per IS: 9103 to accelerate/ retard setting

of concrete, improve workability without impairing strength and

durability as per direction of

the Engineer - in - charge. Without Fly Ash (Min cement level as per

latest IS 456 shall be maintained) 25 4793.10 cu.m

8 Providing formwork of ordinary timber planking so as to give a rough

finish including centering shuttering strutting and propping etc. Height

of propping and centering below supporting floor to ceiling not

exceeding 4 M. and removal of the same for in situ reinforced

concrete and plain concrete work in. (A) Foundations Footings Bases

of Columns, Mass concreteetc. and Vertical surface such as walls

(any thickness) Sides and soffits of Beams /Column anc Coping Beam

and .etc.any size & depth 4000 171.68 Sq.mt

9 Brick work using common burnt clay building bricks having crushing

strength not less than 35 kg./Sq.Cm. in foundation and plinth in

Cement Mortar 1:5. (1- Cement : 5 -fine sand) (B) Conventional Brick

Work 500 4011.66 CMT

10 Extra for brick work in superstructure above plinth

level upto floor two level (B) Conventional 500 272.25 CMT

11 Providing 15mm thick cement plaster in single coat on Rough

(Similar)side of single or half brick walls for interior plastering upto

floor two level and finished even and smooth in (ii) Cement mortar

1:4(1-cement :4-sand). For Ground Floor

12 20mm thick sand faced cement plaster on walls upto height 10 metres

above ground leve consisting of 12mm thick backing coat of C.M. 1:3

(1- cement : 3-sand) and 8mm thick finishing coat of C.M. 1:1 (1-

cement : 1-sand) etc. complete

13 Providing and fixing M.S. grills of required pattern to wooden frames

of windows etc. with M.S. flats at required spacings and frame

alround, square or round bars with round headed bolts and nuts or by

screws (A) Plain Grill. 2780 100.17 Kg

14 Providing and fixing 1.20 Metre high fencing with 2.0 Metre long M.S.

Angle posts 40mm x 40mm x 6mm and oil painting 3coats fixed at

Mt ,C/c.with five Horizontan lines and two diagonals of galvanised

steel barbed wire weighting 9.38Kg. per 100 Metre ,strained and fixed

to posts with G.I,staples including fixing the posts in ground with 0.5M

x 0.5.M x 0.5M. block in C.C 1:5:10 etc complete.

15 P/F chain link fencing jali of 2.50 x 1.20 mt size consisting of 50 mm

dia MS black pipe 1.50 mt height fixed in CC 1:2:4 of size 0.15 x

x 0.30 mtr. The size of Chain link jali 54 mm x 54 mm x 12 gauge

fixed in 2.40 m x 1.20 m size frame of 35 x 35 x 5 mm size angle and

25 x 3 mm size flat patties welded with jali .The jali shall be

welded/riveted with vertical MS pipe with necessary holdfast to be

fixed at bottom in masonry wall as per instruction given .The MS pipe

MS frame MS angle and chain link painted with 1 coat of primer and

two coat of oil paint etc comp. 50 1098.21 RMT

16 Providing in line level plumb, fabricating and fixing three row

horizontal barbed wire fencing and punched tape concertina coil of

turns per meter of 610 mm diameter fixed with clips on top of the

angle iron posts. The punched tape concertina coil having sharp barbs

at every 25 mm spacing shall be 0.5 mm thick and 19 mm width and

weighting 13 Kg./100 mtr. (Average) as per manufacture's

specification. The rate shall also include providing and fixed 1.20 mt.

total long MS angle 40 x 40 x 6 mm @ 3.00 mt. c/c spacing

embedded in RCC column, angle posts shall be painted with one

coats of red oxide and two coats of enamel paint of approved quality

at top of compound wall. 350 348.21 RMT

17 Provinding and fixing chicken wire mesh of gauge 0.18 mm and

mm wide with necessary screws and nail at joints cracks of brick work

R.C.C work as per drawing and specification and direction of Engineer

incharge. 150 43.00 Sqm

18 Labour charges for writing of capital letter "AMC" in green plaster of

30 cm height,25 mm thick and 12 mm embossed as per given detail in

outside of compound wall as instructed by Engineer in charge.

19 Finishing wall with weather proof exterior emulsion paint on wall

surface (two coats) to give an required shape even shade after

thoroughly brushing the surface to remove all dirt, and remains of

loose powdered materials.etc complete.

20 White/colour washing with lime on wall surface (two coats) to give an

even shade including thoroughly booming the surface to remove all

mortar drops and other foreign matter. 2000 12.29 Sqm

21 Painting two coats (excluding priming coat) on new steel and other

metal surface with enamel paint, brushing, interior to give an even

shade including cleaning the surface an even shade including

cleanicn the surface of all dirt, dust and other foreign matter.

22 Providing & Supplying JCB Machine on rental basis in case of

emergency situation and break down type work & also during

unavoidable condition as per instruction of engg. in charge, rate

includes all nece. shifting, fuel and operating charges and stacking of

useful & non-useful materials separately up to store. (No payment

should be allowed for non working condition of machinery and for pipe

line excavation and laying work) 68.0763 600.00 Hour

23 Structural steel work ( Confirming to IS 4923- 1997) riveted, bolted or

welded in builtup for all type sections, in framed work, including

cutting, hoisting, fixing in position and applying a priming coat of

approved steel primer all complete as per the structural designs and

directions of Engineer in charge. Safety grills/doors of required pattern

for windows / Door/ ventilators using M.S. flats/bar/box sections as

per design and drawing including one coat of primer.

24 Supplying Electric Breaker Machine for RCC Slab or Asphalt

Demolishing Work on site by using Operator, fuel, power Supply etc.

Complete as Directed. (No payment should be allowed for non

working condition of machinery and for pipe line excavation and M.H.

work.Allowed only for break down work) ( Based on Previously

approved rate by C E sir ) 30 600.00 shift