Construction of Compound Wall at Saurashtra University, Rajkot(Third Attempt)

Name of work :-

CONSTRUCTION OF COMPOUND WALL FOR SAURASHTRA UNIVERSITY RAJKOT

Item Description Quantity Unit Total Rate Amount in Rupees

Dismentaling the existing structure including removing

1 and stacking the dismentelled materials as and where 57.00 cum 974.66

directed. (A)R.C.C. work

Clearing and grubbing road land including uprooting rank

vegetation grass bushes,shrubs,sapling and trees girth up

2 to 300 mm removal of stumps of trees cut earlier and 1.00 Hectare. 88268.14

disposal of unserviceable materials(A) By manual means in

area of light jungle

Excavation for foundation upto 1.5 m depth including

sorting out and stacking of useful materials and disposing

off the excavated stuff upto 50 Meter lead.(E) Hard Rock

Providing and laying cement concrete 1:3:6 (1-Cement : 3-

coarse sand : 6- hand broken stone aggregates

4 mmnominal size) and curing complete excluding cost of 3.00 Cumt. 3065.41

formwork in (A) Foundation and Plinth

Providing and laying in position Ready Mixed M-250 grade

concrete for reinforced cement conctere work , using

cement content as per approved 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

5 finishing and reinforcement including cost of admixtures 81.00 Cumt. 5048.68

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) (Cement level

kg )(Foundation)

Providing and laying in position Ready Mixed M-250 grade

concrete for reinforced cement conctere work , using

content as per approved Design Mix manufactured in fully

automatic batching plant and transported to site of work

transit mixer for a lead up to 10 kms having continuous

agitated mixer, manufactured as per mix design of

grade for reinforced cement concrete work including

pumping of R.M.C. from transit mixer to site of laying,

6 excluding the 4.00 Cumt. 5048.68

cost of centering shuttering finishing and reinforcement

including cost of admixtures in recommended proportions

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)

(Cement level 450 kg )

RCC Precast Pre-Stressed Column 9 Inch X 9 Inch (225mm

x 225mm) Vertical H section Column with 10 bars of 4mm

HTS steel and M30 grade concrete used. &RCC Precast

Plank (10 Foot X 8 Foot X 3 Inch) (3048mm X 2438 X

7 75mm Plank) steel bars of 6 mm horizontally and steel 326.00 Rmt 5863.05

bars of 6 mm vertically TMT bar is used and 2 hook of

12mm vertically and M30 grade concrete used. HT.3mtr

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

including bending, binding and placing in position

complete upto floor two level

Item Description Quantity Unit Total Rate Amount in Rupees

Steel work, welded in built up sections framed work

including cutting, hoisting, fixing in position and applying

a priming coat of read lead paint. (A)In beams and joists,

channels angles Tees, flats, with connecting plates or

angle cleats as in main and cross beams. Hip and jack

rafters, purlins conneted to common rafters and the like,

9 painting with two coats on new steel and other metal 2160.00 Kg 91.08

surface with enamel paint, brushing, interior to give an

even shade including cleaning the surface an even shade

including cleaning the surface of all dirt, dust and other

foreign matter.

20mm thick sand faced cement plaster on walls upto

height 10 metres above ground level consisting of 12mm

10 thick backing coat of C.M. 1:3 (1-cement : 3-sand) and 26.00 SQMT 330.72

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

Finishing wall with water proofing cement paint of on wall

surfaces (Two coats) to give an approved brand and

manufacture and of required shape even shade

11 afterthoroughly brushing the surface to remove all dirt 26.00 SQMT 63.69

andremains of loose powered materials.

all painting (two coats) with plastic emulsion paint of

approved brand and manufacture on undecorated wall

surface to give an even shade including throughly brushing

12 the surface free from mortar droppings and other foreign 26.00 SQMT 88.39

matter and sand papered smooth.