Re-Construction of the campus boundary wall at Income Tax Colony in Kotra, Bhopal

Providing and laying in position cement concrete of specified grade

2.1 excluding the cost of centering and shuttering - All work up to plinth 4.10

1:5:10 (1 Cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded

stone aggregate 40 mm nominal size derived from natural sources)

REINFORCED CEMENT

3.1 Centering and shuttering including strutting, propping etc. and removal of form for 5.90

3.1.1 Foundations, footings, bases of columns, etc. for mass concrete Sqm 160.00 392.15 62,744.00 5.9.1

Walls (any thickness) including attached pilasters,

butteresses, plinth and string courses etc.

Lintels, beams, plinth beams, girders, bressumers and

Columns, Pillars, Piers, Abutments, Posts and Struts Sqm 10.00 961.3 9,613.00 5.9.6

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in

position and binding all complete above plinth level

3.2.1 Thermo-Mechanically Treated bars of grade Fe-500D or more. Kg 18282.00 107.85 19,71,713.70 5.22A.6

Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete

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 all leads, 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

3.3 impairing strength and durability as per direction of the Engineer - in - charge. 5.33

(Note :- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per

design mix is payable/recoverable separately).

Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be

payable separately. In case the cement content in design mix is more than 110% of the specified

minimum cement content, the contractor shall have discretion to either re-design the mix or bear

the cost of extra cement

3.3.1 All works upto plinth level 5.33.1

3.3.1.1 Concrete of M25 grade with minimum cement content of 330 kg /cum Cum 70.80 9504.75 6,72,936.30 5.33.1.1

3.3.2 All works above plinth level upto floor V level 0.00 5.33.2

3.3.2.1 Concrete of M25 grade with minimum cement content of 330 kg /cum Cum 95.40 9860.4 9,40,682.16 5.33.2.1

Add for using extra cement in the items of design mix over and above the specified

cement content therein.

4 MASONRY WORK

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5

in superstructure above plinth level up to floor V level in all shapes and sizes in :

4.1.1 Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 1.00 9105.95 9,105.95 6.4.2

Steel work welded in built up sections/ framed work, including cutting, hoisting,

5.1 fixing in position and applying a priming coat of approved steel primer using 10.25

structural steel etc. as required.

In gratings, frames, guard bar, ladder, railings, brackets,

gates and similar works

Digitally signed by NIRAJ

Description of Item Unit Qty. 2023) DSR AMOUNT (In ₹) (DSR-2023)

6.1 6 mm cement plaster of mix : 13.16

6.2 Finishing walls with Acrylic Smooth exterior paint of required shade : 13.46

New work (Two or more coat applied @ 1.67 ltr/10 sqm over

and including priming coat of exterior primer applied @ 0.90 SQM 1260 160.6 2,02,356.00 13.46.1

6.2.1 litre/10 sqm)

Painting with synthetic enamel paint of approved brand and

6.3 manufacture of required colour to give an even shade :

Two or more coats on new work over an under coat of suitable

6.3.1 shade with ordinary paint of approved brand and manufacture

7 DISMANTLING AND DEMOLISHING

Demolishing R.C.C. work manually/ by mechanical means including

stacking of steel bars and disposal of unserviceable material within 50 CUM 17 3551.25 60,371.25 15.3

7.1 metres lead as per direction of Engineer - in- charge

Demolishing brick work manually/ by mechanical means including

stacking of serviceable material and disposal of unserviceable material 15.7

7.2 within 50 metres lead as per direction of Engineer-in-charge

Demolishing stone rubble masonry manually/ by mechanical means

including stacking of serviceable material and disposal of unserviceable

7.3 material within 50 metres lead as per direction of Engineer-in-charge :

roviding and laying factory made chamfered edge Cement Concrete

paver blocks in footpath, parks, lawns, drive ways or light traffic parking

etc, of required strength, thickness & size/ shape, made by table

vibratory method using PU mould, laid in required colour & pattern

over 50 mm thick compacted bed of sand, compacting and proper

embedding/laying of inter locking paver blocks into the sand bedding

layer through vibratory compaction by using plate vibrator, filling the

joints with sand and cutting of paver blocks as per required size and

pattern, finishing and sweeping extra sand. complete all as per

8 direction of Engineer-in-Charge.

Project cost cost 58,18,485

Digitally signed by NIRAJ