Re-Construction of the campus boundary wall at JNV, Betul (MP).

Providing and laying in position cement concrete of specified grade excluding the

cost of centering and shuttering - All work up to plinth level :

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)

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

Digitally signed by MAYANK

Sr.No Rate (DSR-2023)

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

10 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete Sqm 316.05 392.15 123,939.01

11 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts Sqm 923.740 961.30 887,991.26

Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof Sqm

13 5.9.16 Edges of slabs and breaks in floors and walls -

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 impairing strength and durability as per direction of

the Engineer - in - charge.

(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

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

cement content therein.

16 5.33.1 All works upto plinth level

17 5.33.1.1 Concrete of M25 grade with minimum cement content of 330 kg /cum Cum 98.38 9504.75 935,067.80

18 5.33.2 All works above plinth level upto floor V level -

19 5.33.2.1 Concrete of M25 grade with minimum cement content of 330 kg /cum Cum 170.45 9860.4 1,680,722.44

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

placing in position and binding all complete upto plinth level.

21 5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. Kg 22081.76 107.85 2,381,517.58

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

designation 7.5 in foundation and plinth in:

23 6.1.2 Cement mortar 1 :6 (1 cement : 6 coarse sand) cum 10.00 7132.25 71,322.50

Digitally signed by MAYANK

Sr.No Rate (DSR-2023)

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

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

24 6.4 designation 7.5 in superstructure above plinth level up to floor V level in all shapes -

25 6.4.2 Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 161.98 9105.95 1,474,959.02

26 13.1 12 mm cement plaster of mix : -

28 13.44 Finishing walls with water proofing cement paint of required shade : -

29 13.44.1 New work ( two or more coats applied @ 3.84 kg/sqm) Sqm 1762.20 116.90 206,001.18

30 13.46 Finishing walls with Acrylic Smooth exterior paint of required shade

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

31 13.46.1 and including priming coat of exterior primer applied @ 0.90 sqm 2789.51 160.60 447,995.31

32 13.50 Applying primer coat -

with ready mixed red oxide zinc chromate primer of approvaed brand and

manufacture on steel galvanised iron/steel works

Painting with synthetic enamel paint of approved brand and manufacture of required

colour to give an even shade :

35 13.61.1 Two or more coats on new work of approved brand and manufacture Sqm 190.00 155.90 29,621.00

Fencing with angle iron post placed at required distance embedded in cement

concrete blocks, every 15th post, last but one end post and corner post shall be

strutted on both sides and end post on one side only and provided with horizontal

lines and two diagonals interwoven with horizontal wires, of barbed wire weighing

36 16.17 9.38 kg per 100 m (minimum), between the two posts fitted and fixed with G.I.

staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete

work to be paid for separately). Payment to be made per metre cost of total length of

barbed wire used.

37 16.17.1 With G.I. barbed wire meter 8630.00 22.10 190,723.00

Supplying at site Angle iron post & strut of required size including bottom

38 16.19 to be split and bent at right angle in opposite direction for 10 cm length and kg 5112.00 125.75 642,834.00

drilling holes upto 10 mm dia. etc. complete

Digitally signed by MAYANK

Sr.No Rate (DSR-2023)

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

Providing and fixing concertina coil fencing with punched tape concertina coil 600

mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6

metre length, upto 3 m height of wall with existing angle iron ‘Y’ shaped placed 2.4

m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied

39 16.53 with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. Metre 1726.00 375.8 648,630.80

barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge,

with reinforced barbed tape(R.B.T.) / Spring core (2.5 mm thick) wire of high

tensile strength of 165 kg/ sq mm with tape (0.52 mm thick) and weight 43.478

gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately)

Demolishing brick work manually/ by mechanical means including

15.7 stacking of serviceable material and disposal of unserviceable material

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

15.36 Dismantling barbed wire or flexible wire rope in fencing including kg 332.568 36.8 12,238.50

making rolls and stacking within 50 metres lead.

Dismantling steel work in single sections including dismembering

and stacking within 50 metres lead in:

15.17.2 Channels, angles, tees and flats kg 2387.054 2.3 5,490.22

Digitally signed by MAYANK