Construction of Boundary Wall on Defence Land admeasuring 30.50 acres at Karanja Lad District Washim, Maharashtra

each deposited layer by ramming and watering, lead up to 50 m and lift

Providing and laying in position cement concrete of specified grade

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

1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal

1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4

graded stone aggregate 20 mm nominal size derived from natural sources)

Centering and shuttering including strutting, propping etc. and removal of

Foundations, footings, bases of columns, etc. for mass

8 5.9.3 Suspended floors, roofs, landings, balconies and access platform sqm 44.15 766.55 33842.57

S.N Description of Item Unit Qty. Rate Amount

Lintels, beams, plinth beams, girders, bressumers and

cantilevers plinth beam

10 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts sqm 2213.46 804.25 1780172.43

5.9.16 Edges of slabs and breaks in floors and walls Rmt 1745.72 181.90 317546.32

11 5.9.16.1 Under 20 cm wide

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

bending, placing in position and binding all complete upto plinth level.

13 5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. kg 29636.78 89.65 2656936.99

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

bending, placing in position and binding all complete above plinth level.

5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500D or more kg 16574.84 89.65 1485934.57

5.33.1 All works upto plinth level

15 5.33.1.2 Concrete of M30 grade with minimum cement content of 350 kg /cum Cum 423.38 8599.35 3640814.46

Concrete of M30 grade with minimum cement

content of 350 kg /cum

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

designation 7.5 in foundation and plinth in:

Brick work with non modular fly ash bricks conforming to IS:12894, class

18 6.34 designation 10 average compressive strength in super structure above

plinth level up to floor V level in :

a 6.34.1 Cement mortar 1:4 (1 cement : 4 coarse sand) cum 527.00 7873.20 4149176.40

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

19 10.25 hoisting, fixing in position and applying a priming coat of approved steel

primer using structural steel etc. as required.

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

gates and similar works

18 mm cement plaster in two coats under layer 12 mm thick cementplaster

20 13.12 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement sqm 883.50 442.75 391169.63

plaster 1:6 (1 cement : 6 fine sand).

21 13.5.2 15 mm cement plaster on rough side of single or half brick wall of sqm 5890.00 339.10 1997299.00

22 13.44 Finishing walls with water proofing cement paint of required shade :

23 13.44.1 New work (Two or more coats applied @ 3.84 kg/10 sqm) sqm 5890.00 97.60 574864.00

Painting with synthetic enamel paint of approved brand and manufacture to

give an even shade

13.61.1 Two or more coats on new work sqm 120.00 131.45 15774.00

Demolishing cement concrete manually/ by mechanical means including

25 15.2 disposal of material within 50 metres lead as per direction of Engineer - in -

S.N Description of Item Unit Qty. Rate Amount

15.2.2 Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) cum 5.18 1239.60 6414.93

Demolishing brick/ CC block work manually/ by mechanical means

26 15.7 including stacking of serviceable material and disposal of unserviceable

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

15.7.4 In cement mortar cum 18.00 1698.45 30572.10

Dismantling steel work manually/ by mechanical means in built up

27 15.19 sections without dismembering and stacking within 50 metres lead as per KG 150.00 3.20 480.00

direction of Engineer-in-charge.

Dismantling barbed wire or flexible wire rope in fencing including

making rolls and stacking within 50 metres lead.

Disposal of building rubbish / malba / similar unserviceable, dismantled or

waste materials by mechanical means including loading, transporting,

29 15.6 unloading to approved municipal dumping ground or as approved by cum 28.00 219.35 6141.80

Engineer-in-charge, beyond 50 m initial lead, for all loads including all lifts

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 2.4m or 3.00 m apart and with 9 horizontal R.B.T.

reinforced barbed wire,stud tied with G.I. staples and G.I. clips to retain

30 16.53 horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, Rmt 100.00 303.65 30365.00

all complete as per direction of Engineer-in-charge, with reinforced barbed

tape(R.B.T.) / Spring core (2.5mm 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)

Providing, driving with hydraulic piling rigs with power units and installing

driven cast-in-situ reinforced cement concrete piles of grade M-25 of

specified diameter and length below the pile cap, to carry safe working load

31 20.1 not less than specified, excluding the cost of steel reinforcement but

including the cost of shoe and the length of pile to be embedded in the pile

cap etc. all complete. (Length of pile for payment shall be measured from

top of shoe to the bottom of pile cap) :

32 16.15 Supplying at site :

S.N Description of Item Unit Qty. Rate Amount

R.C.C. Standards post/ struts/rails/ pales of mix 1:1.5:3 (1 cement : 1.5

coarsesand : 3 graded stone aggregate 12.5 mm nominal size) with wooden

16.15.1 plugs or 6mm bar nibs wherever required as per direction of Engineer- cum 18.88 28603.00 539923.96

incharge (cost of earth works in excavation, concrete works in foundation to

be paid separately).

Fencing with R.C.C. 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 one side only, provided with

horizontal lines and two diagonals of barbed wire weighing 9.38 kg per 100

metres (minimum), between the two posts fitted and fixed with G.I. staples

on wooden plugs or G.I. binding wire tied to 6 mm bar nibs fixed while

casting the post (cost of R.C.C. posts, struts, earth work and concrete to be

paid for separately) :-Payment to be made per metre cost of total length of

16.17.1 With G.I. barbed wire metre 13045.68 12.45 162418.72