Construction of Boundary Wall on Defence Land admeasuring 385.80 acres at Pune District RBID-DPUNE10141, DPUNE10103 Maharashtra.

8 4.1 Providing and laying in position cement concrete of specified grade

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

4.1.8 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal cum 1123.42 6326.05 7106800.59

9 4.2 Providing and laying cement concrete in retaining walls, return walls, walls

(any thickness) including attached pilasters, columns, piers, abutments,

pillars, posts, struts, buttresses, string or lacing courses, parapets, coping,

bed blocks, anchor blocks, plain window sills, fillets, sunken floor,etc., up

to floor five level, excluding the cost of centering, shuttering and finishing :

4.2.3 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal cum 322.00 9375.20 3018814.40

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

10 5.9.1 Foundations, footings, bases of columns, etc. for mass sqm 6346.63 307.95 1954444.70

11 5.9.3 Suspended floors, roofs, landings, balconies and access platform sqm 44.15 766.55 33842.57

12 5.9.5 Lintels, beams, plinth beams, girders, bressumers and sqm 5001.93 608.35 3042925.33

cantilevers plinth beam

13 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts sqm 11079.71 804.25 8910854.37

5.9.16 Edges of slabs and breaks in floors and walls Rmt 1201.78 181.90 218603.51

14 5.9.16.1 Under 20 cm wide

Providing precast cement concrete Jali 1:2:4 (1 cement : 2 coarse sand(zone-

III) : 4 graded stone aggregate 6mm nominal size), reinforced with 1.6 mm

dia mild steel wire, including centering and shuttering, roughening

cleaning, fixing and finishing with cement mortar 1:3 (1 cement: 3 fine

sand) etc. complete, excluding plastering of the jambs,

16 5.22 Steel reinforcement for R.C.C. work including straightening, cutting,

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

17 5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. kg 180464.39 89.65 16178632.46

18 5.22A 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 62796.34 89.65 5629691.57

5.33.1 All works upto plinth level

1 SHUBHAM Digitally signed by

GOEL 16:50:03 IST

S.N DSR 2021for Unit Qty. Rate Amount

Civil /2018 for

Electrical Ref. Description of Item

19 5.33.1.2 Concrete of M30 grade with minimum cement content of 350 kg /cum Cum 1997.53 8599.35 17177466.52

20 5.33.2.2 Concrete of M30 grade with minimum cement Cum 689.45 10221.70 7047376.47

content of 350 kg /cum

21 6.1 Brick work with common burnt clay F.P.S. (non modular) bricks of class

designation 7.5 in foundation and plinth in:

22 6.23 Honey-comb brick work 10 / 11.4 cm thick with common burnt clay bricks Sqm 1500.00 645.95 968925.00

of class designation 7.5 in super structure above plinth level

upto floor V level with cement mortar 1:4 (1 cement : 4 coarse sand).

23 6.34 Brick work with non modular fly ash bricks conforming to IS:12894, class

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 2200.48 7873.20 17324782.05

b 6.34.2 Cement mortar 1:6 (1 cement : 6 coarse sand) cum 3.65 7676.30 28003.14

24 Providing and fixing 18 mm thick gang saw cut, mirror polished,

premoulded and prepolished, machine cut for kitchen platforms, vanity

counters, window sills, facias and similar locations of required size,

approved shade, colour and texture laid over 20 mm thick base cement

mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement,

mixed with matching pigment, epoxy touch ups, including rubbing, curing,

moulding and polishing to edges to give high gloss finish etc. complete at all

Raj Nagar Plain white marble/ Udaipur green marble/ Zebra black marble

25 8.4 Extra for fixing marble /granite stone, over and above corresponding basic Metre 20.04 475.55 9530.02

item, in facia and drops of width upto 150 mm with epoxy resin based

adhesive, including cleaning etc. complete.

26 10.25 Steel work welded in built up sections/ framed work including cutting,

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

primer using structural steel etc. as required.

a 10.25.2 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar KG 17475.00 142.30 2486692.50

27 11.26 Kota stone slab flooring over 20 mm (average) thick base laid over and

jointed with grey cement slurry mixed with pigment to match the shade of

the slab, including rubbing and polishing complete with base of cement

mortar 1 : 4 (1 cement : 4 coarse sand) :

28 11.27 Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars Sq.m 5.74 2038.55 11693.12

laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand)

and jointed with grey cement slurry mixed with pigment to match the shade

of the slabs, including rubbing and polishing complete

29 13.2 15 mm cement plaster on the rough side of single or half brick wall of mix :

30 13.11 18 mm cement plaster in two coats under layer 12 mm thick cement plaster Sq.m 140.38 442.75 62154.13

1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement

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

31 13.16.1 6 mm cement plaster in cement mortar 1 : 3 ( 1 Cement : 3 fine sand) . Sq.m 42.15 253.05 10664.84

32 13.12 18 mm cement plaster in two coats under layer 12 mm thick cement sqm 24548.00 461.85 11337493.80

plaster 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement

plaster 1:3 (1 cement : 3 coarse sand) finished rough with sponge.

33 13.44 Finishing walls with water proofing cement paint of required shade :

34 13.44.1 New work (Two or more coats applied @ 3.84 kg/10 sqm) sqm 24548.00 97.60 2395884.80

35 13.47 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone

additives of required shade:

a 13.47.1 New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including sqm 757.3644 162.35 122958.11

priming coat of exterior primer applied @ 2.20 kg/10 sqm)

34 13.61 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 720.00 131.45 94644.00

35 15.2 Demolishing cement concrete manually/ by mechanical means including

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

15.2.2 Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) cum 72.00 1239.60 89251.20

36 15.7 Demolishing brick/ CC block work manually/ by mechanical means

including stacking of serviceable material and disposal of unserviceable

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

S.N DSR 2021for Unit Qty. Rate Amount

Civil /2018 for

Electrical Ref. Description of Item

37 15.19 Dismantling steel work manually/ by mechanical means in built up KG 7000.00 3.20 22400.00

sections without dismembering and stacking within 50 metres lead as per

direction of Engineer-in-charge.

38 15.36 Dismantling barbed wire or flexible wire rope in fencing including KG 5000.00 30.35 151750.00

making rolls and stacking within 50 metres lead.

39 15.6 Disposal of building rubbish / malba / similar unserviceable, dismantled or cum 432.00 219.35 94759.20

waste materials by mechanical means including loading, transporting,

unloading to approved municipal dumping ground or as approved by

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

40 16.53 Providing and fixing concertina coil fencing with punched tape concertina Rmt 120.00 303.65 36438.00

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

horizontal, including necessary bolts or G.I. barbed wire tied to angle iron,

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

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

41 20.1 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

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) :

42 21.1 Providing and fixing aluminium work for doors, windows, ventilators and

partitions with extruded built up standard tubular sections/ appropriate Z

sections and other sections of approved make conforming to IS: 733 and IS:

1285, fixing with dash fasteners of required dia and size, including

necessary filling up the gaps at junctions, i.e. at top, bottom and sides with

required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be

smooth, rust free, straight, mitred and jointed mechanically wherever

required including cleat angle, Aluminium snap beading for glazing /

paneling, C.P. brass / stainless steel screws, all complete as per

architectural drawings and the directions of Engineer-in-charge. (Glazing,

paneling and dash fasteners to be paid for separately) :

21.1.1.2 Powder coated aluminium (minimum thickness of powder coating 50 Kg 158.22 466.30 73777.99

43 21.1.2 For shutters of doors, windows & ventilators including providing and fixing

hinges/ pivots and making provision for fixing of fittings wherever required

including the cost of EPDM rubber / neoprene gasket required (Fittings

shall be paid for separately)

a 21.1.2.1 Anodised aluminium (anodised transparent or dyed to required shade Kg 28.35 531.80 15076.53

according to IS: 1868, Minimum anodic coating of grade

44 21.3 Providing and fixing glazing in aluminium door, window, ventilator shutters

and partitions etc. with EPDM rubber / neoprene gasket etc. complete as

per the architectural drawings and the directions of Engineer-in-charge .

(Cost of aluminium snap beading shall be paid in basic item):

a 21.3.2 With float glass panes of 5 mm thickness (weight not less than 12.50 kg/ Sq.m 29.68 1325.55 39341.00

Providing and laying integral cement based water proofing treatment

including preparation of surface as required for treatment of roofs,

balconies, terraces etc consisting of following operations:

(a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement

admixed with water proofing compound conforming to IS. 2645 and

approved by Engineer-in-charge over the RCC slab including adjoining

walls upto 300 mm height including cleaning the surface before treatment.

(b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to

115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand)

admixed with water proofing compound conforming to IS : 2645 and

approved by Engineer-in-charge over 20 mm thick layer of cement mortar of

mix 1:5 (1 cement :5 coarse sand) admixed with water proofing compound

conforming to IS : 2645 and approved by Engineer-in-charge to required

slope and treating similarly the adjoining walls upto 300 mm height

including rounding of junctions of walls and slabs.

S.N DSR 2021for Unit Qty. Rate Amount

Civil /2018 for

Electrical Ref. Description of Item

(c) After two days of proper curing applying a second coat of cement slurry

using 2.75 kg/ sqm of cement admixed with water proofing compound

conforming to IS : 2645 and approved by Engineerin- charge.

(d) Finishing the surface with 20 mm thick jointless cement mortar of mix

1:4 (1 cement :4 coarse sand) admixed with water proofing compound

conforming to IS : 2645 and approved by Engineerin- charge including

laying glass fibre cloth of approved quality in top layer of plaster and finally

finishing the surface with trowel with neat cement slurry and making

pattern of 300x300 mm square 3 mm deep.

45 22.7 (e) The whole terrace so finished shall be flooded with water for a minimum

period of two weeks for curing and for final test. All above operations to be

done in order and as directed and specified by the Engineer-in-Charge :

22.7.1 With average thickness of 120 mm and minimum thickness at khurra as 65 Sq.m 33.13 1522.95 50451.07

46 1 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5

sq.mm FRLS PVC insulated copper conductor single core cable in surface /

recessed medium class PVC conduit (for recessed)/MS conduit (for surface),

with modular switch, modular plate, suitable GI box and earthing the point

with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc.

47 1.14 Wiring for circuit/ submain wiring alongwith earth wire with the

following sizes of FRLS PVC insulated copper conductor, single

core cable in surface/ recessed medium class PVC conduit as

48 1.21 Supplying and fixing of following sizes of medium class PVC conduit along

with accessories in surface/recess including cutting the wall and

making good the same in case of recessed conduit as required.

49 1.23 Supplying and fixing following piano type switch/ socket on the

existing switch box/ cover including connections etc. as

Installation testing and commissioning of resistance type ceiling fan

regulator, in existing switch box including connection with 1.5 sq mm

FRLS PVC insulated, copper condutor, single core cable, earthing the

regulator etc as required.

50 2.5 Supplying and fixing of following ways surface/ recess mounting, vertical

type, 415 V, TPN MCB distribution board of sheet steel, dust protected,

duly powder painted, inclusive of 200 A tinned copper bus bar, common

neutral link, earth bar, din bar for mounting MCBs (but without MCBs and

incomer ) as required . (Note : Vertical type MCB TPDB is normally used

where 3 phase outlets are required.)

51 MR-1 Supplying of surface mounted 1 x 36W Batten luminaries excluding lamp Each 12.00 554.79 6657.48

52 MR-2 Supplying & fixing of Ceiling fan 1200 mm sweep with down rod including Each 3.00 2641.80 7925.40

painting as required complete.