External Development, Boundary Wall, Drainage, Road and other allied works at EDC, Ghitorni, New Delhi

Bill of Quantities

External Development, Boundary Wall, Drainage, road & other Allied Works at EDC, Ghitorni, New Delhi.

SL NO. DSR-2023

ITEM DESCRIPTION UNIT QUANTITY DSR AMOUNT

SUB HEAD-01 :- EARTH WORKS

Disposal of moorum/building rubbish/ malba/ similar unserviceable,

dismantled or waste material by mechanical transport including loading,

1 1.1.18 transporting, unloading to approved municipal dumping ground for lead Cum 641.7 495.18 317758.34

upto 10 km for all lifts, complete as per directions of Engineer-in-charge.

With the permission of local authority at authorised dumping yard.

Earth work in surface excavation not exceeding 30 cm in depth but

exceeding 1.5 m in width as well as 10 sqm on plan including getting out

and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed

by Engineer-in- Charge:

2.1.1 All kinds of soil Sqm 54965 130.13 7152835.73

Earth work in Excavation by mechanical means (Hydraulic

excavator)/manualmeans over areas (exceeding 30 cm in depth, 1.5 m in

width as well as 10sqm on plan) including getting out and disposal of

excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-

Filling available excavated earth (excluding rock) in trenches, plinth, sides

3 2.25 of foundations etc. in layers not exceeding 20cm in depth, consolidating Cum 132.23 196.43 25973.84

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

Excavating, supplying, stacking and filling of local earth (including royalty)

by mechanical transport upto a lead of 5km also including ramming and

watering of the earth in layers not exceeding 20 cm in foundation trenches,

plinth, sides of foundation etc. complete for all lift.

Supplying and filling in plinth with sand under floors, including watering,

ramming, consolidating and dressing complete.

Total of Sub Head-1:-Earth Work 1,16,33,508.91

SUB HEAD-02 :- Concrete Work

CEMENT CONCRETE (CAST IN SITU)

Providing and laying in position cement concrete of specified grade

6 4.1 excluding the cost of centering and shuttering - All work up to plinth level :

1:2:4 (1 cement : 2 coarse sand (zone-lll) derived from

4.1.3 natural sources : 4 graded stone aggregate 20 mm nominal cum. 1333.050 7895.75 10525434.76

size derived from natural sources)

1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone

4.1.8 aggregate 40 mm nominal size) cum. 310.800 6826.92 2121806.20

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

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

7 4.20 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:

1:1%:3 (1 cement : 1% coarse sand (zone-lll) derived

4.2.2 from natural sources : 3 graded stone aggregate 20 mm cum. 18.360 10380.23 190581.08

nominal size derived from natural sources).

Providing and laying damp-proof course 50 mm thick with cement concrete

8 4.11 1:2:4 (1 cement : 2 coarse sand (zone-lll) derived from natural sources : 4 Sqm 120.750 496.84 59992.91

graded stone aggregate 20 mm nominal size derived from natural

Total of Sub Head-2:-Concrete Work 1,28,97,814.95

SUB HEAD-03:- REINFORCEMENT CEMENT CONCRETE WORK

8 5.9 Centering and shuttering including strutting, propping etc. and removal of

5.9.1 Foundations, footings, bases of columns, etc. for mass concrete Sqm 1284.000 393.01 504623.31

5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts Sqm 183.600 963.41 176881.20

Total of Sub Head-3:- RAINFORCEMENT CEMENT CONCRETE WORK 6,81,504.51

SUB HEAD-04 :- MASONRY WORK

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

designation 7.5 in foundation and plinth in:

6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand) cum. 1177.560 7386.79 8698390.46

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

10 6.4 designation 7.5 in superstructure above plinth level up to floor V level in 0.00

all shapes and sizes in :

6.4.1 Cement mortar 1:4 (1 cement : 4 coarse sand) cum. 298.080 9364.81 2791463.79

Total of Sub Head-4:- MASONRY WORK 1,14,89,854.26

SUB HEAD : 05 STEEL WORK

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

11 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

Total of Sub Head-05:- STEEL WORK 5,98,503.86

SUB HEAD : 06 FINISHING

Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat

of neat cement.

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

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

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

13 13.46 Finishing walls with Acrylic Smooth exterior paint of required shade :

Digitally signed by AMIT

New work (Two or more coat applied @ 1.67 Itr/10 sqm over and including

priming coat of exterior primer applied @ 0.90 litre/10 sqm)

Painting with synthetic enamel paint of approved brand and manufacture of

14 13.62 required colour to give an even shade :

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

ordinary paint of approved brand and manufacture

Providing and applying white cement based putty of average thickness 1

15 13.80 mm, of approved brand and manufacturer, over the plastered wall surface sqm 6200.00 156.39 969628.85

to prepare the surface even and smooth complete.

Applying priming coats with primer of approved brand and manufacture,

16 13.85.3 having low VOC (Volatile Organic Compound ) content. sqm 6200.00 74.11 459494.09

Removing dry or oil bound distemper, water proofing cement paint and the

17 13.91 like by scrapping, sand papering and preparing the surface smooth sqm 6200.00 25.21 156271.49

including necessary repairs to scratches etc. complete.

Total of Sub Head-06: Finishing 95,44,045.59

SUB HEAD : 07 DISMANTLING AND DEMOLISHING

Demolishing brick work manually/ by mechanical means including stacking

18 15.7 of serviceable material and disposal of unserviceable material within 50

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

Removing mortar from bricks and cleaning bricks including stacking

within a lead of 50 m (stacks of cleaned bricks shall be measured):

15.8.3 From brick work in cement mortar 80000.00 6715.47 537237.98

Dismantling old plaster or skirting raking out joints and cleaning the

15.56 surface for plaster including disposal of rubbish to the dumping ground Sqm 1200.00 54.77 65723.62

within 50 metres lead.

Total of Sub Head-07 DISMANTLING AND DEMOLISHING 19,27,887.19

SUB HEAD : 08 Road Work

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.

19.00 16.53 reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain Meter 1500.00 376.62 564934.50

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 (2.5 mm thick) wire of high tensile strength of

165 kg/ sq. mm with tape (0.52 mm thick) and weight 43.478 gm/ metre

Providing andangle,

fixing C.C. blockslink

G.I. chain shall be paid

fabric separately)

fencing of required width in mesh

size 25x25 mm made of G.I. wire of dia 3 mm including strengthening with

2 mm dia wire or nuts, bolts and washers as required complete as per the

direction of Engineer-in-charge.

Providing and erecting 2.00 metre high temporary barricading at site; each

panel of size 2.50 m x2.00 m made of 40x40x6 mm angle iron or 50x50x3

mm hollow MS tube posts/horizontal members/bracings covered with 1.63

mm thick MS sheet. The sheet shall be fixed with 30x5 mm MS flat by

suitable welding. The panels shall be made so that gap of 50cm above the

ground is available making overall height as 2.5 m. MS channel ISLC 75 @

5.70 kg/m, 50 cm long shall be provided at the bottom having oval shaped

holes of size 50x25 mm at both ends with 50 cm long MS angle 40x40x6

mm bracing. Suitable arrangement shall be made to fix the barricading to

avoid from overturning by providing 250 mm long expansion fasteners at

(Note :- One time payment shall be made for providing barricading from

start of work till completion of work including shifting. The barricading

provided shall remain to be the property of the contractor on completion of

Providing 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

80 mm thick C.C. paver block of M-35 grade with approved colour design

Total of Sub Head-08: Road Work 1,05,49,224.82

SUB HEAD : 09 DRAINAGE WORK

Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4

coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse

sand (zone-lll) : 3 graded stone aggregate 20 mm nominal size), foundation

concrete 1:4:8 mix (1 cement : 4 coarse sand (zone-lll) : 8 graded stone

aggregate 40 mm nominal size), inside plastering 12 mm thick with cement

mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat

cement and making channels in cement concrete

1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm

Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light

19.7.1 duty) 455x610 mm internal dimensions, total weight of cover and frame to

be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) :

19.7.1.1 With common burnt clay F.P.S. (non modular) bricks of class designation each 40.00 12798.52 511940.70

Providing sand cast iron drop connection externally for 60 cm drop from

branch sewer line to main sewer manhole including inspection and cleaning

eye with chain and lid, sand cast iron drop pipe and bend encased all-

round with cement concrete 1:5:10 (1 cement : 5 fine sand : 10 graded

stone aggregate 40 mm nominal size) with all centering and shuttering

required, cutting holes in walls and making good with brick work in cement

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

cement mortar 1:3 (1 cement : 3 coarse sand) on inside of the manhole

wall, lead caulked joints between sand cast iron pipes and fittings, stiff

cement mortar 1:1 (1 cement : 1 fine sand) joints between sand cast iron

19.22.2 150 mm dia sand cast iron drop connection each 24.00 16614.11 398738.53

19.23 Extra for depths beyond 60 cm of sand cast iron drop connection complete: each 24.00 4135.94 99262.51

Digitally signed by AMIT

Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick

19.32 honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m

long complete as per standard design.

With common burnt clay F.P.S. (non modular) bricks of class each 26861

Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes

including collars/spigot jointed with stiff mixture of cement mortar in the

proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc.

Total of Sub Head-09: DRAINAGE WORK 46,70,404.64

SUB HEAD : 10 WATER PROOFING

Providing and applying integral crystalline slurry of hydrophilic in nature for

waterproofing treatment to the RCC structures like retaining walls of the

basement, water tanks, roof slabs, podiums, reservior, sewage & water

treatment plant, tunnels / subway and bridge deck etc., prepared by mixing

in the ratio of 5: 2 (5 parts integral crystalline slurry : 2 parts water) for

vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water)

for horizontal surfaces and applying the same from negative (internal) side

with the help of synthetic fiber brush. The material shall meet the

requirements as specified in ACI-212-3R-2010 i.e by reducing permeability

of concrete by more than 90% compared with control

concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on

negative side. The crystalline slurry shall be capable of self-healing of

cracks up to a width of 0.50 mm. The work shall be carried out all complete

as per specification and the direction of the engineer-in-charge. The

22.23.2 For horizontal surface one coat @1.10 kg per sqm. Sqm 600.000 363.59 218156.72

Total of Sub Head-10: WATER PROOFING 2,18,156.72

Sum of Sub Head 01 to 10 6,42,10,905.43

Digitally signed by AMIT