Name of Work :
Subhead :
SN Item Code Description of Item of Work Number Length Width Height Quantity Unit
1 14.72 Double scaffolding system (cup lock
type)….
lift 2nos 2x1 2.00 22.00 - 88.00 sqm
Total 88.00 sqm
2 15.56 Dismantling old plaster or skirting raking
out joints
lift 2nos 2x2 2.00 22.00 - 176.00 sqm
2x2 1.55 22.00 - 136.40 sqm
deduction -6x2 0.90 2.00 - -21.60 sqm
machine room 1x1 10.00 7.85 - 78.50 sqm
1x2 10.00 3.40 - 68.00 sqm
1x2 7.85 3.40 - 53.38 sqm
-1 0.90 2.00 - -1.80 sqm
-1 1.50 1.20 - -1.80 sqm
Total 487.08 sqm
3 15.40.1 Dismantling precast concrete or stone
slabs in walls partitions walls etc.
Thickness upto 40 mm
outer face 1x2 8.45 6.70 - 113.23 sqm
1x1 10.60 6.70 - 71.02 sqm
1x2 3.30 6.70 - 44.22 sqm
1x1 8.20 6.70 - 54.94 sqm
1x1 2.40 6.70 - 16.08 sqm
deduction -1 1.50 2.00 - -3.00 sqm
-1 0.90 2.00 - -1.80 sqm
-1 1.50 1.20 - -1.80 sqm
Total 292.89 sqm
4 15.7.4 Demolishing brick work in Cement
: Lump Sum Qty 2.00 - - 2.00 cum
Total 2.00 cum
5 6.4.1 BW with FPS bricks in Cement mortar 1:4
( Cement: coarse sand); superstructure
upto floor V level
: Lump Sum Qty 2.00 - - 2.00 cum
Total 2.00 cum
6 15.27 Demolishing mud phaska in terracing
1x1 10.00 7.85 0.10 7.85 cum
Total 7.85 cum
7 12.15.1 Painting top of roofs with bitumen
80/100 @ 17 kg. per 10 Sqm
1x1 10.00 7.85 - 78.50 sqm
Total 78.50 sqm
8 12.16.1 10 cm mud phaska with 2% of integral
water proofing compound; FPS brick
1x1 10.00 7.85 - 78.50 sqm
Total 78.50 sqm
9 12.21.1 Providing gola in 75 X 75 mm in cement
concrete 1:2:4 (cement:coarse sand:
graded stone agg.10 mm & down gauge)
in 75 X 75 mm deep chase.
1x2 10.00 - - 20.00 m
1x2 7.85 - - 15.70 m
Total 35.70 m
10 12.22 Making khurras 45 X 45 cm; 5 cm.thick
with cement concrete 1:2:4 (cement:
coarse sand: stone agg. 20 mm) over
PVC sheet 1.00 m X 1.00 m X 400
microns
2 - - - 2 No
Total 2 No
11 13.16.1 6 mm cement plaster to ceiling of mix 1:
3 (fine sand)
1x1 10.00 7.85 - 78.50 sqm
Total 78.50 sqm
12 13.4.1 12 mm cement plaster of mix 1:4 (coarse
sand)
machine room 1x2 10.00 3.40 - 68.00 sqm
1x2 7.85 3.40 - 53.38 sqm
-1 0.90 2.00 - -1.80 sqm
-1 1.50 1.20 - -1.80 sqm
Total 117.78 sqm
13 13.5.1 15 mm cement plaster on rough side of
single or half brick wall of mix 1:4
(coarse sand)
lift shaft 2x2 2.00 22.00 - 176.00 sqm
2x2 1.55 22.00 - 136.40 sqm
deduction -6x2 0.90 2.00 - -21.60 sqm
Total 290.80 sqm
14 15.2.1 Demolishing cement concrete 1:3:6 or
richer mix
2x1 2.00 1.55 0.10 0.62 cum
Total 0.62 cum
15 4.1.10 P/L Cement Conc. 1:5:10 (Coarse sand,
40 mm St.aggregate) in footings etc.
2x1 2.00 1.55 0.08 0.50 cum
Total 0.50 cum
16 4.1.3 P/L Cement Conc. 1:2:4 (Coarse sand,
20 mm St.aggregate) in footings etc.
2x1 2.00 1.55 0.10 0.62 cum
Total 0.62 cum
17 10.1 Steel work in single section without
connecting plate i/c priming coat..
: Lump Sum Qty 500.00 - - 500.00 kg
Total 500.00 kg
18 10.25.2 Steel work welded in built up section /
framed work i/c priming coat;
In grating frames guard bars ladders
railings, brackets gates & similar works.
: Lump Sum Qty 50.00 - - 50.00 kg
Total 50.00 kg
19 13.72 Washed stone grit plaster height upto
10m in two layers under layer 12 mm
cement plaster 1:4 (coarse sand)
furrowing the under layer with scratching
tool, applying cement slurry on the under
outer@
layer face
2 kg. of cement/sqm; top layer 1x2 8.45 6.70 - 113.23 sqm
15 mm cement plaster 1:1
1x1 10.60 6.70 - 71.02 sqm
1x2 3.30 6.70 - 44.22 sqm
1x1 8.20 6.70 - 54.94 sqm
1x1 2.40 6.70 - 16.08 sqm
deduction -1 1.50 2.00 - -3.00 sqm
-1 0.90 2.00 - -1.80 sqm
-1 1.50 1.20 - -1.80 sqm
Total 292.89 sqm
20 13.73.1 Forming groove of uniform size in top
layer of washed stone grit plaster using
wooden battens, 15 mm wide & 15 mm
deep groove.
20 6.70 - - 134.00 m
2x1 10.60 - - 21.20 m
2x1 8.45 - - 16.90 m
2x2 3.30 - - 13.20 m
2x1 8.20 - - 16.40 m
Total 201.70 m
21 13.74 Extra for washed grit plaster on exterior
walls of height more then 10 m from
ground level for every additional height
of 3 m or part thereof.
1x1 3.3 + 8.45 12.00 - 141.00 sqm
Total 141.00 sqm
22 17.35.1.1 Soil waste & vent pipe 100 mm dia. SCI
S&S pipe
4x1 22.00 - - 88.00 m
Total 88.00 m
23 17.37.1 M.S holder bat clamps to SCI/CI pipe
embeded in cement concrete blocks
10x10x10cm.of 1:2:4 mix (coarse sand :
stone agg.20 mm); 100 mm dia. Pipe
4 x 10 - - - 40 No
Total 40 No
24 17.39.1.1 Plain bend of required degree. 100 mm
SCI S&S .
4x1 - - - 4 No
Total 4 No
25 17.42.1.1 Double equal junction of required degree
; 100x100x100x100 mm: SCI S&S
2 - - - 2 No
Total 2 No
26 17.44.1.1 Single equal plain junction of required
degree ;100x100x100 SCI S & S
4 - - - 4 No
Total 4 No
27 17.58.1 Lead caulked joints; 100 mm
4 x 13 - - - 52 No
Total 52 No
28 17.65.1 Painting SCI/CI soil, waste vent pipe &
fittings with paint over primer; for new
work : 100 mm dia pipe.
4x1 22.00 - - 88.00 m
Total 88.00 m
29 13.80 Providing and applying white cement
based putty of average thickness 1 mm,
of approved brand and manufacturer,
over the plastered wall surface to
prepare the surface even and smooth
complete.
machine room 1x1 10.00 7.85 - 78.50 sqm
1x2 10.00 3.40 - 68.00 sqm
1x2 7.85 3.40 - 53.38 sqm
-1 0.90 2.00 - -1.80 sqm
-1 1.50 1.20 - -1.80 sqm
Total 196.28 sqm
30 13.41.1 Distempering with oil bound washable
distemper; New work over & i/c priming
coat with cement primer.
qty same as abobe 1x1 196.28 - - 196.28 sqm
Total 196.28 sqm
31 13.44.1 Water proofing cement paint; New work
qty same as item no.13 1x1 290.80 - - 290.80 sqm
Total 290.80 sqm
32 10.30.1 Providing & fixing glass panes with putty
and glazing clips in steel doors, windows,
clerestory windows all complete. With
4.0 mm thick glass panes.
20 x 1 0.40 0.30 - 2.40 sqm
Total 2.40 sqm
33 10.3 Collapsible steel shutter with vertical
channels 20 X 10 X 2 mm & braced with
flat iron diagonals 20 X 5 mm size with
top & bottom rail 40 X 40 X 6 with 40
mm dia. steel pully complete i/c priming
coat.
1x1 1.50 2.00 - 3.00 sqm
Total 3.00 sqm
34 10.5.1 M.S sheet sliding shutter 1 mm thick with
frame & diagonal braces of 40 X 40 X 6
mm angle iron, 3 mm M.S gusset plate at
the junction & corner complete i/c
priming coat; Using M.S angle 40 X 40 X
6 mm for diagonal braces.
1x1 0.90 2.00 - 1.80 sqm
Total 1.80 sqm
35 13.61.1 Painting with synthetic enamel paint on
new work.
1 x 1.5 1.50 2.00 - 4.50 sqm
1 x 2.2 0.90 2.00 - 3.96 sqm
Total 8.46 sqm
36 1.1.1 Carriage by Mechanical Transport : Lime,
moorum, building rubbish ;15 km lead
: Lump Sum Qty 15.00 - - 15.00 cum
Total 15.00 cum
876
Name of Work :
Subhead :
Rate Amount
S.N. Item Code Description of Item of Work Quantity Unit
(Rs) (Rs)
Providing and fixing double scaffolding system
(cup lock type) on the exterior side, up to seven
story height made with 40 mm dia M.S. tube 1.5
1 14.72 88.00 sqm 257.95 sqm 22700.0
m centre to centre horizontal & vertical tubes
joining with cup & lock system with M.S. tubes,
M.S. tube challi
Dismantling old plaster or skirting raking out
joints and cleaning the surface for plaster
2 15.56 including disposal of rubbish to the dumping 487.08 sqm 39.00 sqm 18996.0
ground within 50 metres lead as per direction of
Engineer-in-charge.
Dismantling precast concrete or stone slabs in
walls,partition walls etc.including stacking within
3 15.40.1 292.89 sqm 208.40 sqm 61038.0
50 metres lead as per direction of Engineer-in-
charge. : Thickness upto 40 mm.
Demolishing brick work manually/ by mechanical
means including stacking of serviceble material
4 15.7.4 and disposal of unserviceble material within 50 2.00 cum 1,469.90 cum 2940.0
metres lead as per direction of Engineer-in-
charge. : In cement mortar.
Brick work with common burnt clay F.P.S. (non
modular) bricks of class designation 7.5 in
5 6.4.1 superstructure above plinth level up to floor V 2.00 cum 7,809.25 cum 15619.0
level in all shapes and sizes in : Cement mortar
1:4 (1 cement : 4 coarse sand)
Demolishing mud phaska in terracing and
6 15.27 7.85 cum 652.30 cum 5121.0
disposal of material within 50 meters lead.
Painting top of roofs with bitumen of approved
quality at 17 kg per 10sqm impregnated with a
coat of coarse sand at 60 cudm per 10 sqm
7 12.15.1 78.50 sqm 126.00 sqm 9891.0
including cleaning the slab surface with brushes
and finally with a piece of cloth lightly soaked in
kerosene oil comple
10 cm thick (average) mud phaska of damped
brick earth on roofs laid to slope consolidated and
plastered with 25 mm thick mud mortar mixed
8 12.16.1 78.50 sqm 826.75 sqm 64900.0
with bhusa at 35 kg per cum of earth and gobri
leaping with mix 1:1(1 clay :1 cow dung) and
covered with flat tile b
Providing gola 75x 75 mm in cement concrete
1:2:4 (1 cement :2 coarse sand :4 stone
aggregate 10 mm and down gauge) including
9 12.21.1 35.70 m 237.25 metre 8470.0
finishing with cement mortar 1:3 (1 cement :3
fine sand) as per standard design : In 75 x75
mm deep chase
Making khurras 45x45 cm with average minimum
thickness of 5 cm cement concrete 1:2:4 (1
cement :2 coarse sand :4 graded stone aggregate
10 12.22 2 No 244.05 each 488.0
of 20 mm nominal size) over P.V.C.sheet
1mx1mx400 micron,finished with 12 mm cement
plaster 1:3 (1 cement :3 coarse san
6 mm cement plaster to ceiling of mix : 1:3 (1
11 13.16.1 78.50 sqm 227.35 sqm 17847.0
cement :3 fine sand)
12 mm cement plaster of mix : 1:4 (1 cement :4
12 13.4.1 117.78 sqm 276.15 sqm 32525.0
coarse sand)
15 mm cement plaster on the rough side of single
13 13.5.1 or half brick wall of mix : 1:4 (1 cement :4 290.80 sqm 318.95 sqm 92751.0
coarse sand)
Demolishing cement concrete manually/ by
mechanical means and disposal of material within
14 15.2.1 50 metres lead as per direction of Engineer-in- 0.62 cum 1,737.45 cum 1077.0
Charge Nominal concrete 1:3:6 or richer mix (i/c
equivalent design mix)
Providing and laying in position cement concrete
of specified grade excluding the cost of centering
15 4.1.10 and shuttering-All work upto plinth level: 1:5: 10 0.50 cum 5,520.30 cum 2760.0
(1 cement: 5 coarse sand(zone-III): 10 graded
stone aggregate 40 mm nominal size)
Providing and laying in position cement concrete
of specified grade excluding the cost of centering
16 4.1.3 and shuttering-All work upto plinth level: 1:2:4 (1 0.62 cum 6,788.60 cum 4209.0
Cement: 2 coarse sand (zone-III): 4 graded stone
aggregate 20 mm nominal size.
Structural steel work in single section fixed
without connecting plate including
17 10.1 cutting,hoisting,fixing in position and applying a 500.00 kg 86.05 kg 43025.0
priming coat of approved steel primer all
complete.
Steel work welded in built up section/framed
work including cutting, hoisting, fixing in position
and applying a priming coat of approved steel
18 10.25.2 50.00 kg 131.00 kg 6550.0
primer using structural steel etc. as required . In
gratings, frames, guard bar, ladders, railings,
brackets, g
Washed stone grit plaster on exterior walls of
height upto 10 m above Ground level in two
layers,under layer 12 mm cement plaster 1:4 (1
19 13.72 292.89 sqm 896.75 sqm 262649.0
cment :4 coarse sand) furrowing the under layer
with scratching tool,applying cement slurry on the
under layer @ 2 kg
Forming groove of uniform size in the top layer of
washed stone grit plaster as per approved pattern
using wooden battens,nailed to the under layer
20 13.73.1 201.70 m 57.15 metre 11527.0
including removal of wooden battens,repair to the
edges of panels and finishing the groove
complete as per
Extra for washed grit plaster on exterior walls of
21 13.74 height more than 10 m from ground level for 141.00 sqm 129.65 sqm 18281.0
every additional height of 3m or part thereof:
Providing and fixing soil, waste and vent pipes :
22 17.35.1.1 100 mm dia; Sand cast iron S&S pipe as per IS: 88.00 m 1,008.20 metre 88722.0
1729
Providing and fixing M.S. holder-bat, clamps of
approved design to Sand Cast iron/ cast iron
(spun) pipe embedded in and including cement
23 17.37.1 40 No 287.45 each 11498.0
concrete blocks 10 x 10 x 10 cm of 1:2:4 mix (1
cement :2 coarse sand :4 graded stone aggregate
20 mm nominal size) i
Providing and fixing plain bend of required
24 17.39.1.1 degree: 100 mm; Sand cast iron S&S as per IS- 4 No 381.35 each 1525.0
1729
Providing and fixing double equal plain junction of
25 17.42.1.1 required degree: 100 x 100 x100 x 100 mm; 2 No 825.55 each 1651.0
Sand cast iron S&S as per IS-1729
Providing and fixing single equal plain junction of
26 17.44.1.1 required degree: 100 x 100 x 100 mm; Sand 4 No 517.85 each 2071.0
cast iron S&S as per IS-1729
Providing lead caulked joints to sand cast
27 17.58.1 iron/centrifugally cast (spun) iron pipes and 52 No 481.45 each 25035.0
fittings of diameter : 100 mm
Painting sand cast iron/centrifugally cast (spun)
iron soil,waste vent pipes and fittings with paint
28 17.65.1 of any colour such as chocolate,grey or buff 88.00 m 64.20 metre 5650.0
etc.over a coat of primer (of approved quality) for
new work : 100 mm diameter pipe
Providing and applying white cement based putty
of average thickness 1 mm, of approved brand
29 13.80 and manufacturer, over the plastered wall surface 196.28 sqm 115.15 sqm 22602.0
to prepare the surface even and smooth
complete.
Distempering with oil bound washable distemper
of approved brand and manufacture to give an
30 13.41.1 even shade: New work (two or more coats) 196.28 sqm 153.45 sqm 30119.0
over and including priming coat with cement
primer
Finishing walls with water proofing cement paint
31 13.44.1 of required shade : New work (Two or more 290.80 sqm 91.25 sqm 26536.0
coats applied @ 3.84 kg/10 sqm)
Providing & fixing glass panes with putty and
glazing clips in steel doors, windows, clerestory
32 10.30.1 2.40 sqm 900.55 sqm 2161.0
windows all complete. With 4.0 mm thick glass
panes.
Providing and fixing in position collapsible steel
shutters with vertical channels 20x10x2 mm and
braced with flat iron diagonals 20x5 mm size with
33 10.3 3.00 sqm 8,670.50 sqm 26012.0
top and bottom rail of T -iron 40x40x6 mm with
40 mm dia, steel pulleys complete with
bolts,nuts,locking ar
Providing and fixing 1 mm thick M.S.sheet door
with frame of 40x40x6 mm angle iron and 3 mm
M.S.gusset plates at the junction and corners,all
34 10.5.1 1.80 sqm 4,428.15 sqm 7971.0
necessary fittings complete,including applying a
priming coat of approved steel primer. Using M.S.
angels 40 x40x
Painting with synthetic enamle paint of approved
35 13.61.1 brand and manufacture to give an even shade : 8.46 sqm 121.55 sqm 1028.0
Two or more coats on new work
Carriage of material by mechanical transport
including loading, unloading and stacking
36 1.1.1 complete; Lime, moorum, building rubbish, earth, 15.00 cum 272.81 cum 4092.0
manure or sludge and excaveted rock :
Lime, moorum, building rubbish ;15 km lead 272.81
Total 960037.0 0
i.e. on
Add Cost index on DSR_18 @ % 960037 #VALUE!
Rs.
#VALUE!
Add for Contingencies #VALUE! - - #VALUE! - - - #VALUE!
#VALUE!
Say Rs. #VALUE!
272.81
NORTH DELHI MUNICIPAL CORPORATION
ENGINEERING DEPARTMENT
Name of Work:
Subhead:
Allocation : Rs.
Previous Booking : Rs.
This Estimate : Rs. 987900/-
Division S.No. Head of H/A Ward Ward Year ( Rs. Nine Lac Eighty Seven Thousand
Account S.No. S.No. Nine Hundred only)
2020- Head of Account:
21 DSR : 2019
Cement :
Steel :
Time : 3 Months
a) SPECIFICATION OF EXISTING WORK : Land : Mpl.
b) YEAR OF CONSTRUCTION :
c) JUSTIFICATION/REQUIREMENT FOR PROPOSED WORK :
d) ANY OTHER INFORMATION:
(Regarding inspection/meeting of any officer by Name and Date)
e) PROPOSED SPECIFICATIONS :
f) METHOD OF CONSTRUCTION : By Contract
g) Dimensioned sketch of the proposal, duly signed, is enclosed.
h) This is certified that the above work is not covered under any other estimate/scheme prepared earlier.
Signature of Signature of
Asstt. Engineer Junior Engineer
Certified that work is required as per site conditions and estimate amounting to 987900/-
( Rs. Nine Lac Eighty Seven Thousand Nine Hundred only) may kindly be sanctioned.
Signature of
Suptdg. Engineer Executive Engineer
