hgfh

LABOUR RATE

SR. NO. DESCRIPTION UNIT

IN THIS PIPE LAYING RATE OF ALL WORK INCLUDED LIKE
EXCAVATION , HAUNCHING OF PIPE, PCC, BRICKWORK, PLASTER IN PIPELINE
1 SEWER PIPE LINE
1.1 200 MM DIA DWC DOUBLE CORRUGATED PIPES IN SEWER LINE 285
1.2 250 MM DIA DWC DOUBLE CORRUGATED PIPES IN SEWER LINE 295
1.3 150 MM DIA RCC PIPE FOR STORM WATER IN SEWER LINE 300
1.4 250 MM DIA RCC PIPE FOR STORM WATER IN SEWER LINE 400
1.5 450 MM DIA RCC PIPE FOR STORM WATER IN SEWER LINE 475
1.6 600 MM DIA RCC PIPE FOR STORM WATER IN SEWER LINE 550

2 DWS PIPE
2.1 25 MM DIA DWC DOUBLE CORRUGATED PIPES IN SEWER LINE 100
2.2 32 MM DIA DWC DOUBLE CORRUGATED PIPES IN SEWER LINE 120
2.3 50 MM DIA DWC DOUBLE CORRUGATED PIPES IN SEWER LINE 150
2.4 80 MM DIA DWC DOUBLE CORRUGATED PIPES IN SEWER LINE 200
2.5 100 MM DIA DWC DOUBLE CORRUGATED PIPES IN SEWER LINE 250

10.76
 900 80
450 450
RATE

2 0.9 0.4

RMT
RMT
RMT excaav. 4 2.5 3 30 125
RMT pcc 4 2.5 0.1 1 6000
RMT
RMT rcc 4 2.5 0.15 1.5 7100
2 4 3 0.23 5.52 8000
2 2.5 3 0.23 3.45 8000
RMT 2 4 3 24 40
RMT 2 2.5 3 15 40
RMT
RMT
RMT

excaav. 2 1.5 1.2 3.6 125

pcc 2 1.5 0.1 0.3 6000

rcc 2 1.5 0.15 0.45 7100

2 2 1.2 0.23 1.104 8000
2 1.5 1.2 0.23 0.828 8000
2 2 1.2 4.8 40
2 1.5 1.2 3.6 40

160 1721.6
 0

3750
6000
10000
10650
44160
27600
960
600
10650
114370

450
1800
10000
3195
8832
6624
192
144
10650
41887
 NAME OF PROJECT:-Layout plan of affordable residential Plotted Colony Under (DDJAY) AT S
Measuring 6.0125ACS. In Village Dabua, District - Faridabad Haryana

EXTERNAL WATER SUPPLY MEASUREMENT SHEET

S.N. Items Unit Nos

TRACT OF EXTERNAL WATER

0.00 SUPPLY
0.00 0.00
S.N. DESCRIPTION
Excavation for Pipe and Cable
DWC 25 MM Pipe Rmt 1.00
DWC 32 MM Pipe Rmt 1.00
DWC 50 MM Pipe Rmt 1.00
DWC 80 MM Pipe Rmt 1.00
DWC 100 MM Pipe Rmt 1.00

1.00 Excavating trenches of required width for pipes, cable, etc

including excavation for sockets and dressing of sides,
ramming of bottoms, depth upto 1.50m including getting out
the excavated soil & then returning the soil as required, in
layers not exceeding 20 cm in depth including consolidating
each deposited layer by ramming, watering, etc & disposing of
surplus excavated soil as directed within a lead of 50m.

i) All kinds of soil

DWC 25 MM Pipe Cum 1.00
DWC 32 MM Pipe Cum 1.00
DWC 50 MM Pipe Cum 1.00
DWC 80 MM Pipe Cum 1.00
DWC 100 MM Pipe Cum 1.00

0.00 0.00
2.00 Providing and laying in position cement concrete of specified
grade excluding the cost of centering and shuttering - All work
up to plinth level

DWC 25 MM Pipe Rmt 1.00

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

aggregate 40 mm nominal size)

DWC 32 MM Pipe Rmt 1.00

0.00 0.00

DWC 50 MM Pipe Rmt 1.00

3.00 Providing & fixing DWS Pipe all complete as per detailed
drawings and as directed by Architect.

DWC 80 MM Pipe Rmt 1.00

a) DWS 25 MM Pipe
DWC 100 MM Pipe Rmt 1.00

c) DWS 50 MM Pipe
d) DWS 80 MM Pipe
Tube Well Pipe Rmt 1.00
 ny Under (DDJAY) AT Sector-49, Area
Faridabad Haryana

NT SHEET
L B H Qty

78.00 78.00
63.00 63.00
114.00 114.00
239.00 239.00
719.00 719.00

Total 1213.00
Say 1213.00

78.00 0.050 0.075 0.29

63.00 0.050 0.075 0.24
114.00 0.075 0.075 0.64
239.00 0.100 0.075 1.79
719.00 0.120 0.075 6.47

Total 9.43
Say 10.00
 77.34 77.34

Total 77.34
Say 78.00

62.72 62.72

Total 62.72
Say 63.00

113.35 113.35

Total 113.35
Say 114.00

238.34 238.34

Total 238.34
Say 239.00

718.93 718.93

Total 718.93
Say 719.00

83.06 83.06

Total 83.06
Say 84.00
NAME OF PROJECT:-Layout plan of affordable residential Plotted Colony Under (DDJAY) AT Secto
AREA Measuring 6.0125ACS. In Village Dabua, District - Faridabad Haryana
EXTERNAL SEWER LINE MEASUREMENT SHEET
S.N. Items Unit Nos L B

1.00 Earth work in excavation by mechanical means

(Hydraulic excavator) / manual means in foundation
trenches or drains (not exceeding 1.5 m in width or
10 sqm on plan) including dressing of sides and
ramming of bottoms, lift up to 1.5 m, including
getting out the excavated soil and disposal of
surplus excavated soil as directed, within a lead of
50 m.

a) All Kinds of Soil

Excavation for Manhole

Manhole 90x80 cm Cum 20.00 1.36 1.26

2.00 Excavating trenches of required width for pipes,

cable, etc including excavation for sockets and
dressing of sides, ramming of bottoms, depth upto
1.50m including getting out the excavated soil &
then returning the soil as required, in layers not
exceeding 20 cm in depth including consolidating
each deposited layer by ramming, watering, etc &
disposing of surplus excavated soil as directed
within a lead of 50m.

i) All kinds of soil

a) Pipes cables etc. exceeding 80 mm dia. But not
exceeding 300mm dia.
Excavation for Pipe and Cable
DWC 200 MM Pipe Rmt 1.00 249.00
DWC 250 MM Pipe Rmt 1.00 480.00

Total
3.00 Providing and laying in position cement concrete of
specified grade excluding the cost of centering and
shuttering - All work up to plinth level

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

graded stone aggregate 40 mm nominal size)
DWC 200 MM Pipe Cum 1.00 249.00 0.25
DWC 250 MM Pipe Cum 1.00 480.00 0.30

4.00 Providing & fixing DWC Pipe all complete as per

detailed drawings and as directed by Architect.

a) DWC 200 MM Pipe

DWC 200 MM Pipe Rmt 1.00 248.28

b) DWC 250 MM Pipe

DWC 250 MM Pipe Rmt 1.00 479.25

6.00 Constructing brick masonry manhole in cement

mortar 1 : 4 (1 cement : 4 coarse sand) with RCC
top slab with 1 : 2 : 4 mix (1 cement : 2 coarse sand
: 4 grade stone aggregate 20mm nominal size);
foundation concrete 1:4:8 mix (1 cement : 4 coarse
sand : 8 graded stone aggregate 40 mm nominal
size) inside plastering 12 mm thick with cement
mortar 1:3 (1cement 3 coarse sand ) finished with a
floating coat of neat cement and making channels
in cement concrete 1:2:4 (1cement : 2 coarse
sand: 4 graded stone aggregate 20 mm nominal
size) finishd with a floating coat of neat cement
complete as per standard design
 i) Inside size 90 x 80 cm & 45 cm deep including CI
cover with frame (light duty) 455 x 610mm internal
dimensions, total weight of cover & frame to be not
less than 38 kg (weight of cover 23 kg and weight
of frame 15 kg)

a) With common burnt clay F.P.S.(non modular) bricks

of classic designation 7.5
Main Hall Nos 20.00

7.00 Extra for depth for manholes:

i) size 90 X 80 cm

a) With common burnt clay F.P.S. (non modular)

bricks of class designation 7.5

Total of Man hole 90x80 Rmt 1.00 20.00 0.25

8.00 Providing orange colour safety foot rest of minimum

6 mm thick plastic encapsulated as per IS : 10910,
on 12 mm dia steel bar conforming to IS: 1786,
having minimum cross section as 23 mmx25 mm
and over all minimum length 263 mm and width as
165 mm with minimum 112 mm space between
protruded legs having 2 mm tread on top surface by
ribbing or chequering besides necessary and
adequate anchoring projections on tail length on
138 mm as per standard drawing and suitable to
with stand the bend test and chemical resistance
test as per specifications and having manufacture's
permanent identification mark to be visible even
after fixing, including fixing in manholes with
30x20x15 cm cement concrete block 1:3:6 (1
cement : 3 coarse sand : 6 graded stone aggregate
20 mm nominal size) complete as per design.

Manhole 90x80 cm Nos 1.00 20.00

der (DDJAY) AT Sector-49
ad Haryana

H Qty

0.65 22.28

Total 22.28
Say 23.00

249.00
480.00

Total 729.00
Say 729.00
0.075 4.67
0.075 10.80

Total 15.47
Say 16.00

248.28

Total 248.28
Say 249.00

479.25

Total 479.25
Say 480.00
 20.00

Total 20.00
Say 20.00

5.00

Total 5.00
Say 5.00

20.00

Total 20.00
Say 20.00
NAME OF PROJECT:-Layout plan of affordable residential Plotted Colony Under (DDJAY) AT
Sector-49
AREA Measuring 6.0125ACS. In Village Dabua, District - Faridabad Haryana

EXTERNAL STORM LINE MEASUREMENT SHEET

S.N. Items Unit Nos L B H

2.00 Excavating trenches of required width for

pipes, cable, etc including excavation for
sockets and dressing of sides, ramming of
bottoms, depth upto 1.50m including getting
out the excavated soil & then returning the
soil as required, in layers not exceeding 20
cm in depth including consolidating each
deposited layer by ramming, watering, etc &
disposing of surplus excavated soil as
directed within a lead of 50m.

i) All kinds of soil

a) Pipes cables etc. exceeding 80 mm dia. But

not exceeding 300mm dia.

RCC Pipe 150 MM Dia Metre 1.00 436.00

RCC Pipe 250 MM Dia Metre 1.00 109.00
RCC Pipe 450 MM Dia Metre 1.00 328.00
RCC Pipe 600 MM Dia Metre 1.00 190.00

Total
Say

3.00 Providing and laying in position cement

concrete of specified grade excluding the
cost of centering and shuttering - All work up
to plinth level
a) 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8
graded stone aggregate 40 mm nominal
size)
RCC Pipe 150 MM Dia Cum 1.00 436.00 0.20 0.075
RCC Pipe 250 MM Dia Cum 1.00 109.00 0.30 0.075
RCC Pipe 450 MM Dia Cum 1.00 328.00 0.50 0.075
RCC Pipe 600 MM Dia Cum 1.00 190.00 0.70 0.075

Total
Say
5.00 Providing and laying non-pressure NP2 class
(light duty) R.C.C. pipes with collars jointed
with stiff mixture of cement mortar in the
proportion of 1:2 (1 cement : 2 fine sand)
including testing of joints etc. complete :

a) 150 mm dia. R.C.C. pipe

RCC Pipe 150 MM Dia Rmt 1.00 435.72

Total
Say

b) 250 mm dia. R.C.C. pipe

RCC Pipe 250 MM Dia Rmt 1.00 108.65

Total
Say

c) 450 mm dia. R.C.C. pipe

RCC Pipe 450 MM Dia Rm 1.00 327.75

Total
Say

d) 600 mm dia. R.C.C. pipe

RCC Pipe 600 MM Dia Rm 1.00 189.43

Total
Say

9.00 Providing & fixing Desilting Chamber Size 2

Mtr x 1.5 Mtr x 1.2 Mtr all complete as per
detailed drawings and as directed by
Architect.
Desilting Chamber Size 2 Mtr x 1.5 Mtr x 1.2 M Nos 4.00

Total
Say

10.00 Providing & fixing Harvesring Pit Size 4 Mtr x

2.5 Mtr x 3 Mtr all complete as per detailed
drawings and as directed by Architect.
Harvesring Pit Size 4 Mtr x 2.5 Mtr x 3 Mtr Nos 4.00

Total
Say
nder (DDJAY) AT

Haryana

Qty

436.00
109.00
328.00
190.00

1063.00
1063.00

6.54
2.45
12.30
9.98

31.27
32.00
435.72

435.72
436.00

108.65

108.65
109.00

327.75

327.75
328.00

189.43

189.43
190.00

4.00

4.00
4.00
4.00

4.00
4.00