Painting
Content
LEAD CHART
Based on MSR 2013
Name of work:-Improvement of sorbol thingel (laying shingle,grouting,WBM IRC grade III& P.
Item no.1 : Providing laying and compacting granular base/sub base according to lines, grades and cross section
using naturally occurring sand gravel/conforming to IRC Grading-II of M.O.S.T. specifications free from organic or o
deleterious constituents compacted by rolling with power roller of 8 to 10 tonne capacity in layers not exceeding
mm (spread thickness) including rolling of the road surface to proper level and grades 30 cm width edging on b
sides etc complete as directed by the Engineer-in-charge (with carriage charge of all materials).
Carriage charge of stone aggregate from Sekmai Quarry.
Quarry
Sekmai
Imphal
sorbol thingel
W/site poin
2 km
20 km
3 km
0.617km
Average Lead:2+
20.00 +
3.00 +
0.617 =
25.31 Km
2
25 km(approx)
Below 40mm size:- 0
to
5Km
Rs
254.41
5 to
10 =
5x
19.28 =
Rs
96.4
10 to
20 =
10 x
15.01 =
Rs
150.1
20 to
25 =
5x
11.61 =
Rs
58.05
Rs
558.96
15.00% C.P
Rs
83.84
Rs
642.8
Above 40mm size:- 0
to
5Km
5 to
10 to
20 to
10 =
20 =
25 =
5x
10 x
5x
20.90 =
16.27 =
12.59 =
15.00% C.P
Rs
Rs
Rs
Rs
Rs
Rs
Rs
275.86
104.5
162.7
62.95
606.01
90.9
696.91
Item no.2 :Providing and laying single layer W.B.M. 7.5 cm consolidated thickness using 1.00 cum of stone aggt
conforming to IRC Grades per 10 sqm of road surface and 0.23 cum of binder materials of approved quality per 10
sqm of road surface including consolidation of the same, rolling of the surface to camber, super elevation and grad
by using template, straight edges and spirit level in layers not exceeding 100 mm to 130 mm thick (spread thickne
dry and wet rolling with 8 to 10 tonne roller including earth edging 30 cm width on both sides and applying binding
materials as specified (with carriage charge of all materials) a)IRC Grade-III
Carriage charge of stone aggregate from Bongmol Quarry.
Quarry
bongmol
Imphal
sorbol thingel
W/site point
2 km
30 km
3 km
0.617
Average Lead:2+
30
+
3.00 +
0.62 =
35.31 Km
2
35 km(approx)
Below 40mm size:- 0
to
5Km
5 to
10 to
20 to
10 =
20 =
35 =
5x
10 x
15 x
19.28 =
15.01 =
11.61 =
15.00% C.P
Above 40mm size:- 0
to
5Km
5 to
10 to
20 to
10 =
20 =
35 =
5x
10 x
15 x
20.90 =
16.27 =
12.59 =
15.00% C.P
MOORUM
Carriage charge upto 1st to 5Km.
15.00% C.P
Rs
Rs
Rs
Rs
Rs
Rs
Rs
254.41
96.4
150.1
174.15
675.06
101.26
776.32
Rs
Rs
Rs
Rs
Rs
Rs
Rs
275.86
104.5
162.7
188.85
731.91
109.79
841.7
Rs
Rs
233.51
35.03
268.54
Rs
Item no.3:-7.5cm.thick bituminous built up, spray grout macadam using 0.50 cum of stone aggrt. of 25
nominal size per 10 sqm of road surface spread roller over a tack coat at the rate of 10kg of bitumen per
sqm for the first coat and 0.50 cum of 25mm nominal size stone aggrt. per 10sqm spread and ro
immediately after spreading hot bitumen at 15kg per 10sqm for the 2nd coat and applying a binder coa
0.13 cum of key stone aggrt. 12.5mm nominal size per 10sqm spread broomed and immediately a
spraying of bitumen binder of approved quality at 15kg per 10 sqm complete.
LEAD CHART
Store
Imphal
4.00Km
Average Lead:4+
3.00 +
CARRIAGE OF BITUMEN(80/100)
0 to
5Km
5 to
sorbol thingel
3Km
+
W/site point
0.62 km
0.617 =
2
7.309 Km
7 km(approx)
10 =
2x
14.55 =
15.00% C.P
Rs
Rs
Rs
Rs
Rs
192
29.10
221.1
33.17
254.27
LEAD CHART
Quarry
2 km
Average Lead:2+
Sekmai
20 km
Imphal
sorbon thingel
0.62km
3 km
20.00 +
3.00 +
0.617 =
2
W/site poi
25.31 Km
25 km(approx)
Below 40mm size:- 0
to
5Km
5 to
10 to
20 to
10 =
20 =
25 =
5x
10 x
5x
19.28 =
15.01 =
11.61 =
15.00% C.P
Rs
Rs
Rs
Rs
Rs
Rs
Rs
254.41
96.4
150.1
58.05
558.96
83.84
642.8
Item no. 4 :2 cm consolidated thick single coat pre-mix carpet surfacing with 0.27 cum stone chipping 12.5 mm s
0.18 cum and 10 mm size 0.09 cum mix with 14.6 kg of binder per 10.00 sqm of road surface and rolling complete
including a seal coat IRC type "B" with 0.06 cum of fine aggregate and 6.8 kg of bitumen 80/100 per 10.00 sqm of
road surface.2) sweeping with brooms and finally fanning the cleaned surface with gunny bags to removed all the
loose dirt etc. a) Water Bound macadm surface (New) 3) providing and applying evenly a priming tack coat with
bitumen 80/100 a) 10kg./10sqm.
Carriage charge of bitumen from PWD Stores.
Store
Imphal
sorbol thingel
W/site point
4.00Km
3Km
0.617 km
Average Lead:4+
3.00 +
+
0.617 =
7.309 Km
2
CARRIAGE OF BITUMEN(80/100)
7 km(approx)
0 to
5Km
Rs
192
5 to
10 =
2x
14.55 =
Rs
29.10
Rs
221.1
15.00% C.P
Rs
33.17
Rs
254.27
rade III& P.C)
cross sections by
m organic or other
ot exceeding 150
h edging on both
W/site point
/Cum
/Cum
/Cum
/Cum
/Cum
/Cum
/Cum
/Cum
/Cum
/Cum
/Cum
/Cum
/Cum
/Cum
stone aggt
uality per 10
tion and grade
pread thickness),
plying binding
W/site point
km
/Cum
/Cum
/Cum
/Cum
/Cum
/Cum
/Cum
/Cum
/Cum
/Cum
/Cum
/Cum
/Cum
/Cum
/Cum
/Cum
aggrt. of 25mm
bitumen per 10
read and rolled
a binder coat of
mediately after
W/site point
/MT
/MT
/MT
/MT
/MT
W/site point
/Cum
/Cum
/Cum
/Cum
/Cum
/Cum
/Cum
ng 12.5 mm size
lling complete
10.00 sqm of
moved all the
k coat with
W/site point
/MT
/MT
/MT
/MT
/MT
RATE ANALYSIS
BASED ON MSR 2013
Name of work:-Maintenance of 1st MR Internal Road in connection of 2015 Republi
celebration at Imphal(SH: Mending of pot hole )
Item no.1:-7.5cm.thick bituminous built up, spray grout macadam using 0.50 cum of stone a
25mm nominal size per 10 sqm of road surface spread roller over a tack coat at the rate of 10
bitumen per 10 sqm for the first coat and 0.50 cum of 25mm nominal size stone aggrt. per 10
spread and rolled immediately after spreading hot bitumen at 15kg per 10sqm for the 2nd coa
applying a binder coat of 0.13 cum of key stone aggrt. 12.5mm nominal size per 10sqm sprea
broomed and immediately after spraying of bitumen binder of approved quality at 15kg per 10
complete.
Rate as per MSR’13 without carriage charge
=
Rs
Carriage charge of materials:
25mm stone aggregate
0.0998 x 749.62 =
Rs
12mm stone aggregate
0.0129 x 749.62 =
Rs
Bitumen
0.004 x
220.8 =
Rs
Add 6.6% sale tax &cess
=
Rs
Rs
IS
2013
nnection of 2015 Republic Day
m using 0.50 cum of stone aggrt. of
a tack coat at the rate of 10kg of
inal size stone aggrt. per 10sqm
g per 10sqm for the 2nd coat and
ominal size per 10sqm spread
proved quality at 15kg per 10 sqm
667.40 /sqm
74.81
9.67 /sqm
0.88 Mt
49.68
802.45
ABSTRACT OF COST
Name of work:-Painting of Jail Road foot path in connection of 2015 Republic Day celebration at Imphal
Sl No
Sub-Head/Items of works.
1 Painting lines , dashes , arrow etc. on road in two coats work with ready mixed road marking
paint , including cleaning the surface of all dirt , dust and other foreign matter , demarcation
at site and traffic control involved
a ) Over 10 cm in width ( white and yellow )
add 3% contigency charge
(say rupees ninety nine thousand eight hundred fifty five) only
Assitant Engineer-I
I/W P.W.D., Manipur
ST
Quantity Rate
453.36
Unit
Amount
213.84 sqm
3%
total
Remarks
Based on MSR
2013+RA
96,946.50
Rs.
2,908
RS.
99,855
Executive Engineer
I/W P.W.D., Manipur
a)Preparing surface by brushing with wire brushes for remaining caked
mud etc. sweeping with brooms and finally fanning the cleared surface
with gunny bags to removed all loose dirt etc.
Black Topped surface.
b)Providing & applying evenly a priming/tack coat with bitumen (80/100).5
kg/10 sqm.
c)2 cm consolidated thick single coat pre-mix capet surfacing with 0.27
cum stone chipping 12.5 mm size 0.18 cum and 10 mm size 0.09 cum mix
with 14.6 kg of binder per 10.00 sqm of road surface and rolling complete
including a seal coat IRC type "B" with 0.09 cum of stone chipping 6.3 mm
nominal size and 9.8 kg of bitumen 80/100 per 10.00 sqm of road surface.
=
Rs
=
=
Rs
Rs
d)carriage charge of material by mechanical transport
carriage chage for 75mm thick
0.033cum below 40mm size aggregate @749.62/cum
0.00264 Mt. of bitumen (per 1 sqm)@Rs220.80/cum
=
=
Rs
Rs
Rate per sqm. i/c carriage charge =(a+b+c+d)
add 6.6% sale tax & cess
=
=
Rs
Rs
Rs
6.60%
11.2
45.7
290.6
24.74
0.69
372.93 /sqm
24.61
397.54
DETAILS OF MEASUREMENT
Name of work:-Painting of Jail Road foot path in connection of 2015 Republic Day celebration at Im
Sub-Head /Items of work
No.
SLNo
1
Painting lines , dashes , arrow etc. on road in two coats work
with ready mixed road marking paint , including cleaning the
surface of all dirt , dust and other foreign matter ,
demarcation at site and traffic control involved
L
B
a ) Over 10 cm in width ( white and yellow )
2x
377.8 x
0.6
y celebration at Imphal
Qty.
=
units
453.36 sqm
Based on MSR 2013
Name of work:-Improvement of sorbol thingel (laying shingle,grouting,WBM IRC grade III& P.
Item no.1 : Providing laying and compacting granular base/sub base according to lines, grades and cross section
using naturally occurring sand gravel/conforming to IRC Grading-II of M.O.S.T. specifications free from organic or o
deleterious constituents compacted by rolling with power roller of 8 to 10 tonne capacity in layers not exceeding
mm (spread thickness) including rolling of the road surface to proper level and grades 30 cm width edging on b
sides etc complete as directed by the Engineer-in-charge (with carriage charge of all materials).
Carriage charge of stone aggregate from Sekmai Quarry.
Quarry
Sekmai
Imphal
sorbol thingel
W/site poin
2 km
20 km
3 km
0.617km
Average Lead:2+
20.00 +
3.00 +
0.617 =
25.31 Km
2
25 km(approx)
Below 40mm size:- 0
to
5Km
Rs
254.41
5 to
10 =
5x
19.28 =
Rs
96.4
10 to
20 =
10 x
15.01 =
Rs
150.1
20 to
25 =
5x
11.61 =
Rs
58.05
Rs
558.96
15.00% C.P
Rs
83.84
Rs
642.8
Above 40mm size:- 0
to
5Km
5 to
10 to
20 to
10 =
20 =
25 =
5x
10 x
5x
20.90 =
16.27 =
12.59 =
15.00% C.P
Rs
Rs
Rs
Rs
Rs
Rs
Rs
275.86
104.5
162.7
62.95
606.01
90.9
696.91
Item no.2 :Providing and laying single layer W.B.M. 7.5 cm consolidated thickness using 1.00 cum of stone aggt
conforming to IRC Grades per 10 sqm of road surface and 0.23 cum of binder materials of approved quality per 10
sqm of road surface including consolidation of the same, rolling of the surface to camber, super elevation and grad
by using template, straight edges and spirit level in layers not exceeding 100 mm to 130 mm thick (spread thickne
dry and wet rolling with 8 to 10 tonne roller including earth edging 30 cm width on both sides and applying binding
materials as specified (with carriage charge of all materials) a)IRC Grade-III
Carriage charge of stone aggregate from Bongmol Quarry.
Quarry
bongmol
Imphal
sorbol thingel
W/site point
2 km
30 km
3 km
0.617
Average Lead:2+
30
+
3.00 +
0.62 =
35.31 Km
2
35 km(approx)
Below 40mm size:- 0
to
5Km
5 to
10 to
20 to
10 =
20 =
35 =
5x
10 x
15 x
19.28 =
15.01 =
11.61 =
15.00% C.P
Above 40mm size:- 0
to
5Km
5 to
10 to
20 to
10 =
20 =
35 =
5x
10 x
15 x
20.90 =
16.27 =
12.59 =
15.00% C.P
MOORUM
Carriage charge upto 1st to 5Km.
15.00% C.P
Rs
Rs
Rs
Rs
Rs
Rs
Rs
254.41
96.4
150.1
174.15
675.06
101.26
776.32
Rs
Rs
Rs
Rs
Rs
Rs
Rs
275.86
104.5
162.7
188.85
731.91
109.79
841.7
Rs
Rs
233.51
35.03
268.54
Rs
Item no.3:-7.5cm.thick bituminous built up, spray grout macadam using 0.50 cum of stone aggrt. of 25
nominal size per 10 sqm of road surface spread roller over a tack coat at the rate of 10kg of bitumen per
sqm for the first coat and 0.50 cum of 25mm nominal size stone aggrt. per 10sqm spread and ro
immediately after spreading hot bitumen at 15kg per 10sqm for the 2nd coat and applying a binder coa
0.13 cum of key stone aggrt. 12.5mm nominal size per 10sqm spread broomed and immediately a
spraying of bitumen binder of approved quality at 15kg per 10 sqm complete.
LEAD CHART
Store
Imphal
4.00Km
Average Lead:4+
3.00 +
CARRIAGE OF BITUMEN(80/100)
0 to
5Km
5 to
sorbol thingel
3Km
+
W/site point
0.62 km
0.617 =
2
7.309 Km
7 km(approx)
10 =
2x
14.55 =
15.00% C.P
Rs
Rs
Rs
Rs
Rs
192
29.10
221.1
33.17
254.27
LEAD CHART
Quarry
2 km
Average Lead:2+
Sekmai
20 km
Imphal
sorbon thingel
0.62km
3 km
20.00 +
3.00 +
0.617 =
2
W/site poi
25.31 Km
25 km(approx)
Below 40mm size:- 0
to
5Km
5 to
10 to
20 to
10 =
20 =
25 =
5x
10 x
5x
19.28 =
15.01 =
11.61 =
15.00% C.P
Rs
Rs
Rs
Rs
Rs
Rs
Rs
254.41
96.4
150.1
58.05
558.96
83.84
642.8
Item no. 4 :2 cm consolidated thick single coat pre-mix carpet surfacing with 0.27 cum stone chipping 12.5 mm s
0.18 cum and 10 mm size 0.09 cum mix with 14.6 kg of binder per 10.00 sqm of road surface and rolling complete
including a seal coat IRC type "B" with 0.06 cum of fine aggregate and 6.8 kg of bitumen 80/100 per 10.00 sqm of
road surface.2) sweeping with brooms and finally fanning the cleaned surface with gunny bags to removed all the
loose dirt etc. a) Water Bound macadm surface (New) 3) providing and applying evenly a priming tack coat with
bitumen 80/100 a) 10kg./10sqm.
Carriage charge of bitumen from PWD Stores.
Store
Imphal
sorbol thingel
W/site point
4.00Km
3Km
0.617 km
Average Lead:4+
3.00 +
+
0.617 =
7.309 Km
2
CARRIAGE OF BITUMEN(80/100)
7 km(approx)
0 to
5Km
Rs
192
5 to
10 =
2x
14.55 =
Rs
29.10
Rs
221.1
15.00% C.P
Rs
33.17
Rs
254.27
rade III& P.C)
cross sections by
m organic or other
ot exceeding 150
h edging on both
W/site point
/Cum
/Cum
/Cum
/Cum
/Cum
/Cum
/Cum
/Cum
/Cum
/Cum
/Cum
/Cum
/Cum
/Cum
stone aggt
uality per 10
tion and grade
pread thickness),
plying binding
W/site point
km
/Cum
/Cum
/Cum
/Cum
/Cum
/Cum
/Cum
/Cum
/Cum
/Cum
/Cum
/Cum
/Cum
/Cum
/Cum
/Cum
aggrt. of 25mm
bitumen per 10
read and rolled
a binder coat of
mediately after
W/site point
/MT
/MT
/MT
/MT
/MT
W/site point
/Cum
/Cum
/Cum
/Cum
/Cum
/Cum
/Cum
ng 12.5 mm size
lling complete
10.00 sqm of
moved all the
k coat with
W/site point
/MT
/MT
/MT
/MT
/MT
RATE ANALYSIS
BASED ON MSR 2013
Name of work:-Maintenance of 1st MR Internal Road in connection of 2015 Republi
celebration at Imphal(SH: Mending of pot hole )
Item no.1:-7.5cm.thick bituminous built up, spray grout macadam using 0.50 cum of stone a
25mm nominal size per 10 sqm of road surface spread roller over a tack coat at the rate of 10
bitumen per 10 sqm for the first coat and 0.50 cum of 25mm nominal size stone aggrt. per 10
spread and rolled immediately after spreading hot bitumen at 15kg per 10sqm for the 2nd coa
applying a binder coat of 0.13 cum of key stone aggrt. 12.5mm nominal size per 10sqm sprea
broomed and immediately after spraying of bitumen binder of approved quality at 15kg per 10
complete.
Rate as per MSR’13 without carriage charge
=
Rs
Carriage charge of materials:
25mm stone aggregate
0.0998 x 749.62 =
Rs
12mm stone aggregate
0.0129 x 749.62 =
Rs
Bitumen
0.004 x
220.8 =
Rs
Add 6.6% sale tax &cess
=
Rs
Rs
IS
2013
nnection of 2015 Republic Day
m using 0.50 cum of stone aggrt. of
a tack coat at the rate of 10kg of
inal size stone aggrt. per 10sqm
g per 10sqm for the 2nd coat and
ominal size per 10sqm spread
proved quality at 15kg per 10 sqm
667.40 /sqm
74.81
9.67 /sqm
0.88 Mt
49.68
802.45
ABSTRACT OF COST
Name of work:-Painting of Jail Road foot path in connection of 2015 Republic Day celebration at Imphal
Sl No
Sub-Head/Items of works.
1 Painting lines , dashes , arrow etc. on road in two coats work with ready mixed road marking
paint , including cleaning the surface of all dirt , dust and other foreign matter , demarcation
at site and traffic control involved
a ) Over 10 cm in width ( white and yellow )
add 3% contigency charge
(say rupees ninety nine thousand eight hundred fifty five) only
Assitant Engineer-I
I/W P.W.D., Manipur
ST
Quantity Rate
453.36
Unit
Amount
213.84 sqm
3%
total
Remarks
Based on MSR
2013+RA
96,946.50
Rs.
2,908
RS.
99,855
Executive Engineer
I/W P.W.D., Manipur
a)Preparing surface by brushing with wire brushes for remaining caked
mud etc. sweeping with brooms and finally fanning the cleared surface
with gunny bags to removed all loose dirt etc.
Black Topped surface.
b)Providing & applying evenly a priming/tack coat with bitumen (80/100).5
kg/10 sqm.
c)2 cm consolidated thick single coat pre-mix capet surfacing with 0.27
cum stone chipping 12.5 mm size 0.18 cum and 10 mm size 0.09 cum mix
with 14.6 kg of binder per 10.00 sqm of road surface and rolling complete
including a seal coat IRC type "B" with 0.09 cum of stone chipping 6.3 mm
nominal size and 9.8 kg of bitumen 80/100 per 10.00 sqm of road surface.
=
Rs
=
=
Rs
Rs
d)carriage charge of material by mechanical transport
carriage chage for 75mm thick
0.033cum below 40mm size aggregate @749.62/cum
0.00264 Mt. of bitumen (per 1 sqm)@Rs220.80/cum
=
=
Rs
Rs
Rate per sqm. i/c carriage charge =(a+b+c+d)
add 6.6% sale tax & cess
=
=
Rs
Rs
Rs
6.60%
11.2
45.7
290.6
24.74
0.69
372.93 /sqm
24.61
397.54
DETAILS OF MEASUREMENT
Name of work:-Painting of Jail Road foot path in connection of 2015 Republic Day celebration at Im
Sub-Head /Items of work
No.
SLNo
1
Painting lines , dashes , arrow etc. on road in two coats work
with ready mixed road marking paint , including cleaning the
surface of all dirt , dust and other foreign matter ,
demarcation at site and traffic control involved
L
B
a ) Over 10 cm in width ( white and yellow )
2x
377.8 x
0.6
y celebration at Imphal
Qty.
=
units
453.36 sqm
