th0,l0Vh0 ds dkj.k njksa ij izHkko ls vfrfjDr dj dh /kujkf'k dk fooj.

k
Name of Work :- y[kuÅ cfy;k jkT;ekxZ ,l0,p0&34 ds fdeh0&188 ls 216 rd pkSM+hdj.k ,oa lqn`<hdj.k dk dk;ZA
Name of Contractor :- M/S Abhishek Builders C.B. No. 33/S.E./2016-17 Date :- 22.08.2016

4-7 izfr'kr
Hkqxrku
ds vuqlkj Hkqxrku Lohd`r 12 izfr'kr
Øe vuqcfU dh tkus fcuk VSDl vfrfjDr VSDl
vf/kd ds dh x;h vkx.ku ds th0,l0Vh0 (Rg-Rv)/Rv
ka dk;Z dk fooj.k /kr nj
vk/kkj ij
okyh
/kujkf'k vuqlkj nj
dh nj
lfgr nj Hkkj enokj
d ek=k
nj
(A) (Q) (A)X(Q) (RV) (B) Rg (C) (A)x(Q)x(C)
1 2 3 4 5 6 7 8 9 10 11
1 Construction of Embankment with approved
material obtained from right of way with all lifts
and leads, transporting to site, spreading, 141.20 147.84 120251.35 17777526.68 146.60 142.40 159.49 0.09 1562870.15
grading to required slope and compacting to
meet requirement of Tables 300.1 and 300.2

2 Construction of Embankment with approved

material obtained from right of way with all lifts
and leads, transporting to site, spreading,
grading to required slope and compacting to 141.20 147.84 1911.00 282515.36 146.60 142.40 159.49 0.09 24836.68
meet requirement of Tables 300.1 and 300.2
(For Patari)

3 Scarifiying existing bituminos surface by

machanical means disposal of scarified material 4.10 4.29 4641.00 19922.42 4.40 4.25 4.76 0.08 1630.02
within all lifts and leads up to 100m.

4 Construction of granular sub-base by providing

close graded Material, spreding in uniform layer
with moter grader on prepaired surface mixing
by mix in place mathed with rotavator at OMC 2679.20 2805.12 29692.89 83292190.86 2731.70 2637.50 2954.00 0.08 6778143.29
and compating with Vibratory roler to achive
the deiser density complete as per clause 401

5 Providing, laying, spreading and compacting

graded stone aggregate to wet mix macadam
specification including premixing the Material
with water at OMC in mechanical mix plant
carriage of mixed Material by tipper to site,
laying in uniform layers with paver in sub- 2955.60 3094.51 25486.33 78867784.60 3056.70 2950.80 3304.90 0.08 6403856.66
base / base course on well prepared surface and
compacting with vibratory roller to achieve the
desired density.
6 Providing and applying primer coat with
bitumen emulsion on prepared surface of
granular Base including clearing of road surface
24.80 25.97 101196.00 2627614.86 23.50 20.00 22.40 -0.05 -122994.74
and spraying primer at the rate of 0.60 kg/sqm
using mechanical means.

7 Providing and applying tack coat-1 with

bitumen emulsion using emulsion pressure
distributor at the rate of 0.35 kg per sqm on the
13.20 13.82 84514.52 1168024.47 14.70 11.40 12.77 -0.13 -153511.79
prepared bituminous/granular surface cleaned
with mechanical broom.

8 Providing and applying Tack coat-2 with

medium setting emulsion using V.G.-10 sprayer
at the rate of 0.30 kg per sqm on the prepared 11.50 12.04 319676.18 3849061.05 12.70 9.90 11.09 -0.13 -488557.98
surface cleaned by mechanical broom.

9 Providing and laying bituminous macadam with

60-90 TPh hot mix plant producing an average
output of 75 tonnes per hour using crushed
aggergates of specified grading premixed with
bituminous binder @ 3.4% of mix for 50-75 mm
thickness transported to site laid over a 7344.30 7689.48 9368.77 72040981.52 7787.50 6913.60 7743.23 -0.01 -409516.55
perviously prepared surface with paver finisher
to the required grade level and alignment and
rolled as per Clauses 501.6 and 501.7 to achieve
the desired compaction.

10 Providing and laying 50mm Dense graded

bituminous macadam with 100 TPH batch type
HMP producing an average output of 75 tonne
per hour using crushed aggregates of specified
grading, premixed with bituminous binder (VG-
30) @ 4.5 per cent by weight of total mix and
filler, transporting the hot mix kto work site,
laying with a hydrostatic paver finisher with
sencor control to the required grade, level and 8728.70 9138.95 6711.19 61333222.47 9133.90 7976.90 8934.13 -0.02 -1341448.95
alignment , rolling with smooth wheeled,
vibratory and tandem rollers to achieve the
desired compaction as per MoRTH
specifications Clause 507 complete in all
respects.
11 Providing and laying 30 mm Bituminous
Concrete with 100 TPh HMP producing an
avarage output of 75 tonnes per hour using
crushed aggergates of specified grading,
premixed with bituminous binder @5.4 per cent
mix and filler, transporting the hot mix to work
site, laying with a hydrostatic paver finisher
with sensor control to the required grade, level 10033.10 10504.66 11771.92 123659966.53 10835.40 9281.40 10395.17 -0.04 -5024186.87
and alignment rolling with smooth to achieve
the desired compaction as per MORTH
Specification Clause 509 complete in all
respects including cost of all material, labour
T&P etc as per directed by Engineer-in-charge.

12 Earth Work in excavation for foundation as per

clause 301 of MoRTH Specification. For Drain 51.70 54.13 1065.98 57701.12 55.90 53.90 60.37 0.08 4611.96

13 PCC 1:3:6 in foundation with 40 mm gauge

5114.20 5354.57 104.53 559712.93 5128.90 4540.40 5085.25 -0.01 -4763.71
brick ballast For Drain
14 Brick work 1:3 as per clause 1300 of MoRTH
Specification.For Drain & Cluvert 6084.00 6369.95 300.85 1916367.01 5971.40 5147.20 5764.86 -0.03 -66282.41

15 12mm thick Plaster 1:4 as per clause

1300&2200 of MoRTH Specification. 114.00 119.36 170.40 20338.60 116.60 101.70 113.90 -0.02 -470.26

16 Supply ,Fitting and placing MS bar

rainforcement in foundation complete as per
drawing and Techinical Specification Clauses 4876.00 5105.17 33.84 172759.02 5015.00 4276.80 4790.02 -0.04 -7750.35
100 and 1202(1485)

17 Supply & laying of 1000 mm Dia Hume Pipe 4516.00 4728.25 15.00 70923.78 4516.00 4516.00 5057.92 0.12 8510.85

18 R.C.C. M-25 as per clause 1500,1700 & 2100

of MoRTH Specification. 7288.90 7631.48 43.18 329527.23 7414.30 6412.90 7182.45 -0.03 -10304.62

Total :- 7154671.39

Contractor Junior Engineer Assistant Engineer Executive Engineer

 th0,l0Vh0 ds dkj.k njksa ij izHkko ls vfrfjDr dj dh /kujkf'k dk fooj.k
Name of Work :- y[kuÅ cfy;k jkT;ekxZ ,l0,p0&34 ds fdeh0&188 ls 216 rd pkSM+hdj.k ,oa lqn`<hdj.k dk dk;ZA
Name of Contractor :- M/S Abhishek Builders C.B. No. 33/S.E./2016-17 Date :- 22.08.2016
4-7 fnukad
Hkqxrku
izfr'kr 01-07- vo'ks"k
dh tkus vfrfjDr
ds 2017 ls ek=k ftl Lohd`r 12
okyh Hkqxrku fcuk
Øe vuqcf vuqlkj iqoZ ij vkx.ku izfr'kr VSDl
dqy dh x;h VSDl dh (Rg-Rv)/Rv
ka dk;Z dk fooj.k U/kr nj vf/kd Hkqxrk
ek=k
th0,l0Vh
/kujkf'k
ds
nj
th0,l0Vh Hkkj
d ds u dh 0 ns; vuqlkj nj 0 lfgr nj enokj
¼vafre
vk/kkj ij x;h gSa
ckmpj½
nj ek=k
(A) (Q) (A)X(Q) (RV) (B) Rg (C) (A)x(Q)x(C)
1 2 3 4 5 6 7 8 9 10 11 12 13
1 Construction of Embankment with approved
material obtained from right of way with all lifts
and leads, transporting to site, spreading, 141.20 147.84 41815.00 0.00 0.00 6181779.07 146.60 142.40 159.49 0.09 543456.81
grading to required slope and compacting to
meet requirement of Tables 300.1 and 300.2

2 Construction of Embankment with approved

material obtained from right of way with all lifts
and leads, transporting to site, spreading,
grading to required slope and compacting to 141.20 147.84 0.00 0.00 0.00 146.60 142.40 159.49 0.09 0.00
meet requirement of Tables 300.1 and 300.2
(For Patari)

3 Scarifiying existing bituminos surface by

machanical means disposal of scarified material 4.10 4.29 0.00 0.00 0.00 4.40 4.30 4.82 0.09 0.00
within all lifts and leads up to 100m.

4 Construction of granular sub-base by providing

close graded Material, spreding in uniform layer
with moter grader on prepaired surface mixing
by mix in place mathed with rotavator at OMC 2679.20 2805.12 6435.00 0.00 0.00 18050962.64 2731.70 2637.50 2954.00 0.08 1468949.37
and compating with Vibratory roler to achive
the deiser density complete as per clause 401
5 Providing, laying, spreading and compacting
graded stone aggregate to wet mix macadam
specification including premixing the Material
with water at OMC in mechanical mix plant
carriage of mixed Material by tipper to site,
laying in uniform layers with paver in sub- 2955.60 3094.51 4875.00 0.00 0.00 15085751.85 3056.70 2950.80 3304.90 0.08 1224923.37
base / base course on well prepared surface and
compacting with vibratory roller to achieve the
desired density.

6 Providing and applying primer coat with

bitumen emulsion on prepared surface of
granular Base including clearing of road surface
24.80 25.97 0.00 0.00 0.00 23.50 20.00 22.40 -0.05 0.00
and spraying primer at the rate of 0.60 kg/sqm
using mechanical means.

7 Providing and applying tack coat-1 with

bitumen emulsion using emulsion pressure
distributor at the rate of 0.35 kg per sqm on the
13.20 13.82 0.00 0.00 0.00 14.70 11.40 12.77 -0.13 0.00
prepared bituminous/granular surface cleaned
with mechanical broom.

8 Providing and applying Tack coat-2 with

medium setting emulsion using V.G.-10 sprayer
at the rate of 0.30 kg per sqm on the prepared 11.50 12.04 0.00 0.00 0.00 12.70 9.90 11.09 -0.13 0.00
surface cleaned by mechanical broom.

9 Providing and laying bituminous macadam with

60-90 TPh hot mix plant producing an average
output of 75 tonnes per hour using crushed
aggergates of specified grading premixed with
bituminous binder @ 3.4% of mix for 50-75 mm
thickness transported to site laid over a 7344.30 7689.48 0.00 0.00 0.00 7787.50 6913.60 7743.23 -0.01 0.00
perviously prepared surface with paver finisher
to the required grade level and alignment and
rolled as per Clauses 501.6 and 501.7 to achieve
the desired compaction.
10 Providing and laying 50mm Dense graded
bituminous macadam with 100 TPH batch type
HMP producing an average output of 75 tonne
per hour using crushed aggregates of specified
grading, premixed with bituminous binder (VG-
30) @ 4.5 per cent by weight of total mix and
filler, transporting the hot mix kto work site,
laying with a hydrostatic paver finisher with
sencor control to the required grade, level and 8728.70 9138.95 0.00 0.00 0.00 9133.90 7976.80 8934.02 -0.02 0.00
alignment , rolling with smooth wheeled,
vibratory and tandem rollers to achieve the
desired compaction as per MoRTH
specifications Clause 507 complete in all
respects.

11 Providing and laying 30 mm Bituminous

Concrete with 100 TPh HMP producing an
avarage output of 75 tonnes per hour using
crushed aggergates of specified grading,
premixed with bituminous binder @5.4 per cent
mix and filler, transporting the hot mix to work
site, laying with a hydrostatic paver finisher
with sensor control to the required grade, level 10033.10 10504.66 0.00 0.00 0.00 10835.40 9281.40 10395.17 -0.04 0.00
and alignment rolling with smooth to achieve
the desired compaction as per MORTH
Specification Clause 509 complete in all
respects including cost of all material, labour
T&P etc as per directed by Engineer-in-charge.

12 Earth Work in excavation for foundation as per

clause 301 of MoRTH Specification. For Drain 51.70 54.13 0.00 0.00 0.00 55.90 53.90 60.37 0.08 0.00

13 PCC 1:3:6 in foundation with 40 mm gauge

5114.20 5354.57 0.00 0.00 0.00 5128.90 4540.40 5085.25 -0.01 0.00
brick ballast For Drain
14 Brick work 1:3 as per clause 1300 of MoRTH
Specification.For Drain & Cluvert 6084.00 6369.95 0.00 0.00 0.00 5971.40 5335.60 5975.87 0.00 0.00

15 12mm thick Plaster 1:4 as per clause

1300&2200 of MoRTH Specification. 114.00 119.36 0.00 0.00 0.00 116.60 101.70 113.90 -0.02 0.00

16 Supply ,Fitting and placing MS bar

rainforcement in foundation complete as per
drawing and Techinical Specification Clauses 4876.00 5105.17 0.00 0.00 0.00 5015.00 4276.70 4789.90 -0.04 0.00
100 and 1202(1485)

17 Supply & laying of 1000 mm Dia Hume Pipe 4516.00 4728.25 0.00 0.00 0.00 4516.00 3717.12 4163.17 -0.08 0.00
18 R.C.C. M-25 as per clause 1500,1700 & 2100
7288.90 7631.48 0.00 0.00 0.00 7414.30 6412.90 7182.45 -0.03 0.00
of MoRTH Specification.
Total :- 3237329.55

Contractor Junior Engineer Assistant Engineer Executive Engineer

 th0,l0Vh0 ds dkj.k njksa ij izHkko ls vfrfjDr dj dh /kujkf'k dk fooj.k
Name of Work :- y[kuÅ cfy;k jkT;ekxZ ,l0,p0&34 ds fdeh0&188 ls 216 rd pkSM+hdj.k ,oa lqn`<hdj.k dk dk;ZA
Name of Contractor :- M/S Abhishek Builders C.B. No. 33/S.E./2016-17 Date :- 22.08.2016
4-7 fnukad Hkqxrk
izfr'kr 01-07- u dh vo'ks"k
vo'ks"k vfrfjDr
ds 2017 ls tkus ek=k ftl LVkWd ls Lohd`r 12
Hkqxrku /kujkf'k ftl fcuk
Øe vuqcfU/ vuqlkj iqoZ okyh ij nh x;h vkx.ku izfr'kr VSDl
dh x;h ij VSDl dh (Rg-Rv)/Rv
ka dk;Z dk fooj.k kr nj vf/kd Hkqxrk dqy th0,l0Vh
/kujkf'k
lkexzh dk
th0,l0Vh0
ds
nj
th0,l0Vh Hkkj
d ds u dh ek=k 0 ns; ewY; vuqlkj nj 0 lfgr nj enokj
ns; gSa
vk/kkj ij x;h ¼vafre gSa
nj ek=k ckmpj½
(A) (Q) (A)X(Q) (RV) (B) Rg (C) (A)x(Q)x(C)
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
1 Construction of Embankment with approved
material obtained from right of way with all
lifts and leads, transporting to site, spreading,
grading to required slope and compacting to 141.20 147.84 41815.00 120251.35 78436.35 11595747.61 0.00 11595747.61 146.60 142.40 159.49 0.09 1019413.34
meet requirement of Tables 300.1 and 300.2

2 Construction of Embankment with approved

material obtained from right of way with all
lifts and leads, transporting to site, spreading,
grading to required slope and compacting to 141.20 147.84 0.00 1911.00 1911.00 282515.36 0.00 282515.36 146.60 142.40 159.49 0.09 24836.68
meet requirement of Tables 300.1 and 300.2
(For Patari)

3 Scarifiying existing bituminos surface by

machanical means disposal of scarified 4.10 4.29 0.00 4641.00 4641.00 19922.42 0.00 19922.42 4.40 4.30 4.82 0.09 1883.57
material within all lifts and leads up to 100m.

4 Construction of granular sub-base by

providing close graded Material, spreding in
uniform layer with moter grader on prepaired
surface mixing by mix in place mathed with
rotavator at OMC and compating with 2679.20 2805.12 6435.00 29692.89 23257.89 65241228.22 0.00 65241228.22 2731.70 2637.50 2954.00 0.08 5309193.92
Vibratory roler to achive the deiser density
complete as per clause 401

5 Providing, laying, spreading and compacting

graded stone aggregate to wet mix macadam
specification including premixing the Material
with water at OMC in mechanical mix plant
carriage of mixed Material by tipper to site,
laying in uniform layers with paver in sub- 2955.60 3094.51 4875.00 25486.33 20611.33 63782032.75 0.00 63782032.75 3056.70 2950.80 3304.90 0.08 5178933.29
base / base course on well prepared surface
and compacting with vibratory roller to
achieve the desired density.
6 Providing and applying primer coat with
bitumen emulsion on prepared surface of
granular Base including clearing of road
24.80 25.97 0.00 101196.00 101196.00 2627614.86 0.00 2627614.86 23.50 20.00 22.40 -0.05 -122994.74
surface and spraying primer at the rate of 0.60
kg/sqm using mechanical means.

7 Providing and applying tack coat-1 with

bitumen emulsion using emulsion pressure
distributor at the rate of 0.35 kg per sqm on
the prepared bituminous/granular surface 13.20 13.82 0.00 84514.52 84514.52 1168024.47 2096934.00 -928909.53 14.70 11.40 12.77 -0.13 122085.25
cleaned with mechanical broom.

8 Providing and applying Tack coat-2 with

medium setting emulsion using V.G.-10
sprayer at the rate of 0.30 kg per sqm on the 11.50 12.04 0.00 319676.18 319676.18 3849061.05 0.00 3849061.05 12.70 9.90 11.09 -0.13 -488557.98
prepared surface cleaned by mechanical
broom.

9 Providing and laying bituminous macadam

with 60-90 TPh hot mix plant producing an
average output of 75 tonnes per hour using
crushed aggergates of specified grading
premixed with bituminous binder @ 3.4% of
mix for 50-75 mm thickness transported to site 7344.30 7689.48 0.00 9368.77 9368.77 72040981.52 0.00 72040981.52 7787.50 6913.60 7743.23 -0.01 -409516.55
laid over a perviously prepared surface with
paver finisher to the required grade level and
alignment and rolled as per Clauses 501.6 and
501.7 to achieve the desired compaction.

10 Providing and laying 50mm Dense graded

bituminous macadam with 100 TPH batch
type HMP producing an average output of 75
tonne per hour using crushed aggregates of
specified grading, premixed with bituminous
binder (VG-30) @ 4.5 per cent by weight of
total mix and filler, transporting the hot mix
kto work site, laying with a hydrostatic paver
finisher with sencor control to the required 8728.70 9138.95 0.00 6711.19 6711.19 61333222.47 13265756.00 48067466.47 9133.90 7976.80 8934.02 -0.02 -1051896.50
grade, level and alignment , rolling with
smooth wheeled, vibratory and tandem rollers
to achieve the desired compaction as per
MoRTH specifications Clause 507 complete
in all respects.
11 Providing and laying 30 mm Bituminous
Concrete with 100 TPh HMP producing an
avarage output of 75 tonnes per hour using
crushed aggergates of specified grading,
premixed with bituminous binder @5.4 per
cent mix and filler, transporting the hot mix to
work site, laying with a hydrostatic paver
finisher with sensor control to the required
grade, level and alignment rolling with smooth 10033.10 10504.66 0.00 11771.92 11771.92 123659966.53 17194160.00 106465806.53 10835.40 9281.40 10395.17 -0.04 -4325604.49
to achieve the desired compaction as per
MORTH Specification Clause 509 complete
in all respects including cost of all material,
labour T&P etc as per directed by Engineer-
in-charge.

12 Earth Work in excavation for foundation as

per clause 301 of MoRTH Specification. For 51.70 54.13 0.00 1065.98 1065.98 57701.12 0.00 57701.12 55.90 53.90 60.37 0.08 4611.96
Drain

13 PCC 1:3:6 in foundation with 40 mm gauge

5114.20 5354.57 0.00 104.53 104.53 559712.93 0.00 559712.93 5128.90 4540.40 5085.25 -0.01 -4763.71
brick ballast For Drain

14 Brick work 1:3 as per clause 1300 of MoRTH

6084.00 6369.95 0.00 300.85 300.85 1916367.01 0.00 1916367.01 5971.40 5335.60 5975.87 0.00 1435.17
Specification.For Drain & Cluvert

15 12mm thick Plaster 1:4 as per clause

114.00 119.36 0.00 170.40 170.40 20338.60 0.00 20338.60 116.60 101.70 113.90 -0.02 -470.26
1300&2200 of MoRTH Specification.

16 Supply ,Fitting and placing MS bar

rainforcement in foundation complete as per
drawing and Techinical Specification Clauses 4876.00 5105.17 0.00 33.84 33.84 172759.02 0.00 172759.02 5015.00 4276.70 4789.90 -0.04 -7754.21
100 and 1202(1485)

17 Supply & laying of 1000 mm Dia Hume Pipe 4516.00 4728.25 0.00 15.00 15.00 70923.78 0.00 70923.78 3872.00 3717.12 4163.17 0.08 5333.47

18 R.C.C. M-25 as per clause 1500,1700 & 2100

7288.90 7631.48 0.00 43.18 43.18 329527.23 0.00 329527.23 7414.30 6412.90 7182.45 -0.03 -10304.62
of MoRTH Specification.
Total :- 5245863.59

Contractor Junior Engineer Assistant Engineer Executive Engineer

th0,l0Vh0 ds dkj.k njksa ij izHkko ls vfrfjDr dj dh /kujkf'k dk fooj.k
dk;Z dk uke &% y[kuÅ&cfy;k ¼,l0,p0&34½ ds fdeh0&188 ls 216 rd
pkSM+hdj.k
Name ,oa
of Contractor :- M/S lqn`<+hdj.k
Abhishek Builders dk dk;ZA
C.B. No. 33/S.E./2016-17 Date :- 22.08.2016
4-70 fnukad
Hkqxrku
izfr'kr 01-07- vo'ks"k
dh tkus
ds 2017 ls ek=k ftl Lohd`r 12
okyh Hkqxrku fcuk
Øe vuqcf vuqlkj iqoZ ij vkx.ku izfr'kr (Rg- vfrfjDr VSDl
dqy dh x;h VSDl dh
ka dk;Z dk fooj.k U/kr nj vf/kd Hkqxrk
ek=k
th0,l0Vh
/kujkf'k
ds
nj
th0,l0Vh Rv)/Rv Hkkj enokj
d ds u dh 0 ns; vuqlkj nj 0 lfgr nj
¼vafre
vk/kkj ij x;h gSa
ckmpj½
nj ek=k
(A) (Q) (A)X(Q) (RV) (B) Rg (C) (A)x(Q)x(C)
1 2 3 4 5 6 7 8 9 10 11 12 13
1 Construction of Embankment with approved
material obtained from right of way with all lifts
and leads, transporting to site, spreading, 141.20 147.84 41815.00 120251.35 78436.35 11595747.61 146.60 142.40 159.49 0.088 1019413.34
grading to required slope and compacting to
meet requirement of Tables 300.1 and 300.2

2 Construction of Embankment with approved

material obtained from right of way with all lifts
and leads, transporting to site, spreading,
grading to required slope and compacting to 141.20 147.84 1911.00 1911.00 282515.36 146.60 142.40 159.49 0.088 24836.68
meet requirement of Tables 300.1 and 300.2
(For Patari)

3 Scarifiying existing bituminos surface by

machanical means disposal of scarified material 4.10 4.29 4641.00 4641.00 19922.42 4.40 4.30 4.82 0.095 1883.57
within all lifts and leads up to 100m.

4 Construction of granular sub-base by providing

close graded Material, spreding in uniform layer
with moter grader on prepaired surface mixing
by mix in place mathed with rotavator at OMC 2679.20 2805.12 6435.00 29692.89 23257.89 65241228.22 2731.70 2637.50 2954.00 0.081 5309193.92
and compating with Vibratory roler to achive
the deiser density complete as per clause 401
5 Providing, laying, spreading and compacting
graded stone aggregate to wet mix macadam
specification including premixing the Material
with water at OMC in mechanical mix plant
carriage of mixed Material by tipper to site,
laying in uniform layers with paver in sub- 2955.60 3094.51 4875.00 25486.33 20611.33 63782032.75 3056.70 2950.80 3304.90 0.081 5178933.29
base / base course on well prepared surface and
compacting with vibratory roller to achieve the
desired density.

6 Providing and applying primer coat with

bitumen emulsion on prepared surface of
granular Base including clearing of road surface
24.80 25.97 101196.00 101196.00 2627614.86 23.50 20.00 22.40 -0.047 -122994.74
and spraying primer at the rate of 0.60 kg/sqm
using mechanical means.

7A Providing and applying tack coat-1 with

bitumen emulsion using emulsion pressure
distributor at the rate of 0.35 kg per sqm on the 13.20 13.82 8343.10 8343.10 115304.98 14.70 11.40 12.77 -0.131 -15154.37
prepared bituminous/granular surface cleaned
with mechanical broom.(Including cost of
Bitumen)
7B Providing and applying tack coat-1 with
bitumen emulsion using emulsion pressure
distributor at the rate of 0.35 kg per sqm on the
1.00 1.00 76171.42 76171.42 76171.42 1.00 1.00 1.12 0.120 9140.57
prepared bituminous/granular surface cleaned
with mechanical broom. (Excluding cost of
Bitumen)
8A Providing and applying Tack coat-2 with
medium setting emulsion using V.G.-10 sprayer
at the rate of 0.30 kg per sqm on the prepared 11.50 12.04 230809.52 230809.52 2779062.03 12.70 9.90 11.09 -0.127 -352743.94
surface cleaned by mechanical broom.(Including
cost of Bitumen)
8B Providing and applying Tack coat-2 with
medium setting emulsion using V.G.-10 sprayer
at the rate of 0.30 kg per sqm on the prepared 1.00 1.00 88866.66 88866.66 88866.66 1.00 1.00 1.12 0.120 10664.00
surface cleaned by mechanical broom.
(Excluding cost of Bitumen)

9 Providing and laying bituminous macadam with

60-90 TPh hot mix plant producing an average
output of 75 tonnes per hour using crushed
aggergates of specified grading premixed with
bituminous binder @ 3.4% of mix for 50-75 mm
thickness transported to site laid over a 7344.30 7689.48 9368.769 9368.769 72040981.52 7787.50 6913.60 7743.23 -0.006 -409516.55
perviously prepared surface with paver finisher
to the required grade level and alignment and
rolled as per Clauses 501.6 and 501.7 to achieve
the desired compaction.
10 Providing and laying 50mm Dense graded
bituminous macadam with 100 TPH batch type
A
HMP producing an average output of 75 tonne
per hour using crushed aggregates of specified
grading, premixed with bituminous binder (VG-
30) @ 4.5 per cent by weight of total mix and
filler, transporting the hot mix kto work site,
laying with a hydrostatic paver finisher with
8728.70 9138.95 3881.80 3881.80 35475571.84 9133.90 7976.80 8934.02 -0.022 -776338.61
sencor control to the required grade, level and
alignment , rolling with smooth wheeled,
vibratory and tandem rollers to achieve the
desired compaction as per MoRTH
specifications Clause 507 complete in all
respects.(Including cost of Bitumen)

10 Providing and laying 50mm Dense graded

bituminous macadam with 100 TPH batch type
B
HMP producing an average output of 75 tonne
per hour using crushed aggregates of specified
grading, premixed with bituminous binder (VG-
30) @ 4.5 per cent by weight of total mix and
filler, transporting the hot mix kto work site,
laying with a hydrostatic paver finisher with
sencor control to the required grade, level and 4959.80 4959.80 2829.39 2829.39 14033208.52 4959.80 4788.00 5362.56 0.081 1139565.12
alignment , rolling with smooth wheeled,
vibratory and tandem rollers to achieve the
desired compaction as per MoRTH
specifications Clause 507 complete in all
respects.(Excluding cost of Bitumen)

11 Providing and laying 30 mm Bituminous

Concrete with 100 TPh HMP producing an
A
avarage output of 75 tonnes per hour using
crushed aggergates of specified grading,
premixed with bituminous binder @5.4 per cent
mix and filler, transporting the hot mix to work
site, laying with a hydrostatic paver finisher
with sensor control to the required grade, level
and alignment rolling with smooth to achieve 10033.10 10504.66 8331.17 8331.17 87516072.43 10835.40 9281.40 10395.17 -0.041 -3555694.81
the desired compaction as per MORTH
Specification Clause 509 complete in all
respects including cost of all material, labour
T&P etc as per directed by Engineer-in-charge.
(Including cost of Bitumen)
11 Providing and laying 30 mm Bituminous
Concrete with 100 TPh HMP producing an
B
avarage output of 75 tonnes per hour using
crushed aggergates of specified grading,
premixed with bituminous binder @5.4 per cent
mix and filler, transporting the hot mix to work
site, laying with a hydrostatic paver finisher
with sensor control to the required grade, level
and alignment rolling with smooth to achieve 5025.00 5025.00 3440.75 3440.75 17289768.75 5025.00 4850.90 5433.01 0.081 1403853.53
the desired compaction as per MORTH
Specification Clause 509 complete in all
respects including cost of all material, labour
T&P etc as per directed by Engineer-in-charge.
(Excluding cost of Bitumen)

12 Earth Work in excavation for foundation as per

clause 301 of MoRTH Specification. For Drain 51.70 54.13 1065.98 1065.98 57701.12 55.90 53.90 60.37 0.080 4611.96

13 PCC 1:3:6 in foundation with 40 mm gauge

5114.20 5354.57 104.53 104.53 559712.93 5128.90 4540.40 5085.25 -0.009 -4763.71
brick ballast For Drain
14 Brick work 1:3 as per clause 1300 of MoRTH
6084.00 6369.95 300.85 300.85 1916367.01 5971.40 5335.60 5975.87 0.001 1435.17
Specification.For Drain & Cluvert
15 12mm thick Plaster 1:4 as per clause
114.00 119.36 170.40 170.40 20338.60 116.60 101.70 113.90 -0.023 -470.26
1300&2200 of MoRTH Specification.
16 Supply ,Fitting and placing MS bar
rainforcement in foundation complete as per
drawing and Techinical Specification Clauses 4876.00 5105.17 33.84 33.84 172759.02 5015.00 4276.70 4789.90 -0.045 -7754.21
100 and 1202(1485)

17 Supply & laying of 1000 mm Dia Hume Pipe 4516.00 4728.25 15.00 15.00 70923.78 4516.00 4335.36 4855.60 0.075 5333.47

18 R.C.C. M-25 as per clause 1500,1700 & 2100

7288.90 7631.48 43.18 43.18 329527.23 7414.30 6412.90 7182.45 -0.031 -10304.62
of MoRTH Specification.
376091399.06 Total :- 8853128.80

Contractor Junior Engineer Assistant Engineer Executive Engineer