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Metal Lead
Km 6/10 - 7/700
Metal Lead In plains
Cart Track 0/0 - 0/2 0.20 Km
Kamanaichenpalayam - Annur 16/6 - 13/2 3.40 Km
NH 319/0 - 31/4 1.60 Km
Karanampattai - !a"a#$un%enpalayam !$a% 0/0 - 4/190 4.19 Km
&enkittapuram - Kalipalayam !$a% 9/0 - /00 1.30 Km'$rkin# (aila#e Km 6/10 - /00 0.3) Km
TOTAL 11.04 Km
(or) 11.00 Km
Bitumen Lead to Mid PointKm 6/10 - 7/700
Bitumen Lead to Mid Point In plains
*r$m !e+nery t$ Tamil na%u ,$r%er 146.) Km
ATC 99/6 - 40/0 )9.60 Km
Kamanaichenpalayam - Annur 0/0 - 13/2 13.20 KmNH 319/0 - 31/4 1.60 Km
Karanampattai - !a"a#$un%enpalayam !$a% 0/0 - 4/190 4.19 Km
&enkittapuram - Kalipalayam !$a% 9/0 - /00 1.30 Km
'$rkin# (aila#e Km 6/10 - /00 0.3) Km
TOTAL A 226.99 Km
(or) 227.00 Km
Bitumen to CMP LeadKm 6/10 - 7/700
Bitumen to CMP Lead In plains
*r$m !e+nery t$ Tamil na%u ,$r%er 146.) KmATC 99/6 - 2/4 1.20 Km
alla%am $ur !$a% t$ &a%u#apalayam 0/ 0 - 0/6 0.60 Km
alla%am Aina"hi ulliampatti 0/0 - /0 .00 Km
CT t$ C( ite 0.20 Km
TOTAL 226.75 Km
(or) 227.00 Km
CMP to Site LeadKm 6/10 - 7/700
CMP to Site Lead In plains
Cart Track 0/0 - 0/2 0.20 Km
Km 19/6 $ aina"hi c$chin r$a% t$ &alaith$ttathu Ayyank$il 6/4 - 9/ 3.40 Km
alla%am - $$malur !$a% 11/0 - /0 9.00 Km
Km 2/0 - $ alla%am $$malur r$a% t$ Kalielampatti 1.60 Km
2.60 Km
&enkittapuram - Kalipalayam !$a% /0 0.00 Km
'$rkin# (aila#e Km 6/10 - /00 0.3) Km
TOTAL A 17.15 Km
Km 310/4 $ Nai#ai C$$%al$re- (y"$re !$a% t$ emmipalayam ia5Kalielampatti Km 1/6 - 4/2
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(or) 17.00 Km
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Emulsion Lead (Irungattukottai)
Km 6/10 - 7/700 In plains
ipc$t !$a% Km 0/0 - 2/0 2.00 Km
rrunkattuk$ttai t$ !anipettai r$a% km 112/4 - 34/ .60 Km
Kri"hna#iri !anipettai !$a% Km 14)/4 - 49/2 96.20 Km
alem Thiruppattur - &aniyam,a%i r$a% Km 124/ - 0/0 124.0 Km
alem 7lun%erpet !$a% km /4 - )/6 2.0 Km
eelanayakkanpatti ye pa"" NH ye pa""5 Km 0/0 - /2 .20 Km
alem - (a%urai !$a% 20/6 - 20)/2 2.40 KmNH 4 Km 0/0 - /0 .00 Km
erun%urai T$8n r$a% K( 0/0 -/1 H 71115 .10 Km
NH 4 Km 4/6 - 90/ 6.20 Km
Tirupur-&iayaman#alam !$a% 0/0 - 24/4H-19A5 24.40 Km
1).10 Km
Na#ai - :u%alur - (y"$re 306/2)0 - 310/4 4.1) Km
Km 310/4 $ N:( emmipalayam ia5 Kalielampatti 0/0 - 4/2 4.20 Km
'$rkin# (aila#e Km 6/10 - /00 0.3) Km
TOTAL 452.50 Km(or) 453.00 Km
Bitumen Lead (Manali)
Km 6/10 - 7/700 In plains
T !$a% 2/6 - 1/6 1.00 Km
(anali t$ (athur !$a% 0/0 - )/ ).0 Km
(a%haaram hill" !$a% 0/0 - 4/6 4.60 Km
NH ) Km 11/0 - 11/) 0.)0 Km
Chennai yepa"" km 0/0 - 32/2 32.20 Km
ulal t$ Tham,aram T$tal ;i"tance 44.00 Km
Chennai ye pa"" !$a% $int" at Km 2/0 $ :T !$a% NH 4)5
NH 4) Km 2/0 - 19/4 169.40 Km
NH 6 Km 134/2 - )/6 12.60 Km
eelanayakkanpatti ye pa"" NH ye pa""5 Km 0/0 - /2 .20 Km
alem - (a%urai !$a% 20/6 - 20)/2 2.40 Km
NH 4 Km 0/0 - /0 .00 Km
erun%urai T$8n r$a% K( 0/0 -/1 H 71115 .10 Km
NH 4 Km 4/6 - 90/ 6.20 Km
Tirupur-&iayaman#alam !$a% 0/0 - 24/4H-19A5 24.60 Km
1).10 Km
Na#ai - :u%alur - (y"$re 306/2)0 - 310/4 4.1) Km
Km 310/4 $ N:( emmipalayam ia5 Kalielampatti 0/0 - 4/2 4.20 Km
'$rkin# (aila#e Km 6/10 - /00 0.3) Km
TOTAL 491.30 Km
(or) 491.00 Km
3.00
Aina"hi-Tirupur-alla%am-$llachi-C$chinia5 (eenkarai r$a% km 12/2-2/300
Aina"hi-Tirupur-alla%am-$llachi-C$chinia5 (eenkarai r$a% km 12/2-2/300
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Metal Lead
Km 7/700 - 8/2
Metal Lead In plains
Cart Track 0/0 - 0/2 0.20 Km
Kamanaichenpalayam - Annur 16/6 - 13/2 3.40 Km
NH 319/0 - 31/4 1.60 Km
Karanampattai - !a"a#$un%enpalayam !$a% 0/0 - 4/190 4.19 Km
&enkittapuram - Kalipalayam !$a% 9/0 - /2 0.0 Km'$rkin# (aila#e Km /00 - /2 0.2) Km
TOTAL 10.44 Km
(or) 10.00 Km
Bitumen Lead to Mid PointKm 7/700 - 8/2
Bitumen Lead to Mid Point In plains
*r$m !e+nery t$ Tamil na%u ,$r%er 146.) Km
ATC 99/6 - 40/0 )9.60 Km
Kamanaichenpalayam - Annur 0/0 - 13/2 13.20 KmNH 319/0 - 31/4 1.60 Km
Karanampattai - !a"a#$un%enpalayam !$a% 0/0 - 4/190 4.19 Km
&enkittapuram - Kalipalayam !$a% 9/0 - /2 0.0 Km
'$rkin# (aila#e Km /00 - /2 0.2) Km
TOTAL A 226.39 Km
(or) 226.00 Km
Bitumen to CMP LeadKm 7/700 - 8/2
Bitumen to CMP Lead In plains
*r$m !e+nery t$ Tamil na%u ,$r%er 146.) KmATC 99/6 - 2/4 1.20 Km
alla%am $ur !$a% t$ &a%u#apalayam 0/ 0 - 0/6 0.60 Km
alla%am Aina"hi ulliampatti 0/0 - /0 .00 Km
CT t$ C( ite 0.20 Km
TOTAL 226.75 Km
(or) 227.00 Km
CMP to Site LeadKm 7/700 - 8/2
CMP to Site Lead In plains
Cart Track 0/0 - 0/2 0.20 Km
Km 19/6 $ aina"hi c$chin r$a% t$ &alaith$ttathu Ayyank$il 6/4 - 9/ 3.40 Km
alla%am - $$malur !$a% 11/0 - /0 9.00 Km
Km 2/0 - $ alla%am $$malur r$a% t$ Kalielampatti 1.60 Km
2.60 Km
&enkittapuram - Kalipalayam !$a% /0 - /00 0.0 Km
'$rkin# (aila#e Km /00 - /2 0.2) Km
TOTAL A 17.75 Km
Km 310/4 $ Nai#ai C$$%al$re- (y"$re !$a% t$ emmipalayam ia5Kalielampatti Km 1/6 - 4/2
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(or) 18.00 Km
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Emulsion Lead (Irungattukottai)
Km 7/700 - 8/2 In plains
ipc$t !$a% Km 0/0 - 2/0 2.00 Km
rrunkattuk$ttai t$ !anipettai r$a% km 112/4 - 34/ .60 Km
Kri"hna#iri !anipettai !$a% Km 14)/4 - 49/2 96.20 Km
alem Thiruppattur - &aniyam,a%i r$a% Km 124/ - 0/0 124.0 Km
alem 7lun%erpet !$a% km /4 - )/6 2.0 Km
eelanayakkanpatti ye pa"" NH ye pa""5 Km 0/0 - /2 .20 Km
alem - (a%urai !$a% 20/6 - 20)/2 2.40 KmNH 4 Km 0/0 - /0 .00 Km
erun%urai T$8n r$a% K( 0/0 -/1 H 71115 .10 Km
NH 4 Km 4/6 - 90/ 6.20 Km
Tirupur-&iayaman#alam !$a% 0/0 - 24/4H-19A5 24.40 Km
1).10 Km
Na#ai - :u%alur - (y"$re 306/2)0 - 310/4 4.1) Km
Km 310/4 $ N:( emmipalayam ia5 Kalielampatti 0/0 - 4/2 4.20 Km
&enkittapuram - Kalipalayam !$a% /0 - /00 0.0 Km
'$rkin# (aila#e Km /00 - /2 0.2) Km TOTAL 453.10 Km
(or) 453.00 Km
Bitumen Lead (Manali)
Km 7/700 - 8/2 In plains
T !$a% 2/6 - 1/6 1.00 Km
(anali t$ (athur !$a% 0/0 - )/ ).0 Km
(a%haaram hill" !$a% 0/0 - 4/6 4.60 Km
NH ) Km 11/0 - 11/) 0.)0 Km
Chennai yepa"" km 0/0 - 32/2 32.20 Km
ulal t$ Tham,aram T$tal ;i"tance 44.00 Km
Chennai ye pa"" !$a% $int" at Km 2/0 $ :T !$a% NH 4)5
NH 4) Km 2/0 - 19/4 169.40 Km
NH 6 Km 134/2 - )/6 12.60 Km
eelanayakkanpatti ye pa"" NH ye pa""5 Km 0/0 - /2 .20 Km
alem - (a%urai !$a% 20/6 - 20)/2 2.40 Km
NH 4 Km 0/0 - /0 .00 Km
erun%urai T$8n r$a% K( 0/0 -/1 H 71115 .10 Km
NH 4 Km 4/6 - 90/ 6.20 Km
Tirupur-&iayaman#alam !$a% 0/0 - 24/4H-19A5 24.60 Km
1).10 Km
Na#ai - :u%alur - (y"$re 306/2)0 - 310/4 4.1) Km
Km 310/4 $ N:( emmipalayam ia5 Kalielampatti 0/0 - 4/2 4.20 Km
&enkittapuram - Kalipalayam !$a% /0 - /00 0.0 Km
'$rkin# (aila#e Km /00 - /2 0.2) Km
TOTAL 491.90 Km
(or) 492.00 Km
39.00
Aina"hi-Tirupur-alla%am-$llachi-C$chinia5 (eenkarai r$a% km 12/2-2/300
Aina"hi-Tirupur-alla%am-$llachi-C$chinia5 (eenkarai r$a% km 12/2-2/300
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Metal Lead
Km 8/2 - 8/4
Metal Lead In plains
Cart Track 0/0 - 0/2 0.20 Km
Kamanaichenpalayam - Annur 16/6 - 13/2 3.40 Km
NH 319/0 - 31/4 1.60 Km
Karanampattai - !a"a#$un%enpalayam !$a% 0/0 - 4/190 4.19 Km
&enkittapuram - Kalipalayam !$a% 9/0 - /4 0.60 Km'$rkin# (aila#e Km /2 - /4 0.10 Km
TOTAL 10.09 Km
(or) 10.00 Km
Bitumen Lead to Mid PointKm 8/2 - 8/4
Bitumen Lead to Mid Point In plains
*r$m !e+nery t$ Tamil na%u ,$r%er 146.) Km
ATC 99/6 - 40/0 )9.60 Km
Kamanaichenpalayam - Annur 0/0 - 13/2 13.20 KmNH 319/0 - 31/4 1.60 Km
Karanampattai - !a"a#$un%enpalayam !$a% 0/0 - 4/190 4.19 Km
&enkittapuram - Kalipalayam !$a% 9/0 - /4 0.60 Km
'$rkin# (aila#e Km /2 - /4 0.10 Km
TOTAL A 226.04 Km
(or) 226.00 Km
Bitumen to CMP LeadKm 8/2 - 8/4
Bitumen to CMP Lead In plains
*r$m !e+nery t$ Tamil na%u ,$r%er 146.) KmATC 99/6 - 2/4 1.20 Km
alla%am $ur !$a% t$ &a%u#apalayam 0/ 0 - 0/6 0.60 Km
alla%am Aina"hi ulliampatti 0/0 - /0 .00 Km
CT t$ C( ite 0.20 Km
TOTAL 226.75 Km
(or) 227.00 Km
CMP to Site LeadKm 8/2 - 8/4
CMP to Site Lead In plains
Cart Track 0/0 - 0/2 0.20 Km
Km 19/6 $ aina"hi c$chin r$a% t$ &alaith$ttathu Ayyank$il 6/4 - 9/ 3.40 Km
alla%am - $$malur !$a% 11/0 - /0 9.00 Km
Km 2/0 - $ alla%am $$malur r$a% t$ Kalielampatti 1.60 Km
2.60 Km
&enkittapuram - Kalipalayam !$a% /0 - /2 1.20 Km
'$rkin# (aila#e Km /2 - /4 0.10 Km
TOTAL A 18.10 Km
Km 310/4 $ Nai#ai C$$%al$re- (y"$re !$a% t$ emmipalayam ia5Kalielampatti Km 1/6 - 4/2
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(or) 18.00 Km
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Emulsion Lead (Irungattukottai)
Km 8/2 - 8/4 In plains
ipc$t !$a% Km 0/0 - 2/0 2.00 Km
rrunkattuk$ttai t$ !anipettai r$a% km 112/4 - 34/ .60 Km
Kri"hna#iri !anipettai !$a% Km 14)/4 - 49/2 96.20 Km
alem Thiruppattur - &aniyam,a%i r$a% Km 124/ - 0/0 124.0 Km
alem 7lun%erpet !$a% km /4 - )/6 2.0 Km
eelanayakkanpatti ye pa"" NH ye pa""5 Km 0/0 - /2 .20 Km
alem - (a%urai !$a% 20/6 - 20)/2 2.40 KmNH 4 Km 0/0 - /0 .00 Km
erun%urai T$8n r$a% K( 0/0 -/1 H 71115 .10 Km
NH 4 Km 4/6 - 90/ 6.20 Km
Tirupur-&iayaman#alam !$a% 0/0 - 24/4H-19A5 24.40 Km
1).10 Km
Na#ai - :u%alur - (y"$re 306/2)0 - 310/4 4.1) Km
Km 310/4 $ N:( emmipalayam ia5 Kalielampatti 0/0 - 4/2 4.20 Km
&enkittapuram - Kalipalayam !$a% /0 - /2 1.20 Km
'$rkin# (aila#e Km /2 - /4 0.10 Km TOTAL 453.45 Km
(or) 453.00 Km
Bitumen Lead (Manali)
Km 8/2 - 8/4 In plains
T !$a% 2/6 - 1/6 1.00 Km
(anali t$ (athur !$a% 0/0 - )/ ).0 Km
(a%haaram hill" !$a% 0/0 - 4/6 4.60 Km
NH ) Km 11/0 - 11/) 0.)0 Km
Chennai yepa"" km 0/0 - 32/2 32.20 Km
ulal t$ Tham,aram T$tal ;i"tance 44.00 Km
Chennai ye pa"" !$a% $int" at Km 2/0 $ :T !$a% NH 4)5
NH 4) Km 2/0 - 19/4 169.40 Km
NH 6 Km 134/2 - )/6 12.60 Km
eelanayakkanpatti ye pa"" NH ye pa""5 Km 0/0 - /2 .20 Km
alem - (a%urai !$a% 20/6 - 20)/2 2.40 Km
NH 4 Km 0/0 - /0 .00 Km
erun%urai T$8n r$a% K( 0/0 -/1 H 71115 .10 Km
NH 4 Km 4/6 - 90/ 6.20 Km
Tirupur-&iayaman#alam !$a% 0/0 - 24/4H-19A5 24.60 Km
1).10 Km
Na#ai - :u%alur - (y"$re 306/2)0 - 310/4 4.1) Km
Km 310/4 $ N:( emmipalayam ia5 Kalielampatti 0/0 - 4/2 4.20 Km
&enkittapuram - Kalipalayam !$a% /0 - /2 1.20 Km
'$rkin# (aila#e Km /2 - /4 0.10 Km
TOTAL 492.25 Km
(or) 492.00 Km
39.00
Aina"hi-Tirupur-alla%am-$llachi-C$chinia5 (eenkarai r$a% km 12/2-2/300
Aina"hi-Tirupur-alla%am-$llachi-C$chinia5 (eenkarai r$a% km 12/2-2/300
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Metal Lead
Km 8/4 - 9/0
Metal Lead In plains
Cart Track 0/0 - 0/2 0.20 Km
Kamanaichenpalayam - Annur 16/6 - 13/2 3.40 Km
NH 319/0 - 31/4 1.60 Km
Karanampattai - !a"a#$un%enpalayam !$a% 0/0 - 4/190 4.19 Km
&enkittapuram - Kalipalayam !$a% 9/0 0.00 Km'$rkin# (aila#e Km /4 - 9/0 0.30 Km
TOTAL 9.69 Km
(or) 10.00 Km
Bitumen Lead to Mid PointKm 8/4 - 9/0
Bitumen Lead to Mid Point In plains
*r$m !e+nery t$ Tamil na%u ,$r%er 146.) Km
ATC 99/6 - 40/0 )9.60 Km
Kamanaichenpalayam - Annur 0/0 - 13/2 13.20 KmNH 319/0 - 31/4 1.60 Km
Karanampattai - !a"a#$un%enpalayam !$a% 0/0 - 4/190 4.19 Km
&enkittapuram - Kalipalayam !$a% 9/0 0.00 Km
'$rkin# (aila#e Km /4 - 9/0 0.30 Km
TOTAL A 225.64 Km
(or) 226.00 Km
Bitumen to CMP LeadKm 8/4 - 9/0
Bitumen to CMP Lead In plains
*r$m !e+nery t$ Tamil na%u ,$r%er 146.) KmATC 99/6 - 2/4 1.20 Km
alla%am $ur !$a% t$ &a%u#apalayam 0/ 0 - 0/6 0.60 Km
alla%am Aina"hi ulliampatti 0/0 - /0 .00 Km
CT t$ C( ite 0.20 Km
TOTAL 226.75 Km
(or) 227.00 Km
CMP to Site LeadKm 8/4 - 9/0
CMP to Site Lead In plains
Cart Track 0/0 - 0/2 0.20 Km
Km 19/6 $ aina"hi c$chin r$a% t$ &alaith$ttathu Ayyank$il 6/4 - 9/ 3.40 Km
alla%am - $$malur !$a% 11/0 - /0 9.00 Km
Km 2/0 - $ alla%am $$malur r$a% t$ Kalielampatti 1.60 Km
2.60 Km
&enkittapuram - Kalipalayam !$a% /0 - /4 1.40 Km
'$rkin# (aila#e Km /4 - 9/0 0.30 Km
TOTAL A 18.50 Km
Km 310/4 $ Nai#ai C$$%al$re- (y"$re !$a% t$ emmipalayam ia5Kalielampatti Km 1/6 - 4/2
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(or) 19.00 Km
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Emulsion Lead (Irungattukottai)
Km 8/4 - 9/0 In plains
ipc$t !$a% Km 0/0 - 2/0 2.00 Km
rrunkattuk$ttai t$ !anipettai r$a% km 112/4 - 34/ .60 Km
Kri"hna#iri !anipettai !$a% Km 14)/4 - 49/2 96.20 Km
alem Thiruppattur - &aniyam,a%i r$a% Km 124/ - 0/0 124.0 Km
alem 7lun%erpet !$a% km /4 - )/6 2.0 Km
eelanayakkanpatti ye pa"" NH ye pa""5 Km 0/0 - /2 .20 Km
alem - (a%urai !$a% 20/6 - 20)/2 2.40 KmNH 4 Km 0/0 - /0 .00 Km
erun%urai T$8n r$a% K( 0/0 -/1 H 71115 .10 Km
NH 4 Km 4/6 - 90/ 6.20 Km
Tirupur-&iayaman#alam !$a% 0/0 - 24/4H-19A5 24.40 Km
1).10 Km
Na#ai - :u%alur - (y"$re 306/2)0 - 310/4 4.1) Km
Km 310/4 $ N:( emmipalayam ia5 Kalielampatti 0/0 - 4/2 4.20 Km
&enkittapuram - Kalipalayam !$a% /0 - /4 1.40 Km
'$rkin# (aila#e Km /4 - 9/0 0.30 Km TOTAL 453.85 Km
(or) 454.00 Km
Bitumen Lead (Manali)
Km 8/4 - 9/0 In plains
T !$a% 2/6 - 1/6 1.00 Km
(anali t$ (athur !$a% 0/0 - )/ ).0 Km
(a%haaram hill" !$a% 0/0 - 4/6 4.60 Km
NH ) Km 11/0 - 11/) 0.)0 Km
Chennai yepa"" km 0/0 - 32/2 32.20 Km
ulal t$ Tham,aram T$tal ;i"tance 44.00 Km
Chennai ye pa"" !$a% $int" at Km 2/0 $ :T !$a% NH 4)5
NH 4) Km 2/0 - 19/4 169.40 Km
NH 6 Km 134/2 - )/6 12.60 Km
eelanayakkanpatti ye pa"" NH ye pa""5 Km 0/0 - /2 .20 Km
alem - (a%urai !$a% 20/6 - 20)/2 2.40 Km
NH 4 Km 0/0 - /0 .00 Km
erun%urai T$8n r$a% K( 0/0 -/1 H 71115 .10 Km
NH 4 Km 4/6 - 90/ 6.20 Km
Tirupur-&iayaman#alam !$a% 0/0 - 24/4H-19A5 24.60 Km
1).10 Km
Na#ai - :u%alur - (y"$re 306/2)0 - 310/4 4.1) Km
Km 310/4 $ N:( emmipalayam ia5 Kalielampatti 0/0 - 4/2 4.20 Km
&enkittapuram - Kalipalayam !$a% /0 - /4 1.40 Km
'$rkin# (aila#e Km /4 - 9/0 0.30 Km
TOTAL 492.65 Km
(or) 493.00 Km
39.00
Aina"hi-Tirupur-alla%am-$llachi-C$chinia5 (eenkarai r$a% km 12/2-2/300
Aina"hi-Tirupur-alla%am-$llachi-C$chinia5 (eenkarai r$a% km 12/2-2/300
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Estim
Description No.
1
Km 7/0 - 9/0 1 x 1 685.00 2.00
Road Crossing at 7/300 (i) 1 x 1 25.00 2.00
Road Crossing at 7/300 (ii) 1 x 1 20.00 2.00
Km 7/600 - 7/700 1 x 1 100.00 2.00
2
Road Crossing at 7/300 (i) 1 x 1 25.00 2.00
Road Crossing at 7/300 (ii) 1 x 1 20.00 2.00
Km 7/600 - 7/700 1 x 1 100.00 1.75
3
Road Crossing at 7/300 (i) 1 x 1 25.00 2.00
Road Crossing at 7/300 (ii) 1 x 1 20.00 2.00
Km 7/600 - 7/700 1 x 1 100.00 1.75
NAME OF WORK: RESTORATION TO VENKITTAPURAM - KALIPALAYAM
(ODR)
SI.
No.
Length
(m)
Width
(m)
Excavation for Roadway and drainage Excavation including removal
of all materias necessary for the construction of roadway and side drai
specifications and the lines, grades and cross sections shown in the d
the Engineer, as per MORTH Specification.
Gravel Filling including cost and conveyance including labour ch
watering tamping under opumum moisture content to get the maxi
charges etc., complete With a lead of 1Km
Granular Sub-base with Graded Material (Table:- 400-1) -Plant Mix
granular sub-base by providing close graded Material, mixing in a mec
carriage of mixed Material to work site, spreading in uniform laye
prepared surface and compacting with vibratory power roller to ac
complete as per clause 401 of MORTH Specification- for grading- V Ma
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4
Road Crossing at 7/300 (i) 1 x 1 25.00 2.00
Road Crossing at 7/300 (ii) 1 x 1 20.00 2.00
Km 7/600 - 7/700 1 x 1 100.00 1.75
5
Road Crossing at 7/300 (i) 1 x 1 25.00 2.00
Road Crossing at 7/300 (ii) 1 x 1 20.00 2.00
Km 7/600 - 7/700 1 x 1 100.00 1.75
6
Road Crossing at 7/300 (i) 1 x 1 25.00 2.00
Road Crossing at 7/300 (ii) 1 x 1 20.00 2.00
Km 7/600 - 7/700 1 x 1 100.00 1.75
7
Km 7/600 - 7/700 1 x 1 100.00 2.00
8
Wet Mix Macadam (Table 400-13) Providing, laying, spreading and
aggregate to wet mix macadam specification including premixing the M
in mechanical mix plant carriage of mixed Material by tipper to site, lay
paver in sub- base / base course on well prepared surface and compact
achieve the desired density, Complete as per clause 406 of MORTH Spe
Prime coatProviding and applying primer coat with bitumen emulsio
surface of granular Base including clearing of road surface and spra
0.70 kg/sqm using mechanical means as per clause 502 of MORTH Sp
Tack coat- Providing and applying tack coat with bitumen em
emulsion pressure distributor at the rate of 0.25 kg per
bituminous/granular surface cleaned with mechanical broom as p
Specification-over granular surfaces treated with primer
Tack coat - Providing and applying tack coat with bitumen em
emulsion pressure distributor at the rate of 0.20 kg per
bituminous/granular surface cleaned with mechanical broom as p
Specification -over bituminous surfaces
Providing and Laying50mm thick Bituminous Macadam using co
bitumen which shall consist of construction in a single course base/bi
the specfication on a previously prepared base.(using Mini Hot Mix
including cost of material, labour charges, rentals for machinery, fuecharges etc., complete as per clause 504 MORTH Rev-5 (Mix-in-place
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Road Crossing at 7/300 (i) 1 x 1 25.00 2.00
Road Crossing at 7/300 (ii) 1 x 1 20.00 2.00
Km 7/600 - 7/700 1 x 1 100.00 1.75
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9
Road Crossing at 7/300 (i) 1 x 1 25.00 2.00
Road Crossing at 7/300 (ii) 1 x 1 20.00 2.00
Km 7/600 - 7/700 1 x 1 100.00 3.75
10
Km 7/600 - 7/700 1 x 1 100.00 1.50
Bituminous Concrete (Table 500-17) Providing and laying bitumino
plant using crushed aggregates of specified grading, premixed with bit
Grade-30) at percentage specified by Job Mix Formula of mix and fille
to work site, laying with a hydrostatic paver finisher to the r
alignment,rolled as per clause 501.6 and 501.7 to achieve the desired
No. 507 of MORTH Specification complete in all respects -Grading II
Excavation for Roadway and drainage Excavation including removal
of all materias necessary for the construction of roadway and side drai
specifications and the lines, grades and cross sections shown in the d
the Engineer, as per MORTH Specification. Formation of embankm
including Compaction by power roller
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11
Km 6/10 1 x 1 85.00 2.00
Km 7/0 - 7/6 1 x 1 600.00 2.00
Excavation for Roadway and drainage Excavation including removal
of all materias necessary for the construction of roadway and side drai
specifications and the lines, grades and cross sections shown in the d
the Engineer, as per MORTH Specification. Formation of embankme
Compaction by power roller
Assista
Pall<
Assistant Divisional Engineer, (H)
Palladam Sub Division<
Palladam
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ate Amount:Rs.4,50,400
Quantity
0.30 411.00
0.90 45.00
0.90 36.00
0.90 180.00
672.00
0.50 25.00
0.50 20.00
0.50 87.50
132.50
0.20 10.00
0.20 8.00
0.20 35.00
53.00
ROAD KM 6/10 - 7/700
Depth
(m)
and satisfactory disposal
s in accordance with the
awings or as indicated by
arges for filling inlayers,
um density all incidental
MethodConstruction of
anical mix plant at OMC,
s with motor grader on
ieve the desired density,
erial
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0.15 7.50
0.15 6.00
0.15 26.25
39.75
50.00
40.00
175.00
265.00
50.00
40.00
175.00
265.00
200.00
200.00
compacting graded stone
aterial with water at OMC
ing in uniform layers with
ng with vibratory roller to
ification.
n (SS-I type)on prepared
ing primer at the rate of
ecification over WMM
lsion (RS-I type) using
sqm on the prepared
r clause 503 of MORTH
lsion (RS-I type) using
sqm on the prepared
r clause 503 of MORTH
rse aggregate and VG30
nder course confirming to
Plant and Power Roller)
l and all other incidentalethod)
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0.05 2.50
0.05 2.00
0.05 8.75
13.25
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0.03 1.50
0.03 1.20
0.03 11.25
13.95
0.15 22.50
22.50
s concrete with hot mix
minous binder (Viscosity
, transporting the hot mix
quired grade, level and
compaction as per clause
and satisfactory disposal
s in accordance with the
awings or as indicated by
nt using Box cut earth
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0.30 51.00
0.30 360.00
411.00
and satisfactory disposal
s in accordance with the
awings or as indicated by
t using Gravel including
t Engineer, (H)
dam Section
alladam
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NAME OF WORK: RESTORATION TO VENKITTAPURAM - KALIPALAYA
ABSTRACT ESTIMATE
Description of Work Quantity
1
672.00 m3
2
132.50 m3
3
53.00 m3
SI.
No
Excavation for Roadway and drainage
Excavation including removal and satisfactory
disposal of all materias necessary for the
construction of roadway and side drains in
accordance with the specifications and the lines,
grades and cross sections shown in the drawings
or as indicated by the Engineer, as per MORTH
Specification.
Gravel Filling including cost and conveyance
including labour charges for filling inlayers,
watering tamping under opumum moisture
content to get the maximum density all incidentalcharges etc., With a lead of 1 Km
Granular Sub-base with Graded Material (Table:-
400-1) - Plant Mix Method Construction of
granular sub-base by providing close graded
Material, mixing in a mechanical mix plant at
OMC, carriage of mixed Material to work site,spreading in uniform layers with motor grader on
prepared surface and compacting with vibratory
power roller to achieve the desired density,
complete as per clause 401 of MORTH
Specification-for grading- V Material
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Description of Work QuantitySI.
No
4
39.75 m3
5
265.00 m2
6
265.00 m2
7
200.00 m2
Wet Mix Macadam (Table 400-13) 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- base / base course on well
prepared surface and compacting with vibratory
roller to achieve the desired density, Complete as
per clause 406 of MORTH Specification.
Prime coat Providing and applying primer coat
with bitumen emulsion (SS-I type) on prepared
surface of granular Base including clearing of road
surface and spraying primer at the rate of0.70
kg/sqm using mechanical means as per clause
502 of MORTH Specificationover WMM
Tack coat - Providing and applying tack coat with
bitumen emulsion (RS-I type) using emulsion
pressure distributor at the rate of0.25 kg per
sqm on the prepared bituminous/granular
surface cleaned with mechanical broom as per
clause 503 of MORTH Specification- over
granular surfaces treated with primer
Tack coat- Providing and applying tack coat with
bitumen emulsion (RS-I type) using emulsion
pressure distributor at the rate of0.20 kg per
sqm on the prepared bituminous/granular surface
cleaned with mechanical broom as per clause 503
of MORTH Specification - over bituminous
surfaces
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Description of Work QuantitySI.
No
8
13.25 m3
9
13.95 m3
Providing and Laying50mm thick BituminousMacadam using course aggregate and VG30
bitumen which shall consist of construction in a
single course base/binder course confirming to
the specfication on a previously prepared base.
(using Mini Hot Mix Plant and Power Roller)
including cost of material, labour charges, rentals
for machinery, fuel and all other incidental
charges etc., complete as per clause 504 MORTH
Rev-5(Mix-in-place method)
Bituminous Concrete (Table 500-17) Providing
and laying bituminous concrete with hot mix
plant using crushed aggregates of specified
grading, premixed with bituminous binder
( Viscosity Grade-30)at percentage specified by
Job Mix Formula of mix and filler, transporting
the hot mix to work site, laying with a hydrostatic
paver finisher to the required grade, level and
alignment,rolled as per clause 501.6 and 501.7 to
achieve the desired compaction as per clause No.
507 of MORTH Specification complete in all
respects - Grading II
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Description of Work QuantitySI.
No
11
22.50 m3
12
411.00 m3
Total
13 Provision for Labour Welfare Fund 1%
14
Contingencies
GRAN
Excavation for Roadway and drainage
Excavation including removal and satisfactory
disposal of all materias necessary for the
construction of roadway and side drains in
accordance with the specifications and the lines,
grades and cross sections shown in the drawings
or as indicated by the Engineer, as per MORTH
Specification. Formation of embankment using
Box cut earth including Compaction by power
roller
Excavation for Roadway and drainage
Excavation including removal and satisfactory
disposal of all materias necessary for the
construction of roadway and side drains in
accordance with the specifications and the lines,
grades and cross sections shown in the drawings
or as indicated by the Engineer, as per MORTH
Specification.Formation of embankment usingGravel including Compaction by power roller
with a lead of 1km
Provision for Quality Control Charges and centage
Charges
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ROAD KM 6/10 - 7/700 (ODR)
Estimate Amount:Rs.4,50,400
Rate Amount
50.60/m3 34003
205.05/m3 27169
1155.35/m3 61234
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Rate Amount
1353.32/m3 53794
61.67/m3 16343
11.93/m3 3161
14.52/m3 2904
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Rate Amount
4911.30/m3 65075
6673.78/m3 93099
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Rate Amount
12.85/m3 289
205.05/m3 84276
441347
4504
4413
136
TOTAL 450400
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Estimat
Description No.
1
Km 7/700 - 7/900 1 x 1 200.00 2.00
Km 7/900 - 8/100 1 x 1 200.00 2.00
Km 8/100 - 8/2 1 x 1 100.00 2.00
2
Km 7/900 - 8/100 1 x 1 200.00 2.50Km 8/100 - 8/2 1 x 1 100.00 1.50
3
Km 7/900 - 8/100 1 x 1 200.00 2.50
Km 8/100 - 8/2 1 x 1 100.00 1.50
4
NAME OF WORK: RESTORATION TO VENKITTAPURAM - KALIPALAYA
(ODR)
SI.
No.
Length
(m)
Width
(m)
Excavation for Roadway and drainage Excavation including removal
of all materias necessary for the construction of roadway and side drai
specifications and the lines, grades and cross sections shown in the d
the Engineer, as per MORTH Specification.
Gravel Filling including cost and conveyance including labour ch
watering tamping under opumum moisture content to get the maxi
charges etc., complete With a lead of 1Km
Granular Sub-base with Graded Material (Table:- 400-1) -Plant Mix
granular sub-base by providing close graded Material, mixing in a mec
carriage of mixed Material to work site, spreading in uniform laye
prepared surface and compacting with vibratory power roller to ac
complete as per clause 401 of MORTH Specification- for grading- V Ma
Wet Mix Macadam (Table 400-13) Providing, laying, spreading and
aggregate to wet mix macadam specification including premixing the M
in mechanical mix plant carriage of mixed Material by tipper to site, lay
paver in sub- base / base course on well prepared surface and compact
achieve the desired density, Complete as per clause 406 of MORTH Spe
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Km 7/900 - 8/100 1 x 1 200.00 2.50
Km 8/100 - 8/2 1 x 1 100.00 1.50
5
Km 7/900 - 8/100 1 x 1 200.00 2.50
Km 8/100 - 8/2 1 x 1 100.00 1.50
6
Km 7/900 - 8/100 1 x 1 200.00 2.50
Km 8/100 - 8/2 1 x 1 100.00 1.50
7
Km 7/900 - 8/100 1 x 1 200.00 1.25
Km 8/100 - 8/2 1 x 1 100.00 2.25
8
Km 7/900 - 8/100 1 x 1 200.00 2.50
Km 8/100 - 8/2 1 x 1 100.00 1.50
Prime coatProviding and applying primer coat with bitumen emulsio
surface of granular Base including clearing of road surface and spra
0.70 kg/sqm using mechanical means as per clause 502 of MORTH Sp
Tack coat- Providing and applying tack coat with bitumen em
emulsion pressure distributor at the rate of 0.25 kg per
bituminous/granular surface cleaned with mechanical broom as p
Specification-over granular surfaces treated with primer
Tack coat - Providing and applying tack coat with bitumen em
emulsion pressure distributor at the rate of 0.20 kg per
bituminous/granular surface cleaned with mechanical broom as p
Specification -over bituminous surfaces
Providing and Laying50mm thick Bituminous Macadam using co
bitumen which shall consist of construction in a single course base/bi
the specfication on a previously prepared base.(using Mini Hot Mix
including cost of material, labour charges, rentals for machinery, fue
charges etc., complete as per clause 504 MORTH Rev-5 (Mix-in-place
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9
Km 7/900 - 8/100 1 x 1 200.00 3.75
Km 8/100 - 8/2 1 x 1 100.00 3.75
10
Km 7/900 - 8/100 1 x 1 200.00 1.50
Km 8/100 - 8/2 1 x 1 100.00 1.50
Bituminous Concrete (Table 500-17) Providing and laying bitumino
plant using crushed aggregates of specified grading, premixed with bit
Grade-30) at percentage specified by Job Mix Formula of mix and fille
to work site, laying with a hydrostatic paver finisher to the r
alignment,rolled as per clause 501.6 and 501.7 to achieve the desired
No. 507 of MORTH Specification complete in all respects -Grading II
Excavation for Roadway and drainage Excavation including removal
of all materias necessary for the construction of roadway and side drai
specifications and the lines, grades and cross sections shown in the d
the Engineer, as per MORTH Specification.Formation of embankm
including Compaction by power roller
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11
Km 7/700 - 7/900 1 x 1 200.00 2.00
Excavation for Roadway and drainage Excavation including removal
of all materias necessary for the construction of roadway and side drai
specifications and the lines, grades and cross sections shown in the d
the Engineer, as per MORTH Specification.Formation of embankmen
Compaction by power roller with a lead of 1 Km
Assista
Pall<
Assistant Divisional Engineer, (H)
Palladam Sub Division<
Palladam
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Amount: Rs.8,62,500/-
Quantity
0.30 120.00
0.90 360.00
0.90 180.00
660.00
0.50 250.000.50 75.00
325.00
0.20 100.00
0.20 30.00
130.00
ROAD KM 7/700 - 8/2
Depth
(m)
and satisfactory disposal
s in accordance with the
awings or as indicated by
arges for filling inlayers,
um density all incidental
MethodConstruction of
anical mix plant at OMC,
s with motor grader on
ieve the desired density,
erial
compacting graded stone
aterial with water at OMC
ing in uniform layers with
ng with vibratory roller to
ification.
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0.15 75.00
0.15 22.50
97.50
500.00
150.00
650.00
500.00
150.00
650.00
250.00
225.00
475.00
0.05 25.00
0.05 7.50
32.50
n (SS-I type)on prepared
ing primer at the rate of
ecification over WMM
lsion (RS-I type) using
sqm on the prepared
r clause 503 of MORTH
lsion (RS-I type) using
sqm on the prepared
r clause 503 of MORTH
rse aggregate and VG30
nder course confirming to
Plant and Power Roller)
l and all other incidental
ethod)
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0.03 22.50
0.03 11.25
33.75
0.15 45.00
0.15 22.50
67.50
s concrete with hot mix
minous binder (Viscosity
, transporting the hot mix
quired grade, level and
compaction as per clause
and satisfactory disposal
s in accordance with the
awings or as indicated by
nt using Box cut earth
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0.30 120.00
120.00
and satisfactory disposal
s in accordance with the
awings or as indicated by
t using Gravel including
t Engineer, (H)
dam Section
alladam
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NAME OF WORK: RESTORATION TO VENKITTAPURAM - KALIPALAYA
ABSTRACT ESTIMATE
Description of Work Quantity
1
660.00 m3
2
325.00 m3
3
130.00 m3
SI.
No
Excavation for Roadway and drainage
Excavation including removal and satisfactory
disposal of all materias necessary for the
construction of roadway and side drains in
accordance with the specifications and the lines,
grades and cross sections shown in the drawings
or as indicated by the Engineer, as per MORTH
Specification.
Gravel Filling including cost and conveyance
including labour charges for filling inlayers,
watering tamping under opumum moisture
content to get the maximum density all incidentalcharges etc., With a lead of 1 Km
Granular Sub-base with Graded Material (Table:-
400-1) - Plant Mix Method Construction of
granular sub-base by providing close graded
Material, mixing in a mechanical mix plant at
OMC, carriage of mixed Material to work site,spreading in uniform layers with motor grader on
prepared surface and compacting with vibratory
power roller to achieve the desired density,
complete as per clause 401 of MORTH
Specification-for grading- V Material
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Description of Work QuantitySI.
No
4
97.50 m3
5
650.00 m2
6
650.00 m2
7
475.00 m2
Wet Mix Macadam (Table 400-13) 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- base / base course on well
prepared surface and compacting with vibratory
roller to achieve the desired density, Complete as
per clause 406 of MORTH Specification.
Prime coat Providing and applying primer coat
with bitumen emulsion (SS-I type) on prepared
surface of granular Base including clearing of road
surface and spraying primer at the rate of0.70
kg/sqm using mechanical means as per clause
502 of MORTH Specificationover WMM
Tack coat - Providing and applying tack coat with
bitumen emulsion (RS-I type) using emulsion
pressure distributor at the rate of0.25 kg per
sqm on the prepared bituminous/granular
surface cleaned with mechanical broom as per
clause 503 of MORTH Specification- over
granular surfaces treated with primer
Tack coat- Providing and applying tack coat with
bitumen emulsion (RS-I type) using emulsion
pressure distributor at the rate of0.20 kg per
sqm on the prepared bituminous/granular surface
cleaned with mechanical broom as per clause 503
of MORTH Specification - over bituminous
surfaces
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Description of Work QuantitySI.
No
8
32.50 m3
9
33.75 m3
Providing and Laying50mm thick BituminousMacadam using course aggregate and VG30
bitumen which shall consist of construction in a
single course base/binder course confirming to
the specfication on a previously prepared base.
(using Mini Hot Mix Plant and Power Roller)
including cost of material, labour charges, rentals
for machinery, fuel and all other incidental
charges etc., complete as per clause 504 MORTH
Rev-5(Mix-in-place method)
Bituminous Concrete (Table 500-17) Providing
and laying bituminous concrete with hot mix
plant using crushed aggregates of specified
grading, premixed with bituminous binder
( Viscosity Grade-30)at percentage specified by
Job Mix Formula of mix and filler, transporting
the hot mix to work site, laying with a hydrostatic
paver finisher to the required grade, level and
alignment,rolled as per clause 501.6 and 501.7 to
achieve the desired compaction as per clause No.
507 of MORTH Specification complete in all
respects - Grading II
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Description of Work QuantitySI.
No
11
67.50 m3
12
120.00 m3
Total
13 Provision for Labour Welfare Fund 1%
14
Contingencies
GRAN
Excavation for Roadway and drainage
Excavation including removal and satisfactory
disposal of all materias necessary for the
construction of roadway and side drains in
accordance with the specifications and the lines,
grades and cross sections shown in the drawings
or as indicated by the Engineer, as per MORTH
Specification. Formation of embankment using
Box cut earth including Compaction by power
roller
Excavation for Roadway and drainage
Excavation including removal and satisfactory
disposal of all materias necessary for the
construction of roadway and side drains in
accordance with the specifications and the lines,
grades and cross sections shown in the drawings
or as indicated by the Engineer, as per MORTH
Specification.Formation of embankment usingGravel including Compaction by power roller
with a lead of 1km
Provision for Quality Control Charges and Centage
Charges
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ROAD KM 7/700 - 8/2 (ODR)
Estimate Amount: Rs.8,62,500/-
Rate Amount
50.60/m3 33396
205.05/m3 66641
1159.75/m3 150768
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Rate Amount
1353.32/m3 131949
61.67/m3 40086
11.93/m3 7755
14.52/m3 6897
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Rate Amount
4900.54/m3 159268
6673.78/m3 225240
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Rate Amount
12.85/m3 867
205.05/m3 24606
847473
8625
6275
127
TOTAL 862500
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Estimat
Description No.
1
Km 8/2 - 8/300 1 x 1 100.00 2.00
Km 8/300 - 8/4 1 x 1 100.00 2.00
2
Km 8/2 - 8/300 1 x 1 100.00 1.30
Km 8/300 - 8/4 1 x 1 100.00 1.30
3
Km 8/2 - 8/300 1 x 1 100.00 1.30Km 8/300 - 8/4 1 x 1 100.00 1.30
4
Km 8/2 - 8/300 1 x 1 100.00 1.30
NAME OF WORK: RESTORATION TO VENKITTAPURAM - KALIPALAYA
(ODR)
SI.
No.
Length
(m)
Width
(m)
Excavation for Roadway and drainage Excavation including removal
of all materias necessary for the construction of roadway and side drai
specifications and the lines, grades and cross sections shown in the d
the Engineer, as per MORTH Specification.
Gravel Filling including cost and conveyance including labour ch
watering tamping under opumum moisture content to get the maxi
charges etc., complete With a lead of 1Km
Granular Sub-base with Graded Material (Table:- 400-1) -Plant Mix
granular sub-base by providing close graded Material, mixing in a mec
carriage of mixed Material to work site, spreading in uniform laye
prepared surface and compacting with vibratory power roller to ac
complete as per clause 401 of MORTH Specification- for grading- V Ma
Wet Mix Macadam (Table 400-13) Providing, laying, spreading and
aggregate to wet mix macadam specification including premixing the M
in mechanical mix plant carriage of mixed Material by tipper to site, lay
paver in sub- base / base course on well prepared surface and compact
achieve the desired density, Complete as per clause 406 of MORTH Spe
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Km 8/300 - 8/4 1 x 1 100.00 1.30
5
Km 8/2 - 8/300 1 x 1 100.00 1.30
Km 8/300 - 8/4 1 x 1 100.00 1.30
6
Km 8/2 - 8/300 1 x 1 100.00 1.30
Km 8/300 - 8/4 1 x 1 100.00 1.30
7
Km 8/2 - 8/300 1 x 1 100.00 2.45Km 8/300 - 8/4 1 x 1 100.00 2.45
8
Km 8/2 - 8/300 1 x 1 100.00 1.30
Km 8/300 - 8/4 1 x 1 100.00 1.30
Prime coatProviding and applying primer coat with bitumen emulsio
surface of granular Base including clearing of road surface and spra
0.70 kg/sqm using mechanical means as per clause 502 of MORTH Sp
Tack coat- Providing and applying tack coat with bitumen em
emulsion pressure distributor at the rate of 0.25 kg per
bituminous/granular surface cleaned with mechanical broom as p
Specification-over granular surfaces treated with primer
Tack coat - Providing and applying tack coat with bitumen em
emulsion pressure distributor at the rate of 0.20 kg per
bituminous/granular surface cleaned with mechanical broom as p
Specification -over bituminous surfaces
Providing and Laying50mm thick Bituminous Macadam using co
bitumen which shall consist of construction in a single course base/bi
the specfication on a previously prepared base.(using Mini Hot Mix
including cost of material, labour charges, rentals for machinery, fue
charges etc., complete as per clause 504 MORTH Rev-5 (Mix-in-place
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9
Km 8/2 - 8/300 1 x 1 100.00 3.75
Km 8/300 - 8/4 1 x 1 100.00 3.75
10
Km 8/2 - 8/300 1 x 1 100.00 1.50
Km 8/300 - 8/4 1 x 1 100.00 1.50
Bituminous Concrete (Table 500-17) Providing and laying bitumino
plant using crushed aggregates of specified grading, premixed with bit
Grade-30) at percentage specified by Job Mix Formula of mix and fille
to work site, laying with a hydrostatic paver finisher to the r
alignment,rolled as per clause 501.6 and 501.7 to achieve the desired
No. 507 of MORTH Specification complete in all respects -Grading II
Excavation for Roadway and drainage Excavation including removal
of all materias necessary for the construction of roadway and side drai
specifications and the lines, grades and cross sections shown in the d
the Engineer, as per MORTH Specification. Formation of embankm
including Compaction by power roller
Assistant
Pallad<
Pa
Assistant Divisional Engineer, (H)
Palladam Sub Division<
Palladam
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Amount: Rs.4,05,500/-
Quantity
0.90 180.00
0.90 180.00
360.00
0.50 65.00
0.50 65.00
130.00
0.20 26.000.20 26.00
52.00
0.15 19.50
M ROAD KM 8/2 - 8/4
Depth
(m)
and satisfactory disposal
s in accordance with the
awings or as indicated by
arges for filling inlayers,
um density all incidental
MethodConstruction of
anical mix plant at OMC,
s with motor grader on
ieve the desired density,
erial
compacting graded stone
aterial with water at OMC
ing in uniform layers with
ng with vibratory roller to
ification.
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0.15 19.50
39.00
130.00
130.00
260.00
130.00
130.00
260.00
245.00245.00
490.00
0.05 6.50
0.05 6.50
13.00
n (SS-I type)on prepared
ing primer at the rate of
ecification over WMM
lsion (RS-I type) using
sqm on the prepared
r clause 503 of MORTH
lsion (RS-I type) using
sqm on the prepared
r clause 503 of MORTH
rse aggregate and VG30
nder course confirming to
Plant and Power Roller)
l and all other incidental
ethod)
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0.03 11.25
0.03 11.25
22.50
0.15 22.50
0.15 22.50
45.00
s concrete with hot mix
minous binder (Viscosity
, transporting the hot mix
quired grade, level and
compaction as per clause
and satisfactory disposal
s in accordance with the
awings or as indicated by
nt using Box cut earth
Engineer, (H)
am Section
lladam
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NAME OF WORK: RESTORATION TO VENKITTAPURAM - KALIPALAYA
ABSTRACT ESTIMATE
Description of Work Quantity
1
360.00 m3
2
130.00 m3
3
52.00 m3
SI.
No
Excavation for Roadway and drainage
Excavation including removal and satisfactory
disposal of all materias necessary for the
construction of roadway and side drains in
accordance with the specifications and the lines,
grades and cross sections shown in the drawings
or as indicated by the Engineer, as per MORTH
Specification.
Gravel Filling including cost and conveyance
including labour charges for filling inlayers,
watering tamping under opumum moisture
content to get the maximum density all incidentalcharges etc., With a lead of 1 Km
Granular Sub-base with Graded Material (Table:-
400-1) - Plant Mix Method Construction of
granular sub-base by providing close graded
Material, mixing in a mechanical mix plant at
OMC, carriage of mixed Material to work site,spreading in uniform layers with motor grader on
prepared surface and compacting with vibratory
power roller to achieve the desired density,
complete as per clause 401 of MORTH
Specification-for grading- V Material
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Description of Work QuantitySI.
No
4
39.00 m3
5
260.00 m2
6
260.00 m2
7
490.00 m2
Wet Mix Macadam (Table 400-13) 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- base / base course on well
prepared surface and compacting with vibratory
roller to achieve the desired density, Complete as
per clause 406 of MORTH Specification.
Prime coat Providing and applying primer coat
with bitumen emulsion (SS-I type) on prepared
surface of granular Base including clearing of road
surface and spraying primer at the rate of0.70
kg/sqm using mechanical means as per clause
502 of MORTH Specificationover WMM
Tack coat - Providing and applying tack coat with
bitumen emulsion (RS-I type) using emulsion
pressure distributor at the rate of0.25 kg per
sqm on the prepared bituminous/granular
surface cleaned with mechanical broom as per
clause 503 of MORTH Specification- over
granular surfaces treated with primer
Tack coat- Providing and applying tack coat with
bitumen emulsion (RS-I type) using emulsion
pressure distributor at the rate of0.20 kg per
sqm on the prepared bituminous/granular surface
cleaned with mechanical broom as per clause 503
of MORTH Specification - over bituminous
surfaces
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Description of Work QuantitySI.
No
8
13.00 m3
9
22.50 m3
Providing and Laying50mm thick BituminousMacadam using course aggregate and VG30
bitumen which shall consist of construction in a
single course base/binder course confirming to
the specfication on a previously prepared base.
(using Mini Hot Mix Plant and Power Roller)
including cost of material, labour charges, rentals
for machinery, fuel and all other incidental
charges etc., complete as per clause 504 MORTH
Rev-5(Mix-in-place method)
Bituminous Concrete (Table 500-17) Providing
and laying bituminous concrete with hot mix
plant using crushed aggregates of specified
grading, premixed with bituminous binder
( Viscosity Grade-30)at percentage specified by
Job Mix Formula of mix and filler, transporting
the hot mix to work site, laying with a hydrostatic
paver finisher to the required grade, level and
alignment,rolled as per clause 501.6 and 501.7 to
achieve the desired compaction as per clause No.
507 of MORTH Specification complete in all
respects - Grading II
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Description of Work QuantitySI.
No
11
45.00 m3
Total
13 Provision for Labour Welfare Fund 1%
14
Contingencies
GRAN
Excavation for Roadway and drainage
Excavation including removal and satisfactory
disposal of all materias necessary for the
construction of roadway and side drains in
accordance with the specifications and the lines,
grades and cross sections shown in the drawings
or as indicated by the Engineer, as per MORTH
Specification. Formation of embankment using
Box cut earth including Compaction by power
roller
Provision for Quality Control Charges and Centage
Charges
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ROAD KM 8/2 - 8/4 (ODR)
Estimate Amount: Rs.4,05,500/-
Rate Amount
50.60/m3 18216
205.05/m3 26657
1159.75/m3 60307
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Rate Amount
1353.32/m3 52779
61.67/m3 16034
11.93/m3 3102
14.52/m3 7115
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Rate Amount
4900.54/m3 63707
6673.78/m3 150160
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Rate Amount
12.85/m3 578
398655
4055
2737
53
TOTAL 405500
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Estimat
Description No.
1
Km 8/4 - 8/750 1 x 1 340.00 2.00
Km 8/750 - 9/0 1 x 1 260.00 2.00
2
Km 8/750 - 9/0 1 x 1 260.00 2.00
3
Km 8/750 - 9/0 1 x 1 260.00 2.00
4
Km 8/750 - 9/0 1 x 1 260.00 2.00
NAME OF WORK: RESTORATION TO VENKITTAPURAM - KALIPALAYA
(ODR)
SI.
No.
Length
(m)
Width
(m)
Excavation for Roadway and drainage Excavation including removal
of all materias necessary for the construction of roadway and side drai
specifications and the lines, grades and cross sections shown in the d
the Engineer, as per MORTH Specification.
Gravel Filling including cost and conveyance including labour ch
watering tamping under opumum moisture content to get the maxi
charges etc., complete With a lead of 1Km
Granular Sub-base with Graded Material (Table:- 400-1) -Plant Mix
granular sub-base by providing close graded Material, mixing in a mec
carriage of mixed Material to work site, spreading in uniform laye
prepared surface and compacting with vibratory power roller to ac
complete as per clause 401 of MORTH Specification- for grading- V Ma
Wet Mix Macadam (Table 400-13) Providing, laying, spreading and
aggregate to wet mix macadam specification including premixing the M
in mechanical mix plant carriage of mixed Material by tipper to site, lay
paver in sub- base / base course on well prepared surface and compact
achieve the desired density, Complete as per clause 406 of MORTH Spe
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5
Km 8/750 - 9/0 1 x 1 260.00 2.00
6
Km 8/750 - 9/0 1 x 1 260.00 2.00
7
Km 8/750 - 9/0 1 x 1 260.00 1.75
8
Km 8/750 - 9/0 1 x 1 260.00 2.00
Prime coatProviding and applying primer coat with bitumen emulsio
surface of granular Base including clearing of road surface and spra
0.70 kg/sqm using mechanical means as per clause 502 of MORTH Sp
Tack coat- Providing and applying tack coat with bitumen em
emulsion pressure distributor at the rate of 0.25 kg per
bituminous/granular surface cleaned with mechanical broom as p
Specification-over granular surfaces treated with primer
Tack coat - Providing and applying tack coat with bitumen em
emulsion pressure distributor at the rate of 0.20 kg per
bituminous/granular surface cleaned with mechanical broom as p
Specification -over bituminous surfaces
Providing and Laying50mm thick Bituminous Macadam using co
bitumen which shall consist of construction in a single course base/bi
the specfication on a previously prepared base.(using Mini Hot Mix
including cost of material, labour charges, rentals for machinery, fue
charges etc., complete as per clause 504 MORTH Rev-5 (Mix-in-place
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9
Km 8/750 - 9/0 1 x 1 260.00 3.75
10
Km 8/750 - 9/0 1 x 1 260.00 1.50
Bituminous Concrete (Table 500-17) Providing and laying bitumino
plant using crushed aggregates of specified grading, premixed with bit
Grade-30) at percentage specified by Job Mix Formula of mix and fille
to work site, laying with a hydrostatic paver finisher to the r
alignment,rolled as per clause 501.6 and 501.7 to achieve the desired
No. 507 of MORTH Specification complete in all respects -Grading II
Excavation for Roadway and drainage Excavation including removal
of all materias necessary for the construction of roadway and side drai
specifications and the lines, grades and cross sections shown in the d
the Engineer, as per MORTH Specification. Formation of embankm
including Compaction by power roller
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11
Km 8/4 - 8/750 1 x 1 340.00 2.00
Excavation for Roadway and drainage Excavation including removal
of all materias necessary for the construction of roadway and side drai
specifications and the lines, grades and cross sections shown in the d
the Engineer, as per MORTH Specification.Formation of embankmen
Compaction by power roller
Assista
Palla<
P
Assistant Divisional Engineer, (H)
Palladam Sub Division<
Palladam
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Amount: Rs.7,41,700/-
Quantity
0.30 204.00
0.90 468.00
672.00
0.50 260.00
260.00
0.20 104.00
104.00
0.15 78.00
78.00
M ROAD KM 8/2 - 8/4
Depth
(m)
and satisfactory disposal
s in accordance with the
awings or as indicated by
arges for filling inlayers,
um density all incidental
MethodConstruction of
anical mix plant at OMC,
s with motor grader on
ieve the desired density,
erial
compacting graded stone
aterial with water at OMC
ing in uniform layers with
ng with vibratory roller to
ification.
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520.00520.00
520.00
520.00
455.00
455.00
0.05 26.00
26.00
n (SS-I type)on prepared
ing primer at the rate of
ecification over WMM
lsion (RS-I type) using
sqm on the prepared
r clause 503 of MORTH
lsion (RS-I type) using
sqm on the prepared
r clause 503 of MORTH
rse aggregate and VG30
nder course confirming to
Plant and Power Roller)
l and all other incidental
ethod)
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0.03 29.25
29.25
0.15 58.50
58.50
s concrete with hot mix
minous binder (Viscosity
, transporting the hot mix
quired grade, level and
compaction as per clause
and satisfactory disposal
s in accordance with the
awings or as indicated by
nt using Box cut earth
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0.30 204.00
204.00
and satisfactory disposal
s in accordance with the
awings or as indicated by
t using Gravel including
t Engineer, (H)
dam Section
alladam
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NAME OF WORK: RESTORATION TO VENKITTAPURAM - KALIPALAYA
ABSTRACT ESTIMATE
Description of Work Quantity
1
672.00 m3
2
260.00 m3
3
104.00 m3
SI.
No
Excavation for Roadway and drainage
Excavation including removal and satisfactory
disposal of all materias necessary for the
construction of roadway and side drains in
accordance with the specifications and the lines,
grades and cross sections shown in the drawings
or as indicated by the Engineer, as per MORTH
Specification.
Gravel Filling including cost and conveyance
including labour charges for filling inlayers,
watering tamping under opumum moisture
content to get the maximum density all incidentalcharges etc., With a lead of 1 Km
Granular Sub-base with Graded Material (Table:-
400-1) - Plant Mix Method Construction of
granular sub-base by providing close graded
Material, mixing in a mechanical mix plant at
OMC, carriage of mixed Material to work site,spreading in uniform layers with motor grader on
prepared surface and compacting with vibratory
power roller to achieve the desired density,
complete as per clause 401 of MORTH
Specification-for grading- V Material
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Description of Work QuantitySI.
No
4
78.00 m3
5
520.00 m2
6
520.00 m2
7
455.00 m2
Wet Mix Macadam (Table 400-13) 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- base / base course on well
prepared surface and compacting with vibratory
roller to achieve the desired density, Complete as
per clause 406 of MORTH Specification.
Prime coat Providing and applying primer coat
with bitumen emulsion (SS-I type) on prepared
surface of granular Base including clearing of road
surface and spraying primer at the rate of0.70
kg/sqm using mechanical means as per clause
502 of MORTH Specificationover WMM
Tack coat - Providing and applying tack coat with
bitumen emulsion (RS-I type) using emulsion
pressure distributor at the rate of0.25 kg per
sqm on the prepared bituminous/granular
surface cleaned with mechanical broom as per
clause 503 of MORTH Specification- over
granular surfaces treated with primer
Tack coat- Providing and applying tack coat with
bitumen emulsion (RS-I type) using emulsion
pressure distributor at the rate of0.20 kg per
sqm on the prepared bituminous/granular surface
cleaned with mechanical broom as per clause 503
of MORTH Specification - over bituminous
surfaces
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Description of Work QuantitySI.
No
8
26.00 m3
9
29.25 m3
Providing and Laying50mm thick BituminousMacadam using course aggregate and VG30
bitumen which shall consist of construction in a
single course base/binder course confirming to
the specfication on a previously prepared base.
(using Mini Hot Mix Plant and Power Roller)
including cost of material, labour charges, rentals
for machinery, fuel and all other incidental
charges etc., complete as per clause 504 MORTH
Rev-5(Mix-in-place method)
Bituminous Concrete (Table 500-17) Providing
and laying bituminous concrete with hot mix
plant using crushed aggregates of specified
grading, premixed with bituminous binder
( Viscosity Grade-30)at percentage specified by
Job Mix Formula of mix and filler, transporting
the hot mix to work site, laying with a hydrostatic
paver finisher to the required grade, level and
alignment,rolled as per clause 501.6 and 501.7 to
achieve the desired compaction as per clause No.
507 of MORTH Specification complete in all
respects - Grading II
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Description of Work QuantitySI.
No
11
58.50 m3
12
204.00 m3
Total
13 Provision for Labour Welfare Fund 1%
14
Contingencies
GRAN
Excavation for Roadway and drainage
Excavation including removal and satisfactory
disposal of all materias necessary for the
construction of roadway and side drains in
accordance with the specifications and the lines,
grades and cross sections shown in the drawings
or as indicated by the Engineer, as per MORTH
Specification. Formation of embankment using
Box cut earth including Compaction by power
roller
Excavation for Roadway and drainage
Excavation including removal and satisfactory
disposal of all materias necessary for the
construction of roadway and side drains in
accordance with the specifications and the lines,
grades and cross sections shown in the drawings
or as indicated by the Engineer, as per MORTH
Specification.Formation of embankment usingGravel including Compaction by power roller
with a lead of 1km
Provision for Quality Control Charges and Centage
Charges
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ROAD KM 8/2 - 8/4 (ODR)
Estimate Amount: Rs.7,41,700/-
Rate Amount
50.60/m3 34003
205.05/m3 53313
1164.15/m3 121072
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Rate Amount
1353.32/m3 105559
61.67/m3 32068
11.93/m3 6204
14.52/m3 6607
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Rate Amount
4900.54/m3 127414
6673.78/m3 195208
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Rate Amount
12.85/m3 752
205.05/m3 41830
724030
7417
10040
213