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R U S D I P
15.0 SEWER WORKS
CodeNo
Description Unit RateRs.
15.1 Providing at site, lowering & laying in trenches, aligning & jointing
of RCC pipes NP4 class (with ss ends! as per "#$ 45% ')
(a*ended +p to date! at all depths with R+er gas-ets
(P/0#R! for sewer lines as per "#$ 5)%' (incl+ding cost of
R+er gas-ets, l+ricants! as per drawing, sectional testing of the
sewer pipe line (incl+ding cost and conveyance of water to site!
etc., co*plete as per specification and or as directed y
ngineer.
15.1.1 15 ** internal dia*eter *etre '2%.
15.1.' ' ** internal dia*eter *etre 413.
15.1.) '5 ** internal dia*eter *etre 5'.
15.1.4 ) ** internal dia*eter *etre 23.
15.1.5 )5 ** internal dia*eter *etre 3'.
15.1. 4 ** internal dia*eter *etre 1,33.
15.1.2 45 ** internal dia*eter *etre 1,''4.
15.1.% 5 ** internal dia*eter *etre 1,452.
15.1.3 ** internal dia*eter *etre ',1%.
15.1.1 2 ** internal dia*eter *etre ',3%.
15.1.11 % ** internal dia*eter *etre ),12.
15.1.1' 3 ** internal dia*eter *etre 4,5)%.
15.1.1) 1 ** internal dia*eter *etre 5,2'.
15.1.14 11 ** internal dia*eter *etre ,%4).
15.1.15 1' ** internal dia*eter *etre 2,5'.
15.1.1 14 ** internal dia*eter *etre 3,33).
15.1.12 1 ** internal dia*eter *etre 1),54%.
15.' Providing at site, lowering & laying in trenches, aligning & jointing
of RCC pipes NP) class (with ss ends! as per "#$ 45% 13%%
(a*ended +p to date! at all levels with R+er gas-ets
(P/0#R! for sewer lines as per "#$ 5)%' (incl+ding cost of
R+er gas-ets l+ricants! as per drawing, sectional testing of the
sewer pipe line (incl+ding cost and conveyance of water to site!
etc., co*plete as directed y ngineer.
15.'.1 15 ** internal dia*eter *etre '.
SUBHEAD 15.0 SEWER WORK BSR January 200860
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R U S D I P
CodeNo
Description Unit RateRs.
15.'.' ' ** internal dia*eter *etre )4.
15.'.) '5 ** internal dia*eter *etre 4)5.
15.'.4 ) ** internal dia*eter *etre .
15.'.5 )5 ** internal dia*eter *etre 3)%.
15.'. 4 ** internal dia*eter *etre 1,'.
15.'.2 45 ** internal dia*eter *etre 1,1%%.
15.'.% 5 ** internal dia*eter *etre 1,)%5.
15.'.3 ** internal dia*eter *etre 1,%41.
15.'.1 2 ** internal dia*eter *etre ','3).
15.'.11 % ** internal dia*eter *etre ',32.
15.'.1' 3 ** internal dia*eter *etre ),2%'.
15.'.1) 1 ** internal dia*eter *etre 4,1.
15.'.14 11 ** internal dia*eter *etre 5,'2.
15.'.15 1' ** internal dia*eter *etre ,)%.
15.'.1 14 ** internal dia*eter *etre %,2%).
15.'.12 1 ** internal dia*eter *etre 11,2)).
15.) Providing at site, lowering & laying in trenches, aligning & jointing
of RCC pipes NP' class (with ss ends! as per "#$ 45% 13%%
(a*ended +p to date! at all levels with R+er gas-ets(P/0#R! for sewer lines as per "#$ 5)%' (incl+ding cost of
R+er gas-ets l+ricants! as per drawing, sectional testing of the
sewer pipe line (incl+ding cost and conveyance of water to site!
etc., co*plete as directed y ngineer.
15.).1 15 ** internal dia*eter *etre '4'.
15.).' ' ** internal dia*eter *etre '3%.
15.).) '5 ** internal dia*eter *etre )5.
15.).4 ) ** internal dia*eter *etre 4%.
15.).5 )5 ** internal dia*eter *etre 525.
15.). 4 ** internal dia*eter *etre ).
15.).2 45 ** internal dia*eter *etre %'5.
15.).% 5 ** internal dia*eter *etre 313.
15.).3 ** internal dia*eter *etre 1,').
15.).1 2 ** internal dia*eter *etre 1,45%.
SUBHEAD 15.0 SEWER WORK BSR January 200861
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R U S D I P
CodeNo
Description Unit RateRs.
15.).11 % ** internal dia*eter *etre 1,341.
15.).1' 3 ** internal dia*eter *etre ',451.
15.).1) 1 ** internal dia*eter *etre ',332.
15.).14 11 ** internal dia*eter *etre ),51.
15.).15 1' ** internal dia*eter *etre ),3).
15.).1 14 ** internal dia*eter *etre 5,%23.
15.).12 1 ** internal dia*eter *etre 2,)12.
15.4 Providing gran+lar edding having width o+ter dia of pipe (c! 6
5**, thic-ness elow pipe .'5c or 1** (whichever is
higher! and ha+nching .5c, with graded hard cr+sher ro-en
stone of 17 passing thro+gh '** sheive, ' to 5 7 passing
thro+gh 1** sheive and 1 7 retain on .)** sheive, laying in
layers of thic-ness 115c* incl+ding ra**ing, consolidation etc
co*plete for RCC pipes of following si8es as per drawing and or as
directed y ngineer.
15.4.1 15 ** internal dia*eter RCC pipe *etre %).
15.4.' ' ** internal dia*eter RCC pipe *etre 3%.
15.4.) '5 ** internal dia*eter RCC pipe *etre 11.
15.4.4 ) ** internal dia*eter RCC pipe *etre 1'%.
15.4.5 )5 ** internal dia*eter RCC pipe *etre 12.
15.4. 4 ** internal dia*eter RCC pipe *etre 133.
15.4.2 45 ** internal dia*eter RCC pipe *etre ''4.
15.4.% 5 ** internal dia*eter RCC pipe *etre '43.
15.4.3 ** internal dia*eter RCC pipe *etre )1.
15.4.1 2 ** internal dia*eter RCC pipe *etre )25.
15.4.11 % ** internal dia*eter RCC pipe *etre 45.
15.4.1' 3 ** internal dia*eter RCC pipe *etre 5'2.
15.4.1) 1 ** internal dia*eter RCC pipe *etre ''.
15.4.14 11 ** internal dia*eter RCC pipe *etre 2.
15.4.15 1' ** internal dia*eter RCC pipe *etre 231.
15.4.1 14 ** internal dia*eter RCC pipe *etre 33%.
15.4.12 1 ** internal dia*eter RCC pipe *etre 1,'.
15.5 Providing and laying plain ce*ent concrete 015 grade (+sing
*echanical concrete *i9er! +sing '** graded hard cr+sher
SUBHEAD 15.0 SEWER WORK BSR January 200862
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R U S D I P
CodeNo
Description Unit RateRs.
ro-en stone aggregate, laying in layers of not *ore than 15c*
thic-, for edding having width o+ter dia of pipe (c! 6 '** or
1.'5c (whichever is higher!, thic-ness elow pipe .'5c or1** (whichever is higher! and ha+nching .'5c, for RCC
pipes of following si8es, incl+ding co*paction, c+ring, for*wor-,
etc co*plete as per drawing and or as directed y ngineer.
15.5.1 15 ** internal dia*eter RCC pipe *etre 1)).
15.5.' ' ** internal dia*eter RCC pipe *etre 153.
15.5.) '5 ** internal dia*eter RCC pipe *etre 1%1.
15.5.4 ) ** internal dia*eter RCC pipe *etre '14.
15.5.5 )5 ** internal dia*eter RCC pipe *etre )1%.
15.5. 4 ** internal dia*eter RCC pipe *etre )21.
15.5.2 45 ** internal dia*eter RCC pipe *etre 4'3.
15.5.% 5 ** internal dia*eter RCC pipe *etre 43.
15.5.3 ** internal dia*eter RCC pipe *etre 54.
15.5.1 2 ** internal dia*eter RCC pipe *etre %'.
15.5.11 % ** internal dia*eter RCC pipe *etre 1,2.
15.5.1' 3 ** internal dia*eter RCC pipe *etre 1,)'1.
15.5.1) 1 ** internal dia*eter RCC pipe *etre 1,5'.
15.5.14 11 ** internal dia*eter RCC pipe *etre 1,3)1.
15.5.15 1' ** internal dia*eter RCC pipe *etre ','4.
15.5.1 14 ** internal dia*eter RCC pipe *etre ),45.
15.5.12 1 ** internal dia*eter RCC pipe *etre ),%53.
15. Providing and laying reinforced ce*ent concrete 015 grade (+sing
*echanical concrete *i9er! with .47 steel reinforce*ent! +sing
'** graded hard cr+sher ro-en stone aggregate, laying in
layers of not *ore than 15c* thic-, for edding having width
o+ter dia of pipe (c! 6 '** or 1.'5c (whichever is higher!,
thic-ness elow pipe .'5c or 1** (whichever is higher! and
ha+nching .'5c, for RCC pipes of following si8es, incl+dingreinforce*ent, co*paction, c+ring, for*wor-, etc co*plete as per
drawing and or as directed y ngineer.
15..1 15 ** internal dia*eter RCC pipe *etre 133.
15..' ' ** internal dia*eter RCC pipe *etre ')%.
15..) '5 ** internal dia*eter RCC pipe *etre '21.
SUBHEAD 15.0 SEWER WORK BSR January 200863
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R U S D I P
CodeNo
Description Unit RateRs.
15..4 ) ** internal dia*eter RCC pipe *etre )'.
15..5 )5 ** internal dia*eter RCC pipe *etre 42.
15.. 4 ** internal dia*eter RCC pipe *etre 55.
15..2 45 ** internal dia*eter RCC pipe *etre 4'.
15..% 5 ** internal dia*eter RCC pipe *etre 2)4.
15..3 ** internal dia*eter RCC pipe *etre 323.
15..1 2 ** internal dia*eter RCC pipe *etre 1,')2.
15..11 % ** internal dia*eter RCC pipe *etre 1,'.
15..1' 3 ** internal dia*eter RCC pipe *etre 1,32%.
15..1) 1 ** internal dia*eter RCC pipe *etre ',42).
15..14 11 ** internal dia*eter RCC pipe *etre ',%31.
15..15 1' ** internal dia*eter RCC pipe *etre ),)3.
15..1 14 ** internal dia*eter RCC pipe *etre 4,553.
15..12 1 ** internal dia*eter RCC pipe *etre 5,22%.
15.2 Providing and laying gran+lar edding in layers of not *ore than
15c* thic-, for edding having width o+ter dia of pipe (c! 6
5**, thic-ness elow pipe .'5c or 1** (whichever is
higher!, ha+nching .5c and reinforced ce*ent concrete 015
grade (+sing *echanical concrete *i9er! with 17 steel
reinforce*ent! +sing '** graded hard cr+sher ro-en stoneaggregate to cover pipe having width o+ter dia of pipe (c! 6
'** or 1.'5c (whichever is higher!, thic-ness over pipe
.'5c or 1** (whichever is higher! for RCC pipes of following
si8es, incl+ding reinforce*ent, co*paction, c+ring, for* wor-, etc
co*plete as per drawing and or as directed y ngineer.
15.2.1 15 ** internal dia*eter RCC pipe *etre 4%.
15.2.' ' ** internal dia*eter RCC pipe *etre 52'.
15.2.) '5 ** internal dia*eter RCC pipe *etre 4.
15.2.4 ) ** internal dia*eter RCC pipe *etre 23.
15.2.5 )5 ** internal dia*eter RCC pipe *etre 1,153.
15.2. 4 ** internal dia*eter RCC pipe *etre 1,)41.
15.2.2 45 ** internal dia*eter RCC pipe *etre 1,5)).
15.2.% 5 ** internal dia*eter RCC pipe *etre 1,2)2.
15.2.3 ** internal dia*eter RCC pipe *etre ','2.
SUBHEAD 15.0 SEWER WORK BSR January 200864
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R U S D I P
CodeNo
Description Unit RateRs.
15.2.1 2 ** internal dia*eter RCC pipe *etre ',%4).
15.2.11 % ** internal dia*eter RCC pipe *etre ),42.
15.2.1' 3 ** internal dia*eter RCC pipe *etre 4,42).
15.2.1) 1 ** internal dia*eter RCC pipe *etre 5,55.
15.2.14 11 ** internal dia*eter RCC pipe *etre ,43.
15.2.15 1' ** internal dia*eter RCC pipe *etre 2,554.
15.2.1 14 ** internal dia*eter RCC pipe *etre 1,34.
15.2.12 1 ** internal dia*eter RCC pipe *etre 1',2)4.
15.% Providing and constr+cting of ric- *asonry circ+lar *anholes of
:;ypehiri, incl+ding c+ring, watering,
ra**ing, hydro testing of *anhole, conveyance & cost of water,
and dewatering co*plete as directed y the ngineer. Note?nly
9cavation wor- will e *eas+red and paid separately.
15.%.1 0anhole :;ype
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R U S D I P
CodeNo
Description Unit RateRs.
thic- inside and o+tside plaster in C. 0. 1$), inside plaster finished
with floating coat of neat ce*ent, vata in C01$1 aro+nd pipe
entering and leaving the *anhole and also at the j+nction of*asonry and concrete sla, providing and fi9ing of #=RC foot
steps of approved *a-e at every .)* height fi9ed in C0 1$),
s+pplying and fi9ing heavy d+ty #=RC *anhole fra*e and cover
as per "# 1'53' (Part " and ""! having clear opening of 5**,
incl+ding refilling of >hiri, incl+ding c+ring, watering, ra**ing,
hydro testing of *anhole, conveyance & cost of water, and
dewatering co*plete as directed y the ngineer. Note?nly
9cavation wor- will e *eas+red and paid separately.
15.3.1 0anhole :;ype: of depth 1.2 * each
*anhole 14,2'1.
15.3.' Providing and constr+cting e9tra depth of *anhole:;ype: for depth eyond 1.2 * and +pto '.5 * as
per drawing and direction of ngineer. *etre 5,'2'.
15.1 Providing and constr+cting of ric- *asonry circ+lar *anholes of
:;ypeC: with internal dia 1.5* and depth +pto 5.* having ric-
*asonry wall ')** thic- +pto 1.5*, )45** thic- fro* 1.5* to
'.5* and 4** fro* '.5 to 5.* in ce*ent sand *ortar 1$4,
incl+ding concreting PCC 01 grade (1$4$%! for ''5** thic-
fo+ndation incl+ding c+ring co*paction and for* wor- etc
co*plete, PCC 015 for enching and channel portion, RCC 0'
for '** thic- cover sla incl+ding reinforce*ent, PCC 0' for
fi9ing the *anhole fra*e and cover +sing stone aggregate '**no*inal si8e, '** thic- inside and o+tside plaster in C. 0. 1$),
inside plaster finished with floating coat of neat ce*ent, vata in
C01$1 aro+nd pipe entering and leaving the *anhole and also at
the j+nction of *asonry and concrete sla, providing and fi9ing of
#=RC foot steps of approved *a-e at every .)* height fi9ed in
C0 1$), s+pplying and fi9ing heavy d+ty #=RC *anhole fra*e and
cover as per "# 1'53' (Part " and ""! having clear opening of
5**, incl+ding refilling of >hiri, incl+ding c+ring, watering,
ra**ing, hydro testing of *anhole, conveyance & cost of water,
and dewatering co*plete as directed y the ngineer. Note?nly
9cavation wor- will e *eas+red and paid separately.
15.1.1 0anhole :;ypeC: of depth '. * each
*anhole '4,%3'.
15.1.' Providing and constr+cting e9tra depth of *anhole
:;ypeC: for depth eyond '. * and +pto 5. * as
per drawing and direction of ngineer. *etre %,)54.
15.11 Providing and constr+cting of ric- *asonry circ+lar *anholes of
:;ype/: with internal dia 1.5* and depth +pto 3.* having ric-
SUBHEAD 15.0 SEWER WORK BSR January 200866
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R U S D I P
CodeNo
Description Unit RateRs.
*asonry wall ')** thic- +pto 1.5*, )45** thic- fro* 1.5* to
'.5*, 4** fro* '.5 to 5.* and 525** fro* 5. to 3.* in
ce*ent sand *ortar 1$4, incl+ding concreting PCC 01 grade(1$4$%! for ''5** thic- fo+ndation incl+ding c+ring co*paction
and for* wor- etc co*plete, PCC 015 for enching and channel
portion, RCC 0' for '** thic- cover sla incl+ding
reinforce*ent, PCC 0' for fi9ing the *anhole fra*e and cover
+sing stone aggregate '** no*inal si8e, '** thic- inside and
o+tside plaster in C. 0. 1$), inside plaster finished with floating
coat of neat ce*ent, vata in C01$1 aro+nd pipe entering and
leaving the *anhole and also at the j+nction of *asonry and
concrete sla, providing and fi9ing of #=RC foot steps of approved
*a-e at every .)* height fi9ed in C0 1$), s+pplying and fi9ing
heavy d+ty #=RC *anhole fra*e and cover as per "# 1'53' (Part
" and ""! having clear opening of 5**, incl+ding refilling of >hiri,incl+ding c+ring, watering, ra**ing, hydro testing of *anhole,
conveyance & cost of water, and dewatering co*plete as directed
y the ngineer. Note?nly 9cavation wor- will e *eas+red and
paid separately.
15.11.1 0anhole :;ype/: of depth 5.1 * each
*anhole 4,)4.
15.11.' Providing and constr+cting e9tra depth of *anhole
:;ype/: for depth eyond 5.1 * and +pto 3. * as
per drawing and direction of ngineer. *etre 1,45%.
15.1' Providing and constr+cting of ric- *asonry circ+lar *anholes of:;ype: with internal dia 1.%* and depth +pto 14.* having
ric- *asonry wall ')** thic- +pto 1.5*, )45** thic- fro*
1.5* to '.5*, 4** fro* '.5 to 5.*, 525** fro* 5. to
3.* and 3** fro* 3. to 14.* in ce*ent sand *ortar 1$4,
incl+ding concreting PCC 01 grade (1$4$%! for ''5** thic-
fo+ndation incl+ding c+ring co*paction and for* wor- etc
co*plete, PCC 015 for enching and channel portion, RCC 0'
for '** thic- cover sla incl+ding reinforce*ent, PCC 0' for
fi9ing the *anhole fra*e and cover +sing stone aggregate '**
no*inal si8e, '** thic- inside and o+tside plaster in C. 0. 1$),
inside plaster finished with floating coat of neat ce*ent, vata in
C01$1 aro+nd pipe entering and leaving the *anhole and also atthe j+nction of *asonry and concrete sla, providing and fi9ing of
#=RC foot steps of approved *a-e at every .)* height fi9ed in
C0 1$), s+pplying and fi9ing heavy d+ty #=RC *anhole fra*e and
cover as per "# 1'53' (Part " and ""! having clear opening of
5**, incl+ding refilling of >hiri, incl+ding c+ring, watering,
ra**ing, hydro testing of *anhole, conveyance & cost of water,
and dewatering co*plete as directed y the ngineer. Note?nly
SUBHEAD 15.0 SEWER WORK BSR January 200867
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R U S D I P
CodeNo
Description Unit RateRs.
9cavation wor- will e *eas+red and paid separately.
15.1'.1 0anhole :;ype: of depth 3.1* each
*anhole 15,'.
15.1'.' Providing and constr+cting e9tra depth of *anhole
:;ype: for depth eyond 3.1 * and +pto 14. * as
per drawing and direction of ngineer. *etre 14,'5.
15.1) Providing and constr+cting of sewer ric- *asonry circ+lar
*anholes of :;ypehiri, incl+ding
c+ring, watering, ra**ing, hydro testing of *anhole, conveyance
& cost of water, and dewatering co*plete as directed y the
ngineer. Note?nly 9cavation wor- will e *eas+red and paidseparately.
15.1).1 0anhole :;ype
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R U S D I P
CodeNo
Description Unit RateRs.
C01$1 aro+nd pipe entering and leaving the *anhole and also at
the j+nction of *asonry and concrete sla, providing and fi9ing of
#=RC foot steps of approved *a-e at every .)* height fi9ed inC0 1$), s+pplying and fi9ing heavy d+ty #=RC *anhole fra*e and
cover as per "# 1'53' (Part " and ""! having clear opening of
5**, incl+ding refilling of >hiri, incl+ding c+ring, watering,
ra**ing, hydro testing of *anhole, conveyance & cost of water,
and dewatering co*plete as directed y the ngineer. Note?nly
9cavation wor- will e *eas+red and paid separately.
15.14.1 0anhole :;ype: of depth 1.2 * each
*anhole 1,54.
15.14.' Providing and constr+cting e9tra depth of *anhole
:;ype: for depth eyond 1.2 * and +pto '.5 * with
sewer ric- *asonary incl+ding '** plaster insideand o+tside as per drawing and direction of ngineer. *etre ,%1.
15.15 Providing and constr+cting of sewer ric- *asonry circ+lar
*anholes of :;ypeC: with internal dia 1.5* and depth +pto 5.*
having sewer ric- *asonry wall ')** thic- +pto 1.5*, )45**
thic- fro* 1.5* to '.5* and 4** fro* '.5 to 5.* in
ce*ent sand *ortar 1$4, incl+ding concreting PCC 01 grade
(1$4$%! for ''5** thic- fo+ndation incl+ding c+ring co*paction
and for* wor- etc co*plete, PCC 015 for enching and channel
portion, RCC 0' for '** thic- cover sla incl+ding
reinforce*ent, PCC 0' for fi9ing the *anhole fra*e and cover
+sing stone aggregate '** no*inal si8e, '** thic- inside ando+tside plaster in C. 0. 1$), inside plaster finished with floating
coat of neat ce*ent, vata in C01$1 aro+nd pipe entering and
leaving the *anhole and also at the j+nction of *asonry and
concrete sla, providing and fi9ing of #=RC foot steps of approved
*a-e at every .)* height fi9ed in C0 1$), s+pplying and fi9ing
heavy d+ty #=RC *anhole fra*e and cover as per "# 1'53' (Part
" and ""! having clear opening of 5**, incl+ding refilling of >hiri,
incl+ding c+ring, watering, ra**ing, hydro testing of *anhole,
conveyance & cost of water, and dewatering co*plete as directed
y the ngineer. Note?nly 9cavation wor- will e *eas+red and
paid separately.
15.15.1 0anhole :;ypeC: of depth '. * each
*anhole '%,').
15.15.' Providing and constr+cting e9tra depth of *anhole
:;ypeC: for depth eyond '. * and +pto 5. * as
per drawing and direction of ngineer. *etre 11,4'.
15.1 Providing and constr+cting of sewer ric- *asonry circ+lar
*anholes of :;ype/: with internal dia 1.5* and depth +pto 3.*
SUBHEAD 15.0 SEWER WORK BSR January 200869
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11/23
R U S D I P
CodeNo
Description Unit RateRs.
having sewer ric- *asonry wall ')** thic- +pto 1.5*, )45**
thic- fro* 1.5* to '.5*, 4** fro* '.5 to 5.* and 525**
fro* 5. to 3.* in ce*ent sand *ortar 1$4, incl+ding concretingPCC 01 grade (1$4$%! for ''5** thic- fo+ndation incl+ding
c+ring co*paction and for* wor- etc co*plete, PCC 015 for
enching and channel portion, RCC 0' for '** thic- cover
sla incl+ding reinforce*ent, PCC 0' for fi9ing the *anhole
fra*e and cover +sing stone aggregate '** no*inal si8e, '**
thic- inside and o+tside plaster in C. 0. 1$), inside plaster finished
with floating coat of neat ce*ent, vata in C01$1 aro+nd pipe
entering and leaving the *anhole and also at the j+nction of
*asonry and concrete sla, providing and fi9ing of #=RC foot
steps of approved *a-e at every .)* height fi9ed in C0 1$),
s+pplying and fi9ing heavy d+ty #=RC *anhole fra*e and cover
as per "# 1'53' (Part " and ""! having clear opening of 5**,incl+ding refilling of >hiri, incl+ding c+ring, watering, ra**ing,
hydro testing of *anhole, conveyance & cost of water, and
dewatering co*plete as directed y the ngineer. Note?nly
9cavation wor- will e *eas+red and paid separately.
15.1.1 0anhole :;ype/: of depth 5.1* each
*anhole 5,)4.
15.1.' Providing and constr+cting e9tra depth of *anhole
:;ype/: for depth eyond 5.1 * and +pto 3. * with
sewer ric- *asonary incl+ding '** plaster inside
and o+tside as per drawing and direction of ngineer. *etre 1),32'.
15.12 Providing and constr+cting of sewer ric- *asonry circ+lar
*anholes of :;ype: with internal dia 1.%* and depth +pto
14.* having sewer ric- *asonry wall ')** thic- +pto 1.5*,
)45** thic- fro* 1.5* to '.5*, 4** fro* '.5 to 5.*,
525** fro* 5. to 3.* and 3** fro* 3. to 14.* in ce*ent
sand *ortar 1$4, incl+ding concreting PCC 01 grade (1$4$%! for
''5** thic- fo+ndation incl+ding c+ring co*paction and for*
wor- etc co*plete, PCC 015 for enching and channel portion,
RCC 0' for '** thic- cover sla incl+ding reinforce*ent,
PCC 0' for fi9ing the *anhole fra*e and cover +sing stone
aggregate '** no*inal si8e, '** thic- inside and o+tside
plaster in C. 0. 1$), inside plaster finished with floating coat of neatce*ent, vata in C01$1 aro+nd pipe entering and leaving the
*anhole and also at the j+nction of *asonry and concrete sla,
providing and fi9ing of #=RC foot steps of approved *a-e at every
.)* height fi9ed in C0 1$), s+pplying and fi9ing heavy d+ty
#=RC *anhole fra*e and cover as per "# 1'53' (Part " and ""!
having clear opening of 5**, incl+ding refilling of >hiri, incl+ding
c+ring, watering, ra**ing, hydro testing of *anhole, conveyance
SUBHEAD 15.0 SEWER WORK BSR January 200870
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12/23
R U S D I P
CodeNo
Description Unit RateRs.
& cost of water, and dewatering co*plete as directed y the
ngineer. Note?nly 9cavation wor- will e *eas+red and paid
separately
15.12.1 0anhole :;ype: of depth 3.1* each
*anhole 1)',4.
15.12.' Providing and constr+cting e9tra depth of *anhole
:;ype: for depth eyond 3.1 * and +pto 14. * with
sewer ric- *asonary incl+ding '** plaster inside
and o+tside as per drawing and direction of ngineer. *etre 13,%5.
15.1% Providing and constr+cting of RR stone *asonry circ+lar *anholes
of :;ype
8/12/2019 Sewer Schedule of rates
13/23
R U S D I P
CodeNo
Description Unit RateRs.
thic- inside and o+tside plaster in C. 0. 1$), inside plaster finished
with floating coat of neat ce*ent, vata in C01$1 aro+nd pipe
entering and leaving the *anhole and also at the j+nction of*asonry and concrete sla, providing and fi9ing of #=RC foot
steps of approved *a-e at every .)* height fi9ed in C0 1$),
s+pplying and fi9ing heavy d+ty #=RC *anhole fra*e and cover
as per "# 1'53' (Part " and ""! having clear opening of 5**,
incl+ding refilling of >hiri, incl+ding c+ring, watering, ra**ing,
hydro testing of *anhole, conveyance & cost of water, and
dewatering co*plete as directed y the ngineer. Note?nly
9cavation wor- will e *eas+red and paid separately
15.13.1 0anhole :;ype: of depth 1.2 * each
*anhole 15,))).
15.13.' Providing and constr+cting e9tra depth of *anhole:;ype: for depth eyond 1.2 * and +pto '.5 * with
RR stone *asonary incl+ding '** plaster inside and
o+tside as per drawing and direction of ngineer. *etre 4,%%2.
15.' Providing and constr+cting of RR stone *asonry circ+lar *anholes
of :;ypeC: with internal dia 1.5* and depth +pto 5.* having
RR stone *asonry wall )** thic- +pto 1.5*, )5** thic- fro*
1.5* to '.5* and 45** fro* '.5 to 5.* in ce*ent sand
*ortar 1$4, incl+ding concreting PCC 01 grade (1$4$%! for
''5** thic- fo+ndation incl+ding c+ring co*paction and for*
wor- etc co*plete, PCC 015 for enching and channel portion,
RCC 0' for '** thic- cover sla incl+ding reinforce*ent,PCC 0' for fi9ing the *anhole fra*e and cover +sing stone
aggregate '** no*inal si8e, '** thic- inside and o+tside
plaster in C. 0. 1$), inside plaster finished with floating coat of neat
ce*ent, vata in C01$1 aro+nd pipe entering and leaving the
*anhole and also at the j+nction of *asonry and concrete sla,
providing and fi9ing of #=RC foot steps of approved *a-e at every
.)* height fi9ed in C0 1$), s+pplying and fi9ing heavy d+ty
#=RC *anhole fra*e and cover as per "# 1'53' (Part " and ""!
having clear opening of 5**, incl+ding refilling of >hiri, incl+ding
c+ring, watering, ra**ing, hydro testing of *anhole, conveyance
& cost of water, and dewatering co*plete as directed y the
ngineer. Note?nly 9cavation wor- will e *eas+red and paidseparately
15.'.1 0anhole :;ypeC: of depth '. * each
*anhole '5,)3.
15.'.' Providing and constr+cting e9tra depth of *anhole
:;ypeC: for depth eyond '. * and +pto 5. * as
per drawing and direction of ngineer. *etre 2,4'3.
SUBHEAD 15.0 SEWER WORK BSR January 200872
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14/23
R U S D I P
CodeNo
Description Unit RateRs.
15.'1 Providing and constr+cting of RR stone *asonry circ+lar *anholes
of :;ype/: with internal dia 1.5* and depth +pto 3.* having
RR stone *asonry wall )** thic- +pto 1.5*, )5** thic- fro*1.5* to '.5*, 45** fro* '.5 to 5.* and ** fro* 5. to
3.* in ce*ent sand *ortar 1$4, incl+ding concreting PCC 01
grade (1$4$%! for ''5** thic- fo+ndation incl+ding c+ring
co*paction and for* wor- etc co*plete, PCC 015 for enching
and channel portion, RCC 0' for '** thic- cover sla
incl+ding reinforce*ent, PCC 0' for fi9ing the *anhole fra*e
and cover +sing stone aggregate '** no*inal si8e, '** thic-
inside and o+tside plaster in C. 0. 1$), inside plaster finished with
floating coat of neat ce*ent, vata in C01$1 aro+nd pipe entering
and leaving the *anhole and also at the j+nction of *asonry and
concrete sla, providing and fi9ing of #=RC foot steps of approved
*a-e at every .)* height fi9ed in C0 1$), s+pplying and fi9ingheavy d+ty #=RC *anhole fra*e and cover as per "# 1'53' (Part
" and ""! having clear opening of 5**, incl+ding refilling of >hiri,
incl+ding c+ring, watering, ra**ing, hydro testing of *anhole,
conveyance & cost of water, and dewatering co*plete as directed
y the ngineer. Note?nly 9cavation wor- will e *eas+red and
paid separately
15.'1.1 0anhole :;ype/: of depth 5.1* each
*anhole 44,543.
15.'1.' Providing and constr+cting e9tra depth of *anhole
:;ype/: for depth eyond 5.1 * and +pto 3. * with
RR stone *asonary incl+ding '** plaster inside and
o+tside as per drawing and direction of ngineer. *etre 3,3%.
15.'' Providing and constr+cting of RR stone *asonry circ+lar *anholes
of :;ype: with internal dia 1.%* and depth +pto 14.* having
RR stone *asonry wall )** thic- +pto 1.5*, )5** thic- fro*
1.5* to '.5*, 45** fro* '.5 to 5.*, ** fro* 5. to
3.* and 2** fro* 3. to 14.* in ce*ent sand *ortar 1$4,
incl+ding concreting PCC 01 grade (1$4$%! for ''5** thic-
fo+ndation incl+ding c+ring co*paction and for* wor- etc
co*plete, PCC 015 for enching and channel portion, RCC 0'
for '** thic- cover sla incl+ding reinforce*ent, PCC 0' for
fi9ing the *anhole fra*e and cover +sing stone aggregate '**no*inal si8e, '** thic- inside and o+tside plaster in C. 0. 1$),
inside plaster finished with floating coat of neat ce*ent, vata in
C01$1 aro+nd pipe entering and leaving the *anhole and also at
the j+nction of *asonry and concrete sla, providing and fi9ing of
#=RC foot steps of approved *a-e at every .)* height fi9ed in
C0 1$), s+pplying and fi9ing heavy d+ty #=RC *anhole fra*e and
cover as per "# 1'53' (Part " and ""! having clear opening of
SUBHEAD 15.0 SEWER WORK BSR January 200873
8/12/2019 Sewer Schedule of rates
15/23
R U S D I P
CodeNo
Description Unit RateRs.
5**, incl+ding refilling of >hiri, incl+ding c+ring, watering,
ra**ing, hydro testing of *anhole, conveyance & cost of water,
and dewatering co*plete as directed y the ngineer. Note?nly9cavation wor- will e *eas+red and paid separatel
15.''.1 0anhole :;ype: of depth 3.1* each
*anhole 1,)35.
15.''.' Providing and constr+cting e9tra depth of *anhole
:;ype/: for depth eyond 3.1 * and +pto 14. * with
RR stone *asonary incl+ding '** plaster inside and
o+tside as per drawing and direction of ngineer. *etre 1),41.
15.') Providing and constr+cting of RCC 0' grade castinsit+ circ+lar
*anholes of :;ype: with internal dia 1.4* and depth +pto
).5* having 15 ** thic- RCC 0' wall, incl+ding )5 **
thic- RCC 0' grade ase sla (fo+ndation!, PCC 015 for
enching and channel portion, RCC 0' for '** thic- cover
sla, PCC 0' '5** thic- for fi9ing the *anhole fra*e and
cover, vata in C01$1 aro+nd pipe entering and leaving the
*anhole, providing and fi9ing of #=RC foot steps of approved
*a-e at every .)* height, s+pplying and fi9ing heavy d+ty
#=RC *anhole fra*e and cover as per "# 1'53' (Part " and ""!
having clear opening of 5**, incl+ding for* wor-,
reinforce*ent, c+ring, watering, hydro testing of *anhole,
conveyance & cost of water, dewatering etc. co*plete as directed
y the ngineer. Note?nly 9cavation wor- will e *eas+red and
paid separately.15.').1 0anhole of depth 1.%* as per drawing and direction of
ngineer.
each
*anhole '4,%33.
15.').' Providing and constr+cting e9tra depth of *anhole for
depth eyond 1.% * and +pto ).5 with 15** thic-
RCC 0' wall as per drawing and direction of
ngineer. *etre ,'').
15.'4 Providing and constr+cting of RCC 0' grade castinsit+ circ+lar
*anholes of :;ype: with internal dia 1.5* and depth +pto
).5* having 15 ** thic- RCC 0' wall, incl+ding )5 **
thic- RCC 0' grade ase sla (fo+ndation!, PCC 015 for
enching and channel portion, RCC 0' for '** thic- cover
sla, PCC 0' '5** thic- for fi9ing the *anhole fra*e and
cover, vata in C01$1 aro+nd pipe entering and leaving the
*anhole, providing and fi9ing of #=RC foot steps of approved
*a-e at every .)* height, s+pplying and fi9ing heavy d+ty
#=RC *anhole fra*e and cover as per "# 1'53' (Part " and ""!
having clear opening of 5**, incl+ding for* wor-,
reinforce*ent, c+ring, watering, hydro testing of *anhole,
SUBHEAD 15.0 SEWER WORK BSR January 200874
8/12/2019 Sewer Schedule of rates
16/23
R U S D I P
CodeNo
Description Unit RateRs.
conveyance & cost of water, dewatering etc. co*plete as directed
y the ngineer. Note?nly 9cavation wor- will e *eas+red and
paid separately.
15.'4.1 0anhole of depth 1.%* as per drawing and direction of
ngineer.
each
*anhole ',11.
15.'4.' Providing and constr+cting e9tra depth of *anhole for
depth eyond 1.% * and +pto ).5 with 15** thic-
RCC 0' wall as per drawing and direction of
ngineer. *etre ,523.
15.'5 Providing and constr+cting of RCC 0' grade castinsit+ circ+lar
*anholes of :;ype: with internal dia 1.55* and depth +pto
).5* having 15 ** thic- RCC 0' wall, incl+ding )5 **
thic- RCC 0' grade ase sla (fo+ndation!, PCC 015 for
enching and channel portion, RCC 0' for '** thic- cover
sla, PCC 0' '5** thic- for fi9ing the *anhole fra*e and
cover, vata in C01$1 aro+nd pipe entering and leaving the
*anhole, providing and fi9ing of #=RC foot steps of approved
*a-e at every .)* height, s+pplying and fi9ing heavy d+ty
#=RC *anhole fra*e and cover as per "# 1'53' (Part " and ""!
having clear opening of 5**, incl+ding for* wor-,
reinforce*ent, c+ring, watering, hydro testing of *anhole,
conveyance & cost of water, dewatering etc. co*plete as directed
y the ngineer. Note?nly 9cavation wor- will e *eas+red and
paid separately.
15.'5.1 0anhole of depth 1.%* as per drawing and direction ofngineer.
each*anhole '2,'2'.
15.'5.' Providing and constr+cting e9tra depth of *anhole for
depth eyond 1.% * and +pto ).5 with 15** thic-
RCC 0' wall as per drawing and direction of
ngineer. *etre ,2).
15.' Providing and constr+cting of RCC 0' grade castinsit+ circ+lar
*anholes of :;ype: with internal dia 1.25* and depth +pto
).5* having 15 ** thic- RCC 0' wall, incl+ding )5 **
thic- RCC 0' grade ase sla (fo+ndation!, PCC 015 for
enching and channel portion, RCC 0' for '** thic- cover
sla, PCC 0' '5** thic- for fi9ing the *anhole fra*e and
cover, vata in C01$1 aro+nd pipe entering and leaving the
*anhole, providing and fi9ing of #=RC foot steps of approved
*a-e at every .)* height, s+pplying and fi9ing heavy d+ty
#=RC *anhole fra*e and cover as per "# 1'53' (Part " and ""!
having clear opening of 5**, incl+ding for* wor-,
reinforce*ent, c+ring, watering, hydro testing of *anhole,
conveyance & cost of water, dewatering etc. co*plete as directed
SUBHEAD 15.0 SEWER WORK BSR January 200875
8/12/2019 Sewer Schedule of rates
17/23
R U S D I P
CodeNo
Description Unit RateRs.
y the ngineer. Note?nly 9cavation wor- will e *eas+red and
paid separately.
15.'.1 0anhole of depth 1.%* as per drawing and direction of
ngineer.
each
*anhole )1,31.
15.'.' Providing and constr+cting e9tra depth of *anhole for
depth eyond 1.% * and +pto ).5 with 15** thic-
RCC 0' wall as per drawing and direction of
ngineer. *etre 2,5)2.
15.'2 Providing and constr+cting of RCC 0' grade castinsit+ circ+lar
*anholes of :;ype: with internal dia '.* and depth +pto
).5* having 15 ** thic- RCC 0' wall, incl+ding )5 **
thic- RCC 0' grade ase sla (fo+ndation!, PCC 015 for
enching and channel portion, RCC 0' for '** thic- cover
sla, PCC 0' '5** thic- for fi9ing the *anhole fra*e and
cover, vata in C01$1 aro+nd pipe entering and leaving the
*anhole, providing and fi9ing of #=RC foot steps of approved
*a-e at every .)* height, s+pplying and fi9ing heavy d+ty
#=RC *anhole fra*e and cover as per "# 1'53' (Part " and ""!
having clear opening of 5**, incl+ding for* wor-,
reinforce*ent, c+ring, watering, hydro testing of *anhole,
conveyance & cost of water, dewatering etc. co*plete as directed
y the ngineer. Note?nly 9cavation wor- will e *eas+red and
paid separately.
15.'2.1 0anhole of depth 1.%* as per drawing and direction of
ngineer.
each
*anhole )4,'35.
15.'2.' Providing and constr+cting e9tra depth of *anhole for
depth eyond 1.% * and +pto ).5 with 15** thic-
RCC 0' wall as per drawing and direction of
ngineer. *etre %,42.
15.'% Providing and constr+cting of RCC 0' grade castinsit+ circ+lar
*anholes of :;ype: with internal dia '.'* and depth +pto
).5* having 15 ** thic- RCC 0' wall, incl+ding )5 **
thic- RCC 0' grade ase sla (fo+ndation!, PCC 015 for
enching and channel portion, RCC 0' for '** thic- cover
sla, PCC 0' '5** thic- for fi9ing the *anhole fra*e and
cover, vata in C01$1 aro+nd pipe entering and leaving the
*anhole, providing and fi9ing of #=RC foot steps of approved
*a-e at every .)* height, s+pplying and fi9ing heavy d+ty
#=RC *anhole fra*e and cover as per "# 1'53' (Part " and ""!
having clear opening of 5**, incl+ding for* wor-,
reinforce*ent, c+ring, watering, hydro testing of *anhole,
conveyance & cost of water, dewatering etc. co*plete as directed
y the ngineer. Note?nly 9cavation wor- will e *eas+red and
SUBHEAD 15.0 SEWER WORK BSR January 200876
8/12/2019 Sewer Schedule of rates
18/23
R U S D I P
CodeNo
Description Unit RateRs.
paid separately.
15.'%.1 0anhole of depth 1.%* as per drawing and direction of
ngineer.
each
*anhole 4,%3.
15.'%.' Providing and constr+cting e9tra depth of *anhole for
depth eyond 1.% * and +pto ).5 with 15** thic-
RCC 0' wall as per drawing and direction of
ngineer. *etre 3,')5.
15.'3 Providing and constr+cting of RCC 0' grade castinsit+ circ+lar
*anholes of :;ype=: with internal dia 1.4* and depth +pto %.*
('. in conical shape! having 15 ** thic- RCC 0' wall,
incl+ding )5 ** thic- RCC 0' grade ase sla (fo+ndation!,
PCC 015 for enching and channel portion, PCC 0' '5**
thic- for fi9ing the *anhole fra*e and cover, vata in C01$1 aro+nd
pipe entering and leaving the *anhole, providing and fi9ing of
#=RC foot steps of approved *a-e at every .)* height,
s+pplying and fi9ing heavy d+ty #=RC *anhole fra*e and cover
as per "# 1'53' (Part " and ""! having clear opening of 5**,
incl+ding for* wor-, reinforce*ent, c+ring, watering, hydro testing
of *anhole, conveyance & cost of water, dewatering etc. co*plete
as directed y the ngineer. Note?nly 9cavation wor- will e
*eas+red and paid separately.
15.'3.1 0anhole of depth ).* as per drawing and direction of
ngineer.
each
*anhole '%,%%1.
15.'3.' Providing and constr+cting e9tra depth of *anhole fordepth eyond ). * and +pto %. with 15** thic-
RCC 0' wall as per drawing and direction of
ngineer. *etre ,%1.
15.) Providing and constr+cting of RCC 0' grade castinsit+ circ+lar
*anholes of :;ype=: with internal dia 1.5* and depth +pto %.*
('. in conical shape! having 15 ** thic- RCC 0' wall,
incl+ding )5 ** thic- RCC 0' grade ase sla (fo+ndation!,
PCC 015 for enching and channel portion, PCC 0' '5**
thic- for fi9ing the *anhole fra*e and cover, vata in C01$1 aro+nd
pipe entering and leaving the *anhole, providing and fi9ing of
#=RC foot steps of approved *a-e at every .)* height,
s+pplying and fi9ing heavy d+ty #=RC *anhole fra*e and cover
as per "# 1'53' (Part " and ""! having clear opening of 5**,
incl+ding for* wor-, reinforce*ent, c+ring, watering, hydro testing
of *anhole, conveyance & cost of water, dewatering etc. co*plete
as directed y the ngineer. Note?nly 9cavation wor- will e
*eas+red and paid separately.
15.).1 0anhole of depth ).* as per drawing and direction of each ),%22.
SUBHEAD 15.0 SEWER WORK BSR January 200877
8/12/2019 Sewer Schedule of rates
19/23
R U S D I P
CodeNo
Description Unit RateRs.
ngineer. *anhole
15.).' Providing and constr+cting e9tra depth of *anhole for
depth eyond ). * and +pto %. with 15** thic-
RCC 0' wall as per drawing and direction of
ngineer. *etre 2,124.
15.)1 Providing and constr+cting of RCC 0' grade castinsit+ circ+lar
*anholes of :;ype=: with internal dia 1.55* and depth +pto %.*
('. in conical shape! having 15 ** thic- RCC 0' wall,
incl+ding )5 ** thic- RCC 0' grade ase sla (fo+ndation!,
PCC 015 for enching and channel portion, PCC 0' '5**
thic- for fi9ing the *anhole fra*e and cover, vata in C01$1 aro+nd
pipe entering and leaving the *anhole, providing and fi9ing of
#=RC foot steps of approved *a-e at every .)* height,
s+pplying and fi9ing heavy d+ty #=RC *anhole fra*e and coveras per "# 1'53' (Part " and ""! having clear opening of 5**,
incl+ding for* wor-, reinforce*ent, c+ring, watering, hydro testing
of *anhole, conveyance & cost of water, dewatering etc. co*plete
as directed y the ngineer. Note?nly 9cavation wor- will e
*eas+red and paid separately.
15.)1.1 0anhole of depth ).* as per drawing and direction of
ngineer.
each
*anhole )1,)55.
15.)1.' Providing and constr+cting e9tra depth of *anhole for
depth eyond ). * and +pto %. with 15** thic-
RCC 0' wall as per drawing and direction of
ngineer. *etre 2,42%.
15.)' Providing and constr+cting of RCC 0' grade castinsit+ circ+lar
*anholes of :;ype=: with internal dia 1.25* and depth +pto %.*
('. in conical shape! having 15 ** thic- RCC 0' wall,
incl+ding )5 ** thic- RCC 0' grade ase sla (fo+ndation!,
PCC 015 for enching and channel portion, PCC 0' '5**
thic- for fi9ing the *anhole fra*e and cover, vata in C01$1 aro+nd
pipe entering and leaving the *anhole, providing and fi9ing of
#=RC foot steps of approved *a-e at every .)* height,
s+pplying and fi9ing heavy d+ty #=RC *anhole fra*e and cover
as per "# 1'53' (Part " and ""! having clear opening of 5**,
incl+ding for* wor-, reinforce*ent, c+ring, watering, hydro testingof *anhole, conveyance & cost of water, dewatering etc. co*plete
as directed y the ngineer. Note?nly 9cavation wor- will e
*eas+red and paid separately.
15.)'.1 0anhole of depth ).* as per drawing and direction of
ngineer.
each
*anhole )4,3%.
15.)'.' Providing and constr+cting e9tra depth of *anhole for
depth eyond ). * and +pto %. with 15** thic-
*etre %,'44.
SUBHEAD 15.0 SEWER WORK BSR January 200878
8/12/2019 Sewer Schedule of rates
20/23
R U S D I P
CodeNo
Description Unit RateRs.
RCC 0' wall as per drawing and direction of
ngineer.
15.)) Providing and constr+cting of RCC 0' grade castinsit+ circ+lar
*anholes of :;ype=: with internal dia '.* and depth +pto 1'.*
('. in conical shape! having 15 ** thic- RCC 0' wall,
incl+ding )5 ** thic- RCC 0' grade ase sla (fo+ndation!,
PCC 015 for enching and channel portion, PCC 0' '5**
thic- for fi9ing the *anhole fra*e and cover, vata in C01$1 aro+nd
pipe entering and leaving the *anhole, providing and fi9ing of
#=RC foot steps of approved *a-e at every .)* height,
s+pplying and fi9ing heavy d+ty #=RC *anhole fra*e and cover
as per "# 1'53' (Part " and ""! having clear opening of 5**,
incl+ding for* wor-, reinforce*ent, c+ring, watering, hydro testing
of *anhole, conveyance & cost of water, dewatering etc. co*plete
as directed y the ngineer. Note?nly 9cavation wor- will e
*eas+red and paid separately.
15.)).1 0anhole of depth ).* as per drawing and direction of
ngineer.
each
*anhole )3,15.
15.)).' Providing and constr+cting e9tra depth of *anhole for
depth eyond ). * and +pto %. with 15** thic-
RCC 0' wall as per drawing and direction of
ngineer. *etre 3,514.
15.)).) Providing and constr+cting e9tra depth of *anhole for
depth eyond %. * and +pto 1'. with 15** thic-
RCC 0' wall as per drawing and direction ofngineer. *etre 1,%55.
15.)4 Providing and constr+cting of RCC 0' grade castinsit+ circ+lar
*anholes of :;ype=: with internal dia '.'* and depth +pto 1'.*
('. in conical shape! having 15 ** thic- RCC 0' wall,
incl+ding )5 ** thic- RCC 0' grade ase sla (fo+ndation!,
PCC 015 for enching and channel portion, PCC 0' '5**
thic- for fi9ing the *anhole fra*e and cover, vata in C01$1 aro+nd
pipe entering and leaving the *anhole, providing and fi9ing of
#=RC foot steps of approved *a-e at every .)* height,
s+pplying and fi9ing heavy d+ty #=RC *anhole fra*e and cover
as per "# 1'53' (Part " and ""! having clear opening of 5**,incl+ding for* wor-, reinforce*ent, c+ring, watering, hydro testing
of *anhole, conveyance & cost of water, dewatering etc. co*plete
as directed y the ngineer. Note?nly 9cavation wor- will e
*eas+red and paid separately.
15.)4.1 0anhole of depth ).* as per drawing and direction of
ngineer.
each
*anhole 41,4%%.
SUBHEAD 15.0 SEWER WORK BSR January 200879
8/12/2019 Sewer Schedule of rates
21/23
R U S D I P
CodeNo
Description Unit RateRs.
15.)4.' Providing and constr+cting e9tra depth of *anhole for
depth eyond ). * and +pto %. with 15** thic-
RCC 0' wall as per drawing and direction ofngineer. *etre 1,)'.
15.)4.) Providing and constr+cting e9tra depth of *anhole for
depth eyond %. * and +pto 1'. with 15** thic-
RCC 0' wall as per drawing and direction of
ngineer. *etre 11,%21.
15.)5 Constr+ction of road side inspection cha*er of :;ype
8/12/2019 Sewer Schedule of rates
22/23
R U S D I P
CodeNo
Description Unit RateRs.
ce*ent sand *ortar 1$4 plastered with ce*ent sand *ortar 1$),
with stiff ce*ent *ortar 1$1 aro+nd +P@C pipe in *asonary wall,
*a-ing reB+ired channels co*plete as per standard design andspecifications and or as directed y ngineer $
15.)%.1 11** dia each ',))3.
15.)%.' 1** dia each ),'2'.
15.)3
8/12/2019 Sewer Schedule of rates
23/23
R U S D I P
CodeNo
Description Unit RateRs.
co*plete in all respect as directed y the ngineer.
15.4).1 D/' each 1,%1%.
15.4).' D/)5 each ',1'.
15.44 #+pplying & fi9ing 5** dia #=RC *anhole cover in e9isting
*anholes fra*e co*plete in all respect as directed y the
ngineer.
15.44.1 D/' each 1,))1.
15.44.' D/)5 each 1,52).
15.45 *pting of septic tan- soa-age well etc, disposing of sl+dge within
a lead of 5-* and ta-ing o+t sewage incl+ding refilling with local
earth, ra**ing and co*paction in layers, cleaning of site. each 1,52%.
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