Sewer Schedule of rates

8/12/2019 Sewer Schedule of rates

1/23

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


etc., co*plete as directed y ngineer.

15.'.1 15 ** internal dia*eter *etre '.

SUBHEAD 15.0 SEWER WORK BSR January 200860


2/23

R U S D I P

CodeNo


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


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%.



3/23

R U S D I P

CodeNo


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



4/23

R U S D I P

CodeNo


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.



5/23

R U S D I P

CodeNo


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.



6/23

R U S D I P

CodeNo


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


7/23

R U S D I P

CodeNo


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


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,




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-



8/23

R U S D I P

CodeNo


*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.


:;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,





fi9ing the *anhole fra*e and cover +sing stone aggregate '**

no*inal si8e, '** thic- inside and o+tside plaster in C. 0. 1$),


C01$1 aro+nd pipe entering and leaving the *anhole and also atthe j+nction of *asonry and concrete sla, providing and fi9ing of









9/23

R U S D I P

CodeNo



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


10/23

R U S D I P

CodeNo




#=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







*anhole 1,54.


:;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


*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,



paid separately.

15.15.1 0anhole :;ypeC: of depth '. * each

*anhole '%,').



per drawing and direction of ngineer. *etre 11,4'.


*anholes of :;ype/: with internal dia 1.5* and depth +pto 3.*



11/23

R U S D I P

CodeNo


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, '**



entering and leaving the *anhole and also at the j+nction of

*asonry and concrete sla, providing and fi9ing of #=RC foot



as per "# 1'53' (Part " and ""! having clear opening of 5**,incl+ding refilling of >hiri, incl+ding c+ring, watering, ra**ing,




15.1.1 0anhole :;ype/: of depth 5.1* each

*anhole 5,)4.


:;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'.


*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




12/23

R U S D I P

CodeNo



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.


:;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


13/23

R U S D I P

CodeNo




entering and leaving the *anhole and also at the j+nction of*asonry and concrete sla, providing and fi9ing of #=RC foot




incl+ding refilling of >hiri, incl+ding c+ring, watering, ra**ing,



9cavation wor- will e *eas+red and paid separately


*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


having clear opening of 5**, incl+ding refilling of >hiri, incl+ding



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


per drawing and direction of ngineer. *etre 2,4'3.



14/23

R U S D I P

CodeNo


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


*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,



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



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,





fi9ing the *anhole fra*e and cover +sing stone aggregate '**no*inal si8e, '** thic- inside and o+tside plaster in C. 0. 1$),









15/23

R U S D I P

CodeNo




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



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


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


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


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














16/23

R U S D I P

CodeNo




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



ngineer. *etre ,523.















paid separately.

15.'5.1 0anhole of depth 1.%* as per drawing and direction ofngineer.

each*anhole '2,'2'.




ngineer. *etre ,2).

15.' Providing and constr+cting of RCC 0' grade castinsit+ circ+lar















17/23

R U S D I P

CodeNo



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



ngineer. *etre 2,5)2.


*anholes of :;ype: with internal dia '.* and depth +pto













paid separately.

15.'2.1 0anhole of depth 1.%* as per drawing and direction of

ngineer.

each

*anhole )4,'35.




ngineer. *etre %,42.

15.'% Providing and constr+cting of RCC 0' grade castinsit+ circ+lar

*anholes of :;ype: with internal dia '.'* and depth +pto















18/23

R U S D I P

CodeNo


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



ngineer. *etre 3,')5.


*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,



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-


ngineer. *etre ,%1.

15.) Providing and constr+cting of RCC 0' grade castinsit+ circ+lar














15.).1 0anhole of depth ).* as per drawing and direction of each ),%22.



19/23

R U S D I P

CodeNo


ngineer. *anhole

15.).' Providing and constr+cting e9tra depth of *anhole for

depth eyond ). * and +pto %. with 15** thic-


ngineer. *etre 2,124.

15.)1 Providing and constr+cting of RCC 0' grade castinsit+ circ+lar








s+pplying and fi9ing heavy d+ty #=RC *anhole fra*e and coveras per "# 1'53' (Part " and ""! having clear opening of 5**,





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



ngineer. *etre 2,42%.

15.)' Providing and constr+cting of RCC 0' grade castinsit+ circ+lar










incl+ding for* wor-, reinforce*ent, c+ring, watering, hydro testingof *anhole, conveyance & cost of water, dewatering etc. co*plete



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


*etre %,'44.



20/23

R U S D I P

CodeNo



ngineer.

15.)) Providing and constr+cting of RCC 0' grade castinsit+ circ+lar

*anholes of :;ype=: with internal dia '.* and depth +pto 1'.*













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



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'.*








as per "# 1'53' (Part " and ""! having clear opening of 5**,incl+ding for* wor-, reinforce*ent, c+ring, watering, hydro testing




15.)4.1 0anhole of depth ).* as per drawing and direction of

ngineer.

each

*anhole 41,4%%.



21/23

R U S D I P

CodeNo


15.)4.' Providing and constr+cting e9tra depth of *anhole for


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-


ngineer. *etre 11,%21.

15.)5 Constr+ction of road side inspection cha*er of :;ype


22/23

R U S D I P

CodeNo


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


23/23

R U S D I P

CodeNo


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%.

Sewer Schedule of rates

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Transcript of Sewer Schedule of rates