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Rate Analysis)
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(arnataka Integrated Urban Water Management Investment program
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Rate analysis for pumping mainRA No Description Unit Rate {Rs.} SR Ref,
1
:arthwork excavation for pipeline trenches ( except building works) includingjepositing on bank with all lead including shoring, strutting, barricading, dangerighting and using sight rails and boning rods at every 100 metres, wherevellecessary as directed in the following strata.
KUWS & DB SR2015-
16 P No.s, ltem No.
tl
i)do - In all soils mixed with boulders up to 3ocms.size and exlusive of Oisintegratedock.
(a) I to 2 Mtr depth Cum 175.0(A.W 10ol 17.5(
Add 50% for slushv are; 87.5tTotal Ratc Cum 280,0(
{b} 2 to 4 Mtr depth Cum 232.0(A.W 102 z5, zl
Add 50% for slushv area 116.0(Total Rat( Cum 37r.2t
ii)do - ln disintegrated rock, soft rock, soft shale, medium hard rock comprising o{Lime stone, sand stone, hard shale, schiest, fissured rock without resorting otrlasting.
KUWS & D8 5R 2015.
16 P No.5, ltem No. ii
(a) ) to 2 Mtr depth Cum 395.0(A.W 107 39.5(
Add 50% for slushv are: 197.5(Total Rat( Cum 632.0(
tb | !o 4 Mtr depth Cum 442.0(A.W 109 44.2(
Add 50% for slushv are: 22r.0(Total Rat( Cum 707.2(
iii)do - In hard laterite rock or hard laterite rock containing iron ore upto 20% b):histelling and trimming to proper slope.
KUWS & DB SR 2015-
16 P No.7, ltem No.
iii)) to 2 Mtr depth Cum 602 nl
A.W 107 60.2(Total Rat( Cum 662.21 \-.'
b) 2 to 4 Mtr depth Cum 72L.01A.W 10? 72.1(
Total Rat( Cum 793.1( \-/a
iv)do - In hard laterite rock containing iron ore above 20% by chistelling and trimmi;ito proper slope.
KUWS & DB SR 2015.
16 P No.7, ltem No.iv)
{a) I to 2 Mtr depth Cum L27V,0(A.W 10% 127.7(
Total Rate Cum 1404,7( v/'{b} llo 4 Mtr depth Cum 1340.0(
A.W 10"l 134.0(Total Rate Cum 1474,9( V/
vlo-in hard rock by controlled blasting KUWs & DB SR 2015.
16 P No.9, ltem No.
vil(a) 0 to 2 Mtr depth Cum 884.0(
tor control blasting 378,0( Note: o. .dn^I-tel osub total r262,0CA.W 107 726.2C
Total Rat( Cum 1388.2C l,/b) 2 to 4 Mtr depth Cum 1020.0c
or control blasting 378.0( Note:sub total 1398.0(A.W 10% i 39.8C
Total Rat€ Cum 1537.8( L/
Detailed Design Report for replacement of Old sewerage punrping main for Mangalore City
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Karnataka Integrated Urban Water Management Investment program
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excavation for pipeline trernch€s ,trench width as per drawing andspecification, including setting out , construction ol
utting,baricadding, danger lighting, bracing, using sight rails and boning rods at100 meters wherever necessary as directed , removal of stumps and other
matter, dressing of the sides and levelling the bottom of trench torequired utilizing the available excavated earth locally for the work e
KUWS &"DB SR 2015.
16 P No.11, ltem No.?l
Road surface for pipelin€ trenches and disposing off the excavated stuffincluding barricading, danger lighting etc., in the following classifi
all lead and lift, lncluding environmental and social safe guards, including a
KUWS & DB SR 2015-
16 P No.17, ltem No.
s)
Providing course sand bedding for pipeline trenches including waterinB andsolidation by punners etc., complete with all lead and lift (tn blck cotton soil)and
KUWS & DB SR 2015-
16 P No.17, item No.
Murum/Gravel bedding for pipeline trenches including wateringby puuers etc., complete with all lead and lift (tn blck cotton
KUWS & DB SR 2015:
16 P N0.17, ltem No.
off the excess excavted Earth of all types upto a distance mentiby vehicles including loading , unloading with all litts, labour, HOM of
BWSSB SR 2014.15 P
No.10, ltem No. 7
Km beyond 5 km Rs 8/ cum= ( 10 km *
Providing course sandFilling for pipeline trenches including waterinB andby punners etc., complete with all lead and lift {ln blck cotton soil)and
KUWS & DB SR 2015-
16 P No.17, ltem No.
*rF**€"sn Report for replacement of old sewerage pumping main for t\4angalore city 2of9
piling: Providing and installing sheet piling for both sides of the trench foring depths with mild steel sheets not less than 6.5 mm thick, strongerrecessed spreader sockets, 3" single or double wall shields, to be designed
contractor to withstand all types of soils, maximum depths of as per thedesign drawing, including labour charges for installing and removing the
piling at various reaches of sewer line construction, including loading ,transporting to the suitable location etc. complete with all lead and lifts
BWssB sR 2014-$ p
No.98, ltem N0.93
Providing erecting and removing casurnapole three tier Barricading using poles ol7.50 to 10 cms dia height above ground fixed verticaily at intervars of 2.0 to 2.5 mtrs.
and horizontally at 0.50 mtrs, above ground level, including fixing poles in thefor a minimum depth of 0.30 mtr and tied with coir rope firmlv
and conveyance of all materials, labour, lead and lift charges etc, complete
BWSSB SR 2014-15 P
No.98, ltem No.94
the level and strip of survey of alignment of main sewers ofincluding all data required for generating GIS map of sewer ne
ation and submission of plan & LS with Ground level at 30 m intervalpoints along the centre line of the alignment etc., showing the right of way
permanent features, culverts, branch sewer pipe bench mark comptere as perand as dlrected by the Engineer incharge with all lead and lifts
BW55B SR 2014.15 P
No.98, ltem No.95
lroh pipes and Specials: Supplying of Ductile tron pipei andto 15 8329: 2000 /ts 9523 : 2000 withlatest amendments and
to worksite ,rolling and lowering into trenches ,laying true to line ,leveland perfng at joints,testing and commissioning ,including loading and unloading at
ations and cuts of pipes wherever necessary includingjointing of Dr prpesials like bends , tees , with rubber gaskets including cleaning the socket
spigot ends with soap solut;on and applying soft soap to the spigot and socketinsertion of rubber gaskets, Jacking and fixing in perfect conditions includi
of soap solution , soft soap, waste ete and giving necessary hydraulic test topressure as per tSS with all lead and lift including cost of jointing
and as directed by the Engineer Incharge. The pumping mains to be connectedthe wet well pumps common header. The pipes and specials shall be inside li
th sRC cement mortar and external coating of Epoxy ( Blue) paint.
U00 mm dia Dl -K9 class pipe ( From wet well No-3 Kudroli to K
of Pipe (AP SR June 2015 tteam no 22. page no 64 21,114.00Transportation and stackjng { (Ap SR june.2016 tteam no 22.4 pale no 64 } forKm s to stack yard +j5 kms for Stack Vard to Site @5.61
ED @ 12.5% on basic
of specials at 5% of Pipe costLabour charggs for fixing (Labour from Mt SOR
900 mm dia Dt -K9 class pipe ( wet well No-4 Kandthpalli to wet w;t no_3 at Kudr
Costof Pipe (APSRlune 2016 tteam no 22. paee no G4Transportation and stacking ( (Ap SR June 2O1G tteam no 22. 4 pale no 64 ) for
Add ED @ 12.5%
Labour charges tar fixing (Labour from Ml SOR
Total Cost of Pipe and
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Detailed Delign Report for replacement of Old sewerage pumping main for Mangalore City
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Karnataka Integrated Urban Water Management Inv€stment program
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RA No Description Unit Rate (Rs.)
Il |00 mm dia Dl -K9 class Pipe ( From wet well 5, pandeshwara to wet well No-4:andathpalli:ostof Pipe (APSR June 2016!!eam no22. page no64 ) Rmt 13,753.00-ransportation
and stacking ( (Ap SR June 2016 tt€am no 22.4 page no 6a ) for +bi(ms @5.61/Km/M
Rmt 2,244,00
\dd ED @ 125% on basic cost RM 7,720.38\dd sales tax @ 57o Rm 688.1s.uJr ur rysLrdrs g( Jn 9t rtpe cosl Rm 688.1s
Rm 813.00Rm 1,376.30Rm 7r,292.98
lv rJv,.tril qrc ur -^, rrc5s rrpe ( From wel weil No_b Mulihittalu to Ridge MH NearCasiya Church and fro wet well no-7 Jeppu Bappal to Ridge MH near old wet well-g)
LOSI Ot Pipe
Labour chargesRmt 6,797.00
294.00
29.40Rmt 339.8sRmt 7,460.25
L2 ur JrurLs vdrve; )uppry, oelvery to workstte, loading,unloading, stacking andfixing of Resilient seated soft sealing sruice valves with body, bonnet of ductile ironof grade GGG40, wedge fully rubber lined with EPDM and seals of NBR and thevalves should be of vaccum tight and 100% reak prooof with face dimensions as Der15: 14846-2000. The stem sealing should be with toroidal sealing rings ( minimum 2'O' rings ) . All the valves should be with Electrostatic epoxy powder coating bothinside and outside with pocket ress body passage. The varve shail be suppried withExtention spindle . The varves shail be suppried with suitabre size s.s, borts and nutsof required numbers etc., complete with all lead and lifts and as directed bv theEngineer incharge
I 100 mm dia -PN-1.6 ( wet well 6 arlC 7 pM sewerage Air viiw)
-abour charges for jointing and fixing vqlveeach 15.985.0C
157.00
t50 mm dia -Pn-1.6 (wet *ell -4,
15.70
tleacn 16.158.70
each 26,079.00
208.00
20.80
ill 100 mm dia -PN-1.6 (each 26,307.80
each 47,407.00
278.00
Total cost27.80
each 4t,7L2,80
I5 . Juypt y, uerrvgr y ru wu, K5r{e , toaotng ,untoSotng , stacking and ,ixingof Resilient seated soft sealing sluice valves with body, bonnet of ductile iron olgrade GGG40, wedge fully rubber rined with EPDM and sears of NBR and the varvesshould be of vaccum tight and 100% leak prooof with face dimensions as per tS:14845-2000. The stem sealing should be with toroidal sealing rings ( minimum 2 ,O,
rings ) . All the valves should be with Electrostatic epoxy powder coating both insideand outside with pocket less body passage. The valve shall be supptied withExtention spindle . The varves shail be suppried with suitabre size s.s borts and nutsof required numbers etc.,. T"he cost ofvalve includes scour tee, scour discharge pipeand 180 degree scour bend and required pipe sfecials complete with all lead andlifts and as directed by the Engineer incharge
lay 3tt
flow controlsystems ( KBt
make)
rvt 3tq
AVK make
lryt Srz-
IVCeach 305,233.00 540,35 1.00 658,957.00
\dd sales tax @ 14%)ackinP- forwar.lino lncrrrrner
38,154.1 57,543.88 82,369.6342,732.62 75.649.14 92,253.98
lost of Specials like scour Tee, Bend and Otsmffi:ost
9.1s6.99 16,210.53 79,768.7130,523.30 54.035.10 o),6y), /u
,"v !v.,L,o!(vr ) pruIL (w jU-lo OIt I)AStr I30,523.30 s4,035.10 65,895.70
Iotal Amount lRs)30,523.30 s4,035.10 65,895.70
485,846.64 861,859.85 1,051,036.42
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oH',##r" Report for replacement of old sewerage pumping main for Mandalore City
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Karnataka Integrated Urban Water Management Inv€stment pfogram
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& DB 2015-15 item No 11 paAe no -7
of Specials like scour Tee. Bend and Dismantling Joint and pipe @10% of
UWS & DB 2015-16 item No 11 oape no -7
Cost of Specials like scour Tee, Bend and Dismantling Joint and pipe @10% of Valve
butterfly valve: Supply , erection, testinB and commissioning of resilientdouble flanged double eccentricalley disc butterfly valve in accordance with
335/15 13095 , with renewable soft seal on the disc and bodv seat face ofoverlay micro finished with powder or liquid epoxy coating with
thickness of 250 microns applied on both body and disc inside and outside. Faceface dimensions as per EN 558-1 basic series 14 ( DtN 3203 F4) or AWWA C 504 :
or BS 5155 or lS 13095. The valves shall be supplied along with required numbetmake SS bolt nut and washers . The flange drilling standard is 15 1538 .
the drilling of holes in the valve shall match with the pipe flange, The valve are to be suitable for buried operation with the gear box sealed
llbricated for life time operatiion including all material charges, labouretc., complete as per direction of Engineer in charge.
& DB 2015-16 item No 13 pase no -83)
KUWS & DB 2015-15
Sewage Air Valve : Supply,erection,testing and commissioning o
and new combination Sewage Air Valve of ARI /AVK /Equivalent make
an Air and vacuume large orifice and an automatic small orifice in a
body. The valve shall be specialy designed to operate with sewage carryinB
particle.The valve design shall be such,so as to prevent any contact betweenrsewage
the sealing mechanism by creating an air gap at the top of the valve. This air gap
be guaranteed even under extreme condition. The Air Valve shall have suita
in order to have high resistance against chemical corrosion and
and tear. The Orifice plug disc linkage assembly shall be external keeping the
s and pins outside the alr valve body and its corrosive atmosphere.
of construction of Cover shall be of Ductile lron, all inner parts of SS.
fastners of SS 316. The Air valve shall have flanged end suitable to connect with
lsolating Cl Sluice valve, fastners and jointing materials with all lead and liftsincluding cost of all rnaterils, labour and painting complete as per approved
drawing, specification and as directed bv the
lert Sro
ARI make
Fdy 3n7f ou.rt- 3oG
AM FIOW
mm dia -PN-1.6
Add sales tax @ 14.5% 46,921.133% on basic rate
Contractor's profit @ 10% on basic rate
overhead charees (a 10% on basic r
150 mm dia -Pn-1,6
Add sales lax @ 14.5%
lnsurance and treight. charges @ 3% on basic rateAdd Contractor's Drofit @ 10% on basic rate
overhead charges @ t0% on basic rate
a,i$Detailed Design Repori for replacement of Old sewerage pumping main {or Mangalore City Bir{e., *.
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Karnataka Integrated Urban Water Management Investmeht program
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gnetic Bulk flow meters: providing anO nrlng-Br;;-;il ,GiIElectromagnetic Bulk sewerage flow meters including Supply & laying
cable, Erection, testing, trail run and commissioning of flow mete, jnlinemain , supply and fixing of fittings like reducer / expanders, air
gauge, SS pipes , SS fastners with n€cessary earthing etc.,n of signal convertor and commissioning the flow meter in a
manner including cutting of oipelines and Welding the flanges as per specificatidesign, drawings and directions of Engineer in charge rry%
117.680.00
Add Contractor's profit @ tOX on basic r
115,579.75
27.739.14
427,740.00
Contractor's profit @ 10% on bairc r
MJ Collar : Supply,erection ,testing and co@clamps for attending to leak.joints with necessary earthwork escavation includin€using of pneumatic breakers and JCB excavator wherever required and providing DtMJieak repair clamp ,including cost of all materails requi!.ed for iointing comprising,Dl MJ clamp and its accessories such as Rubber Gaskets made of SBR/EPDM on thepipe ioint water tight at the operating pressure, backfilling with avairable earth andconsolidation and bailing out water wherever necessary etc complete inclusive of alllaxes and duites asn as directed by the Engineer n charge
IBWSSB 'O each 629.00
qrea weiEhtrpp t 751.00
75.10each 2,455.10
Detaile+Dgticgeport for replacement of Old sewerage pumping main for Mangaldre Citvi."l {+ fu 00iy
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(arnataka Integrated Urban Water Management lnvestment program
facturing, providing, transporting, rotting, towiring, Eyinil;;Tini;;rd commissioning of' MS specials including MJ Collars with Rubber rings olinimum 8 mm thick conforming to lS 7323:19g5 with latest amendments, perfect
and welding of joints to correct position including cost and convevanceterials with all lead and lift, cost of all labour and and giving satisfactory hydraulic
as per 15 3589:2001 with latest amendments for test pressure andboth at factory and site etc., complete as per detailed specification with
lining two coats food grade epoxy primer of approved make with minimum olmicron thick (after dry) and outside mm thick coating in CM 1:3 by providing S0 Xmm weld mesh including loading and unloading of pipes for the followi
to suit PSC/M5/CtlAC/Ot/pVC pipes.
KUWS&DB 5R
2015-16 P-121, t-
49-1.1
D/F Specials: Providing and taying of totio*ffijointing material as per lS: 9329 - 2000 lifting, keeping in true to line, level andperfect linking at joints as per specifications incruding roading and unroading at bothdestination with all lead and lifts, all taxes, hydraulic testing etc. The pipes specialsshall be supplied with suitable size S,S bolts and nuts of required numbers etccomplete as per specifitations and as directed by Engineer.
RUIDP September 2013 ttem no 19.8.2.2 page no 11t
RCC NP-4 Plain ended pipes: Supplying ot nCC r.rpq ptain e;ad;ipes andconfirming to lS 458: 2003 withlatest amendments and conveying to,rolling and lowering into trenches,laying true to line,leveland perfect linking,oints ,testing and commissioning ,including loading and unloading at bl
tions and cuts of pipes with all lead and lift including cost of Jointin
SR lune 2016 tteam no t. page no 20Transportation and stacking ( lAp SR June 2016 tr;r; no 6 pa;;;l6 ) for
20.80 upto 5 kms ans (O15.1
ED @ 12.5% on basicdd sales tax @ 5%
of specials at 5% of pipe cost
Detailed Design Repcrt for replacement of Old sewerage pumping main for Mangalore CitV, :78r ser
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Karnataka Integrated Urban Water Management lnvestment program
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D"t"itud Def,;.gRefft for reptacement of otd sewerage pumping main for Mrngalore City
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Karnataka Integrated Urban Water M4nagement Investment Program
&-&Js^'Team Leader
GKW Consult GmbH
PMDCSC, MangalorePIU, KIUWMIP
Mangalore
Detailed Design Report for replacement of Old sewerage pumping main for Mangalore City
Iteam no 1. oase no 20ansponation and stacking ( (AP SR June 2015 tteam no 6 page rio 26 l for
ED @ I2.5% on basic cost
of soecials at 5% of Pioe cost
1.1 1000 mm diaRCCNP{ Pipe
:ostof Pioe {APSRJune 2016lteam no 1. oaseno20} Rmt 7_556.00
fransportation and stacking ( (AP SR June 2016 tteam no 6 page no 26 ) for 40r(ms @520.80 uoto 5 kms ans /415.10 /Km
Rmt 3,997.40
\dd ED @ 12,5% on basic cost Rmt 944.50\dd sales tax @ 5% Rmt 377.80:ost of soecials at 5% of PiDe cost Rmt 377.80labour charses for fixins {Labour from Ml SOR (cOK}} Rmt 1.047.00:ontractor Drofit on oioe cost @10% Rmt 755.60Iotal Cost of Pipe with specials Rmt 15.056.10
20 Dewatering for Lowering of water table to creat dry conditions at least upto the bedof the excavation by Well Point Dewatering system by deploying 80Hp/50Hp Diesel
operated Pump, installation of well points by.jet pressure pump at the water tableall around periphery at an interval of 1.25 mtr centre to centre. These well pointconnected to a common header line through a flexible hose and header lineconnected to dewatering pump. One dewatering pump covers an area of 70 mtr anddrawdown of 3,00 mtrs from the water table. including the cost of material; labour T
& P articles & machinery laying sewer line & Manholes as per approved drawingsaccording to the requirement of the construction of structure, The cost ofthis workshall be inclusive of disposal of water pumped out at a safe place away from thestructure. The dewaterinB will work till the completion of the structure as perapproved drawings,with all horizontal leads and lifts etc., coriplete in all respectias per specilication and as directed by engineer.During the execution of work
t/
P4tt2.flows from the delivery pipe of pumps to avoid any settlement of soil during th€procesS. Satyam
Dewatering
-9artdt$a
*t'*n4t*
1 unit of Dewatering set ( covers 70 m) Set 110,000.00 4-Oc OCo, oO .3e -loo.t^;ervice Tax 15% 16.500.00 45,OaD , oo 2c,trf,{freight charges to & fro 30%o 33,000.00 9o.ooo. s6 hd'lto,c\dd Contractor's orofit @ 10% on basic rate 11,000.00 3o-oaa . o a I l-'rro'afotal Amount (Rs) 170,500.00 .t -lZ< ^^i,^fi La 1'lrTotal Cost per Meter Rmt (
french2,435.7L
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PIU, KIUWMIP
Mangalore
?'Executiveffgineer
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Karnataka Integrated Urban Wat€r Management Investment Program
Rate analvsis lorThrust Borins
RA No Desctiption Unit Rate (Rs.) SR Ref.
2!
hstallation of product pipe by Manual Pipe Jacking method ihcluding making of entry and
exit pits, all related civil works like excavation, shoring / strutting., etc. manual shielded
excavation, lowering of pipe segments in the jacking pit, laying and ,ointing of product
pipeline through .iacking process from the jacking pit after project completion as per the
instruction of the Engineer in Charge all complete except the cost of the pipe.
Ind 5TT SR 2014,
Page53,54
il \bove 1500mm & upto 1800 mm dia(a) ;oft Soil \ Rmt ss000,0(
Extra for executing under water table 50% on abovt 27500.0(
Total Rat( Rmt 82500,0(
{b} Hard Soil Rmt 68000.0(
Extra for executins under water table 50% on abov€ 34000.0c
Total Rate Rmt 102000.0(
(c) n Sandv soil Rmt 74000.0(
Extra for executing under water table 5070 on abov( 37000.0(
Total Rat( Rmt 111000,0G
(d) ;tonev soil Rmt 92000,0(
Extra for executing under water table 50% on above 46000.0(
Total Rate Rmt 138000.0(
[] From 900mm & upto 1000 mm dia(a) ;oft Soil Rmt 3224s.0(
Extra for executins under water table 50% on above 16722.51
Total Rat€ Rml 48367.s(
(b) lard Soil Rmt 3s469.0(
Ext(a for executins under water table 50% on abov( L7734.5C
Total Rat€ Rmt 53203.5(
(cl n Sandv soil Rmt 39015.0(
Extra for executins under water table 50% on above 19507.5(
Total Ratc Rmt 58522.5(
22 RCC NP4 Plain ended Pipes: Supplying of RCC NP'4 Plain ended pipes and Specials
confirming to lS 458: 2003 withlatest amendments and conveying to worksite ,rolling and
lowering into trenches ,laying true to line ,leveland perfect linking at joints ,testin8 and
commisSioning ,including loading and unloading at both destinations and cuts of pipes
w'th all lead and lift including cost of .iointing material and as directed by the Engineer
1800 mm diaRCCNP-4 Pipe
:ostof Pioe {APSRJune 2015 lteam no 1. pase no 20 ) Rmt 22.602.OO
iransportation and stacking ( {AP SR June 2016 lteam no 6 pagh no 26 ) for 400 Kms
4520.80 uoto 5 kms ans @15.10 /Km
Rmt 6,560.80
\dd ED @ 12.5% on basic cost Rmt 2.825.25
\dd sales tax @ 5% Rmt 1.130.10
:ost of soecials at 5% of Pioe cost Rmt 1.130.10
abour charees for flxine {Labour from Ml SOR (GOK)) Rmt 1,047.00
Contractor profit on oioe cost @10% Rmt 2.260.20
Iotal Cost of Pipe with specials Rmt 37,555.45
tl t0C0 mm diaRCCNP-4 Pioe
lost of Pipe {AP SR June 20L6 lteam no 1.. page no 20 ) Rmt 7.556,00
Transportation and stacking { (AP SR June 2016 lteam no 6 page no 26 ) for 400 Km:
{0520.80 upto 5 kms ans @15.10 /Km
Rmt ? qq7 40
\dd ED (a 12.5% on basic cost Rmt 944.50
\dd sales tax @ 5% Rmt 377.80
:ost of soecials at 5% of Pioe cost Rml 377.80
Labour charaes for fixins {Labour from Ml SOR (GOK)) Rmt 1,047.00
Contractor profit on pipe cost @10% Rmt 755.60
Iotal Cost of Pioe with soecials Rmt 1s.056,10
Detailed Design Report for replacement of Old sewerage pumping main for Mangalore City iof2 i: fi,4 ilt ?r
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Karnataka Integrated Urban Water Management Investment program
Team leader
GKW Consult GmbH
PMDCSq Mangalore
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Assistant Executive Engineer
PIU, KIUWMIP
Mangalore
Executive Engineet
PIU, KIUWMIP
Mangalore
of Shafts for pipe iacking / ramming prrpo-e tnloil infrs:G oiiiiand shoring and maintaining the shaft during construction operation Ind STT SR 2014, Page
15, item 1:3.1.1.1For Shafts of 6m x 5m upto a depth of 5m in alt ivpe ot solt
,d f*"Ho o**" Report for reptaceinent of otd sewerage putnping main for ManBatore city
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Karnataka Integrated Urban Water Managemenr Investment program
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excavation for pipetine tr"n.h", l-E$l-6i,:iffiGilii]on bank with all lead including shoring, strutting, barricading, danger
using sight rails and boning rods at every 100 metres, wherever necessarvted in the following strata.
KUWS & DB 5R 2015-16 P No.5, ltem No. 1l
do - In att soits mixed with boutdbrs up to 30cm-iirein-l'IiiGilil
do - In disintegrated rock, soft rock,,oft s@;tone, sand stone, hard shale, 5chiest, fissured rock without resorting of blasting. KUWS & DB SR 2015-
16 P No.s, ltem No. ii)
do - In hard larerite rock or hard laterite ro.t -ntainin[l.ilre-GG zOzhistelling and trimming to proper slope. KUWS & DB SR 2015-
16 P No.7, ltem No. iii)
2to4Mtr
and laying C C 1:1.5;3 proportion for foundation (S.*.d l.\*r) *thdown size of approved gradation hard broken granite,trap balast or with anv
approved hard aggretate including cost arid conveyance of all materials with alland lift includin8 plywwod/ steel form work machine mixing laying ramping vibr
Add cost of Cement 8.3*
Providing and taying cement concrete Mt5 cr.ou i *trOiftIort?Iil]ir*munt1with 20mm and down size metal of approved gradation hard broken granite,trap,basalt
wath any other approved hard aggregate including cost and convevance ot alltrials with all lead and lift and placing the same above or below ground tevel
plywood/steel form work, machine mixing, Iaying , tampering, cunng,etc.,including smooth finishing the exposed surfaces with CM 1;4 proprtion 12mm
hick wherever necessary, etc., complete for Anchor Blocks or Thrust Blocks.
Page no. 99 of itemof KUWS& DB,
P No 237
Add cost of Cement 6.475- 353,3
Detailed Design Repo.-t for replacement of Old sewerage pumpinE main for Mangaloie Citv
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Karnataka Integrated Urban water Management Investment Prog;am
Sl. No
Team Leader
GKW Consult GmbH
PMDCSC, Mangalore
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Assistant Executive €ngineer
PIU, KIUWMIP
Mangalore
PIU, KIUWMIP
Mangalore
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Detarred Des.gn Reoon for reolacement ol Old sewe.age pL-ping ma,^ /o lVangalore City
Providing and fabricating TMT Steel reinforcement bars of Fe-500 grade
aightening the bars, cutting, bending, hooking and placing in position, lapping and or
wherever required, tying with binding wire, anchoring to the adjoini
wherever necessary as per approved design and drawings including cost
of all materials with all leads and lifts, loading and unloading, all labour,
hire charges of machineries, T&P, etc. complete and all other incidental items of works'for successful completion of the work as per approved drawings,
and as directed by the Engineer-in-charge. (Laps, hooks, chairs
will not be measured and will not be paid for sdparately.l
PWD 5R 15-16 Page
17 Sl No 4.46.2
pipeline trenches and foundations with selected available earth from
and foundation including watering, consolidation ih layers of L5cms., thi(luding disposing off surplus earth with all lead and lift
No.15, ltem 2l
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Karnataka Integrated Urban Water Management Investment program
Rate analysis For valve chambers
rk excavation for foundation ot UuiHtngt c;ve;;-GG;;Elines and electrical conduits either in pits or in trenches in ordinary soi
of clods complete as per specifications, as per direction of Engineer etc]complete by manual means- For valve chambers and piping
dressing the bottom and sides of pits and trenches, stackingexcavated soil clear from edges of excavation with all lead and lift after PWD SR 15-16 page
Item No 2.3
Providing and laying in position prain cement .on.ret"r'G grade with granitegraded metal of 20 mm and down size and crean sieved river sand for foundation
levelling course, machine mixed, concrete laid, well compacted, includingand conveyance of all materials,all leads and lifts, loading and unloading,
labour, hire charges of machinery, T&p., curing and all other incidental itemswork required for successful completion of the work and as directed bv tEngineer -in-charge of the work etc complete. (dewatering if required)
SR 15-16 Page 12
No 4.6
Providingand|ayinginpositionreinforcedcum@with OPC cement@320 kgs,with 20mm and down size graded granite metcoarse aggregate @0.69 cum and fine aggregate @o.46cum, with concrete laindin layers not exceeding 15 cms thick,vibrated for all works in foundation for ratffootinS,retaining wails, returnwails, wails (any thickness), incruding finibhing theexposed faces in cement Mortar 1:3 12mm thick and ar other incidentar items of
< required for successful completion of the work as per approved drawings,ifications and as directed by the Engineer-in_charge _ For Valve chamber, Slab Covers etc ., complete. For Valve chambers RCC works
SR 15-16 Page 13
Item No 4.11
Providing and fabricating TMT steer r"infor.u@including straightening the bars, cutting, bending, hooking and placing inposition, lapping and or welding wherever required, tying with binding wire,
horing to the adjoining members wherever necessary as per"approved designdrawings including cost and conveyance of all materials with all leads and
lifts, loading and unloading, all labour, hire charges of machineries, T&p,compl€te and all other incidental items of works required for succecompletion of the work as per approved drawings, specifications and as diby the Engineer-in-charge. (Laps, hooks, chairs and wastages will notmeasured and will not be paid for separately.)
SR 15-16 Page No17 Sl No 4,46.2
as directed by the Engineer-in-charge of the work.ln valve chambers.
Providing&fixinginpositiontotheinsidef;.@MS Rungs made out of 20mm dia MS rods, cost & conveyance of all materials.
rtting, bending, welding, fixing to walls in M25,cost and conveyance of allateriars with ail reads and rifts, alr rabour charges, hire charges of machinery,
ools and plants etc. complete and all incidental items of work required foruccessful completion of the work as per approved drawings, specifications Page no. 227 of item
no, 2 of KUWS& DB, SR
2015-16 Note 2
Labour Charees @ L0%
Detailed Design Report for repracement of ord sewerage pumping marn for Mangarore citvfr Sfl ror2
/
Karnataka Integrated Urban Water Management lnvestment Program
-
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PMDCSC, Mangalore
Assistant Executive Engineer
PIU, KIUWMIP
Mangalore
PIU, KIUWMIP
Mangalore
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Detailed Design Report for replacement of Old sewerage pumping rirain Ior Mangalore CitV
PWD SR 15-16Page No
15 Sl no 4.28
and removing,centering, shuttering, strutting, propping etc
of form work for foundations, bases of columns/raft,including cost ol
PWD SR 15-16 Page No
15 Sl No 4.31
and removing centering, shuttering, strutting,'propping etc., and
I of form work for vertical surfaces such as walls of any thickness, slabs,
including cost of all materials, labour complete as per speciciation.
50
KSRB 2.3 : Filling available €xcavated earth (excluding rock) in sides of
foundations upto plinth in layers not exceeding 20 cms. In depth, compactine
each deposited layer by ramming after waterin8 to 95% compaction. including
cost of all labour complete as per specifications. Specification. No.KBS 2.9
Page no. 6, as per SR
2015-165 of PWD
Mangalore circle /Item no.2.10
Basic rate CUm 119.sC
A.W. 10% r-1.95
Total Rate Cum 131.45
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ng. laying, spreading.nd compactin€ cushed stone "eg,"g;G;;i;;;;7;tg lvet mlx macadam specification including pre mixing the meteriat with warer
an sechanical mir plant carriage of mixed mat€rial9 by tipper to site, layrnglayers with paver in sub-base/base c;urse on well prepared surface
ting with vibratory roller to achieve the desired density complete as
M500-6. Providing and applying primer coat with S,S. bitumen emulsiln'pr€pared surface ol granular ba5e such as WMM including cleaning of roact surtacesprayrng pnmer at the rate af 0.C0 kg /sqm using mechanical means complete as
PWD SR, Mangatore Circte,Page 160, item no.21.6
500-11. Providing and taying bituminous macadamln lre-plEJlEIcoarse aggregates as per design mix to.mula for base/ binding course
ot aggregates with F.E. loader, hot mixing of stone aggregates and bitumen inplant, transporting the mixd material in tipper to paver and laying mixed
with paver finisher to the reqlired level and geade, rplling by power roller to acnrevedesired densitv, but excluding cost ot primer/ tack coat including lead, lift and cgst ofmaterials, labour, HOM of machineries complete as per specitications. MORTH Chaoter 5
PWD SR, Mangalore Circle,
Page 161, item no.21.11.6
using 40/60 TPH capacity H.M.p with mechanicat p"vul erlt foiilT]iiliT
and laying Semi dense bituminous concrete using crushed aggregatiiied gradinB, premixed with bituminous binder and filler, transporting the hot mixsate, layinB with a paver finisher to the required grade, level and alignment, rotl
smooth wheeled, vibratorv and tandem rolle.s to achieve the desired compactionMORTH specification clause no 5Og complete in all respects co.plet" u, t
PWD SR, Mangalore Circle.
Page 162, item no-21.20.6
usine 40/60 TPH capacity H.M.p with mechanical paver Gr-lt (t5.;1, 3O;. )
uction of Base ssb base mix lsrl0.Opc cement @ 160 k;;;;th 2il;;graded grEnite metal coarse aggregate at O.86cum and fine aggregates @ 0cement, sand, flysash @ 0.26 and coarse aggregates proportioned as per table 4
: 74-1979 and with water cement ratio, slump and compressive strength as definedsaid table ,mix prepared in a batching and mixing plant and compacted with
roller 8-10 tonnes capacity within the time laid down vide clause 700.6.3 of74-1979, construction joints properly formed at the end gf days work, cured fo. 14all as specified in IRC: 74-1979 and as per approved plans complete as per specifications {fly ash content @bO.26cum)
PWD SR, Mangalore Ci.cle,Page 173, item no-22.4
concrete pavement: Construction of un-reinforced plain cement con;rerethickness as per design , over a prepared sub base with OpC cement or
type as per clause 1051.2.2 with 25 mm and down size graded granite metalagg.egates and fine agEregates, with superplastisiser @3lts confirming to tS 91o3rj
2008, mixed in a concrete mixer of not les5 thao 0.6 cum caoacitvappropriate weigh batcher as per approved mix design Iaid in approved fixed side
{ steel channel, lavjng and fixing of 125 micron thick potythene film, wedges,rncludanB levelling the form work as per drawing) & spreading the concrete
rackers compacted using needle, screed and plate vjbrator and finished inoperatron including provision of contraction, expansion, contruction
,crnts, rnctudang groove cutting charBes, joint filler, separation membrseatent primer, joint sealent, admixtures as approved, cur;ng compound, finishing to line
grades as per drawing complete as per specifications
M30 { at 360k9 per cum coarse aggregates p O.Os crm unO tire afr[ga-;G;;;;;
PWD SR, Mangalore Circle,Page 174. item no-22.5.1
k'fi g
43
Providing and laying heavy duty cobbles stones 60 mm thick int€rlock pavers, using
cement and course sand for manufacture of blocks of approved si?e, shape and colour
with a minimum compressive strength 35 N/mm2 over 50 mm thick sand bed ( average
thickness) and compacting with plate vibrator having 3 tons compaction force thereby
forcing oart of sand ubderneath to come up in between joints, tinal compaction of p6ver
surface joints into its final level, including cost of materials, labour and HOM ol
PWD SR, Mangalore Circle,
Page 101, item no-14.6
5qfi 843.0(
A.W 10ol 84.3(
Total Rat€ 5om 92734
MProviding granite slabs oI selected quality roughlv dressed and fixed in c€ment
1:6) including fixing curing etc., complete 10 cm5 thickPWD SR, Mangalore Circle,
yage 15, tlem no.5.J1,z
lasic rate Som 727.0(
A.W 109 72.7t
Total Ratl Sdm 799.71
45
troviding and fixing Precast solid concrete kerb stones made out of CC 1i2:4 and finishec
Mith CM 1;3 plastering and finishing cutting €tc., complete. Size 4501200x400 mmPwD sR, Mangalore Circle,
Page 25, item no-5.29.1.
Nos
A.W 107 Nos ./ 31.11
lotal Rat( Nos / 408.6!.
-
Assistant Executive Englneel
PIU, KIUWMIP
Mangalore
PIU, KIUWMIP
MaogalorePMDCSC, Mangalore
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and reconstruction of sewer lines
Earthwork excavation for pipeline trenches ( except building works)depositing on bank with all lead including shoring, strutting, barricading,lighting and using sight rails and boning rods at every j.0O metres,necessary as directed in the following strata.
KUWS & DB SR 2015.16 P
. No.s, ltem No. 1)
do - In all soils mixed with boulders up to 30cms.size and exlusive
do - In disintegrate{rock, soft rock, soft shale, medium hard rock comprisingLime.stone, sand sto\ hard shale, schiest, fissured rock without resorting KUWS & DB SR 20Ls-16 P
No.5, ltem No. ii)
to 2 Mtr deoth
2 tb 4 Mtr depth
4 to 6 Mtr depthAdd 50% for slushv soil
do - In hard laterite rock or hard laterite rock containing iron ore upto 20% KUWS & DB SR 2015-16 P
No.7, ltem No.
2to4Mtr
in hard laterite rock containing iron ore above 20% by chiestelting and KUWS & DB SR 2015-16 P
No.7, ltem No. iv0to2Mtr
Detailed Design Report for repracement of ord sewerage pumping main for Mangarore city
/
Karnataka lntegrated Urban Water Management Investment program
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Sl, No Descriptions Unit Rate in Rs. SR Ref.
(c) l to 6 Mr. depth Cum 1403.0C
A.W 10% 440.3CTotal Rat€ Cum { :sqt.Ec
v)n hard rock by controlled blasting ( 2%) KUWS & DB SR 2015-16 P
No.9, ltem No. vi)(al ) to 2 Mtr depth Cum 884.0Crdd for control blasling Rs 378/cum 378.00 Note:
sub tota 1262.00A.W 10% 126.20
Total Rate Cum .4388.2A
(b) Z to 4 Mtr deoth Cum 1020.00)dd for control Plasting Rs 378/cum 378.00 Note:
sub total 1398.00A.W 10% 149.8C
Total Rat€ Cum \-/L537.8C
(c) I to 6 Mr. depth Cum 1065.0Cldd for control blasting Rs 378/cum 378.0C Note:
sub tota 1443.0CA.W 107 144.3C
Total Ratr Cum AseTso
47
supplying and laying unprasticised pvc pipes confirming to rs 15328: 2003 withlatest ammendments ended with integral sockets with lSr mark an"d conveyingto work site, rolling and lowering into trenches, laying true to line a,tnd level anJperfect linking at joints, testing and commissioning, including loading andunloading at both destinations and ci.rts of pipes wherver necessary includingiointing of UPVC pipes ( with cost of erastometric searing rings) and speciarsincluding specials with jointing of approved type, with all labour, with all lead &Iift including encasing the pipe alround to a depth of not less than 15cms withsoft gravel or selected earth available from the excavation etc., complete andgiving necessary hydraulic test to the required pressure as per rss ( contractorwill make his own arrangements for procuring water for testing)
IKUWSDBSR15-15, Page
No.207, ltem (a) 2
l-50 mm dialasic Rate Rmtr 490.0(
[rE I In KtIlS
A.W 10% on labour charqe:
Total Rat€
Rmtr 38.0(Rmtr 3.8(
531.8(
ii 200 mm dia
Cost of Lowering, laying, jointing & perfect linkingRmtr 754.0(Rmtr 45.0(
W LUTo OII labour Charges
Total Rat€
250 mm diaBasic Rate
Rmtr 4.5(803.5(
ill
Rmtr 1q? nrnH Rmtr 48.0C
ruTo on tabour charges Rmtr 4.8C
1245,8C
o"rH"LloF,r" Report for repracement of ord sewerage pumprng main for [4angarore city
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Sl. No Descriptions Unit 'Rate in Rs. SR Ref.
48
Supplying and taying s & S RCC spun pipes Np-3 ctass connrmine to tSZ&Giwith latest amendments and conveying to worksite, rolling and lowering intctrenches, laying true to line and level including loading and unroading at bottdestinations and jointing of pipes and specials, including cost of speciallincluding perfect linking of joints with jack to correct position including cost o.
iointing materials ie., rubber rings confirming to lS for s& S RCC pipes with ailead & lift & as directed and giving necessary hydraulic test to the requirecpressure as per lss and testing & commissioning ( contractor will make his owrarrangements for procuring water for testing)
IKUWSDBSR15-16, Page
No.43, ltem 8
I 300 mm diaBasic Rate Rmtr 1,313.0CCost of cutting, l.owering, laying, jointing & perfect linkine Rmtr s90.0c
A.W 10% on labour charser Rmtr 59.0C
Total Rat( 1962.00
tl 350 mm diaBasic Rate Rmtr 1,785.0CLosr or cutrrng, Lowering, laying , jointing & perfect linking Rmtr 617.0C
A.W 1.0% on labour charRes Rmtr 61.,7C
Total Rate 2463,7a
ill 400 mm diaBasic Rate Rmtr 1,997.0CCost of cutting, Lowering, lay!ng, jointing & perfect linkine Rmtr 690.0c
A.W 10% on labour charse: Rmtr 69.0(Total Rate 2756.0(
450 mm diaBasic Rate Rmtr 2,239.0CCost of cutting, Lowering, lqying, jointing & perfect linking Rmtr 755.0(
A.W 10% on labour charses Rmtr 75.5(Total Rate 3069.5(
500 mm diaBasic Rate Rmtr 2,s29.0(lost of cutting, Lowering, laying , jointing & perfect linkins Rmtr 850.0(
A.W L07o on labour charee: Rmtr 85.0(Total Ratr
49
Supplying Ductile lron pipes confirming to lS 8329: 2000 with latest amenJm;n;;;.onveying to worksite, rolling and lowering into trenches, laying true to line and levelincluding loading and unloading at both destinations and cuts of pipes whervernecessary including jointing of DI pipes and specials, including cost of specials withrubber gaskets including cleaning the socket and spigot ends with soap solution andapplying soft goap to the spigot and socket ends before insertron of rubber gaskets,iacking and fixing in perfect conditions incruding cost of soap sorution, soft soap, wasteetc. and giving necessary hydraulic test to the required pressure as per rss with all leadand lift including cost of jointing materials( contractor will make nrs own arranqements[or procuring water for testing)
IKUWSDBSRl5-16, Page
No.33,34, ltem 5
I 200 mm dia
lasic Ratg Rmtr 1.973.0(-osr or cuttrng, Lowering, laying , jointing & perfect linking Rmtr 95.0(
A.W 10% on labour charse Rmtr qqr
Total Ratc 2077,5{
250 mm dialasic Rate Rmtr 2,603,0(:ctst of cutting, Lowgring, laying , jointing & perfect iinkine Rmtr 111.0(
A.W 10% on labour charser Rmtr 11.1(
2725,t(
Detailed Design Report for repracement of ord sewerage pumping main for Mangarore city;d s"s
Karnataka Integrated Urban Water Management Investment program
:
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nl 300 mm diaBasic Rate Rmtr 5,Z6b.UtCost of cutting, Lowering, laying, jointing & perfect linkine Rmtr 145.0(
A.W 10% on labour charsel Rmtr 14.5(Total Ratr 3lM5.5(
tv 350 mm diaBasic Rate Rmtr 3,933.0(Cost of cuttin8, Lowering, laying , jointing & perfect linkins Rmtr t77.O(
A.W 10% on labour charge Rmtr 77.7(Total Rat( 4L27.7(
400 mm dia
Basic Rate Rmtr 4,724.0t:ost of cutting, Lowering, laying, jointing & perfect linkine Rmtr 232.Ot
A.W 10% on labour charse Rmtr 23.2(Total Rat( 4979.2(
VI 150 mm diaEasic Rate Rmtr 5.559.0f:ost of cutting, Lowering, laying, jointing & perfect linkine Rmtr 285.0(
A.W 10% on labour charse: Rmtr 28.5(Total Rat( 5872.5(
vtl 500 mm diaBasic Rate Rmtr 6,515.0(:ost of cutting, Lowering, laying , jointing & perfect linkine Rmtr 318.0(
A.W 10% on labour charse: Rmtr 31.8(Total Rat( 6864.8(
50
Providing and constructing wire cut Brick Manholes using sulphate reiiirant ceme.t,conical in shape at top with cc 1:3:6 foundation using 40 mm and down size gradedmetal of approved quality and with an offset of 0.15 m alround the chamber and briclmasonry in cM 1:4 plaster with wire cut bricks of approved quality and cM praster 1:3proportions 12 mm thick inside and outside except for the conical surface outsid€where the thickness of plaster shall be 20 mm thick, with 1:6 slope in the concret€towards the central drain, finished smooth and fixing of pipes in cc 1:2:4 graded metalof 20 mm and down size including conveying to work spot, supplying and fixing SFRCmanhole frame and cover confirmlng to ls: 12592 with latest amendments in CC 1:2:4,supplying and fixing of minimum 3 mm thick encapsurated prastic foot steps ( as per rS
10910) on 12 mm dia, Grade Fe-41S steel bar ( as per lS 1796) staggered at 30 cms aparlas detailed in Technical specifications and as directed , watering, curing, barricading,danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting,dewatering, engraving manhole No with flow direction on the inner conical surfaceetc./ as per the drawing with wire cut brick as per technical specifications for th€following diameters & depths
IBWSSB 14-5, Page No.82Item 83
a 1.2 m diameter manholeupto 1.0 m depth
A.W 10%
Total Rate
uptg 2.0 m depthBasic Rate
A.W 10%
Total Rate
NO 1s,100.0(No 15 10.0(
No 16610.0(
tl
No 26,206.0(No 2620.6C
No 28826.6(
iii ,pto 3.0 m depth
A.W 10%
Total Rat€
NO 40,140.0c
No 4014.0cNo 44154.00
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strd; s
51. No Descriptions Unit Rate in Rs, SR Ref.
b 1.5 m diameter manholerpto 3.0 m depthBasic Rate No 49,804.0(
A,W 10% No 4980.4(Total Rat€ No s4784.4C
tl upto 4.0 m depthBasic Rate No 69,750.0(
A.W 10% No 6975.0(Total Rat( No 76725,0t
ill upto 5.0 m depthBasic Rate No 95,998.0(
A.W 107 No 9599.8(Total Rat( No 105597.8(
upto 6.0 m depthBasic Rate No 118.039.0C
A.W 10? No 11803.9C
Total Rat( NO 129842.9C
51
Constructing RCC Manhole Chambers of 1;1.5:3 proportion or approved typu p*_cast Rcc manhole chambers, constructed using form vibrators of standard type,with berricading, danger lighting and using of sight rails and boning rods wherevernecessary , shoring and strutting wherever required using ordinary port landcement, using i.:1.5:3 proportion RCC with 20 mm and down graded jelly, wellgraded sand and steel of approved quality , 200 mm thick top concrete slab, havingwall thickness and raft thickness as in approved drawings and with an oflset in raftalround the chamber as in approved drawing, benching concrete with 1:6 sropetowards the central drain finished smooth, including fixing and grouting of pipes,including conveying to work spot supply and fixing SFRC manhole cover and frame (
Heavy Duty) confirming to tS: 12592 with latest amendments, on a bed of CC 1:2:45upplying and fixing of minimum 3 mm thick encapsurated plastic footsteps ( as perls 10910) on 1.2 mm dia, Grade Fe-4i.5 steer bar ( as per rs 1786) staggered at 300mm apart as detailed in Technical specifications, including sand bedding whereverrequired, disposal of surplus earth, watering, curing, engraving manhole numberwith flow direction on the inner cylindrical surface etc., complete including cost o{reinforcement steel and fabrication charges and also cost and conveyance of allmaterials, labour with all lead and lifts for various diameters and depths notedbelow as per specification, drawing and as directed by the Engrneer.
BWSSB 14-5, PaBe No.83
tem 84
1,2 m diameter manholeI upto 1.0 m depth
Basic Rate No 36,501.0cA.W 109 No 3650.1
Total Ratt No 40151.1C
tl upto 2.0 m depthbaSrc Rate No 50,127.0C
A.W 109 No 501.2.7C
Total Rat( No s5139.7(
ill upto 3.0 m depth]asic Rate No 63,868.0C
A,W 10% No 6386.8(T"t.l R.t" No 702s4.8(
b [.5 m diameter manholeI rpto 3.0 m depth
lasic RateNo 80,425.0(
A.W 10% No 8042,5iNo 88467.5(
Detailed Design Report for replacement of ord sewera[e pumping main for Mangarore city
Karnataka Integraied Urban Water Management Investment program
H *i$Detaired Design Repofi for repracement of ord sewerage pumping main for Mangarore city
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Sl, No Descriptions Unit Rate in Rs. SR Ref.
ll rpto 4.0 m depthlasic Rate NO 96,934.0C
A.W 10% NO 9693.40Total Rate NO 105627.40
ill rpto 5.0 m depthBasic Rate No 120,454.00
A.W 10% No t2045.40Total Ratc No 132499.4C
iv upto 5.0 m {epthBasic Rate No I37,562.0C
A.W 1001 No 13756.2(Total Rate No 151318.2(
>r
Supplying and laying Unplasticised pVC pipes conforming to tS 15328:2003 withlatets amendments ended with integral sockets with lsl mark and conveying toworksite, rolling and lowering into trenches, laying true to line and level andperfect linking at joints, testing and commissioning, including loading andunloading at both destinations and cuts of pipes wherever necessary includingiointing of UPVC pipes (with cost of elastomeric sealing rings) and speciali(including cost of specials) with jointing of approved type, with all labour, withall lead and lift inclduing encasing the pipe alround to a depth of not less than15 cms with soft gravel or selected earth available from the excavation etc.complete and giving necessary hydraulic test to the required pressure as per rss(contractor will make his own arrangements for procuring water foF testing) asdirected by the Engineer in charge. - do-for t10mm dia SN8 UpVC pipes
IKUWSDBSRl5-16, Page
No.207, ltem (b) 1
110 mm dia
Basic Rate Rmtr 269.0(lost of Lowering, laying, jointing & perfect linkinq Rmtr 33.0r
A.W 10% on labour charqe: Rmtr 3.3(Total Rate 305.3(
5J
Plugging the mouth of pipes inside sewer manhole using suitabl; pluggingsystem and installation of bypass arrangements for bypassing the sewage flow,including, but not limited to , pumps, pipes, connections, couplings, electricaiaccessories, support, traffic diversions arrangements etc. including desilting olmanholes, disposal of debris as per the instructions of Enginner-in charge andkeeping the manhole free from seepage and removal of bypass system andmaking the sewer system operational as per the instructions of Eneinner-incharge
Data Rate
for manholes of pipes upto j.200 mm diaPer
Manhole3,298.0C
)c
Making connections of drain or sewer line with existing manhole includingbreaking into and making good the walls, floors with cement concrete r.:2:4 mircement plastered on both sides with cement mortar 1:3 finished with a floatingcoat of neat cement and making necessary channels for the drain etc., comlete
Ind STT SR 2014 Page 18,
Item No-1.5
ior pipes 100 to 230 mm dia Ea ch 1,533.00tl ior pipes 250 to 300 mm dia
for pipes 350 to 450 mm diaiiiEach 2,019.00Each 3,068.0C
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55
Supplying, laying, jointing testing and commissioning of Gl pipes confirming tolS 1239: 1990 with latest ammendments including fixing collars, elbows,tees,bends, gland cocks and other fittings with cuts.and threads wherever necessaryincluding conveying the materials to workspot including testing for watertishtness, with all lead & lift
PWD SR15-16, Page 90,item no-13.10,13.11
15 rnm dia
Basic Rate Rmtr 148.5(A.W 107 Rmtr 14.8!
Total Rat€ 163.35
tl 20 mm dia
Basic Rate Rmtr 184.5(A.W 109 Rmtr 18.45
Total Rat( 202.95
56
Providing House Service Connection (single service connection) fromdistribution main to property limit , including supply and fixing of Electro fusionTapping Tee (Saddle) of PE 100, SDR 11 of approved make (Fusion providal /ELGEF/ Equivalent ) along with fittings namely pin terminal of diametercompatible to the diameter of HDpE distribution main , 120 mm long with 20mm dia outlets matching with the diameter of distribution main. The Electrofusion tapping Tee will be provided with a threaded brass flow regulator withcutting edge as shown in drawing and fusion joint in such a manner that the 20mm dia outlet is perpendicular to the axis of pipe line from 20 mm outlet,20mm dia Electro fusion couoler .
1145,61 Market rate
57
Providing & fixing HDPE pipes 6.00 kg/Sq.cm working pressure l,LOmm outsid€diameter with special flange , compression tvpe fittings with all msterialslabour charges, HOM of equipments and testing complete as per specifications
PWD SR15-16, Page 94
item no-13.71
110 mm diaBasic Rate Rmtr 568.sC
A.W L09 Rmtr 56,85Total Rat( 625,35
58
Providing course sand Filling for pipeline trenches including waterlng arxconsolidation by punners etc,, complete with all lead and lift (tn blck cottorsoil)and rock reaches) Cum 1616.0(
KUWS & DB SR 2015.16 P
No.17, ltem No.6(1)
A.W 10? 161.6C
Total Rat( Cum t777,6(
59
Disposing off the excess excawed Earth of all types upto a distance mentionedbelow by vehicles including loading , unloading with all lifts, labour, HOM 01
machinery etc./ complete ( 10 kms)
BWSSB SR 2OT4-T5 P
No.10, ltem N6.7
rpto 5 km Cum 141.0(:very Km beyond 5 km Rs 8/ cum= ( 10 km +8=80)
Cum 80.0(
22]-.O(
A.W 10% 22.r(Total Rate Cum 243.1(
s9A
Earthwork excavation for pipeline trernches ,trench width as per drawing andtechnical specification, including setting out , construction of shoringstrutting,baricadding, danger lighting, bracing, using sight rails and boning rodsat every 100 meters wherever necessary as directed , removal of stumps andother deleterious matter, dressing of the sides and levelling the bottom oltrench to the extent required utilizing the available excavated earth locallv forthe work etc., complete in the following strata
KUWS & DB SR 2015-].6 P
No.11, ltem No. 3)
lo- In ordinary soil / All soils / Hard soil Cum 96.00A.W 10% 9.60
Add 50% for slushv area 48.00Total Rat€ Cum 153,60
Detailed Design Report for replacement of old sewerage pumping main for Mangalore City:* 7 fi'"'
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51. No Descriptions Unit Rate in Rs. SR Ref.
tl Jo- Ordina4{ Rock ( not requiring blasting) Cum 13J..0C
A.W 10% ,/L3,LOTotal Ratc Cum I r44.1C
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the mouth of pipes inside sewer manhole usinssuitable plugging system and installation of bypassarrangements for bypassing the sewage flow,
not limited.to, pumps, pipes, conneclrons,accessories, support, traffic diversi
etc. including desilting ofof debris , including flow test of sewer lines
the initructions of Enginner-in charge andmanhole free frbm seepage and removal of
and making the sewer system operational ashe instructions of Enginner-in charge
of sewage by using 3.5Hp water pump @ 8for dismantling of existing Manhole and
upto installation of the new manhole
(PWD SR 2015-2016,pg no.XXXXV|
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These are labour oriented iobs tobe done in difficult and dirtvconditions. All labour do not
Disposal of silt/ debris by the tractor with trolley PWD SR 2015-2016,p9 no.XXXXV
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Chisels, crow-bars for uprooting and DismantlelfiEmanhole and cost of sharpening of chisels and
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Deraiieci Design Report for replacement of Old sewerage pumping main for N4angalore City
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k excavation for foundation of buildings, or compound wall, water supply,lines and electrical conduits either in pits or in trenches up to 1.5m and
in width. In ordinary soil not exceeding 1.5m in depth dressingthe bottom and sides of pits and trenches, stacking the excavated soil clear
edges of excavation with lead upt som after breading of clods comptete as
PWD SR 2015-16, Mangalorecircle, Page no.s, ltem no.2.3
k excavation for foundation of buitdings, or compound wall, w-er supply,lines and electrical conduits either in pits or in trenches up to 1.5m and
in width. In Hard soil not exceeding 1.Sm in depth dressing includingbottom and sides of pits and trenches, stacking the excavated soil clear from
of excavation with lead upt 50m after breading of clods comprere as
PWD SR 2015-16, Mangalorecircle, Page no.5, ltem no, 2.4
clear from edges of excavation with lead upt 50m after breading of
k excavation for foundation of buildings, or compound wall, witer supply,lines and electrical conduits either in pits or in trenches uo to 1.5m and
)ve in width. In Soft Rock Without blasting not exceeding 1.Sm in depth dressingluding dressing the bottom and sides of pits and trenches, stacking the excavated
PWD SR 2015-16, Mangalorecircle, Page no.s, ltem no,2.s
and laying in position plain cement concrete of M15 Mix with cemenr ar240kgs, with of 20 mm and down size graded granite metal coarse aggregates @
cum and fine aggregates @ O. Scum for foundation; piinth and sills irndlevelling course, machine mixed, concrete laid, well compacted, including costconveyance of all materials,all leads and lifts, loading and unloading, labour, hirecharges of machinery, T&P., curing and all other incidental items of work required forsuccessful completion of the work and as directed by the Engineer -in-charge of thework etc com0lete,
PWD SR 15-16 Page 12 ttem Noq.o
Providing & constructing Granite stone Uncoursed Rubbte masonry In cementmortar L:5 mix, with stone hammer dressed and laid in courses not less than 20cmshigh, bond stones kept at 2 m apart in each course including cost & convevance of allmaterials, with all leads and lifts, loading and unloading, labour,providing &scaffolding; curing etc. complete and all other incidental items of work as required forsuccessful completion of work as per the drawings, specifications and ai directedthe Engineer-in-charge .
PWD SR 2015-16, Mangalorecircle, Page n0.23, ltem no. 5.3
Providing & constructing Granite/ trap/ basalt size stonu maronry in basementcement mortar 1:5 mix, with stone hammer dressed and laid in courses not less20cms high, bond stones kept at 2 m apart in each course including coslconveyance of all materials, with all leads and lifts, loading anolabour,providing & removing scaffolding, curing etc. complete and all otheritems of work as required for successful completion of work as per the drawispecifications and as directed by the Engineer-in-charge .
PWD SR 2015-16, Mangalorecircle, Page no.23, ltem no.5.9
sary,nicely finishing the welded joints with all lead and lift as per directionsthe engineer in charge of the work and including providing 2 coats of a
and fixing poles made out of 2 equat angtes oi OlGiGffitogether and flxed in CC 1:2:4 with 2 nos 16mm dia M.S hold fast rods each of leng25cms including ccst of all materials cutting, bending scaffolding wherev
PWD SR 2015-16,
Page no.255,
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Sl.No Description Unit Rate Remarks
67
)roviding 20mm thick cement plaster in single coat with cement mortar 1;4 toaterite masonry including rounding off corners wherever required smooth rendering,
'inishing to plumb, Providing & removing scaffolding, including cost of all materials,
i/ith all leads and lifts,HoM etc complete as per specifications and as directed by th€raaiaaa; in ehr:ca af +ha u,arL
PWD SR 15-16 Page 113 ltem
No 15.19
Basic Rat€ Som 215.5C
A.W 10% ZI.))Total Som 237.05
58
Providing & constructing Coursed laterite size stone masonry in CM 1:6 using coarse
river sand, cost and conveyance of all materials with all leads and lifts, curing,
providing and removing scaffolding with all T&P, labour, etc. complete and all
incidental items of works as required for the successful completion of the work as per
the drawings, specifications and as directed by the Engineer-in-charge
PWD SR 15-16 Page 260 ltem
No 37.65.1
Basic rat€ Cum 4,410.00
A.W 10% 44t.0(Tota Cum 4.8s1.00
69
Providing & applying external walls 2 coats with water proof cement paint olapproved brand and shade over a coat of primer on external wall surface, throughly
broorning the surface to remove all dirt, dust, mortar drops and other foreign
matters, preparing the surface even, sand papering etc., complete as per
specifications,cost & conveyance of all materials, all labour, all leads and lifts,
Providing & removing scaffolding, HOM etc complete as per specifications & as
iira*^i k, +h6 6^aiaaar ineharaa af +ha u,arlc
PWD SR 15-16 Page 117 ltem
No 15.53.2
Basic Rat€ sqm / LOt
A.W 10?
Tota Som 78.7(
70
KSRB 2.3 : Filling available excavated earth (excluding rock) in sides of foundationsupto plinth in layers not exceeding 20 cms. In depth, compacting each deposited layer
by ramming after watering to 95% compaction. including cost of all labour complet€as per specifications. Specification. No KBS 2.9
Page no. 6, as per SR 2015-165
of PWD Mangalore circle / ltem
no.2.10
lasic rate Cum 119.5(
\.w. 10% 11.9:
fotal Rate Cum 131.45
7l
)roviding Flooring with M15 cement concrete 40mm thick using 20mm & down size
lranite laid to line and level in one layer and finish with CM 1:3, plaster with floatin€:oat of neat cement on top of the existing floor bed and laid to proper slop€
ncluding curing ,with all lead and lift etc., complete as per specification and as
{ira.}6.1 hv thA Fnd;naar
PWD SR 15-15 Page 101 ltemNo 14.8
Basic rat€ 5qm
A.W 10% 33.9!Total Rate Sqm 373.45
72
Providing and filling in foundation with granite broken metal 100mm and down size
and approved sand including hand packing, ramming, watering, including cost of all
materials with all leads and lifts, all labour etc., complete as per specification and as
directed by the engineer incharge of the works.
Page no. 6, as per SR 2015-16 ol
PWD Mangalore circle / ltemNo.2.15
Basic rat€ Cum 20s0.00A.W 107 20s.00
Total Ratr Cum 2 255.0C
T3
Providing and laying in position reinforced cement concrete of design mix M25 withOPC cement@340kgs,with 20mm and down size graded granite metal coarse
aggregate @0.70 cum and fine aggregate @0.47cum, with concrete laind in lavers notexceeding 15 cms thick,vibrated for all works in foundation plinth and ground floorlevel for roof slabs,staircase,lintels,retaining walls, return walls, walls {any thickness)
including attached pilasters, columns, piers, abutments, pillars, posts, struts, includingcost of all materials, labour, HOM of machinery, curing complete as per specifications.
PWD SR 15-16 Page 13 ltem No
4,10
Basic rat( Cum 5583.0tA.W 107 658.3C
Total rate 724t.3(
Karnataka Integrated Urban Water Management investment program
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Providing and fabricating fMfstraightening the bars, cutting, bending, hooking and placing in position, lapping
welding wherever required, tying with binding wire, anchoring to the adjoiningmbers wherever necessary as per approved design and drawings inctuding cost
conveyance of all materials with all leads and lifts, loading and untoading,ur, hire charSes of machineries, T&p, etc. compret€ and alr other incidental it€
works required for successful completion of the work as per approved drai{)cifications and as directed by the Engineer-in_charge. (Laps, hooks, chairs
wastages will not be measured and will not be paid for separaiely.;
SR 15-16 Page No 17 St No
Providingandremoving,centering,shutteringffiform work for foundations, bases of columns/raft,incluaing cost of all materials,
)viding and removing centering, rhuttering@form work for vertical surfaces such as walls of any thickness, ilabs, including SR 15-16 Page No 15 Sl No
v.din8andremoVin8centering,shutterin8,'t'ffiform work for flat surface such as floors, roofs, landings, ialcontes and likes.
hickness upto 200mm including cilst of all materials, labour complete aspeciciation.
PWD SR 15-16 Page No 15 Sl No
KSRB 2.3 : Filling available "*..u.tupto plinth in layers not exceeding 20 cms. ln depth, compacting each deposited layer
by ramming after watering to 95% compaction. including cost of ail rabour comorerFas per specifications. Specification, No KBS 2.9
Page no. 6, as per SR 2015-165of PWD Mangalore circle /no. 2.10
g weep holes in Brick masonry/pt"inlniinr*."0 6ni*te *Jii *itl'90mm outer dia 2kC/ Sqcm, extending through the full width of the structure wilslope of 1V:20H towards drawing force complete as per drwaing and Technicr
5R 15-16 Page No 218 Sl
Less cost of Material ( AC PWD SR 15-16 page No XXt Sl
Add Cosr of PVC 90mm outer dia PWD SR 1s-16 page No Xi-ii;
Providingand raving Firter media *ittr ci@satisfying the requirements laid down in clause 2500.4.2.2 of MORTH specifications toathicknessof notlessthan600mmwithsmallersizetowardsthesoil and biggersizetowards the wall and provided over the entire surface behind the wall surface to thefull height compacted to a firm condition complete as per drawing and Technicspecifications complete as per specifications
PWD SR 15-16 Page No 218 Sl
No 28.13
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