Sor.dws.2010.Softcopy SOR DWS 2010

1. The rate analysis of loading and unloading of various items include stacking.

2.

3.

4.

5.

The cost for carriage will vary depending upon the riding quality in terms of surface of the road.Provision has accordingly been made considering surfaced roads ( Black Top ), unsurfacedgravel roads ( brick soled ) and katcha tracks.

Analysis of carriage of materials is exclusive of the loading, unloading and stacking and thishas to be added as applicable.

Chapter - 1

Loading, Unloading, Carriage of Materials

a. Preamble

The rate analysis of loading and unloading has been given both by manual and mechanicalmeans. Means of loading / unloading appropriate to the work and site is to adopted.

The rate analysis for haulage of materials has been made in terms of tonne - kilometer(t.km)for ease of adoption depending upon the lead in km and load in tonnes.

SOR for DWS works-2010.Tripura Page - 1

Item No. unit Rate

1.1 Loading and unloading of materials by manual means.

i.Cum 56.80

ii.Cum 31.30

iii.Cum 29.90

iv.Cum 25.50

v.No 0.10

vi.No 0.10

vii.t 71.90

viii.t 79.80

ix.t 91.60

x.t 99.60

xi.

t 91.60

xii.

t 95.60

xiii.

t 113.30

xiv.

t 123.50

xv.

t 199.90

Unloading of SCI / CI / DI pipes , valves, specials & fittingsetc. by manual means including a lead upto 50 m

Loading of all kinds of PVC pipes including specials & fittingsetc. by manual means including a lead upto 30 m

Loading of SCI / CI / DI pipes, valves, specials & fittings etc.by manual means including a lead upto 30 m

Loading of bricks by manual means including a lead upto 50m

Unloading and Stacking of Bricks by manual means includinga lead upto 50 m

Loading of cement, paints etc. by manual means including alead upto 50 m

Unloading of cement, paints etc. by manual means including alead upto 50 m

Loading of structural steel, steel Bars, timber etc. by manualmeans including a lead upto 30 m

Unloading of structural steel, steel bars, timber etc. by manualmeans including a lead upto 50 m

Loading of steel pipes like ERW / GI including specials &fittings etc. by manual means including a lead upto 30 m

Loading, Unloading, Carriage of Materials

Unloading of steel pipes like ERW / GI including specials &fittings etc. by manual means including a lead upto 50 m

Loading of earth, sand etc. by manual means within a leadupto 50 m.

Unloading of stone aggregate, brick aggregate, gravel etc. bymanual means within a lead upto 50 m.

Unloading of Earth, Sand by manual means including a leadupto 50 m.

Brief Description of item

Loading of stone aggregate, brick aggregate, gravel etc. bymanual means within a lead upto 50 m.

Chapter - 1


Item No. unit Rate

xvi.

t 210.00

xvii.

t 117.90

xviii.

t 124.10

xix.t 82.00

xx.t 96.00

1.2 Haulage of materials by mechanical means excluding Loading & Unloading

i. Surfaced Road t.km. 2.30

ii. Unsurfaced Gravel Road t.km. 2.90

iii.t.km. 4.90

Katcha Track and Track in River Bed / Nallah Bed and ChoeBed


Unloading of all kinds of PVC pipes including specials &fittings etc. by manual means including a lead upto 50 m

Loading of all kinds of brass (including alloys) pipes, valves,specials & fittings etc. by manual means including a lead upto30 m

Unloading of all kinds of brass (including alloys) pipes, valves,specials & fittings etc. by manual means including a lead upto50 m

Loading of RCC pipes, collars, specials & fittings etc. bymanual means including a lead upto 30 m

Unloading of RCC pipes, collars, specials & fittings etc. bymanual means including a lead upto 50 m


Item No. unit Rate in Rs.

2.1

A. Class - 3 ( working pressure 6.0 kg / cm2)

i. 90 mm OD Metre 151.90

ii. 110 mm OD Metre 219.40

iii. 140 mm OD Metre 367.00

B. Class - 5 ( working pressure 10.0 kg / cm2)


2.2

i. 90 mm dia No. 198.50

ii. 110 mm dia No. 249.10

iii. 140 mm dia No. 329.90

iv. 160 mm dia No. 865.50

2.3

i. 90 mm dia No. 84.50

ii. 110 mm dia No. 108.90

iii. 140 mm dia No. 168.80

iv. 160 mm dia No. 286.80

Chapter - 2

Providing, fixing and laying rigid UPVC pipes conforming to IS :4985 jointing with couplers, of same class conforming to IS : 10124( Pt-II ) with solvent cement conforming to IS : 14182 includingtesting of joints complete ( but excluding the cost of specials likebend, tees etc. which will be paid separately ) as per chapter 20 ofCPWD specification and direction of the Engineer - in - charge.

Providing, fixing and laying fabricated UPVC bend of requireddegree conforming to IS : 10124 ( part 8 / 9 / 10 / 11 / 12 / 13 ) withsolvent cement conforming to IS : 14182 including testing of jointscomplete as per chapter 20 of CPWD specification and direction ofthe Engineer - in - charge.

Providing, fixing and laying fabricated UPVC end cap conforming toIS : 10124 ( Part 4 ) with solvent cement conforming to IS : 14182including testing of joints complete as per chapter 20 of CPWDspecification and direction of the Engineer - in - charge.

Water SupplyBrief Description of item



2.4

i. 90 x 90 mm dia No. 236.90

ii. 110 x 110 mm dia No. 401.30

iii. 140 x 140 mm dia No. 581.10

iv. 160 x 160 mm dia No. 706.50

2.5

i. 110 x 90 mm dia No. 216.50

ii. 140 x 110 mm dia No. 297.00

iii. 140 x 90 mm dia No. 272.10

iv. 160 x 140 mm dia No. 489.50

2.6

i. 90 mm dia No. 261.30

ii. 110 mm dia No. 362.50

iii. 140 mm dia No. 501.50

iv. 160 mm dia No. 659.10

2.7

i. 90 mm dia No. 290.40

ii. 110 mm dia No. 391.60

Providing, fixing and laying flanged fabricated UPVC tailpiece withMS flange ( 8 mm thick ) conforming to IS : 10124 ( Part 6 ) withsolvent cement conforming to IS : 14182 including testing of jointscomplete as per chapter 20 of CPWD specification and direction ofthe Engineer - in - charge.

Providing, fixing and laying flanged fabricated UPVC tailpiececonforming to IS : 10124 ( Part 6 ) with G.I. flange ( 8 mm thick )with solvent cement conforming to IS - 14182 including testing ofjoints complete as per chapter 20 of CPWD specification anddirection of the Engineer - in - charge.


Providing, fixing and laying fabricated UPVC equal tee conformingto IS : 10124 ( Part 5 ) with solvent cement conforming to IS :14182 including testing of joints complete as per chapter 20 ofCPWD specification and direction of the Engineer - in - charge.

Providing, fixing and laying fabricated UPVC straight reducerconforming to IS : 10124 ( Part 3 ) with solvent cement conformingto IS : 14182 including testing of joints complete as per chapter 20of CPWD specification and direction of the Engineer - in - charge.



iii. 140 mm dia No. 530.50

iv. 160 mm dia No. 688.10

2.8

i. 16 mm OD pipe Metre 153.50

ii. 20 mm OD pipe Metre 184.60

iii. 25 mm OD pipe Metre 232.70

iv. 32 mm OD pipe Metre 309.40

v. 40 mm OD pipe Metre 406.40

vi. 50 mm OD pipe Metre 526.20

2.9

Metre 45.70

2.10

A.




Providing and fixing Polyethelene-Aluminium-Polyethelene ( PE-AL-PE ) Composite Pressure Pipes conforming to IS - 15450 U.V.stabilised with carbon black having thermal stability for hot & coldwater supply, capable to withstand temperature upto 80 degree Cincluding all special fittings of composite material ( engineeringplastic blend and brass inserts wherever required ) e.g. elbows,tees, reducers, couples & connectors etc, with clamps at 1.00metre spacing, this includes testing of joints complete as perchapter 20 of CPWD specification and direction of the Engineer - in- charge. Internal work - Exposed on wall

Concealed work including cutting chases and making goodthe wall etc.

Making chases upto 75 x 75 mm in walls including making goodand finishing with matching surface, after housing the specifiedpipes with necessary fittings etc. as per chapter 20 of CPWDspecification and direction of the Engineer - in - charge.

Providing and fixing Polyethelene - Aluminium -Polyethelene ( PE -AL - PE ) Composite Pressure Pipes conforming to IS - 15450U.V. stabilised with carbon black having thermal stability for hot &cold water supply, capable to withstand temperature upto 80degree C including all special fittings of composite material (engineering plastic blend and brass inserts wherever required ) e.g.elbows, tees, reducers, couplers & connectors etc. with clamps at1.00 metre spacing. This includes the costs of cutting chases andtesting of joints complete as per chapter 20 of CPWD specificationand direction of the Engineer - in - charge.





2.11

A. External work.





v. 40 mm OD pipe Metre 382.70

vi. 50 mm OD pipe Metre 502.50

2.12

A. Internal work-exposed on wall

i. PN-16 Pipe, 16 mm OD Metre 75.80

ii. PN-16 pipe, 20 mm OD Metre 102.00

iii. PN - 16 Pipe, 25 mm OD Metre 142.80

iv. PN-16 Pipe, 32 mm OD Metre 215.00

v. PN-16 Pipe, 40 mm OD Metre 326.60

vi. PN-16 Pipe, 50 mm OD Metre 453.50


Providing and fixing Polyethelene - Aluminium -Polyethelene ( PE -AL - PE ) Composite Pressure Pipes conforming to IS - 15450 -2004 U.V. stabilised with carbon black having thermal stability forhot & cold water supply, capable to withstand temperature upto 80degree C including all special fittings of composite material (engineering plastic blend and brass inserts wherever required ) e.g.elbows, tees, reducers, couples & connectors etc, with trenching,refilling and testing of joints complete as per chapter 20 of CPWDspecification and direction of the Engineer - in - charge.

Providing and fixing 3 layer PP - R ( Poly propylene Randomcopolymer ) pipes SDR 7.4 UV stabilised & anti-microbial fusionwelded, having thermal stability for hot & cold water supplyincluding all PP - R plain & brass threaded polypropylene randomfittings i/c fixing the pipe with clamps at 1.00 m spacing. Thisincludes testing of joints complete as per chapter 20 of CPWDspecification and direction of the Engineer - in - charge.



2.13

A.


ii. PN-16 pipe, 20 mm OD Metre 144.70

iii. PN - 16 Pipe, 25 mm OD Metre 182.50


2.14

A. External Work


ii. PN-16 Pipe, 20 mm OD Metre 93.50

iii. PN-16 Pipe, 25 mm OD Metre 133.70


v. PN-16 Pipe, 40 mm OD Metre 303.00

vi. PN-16 Pipe, 50 mm OD Metre 429.80

vii. PN-16 Pipe, 63 mm OD Metre 659.20

viii. PN - 16 Pipe, 75 mm OD Metre 932.40

ix. PN-16 Pipe, 90 mm OD Metre 1,476.40

x. PN-10 Pipe, 110 mm OD(SDR-11) Metre 1,545.90

xi. PN-10 Pipe, 160 mm OD(SDR-11) Metre 3,231.30

Concealed work including cutting chases and making goodthe walls etc.

Providing and fixing 3 layer PP - R ( Poly propylene Randomcopolymer ) pipes SDR 7.4 UV stabilised 7 & anti - microbial fusionwelded , having thermal stability for hot & cold water supplyincluding all PP - R & brass threaded polypropylene random fittingsincluding trenching. refilling & testing of joints complete as perchapter 20 of CPWD specification and direction of the Engineer - in- charge.


Providing and fixing 3 layer PP - R ( Poly propylene Randomcopolymer ) pipes SDR 7.4 UV stabilised & anti-microbial fusionwelded, having thermal stability for hot & cold water supplyincluding all PP - R plain & brass threaded polypropylene randomfittings including fixing the pipe with clamps at 1.00 m spacing.This includes the cost of cutting chases and making good thesame including testing of joints complete as per chapter 20 ofCPWD specification and direction of the Engineer - in - charge.



2.15

A. Internal work Exposed on wall

i. 15 mm nominal outer dia Pipes. Metre 103.70

ii. 20 mm nominal outer dia. Pipes. Metre 122.20

iii. 25 mm nominal outer dia. Pipes Metre 158.00

iv. 32 mm nominal outer dia. Pipes Metre 205.20

v. 40 mm nominal outer dia. Pipes Metre 286.80

vi. 50 mm nominal outer dia. Pipes Metre 434.40

2.16

A.



iii. 25 mm nominal outer dia. Pipes Metre 197.70

iv. 32 mm nominal outer dia. Pipes Metre 239.70

2.17Providing and fixing Chlorinated Polyvinyl Chloride ( CPVC ) pipes,having thermal stability for hot & cold water supply including allCPVC plain & brass threaded fittings, this included jointing of pipes& fittings with one step CPVC solvent cement, trenching. refilling & testing of joints complete as per chapter 20 of CPWD specificationand direction of the Engineer - in - charge.

Providing and fixing Chlorinated Polyvinyl Chloride ( CPVC ) pipes,having thermal stability for hot & cold water supply including allCPVC plain & brass threaded fittings including fixing the pipe withclamps at 1.00 m spacing. This includes jointing of pipes & fittingswith one step CPVC solvent cement and the cost of cuttingchases and making good the same including testing of jointscomplete as per chapter 20 of CPWD specification and direction ofthe Engineer - in - charge.

Concealed work including cutting chases and making goodthe walls etc.


Providing and fixing Chlorinated Polyvinyl Chloride ( CPVC ) pipes,having thermal stability for hot & cold water supply including allCPVC plain & brass threaded fittings including fixing the pipe withclamps at 1.00 m spacing. This includes jointing of pipes & fittingswith one step CPVC solvent cement and testing of joints completeas per chapter 20 of CPWD specification and direction of theEngineer - in - charge.



A. External work



iii. 25 mm nominal outer dia. Pipes. Metre 148.90

iv. 32 mm nominal outer dia. Pipes. Metre 190.90

v. 40 mm nominal outer dia. Pipes. Metre 263.10

vi. 50 mm nominal outer dia. Pipes. Metre 410.80

vii. 62.50 mm nominal inner dia. Pipes. Metre 565.90

viii. 75 mm nominal inner dia. Pipes. Metre 775.80

ix. 100 mm nominal inner dia. Pipes. Metre 1,036.80 x. 150 mm nominal inner dia. Pipes. Metre 1,359.00

2.18

A. Internal work - Exposed on wall.

i. 15 mm dia. nominal bore Metre 119.90

ii. 20 mm dia. nominal bore Metre 151.90

iii. 25 mm dia. nominal bore Metre 203.10

iv. 32 mm dia. nominal bore Metre 250.00

v. 40 mm dia. nominal bore Metre 297.50

vi. 50 mm dia. nominal bore Metre 386.20

2.19





Providing and fixing G.I. pipes of medim class as per IS : 1239 withlatest amendment complete with G.I. fittings and clamps, includingcutting and making good the walls etc. complete as per chapter 20of CPWD specification and direction of the Engineer - in - charge.

Painting G.I. Pipes and fittings with two or more coats of anti -corrosive bitumastic paint of approved quality as per chapter 20 ofCPWD specification and direction of the Engineer - in - charge.






vii. 65 mm dia. nominal bore Metre 7.20

viii. 80 mm dia. nominal bore Metre 8.50

2.20

A.



2.21

A. External work.









ix. 100 mm dia. nominal bore Metre 657.60

x. 125 mm dia. nominal bore Metre 836.70

xi. 150 mm dia. nominal bore Metre 986.40

Concealed pipe including painting with anti corrosivebitumastic paint, cutting chases and making good the wall.

Providing and fixing G.I. pipes medim class as per IS : 1239 withlatest amendment complete with G.I. fittings including trenchingand refilling, cutting and making good the walls etc. complete asper chapter 20 of CPWD specification and direction of the Engineer- in - charge.


Providing and fixing G.I. pipes medim class as per IS : 1239 withlatest amendment complete with G.I. fittings and clamps, includingcutting and making good the walls etc. complete as per chapter 20of CPWD specification and direction of the Engineer - in - charge.



2.22

A. External work.









ix. 100 mm dia. nominal bore Metre 811.40

x. 125 mm dia. nominal bore Metre 1,036.10

xi. 150 mm dia. nominal bore Metre 1,223.30

2.23

i. 25 mm to 40 mm dia. nominal bore No. 302.60

ii. 50 mm to 80 mm dia. nominal bore No. 534.00

2.24

i. 15 mm nominal bore No 186.10

ii. 20 mm nominal bore No 232.50

2.25


Providing and fixing brass stop cock conforming to IS : 781 as perchapter 20 of CPWD specification and direction of the Engineer - in- charge.


Providing and fixing G.I. pipes of Heavy class as per IS : 1239 withlatest amendment complete with G.I. fittings including trenchingand refilling, cutting and making good the walls etc. complete asper chapter 20 of CPWD specification and direction of the Engineer- in - charge.

Making connection of G.I. distribution branch with G.I. main offollowing sizes by providing and fixing tee, including cutting &threading the pipe etc. complete as per chapter 20 of CPWDspecification and direction of the Engineer - in - charge.

Providing and fixing brass bib cock conforming to IS : 781 as perchapter 20 of CPWD specification and direction of the Engineer - in- charge.




2.26


ii. 32 mm nominal bore No 1,044.50

iii. 40 mm nominal bore No 1,306.20

iv. 50 mm nominal bore No 2,029.80

v. 65 mm nominal bore No 3,447.60

vi. 80 mm nominal bore No 5,059.80

2.27

A. High or low pressure with plastic floats.



iii. 25 mm nominal bore No 249.50

2.28

A. Horizontal.




iv. 50 mm nominal bore No 935.00



B. Vertical



Providing and fixing gun metal gate valve with C.I. wheel (screwedend) conforming to IS : 778 as per chapter 20 of CPWDspecification and direction of the Engineer - in - charge.

Providing and fixing ball valve ( brass) of conforming to IS : 1703,9762 as per chapter 20 of CPWD specification and direction of theEngineer - in - charge.

Providing and fixing gun metal non-return valve (screwed end)conforming to IS : 778 as per chapter 20 of CPWD specificationand direction of the Engineer - in - charge.








2.29

i. 80 mm nominal bore No 2,906.50

ii. 100 mm nominal bore No 3,881.90

iii. 125 mm nominal bore No 4,847.90




vii. 300 mm nominal bore No 26,212.00

viii. 350 mm nominal bore No 31,640.20

ix. 400 mm nominal bore No 37,565.80

x. 450 mm nominal bore No 42,504.20

xi. 500 mm nominal bore No 47,444.50

2.30



iii. 20 mm nominal bore No. 248.70

iv. 25 mm nominal bore No. 250.70

2.31 Charges for fixing brass ferrule with C.I. mouth cover includingboring and tapping the main, ( excluding the cost of ferrule )complete as per chapter 20 of CPWD specification and direction ofthe Engineer - in - charge.


Providing and fixing C.I. non-return valve of approved quality asper chapter 20 of CPWD specification and direction of the Engineer- in - charge.

Providing and fixing brass ferrule with C.I. cover conforming to IS :2692 including boring and tapping the main as per chapter 20 ofCPWD specification and direction of the Engineer - in - charge.




ii. 15 mm nominal bore No. 45.50

iii. 20 mm nominal bore No. 57.70

iv. 25 mm nominal bore No. 68.70

2.32

A. 30 cm length

i. 15 mm nominal bore No. 46.20


B. 45 cm length

i. 15 mm nominal bore No. 56.40


2.33

i. 100 mm diameter No. 49.00

ii. 150 mm diameter No. 66.60

2.34

t 559.90

2.35

t 1,050.90

2.36

t 735.60

2.37

i. Upto 300 mm dia. t 36,592.80


Charges for laying in position S & S or flanged C.I. / D.I. pipes (excluding cost of pipe ) complete as per chapter 20 of CPWDspecification and direction of the Engineer - in - charge.

Charges for laying in position S & S or flanged C.I. special suchtees, bends, collars, tapers and caps etc. ( excluding cost ofspecials ) complete as per chapter 20 of CPWD specification anddirection of the Engineer - in - charge.

Charges for laying in position S & S or flanged D.I. special suchtees, bends, collars, tapers and caps etc. ( excluding cost ofspecials ) as per chapter 20 of CPWD specification and direction ofthe Engineer - in - charge.

Providing and laying S & S C.I. standard specials such as tees,bends, collars, tapers, caps etc. ( Heavy class ) as per chapter 20of CPWD specification and direction of the Engineer - in - charge.

Providing and fixing unplasticised PVC connection pipe with brassunions as per chapter 20 of CPWD specification and direction ofthe Engineer - in - charge.

Providing and fixing C.P. brass shower rose with 15 or 20 mm inletas per chapter 20 of CPWD specification and direction of theEngineer - in - charge.



ii. Over 300 mm dia. t 39,480.30

2.38

i. Upto 300 mm dia. t 65,026.30

ii. Over 300 mm dia.. t 71,720.10

2.39

i. 80 mm dia. pipe. Metre 711.60

ii. 100 mm dia. pipe. Metre 935.60

iii. 125 mm dia. pipe. Metre 1,144.60

iv. 150 mm dia. pipe. Metre 1,352.60

v. 200 mm dia. pipe. Metre 1,880.10

vi. 250 mm dia. pipe. Metre 2,671.00

vii. 300 mm dia. pipe. Metre 3,550.10

viii. 350 mm dia. pipe. Metre 4,378.50

ix. 400 mm dia. pipe. Metre 5,363.20

x. 450 mm dia. pipe. Metre 6,417.20

xi. 500 mm dia. pipe. Metre 7,816.20

xii. 600 mm dia. pipe. Metre 10,326.60

2.40

i. 80 mm dia Joints 84.50

ii. 100 mm dia Joints 93.00

iii. 125 mm dia. Joints 135.10

iv. 150 mm dia. Joints 138.80


Providing and laying flanged C.I. standard specials such as tees,bends, collars, tapers, caps etc. suitable for flanged jointing as perIS : 1538 as per chapter 20 of CPWD specification and direction ofthe Engineer - in - charge.

Providing and laying S & S centrifugally cast ( spun ) iron pipes (Class L A ) conforming to IS : 1536. as per chapter 20 of CPWDspecification and direction of the Engineer - in - charge.

Providing lead caulked joints to spun iron or C.I. pipes and specialsincluding testing of joints but excluding the cost of pig lead as perchapter 20 of CPWD specification and direction of the Engineer - in- charge.



v. 200 mm dia. Joints 184.20

vi. 250 mm dia. Joints 230.00

vii. 300 mm dia. Joints 277.90

viii. 350 mm dia. Joints 288.40

ix. 400 mm dia. Joints 375.00

x. 450 mm dia. Joints 419.00

xi. 500 mm dia. Joints 443.90

xii. 600 mm dia. Joints 596.40

2.41

kg 134.70

2.42


ii. 100 mm dia. Joints 137.40

iii. 125 mm dia. Joints 148.20

iv 150 mm dia Joints 192.00

v. 200 mm dia Joints 208.70

vi. 250 mm dia Joints 305.40

vii. 300 mm dia Joints 317.20

viii. 350 mm dia Joints 427.90

ix. 400 mm dia. Joints 719.20

x. 450 mm dia. Joints 896.60

xi. 500 mm dia. Joints 585.20

xii. 600 mm dia. Joints 1,121.40

2.43

Providing flanged joints to double flanged C.I / D.I. pipes andspecial including testing of joints as per chapter 20 of CPWDspecification and direction of the Engineer - in - charge.

Providing and fixing C.I. sluice valves ( with cap ) complete withbolts, nuts, rubber insertions etc. ( the tail pieces if required will bepaid separately ) as per chapter 20 of CPWD specification anddirection of the Engineer - in - charge.


Providing and Supplying of pig lead conforming to IS : 782 at site ofwork as per chapter 20 of CPWD specification and direction of theEngineer - in - charge.



i. 80 mm dia.

A. PN - 1.6 No. 2,351.20

B. PN - 1.0 No. 2,248.90

ii. 100 mm dia.

A. PN - 1.6 No. 3,333.00

B. PN - 1.0 No. 3,140.30

iii. 125 mm dia.

A. PN - 1.6 No. 4,122.10

B. PN - 1.0 No. 3,806.40

iv. 150 mm dia.

A. PN - 1.6 No. 4,971.10

B. PN - 1.0 No. 4,904.10

v. 200 mm dia.

A. PN - 1.6 No. 8,300.70

B. PN - 1.0 No. 7,942.70

vi. 250 mm dia.

A. PN - 1.6 No. 12,779.50

B. PN - 1.0 No. 12,743.60

vii. 300 mm dia.

A. PN - 1.6 No. 16,303.60

B. PN - 1.0 No. 15,046.70

viii. 350 mm dia.

A. PN - 1.6 No. 23,012.70

B. PN - 1.0 No. 22,172.40

ix. 400 mm dia.

A. PN - 1.6 No. 31,457.60

B. PN - 1.0 No. 31,271.30




x. 450 mm dia.

A. PN - 1.6 No. 43,297.90

B. PN - 1.0 No. 39,600.00

xi. 500 mm dia.

A. PN - 1.6 No. 52,859.70

B. PN - 1.0 No. 51,437.50

2.44

i. 80 mm dia.

A. PN - 1.6 No. 226.00

B. PN - 1.0 No. 212.20

ii. 100 mm dia.

A. PN - 1.6 No. 363.70

B. PN - 1.0 No. 349.30

iii. 125 mm dia.

A. PN - 1.6 No. 405.30

B. PN - 1.0 No. 389.70

iv. 150 mm dia.

A. PN - 1.6 No. 519.40

B. PN - 1.0 No. 504.20

v. 200 mm dia.

A. PN - 1.6 No. 652.10

B. PN - 1.0 No. 618.30

vi. 250 mm dia.

A. PN - 1.6 No. 963.20

B. PN - 1.0 No. 918.10


Charges for fixing C.I. sluice valves with cap complete with bolts,nuts, rubber insertions etc. ( the tail pieces if required will be paidseparately ) as per chapter 20 of CPWD specification and directionof the Engineer - in - charge.



vii. 300 mm dia.

A. PN - 1.6 No. 1,105.20

B. PN - 1.0 No. 1,029.30

viii. 350 mm dia.

A. PN - 1.6 No. 1,467.40

B. PN - 1.0 No. 1,393.10

ix. 400 mm dia.

A. PN - 1.6 No. 2,208.50

B. PN - 1.0 No. 2,134.90

x. 450 mm dia.

A. PN - 1.6 No. 2,759.20

B. PN - 1.0 No. 2,654.00

xi. 500 mm dia.

A. PN - 1.6 No. 2,329.90

B. PN - 1.0 No. 2,255.50

2.45

A. With 1st class bricks. No. 1,868.40

B. With 2nd class bricks. No. 1,783.30


Constructing masonry Chamber 300 x 300 x 500 mm, inside withbrick work in cement mortar 1:4 ( 1 cement: 4 fine sand ) for stopcock, with C. I. surface box 100 x 100 x 75 mm ( inside ) withhinged cover fixed in cement concrete slab 1:2:4 mix ( 1 cement: 2fine sand : 4 graded stone aggregate 20 mm nominal size )necessary excavation including refilling as necessary, foundationconcrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stoneaggregate 40 mm nominal size ) and inside plastering with cementmortar 1:3 ( 1 cement : 3 fine sand ) 12 mm thick finished with afloating coat of neat cement complete as per standard design ,CPWD specification and direction of the Engineer-in-charge.



2.46

A. With First class bricks. No. 5,552.20


2.47



2.48



Constructing masonry Chamber 120 x 120 x 100 cm, inside withbrick work in cement mortar 1 : 4 ( 1 cement : 4 fine sand ) forsluice valve, with C.I. surface box 100 mm top diameter, 160 mmbottom diameter and 180 mm deep ( inside ) with chained lid andRCC top slab 1 : 2 : 4 mix ( 1 cement : 2 fine sand : 4 gradedstone aggregate 20 mm nominal size ) necessary excavationfoundation concrete 1 : 5 : 10 ( 1 cement : 5 fine sand : 10 gradedstone aggregate 40 mm nominal size ) and inside plastering withcement mortar 1 : 3 ( 1 cement : 3 fine sand ) 12 mm thick finishedwith a floating coat of neat cement complete as per standarddesign, CPWD specification and direction of the Engineer - in -charge.


Constructing masonry Chamber 60 x 60 x 75 cm, inside with brickwork in cement mortar 1 : 4 ( 1 cement : 4 fine sand ) for sluicevalve, with C.I. surface box 100 mm top diameter, 160 mm bottomdiameter and 180 mm deep ( inside ) with chained lid and RCC topslab 1 : 2 : 4 mix ( 1 cement : 2 fine sand : 4 graded stoneaggregate 20 mm nominal size ) necessary excavation foundationconcrete 1 : 5 : 10 ( 1 cement : 5 fine sand : 10 graded stoneaggregate 40 mm nominal size ) and inside plastering with cementmortar 1 : 3 ( 1 cement : 3 fine sand ) 12 mm thick finished with afloating coat of neat cement complete as per standard design,CPWD specification and direction of the Engineer - in - charge.

Constructing masonry Chamber 90 x 90 x 100 cm, inside with brickwork in cement mortar 1 : 4 ( 1 cement : 4 fine sand ) for sluicevalve, with C.I. surface box 100 mm top diameter, 160 mm bottomdiameter and 180 mm deep ( inside ) with chained lid and RCC topslab 1 : 2 : 4 mix ( 1 cement : 2 fine sand : 4 graded stoneaggregate 20 mm nominal size ) necessary excavation foundationconcrete 1 : 5 : 10 ( 1 cement : 5 fine sand : 10 graded stoneaggregate 40 mm nominal size ) and inside plastering with cementmortar 1 : 3 ( 1 cement : 3 fine sand ) 12 mm thick finished with afloating coat of neat cement complete as per standard design,CPWD specification and direction of the Engineer - in - charge.



2.49



2.50



2.51




Constructing masonry Chamber 300 x 300 x 500 mm, inside withbrick work in cement mortar 1:4 ( 1 cement: 4 fine sand ) for stopcock, with C. I. surface box 100 x 100 x 75 mm ( inside ) withhinged cover fixed in cement concrete slab 1:2:4 mix ( 1 cement: 2fine sand : 4 brick aggregate 1st class 20 mm nominal size )necessary excavation including refilling as necessary, foundationconcrete 1:5:10 ( 1 cement : 5 fine sand : 10 brick aggregate 1stclass 40 mm nominal size ) and inside plastering with cementmortar 1:3 ( 1 cement : 3 fine sand ) 12 mm thick finished with afloating coat of neat cement complete as per standard design ,CPWD specification and direction of the Engineer-in-charge.

Constructing masonry Chamber 60 x 60 x 75 cm, inside with brickwork in cement mortar 1 : 4 ( 1 cement : 4 fine sand ) for firehydrants, with C.I. surface box 350 x 350 mm top and 165 mmdeep ( inside ) with chained lid and RCC top slab 1 : 2 : 4 mix ( 1cement : 2 fine sand : 4 graded stone aggregate 20 mm nominalsize ) necessary excavation foundation concrete 1 : 5 : 10 ( 1cement : 5 fine sand : 10 graded stone aggregate 40 mm nominalsize ) and inside plastering with cement mortar 1 : 3 ( 1 cement : 3fine sand ) 12 mm thick finished with a floating coat of neat cementcomplete as per standard design, CPWD specification and directionof the Engineer - in - charge.

Constructing masonry Chamber 60 x 45 x 50 cm, inside with brickwork in cement mortar 1 : 4 ( 1 cement : 4 fine sand ) for watermeter complete with C.I. double flap surface box 400 x 200 x 200mm ( inside ) with locking arrangement and RCC top slab 1 : 2 : 4mix ( 1 cement : 2 fine sand : 4 graded stone aggregate 20 mmnominal size ) necessary excavation foundation concrete 1 : 5 : 10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominalsize ) and inside plastering with cement mortar 1 : 3 ( 1 cement : 3fine sand ) 12 mm thick finished with a floating coat of neat cementcomplete as per standard design, CPWD specification and directionof the Engineer - in - charge.



2.52

A. With First class bricks. No. 5,395.90


2.53



2.54




Constructing masonry Chamber 60 x 60 x 75 cm, inside with brickwork in cement mortar 1 : 4 ( 1 cement : 4 fine sand ) for sluicevalve, with C.I. surface box 100 mm top diameter, 160 mm bottomdiameter and 180 mm deep ( inside ) with chained lid and RCC topslab 1 : 2 : 4 mix ( 1 cement : 2 fine sand : 4 brick aggregate 1stclass 20 mm nominal size ) necessary excavation foundationconcrete 1 : 5 : 10 ( 1 cement : 5 fine sand : 10 brick aggregate 1stclass 40 mm nominal size ) and inside plastering with cementmortar 1 : 3 ( 1 cement : 3 fine sand ) 12 mm thick finished with afloating coat of neat cement complete as per standard design,CPWD specification and direction of the Engineer - in - charge.

Constructing masonry Chamber 90 x 90 x 100 cm, inside with brickwork in cement mortar 1 : 4 ( 1 cement : 4 fine sand ) for sluicevalve, with C.I. surface box 100 mm top diameter, 160 mm bottomdiameter and 180 mm deep ( inside ) with chained lid and RCC topslab 1 : 2 : 4 mix ( 1 cement : 2 fine sand : 4 brick aggregate 1stclass 20 mm nominal size ) necessary excavation foundationconcrete 1 : 5 : 10 ( 1 cement : 5 fine sand : 10 brick aggregate 1stclass 40 mm nominal size ) and inside plastering with cementmortar 1 : 3 ( 1 cement : 3 fine sand ) 12 mm thick finished with afloating coat of neat cement complete as per standard design,CPWD specification and direction of the Engineer - in - charge.

Constructing masonry Chamber 120 x 120 x 100 cm, inside withbrick work in cement mortar 1 : 4 ( 1 cement : 4 fine sand ) forsluice valve, with C.I. surface box 100 mm top diameter, 160 mmbottom diameter and 180 mm deep ( inside ) with chained lid andRCC top slab 1 : 2 : 4 mix ( 1 cement : 2 fine sand : 4 brickaggregate 1st class 20 mm nominal size ) necessary excavationfoundation concrete 1 : 5 : 10 ( 1 cement : 5 fine sand : 10 brickaggregate 1st class 40 mm nominal size ) and inside plastering withcement mortar 1 : 3 ( 1 cement : 3 fine sand ) 12 mm thick finishedwith a floating coat of neat cement complete as per standarddesign, CPWD specification and direction of the Engineer - in -charge.



2.55



2.56



2.57








Constructing masonry Chamber 60 x 60 x 75 cm, inside with brickwork in cement mortar 1 : 4 ( 1 cement : 4 fine sand ) for firehydrants, with C.I. surface box 350 x 350 mm top and 165 mmdeep ( inside ) with chained lid and RCC top slab 1 : 2 : 4 mix ( 1cement : 2 fine sand : 4 brick aggregate 1st class 20 mm nominalsize ) necessary excavation foundation concrete 1 : 5 : 10 ( 1cement : 5 fine sand : 10 brick aggregate 1st class 40 mm nominalsize ) and inside plastering with cement mortar 1 : 3 ( 1 cement : 3fine sand ) 12 mm thick finished with a floating coat of neat cementcomplete as per standard design, CPWD specification and directionof the Engineer - in - charge.

Constructing masonry Chamber 60 x 45 x 50 cm, inside with brickwork in cement mortar 1 : 4 ( 1 cement : 4 fine sand ) for watermeter complete with C.I. double flap surface box 400 x 200 x 200mm ( inside ) with locking arrangement and RCC top slab 1 : 2 : 4mix ( 1 cement : 2 fine sand : 4 brick aggregate 1st class 20 mmnominal size ) necessary excavation foundation concrete 1 : 5 : 10 (1 cement : 5 fine sand : 10 brick aggregate 1st class 40 mmnominal size ) and inside plastering with cement mortar 1 : 3 ( 1cement : 3 fine sand ) 12 mm thick finished with a floating coat ofneat cement complete as per standard design, CPWD specificationand direction of the Engineer - in - charge.

Painting G.I. Pipes and fittings with synthetic enamel paint over aready mixed priming coat, both of approved quality for new work asper CPWD specification and direction of the Enginner - in - charge.





2.58









2.59





v. 40 mm diameter pipe Metre 32.80

vi. 50 mm diameter pipe Metre 33.70

vii. 65 mm diameter pipe Metre 34.90

viii. 80 mm diameter pipe Metre 35.60

ix. 100 mm diameter pipe Metre 36.90

x. 150 mm diameter pipe Metre 38.50

2.60


Boring with 100 mm diameter casing pipe for hand pump / tube wellin all soils except ordinary hard rocks requiring blasting includingremoving the casing pipe after the hand pipe / tube well is loweredand tested as per chapter 20 of CPWD specification and directionof the Engineer - in - charge.

Repainting G.I. Pipes and fittings with synthetic enamel paint ofapproved quality as per CPWD specification and direction of theEnginner - in - charge.

Providing and filling local sand alround the G.I. pipes in externalworks as per CPWD specification and direction of the Enginner - in -charge.



i. Upto 6 metres depth Metre 161.40

ii. Beyond 6m and upto 12 m depth Metre 191.50

iii. Beyond 12m and upto 18 m depth Metre 223.00

2.61

Metre 1,579.60

2.62

Metre 263.60

2.63

i. 15 mm nominal bore. No. 346.10

2.64


2.65


2.66


2.67

i. 15 mm nominal bore.

86 mm long,weighing not less than 88 gms. No. 154.00

ii. 15 mm nominal bore.

Providing and fixing C.P. brass stop cock ( concealed ) of standarddesign and of approved make conforming to IS : 8931 as perchapter 20 of CPWD specification and direction of the Engineer - in- charge.

Providing and fixing C.P. brass angle valve for basin mixer andgeyser points of approved quality conforming to IS : 8931 as perchapter 20 of CPWD specification and direction of the Engineer - in- charge.


Providing and placing the position 40 mm diameter brass strainer ofapproved quality as per chapter 20 of CPWD specification anddirection of the Engineer - in - charge.

Providing and fixing to filter and lowering to proper levels 40 mmG.I. pipe for tube well including cleaning and priming the tube wellas per chapter 20 of CPWD specification and direction of theEngineer - in - charge.

Providing and fixing PTMT bib cock of approved quality and colouras per chapter 20 of CPWD specification and direction of theEngineer - in - charge.

Providing and fixing C.P. brass long nose bib cock of approvedquality conforming to IS standard and weighing not less than 810gms as per chapter 20 of CPWD specification and direction of theEngineer - in - charge.

Providing and fixing C.P. brass long body bib cock of approvedquality conforming to IS standards and weighing not less than 690gmsas per chapter 20 of CPWD specification and direction of theEngineer - in - charge.




iii. 15 mm nominal bore.


iv. 15 mm nominal bore,

90 mm long, weighing not less than 93 grams No. 174.80

2.68


86 mm long, weighing not less than 88 gms. No. 154.00



iii. 15 mm nominal bore. Concealed


2.69




125 mm long foam flow, weighing not less than 120 gms. No. 337.70

2.70

i. 15 mm nominal bore,

98 mm long , weighing not less than 75 grams. No. 145.20

ii. 15 mm nominal bore,

80 mm long , weighing not less than 46 grams. No. 122.90

2.71

Providing and fixing PTMT push cock of approved quality andcolour as per chapter 20 of CPWD specification and direction of theEngineer - in - charge.

Providing and fixing PTMT grating of approved quality and colouras per chapter 20 of CPWD specification and direction of theEngineer - in - charge.

Providing and fixing PTMT stop cock of approved quality andcolour as per chapter 20 of CPWD specification and direction of theEngineer - in - charge.

Providing and fixing PTMT pillar cock of approved quality andcolour as per chapter 20 of CPWD specification and direction of theEngineer - in - charge.




A. Circular type.

i. 100 mm nominal dia No. 48.40

ii. 125 mm nominal dia with 25 mm waste hole No. 57.30

B. Rectangular type with openable circle lid.

i.No. 137.30

2.72

i. 50 mm dia No. 3,092.90

ii. 80 mm dia No. 4,509.90

iii. 100 mm dia No. 5,870.70

iv. 125 mm dia No. 6,822.30

v. 150 mm dia No. 7,806.90

vi. 200 mm dia No. 8,659.90

vii. 250 mm dia No. 9,825.20

viii. 300 mm dia No. 10,394.50

ix. 350 mm dia No. 11,202.10

x. 400 mm dia No. 12,085.80

xi. 450 mm dia No. 12,948.50

xii. 500 mm dia No. 13,426.90

2.73

i. 80 mm dia Nominal bore No. 3,145.70

ii. 100 mm dia. Nominal bore. No. 4,911.10


150 mm nominal size square 100mm dia of the inner hingedround grating.

Providing and fixing C.I. double action air valve of approvedquality with bolts, nuts, rubber insertions etc. complete as perchapter 20 of CPWD specification and direction of the Engineer - in- charge. ( The tail pieces, tapers etc if required will be paidseparately ).

Providing and fixing enclosed type water meter ( bulk type )conforming to IS : 2373 and tested by DWS wing of PWD completewith bolts, nuts, rubber insertions etc. as per chapter 20 of CPWDspecification and direction of the Engineer - in - charge. ( The tailpieces, tapers etc if required will be paid separately ).



iii. 150 mm dia. Nominal bore. No. 6,990.80

iv. 200 mm dia. Nominal bore. No. 7,894.00

2.74

i. 80 mm dia. Nominal bore. No. 3,915.80

ii. 100 mm dia. Nominal bore. No. 5,903.30

iii. 150 mm dia. Nominal bore. No. 7,657.30

iv. 200 mm dia. Nominal bore. No. 10,633.70

2.75

i.No. 206.90

ii.No. 294.70

iii.No. 629.90

iv.No. 1,146.80

v.No. 1,702.10

2.76

No. 189.60

2.77

No. 129.90

2.78

No. 169.80

40 mm dia. Nominal bore.206 mm long, weighing not lessthan 690 gms.

50 mm dia. Nominal bore.242 mm long, weighing not lessthan 1240 gms.

Providing and fixing PTMT angle stop cock 15 mm nominal bore,weighing not less than 85 gms as per chapter 20 of CPWDspecification and direction of the Engineer - in - charge.

Providing and fixing PTMT swivelling shower, 15 mm nominalbore, weighing not less than 40 gms as per chapter 20 of CPWDspecification and direction of the Engineer - in - charge.

Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102 mm, height of 75 mm with concealed fittingarrangements weighing not less than 106 gms as per chapter 20 ofCPWD specification and direction of the Engineer - in - charge.


Providing and fixing C.I. dirt box strainer for bulk type water meterwith nuts, bolts, rubber insertions etc. complete conforming to IS :2373 as per chapter 20 of CPWD specification and direction of theEngineer - in - charge.

Providing and fixing PTMT Ball cock of approved quality, colourand make complete with aluminium rod with L.P. / H.P.H.D. plasticball as per chapter 20 of CPWD specification and direction of theEngineer - in - charge.

15 mm dia Nominal bore. 105 mm long,weighing not less than138 gms.





2.79

i Upto 300 mm dia. t 80,000.50

ii. Above 300 mm dia. t 83,697.40

2.80

i Upto 300 mm dia. t 133,243.90

ii. Above 300 mm dia. t 199,429.20

2.81

i. Upto 300 mm dia. t 140,076.90

ii. Above 300 mm dia. t 211,645.77

2.82


ii. 100 mm dia Joints 42.30

iii. 125 mm dia Joints 49.10

iv. 150 mm dia Joints 67.70

v. 200 mm dia Joints 99.90

vi. 250 mm dia Joints 135.00

vii. 300 mm dia Joints 187.80

viii. 350 mm dia Joints 226.70

ix. 400 mm dia Joints 426.70

x. 450 mm dia Joints 474.10

Providing and laying D.I. specials of class K - 12 suitable formechanical jointing as per IS : 9523 as per chapter 20 of CPWDspecification and direction of the Engineer - in - charge.

Charges for push-on ( Tyton ) joints to centrifugually ( Spun ) castiron pipes or ductile iron pipes including testing of joints andincluding the cost of rubber gasket as per chapter 20 of CPWDspecification and direction of the Engineer - in - charge.


Providing and laying S & S. C.I. Standard specials suitable formechanical jointing as per IS: 13382 as per chapter 20 of CPWDspecification and direction of the Engineer - in - charge.

Providing and laying D.I. specials of class K - 12 suitable for push -on jointing as per IS : 9523 as per chapter 20 of CPWDspecification and direction of the Engineer - in - charge.



xi. 500 mm dia Joints 489.00

xii. 600 mm dia Joints 582.30

xiii. 650 mm dia Joints 881.50

xiv. 700 mm dia Joints 1,026.50

xv. 800 mm dia Joints 1,140.60

xvi. 900 mm dia Joints 1,500.40

xvii. 1000 mm dia Joints 1,826.20

2.83

i. 80 mm dia C.I. Double Flanged Pipe. Metre 1,057.20

ii. 100 mm dia C.I. Double Flanged Pipe. Metre 1,462.30

iii. 125 mm dia C.I. Double Flanged Pipe. Metre 1,863.20

iv. 150 mm dia C.I. Double Flanged Pipe. Metre 2,262.90

v. 200 mm dia C.I. Double Flanged Pipe. Metre 3,133.30

vi. 250 mm dia C.I. Double Flanged Pipe. Metre 4,194.30

vii. 300 mm dia C.I. Double Flanged Pipe. Metre 5,332.50

viii. 350 mm dia C.I. Double Flanged Pipe. Metre 6,819.60

ix. 400 mm dia C.I. Double Flanged Pipe. Metre 8,809.30

x. 450 mm dia C.I. Double Flanged Pipe. Metre 11,408.50

xi. 500 mm dia C.I. Double Flanged Pipe. Metre 14,884.80

xii. 600 mm dia C.I. Double Flanged Pipe. Metre 19,416.70

2.84

i 80 mm dia Ductile Iron Class K-7 pipes. Metre 863.00

ii. 100 mm dia Ductile Iron Class K-7 pipes. Metre 969.20

iii. 125 mm dia Ductile Iron Class K-7 pipes. Metre 1,194.70

Providing and laying S & S Centrifugally Cast ( Spun ) Ductile IronClass K-7 Pipes conforming to IS : 8329 as per chapter 20 ofCPWD specification and direction of the Engineer - in - charge.


Providing and laying Double Flanged ( screwed / welded )centrifugually ( Spun ) cast iron, class B ( IS : 1536 ) as perchapter 20 of CPWD specification and direction of the Engineer - in- charge.



iv. 150 mm dia Ductile Iron Class K-7 pipes. Metre 1,392.60

v. 200 mm dia Ductile Iron Class K-7 pipes. Metre 1,811.40

vi. 250 mm dia Ductile Iron Class K-7 pipes. Metre 2,385.70

vii. 300 mm dia Ductile Iron Class K-7 pipes. Metre 2,963.50

viii. 350 mm dia Ductile Iron Class K-7 pipes. Metre 3,718.10

ix. 400 mm dia Ductile Iron Class K-7 pipes. Metre 4,499.10

x. 450 mm dia Ductile Iron Class K-7 pipes. Metre 5,300.80

xi. 500 mm dia Ductile Iron Class K-7 pipes. Metre 7,168.10

xii. 600 mm dia Ductile Iron Class K-7 pipes. Metre 8,370.70

xiii. 700 mm dia Ductile Iron Class K-7 pipes. Metre 9,781.10

xiv. 800 mm dia Ductile Iron Class K-7 pipes. Metre 12,477.30

xv. 900 mm dia Ductile Iron Class K-7 pipes. Metre 14,868.70

xvi. 1000 mm dia Ductile Iron Class K-7 pipes. Metre 17,768.50

2.85

i. 80 mm dia Ductile Iron Class K-9 pipes. Metre 977.00

ii. 100 mm dia Ductile Iron Class K-9 pipes. Metre 1,107.60

iii. 150 mm dia Ductile Iron Class K-9 pipes. Metre 1,617.60

iv. 200 mm dia Ductile Iron Class K-9 pipes. Metre 2,058.70

v. 250 mm dia Ductile Iron Class K-9 pipes. Metre 3,062.80

vi. 300 mm dia Ductile Iron Class K-9 pipes. Metre 3,866.50

vii. 350 mm dia Ductile Iron Class K-9 pipes. Metre 4,813.20

viii. 400 mm dia Ductile Iron Class K-9 pipes. Metre 5,625.70

ix. 450 mm dia Ductile Iron Class K-9 pipes. Metre 6,881.30

x. 500 mm dia Ductile Iron Class K-9 pipes. Metre 8,187.00

xi. 600 mm dia Ductile Iron Class K-9 pipes. Metre 9,387.10


Providing and laying S & S Centrifugally Cast ( Spun ) Ductile IronClass K-9 Pipes conforming to IS : 8329 as per chapter 20 ofCPWD specification and direction of the Engineer - in - charge.



xii. 700 mm dia Ductile Iron Class K-9 pipes. Metre 12,765.90

xiii. 750 mm dia Ductile Iron Class K-9 pipes. Metre 14,537.70

xiv. 800 mm dia Ductile Iron Class K-9 pipes. Metre 14,958.70

xv. 900 mm dia Ductile Iron Class K-9 pipes. Metre 17,451.70

xvi. 1000 mm dia Ductile Iron Class K-9 pipes. Metre 19,649.90

2.86

i. 80 mm dia Ductile Iron Doubled flanged Metre 1,781.50

ii. 100 mm dia Ductile Iron Doubled flanged Metre 2,804.80

iii. 125 mm dia Ductile Iron Doubled flanged Metre 3,270.20

iv. 150 mm dia Ductile Iron Doubled flanged Metre 3,887.90

v. 200 mm dia Ductile Iron Doubled flanged Metre 5,042.10

vi. 250 mm dia Ductile Iron Doubled flanged Metre 6,694.50

vii. 300 mm dia Ductile Iron Doubled flanged Metre 8,614.30

viii. 350 mm dia Ductile Iron Doubled flanged Metre 10,728.60

ix. 400 mm dia Ductile Iron Doubled flanged Metre 12,815.60

x. 450 mm dia Ductile Iron Doubled flanged Metre 15,492.30

xi. 500 mm dia Ductile Iron Doubled flanged Metre 18,779.30

xii. 600 mm dia Ductile Iron Doubled flanged Metre 25,472.00

xiii. 700 mm dia Ductile Iron Doubled flanged Metre 31,427.00

2.87

i. 15 mm nominal bore with 30 cm length No. 55.80

ii. 15 mm nominal bore with 45 cm length No. 67.10

Providing and laying Doubled flanged ( Screwed / Welded )Centrifugally cast ( Spun ) Ductile Iron Pipes of Class K 9conforming to IS : 8329 as per chapter 20 of CPWD specificationand direction of the Engineer - in - charge.

Providing and fixing unplastisised P.V.C. connection pipe withPTMT nuts of approved quality and colour as per chapter 20 ofCPWD specification and direction of the Engineer - in - charge.




2.88

i. 15 mm nominal bore, weighing not less than 32 gms. No. 53.30

ii. 20 mm nominal bore, weighing not less than 40 gms. No. 59.20

iii. 25 mm nominal bore, weighing not less than 62 gms. No. 86.00

2.89

No. 103.90

2.90

No. 51.80

2.91

No. 46.80

2.92

i. 80 mm dia Metre 3.40

ii. 100 mm dia Metre 4.50

iii. 125 mm dia Metre 5.80

iv. 150 mm dia Metre 7.20

v. 200 mm dia Metre 10.10

Making hole upto 20 x 20 cm and embedding pipes upto 150 mmdiameter in masonry and filling with cement concrete 1 : 2 : 4 ( 1cement : 2 fine sand : 4 stone aggregate 20 mm nominal size )including finishing with cement plaster 1:3 (1 cement : 3 river sand)complete including disposal of rubbish as per chapter 20 of CPWDspecification and direction of the Engineer - in - charge.

Disinfecting C.I. / D.I. water mains by flushing with water containingbleaching powder at 0.5 gms per litre of water and cleaning thesame with fresh water, operation to be repeated three timesincluding getting the sample of water from the disinfected maintested in the DWS laboratory as per chapter 20 of CPWDspecification and direction of the Engineer - in - charge.

Cutting holes upto 30 x 30 cm in walls including making good thesame with cement concrete 1 : 2 : 4 ( 1 cement : 2 fine sand : 4stone aggregate 20 mm nominal size ) including finishing withcement plaster 1:3 (1 cement : 3 river sand) complete includingdisposal of rubbish as per chapter 20 of CPWD specification anddirection of the Engineer - in - charge.

Cutting holes upto 15 x 15 cm in RCC floors and roofs for passingdrain pipe etc. and repairing the hole after insertion of drain pipeetc. with cement concrete 1 : 2 : 4 ( 1 cement : 2 fine sand : 4stone aggregate 20 mm nominal size ) including finishing withcement plaster 1:3 (1 cement : 3 river sand) complete includingdisposal of rubbish as per chapter 20 of CPWD specification anddirection of the Engineer - in - charge.


Providing and fixing PTMT Extension nipple for water tank pipe,fittings of approved quality and colour as per chapter 20 of CPWDspecification and direction of the Engineer - in - charge.



vi. 250 mm dia Metre 13.30

vii. 300 mm dia Metre 15.80

viii. 350 mm dia Metre 18.50

ix. 400 mm dia Metre 21.60

x. 450 mm dia Metre 24.90

xi. 500 mm dia Metre 28.60

xii. 600 mm dia Metre 36.60

2.93













2.94



Extra for every operation of disinfecting the C.I. / D.I. main byflushing with water containing bleaching powder at 0.5 gms per litreof water and cleaning the same with fresh water, including gettingthe samples of water tested in the DWS laboratory as per chapter20 of CPWD specification and direction of the Engineer - in -charge.

Dismantling old C.I. / D.I. pipes including excavation and refillingtrenches after taking out the pipes, breaking lead caulked joints,melting of lead and making into blocks including stacking of pipesat site lead upto 50 metre as per chapter 20 of CPWD specificationand direction of the Engineer - in - charge.














2.95

i. 80 mm dia No. 22.00

ii. 100 mm dia No. 29.30

iii. 125 mm dia No. 40.30

iv. 150 mm dia No. 55.00

v. 200 mm dia No. 73.30

vi. 250 mm dia No. 91.60

vii. 300 mm dia No. 109.90

viii. 350 mm dia No. 128.30

ix. 400 mm dia No. 146.60

x. 450 mm dia No. 164.90

xi. 500 mm dia No. 183.20

xii. 600 mm dia No. 219.90

2.96


Charges for cutting C.I. pipe with steel saw by manual means asper chapter 20 of CPWD specification and direction of the Engineer- in - charge.

Charges for cutting D.I. pipe with steel saw by manual means asper chapter 20 of CPWD specification and direction of the Engineer- in - charge.



i. 80 mm dia No. 22.00

ii. 100 mm dia No. 29.30


iv. 150 mm dia No. 55.00

v. 200 mm dia No. 73.30

vi. 250 mm dia No. 91.60

vii. 300 mm dia No. 109.90


ix. 400 mm dia No. 146.60

x. 450 mm dia No. 164.90

xi. 500 mm dia No. 183.20

xii. 600 mm dia No. 219.90

2.97

i. 80 mm dia No. 110.90

ii. 100 mm dia No. 147.80

iii. 125 mm dia No. 203.20

iv. 150 mm dia No. 277.10

v. 200 mm dia No. 369.50

vi. 250 mm dia No. 461.90

vii. 300 mm dia No. 554.20


ix. 400 mm dia No. 739.00

x. 450 mm dia No. 831.40

xi. 500 mm dia No. 923.70

xii. 600 mm dia No. 1,108.50


Charges for cutting C.I. pipe with Mechanical cutter as per chapter20 of CPWD specification and direction of the Engineer - in -charge.



2.98

i. 80 mm dia No. 66.50

ii. 100 mm dia No. 88.70

iii. 125 mm dia No. 121.90

iv. 150 mm dia No. 166.30

v. 200 mm dia No. 221.70

vi. 250 mm dia No. 277.10

vii. 300 mm dia No. 332.60


ix. 400 mm dia No. 443.40

x. 450 mm dia No. 498.80

xi. 500 mm dia No. 554.20

xii. 600 mm dia No. 665.10

2.99

i. 15 mm dia 75 mm long No. 43.00

ii. 15 mm dia 150 mm long No. 44.50

iii. 15 mm dia 225 mm long No. 45.90

iv. 20 mm dia 75 mm long No. 50.40

v. 20 mm dia 150 mm long No. 51.80

vi. 20 mm dia 225 mm long No. 53.30

vii. 25 mm dia 75 mm long No. 57.70

viii. 25 mm dia 150 mm long No. 59.20

ix. 25 mm dia 225 mm long No. 60.70

2.100


Charges for cutting D.I. pipe with Mechanical cutter as per chapter20 of CPWD specification and direction of the Engineer - in -

Providing and fixing G.I. Nipple of medium class as per chapter 20of CPWD specification and direction of the Engineer - in - charge.

Providing and fixing stainless steel bib cock ( self closing type ) asper chapter 20 of CPWD specification and direction of the Engineer- in - charge.



i. 15 mm dia No. 129.40

2.101

i. 15 mm dia No. 73.30

2.102

i. 15 mm dia No. 139.30

ii. 20 mm dia No. 183.60


iv. 32 mm dia No. 279.90

v. 40 mm dia No. 317.00

vi. 50 mm dia No. 353.90

vii. 63 mm dia No. 413.20


ix. 100 mm dia No. 509.40

2.103

i. 90 mm dia with 15 mm dia opening No. 250.90

ii. 90 mm dia with 20 mm dia opening No. 262.50

iii. 90 mm dia with 25 mm dia opening No. 274.10

iv. 110 mm dia with 15 mm dia opening No. 295.60

v. 110 mm dia with 20 mm dia opening No. 301.40

vi. 110 mm dia with 25 mm dia opening No. 313.00

vii. 140 mm dia with 15 mm dia opening No. 342.10

viii. 140 mm dia with 20 mm dia opening No. 363.60

ix. 140 mm dia with 25 mm dia opening No. 375.20


Providing and fixing C. I. Bib cock ( long handle ) as per chapter20 of CPWD specification and direction of the Engineer - in -charge.

Providing and fixing G.I. Full way valve as per chapter 20 ofCPWD specification and direction of the Engineer - in - charge.

Providing and fixing U.P.V.C. service saddle as per chapter 20 ofCPWD specification and direction of the Engineer - in - charge.



2.104

i. 50 mm dia No. 3,557.50

ii. 80 mm dia No. 4,695.80

iii. 100 mm dia No. 5,638.40

iv. 125 mm dia No. 7,310.10

v. 150 mm dia No. 11,384.40

vi. 200 mm dia No. 20,309.80

vii. 250 mm dia No. 27,480.00

viii. 300 mm dia No. 30,744.00

ix. 350 mm dia No. 52,098.50

x. 400 mm dia No. 63,865.40

xi. 450 mm dia No. 69,780.70

xii. 500 mm dia No. 80,956.50

2.105

i. 15 mm dia No. 215.00

ii. 20 mm dia No. 299.60


iv. 32 mm dia No. 390.10

v. 40 mm dia No. 450.00

vi. 50 mm dia No. 563.90

2.106

i. 100 mm dia No. 9,062.40

Providing and fitting fixing of brass fullway valve with handle in theGI pipe line including cutting, threading etc. complete as perchapter 20 of CPWD specification and direction of the Engineer - in- charge.

Providing and fixing CIDF Pressure release valve with bolts, nuts,rubber insertions etc. complete as per chapter 20 of CPWDspecification and direction of the Engineer - in - charge. ( The tailpieces, tappers etc if required will be paid separately )


Providing and fixing CIDF Butterfly valve with bolts, nuts, rubberinsertions etc. complete as per chapter 20 of CPWD specificationand direction of the Engineer - in - charge. ( The tail pieces, tappersetc if required will be paid separately )



ii. 125 mm dia No. 11,013.80

iii. 150 mm dia No. 13,033.70

iv. 200 mm dia No. 16,999.50

2.107

i. 90 mm dia No. 116.20

ii. 110 mm dia No. 145.80

iii. 140 mm dia No. 216.30

2.108

i. 90 mm dia No. 256.70

ii. 110 mm dia No. 315.90

iii. 140 mm dia No. 410.50

2.109

i. 90 mm dia No. 298.60

ii. 110 mm dia No. 491.80

iii. 140 mm dia No. 703.50

2.110

i. 90 mm dia No. 159.20

ii. 110 mm dia No. 201.50

iii. 140 mm dia No. 285.30

2.111

A. D.I. all socketted Bend 90 degree


Providing and fixing UPVC moulded cap conforming to IS : 7834(Part - 8 ) complete as per chapter 20 of CPWD specification anddirection of the Engineer - in - charge.

Providing and fixing UPVC moulded Union conforming to IS : 7834(Part - 7 ) complete as per chapter 20 of CPWD specification anddirection of the Engineer - in - charge.

Providing and fixing DI specials as per chapter 20 of CPWDspecification and direction of the Engineer - in - charge.

Providing and fixing UPVC moulded 45 / 90 degree Elbowconforming to IS : 7834 (Part - 2 / 3 ) complete as per chapter 20 ofCPWD specification and direction of the Engineer - in - charge.

Providing and fixing UPVC moulded 90 /45 degree Tee conformingto IS : 7834 (Part - 4 / 5 ) complete as per chapter 20 of CPWDspecification and direction of the Engineer - in - charge.



i. 80 mm dia No. 693.40

ii. 100 mm dia No. 852.20

iii. 150 mm dia No. 1,376.80

iv. 200 mm dia No. 2,337.10

v. 250 mm dia No. 3,442.50

vi. 300 mm dia No. 4,855.70

vii. 400 mm dia No. 10,035.60

B. D.I. all socketted Bend 45 degree

i. 80 mm dia No. 548.20

ii. 100 mm dia No. 770.90

iii. 150 mm dia No. 1,005.20

iv. 200 mm dia No. 1,889.90

v. 250 mm dia No. 2,641.00

vi. 300 mm dia No. 3,670.90

vii. 400 mm dia No. 7,242.20

viii. 450 mm dia No. 9,584.90

C. D.I. all socketted Bend 22.5 degree

i. 80 mm dia No. 506.40

ii. 100 mm dia No. 662.90

iii. 150 mm dia No. 943.60

iv. 200 mm dia No. 1,686.60

v. 250 mm dia No. 2,356.50

vi. 300 mm dia No. 3,194.70

vii. 400 mm dia No. 5,979.60

viii. 450 mm dia No. 7,692.80

D. D.I. all socketted Bend 11.25 degree

i. 80 mm dia No. 502.90




ii. 100 mm dia No. 695.40

iii. 150 mm dia No. 964.50

iv. 200 mm dia No. 1,524.00

v. 250 mm dia No. 2,130.00

vi. 300 mm dia No. 2,915.90

vii. 400 mm dia No. 5,258.30

viii. 450 mm dia No. 6,700.90

E. D.I. all socketted cross

i. 100 x 100 x 100 x 100 mm dia No. 7,658.90

ii. 150 x 150 x 150 x 150mm dia No. 18,735.00

iii. 200 x 200 x 200 x 200 mm dia No. 20,922.10

F. D.I. all socketted tee

i. 80 x 80 x 80 mm dia No. 918.20

ii. 100 x 100 x 80 mm dia No. 1,076.90

iii. 100 x 100 x 100 mm dia No. 1,146.60

iv. 150 x 150 x 80 mm dia No. 1,466.50

v. 150 x 150 x 100 mm dia No. 1,394.50

vi. 150 x 150 x 150 mm dia No. 1,690.70

vii. 200 x 200 x 80 mm dia No. 2,226.90

viii. 200 x 200 x 100 mm dia No. 2,279.20

ix. 200 x 200 x 150 mm dia No. 2,592.80

x. 200 x 200 x 200 mm dia No. 2,883.20

xi. 250 x 250 x 80 mm dia No. 2,716.70

xii. 250 x 250 x 100 mm dia No. 2,925.80

xiii. 250 x 250 x 150 mm dia No. 3,245.20

xiv. 250 x 250 x 200 mm dia No. 3,756.30

xv. 250 x 250 x 250 mm dia No. 4,284.80




xvi. 300 x 300 x 80 mm dia No. 3,816.30

xvii. 300 x 300 x 100 mm dia No. 3,833.80

xviii. 300 x 300 x 150 mm dia No. 4,420.30

xix. 300 x 300 x 200 mm dia No. 5,628.30

xx. 300 x 300 x 250 mm dia No. 4,757.20

xxi. 300 x 300 x 300 mm dia No. 6,116.10

xxii. 400 x 400 x 150 mm dia No. 7,076.80

xxiii. 400 x 400 x 200 mm dia No. 7,888.70

xxiv. 400 x 400 x 250 mm dia No. 9,151.20

xxv. 450 x 450 x 450 mm dia No. 14,931.10

G. D.I. Collar both end socketted

i. 80 mm dia No. 654.60

ii. 100 mm dia No. 807.60

iii. 125 mm dia No. 1,099.90

iv. 150 mm dia No. 1,276.10

v. 200 mm dia No. 1,608.00

vi. 250 mm dia No. 2,026.90

vii. 300 mm dia No. 2,695.60

viii. 400 mm dia No. 4,806.90

ix. 450 mm dia No. 5,797.60

H. D.I. Double Socketted duck foot bend

i. 150 mm dia No. 2,290.60

ii. 200 mm dia No. 3,500.50

iii. 250 mm dia No. 5,691.90

iv. 450 mm dia No. 20,042.70

I. D.I. Double Socketted tapper

i. 100 x 80 mm dia No. 590.90




ii. 150 x 80 mm dia No. 894.80

iii. 150 x 100 mm dia No. 941.30

iv. 200 x 80 mm dia No. 1,477.50

v. 200 x 100 mm dia No. 1,304.50

vi. 200 x 150 mm dia No. 1,512.40

vii. 250 x 100 mm dia No. 1,682.80

viii. 250 x 150 mm dia No. 2,176.40

ix. 250 x 200 mm dia No. 2,083.50

x. 300 x 150 mm dia No. 2,594.60

xi. 300 x 200 mm dia No. 2,875.30

xii. 300 x 250 mm dia No. 2,689.50

J. D.I. Flanged Socketted tail piece

i. 80 mm dia No. 623.70

ii. 100 mm dia No. 730.20

iii. 125 mm dia No. 869.60

iv. 150 mm dia No. 929.70

v. 200 mm dia No. 1,470.60

vi. 250 mm dia No. 1,996.40

vii. 300 mm dia No. 2,584.90

viii. 450 mm dia No. 6,314.10

K. D.I. Flanged Spigotted tail piece

i. 80 mm dia No. 647.00

ii. 100 mm dia No. 753.50

iii. 125 mm dia No. 904.50

iv. 150 mm dia No. 952.90

v. 200 mm dia No. 1,535.60

vi. 250 mm dia No. 2,292.60




vii. 300 mm dia No. 3,049.50

viii. 450 mm dia No. 8,016.90

L. D.I. Socketted end cap

i. 80 mm dia No. 317.80

ii. 100 mm dia No. 393.30

iii. 150 mm dia No. 621.80

iv. 200 mm dia No. 774.70




3.1

No. 10,899.60

3.2

No. 230.30

3.3

No. 1,475.00

3.4

No. 311.80

3.5

No. 179.10

3.6

No. 928.30

3.7

No. 272.20

3.8

No. 108.20

3.9

No. 368.80

3.10

No. 2,782.50

3.11

No. 1,644.80

3.12

No. 388.50

3.13

No. 237.30

Providing and fitting fixing Front cover for Mark-II conforming to IS :15500 as per specification and direction of the Engineer-in-charge.

Providing and fitting fixing Head assembly for Mark-II conforming toIS : 15500 as per specification and direction of the Engineer-in-charge.

Providing and fitting fixing Handle assembly for Mark-II conformingto IS : 15500 as per specification and direction of the Engineer-in-charge.

Providing and fitting fixing of Third plate for Mark-II conforming to IS: 15500 as per specification and direction of the Engineer-in-charge.

Chapter - 3

Providing and fitting fixing of Chain with coupling for Mark-IIconforming to IS : 15500 as per specification and direction of theEngineer-in-charge.

Providing and fitting fixing Cylinder body with brass liner for Mark-IIconforming to IS : 15500 as per specification and direction of theEngineer-in-charge.

Providing and fitting fixing Plunger yoke body for Mark-IIconforming to IS : 15500 as per specification and direction of theEngineer-in-charge.

Providing and fitting fixing Upper valve for Mark-II conforming to IS :15500 as per specification and direction of the Engineer-in-charge.

Providing and fitting fixing Check valve for Mark-II conforming to IS: 15500 as per specification and direction of the Engineer-in-charge.

Providing and fitting fixing Spacer for Mark-II conforming to IS :15500 as per specification and direction of the Engineer-in-charge.

Providing and fitting fixing Rubber seat retainer for Mark-IIconforming to IS : 15500 as per specification and direction of theEngineer-in-charge.

Providing and fitting fixing Mark-II complete pump set conforming toIS : 15500 ( without riser pipe & connecting rod ) as perspecification and direction of the Engineer-in-charge.

Providing and fitting fixing Reducer cap for Mark-II conforming to IS: 15500 as per specification and direction of the Engineer-in-charge.

Spot sourceBrief Description of item



3.14

No. 758.40

3.15

No. 44.20

3.16

No. 59.30

3.17

No. 51.80

3.18

No. 48.90

3.19

No. 55.30

3.20

No. 45.40

3.21

No. 248.90

3.22

No. 244.30

3.23

No. 446.70

3.24

No. 207.10

3.25

No. 295.50

3.26

No. 155.90

Providing and fitting fixing of Handle Axle for Mark-II conforming toIS : 15500 as per specification and direction of the Engineer-in-charge.

Providing and fitting fixing of Connecting Rod for Mark-IIconforming to IS : 15500 as per specification and direction of theEngineer-in-charge.

Providing and fitting fixing of Check valve guide for Mark-IIconforming to IS : 15500 as per specification and direction of theEngineer-in-charge.

Providing and fitting fixing of Check valve seat for Mark-IIconforming to IS : 15500 as per specification and direction of theEngineer-in-charge.

Providing and fitting fixing of Upper valve guide for Mark-IIconforming to IS : 15500 as per specification and direction of theEngineer-in-charge.

Providing and fitting fixing of Water tank for Mark-II conforming toIS : 15500 as per specification and direction of the Engineer-in-charge.

Providing and fitting fixing of Washer for Mark-II conforming to IS :15500 as per specification and direction of the Engineer-in-charge.

Providing and fitting fixing of Pump bucket for Mark-II conforming toIS : 15500 as per specification and direction of the Engineer-in-charge.

Providing and fitting fixing of Rubber seating ( upper valve ) forMark-II conforming to IS : 15500 as per specification and directionof the Engineer-in-charge.

Providing and fitting fixing of Rubber seating ( lower valve ) forMark-II conforming to IS : 15500 as per specification and directionof the Engineer-in-charge.

Providing and fitting fixing of Sealing Ring for Mark-II conforming toIS : 15500 as per specification and direction of the Engineer-in-charge.

Providing and fitting fixing of 'O' Ring for Mark-II conforming to IS :15500 as per specification and direction of the Engineer-in-charge.

Providing and fitting fixing of Plunger Rod for Mark-II conforming toIS : 15500 as per specification and direction of the Engineer-in-charge.




3.27

No. 161.70

3.28No. 504.90

3.29No. 37.20

3.30

No. 300.10

3.31

No. 79.10

3.32

No. 513.00

3.33

No. 446.70

3.34

No. 435.10

3.35

No. 11,518.40

3.36

No. 514.20

3.37

No. 537.40

3.38

No. 2,096.20

3.39

No. 352.50

3.40

No. 218.70

Providing and fitting fixing Bottom cap for Mark-III conforming to IS :15500 as per specification and direction of the Engineer-in-charge.

Providing and fitting fixing Cylinder body with brass liner for Mark-IIIconforming to IS : 15500 as per specification and direction of theEngineer-in-charge.

Providing and fitting fixing Plunger yoke body for Mark-IIIconforming to IS : 15500 as per specification and direction of theEngineer-in-charge.

Providing and fitting fixing Upper valve for Mark-III conforming to IS: 15500 as per specification and direction of the Engineer-in-charge.

Providing and fitting fixing of C.I. base valve weight for OHP as perspecification and direction of the Engineer-in-charge.

Providing and fitting fixing of Follower for Mark-II conforming to IS :15500 as per specification and direction of the Engineer-in-charge.

Providing and fitting fixing Mark-III complete pump set conformingto IS : 15500 ( without riser pipe & connecting rod ) as perspecification and direction of the Engineer-in-charge.

Providing and fitting fixing Upper cap for Mark-III conforming to IS :15500 as per specification and direction of the Engineer-in-charge.


Providing and fitting fixing of Bearing conforming to IS : 2062 forMark-II as per specification and direction of the Engineer-in-charge.

Providing and fitting fixing of C.I. base plate for OHP as perspecification and direction of the Engineer-in-charge.

Providing and fitting fixing of Bottom cap ( GI ) for Mark-IIconforming to IS : 15500 as per specification and direction of theEngineer-in-charge.

Providing and fitting fixing of Upper cap for Mark-II conforming toIS : 15500 as per specification and direction of the Engineer-in-charge.

Providing and fitting fixing of Push rod for Mark-II conforming to IS: 15500 as per specification and direction of the Engineer-in-charge.

Providing and fitting fixing of Cage for Mark-II conforming to IS :15500 as per specification and direction of the Engineer-in-charge.



3.41

No. 309.40

3.42

No. 967.80

3.43

No. 311.80

3.44

No. 207.10

3.45

No. 593.30

3.46

No. 467.60

3.47

No. 2,881.40

3.48

No. 1,723.90

3.49

No. 467.60

3.50

No. 316.40

3.51

No. 907.30

3.52

No. 123.30

3.53

No. 139.60

Providing and fitting fixing Rubber seat retainer for Mark-IIIconforming to IS : 15500 as per specification and direction of theEngineer-in-charge.

Providing and fitting fixing Cage for Mark-III conforming to IS :15500 as per specification and direction of the Engineer-in-charge.

Providing and fitting fixing Handle Assembly for Mark-III conformingto IS : 15500 as per specification and direction of the Engineer-in-charge.

Providing and fitting fixing Third plate for Mark-III conforming to IS :15500 as per specification and direction of the Engineer-in-charge.

Providing and fitting fixing Chain with coupling for Mark-IIIconforming to IS : 15500 as per specification and direction of theEngineer-in-charge.

Providing and fitting fixing Water Tank for Mark-III conforming to IS: 15500 as per specification and direction of the Engineer-in-charge.

Providing and fitting fixing Washer for Mark-III conforming to IS :15500 as per specification and direction of the Engineer-in-charge.

Providing and fitting fixing Pump bucket for Mark-III conforming toIS : 15500 as per specification and direction of the Engineer-in-charge.

Providing and fitting fixing Front cover for Mark-III conforming to IS :15500 as per specification and direction of the Engineer-in-charge.

Providing and fitting fixing Head Assembly for Mark-III conformingto IS : 15500 as per specification and direction of the Engineer-in-charge.


Providing and fitting fixing Reducer cap for Mark-III conforming toIS : 15500 as per specification and direction of the Engineer-in-charge.

Providing and fitting fixing Check valve for Mark-III conforming to IS: 15500 as per specification and direction of the Engineer-in-charge.

Providing and fitting fixing Spacer for Mark-III conforming to IS :15500 as per specification and direction of the Engineer-in-charge.



3.54

No. 130.90

3.55

No. 128.00

3.56

No. 130.60

3.57

No. 125.60

3.58

No. 353.60

3.59

No. 323.40

3.60

No. 525.80

3.61

No. 309.40

3.62

No. 54.70

3.63

No. 207.10

3.64

No. 295.50

3.65

No. 162.90

3.66

No. 446.70

Providing and fitting fixing Bearing conforming to IS : 2062 for Mark-III as per specification and direction of the Engineer-in-charge.

Providing and fitting fixing of Follower for Mark-III conforming to IS :15500 as per specification and direction of the Engineer-in-charge.


Providing and fitting fixing Rubber seating ( Upper valve ) for Mark-III conforming to IS : 15500 as per specification and direction of theEngineer-in-charge.

Providing and fitting fixing Rubber seating ( lower valve ) for Mark-III conforming to IS : 15500 as per specification and direction of theEngineer-in-charge.

Providing and fitting fixing Sealing ring for Mark-III conforming to IS: 15500 as per specification and direction of the Engineer-in-charge.

Providing and fitting fixing Handle Axle for Mark-III conforming toIS : 15500 as per specification and direction of the Engineer-in-charge.

Providing and fitting fixing Connecting Rod for Mark-III conformingto IS : 15500 as per specification and direction of the Engineer-in-charge.

Providing and fitting fixing Check valve seat for Mark-III conformingto IS : 15500 as per specification and direction of the Engineer-in-charge.

Providing and fitting fixing Check nut for Mark- II / III conforming toIS : 15500 as per specification and direction of the Engineer-in-charge.

Providing and fitting fixing Check valve guide for Mark-IIIconforming to IS : 15500 as per specification and direction of theEngineer-in-charge.

Providing and fitting fixing Upper valve guide for Mark-IIIconforming to IS : 15500 as per specification and direction of theEngineer-in-charge.

Providing and fitting fixing 'O' Ring for Mark-III conforming to IS :15500 as per specification and direction of the Engineer-in-charge.

Providing and fitting fixing Plunger rod for Mark-III conforming to IS: 15500 as per specification and direction of the Engineer-in-charge.



3.67

No. 79.10

3.68No. 1,861.30

3.69

No. 24.40

3.70

No. 26.80

3.71

No. 23.70

3.72

No. 28.40

3.73

No. 29.10

3.74

No. 24.40

3.75

No. 29.10

3.76

No. 1,997.30

3.77

No. 1,532.00

3.78

A. 150 mm NB Mtr. 943.30

B. 100 mm NB Mtr. 622.00

C. 65 mm NB Mtr. 319.40

Providing and fitting fixing Brass strainer ( 50 mm NB ) for Mark II/IIIas per specification and direction of the Engineer-in-charge.

Providing and fitting fixing Brass strainer ( 40 mm NB ) for Mark II /III as per specification and direction of the Engineer-in-charge.

Providing and fitting fixing G.I. pipe (medium class) conforming toIS : 1239 for Mark II/III as per specification and direction of theEngineer-in-charge.

Providing and fitting fixing Hexagonal Bolt (M12x20) conforming toIS : 1363 for Mark-II/III as per specification and direction of theEngineer-in-charge.

Providing and fitting fixing Hexagonal nut ( M12) conforming to IS :1363 for Mark-II/III as per specification and direction of theEngineer-in-charge.

Providing and fitting fixing Hexagonal Bolt ( M12x40) conforming toIS : 1363 for Mark-II/III as per specification and direction of theEngineer-in-charge.

Providing and fitting fixing Hexagonal HT bolts (M11X15X40)conforming to IS : 1363 for mark II / III as per specification anddirection of the Engineer-in-charge.

Providing and fitting fixing Hexagonal Nylock Nut (M10 x 1.5)conforming to IS : 1363 for Mark-II/III as per specification anddirection of the Engineer-in-charge.

Providing and fitting fixing Hexagonal Nylock Bolt ( M10x15x40)conforming to IS : 1363 for Mark-II/III as per specification anddirection of the Engineer-in-charge.

Providing and fitting fixing OHP complete set as per specificationand direction of the Engineer-in-charge.

Providing and fitting fixing Axle washer for Mark-II/III conforming toIS : 15500 as per specification and direction of the Engineer-in-charge.


Providing and fitting fixing of Push rod for Mark-III conforming to IS: 15500 as per specification and direction of the Engineer-in-charge.



D. 40 mm NB Mtr. 257.10

E. 32 mm NB Mtr. 227.40

3.79No. 531.60

3.80No. 1,625.10

3.81No. 2,229.90

3.82No. 252.40

3.83No. 6.30

3.84No. 248.90

3.85No. 274.50

3.86

No. 64.00

3.87

No. 74.50

3.88

No. 132.60

3.89

No. 132.60

3.90No. 3,325.70

3.91

No. 125.50

3.92

No. 154.60

Providing and fitting fixing Nut & bolts ( 100 mm long ) for Mark II/IIIas per specification and direction of the Engineer-in-charge.

Providing and fitting fixing Pedestal for Mark II/III as perspecification and direction of the Engineer-in-charge.

Providing and fitting fixing of Leather bucket conforming to IS :1015 for OHP of approved quality as per specification and directionof the Engineer-in-charge.

Providing and fitting fixing of C.I. Plunger for OHP of approvedquality as per specification and direction of the Engineer-in-charge.

Providing and fitting fixing C.I. Head cover for Mark II/III as perspecification and direction of the Engineer-in-charge.

Providing and fitting fixing C.I. Plunger for Mark II/III as perspecification and direction of the Engineer-in-charge.

Providing and fitting fixing G.I. Screw for Mark II/III as perspecification and direction of the Engineer-in-charge.

Providing and fitting fixing M.S. Piston Rod for Mark-II as perspecification and direction of the Engineer-in-charge.

Providing and fitting fixing M.S. Piston Rod for Mark-III as perspecification and direction of the Engineer-in-charge.

Providing and fitting fixing Leather bucket conforming to IS : 1015for Mark II/III as per specification and direction of the Engineer-in-charge.

Providing and fitting fixing Leather flapper valve conforming to IS :1015 for OHP as per specification and direction of the Engineer-in-charge.

Providing and fitting fixing Nut & bolts ( 70 mm long ) for Mark II / IIIas per specification and direction of the Engineer-in-charge.


Providing and fitting fixing C.I. Barrel for Mark II/III as perspecification and direction of the Engineer-in-charge.

Providing and fitting fixing C.I. Handle for Mark II/III as perspecification and direction of the Engineer-in-charge.



3.93

No. 107.50

3.94

Kg 158.80

3.95

No. 547.40

3.96

No. 535.10

3.97

No. 10.60

3.98

i. 40 mm dia Mtr. 371.40

3.99

No. 254.50

3.100

i. 32 mm dia. Pipe No. 28.50

ii. 40 mm dia. Pipe No. 37.90

iii. 50 mm dia. Pipe No. 47.40

iv. 65 mm dia. Pipe No. 56.90

v. 80 mm dia. Pipe No. 66.40

vi. 100 mm dia. Pipe No. 75.90

vii. 125 mm dia. Pipe No. 85.40

viii. 150 mm dia. Pipe No. 94.90

3.101

No. 37.90

Providing and fitting fixing C.I. handle for OHP of approved qualityas per specification and direction of the Engineer-in-charge.

Providing and fitting fixing G.I. screw for OHP of approved qualityas per specification and direction of the Engineer-in-charge.


Providing and fitting fixing of M.S. Piston rod for OHP of approvedquality as per specification and direction of the Engineer-in-charge.

Providing and fitting fixing Nuts bolts for OHP of approved qualityas per specification and direction of the Engineer-in-charge.

Providing and fitting fixing C.I. head cover for OHP of approvedquality as per specification and direction of the Engineer-in-charge.

Charges for threading of G.I. pipe, as per chapter-20 of CPWDspecification and direction of the Engineer-in-charge.

Charges for threading of Connecting Rod, as per chapter-20 ofCPWD specification and direction of the Engineer-in-charge.

Providing and fitting fixing G.I. pipe (medium class) conforming toIS : 1239 for OHP of approved quality as per specification anddirection of the Engineer-in-charge.

Charges for fitting fixing of hand pump complete as per chapter-20of CPWD specification and direction of the Engineer-in-charge.



3.102

No. 554.00

3.103No. 10,631.60

3.104

i. 40 mm dia Mtr. 88.70

3.105

A. upto 100 metre depth

i. 40 mm dia Mtr. 87.20

ii. 50 mm dia Mtr. 102.30

iii. 100 mm dia Mtr. 156.80

3.106

A. upto 100 metre depth

i. from 40 mm to 100 mm dia Mtr. 81.20

ii. from 40 mm to 150 mm dia Mtr. 114.90

iii. from 50 mm to 100 mm dia Mtr. 66.10

iv. from 50 mm to 150 mm dia Mtr. 94.20

v. from 100 mm to 150 mm dia Mtr. 102.90

vi. from 100 mm to 200 mm dia Mtr. 123.40

vii. from 100 mm to 250 mm dia Mtr. 148.10

viii. from 100 mm to 300 mm dia Mtr. 166.00

Providing fitting fixing of Tara Pump conforming to IS : 14106 asper specification and direction of the Engineer-in-charge.

Charges for lifting of pipe by suitable method from existing non-functioning ordinary hand tubewell, as per specification anddirection of the Engineer-in-charge.

Charges for drilling and boring of pilot hole in any soil strata bywater jet or any suitable method including collection of samples atvarious suitable levels and preservation of samples in polythenebags / sample boxes and disposal of excess soil or mud andmaintain the pilot hole properly and required staging as perspecification ( IS : 2800 ) and direction of the Engineer-in-charge.

Charges for reaming of pilot hole in any soil strata by water jet orany suitable method and disposal of excess soil or mud includingthe cost for material as required to maintain the pilot hole properlyand required staging as per specification ( IS : 2800 ) and directionof the Engineer-in-charge.


Charges for development of ordinary hand tube well by pumpingout the turbid water till clean sand free water is obtained as perchapter-20 of CPWD specification and direction of the Engineer-in-charge.



3.107

i. 100 mm NB Mtr. 402.10

ii. 50 mm NB Mtr. 122.80

iii. 40 mm NB Mtr. 96.00

3.108

i. 100 mm NB Mtr. 638.40

ii. 50 mm NB Mtr. 262.20


3.109

i. 40 mm No. 66.40

ii. 50 mm No. 88.90

iii. 100 mm No. 207.60

3.110

i. 100 mm NB Mtr. 51.40

ii. 50 mm NB Mtr. 29.70


3.111

i. 100 mm NB Mtr. 76.00

ii. 50 mm NB Mtr. 37.90


3.112

Charges for fitting, fixing, and lowering UPVC 'CM" casing pipe asper IS:12818 for Mark II / III / OHP as per specification anddirection of the Engineer-in-charge.

Charges for fitting, fixing, and lowering UPVC ribbed screen pipesas per IS:12818 for Mark II / III / OHP as per specification anddirection of the Engineer-in-charge.

Charges for fitting fixing of Bottom Cap ( UPVC ) as perspecification and direction of the Engineer-in-charge.


Providing, fitting, fixing, and lowering UPVC 'CM" casing pipe asper IS:12818 for Mark II / III / OHP as per specification anddirection of the Engineer-in-charge.

Providing, fitting, fixing, and lowering UPVC ribbed screen pipes asper IS:12818 for Mark II / III / OHP as per specification anddirection of the Engineer-in-charge.

Providing and fitting fixing of Bottom Cap ( UPVC ) as perspecification and direction of the Engineer-in-charge.



i. 40 mm No. 20.40

ii. 50 mm No. 24.50

iii. 100 mm No. 40.90




4.1

A. For UPVC pipes in new work

a. In all kinds of soil

i. For pipes not exceeding 90 mm dia Metre 42.80

ii.Metre 54.40

iii.Metre 103.60

iv.Metre 176.60

b. In Ordinary Rock not requiring blasting


ii.Metre 106.50

iii.Metre 166.10

iv.Metre 281.80

B. For G.I. / C.I. / D.I. pipes in new work



ii.Metre 63.40

iii.Metre 119.00

For pipes exceeding 600 mm dia but not exceeding1000 mm dia

For pipes exceeding 90 mm dia but not exceeding 300mm dia





Chapter - 4Earth Work


Excavating trenches of required width for pipes, cables etc.including exacavation for sockets, dressing of sides whererequired, ramming of bottoms, depth upto 1500 mm includinggetting out the excavated soil and backfilling of soil as requiredafter laying of pipeline, in layers not exceeding 200 mm in depthincluding consolidating each deposited layer by ramming, wateringetc. and disposing of surplus excavated soil with all required leadsas per Chapter - 2 of CPWD specification and direction of theEngineer - in - charge.





iv.Metre 201.80



ii.Metre 121.70

iii.Metre 190.30

iv.Metre 323.50

C. For UPVC pipes in old work


i. For pipes not exceeding 90 mm OD Metre 49.20

ii.Metre 62.60

iii.Metre 119.20

iv.Metre 203.00


i. For pipes not exceeding 90 mm OD Metre 78.60

ii.Metre 122.40

iii.Metre 191.10

iv.Metre 324.10

D. For G.I. / C.I. / D.I. pipes in old work



ii.Metre 72.90

For pipes exceeding 300 mm OD but not exceeding600 mm OD














iii.Metre 136.80

iv.Metre 232.00



ii.Metre 140.00

iii.Metre 218.80

iv.Metre 372.00









5.1

i. 90 mm dia No. 103.90

ii. 110 mm dia No. 136.20

iii. 140 mm dia No. 188.90

iv. 160 mm dia No. 289.10

5.2

i. 15 mm dia No. 47.40

ii. 20 mm dia No. 64.30


iv. 32 mm dia No. 136.20

v. 40 mm dia No. 204.70

vi. 50 mm dia No. 308.60


viii. 80 mm dia No. 1,325.80

ix. 100 mm dia No. 1,430.30

x. 125 mm dia No. 1,534.70

xi. 150 mm dia No. 1,639.20

5.3

i. 15 x 15 x 15 mm dia No. 47.50

ii. 20 x 20 x 20 mm dia No. 58.40

iii. 25 x 25 x 25 mm dia No. 73.20

iv. 32 x 32 x 32 mm dia No. 97.10

Chapter - 5Repair Work


Providing, fixing and laying fabricated UPVC socket / couplerconforming to IS : 10124 ( Part 2 ) with solvent cement conformingto IS : 14182 including testing of joints complete as per CPWDspecification and direction of the Engineer - in - charge.

Providing and fixing G.I. Bend /elbow in the pipe line includingtesting of joints complete as per CPWD specification and directionof the Engineer - in - charge.

Providing and fixing G.I. equal Tee with the pipe line includingtesting of joints complete as per CPWD specification and directionof the Engineer - in - charge.



v. 40 x 40 x 40 mm dia No. 112.80

vi. 50 x 50 x 50 mm dia No. 163.60

vii. 65 x 65 x 65 mm dia No. 276.10

viii. 80 x 80 x 80 mm dia No. 370.60

ix. 100 x 100 x 100 mm dia No. 529.50

x. 125 x 125 x 125 mm dia No. 643.50

xi. 150 x 150 x 150 mm dia No. 752.60

5.4

i. 20 x 20 x 15 mm dia No. 60.40

ii. 25 x 25 x 20 mm dia No. 74.10

iii. 25 x 25 x 15 mm dia No. 73.20

iv. 32 x 32 x 25 mm dia No. 96.10

v. 32 x 32 x 20 mm dia No. 95.10

vi. 32 x 32 x 15 mm dia No. 94.10

vii. 40 x 40 x 15 mm dia No. 115.80

viii. 40 x 40 x 20 mm dia No. 116.80

ix. 40 x 40 x 25 mm dia No. 117.80

x. 50 x 50 x 15 mm dia No. 166.60

xi. 50 x 50 x 20 mm dia No. 167.60

xii. 50 x 50 x 25 mm dia No. 168.60

xiii. 50 x 50 x 40 mm dia No. 169.60

xiv. 65 x 65 x 15 mm dia No. 285.00

xv. 65 x 65 x 20 mm dia No. 286.10

xvi. 65 x 65 x 25 mm dia No. 287.00

xvii. 65 x 65 x 40 mm dia No. 288.10

xviii. 65 x 65 x 50 mm dia No. 289.00


Providing and fixing G.I. Unequal Tee with the pipe line includingtesting of joints complete as per CPWD specification and directionof the Engineer - in - charge.



xix. 80 x 80 x 15 mm dia No. 396.50

xx. 80 x 80 x 20 mm dia No. 397.50

xxi. 80 x 80 x 25 mm dia No. 398.50

xxii. 80 x 80 x 40 mm dia No. 399.50

xxiii. 80 x 80 x 50 mm dia No. 400.50

xxiv. 80 x 80 x 65 mm dia No. 401.50

xxv. 100 x 100 x 40 mm dia No. 629.70

xxvi. 100 x 100 x 50 mm dia No. 630.80

xxvii. 100 x 100 x 65 mm dia No. 631.70

xxviii.100 x 100 x 80 mm dia No. 632.80

xxix. 125 x 125 x 80 mm dia No. 723.60

xxx. 125 x 125 x 100 mm dia No. 729.30

xxxi. 150 x 150 x 80 mm dia No. 802.10

xxxii. 150 x 150 x 100 mm dia No. 803.20

xxxiii.150 x 150 x 125 mm dia No. 804.10

5.5

i. 20 x 15 mm dia No. 44.60

ii. 25 x 15 mm dia No. 49.50

iii. 25 x 20 mm dia No. 50.60

iv. 32 x 15 mm dia No. 63.40

v. 32 x 20 mm dia No. 64.40

vi. 32 x 25 mm dia No. 65.40

vii. 40 x 15 mm dia No. 74.10

viii. 40 x 20 mm dia No. 75.20

ix. 40 x 25 mm dia No. 76.10

x. 50 x 15 mm dia No. 108.70


Providing and fixing G.I. Reducer with the pipe line including testingof joints complete as per CPWD specification and direction of theEngineer - in - charge.



xi. 50 x 20 mm dia No. 109.70

xii. 50 x 25 mm dia No. 110.70

xiii. 50 x 40 mm dia No. 111.70

xiv. 65 x 15 mm dia No. 154.60

xv. 65 x 20 mm dia No. 155.70

xvi. 65 x 25 mm dia No. 156.60

xvii. 65 x 40 mm dia No. 157.70

xviii. 65 x 50 mm dia No. 158.60

xix. 80 x 15 mm dia No. 221.10

xx. 80 x 20 mm dia No. 222.20

xxi. 80 x 25 mm dia No. 223.10

xxii. 80 x 40 mm dia No. 224.20

xxiii. 80 x 50 mm dia No. 225.10

xxiv. 80 x65 mm dia No. 226.20

xxv. 100 x 40 mm dia No. 341.50

xxvi. 100 x 50 mm dia No. 342.60

xxvii. 100 x 65 mm dia No. 343.50

xxviii.100 x 80 mm dia No. 344.60

xxix. 125 x 40 mm dia No. 431.10

xxx. 125 x 50 mm dia No. 432.00

xxxi. 125 x 65 mm dia No. 433.10

xxxii. 125 x 80 mm dia No. 434.00

xxxiii.125 x 100 mm dia No. 435.10

xxxiv.150 x 80 mm dia No. 524.40

xxxv. 150 x 100 mm dia No. 525.30




5.6

i. 15 mm dia No. 133.50

ii. 20 mm dia No. 153.50


iv. 32 mm dia No. 208.70

v. 40 mm dia No. 262.60

vi 50 mm dia No. 322.60



ix. 100 mm dia No. 631.30

5.7

i. 15 mm dia No. 29.40

ii. 20 mm dia No. 34.60


iv. 32 mm dia No. 56.40

v. 40 mm dia No. 64.40

vi. 50 mm dia No. 89.40



ix. 100 mm dia No. 184.00

x. 125 mm dia No. 238.80

xi. 150 mm dia No. 298.50

5.8

i. 15 mm dia No. 50.60

Providing and fixing G.I. union as per CPWD specification anddirection of the Engineer - in - charge.


Providing and fixing of Brass Union Joints ( Medium class ) with thepipe line including testing of joints complete as per CPWDspecification and direction of the Engineer - in - charge.

Providing and fixing G.I. socket as per CPWD specification anddirection of the Engineer - in - charge.



ii. 20 mm dia No. 62.60


iv. 32 mm dia No. 137.30

v. 40 mm dia No. 137.30

vi. 50 mm dia No. 199.30



ix. 100 mm dia No. 708.40

5.9

i. 90 mm dia No. 114.40

ii. 110 mm dia No. 153.60

iii. 140 mm dia No. 216.80


UPVC moulded socket conforming to IS : 7834 (Part - 6 ) withsolvent cement conforming to IS : 14182 including testing of jointscomplete as per CPWD specification and direction of the Engineer -in - charge.



6.1

i. 150 mm dia mtr. 627.20

ii. 200 mm dia mtr. 857.80

iii. 500 mm dia mtr. 1,329.50

iv. 550 mm dia mtr. 1,475.70

6.2

i. from 150 mm dia pilot hole to 550 mm bore hole mtr. 913.80

ii. from 200 mm dia pilot hole to 550 mm bore hole mtr. 822.40

iii. from 150 mm dia pilot hole to 460 mm bore hole mtr. 610.00

iv. from 200 mm dia pilot hole to 460 mm bore hole mtr. 549.00

6.3

mtr. 73.10

6.4

i. 300 mm dia ERW housing pipes mtr. 292.50

ii. 200 mm dia ERW blind pipes mtr. 234.30

Reaming of pilot hole to an enlarged bore hole in any soil strata bydrilling rig, disposal of excess soil or mud, including the cost forbentonite, water etc. as required to maintain the bore hole properlyas per specification ( IS : 2800 (part-I)) and direction of theEngineer - in - charge.

Washing of enlarged bore hole of 460 - 550 mm dia in any soilstrata by drilling rig, disposal of excess soil or mud, including thecost for bentonite, water etc. as required to maintain the bore holeproperly including lifting of drill pipes as per specification ( IS : 2800(part-I)) and direction of the Engineer - in - charge.

Deep Tube Well WorkBrief Description of item

DTW

Drilling and boring pilot hole in any soil strata by Drilling rig,collection of soil samples of different strata met with during drillingat various suitable levels, preservation of samples in polythenebags / sample boxes and disposal of excess soil or mud, includingthe cost for bentonite, water etc. as required to maintain the pilothole properly as per specification ( IS : 2800 (part-I)) and directionof the Engineer - in - charge.

Lowering of ERW pipe including painting with anti-corrosivebitumastic paints, fixing of M.S. ring, welding of all joints etc.complete after washing of the bore hole as per specification ( IS :2800 (part-I)) and direction of the Engineer - in - charge. ( ERWpipes will be supplied free of cost by the department from thedepartmental storeyard ).

Chapter - 6



iii. 200 mm dia ERW slotted pipes mtr. 244.00

iv. 150 mm dia ERW blind pipes mtr. 201.30

v. 150 mm dia ERW slotted pipes mtr. 207.10

6.5

i. for 200 mm dia ERW pipes No. 761.90

ii. for 150 mm dia ERW pipes No. 604.10

6.6

i. 300 x 200 mm dia No. 2,647.30

ii. 200 x 150 mm dia No. 1,693.70

6.7

i. pea gravels obtained from Durgapur, West Bengal. Cum 6,851.60

ii. pea gravels obtained from Golaghat, Assam. Cum 7,312.30

6.8

Cum 517.10

6.9

i. 300 mm dia No. 1,805.70

ii. 200 mm dia No. 1,483.00

iii. 150 mm dia No. 1,304.20

Providing and fixing of housing clamp ( made with 12 mm thick MSsheet ) by welding with blind pipe including applying of anti-corrusive bitumastic paint as per specification ( IS : 2800 (part-I))and direction of the Engineer - in - charge.

Providing and Shrouding of the deep tube well assembly withwashed pea gravels ( 2.0 - 4.75 mm effective size ) as perspecification ( IS : 4097) and direction of the Engineer - in - charge.

Shrouding of the deep tube well assembly with washed pea gravels( 2.0 - 4.75 mm effective size ) as per specification ( IS : 4097) anddirection of the Engineer - in - charge. ( pea gravels will be suppliedfrom the deptt. Free of cost from the stackyards in which the peagravels are available.)

Providing and fixing of bail plug ( made with 8 mm thick MS sheet )by welding with blind pipe including applying of anti-corrusivebitumastic paint as per specification ( IS : 2800 (part-I)) anddirection of the Engineer - in - charge.

Providing and fixing of reducing socket ( made with 8 mm thick MSsheet ) by welding with blind pipe including applying of anti-corrusive bitumastic paint as per specification ( IS : 2800 (part-I))and direction of the Engineer - in - charge.




6.10

i. using air compressor of 300 - 450 cfm output No. 23,416.90

ii. using air compressor of 1100 cfm output No. 40,232.10

6.11

i. for 300 mm dia ERW pipes No. 1,625.60

ii. for 200 mm dia ERW pipes No. 976.00

iii. for 150 mm dia ERW pipes No. 805.60

6.12

i. 100 mm dia mtr. 496.80

ii. 150 mm dia mtr. 558.80

6.13






Washing and development of tube well by using air compressor,and testing of the well as per specification ( IS : 11189 ) anddirection of the Engineer - in - charge.

Providing and fixing of well cap ( made with 8 mm thick MS sheet )by welding with blind pipe including applying of anti-corrusivebitumastic paint as per specification ( IS : 2800 (part-I)) anddirection of the Engineer - in - charge.

SBDTW with mini rig

Drilling and boring pilot hole in any soil strata by mini drilling rig,collection of soil samples of different strata met with during drillingat various suitable levels, preservation of samples in polythenebags / sample boxes and disposal of excess soil or mud, includingthe cost for bentonite, water etc. as required to maintain the pilothole properly as per specification ( IS : 2800 (part-I)) and directionof the Engineer - in - charge.

Reaming of pilot hole to an enlarged bore hole in any soil strata bymini drilling rig, disposal of excess soil or mud, including the costfor bentonite, water etc. as required to maintain the bore holeproperly as per specification ( IS : 2800 (part-I)) and direction of theEngineer - in - charge.



6.14

mtr. 54.90

6.15

A. UPVC 'CM' casing pipes

i. 100 mm dia mtr. 425.10

ii. 150 mm dia mtr. 880.40

iii. 175 mm dia mtr. 1,300.70

iv. 200 mm dia mtr. 1,787.50

B. UPVC 'CS' casing pipes

i. 150 mm dia mtr. 691.20

ii. 175 mm dia mtr. 1,041.90

iii. 200 mm dia mtr. 1,294.30

C. UPVC 'RS' pipes

i. 100 mm dia mtr. 649.70

ii. 150 mm dia mtr. 1,263.20

iii. 175 mm dia mtr. 1,900.20

iv. 200 mm dia mtr. 2,653.10

6.16

i. 100 mm dia No. 374.50

ii. 150 mm dia No. 395.30

iii. 175 mm dia No. 414.90

iv. 200 mm dia No. 455.20

Washing of enlarged bore hole of 350 - 450 mm dia in any soilstrata by mini drilling rig, disposal of excess soil or mud, includingthe cost for bentonite, water etc. as required to maintain the borehole properly, including lifting of drill pipes as per specification ( IS :2800 (part-I)) and direction of the Engineer - in - charge.

Providing & lowering of UPVC pipe as per IS:12818 after washingof the bore hole by mini drilling rig as per specification and directionof the Engineer - in - charge.

Providing and fixing of UPVC end cap suitable for UPVC 'CM'casing or 'CS' casing or 'RS' pipes as per specification anddirection of the Engineer - in - charge.




6.17

i. 150 x 100 mm dia No. 737.30

ii. 175 x 150 mm dia No. 818.00

iii. 200 x 175 mm dia No. 979.20

iv. 200 x 150 mm dia No. 938.90

DTW with high power rig

6.18

A. upto mtr.

i. 200 mm dia mtr. 902.10

ii. 320 mm dia mtr. 1,101.00

B. beyond mtr.

i. 200 mm dia mtr. 1,007.10

ii. 320 mm dia mtr. 1,376.30

6.19

A. upto mtr.





B. beyond mtr.250.00

Providing and fixing of UPVC reducer suitable for UPVC 'CM'casing or 'CS' casing or 'RS' pipes as per specification anddirection of the Engineer - in - charge.

Drilling and boring pilot hole in any soil strata by deep drilling / highpower rig, collection of soil samples of different strata met withduring drilling at various suitable levels, preservation of samples inpolythene bags / sample boxes and disposal of excess soil or mud,including the cost for bentonite, water etc. as required to maintainthe pilot hole properly as per specification ( IS : 2800 (part-I)) anddirection of the Engineer - in - charge.

250.00

250.00

Reaming of pilot hole to an enlarged bore hole in any soil strata bydeep drilling rig, disposal of excess soil or mud, including the costfor bentonite, water etc. as required to maintain the bore holeproperly as per specification ( IS : 2800 (part-I)) and direction of theEngineer - in - charge.

250.00




i. from 200 mm dia pilot hole to 550 mm bore hole mtr. 1,227.40

ii. from 200 mm dia pilot hole to 460 mm bore hole mtr. 1,074.50



6.20

mtr. 109.70

6.21

i. 100 mm dia mtr. 156.80

6.22



6.23

A. 'CM' Casing pipe

i. 150 mm dia mtr. 895.00

ii. 125 mm dia mtr. 646.40

iii. 100 mm dia mtr. 402.10

B. 'RS' pipe

i. 100 mm dia mtr. 638.40


Washing of enlarged bore hole of 460 - 550 mm dia in any soilstrata by deep drilling rig, disposal of excess soil or mud, includingthe cost for bentonite, water etc. as required to maintain the borehole properly including lifting of drill pipes as per specification ( IS :2800 (part-I)) and direction of the Engineer - in - charge.

SBDTW by manual means

Providing & lowering of UPVC pipe as per IS:12818 after washingof the bore hole by manual means as per specification and directionof the Engineer - in - charge.

Drilling and boring pilot hole in any soil strata by manual means,collection of soil samples of different strata met with during drillingat various suitable levels, preservation of samples in polythenebags / sample boxes and disposal of excess soil or mud, includingthe cost for water etc. as required to maintain the pilot hole properlyas per specification and direction of the Engineer - in - charge.

Reaming of pilot hole to an enlarged bore hole in any soil strata bymanual means, disposal of excess soil or mud, including the costfor water etc. as required to maintain the bore hole properly as perspecification and direction of the Engineer - in - charge.



6.24

mtr. 12.30


Washing and development of tube well by using hand pump or byany suitable method and testing of the well as per specification anddirection of the Engineer - in - charge.



7.1

No. 2,354.50

7.2

No. 2,917.30

7.3

No. 4,728.40

7.4

No. 6,784.20

7.5

No. 7,371.60

7.6

No. 11,630.10

7.7

No. 16,720.70

7.8

No. 28,468.30

Providing and fitting fixing steel sheet enclosed switch fuse unit(suitable for DIN fuses), triple pole with Neutral Link (TPN), currentrange 32 Amps, 415/500 Volt, L & T / Havell's/HPL make etc.complete as per specification and direction of the Engineer-in-charge.


Providing and fitting fixing of Fully Automatic Star Delta type Motorstarter ( 3 ph. 50 Hz, 415V, 50 HP/37 kw Relay range within 28-42+ 10% ) in Steel Sheet Enclosures with Contractors and Timer etc.complete suitable for submersible Pump L & T, BCH, ABB make asper specification and direction of the Engineer-in-charge.

Providing and fitting fixing of Fully Automatic Star Delta type Motorstarter ( 3 ph. 50 Hz, 415V, 75 HP/ 55 kw Relay range within 45-75+ 10% ) in Steel Sheet Enclosures with Contractors and Timer etc.complete suitable for submersible Pump L & T, BCH, ABB make asper specification and direction of the Engineer-in-charge.

Providing and fitting fixing of Fully Automatic Star Delta type Motorstarter ( 3 ph. 50 Hz, 415V, 25 HP/18.5 kw Relay range within 13-21 + 10% ) in Steel Sheet Enclosures with Contractors and Timeretc. complete suitable for submersible Pump L & T, BCH, ABBmake as per specification and direction of the Engineer-in-charge.

Providing and fitting fixing of Fully Automatic Star Delta type Motorstarter ( 3 ph. 50 Hz, 415V, 35 HP/26 kw Relay range within 20-32+ 10% ) in Steel Sheet Enclosures with Contractors and Timer etc.complete suitable for submersible Pump L & T, BCH, ABB make asper specification and direction of the Engineer-in-charge.

Chapter - 7



Electrical worksBrief Description of item


Item No. unit Rate in Rs.7.9

No. 3,787.50

7.10

i. 7/16 gauge No. 1,322.20

ii. 7/18 gauge No. 1,253.10

7.11

No. 628.80

7.12

No. 1,083.80

7.13

No. 2,765.60

7.14

No. 2,765.60

7.15

No. 2,765.60

7.16

No. 2,839.00

7.17

No. 2,985.90

Providing and fitting fixing of moving iron type, Range 0-100 V, 96mm x 96 mm size AC Amps meter direct reading type ( L & T / AEmake) with selector switch and CT coil as a electrical instrument ofthe pannel board as per specification and direction of the Engineer-in-charge.

Providing and fitting fixing of Moulded Case Circuit Breaker(MCCB) of Thermal release range 25-32 Amps, 415 + V, 50Hz (L &T, BCH, ABB make) as per specification and direction of theEngineer-in-charge.




Providing and fitting fixing of Moulded Case Circuit Breaker(MCCB) of Thermal release range 80-100 Amps, 415 + V, 50Hz (L& T, BCH, ABB make) as per specification and direction of theEngineer-in-charge.


Providing and fitting fixing of 6 feet x 4 feet x 1 inch (thickness)Gamair wood pannel board for fitting fixing of electrical items, in/c 2nos MS angle post ( size 2 inch x 2 inch x 9 feet ), nuts & bolts etc.for irrection of the same by 1:1.5:3 cement concrete casting ( 1 feetx 1 feet x 2 feet) below the ground level and painting two or morecoats & plastic paint as per specification and direction of theEngineer-in-charge.

Providing and fitting fixing with PVC insulated single coremultistrand Copper cable conforming to IS : 694 for inter connectionwith all electrical equipments of the pannel board as perspecification and direction of the Engineer-in-charge.

Providing and fitting fixing of moving iron type, Range 0-500 V, 96mm x 96 mm size AC Volt meter ( L & T / AE make) with selectorswitch as a electrical instrument of the pannel board as perspecification and direction of the Engineer-in-charge.



7.18

No. 4,992.70

7.19

No. 13,215.80

7.20

No. 6,724.90

7.21

No. 8,961.90

7.22

No. 10,240.00

7.23

No. 11,121.10


Providing and fitting fixing of Moulded Case Circuit Breaker(MCCB) of Thermal release range 128-160 Amps, 415 + V, 50Hz(L & T, BCH, ABB make) as per specification and direction of theEngineer-in-charge.

Providing earthing with perforated 40 mm dia G.I. pipe (Mediumclass) ( 12 mm dia perforation ) , 2.50 mtr. Long , laying of 4 mmdia GI wire from earth electrode to panel, including excavating holeof 600 mm dia and refilling with Salt and Charcoal / coke inalternate layers of 300 mm , as per standard specification anddirection of the Engineer-in-charge.

Repair and maintenance of 5 HP / 7.5 HP Motor suitable for 2500GPH capacity submerssible pumpset by complete dismantling in/cproviding & fitting fixing of PVC ( IS : 8783-1978 ) insulated electrograde copper ( IS : 613-1984 ) conductor winding in stator & allnecessary spare parts and reassembling the same includingservicing of rotor & necessary trial run as per specification anddirection of the Engineer-in-charge.

Repair and maintenance of 10 HP / 12.5 HP Motor suitable for 5000 GPH capacity submerssible pumpset by complete dismantling in/cproviding & fitting fixing of PVC ( IS : 8783-1978 ) insulated electrograde copper ( IS : 613-1984 ) conductor winding in stator & allnecessary spare parts and reassembling the same includingservicing of rotor & necessary trial run as per specification anddirection of the Engineer-in-charge.

Repair and maintenance of 15 HP / 17.5 HP Motor suitable for 7500 GPH capacity submerssible pumpset by complete dismantling in/cproviding & fitting fixing of PVC ( IS : 8783-1978 ) insulated electrograde copper ( IS : 613-1984 ) conductor winding in stator & allnecessary spare parts and reassembling the same includingservicing of rotor & necessary trial run as per specification anddirection of the Engineer-in-charge.

Repair and maintenance of 20 / 22.5 HP Motor suitable for 10000GPH capacity submerssible pumpset by complete dismantling in/cproviding & fitting fixing of PVC ( IS : 8783-1978 ) insulated electrograde copper ( IS : 613-1984 ) conductor winding in stator & allnecessary spare parts and reassembling the same includingservicing of rotor & necessary trial run as per specification anddirection of the Engineer-in-charge.



7.24

No. 14,634.20

7.25

No. 16,983.70

7.26

i. 20 HP No. 8,371.60

ii. 25 - 30 HP No. 11,318.60

iii. 35 - 40 HP No. 12,992.90

iv. 50 HP No. 16,207.70

v. 65 - 75 HP No. 20,460.40

vi. 90 - 100 HP No. 24,445.40

vii. 125 HP No. 33,152.40

viii. 170 HP No. 45,677.40

7.27

i. 1.0 - 1.5 HP No. 1,356.20

ii. 2.0 - 3.0 HP No. 2,444.50

iii. 5.0 HP No. 3,241.50

Repair and maintenance of 30 HP Motor suitable for 15000 GPHcapacity submerssible pumpset by complete dismantling in/cproviding & fitting fixing of PVC ( IS : 8783-1978 ) insulated electrograde copper ( IS : 613-1984 ) conductor winding in stator & allnecessary spare parts and reassembling the same includingservicing of rotor & necessary trial run as per specification anddirection of the Engineer-in-charge.

Repair and maintenance of 35/40 HP Motor suitable for 20000 GPHcapacity submerssible pumpset by complete dismantling in/cproviding & fitting fixing of PVC ( IS : 8783-1978 ) insulated electrograde copper ( IS : 613-1984 ) conductor winding in stator & allnecessary spare parts and reassembling the same includingservicing of rotor & necessary trial run as per specification anddirection of the Engineer-in-charge.

Rewinding of Motor suitable V.T. pumps by complete dismantlingin/c providing & rewinding with Super enamelled copper conductor(as per IS : 13730 Part-3 ) conductor & all necessary spare partsand reassembling the same including servicing of rotor & necessarytrial run as per specification and direction of the Engineer-in-charge.

Rewinding of Horizontal Motor suitable for centrifugal pumps bycomplete dismantling in/c providing & rewinding with Superenamelled copper conductor (as per IS : 13730 Part-3 ) conductor& all necessary spare parts and reassembling the same includingservicing of rotor & necessary trial run as per specification anddirection of the Engineer-in-charge.




iv. 7.5 - 10 HP No. 4,570.90

v. 12.5 - 15 HP No. 5,927.10

vi. 20 HP No. 7,601.40

vii. 25 - 30 HP No. 11,050.80

viii. 40 HP No. 13,495.30

ix. 50 HP No. 16,475.40

x. 60 HP No. 20,460.40

xi. 75 HP No. 21,364.50

xii. 100 HP No. 24,546.10

xiii. 125 HP No. 33,152.40




8.1

i. No. 9,762.80

ii. No. 10,547.90

iii. No. 11,914.80

iv. No. 15,446.00

8.2

i.No. 19,202.20

ii.No. 23,569.00

iii.No. 30,870.70

iv.No. 39,919.70

8.3

i. For 65 mm dia G.I. pipe with 10 mm thick GI flange No. 530.20

10000 GPH capacity with 100 mm dia G.I. pipe and 10 mmthick GI flange

15000 / 20000 GPH capacity with 125 mm dia G.I. Pipe and12 mm thick GI flange

Fabrication of column pipe including providing & fitting fixing of G.I.flange by cutting the GI pipe into 3.05 mtrs. Size and welding thesame with GI flange as per specification and direction of theEngineer-in-charge ( G.I. pipe will be issued by the Department atfree of cost ).

Installation of submerssible pump with suitable motor upto thedepth of 80 ft to 100 ft by 65 / 80 / 100 / 125 mm dia GI pipe weldedwith GI flange in/c providing fitting fixing by necessary rubberwasher, nuts & bolts, MS safety clamp etc. as per required size andmaking necessary electrical connection with main switch / starterwith motor in/c commissioning & trial run as per direction of theEngineer-in-charge ( pump, motor with cable, 65 / 80 / 100 / 125mm dia GI pipe for assembly will be issued by the Department atfree of cost ).

2500 GPH capacity with 10 mm thick GI flange

2500 GPH capacity with 65 mm dia G.I. pipe and 10 mm thickGI flange

5000 / 7500 GPH capacity with 80 mm dia G.I. pipe and 10mm thick GI flange

Chapter - 8Mechanical works


15000 / 20000 GPH capacity with 12 mm thick GI flange

Installation of submerssible pump with motor upto the depth of 100ft by GI pipe ( conforming to IS : 1239 medium class ) with tailpieceas required welded with GI flange in/c providing fitting fixing bynecessary rubber washer, nuts & bolts, MS safety clamp etc. as perrequired size and making necessary electrical connection with mainswitch / starter with motor in/c commissioning & trial run as perdirection of the Engineer-in-charge (pump, motor with cable will beissued by the Department at free of cost but G.I. pipe of mediumclass for column assembly will be supplied by the agency at hiscost).

5000 / 7500 GPH capacity with 10 mm thick GI flange

10000 GPH capacity with 10 mm thick GI flange



ii. For 80 mm dia G.I. pipe with 10 mm thick GI flange No. 591.20

iii. For 100 mm dia G.I. pipe with 10 mm thick GI flange No. 642.30

iv. For 125 mm dia G.I. pipe with 12 mm thick GI flange No. 960.40

v. For 150 mm dia G.I. pipe with 12 mm thick GI flange No. 1,094.40

8.4

i. For 65 mm dia G.I. pipe with 10 mm thick GI flange No. 1,545.00

ii. For 80 mm dia G.I. pipe with 10 mm thick GI flange No. 1,987.50

iii. For 100 mm dia G.I. pipe with 10 mm thick GI flange No. 2,662.10

iv. For 125 mm dia G.I. pipe with 12 mm thick GI flange No. 3,443.40

v. For 150 mm dia G.I. pipe with 12 mm thick GI flange No. 4,057.00

8.5

i. No. 692.10

ii. No. 188.40

iii.No. 212.90

iv. No. 1,433.70

v. No. 1,483.10

vi. No. 1,483.10

vii. No. 1,434.30

viii. No. 32.70

ix. No. 452.90

x. No. 32.70

Bronze grade LTB 2/12% chromium steel grade shaft sleeve

Stainless steel pump shaft

Cast iron grade (FG200) pump bowl/diffuser

SS Impeller lock

SS half coupling

Stud bolt & nut

Cast iron grade (FG200) discharge casing

Cast iron grade (FG200) suction casing


Providing & fabrication of column pipe including fitting fixing of G.I.flange by cutting the GI pipe ( conforming to IS : 1239 mediumclass ) into 3.05 mtr. long and welding the same with GI flange asper specification and direction of the Engineer-in-charge ( G.I. pipewill be provided by the agency at his own cost & risk).

Repair and maintenance of 2500 GPH capacity submerssible pumpby complete dismantling including providing and fitting fixing of allnecessary spare parts ( conforming to IS : 8034 ) and reassemblingthe same including machining, servicing & necessary trial run asper specification and direction of the Engineer-in-charge.

Bronze/SS Impeller

Bronze grade LTB 2 / Cutless rubber bush



xi. No. 1,186.50

8.6

i. No. 1,384.30

ii. No. 276.90

iii.No. 237.30

iv. No. 1,680.90

v. No. 1,680.90

vi. No. 1,680.90

vii. No. 1,884.50

viii. No. 37.60

ix. No. 502.30

x. No. 32.70

xi. No. 1,186.50

8.7

i. No. 1,878.60

ii. No. 276.90

iii.No. 237.30

iv. No. 2,175.30

v. No. 1,977.50

vi. No. 1,928.70

vii. No. 1,942.60

Repair and maintenance of 7500/10000 GPH capacitysubmerssible pump by complete dismantling including providingand fitting fixing of all necessary spare parts ( conforming to IS :8034 ) and reassembling the same including machining, servicing &necessary trial run as per specification and direction of theEngineer-in-charge.

Bronze/SS Impeller



Repair and maintenance of 5000 GPH capacity submerssible pumpby complete dismantling including providing and fitting fixing of allnecessary spare parts ( conforming to IS : 8034 ) and reassemblingthe same including machining, servicing & necessary trial run asper specification and direction of the Engineer-in-charge.

Bronze/SS Impeller

Bronze grade LTB 2/ cutless rubber bush






SS Impeller lock

SS half coupling



Stud bolt & nut

Dismantling, repairing, reassembling, servicing







viii. No. 42.60

ix. No. 601.20

x. No. 37.60

xi. No. 1,186.50

8.8

i. No. 2,373.00

ii. No. 375.70

iii.No. 287.30

iv. No. 2,373.00

v. No. 2,175.30

vi. No. 2,175.30

vii. No. 2,291.60

viii. No. 47.50

ix. No. 798.90

x. No. 37.60

xi. No. 1,186.50

8.9

A. C.I. Impeller

i. for 30000 GPH capacity centrifugal pump No. 10,265.50

ii. for 45000 / 50000 GPH capacity centrifugal pump No. 12,876.90

iii. for 62500 GPH capacity centrifugal pump No. 13,758.10

iv. for 100000 GPH capacity centrifugal pump No. 15,470.90

B. Bronze Impeller




SS Impeller lock

SS half coupling

Stud bolt & nut


Repairing of centrifugal pumps by providing and replacing ofimpeller ( conforming to IS : 1520 ) as per specification and thedirection of the Engineer-in-charge.


Repair and maintenance of 15000 / 20000 GPH capacitysubmerssible pump by complete dismantling including providingand fitting fixing of all necessary spare parts ( conforming to IS :8034 ) and reassembling the same including machining, servicing &necessary trial run as per specification and direction of theEngineer-in-charge.

Bronze/SS Impeller





SS Impeller lock

SS half coupling

Stud bolt & nut



B. Bronze Impeller





8.10

A. SS / GM Bush (sleeve)





B. C.I. Bush (sleeve)





8.11

i. for 30000 GPH capacity centrifugal pump No. 570.00

ii. for 45000 / 50000 GPH capacity centrifugal pump No. 617.70

iii. for 62500 GPH capacity centrifugal pump No. 665.40

iv. for 100000 GPH capacity centrifugal pump No. 713.10

8.12




Repairing of centrifugal pumps by providing and replacing of Bush(sleeve) ( conforming to IS : 1520 ) as per specification and thedirection of the Engineer-in-charge.

Repairing of centrifugal pumps by providing and replacing of joiningpaper ( conforming to IS : 1520 ) as per specification and thedirection of the Engineer-in-charge.

Repairing of centrifugal pumps by providing and replacing ofcoupling ( conforming to IS : 1520 ) with necessary fitting as perspecification and the direction of the Engineer-in-charge.





8.13

i. for 30000 GPH capacity centrifugal pump No. 649.10

ii. for 45000 / 50000 GPH capacity centrifugal pump No. 825.90



8.14

i. for 10000 GPH capacity V.T. pump No. 268.70

ii. for 20000 / 27500 GPH capacity V.T. pump No. 404.80

iii. for 40000 / 50000 GPH capacity V.T. pump No. 927.10

iv. for 62500 / 65000 / 75000 GPH capacity V.T. pump No. 1,005.00

v. for 100000 / 135000 GPH capacity V.T. pump No. 1,579.70

8.15


ii. for 20000 / 27500 GPH capacity V.T. pump No. 1,032.90

iii. for 40000 / 50000 GPH capacity V.T. pump No. 1,594.80



8.16



Repairing of V.T. pumps by providing and replacing of Rubber bushfor bowel ( conforming to IS : 1710 ) as per specification and thedirection of the Engineer-in-charge.


Repairing of centrifugal pumps by providing and replacing of Ballbearing ( conforming to IS : 1520 ) as per specification and thedirection of the Engineer-in-charge.

Repairing of V.T. pumps by providing and replacing of G.M. bushfor bowel ( conforming to IS : 1710 ) as per specification and thedirection of the Engineer-in-charge.

Repairing of V.T. pumps by providing and replacing of G.M. bushfor suction case / discharge case ( conforming to IS : 1710 ) as perspecification and the direction of the Engineer-in-charge.




iv. for 62500 / 65000 / 75000 GPH capacity V.T. pump No. 545.60

v. for 100000 / 135000 GPH capacity V.T. pump No. 724.70

8.17






8.18

i. for 10000 GPH capacity V.T. pump No. 1,666.90

ii. for 20000 / 27500 GPH capacity V.T. pump No. 4,728.50

iii. for 40000 / 50000 GPH capacity V.T. pump No. 13,272.40




Repairing of V.T. pumps by providing and replacing of MS lock (conforming to IS : 1710 ) as per specification and the direction ofthe Engineer-in-charge.

Repairing of V.T. pumps by providing and replacing of bronzeimpeller ( conforming to IS : 1710 ) as per specification and thedirection of the Engineer-in-charge.


Item No. unit Rate in Rs.9.1

A. Class - 3 ( working pressure 6.0 kg / cm2)


ii. 110 mm OD Metre 9.50

iii. 140 mm OD Metre 12.10

B. Class - 5 ( working pressure 10.0 kg / cm2)


9.2













xiii. 700 mm dia Metre 201.60

Charges for laying S & S Centrifugally Cast ( Spun ) Ductile IronClass K-7 Pipes conforming to IS : 8329 as per CPWD specification and direction of the Engineer - in - charge.

Brief Description of itemCharges for fixing and laying rigid UPVC pipes jointing withcouplers, solvent cement including testing of joints complete (excluding the cost of pipes, couplers, solvent cement which are tobe issued from the department free of cost and specials like bend,tees etc. which will be paid separately ) as per CPWD specificationand direction of the Engineer - in - charge.

Chapter - 9Miscellaneous items



xiv. 800 mm dia Metre 258.50

xv. 900 mm dia Metre 303.90

xvi. 1000 mm dia Metre 369.00

9.3














xiv. 800 mm dia Metre 296.20

xv. 900 mm dia Metre 350.90

xvi. 1000 mm dia Metre 405.30

9.4



iii. 125 mm dia Metre 44.40Item No. unit Rate in Rs.


Charges for laying S & S Centrifugally Cast ( Spun ) Ductile IronClass K - 9 Pipes conforming to IS : 8329 as per CPWDspecification and direction of the Engineer - in - charge.

Charges for laying Doubled flanged ( Screwed / Welded )Centrifugally cast ( Spun ) Ductile Iron Pipes of Class K - 9conforming to IS : 8329 as per CPWD specification and direction ofthe Engineer - in - charge.













9.5













9.6

i. 80 mm dia Metre 14.70Item No. unit Rate in Rs.

Charges for laying Double Flanged ( screwed / welded )centrifugually ( Spun ) cast iron, class B ( IS : 1536 ) as per CPWDspecification and direction of the Engineer - in - charge.

Charges for laying S & S centrifugally cast ( spun ) iron pipes (Class L A ) conforming to IS : 1536. as per CPWD specificationand direction of the Engineer - in - charge.














9.7

No. 12,795.70

9.8

cum 14,289.40

9.9

cum 14,169.00

9.10

No. 621.20

9.11Hour 197.20

9.12

i. 150 mm dia. No. 259.40Item No. unit Rate in Rs.

Taking out lime stone / graded gravel / filter sand from top slab ofsedimentation tank filter bed, through washing by water & placingthe whole lime stone / graded gravel / filter sand at original placeafter washing in IRP as per specification and the direction of theEngineer-in-charge.

Providing and placing rapid gravity filter sand having effective sizeof 0.50 mm to 1.00 mm & uniformity co-efficient of not more than1.70 and or less than 1.30 obtained from Barakar river West Bengalas per specification and the direction of the Engineer - in - charge.

Pumping out water by Diesel engine pump as per specification andthe direction of the Engineer - in-charge.

Charges for making G.I. Short piece i/c. cutting, threading at bothend, fitting, fixing at site etc. as per specification and the directionof the Engineer-in-charge. ( G.I. pipes will be supplied from thedepartment free of cost ).


Providing and placing rapid gravity filter sand having effective sizeof 3.00 mm to 25 mm & uniformity co-efficient of not more than 1.70and or less than 1.30 obtained from Barakar river, West Bengal asper specification and the direction of the Engineer - in-charge.

Providing and fitting fixing of water pressure meter ( 0.0 - 14.0 Kg/sqcm.) as per relevant IS specification and the direction of theEngineer - in-charge.


ii. 125 mm dia. No. 233.50

iii. 100 mm dia. No. 207.50

iv. 80 mm dia. No. 181.50

v. 65 mm dia. No. 162.50

vi. 50 mm dia. No. 136.60

vii. 40 mm dia. No. 110.60

viii. 32 mm dia. No. 84.90

9.13

i. 150 x 125 mm dia. No. 447.50

ii. 150 x 100 mm dia. No. 404.60

iii. 125 x 100 mm dia. No. 379.10

iv. 100 x 80 mm dia. No. 344.10

v. 100 x 50 mm dia. No. 309.10

9.14

i. 150 mm dia No. 417.00

ii. 125 mm dia No. 354.90

iii. 100 mm dia No. 304.50

iv. 80 mm dia No. 271.20

v. 65 mm dia No. 237.80

vi. 50 mm dia No. 204.50

9.15

i. 150 mm dia No. 324.00

ii. 125 mm dia No. 285.10

Item No. unit Rate in Rs.Brief Description of item

Charges for making G.I. reducer i/c. cutting, welding, threading atboth end, fitting, fixing at site etc. as per specification and thedirection of the Engineer-in-charge. ( G.I. pipes will be suppliedfrom the department free of cost ).

Providing & fitting fixing of G.I. flange ( 10 mm wall thickness ) bywelding with G.I. / MS pipe and placing position as per specificationand the direction of the Engineer-in-charge.

Providing & fitting fixing of MS flange ( 8 mm wall thickness ) bywelding with G.I. / MS pipe and placing position as per specificationand the direction of the Engineer-in-charge.


iii. 100 mm dia No. 234.70

iv. 80 mm dia No. 213.00

v. 65 mm dia No. 179.70

vi. 50 mm dia No. 158.00

9.16

i. 150 mm dia No. 433.50

ii. 125 mm dia No. 387.40

iii. 100 mm dia No. 329.60

iv. 80 mm dia No. 291.70

v. 65 mm dia No. 245.50

vi. 50 mm dia No. 211.10

9.17

No. 2,349.90

9.18

i. 15 mm dia 125 mm long No. 399.60

9.19

Mtr. 556.00

9.20

No. 94.00

9.21

cum 23,920.70

9.22Cum 391.60


Charges for making G.I. tail piece with MS flange ( 8 mm wallthickness ) at one end & threading at other end in/c. cutting,threading, welding & fitting, fixing as per specification and thedirection of the Engineer-in-charge. ( G.I. pipes will be suppliedfrom the department free of cost ).

Providing and fitting, fixing plastic squatting plate as per relevant ISspecification and the direction of the Engineer-in-charge.

Providing and fitting, fixing PTMT bib cock with fancy flangeconforming to IS : 781 as per specification and the direction of theEngineer-in-charge.

Providing and placing of anthracite coal ( 3 mm to 6 mm) of SP gr.1.4 in IRP as per specification & direction of the Engineer-in-charge.

Lifting of filter media from package type IRP filter chamber as perspecification and the direction of the Engineer-in-charge.


Providing and fitting fixing PVC suction hose pipes of wall thickness6 mm. as per relevant IS specification and direction of Engineer-in-charge.

Providing and fitting fixing M.S. clamp for hose pipes with nuts &bolts complete as per relevant IS specification and direction ofEngineer-in-charge.


9.23

Cum 639.80

9.24

Cum 446.30

9.25

Metre 105.80

9.26

No. 1,681.60

9.27

cum 6,694.10

9.28

A. by mechanical means Metre 97.50

B. by manual means Metre 130.90

9.29

i. 150 mm dia Mtr. 930.50

ii. 125 mm dia Mtr. 783.00


9.30

i. 150 mm dia Mtr. 17.50




Charges for lifting of pump, motor, column pipe etc. from intake welland stacking the same at suitable place as per specification andthe direction of the Engineer-in-charge.

Providing and spreading of lime stone of 20 mm average nominalsize thoroughly washed with clear water containing chlorinecontents not less then 0.75 ppm out side the lime stone bed of theI. R. plant as per specification and the direction of the Engineer-in-charge.

Placing of G.I. pipe over the pump house on top portion of theR.C.C. column as per specification and the direction of theEngineer-in-charge. (excluding the G.I. pipe which will suppled freeof cost from the departmental storeyard ).


Charges for spreading of filter media ( sand and gravel after propercleaning and washing ) inside the package type IRP as perspecification and the direction of the Engineer-in-charge. (excluding the cost of sand and gravel ).

Making road crossing by horizontal boring for smooth laying ofUPVC / CI / DI / GI pipes etc. of required dia complete as perspecification and the direction of the Engineer-in-charge.

Providing and placing of G.I. pipe over the pump house on topportion of the R.C.C. column as per specification and the directionof the Engineer-in-charge.

Charges for spreading of filter media ( sand and gravel ) inside thepackage type IRP as per specification and the direction of theEngineer-in-charge. ( excluding the cost of sand and gravel ).

Dismantling of ASTM pipe from filter bed and stacking the same asper specification and the direction of the Engineer-in-charge.


9.31

i. 150 mm dia No. 2,101.40

9.32

i. 90 mm OD No. 193.50

ii. 110 mm OD No. 211.50

iii. 140 mm OD No. 230.20

iv. 160 mm OD No. 244.60

9.33

No. 49.00

9.34

i. 90 mm dia. Metre 88.00

ii. 110 mm dia. Metre 94.30

iii. 140 mm dia. Metre 103.70

9.35

i. 6 mm dia nominal bore No. 90.40

ii. 10 mm dia nominal bore No. 99.20

iii. 15 mm dia nominal bore No. 108.00

iv. 20 mm dia nominal bore No. 125.70

v. 25 mm dia nominal bore No. 134.60


Providing and fitting fixing MS Foot valve as per relevant ISspecification and the direction of the Engineer-in-charge.

Charges for repairing of leakage in UPVC / HDPE pipe line withPVC coupler & solvent cement etc. including necessary earthexcavation, backfilling of soil as required after laying of pipeline, inlayers not exceeding 200 mm in depth including consolidating eachdeposited layer by ramming, watering etc. complete as perspecification & direction of the Engineer-in-charge.

Providing and fitting fixing 15 mm dia PVC / plastic bib cockconforming to IS : 9763 in hydrant points at different location asper specification & direction of the Engineer-in-charge.

Charges for dismantling PVC / HDPE pipe after necessaryexcavation of earth including washing and stacking of pipesproperly at site with all leads and lifts and backfilling of soil asrequired after laying of pipeline, in layers not exceeding 200 mm indepth including consolidating each deposited layer by ramming,watering etc. complete as per specification & direction of theEngineer-in-charge.

Charges for making hole by drilling and making thread by thread bitin the CI / DI pipe as per specification & direction of the Engineer-in-charge.



9.36

No. 1,322.60

9.37

No. 1,670.20

Providing and fixing in position Precast RCC hydrant post of size200 x 200 mm at the bottom & 150 x 150 mm at the top and 1300mm high ( made with cement concrete 1 : 2 : 4 ( 1 cement : 2 sand :4 brick aggregate 1st class 20 mm nominal size) and steelreinforcement ( TMT bars ) 8 mm dia 1200 mm long 4 nos and 8mm dia stirrup 9 Nos ), 500 mm shall be kept below ground level ,embedding the same with in 500 x 500 x 500 mm cement concrete1 : 5 : 10 ( 1 cement : 5 sand : 10 brick aggregate 1st class 40 mmnominal size ) including plastering the exposed surface with 12 mmthick cement mortar 1 : 3 ( 1 cement: 3 sand ) finished with afloating coat of neat cement ) including providing & embedding 15mm dia G.I. pipe (medium class) 1250 mm long with necessary GIfittings like elbow 2 Nos, socket 1 no, nipple 300 mm long 1 no,union 1 no etc. and fitting fixing of CI long handle bib cock bywelding with GI socket complete with all earth work requiredincluding refilling as per CPWD specification and direction ofEngineer-in-charge.

Providing and fixing in position Precast RCC platform of size 1100 x 1100 mm x 100 mm with curb of size 50 x 50 mm keeping anopening of 100 mm long in a suitable place for draining out of water( made with cement concrete 1 : 2 : 4 ( 1 cement : 2 sand : 4 brickaggregate 1st class 20 mm nominal size) and steel reinforcement (TMT bars ) 8 Nos, 8 mm dia in both direction including plasteringthe exposed surface with 12 mm thick cement mortar 1 : 3 ( 1cement: 3 sand ) finished with a floating coat of neat cement )complete with all earth work required including refilling as perCPWD specification and direction of Engineer-in-charge.

Chapter - 10



10.1

i.No. 2,874.30

ii.

No. 6,610.40

10.2

i. W.C. pan with ISI marked white solid plastic seat and lid. No. 2,636.70

ii. W.C. pan with ISI marked black solid plastic seat and lid. No. 2,599.80

10.3

i. W.C. pan with ISI marked White solid plastic seat and lid. No. 4,628.30

ii. W.C. pan with ISI marked Black solid plastic seat and lid. No. 4,608.90


White Vitreous china Orissa pattern W.C. pan of size 580 x440 mm with integral type foot rests.

Stainless Steel AISI-304(18/8) Orissa pattern W.C. pan ofsize 585 x 480 mm with flush pipe and integrated type footrests

Providing and fixing white vitreous china pedestal type water closet( European type W.C. pan ) with seat and lid, 10 litre low levelwhite P.V.C. flushing cistern with manually controlled device (handle lever ) conforming to IS: 7231, with all fittings and fixturescomplete including cutting and making good the walls and floorswherever required, as per chapter 19 of CPWD specification anddirection of the Engineer - in - charge.

Providing and fixing white vitreous china pedestal type water closet( European type ) with seat and lid, 10 litre low level white vitreouschina flushing cistern & C.P. flush bend with fittings & C.I. brackets,40 mm flush bend, overflow arrangement with specials of standardmake and mosquito proof coupling of approved municipal designcomplete including painting of fittings and brackets, cutting andmaking good the walls and floors wherever required, as per chapter19 of CPWD specification and direction of the Engineer - in -charge.


Sanitary InstallationBrief Description of item

Providing and fixing water closet squatting pan ( Indian type W.C.pan ) with 100 mm sand cast iron P or S trap, 10 litre low levelwhite P.V.C. flushing cistern with manually controlled device (handle lever ) conforming to IS: 7231, with all fittings and fixturescomplete including cutting and making good the wall and floorswherever required, as per chapter 19 of CPWD specification anddirection of the Engineer - in - charge.


10.4

i.No. 2,376.80

ii.No. 4,343.00

iii.No. 5,458.40

iv.No. 7,423.50

10.5

i.No. 4,448.20

ii.No. 7,222.90

iii.No. 9,682.20

iv.No. 12,021.40

10.6


Range of three urinal basin with 10 litre white P.V.C.automatic flushing cistern.

Range of four urinal basin with 10 litre white P.V.C. automaticflushing cistern.


Range of two half stall urinal with 5 ltr. P.V.C. automaticflushing cistern.

Range of three half stall urinal with 10 ltr. P.V.C. automaticflushing cistern.

Range of four half stall urinal with 10 ltr. P.V.C. automaticflushing cistern.

Providing and fixing one piece construction white vitreous chinasquatting plate with an integral longitudinal flushing pipe, whitePVC automatic flushing cistern, with fittings, standard size GI flushpipe for back and front flush with standard spreader pipes withfittings, G.I. clamps and C.P. brass coupling complete includingpainting of fittings and cutting and making good the walls and floorsetc. wherever required, as per chapter 19 of CPWD specificationand direction of the Engineer - in - charge.

Providing and fixing white vitreous china flat back half stall urinal ofsize 580 x 380 x 350 mm with white PVC automatic flushingcistern, with fittings, standard size C.P. brass flush pipe, spreaderswith unions and clamps ( all in C.P. brass ) with waste fitting asper IS: 2556, C.I. trap with outlet grating and other couplings in C.P.brass including painting of fittings and cutting and making good thewalls and floors wherever required, as per chapter 19 of CPWDspecification and direction of the Engineer - in - charge.

Single half stall urinal with 5 ltr. P.V.C. automatic flushingcistern.

Providing and fixing white vitreous china flat back or wall cornertype lipped front urinal basin of 430 x 260 x 350 mm and 340 x 410x 265 mm sizes respectively with automatic flushing cistern withstandard flush pipe and C.P. brass spreaders with brass unionsand G.I. clamps complete, including painting of fittings andbrackets, cutting and making good the walls and floors whereverrequired, as per chapter 19 of CPWD specification and direction ofthe Engineer - in - charge.

One urinal basin with 5 litre white P.V.C. automatic flushing cistern.

Range of two urinal basin with 5 litre white P.V.C. automaticflushing cistern.


i.No. 2,801.90

ii.No. 4,235.50

iii.No. 5,690.60

iv.No. 6,988.10

10.7

i.No. 1,861.30

ii.No. 1,631.80

iii.No. 1,561.10

iv.No. 1,411.80

v.No. 1,568.60

vi.No. 1,232.90

vii.No. 1,268.40

viii.No. 3,065.30

ix.No. 2,470.60

x.No. 2,849.10

xi.No. 2,627.10


Stainless Steel AISI-304 (18/8) Round basin 530x345 mmwith single 15 mm C.P. brass pillar tap.


White Vitreous China wash basin size 550x400 mm with apair of 15 mm C.P. brass pillar taps.

White Vitreous China flat back Wash basin size 550x400mmwith a single of 15mm C.P.brass pillar tap.

White Vitreous China Angle back Wash basin size600x480mm with a single of 15mm C.P.brass pillar tap.

White Vitreous China Angle back Wash basin size400x400mm with a single of 15mm C.P.brass pillar tap.

White Vitreous China flat back Wash basin size 450x300mmwith a single of 15mm C.P.brass pillar tap.

White Vitreous China Surgeon type Wash basin size660x460mm with a pair of 15mm C.P.brass pillar taps with

White vitreous china surgeon type wash basin of size660x460mm with single 15mm C.P.brass pillar taps with

Stainless Steel AISI-304 (18/8) Round basin 405x355 mmwith single 15 mm C.P. brass pillar tap.

Single squatting plate with 5 ltr. P.V.C. automatic flushingcistern.

White Vitreous China Wash basin size 630 x 450 mm with apair of 15 mm C.P.brass pillar tap.

White Vitreous China Wash basin size 630 x 450 mm with asingle of 15 mm C.P.brass pillar tap.

Range of four squatting plate with 10 ltr. P.V.C. automaticflushing cistern.

Providing and fixing wash basin with C.I. brackets, 15 mm C.P.brass pillar taps, 32 mm C.P. brass waste of standard pattern,including painting of fittings and brackets, cutting and making goodthe walls wherever required, as per chapter 19 of CPWDspecification and direction of the Engineer - in - charge.

Range of two squatting plate with 5 ltr. P.V.C. automaticflushing cistern.

Range of three squatting plate with 10 ltr. P.V.C. automaticflushing cistern.


10.8

No. 1,053.30

10.9

i.No. 2,383.10

10.10

A. Kitchen sink with drain board

i. 510 x 1040 mm bowl depth 250 mm. No. 7,522.20

ii. 510 x 1040 mm bowl depth 225 mm. No. 7,077.70

iii. 510 x 1040 mm bowl depth 200 mm. No. 6,337.20

lv. 510 x 1040 mm bowl depth 178 mm. No. 5,171.60

B. Kitchen sink without drain board

i. 610 x 510 mm bowl depth 200 mm. No. 4,157.80

ii. 610 x 460 mm bowl depth 200 mm. No. 3,862.00

iii. 470 x 420 mm bowl depth 178 mm. No. 2,529.50

10.11

i. Size 450 x 300 x 150 mm. No. 1,757.30

ii. Size 600 x 450 x 200 mm. No. 3,040.40


White glazed fire clay kitchen sink of size 600 x 450 x 250mm.

Providing and fixing Stainless steel AISI 304 ( 18/8 ) kitchen sinkas per IS 13983 with C.I. brackets and stainless steel plug 40 mmincluding painting of fittings and brackets, cutting and making goodthe walls wherever required, as per chapter 19 of CPWDspecification and direction of the Engineer - in - charge.

Providing and fixing white vitreous china laboratory sink with C.I.brackets, C.P.brass chain with rubber plug 40 mm C.P. brass wasteand 40 mm C.P. brass trap with necessary C.P. brass unionscomplete including painting of fittings and brackets, cutting andmaking good the wall wherever required, as per chapter 19 ofCPWD specification and direction of the Engineer - in - charge.


Providing and fixing white vitreous china pedestal for wash basincompletely recessed at the back for the reception of pipes andfittings, as per chapter 19 of CPWD specification and direction ofthe Engineer - in - charge.

Providing and fixing kitchen sink with C.I. brackets, C.P.brass chainwith rubber plug, 40 mm C.P. brass waste complete, includingpainting the fittings and brackets, cutting and making good the walls wherever required, as per chapter 19 of CPWD specification anddirection of the Engineer - in - charge.


10.12

i.No. 821.80

10.13

i. Long pattern W.C. pan of size 580 mm. No. 555.40

ii. Orissa pattern W.C. pan of size 580 x 440 mm. No. 1,270.20

10.14 No. 325.20

10.15

No. 1,185.80

10.16

No. 678.30

10.17

i. 250 x 130 x 30 mm No. 174.40

ii. 250 x 125 x 25 mm No. 165.90

10.18

i. 10 ltr. Capacity - White No. 893.50

ii. 10 ltr. Capacity - coloured No. 985.50

10.19


Providing and fixing white vitreous china water closet squatting pan( Indian type ) as per chapter 19 of CPWD specification anddirection of the Engineer - in - charge.

Extra for using coloured W.C. pan instead of white W.C. pan

Providing and fixing white vitreous china pedestal type ( Europeantype / wash down type ) water closet pan, as per chapter 19 ofCPWD specification and direction of the Engineer - in - charge.

Extra for using coloured pedestal type W.C. pan ( European type)with low level cistern of same colour instead of white vitreous chinaW.C. pan and cistern, as per chapter 19 of CPWD specification anddirection of the Engineer - in - charge.

Providing and fixing controlled flush, low level cistern made ofvitreous china with all fittings complete, as per chapter 19 ofCPWD specification and direction of the Engineer - in - charge.


Providing and fixing a pair of white vitreous china foot rests ofstandard pattern for squatting pan water closet, as per chapter 19of CPWD specification and direction of the Engineer - in - charge.

Providing and fixing PVC low level flushing cistern with manuallycontrolled device ( handle lever ) conforming to IS : 7231, with allfittings and fixtures complete, as per chapter 19 of CPWDspecification and direction of the Engineer - in - charge.

Providing and fixing draining board with C.I. brackets includingpainting of brackets, cutting and making good the walls whereverrequired, as per chapter 19 of CPWD specification and direction ofthe Engineer - in - charge.

White glazed fire clay draining board of size 600 x 450 x 25mm


i. 10 ltr.( full flush) Capacity - white. No. 1,468.10

ii. 10 ltr.( full flush) Capacity - coloured. No. 2,089.50

10.20

i. White solid plastic seat with lid. No. 410.00

ii. Black solid plastic seat with lid. No. 390.00

10.21

No. 156.10

10.22

No. 93.90

10.23

No. 712.80

10.24

No. 1,313.70

10.25

i. Flat back wash basin of size 630 x 450 mm No. 1,090.90

ii. Flat back wash basin of size 550 x 400 mm No. 855.10

iii. Angle back wash basin of size 600 x 480 mm. No. 1,011.90

iv. Angle back wash basin of size 400 x 400 mm. No. 676.20

v. Flat back wash basin of size 450 x 300 mm. No. 698.30

vi. Surgeon type wash basin of size 660 x 460 mm. No. 1,482.30

10.26


Providing and fixing white vitreous china squatting plate urinal withintegral rim longitudinal flush pipe, as per chapter 19 of CPWDspecification and direction of the Engineer - in - charge.

Providing and fixing white vitreous china wash basin includingmaking all connectiions but excluding the cost of fittings, as perchapter 19 of CPWD specification and direction of the Engineer - in- charge.

Providing and fixing solid plastic seat with lid for pedestal type W.C.pan complete, as per chapter 19 of CPWD specification anddirection of the Engineer - in - charge.

Extra for providing coloured other than black solid PVC plastic seatand cover in European type WC pan, instead of white plastic seatand cover as per chapter 19 of CPWD specification and direction ofthe Engineer - in - charge.

Providing and fixing kitchen sink including making all connectionsexcluding cost of fittings as per chapter 19 of CPWD specificationand direction of the Engineer - in - charge.


Providing and fixing G.I. inlet connection for flush pipe connectingwith W.C. pan, as per chapter 19 of CPWD specification anddirection of the Engineer - in - charge.

Providing and fixing white vitreous china flat back or wall cornertype lipped front urinal basin of 430 x 260 x 350 mm and 340 x 410x 265 mm sizes respectively as per chapter 19 of CPWDspecification and direction of the Engineer - in - charge.


i.No. 2,136.00

10.27

i. Size 450 x 300 x 150 mm. No. 1,042.60

ii. Size 600 x 450 x 200 mm. No. 2,128.60

10.28

A. Semi rigid pipe

i. 32 mm dia No. 51.30

ii. 40 mm dia No. 58.80

B. Flexible pipe

i. 32 mm dia No. 57.30

ii. 40 mm dia No. 60.30

10.29

No. 22.80

10.30

No. 33.20

10.31

No. 578.90

10.32

i. Circular shape 450 mm dia. No. 738.50


Providing and fixing P.V.C. waste pipe for sink or wash basinincluding P.V.C. waste fittings complete as per chapter 19 ofCPWD specification and direction of the Engineer - in - charge.

Providing and fixing 100 mm sand cast iron grating for gully trap, asper chapter 19 of CPWD specification and direction of the Engineer- in - charge.

Providing and fixing in position 25 mm diameter mosquito proofcoupling of approved municipal design, as per chapter 19 of CPWDspecification and direction of the Engineer - in - charge.

Providing and fixing 600 x 450 mm bevelled edge mirror of superiorglass ( of approved quality ) complete with 6 mm thick hard boardground fixed to wooden plugs with C.P. brass screws and washerscomplete, as per chapter 19 of CPWD specification and direction ofthe Engineer - in - charge.

Providing and fixing mirror of superior glass ( of approved quality )and of required shape and size with plastic moulded frame ofapproved make and shade with 6 mm thick hard board backing, asper chapter 19 of CPWD specification and direction of the Engineer- in - charge.


White glazed fire clay sink of size 600 x 450 x 250 mm.

Providing and fixing white vitreous china laboratory sink includingmaking all connections excluding cost of fittings as per chapter 19of CPWD specification and direction of the Engineer - in - charge.


ii. Rectangular shape 453 x 357 mm. No. 557.00

iii. Oval shape 450 x 350 mm (outer dimensions ) No. 607.90

iv. Rectangular shape 1500 x 450 mm. No. 1,278.30

10.33

No. 253.30

10.34

i. C.P. brass No. 161.80

ii. Vitreous china. No. 218.80

10.35

A. 100 mm dia.

i. Sand cast iron S&S pipe as per IS: 1729 M 568.30

ii.M 924.40

B. 75 mm dia.

i. Sand cast iron S & S pipe as per IS : 1729. M 499.00

ii.M 798.00

10.36

i. 75 mm dia pipe. No. 30.00

ii. 100 mm dia pipe. No. 35.40

Item No. unit Rate in Rs.Brief Description of item

Providing and fixing 600 x 120 x 5 mm shelf with edges round ofsupported on anodised aluminium angle frame with C.P. brassbrackets and guard rail complete fixed with 40 mm long screws,rawl plugs etc., complete, as per chapter 19 of CPWD specificationand direction of the Engineer - in - charge.

Providing and fixing toilet paper holder as per chapter 19 of CPWDspecification and direction of the Engineer - in - charge.

Providing and fixing soil, waste and vent pipes as per chapter 19 ofCPWD specification and direction of the Engineer - in - charge.

Centrifugally cast ( spun ) iron socketed pipe as perIS: 3989.

Centrifugally cast ( spun ) iron socketed pipe as perIS:3989.

Providing and filling the joints with spun yarn cement slurry andcement mortar 1:2 ( 1cement : 2 fine sand ) in SCI / CI pipes, as perchapter 19 of CPWD specification and direction of the Engineer - in- charge.


10.37

i. For 100 mm dia. Pipe No. 78.10

ii. For 75 mm dia. Pipe No. 75.10

10.38

A. 100 mm dia.

i. Sand cast iron S & S as per IS - 1729 No. 305.10

ii. Sand cast iron S & S as per IS - 3989 No. 370.80

B. 75 mm dia.



10.39

A. 100 mm dia.



B. 75 mm dia.


ii Sand cast iron S & S as per IS - 3989 No. 225.60

10.40

A. 100 mm dia.

i. Sand cast iron S & S as per IS - 1729 No. 307.60Item No. unit Rate in Rs.

Providing and fixing M.S. holder - bat clamps of approved design tosand cast iron / cast iron ( spun ) pipe embedded in and includingcement concrete blocks 10 x 10 x 10 cm of 1 : 2 : 4 mix ( 1cement : 2 fine sand : 4 graded stone aggregate 20 mm nominalsize ) including cost of cutting holes and making good the walls etcas per chapter 19 of CPWD specification and direction of theEngineer - in - charge.

Providing and fixing bend of required degree with access door,insertion rubber washer 3 mm thick, bolts and nuts complete, as perchapter 19 of CPWD specification and direction of the Engineer - in- charge.

Providing and fixing plain bend of required degree as per chapter19 of CPWD specification and direction of the Engineer - in -charge.

Providing and fixing heel rest sanitary bend as per chapter 19 ofCPWD specification and direction of the Engineer - in - charge.




B. 75 mm dia.



10.41

A. 100 x 100 x 100 x 100 mm.



B. 75 x 75 x 75 x 75 mm.



10.42

A. 100 x 100 x 100 x 100 mm.



B. 75 x 75 x 75 x 75 mm.



10.43

A. 100 x 100 x 100 mm.



B. 75 x 75 x 75 mm.Item No. unit Rate in Rs.

Providing and fixing single equal plain junction of required degreewith access door, insertion rubber washer 3 mm thick, bolts & nutscomplete, as per chapter 19 of CPWD specification and direction ofthe Engineer - in - charge.


Providing and fixing double equal junction of required degree withaccess door, insertion rubber washer 3 mm thick, bolt and nutscomplete, as per chapter 19 of CPWD specification and direction ofthe Engineer - in - charge.

Providing and fixing double equal plain junction of required degree,as per chapter 19 of CPWD specification and direction of theEngineer - in - charge.




10.44

A. 100 x 100 x 100 mm.



B. 75 x 75 x 75 mm.



10.45

A. 100 x 100 x 75 x75 mm.


ii. Sand cast iron S & S as per IS - 3989 No. 1,070.20

10.46

A. 100 x 100 x 75 x75 mm.



10.47

A. 100 x 100 x75 mm.




Providing and fixing double unequal plain junction of requireddegree, as per chapter 19 of CPWD specification and direction ofthe Engineer - in - charge.

Providing and fixing single unequal junction of required degree withaccess door, insertion rubber washer 3 mm thick, bolts and nutscomplete, as per chapter 19 of CPWD specification and direction ofthe Engineer - in - charge.


Providing and fixing single equal plain junction of required degree,as per chapter 19 of CPWD specification and direction of theEngineer - in - charge.

Providing and fixing double unequal junction of required degreewith access door, insertion rubber washer 3 mm thick, bolts andnuts complete, as per chapter 19 of CPWD specification anddirection of the Engineer - in - charge.


10.48

A. 100 x 100 x 75 mm.



10.49

A. 100 x 100 x100 x 100 mm.



B. 75 x 75 x75 x 75 mm.



10.50

A. 100 x 100 x 100 mm.



B. 75 x 75 x75 mm.



10.51

A. 100 x 100 x 75 x75 mm.




Providing and fixing double equal plain invert branch of requireddegree, as per chapter 19 of CPWD specification and direction ofthe Engineer - in - charge.

Providing and fixing single equal plain invert branch of requireddegree, as per chapter 19 of CPWD specification and direction ofthe Engineer - in - charge.

Providing and fixing single unequal plain junction of requireddegree, as per chapter 19 of CPWD specification and direction ofthe Engineer - in - charge.

Providing and fixing double unequal invert branch of requireddegree, as per chapter 19 of CPWD specification and direction ofthe Engineer - in - charge.



10.52

A. 100 x 100 x 75 mm.



10.53

A. 76 mm offsets

i. With 75 mm dia. Pipe. No. 198.50

ii. With 100 mm dia. Pipe. No. 337.70

B. 114 mm offsets



C. 152 mm offsets



10.54

A. 75 mm offsets


B. 150 mm offsets



10.55

A. 100 mm

i. Sand cast iron S&S as per IS: 1729. No. 464.50Item No. unit Rate in Rs.Brief Description of item

Providing and fixing sand cast iron S&S offsets as per IS: 3989, asper chapter 19 of CPWD specification and direction of the Engineer- in - charge.

Providing and fixing door piece, insertion rubber washer 3 mmthick, bolts & nuts complete, as per chapter 19 of CPWDspecification and direction of the Engineer - in - charge.

Providing and fixing single unequal plain invert branch of requireddegree, as per chapter 19 of CPWD specification and direction ofthe Engineer - in - charge.

Providing and fixing sand cast iron S & S offsets as per IS: 1729,as per chapter 19 of CPWD specification and direction of theEngineer - in - charge.


ii. Sand cast iron S&S as per IS: 3989. No. 374.20

B. 75 mm

i. Sand cast iron S&S as per IS: 1729. No. 337.70


10.56

A. 100 mm



B. 75 mm



10.57

A. 100 mm



B. 75 mm



10.58

i 100 mm No. 207.50

ii. 75 mm No. 178.70

iii. 50 mm No. 146.40


Providing and fixing terminal guard as per chapter 19 of CPWDspecification and direction of the Engineer - in - charge.

Providing and fixing color as per chapter 19 of CPWD specificationand direction of the Engineer - in - charge.

Providing lead caulked joints to sand cast iron / centrifugually cast (spun ) iron pipe & fittings of diameter, as per chapter 19 of CPWDspecification and direction of the Engineer - in - charge.



10.59

i. 100 mm No. 57.30

ii. 75 mm No. 50.10

iii. 50 mm No. 41.50

10.60

A. 100 mm inlet and 100 mm outlet

i. Sand cast iron S&S as per IS: 3989 No. 674.10

ii. Sand cast iron S&S as per IS: 1729 No. 544.20

B. 100 mm inlet and 75 mm outlet

i. Sand cast iron S&S as per IS: 3989 No. 711.50

ii. Sand cast iron S&S as per IS: 1729 No. 459.70

10.61

i. 100 mm dia. No. 187.70

ii. 75 mm dia. No. 140.20

iii. 50 mm dia. No. 117.70

10.62

No. 260.40


Painting C.I. cistern with bitumastic or any other anti - corrosivepaint inside and white paint over a coat of zinc chromate yellowprimer ( of approved quality ) on the outside surface of the cisternflush pipe, other fittings, etc. complete for new work, as per CPWDspecification and direction of the Engineer - in - charge


Providing and fixing M.S. stays and clamps for sand cast iron /centrifugually cast ( spun ) iron pipe & fittings of diameter, as perchapter 19 of CPWD specification and direction of the Engineer - in- charge.

Providing and fixing trap of self cleansing design with screweddown or hinged grating with or without vent arm complete, includingcost of cutting and making good the walls and floors, as per chapter19 of CPWD specification and direction of the Engineer - in -charge.

Cutting chases in brick masonary walls sand cast iron /centrifugually cast ( spun ) iron pipes and making good the samewith cement concrete 1 : 3 : 6 (1 cement : 3 fine sand : 6 gradedstone aggregate 12.5 mm nominal size ) including necessaryplaster and pointing in cement mortar 1 : 4 (1 cement : 4 fine sand), as per chapter 19 of CPWD specification and direction of theEngineer - in - charge.


10.63

No. 174.90

10.64

No. 77.80

10.65

i. 100 mm dia Mtr. 22.20



10.66

i. 100 mm diameter pipe. Mtr. 9.50

ii. 75 mm diameter pipe. Mtr. 6.30

iii. 50 mm diameter pipe. Mtr. 4.60

10.67

No. 261.30


Painting sand cast iron / centrifugually cast (spun) iron soil, wastevent pipes and fittings with synthetic enamel paint of any coloursuch as chocolate grey, or buff etc. over a coat of primer (ofapproved quality) for new work, as per chapter 19 of CPWDspecification and direction of the Engineer - in - charge.

Repainting sand cast iron / centrifugually cast ( spun ) iron soil,waste vent pipes and fittings with paint of any colour such aschocolate grey, or buff etc, as per chapter 19 of CPWDspecification and direction of the Engineer - in - charge.

Repainting bath tub of size 1700 x 730 x 430 mm with enamelpaint.as per chapter 19 of CPWD specification and direction of theEngineer - in - charge.


Re - painting C.I. cistern with bitumastic or any other anti - corrosivepaint inside and white paint on the outside surface of the cistern ,flush pipe, other fittings, etc. complete including polishing ofwooden seat and lid & cleaning of W.C. pan with acid wherevernecessary, as per chapter 19 of CPWD specification and directionof the Engineer - in - charge.

Re - painting C.I. cistern with synthetic enamel paint of approvedcolour brand and manufacturer on the outside surface of cisternflush pipe, other fittings etc. complete, as per chapter 19 of CPWDspecification and direction of the Engineer - in - charge.


10.68

A.

No. 5,885.80

10.69

A.No. 90.40

B.No. 121.50

10.70

A.

No. 460.50

B.

No. 497.60

10.71

No. 205.80


Providing & fixing PTMT Waste Coupling for wash basin and sinkof approved quality and colour, as per chapter 19 of CPWDspecification and direction of the Engineer - in - charge.

Waste coupling 3.1 mm of 79 mm length and 62 mm breadthweighing not less than 45 gms.

Waste coupling 38 mm of 83 mm length and 77 mm breadth,weighing not less than 60 gms.

Providing & fixing PTMT Bottle Trap for Wash basin and sink, asper chapter 19 of CPWD specification and direction of the Engineer- in - charge.

Providing and fixing PTMT liquid soap container 109 mm wide, 125mm high and 112 mm distance from wall of standard shape withbracket of the bracket of the same materials with snap fittings ofapproved quality and colours weighing not less than 105 gms, asper chapter 19 of CPWD specification and direction of the Engineer- in - charge.


Bottle trap 31 mm single piece moulded with height of 270mm, effective length of tail pipe 260 mm from the centre of thewaste coupling 77 mm breadth with 25 mm minimum waterseal, weighing not less than 260 gms.

Bottle trap 38 mm single piece moulded with height of 270mm, effective length of tail pipe 260 mm from the centre of thewaste coupling 77 mm breadth with 25 mm minimum waterseal, weighing not less than 263 gms.

Providing & fixing vitreous china dual purpose closet suitable foruse as squatting pan or European type water closet ( Anglo IndianW.C. pan ) with seat lid with C.P. brass hinges and rubber buffers,10 litre low level flushing cister with fitting and brackets, 40 mmflush bend 20 mm over flow pipe with specials of standard makeand mosquito proof coupling of approved municipal designcomplete, including painting of fittings and brackets, cutting andmaking good the walls and floors wherever required, as per chapter19 of CPWD specification and direction of the Engineer - in -charge.

White vitreous china dual purpose WC pan with white solidplastic seat and lid with white vitreous china flushing cisternand C.P. flush bend.


10.72

No. 183.60

10.73

i.

No. 344.40

ii.

No. 388.90

10.74

No. 440.70

10.75

No. 184.80

10.76

i.

No. 140.40

10.77


Providing and fixing PTMT shelf 440 mm long, 124 mm width and36 mm height of approved quality & colour, weighing not less than300 gms, as per chapter 19 of CPWD specification and direction ofthe Engineer - in - charge.

Providing and fixing PTMT 15 mm Urinal spreader size 95 x 69 x100 mm with 1/2 " BSP thread and shapes, weighing not less than60 gms, as per chapter 19 of CPWD specification and direction ofthe Engineer - in - charge.

Providing and fixing M.S. holder bat clamp of approved design tosand cast iron / cast iron ( spun ) pipes comprising of MS flatbrackets made of 50 x 5 mm flat of specified shape, projecting 75mm outside the wall surface and fixed on wall with 4 nos, 6 mm diaexpansion hold fasteners including drilling necessary holes inbrick wall / CC / RCC surface and the cost of bolts etc. The pipesshall be fixed to the already fixed brackets with the help of 30 mmx 1.6 mm galvanised MS flats of specified shape and of total length420 mm and shall be fixed with MS nuts,blts & washers of size 25 x6 mm,one bolts on No. side of the pipe, as per chapter 19 of CPWDspecification and direction of the Engineer - in - charge.


Providing and fixing PTMT towel ring trapezoidal shape 215 mmlong, 200 mm wide with a minimum distances of 37 mm frm wallface with concealed fittings arrangemnt of approved quality andcolours weighing not less than 80 gms, as per chapter 19 of CPWDspecification and direction of the Engineer - in - charge.

Providing and fixing PTMT towel rail complete with brackets fixed towooden plugs with CP brass screws with concealed fittingarrangement of approved quality and colour, as per chapter 19 ofCPWD specification and direction of the Engineer - in - charge.

Providing and fixing PTMT Urinal cock of approved quality andcolour, as per chapter 19 of CPWD specification and direction ofthe Engineer - in - charge.

15 mm nominal bore, 80 mm long, 42 mm high and 30 mmwide with BSP female threads weighing not less than 48 gms.

450 mm long towel rail with total length of 495 mm, 78 mmwide and effective height of 88 mm, weighing not less than170 gms.

600 mm long towel rail with total length of 645 mm, width 78mm and effective height of 88 mm, weighing not less than190 gms.


i.No. 182.20

ii.No. 213.30

iii.No. 244.30

Total bracket length 580 mm of approved shape and design (for single 100 mm dia pipe.)

Total bracket length 810 mm of approved shape and design (for single 100 mm dia pipe.)

Total bracket length 1040 mm of approved shape and design (for three 100 mm dia pipes ).

Chapter - 11



11.1

A. 2500 G.P.H. capacity No. 534,100.00

B. 5000 G.P.H. capacity No. 802,100.00

C. 10000 G.P.H. capacity No. 1,216,800.00

Providing, installation and commissioning of package type IronRemoval Plant comprising of Iron Removal Filter of dual mediafilter with anthracite coal, filter gravel, polypropelene doublehexagonal nut strainer etc., mixing chamber for coagulants likesodium alluminates etc., oxidation chamber with manganesedioxide , metering pump for coagulant dosing, air compressor ofsuitable capacity with motor, back washing arrangements,disinfection with sodium hypochlorite solution through meteringpump, all necessary pipes for raw water collection, inter connectingall the chambers, delivery outlet as necessary with 150 mm dia MSpipe alongwith all related civil, mechanical and Electrical works etc.complete as per approved process flow, technical specification anddirection of the Engineer - in - charge.

Iron Removal PlantsBrief Description of item
