Dar Vol

Item No Description

Unit

Qty

Rate Code

Cost (Rs)

Remarks

SANITARY INSTALLATIONS 19.1

Providing and fixing water vitreous china water closet squatting pan ( Indian type W.C. pan ) with 100mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern(of approved make) with fittings. C.I.M.S.brackets, 32mm diameter flush pipe with fittings and clamps, overflow arrangment with specials and misquito proof coupling of approved municipal design including painting of fittings and brackets, cutting an making good the walls and floors wherever required.

19.1.1

Long pan pattern W.C. pan of size 580 mm with flush pipe & overflow arrangement Details of cost for one pan MaterialsWhite glazed vitreous china long pan pattern W.C. pan 10 litre low level P.V.C. flushing cistern with fitting accessories and flush pipe C.I. Brackets for low level P.V.C flushing cistern 32mm M.S. holder bat clamp Overflow arrangement and specials for overflow pipe 25mm diameter mosquito proof coupling of the approved municipal design 100mm Sand C.I.'P' or 'S' trap with vent horn Red lead white lead and gaskit Cement, sand and grit etc. Painting of fittings. Carriage of materials

Each

1

1953

Each

1

7358

Pair

1

130.8

Each

1

1329

1 time

24.15

9999

Each

1

1350

Each

1

1896

Each Each Each Each

5.2 10.35 15 10.35

9999 9999 9999 9999

1.25 0.50 1.00

116 123 114

Labour:Each Fitter 1st class Each Mason, 1st class Each Beldar Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one pan

Say Rs. 19.1.2

Orissa pattern W.C. pan.of size 580x440mm with integral type foot rests with flush pipe and overflow arrangement.

each

Details of cost for one pan White vitreous china Orissa pattern W.C. pan Add for materials, labour and painting each etc. Same as per(A) in item No. 19.1.1 Add for water charges @ 1% Add for contractor's profit and overheads @ 10% Cost for one pan

1

1954

Say Rs. 19.2

Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid,C.P. brass hinges and rubber buffers. 10 litre low level white P.V.C. flushing cistern with fittingsC.I.M.S.brackets, 40mm diameter flush pipe with fittings and clamps, overflow arrangement with specials and misquito proof coupling of approved municipal design complete including painting of fittings and brackets, cutting an making good the walls and floors wherever required.

19.2.2

W.C. pan with white solid plastic seat and lid Details of cost for one pan MaterialsWhite solid plastic seat and lid with C.P. Each brass hinges and rubber buffers complete White vitreous china pedestal type W.C. pan 10 litre low level C.I. flushing cistern with fitting. accessories and flush pipe C.I. Brackets for flushing cisterm Overflow arrangement and specials for overflow pipe Mosquito proof couplig of approved municipal design approved municipal design 100mm Sand C.I.'P' or 'S' trap with vent horn Red lead white lead and gaskit Cement, sand and grit etc. Spainting of fittings. Carriage of materials Labour:Fitter 1st class Mason, 1st class Beldar Add for water charges@ 1%

1

1875

Each

1

1955

Each

1

7358

Each pair

1 1

7358 130.8

1 time

24.15

9999

Each

1

1350

Each

1

1350

Each

1

1896

1 time 1 time 1 time 1 time

6.20 10.35 15.00 10.35

9999 9999 9999 9999

Each Each Each

1.25 0.50 1.00

116 123 114

each

Add for contractor's profit and overheads @ 10% Cost for one pan 19.2.3

Details of cost for one pan MaterialsBlack solid plastic seat and lid with C.P. Each Brass hinges and rubber buffers White vitreous china pedestal type w.c. pan other materials, painting and labour Each etc.(Rate as per item "A" in item 19.2.2) Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one pan 19.3

19.3.2

Say Rs.

each

Say Rs.

each

W.C. pan with white solid plastic seat and lid

1

1876

1

1955

Providing and fixing white vireous china pedestral type water closed (European type) with seat and lid, with C.P brass hinges and rubber buffers, 10 litre low level flushing cistern with fittings and C.I./M.S. brackets 40 mm flushbend overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete including painting of fittings and brackets, cutting and making good the walls ad floors wherever required: W.C. pan with white solid plastic seat and lid with white vitreous china flushing cistern and c.p. flush bend Details of cost for one pan MaterialsWhite solid plastic seat and lid with C.P. Each brass hinges and rubber buffers complete White vitreous china pedestal type W.C. pan Each 10 litre low level C.I. flushing cistern with fitting. And brackets and 40mm white C.P. flush bend Overflow arrangement and specials for overflow pipe Mosquito proof couplig of approved municipal design Plugs screws etc. Red lead white lead and gaskit Cement, sand and grit etc. Carriage of materials Labour:Fitter 1st class

1.00

1875

1.00

1955

Each

1.00

7006

1 time

24.15

9999

Each

1.00

1350

1 time 1 time 1 time 1 time

5.20 6.20 10.35 10.35

9999 9999 9999 9999

Each

1.00

116

A

Each Mason, 1st class Each Beldar Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one pan 19.3.3

W.C. pan with white solid plastic seat and lid with white vitreous china flushing cistern and c.p. flush bend Details of cost for one pan MaterialsBlack solid plastic seat and lid with C.P. Each Brass hinges and rubber buffers Each Vitreous china pedestal type W.C. pan 10 litre white vitreous china level flushing cistern with fittings and brackets and 40 mm Each white C.P. flush bend other materials, painting and labour etc.(Rate as per item "A" in item 19.3.2)

1.00 1.00

123 114

1.00

1876

1.00

1955

1.00

1006

Say Rs.

each

Say Rs.

each

Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one pan 19.4

19.4.1

Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430 x 265 mm sizes respectively with automatic flushing cistern with C.I./>.S. brackets standard size of G.I. Flush pipe and C.P. brass spreaders with brass unions and G.I. clamps complete including painting of fitting and brackets, cutting and making good the walls and floors wherever required:

One urinal basin with 5 litre P.V.C. automatic flushing cistern Details of cost for one no. MaterialsFlat back or angular lipped front urinal basin of 430x260x350xmm and 340x410x265xmm Each sizes respectively of white Vitreous China 5 litre P.V.C. autonatic flushing cistern with fitting C.I. Brackets Standard size G.I. Flush pipe with brass unions and clamps including C.P. brass spreaders Plugs screws etc. Red lead white lead and gaskit

1.00

1913

Each

1.00

7359

pair

1.00

1308

Each

1.00

7375

1 time 1 time

5.20 6.20

9999 9999

Cement, sand and grit etc. Carriage of materials Labour:Fitter 1st class Mason, 1st class Beldar Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no.

1 time 1 time

10.35 10.35

9999 9999

Each Each Each

1.00 1.00 1.00

116 123 114

Say Rs. 19.4.2

Range of two urinal basins with 7.5 litre P.V.C. autonatic flushing cistern. Details of cost for one no. MaterialsFlat back or angular lipped front urinal basin of 430x260x350xmm and 340x410x265xmm Each sizes respectively of white Vitreous China 7.5 litre P.V.C. autonatic flushing cistern with fitting C.I. Brackets Standard size G.I. Flush pipe with brass unions and clamps including fitting and C.P. brass spreaders Plugs screws etc. Red lead white lead and gaskit Cement, sand and grit etc. Painting of fittings Labour:Fitter 1st class Mason, 1st class Beldar Carriage of materials Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no.

2.00

1913

Each

1.00

7360

pair

1.00

1308

Each

1.00

7376

1 time 1 time 1 time 1 time

7.80 7.80 7.80 15.00

9999 9999 9999 9999

Each Each Each 1 time

1.50 1.50 2.00 10.35

116 123 114 9999

A

Say Rs. 19.4.3

Range of two urinal basins with 7.5 litre P.V.C. autonatic flushing cistern. Details of cost for one no. MaterialsMaterialsFlat back or angular lipped front urinal basin of 430x260x350xmm and 340x410x265xmm Each sizes respectively of white Vitreous China 7.5 litre P.V.C. autonatic flushing cistern Each with fitting pair C.I. Brackets

3.00

1913

1.00

7360

1.00

1308

each

each

Standard size G.I. Flush pipe with brass unions and clamps including fitting and C.P. brass spreaders Plugs screws etc. Red lead, white lead and gaskit Cement, sand and grit etc. Painting of fittings Labour:Fitter 1st class Mason, 1st class Beldar Carriage of materials Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no.

Each

1.00

7377

1 time 1 time 1 time 1 time

12.95 12.95 12.95 15.00

9999 9999 9999 9999

Each Each Each 1 time

2.00 2.00 3.00 15.50

116 123 114 9999

Say Rs. 19.4.4

Range of two urinal basins with 10 litre P.V.C. autonatic flushing cistern. Details of cost for one no. MaterialsFlat back or angular lipped front urinal basin of 430x260x350xmm and 340x410x265xmm Each sizes respectively of white Vitreous China 10 litre P.V.C. autonatic flushing cistern with fitting C.I. Brackets for flushing cistern Standard size G.I. Flush pipe with brass unions and clamps including fitting and C.P. brass spreaders Plugs screws etc. Red lead, white lead and gaskit Cement, sand and grit etc. Painting of fittings Labour:Fitter 1st class Mason, 1st class Beldar Carriage of materials Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no.

each

1913 4.00

7361

A

Each

1.00

1308

A

pair

1.00

7378

Each

1.00

9999

1 time 1 time 1 time 1 time

20.70 20.70 20.70 15.00

9999 9999 9999

Each Each Each 1 time

3.00 3.00 4.00 20.70

116 123 114 9999

Say Rs.

each

19.5

Providing and fixing white vitreous china flat back half stall urinal of 580x 380x350xmm with automatic flushing cistern (of approved make )with fittings. C.I. /M.S. brackers standerd size C.P. brass flush pipe spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in CP brass including painting of fittings and brackets, cutting and making good the walls and floors wherever required: Single half stall urinal with 5 litre P.V.C. automatic flushing cistern. Details of cost for one no. MaterialsWhite vitreous china half stall urinal with waste fittings 5 litre P.V.C. autonatic flushing cistern with fittings Standard size flush pipe with unions spreaders and clamps, all in C.P. brass C.I. bracket/M.S bracket 50mm diameter standard urinal C.I. Trap with vent arm oulet grating and other couplings in C.P. brass Red lead, white lead and gaskit Cement, sand and grit etc. Painting of fittings Carriage of materials Labour:Fitter 1st class Mason, 1st class Beldar Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no.

Each

1.00

7379

Each

1.00

7359

Each

1.00

1532

pair

1.00

108

Each

1.00

1891

1 time 1 time 1 time 1 time

6.75 10.35 10.00 15.55

9999 9999 9999 9999

Each Each Each

3.00 3.00 4.00

116 123 114

Say Rs. 19.5.2

Range of two half stall urinals with 7.5 litre P.V.C. autonatic flushing cistern. Details of cost for one no. MaterialsTwo half stall urinals of white vitreous china with waste fittings. 7.5 litre P.V.C. autonatic flushing cistern with fitting C.I. bracket/M.S bracket Standard size flush pipe with unions, spreaders and clamps and all in C.P. brass.

Each

2.00

7379

Each

1.00

7360

pair

1.00

1308

Each

1.00

1533

each

50mm diameter standard urinal C.I. Trap with vent arm oulet grating and other couplings in C.P. brass Red lead, white lead and gaskit Cement, sand and grit etc. Painting of fittings Carriage of materials Labour:Fitter 1st class Mason, 1st class Beldar Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no. 19.5.3

Range of two half stall urinals with 10 litre P.V.C. autonatic flushing cistern. Details of cost for one no. MaterialsThree half stall urinals of white vitreous china with waste fittings. 10 litre P.V.C. autonatic flushing cistern with fitting C.I. bracket/M.S bracket Standard size flush pipe with unions, spreaders and clamps and all in C.P. brass. 80 mm diameter standard urinal C.I. Trap with vent arm oulet grating and other couplings in C.P. brass Red lead, white lead and gaskit Cement, sand and grit etc. Painting of fittings Carriage of materials Labour:Fitter 1st class Mason, 1st class Beldar Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no.

19.5.4

Each

1.00

1891

1 time 1 time 1 time 1 time

6.75 20.70 10.00 20.70

9999 9999 9999 9999

Each Each Each

2.50 3.00 6.00

116 123 114

Each

3.00

7379

Each

1.00

7361

pair

1.00

1308

Each

1.00

1534

Each

1.00

1893

1 time 1 time 1 time 1 time

6.75 31.05 10.00 25.85

9999 9999 9999 9999

Each Each Each

3.00 3.50 7.00

116 123 114

Range of two half stall urinals with 10 litre P.V.C. autonatic flushing cistern. Details of cost for one no. MaterialsFour half stall urinals of white vitreous china Each with waste fittings.

4.00

7379

Say Rs.

each

Say Rs.

each

10 litre P.V.C. autonatic flushing cistern with Each fitting pair C.I. bracket/M.S bracket Standard size flush pipe with unions, spreaders and clamps and all in C.P. brass. Each 80 mm diameter standard urinal C.I. Trap with vent arm oulet grating and other couplings in C.P. brass Red lead, white lead and gaskit Cement, sand and grit etc. Painting of fittings Carriage of materials Labour:Fitter 1st class Mason, 1st class Beldar Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no.

1.00

7361

1.00

1308

1.00

1535

Each

1.00

1893

1 time 1 time 1 time 1 time

6.75 41.40 15.00 31.05

9999 9999 9999 9999

Each Each Each

3.50 4.00 8.00

116 123 114

Say Rs. 19.6

Providing and fixing one piece construction white vitreous china squatting plate with an integral longitudinal flushing pipe. Automatic flushing cistern with fitting , C.I/M.S. brackets, standard size G.I. Flush pipe for back and front flush with standard spreader pips with fittings. G.I. clamps and in C.P. brass coupling complete including painting of fittings and brackets, cutting and making good the walls and floors etc. wherever required: Single squatting plate with 5 litre P.V.C. automatic flshing cistern Details of cost for one no. MaterialsI) Squatting plate of white glazed vitreous china ii) 5 litre autonatic P.V.C. flushing cistern with fittings iii) M.S. brackets for flushing cistern iv) G.I. Flush pipe of standard size with spreader, fittings v) Red lead, white lead and gaskit vi) Cement, sand and grit etc. vii) Painting of fittings viii) Carriage of materials Labour:Fitter 1st class Mason, 1st class

Each

1.00

1915

Each

1.00

7359

pair

1.00

1308

Each

1.00

1540

1 time 1 time 1 time 1 time

6.75 10.35 10 10.35

9999 9999 9999 9999

Each Each

1.75 0.75

116 123

each

Each Beldar Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no. 19.6.2

19.6.3

Range of two squatting plates with 7.5 litre P.V.C. autonatic flushing cistern. Details of cost for one no. MaterialsI) Squatting plate of white glazed vitreous china ii) 7.5 litre autonatic P.V.C. flushing cistern with fittings iii) M.S. brackets for flushing cistern iv) G.I. Flush pipe of standard size with spreader, fittings v) Red lead, white lead and gaskit vi) Cement, sand and grit etc. vii) Painting of fittings viii) Carriage of materials Labour:Fitter 1st class Mason, 1st class Beldar Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no. Range of two squatting plates with 10 litre P.V.C. autonatic flushing cistern. Details of cost for one no. MaterialsI) Squatting plate of white glazed vitreous china ii) 10 litre autonatic P.V.C. flushing cistern with fittings iii) M.S. brackets for flushing cistern iv) G.I. Flush pipe of standard size with spreader, fittings v) Red lead, white lead and gaskit vi) Cement, sand and grit etc. vii) Painting of fittings viii) Carriage of materials Labour:Fitter 1st class Mason, 1st class Beldar Add for water charges@ 1%

3.00

114

Each

2

1915

Each

1

7360

pair

1

1308

Each

1

1541

1 time 1 time 1 time 1 time

6.75 20.7 10 12.75

9999 9999 9999 9999

Each Each Each

2.50 1.00 4.00

116 123 114

Each

3

1915

Each

1

7361

pair

1

1308

Each

1

1542

1 time 1 time 1 time 1 time

6.75 31.05 10 16.2

9999 9999 9999 9999

Each Each Each

3.00 1.50 5.00

116 123 114

Say Rs.

each

Say Rs.

each

Add for contractor's profit and overheads @ 10% Cost for one no. 19.6.4

19.7

Range of two squatting plates with 15 litre P.V.C. autonatic flushing cistern. Details of cost for one no. MaterialsI) Squatting plate of white glazed vitreous china ii) 15 litre autonatic P.V.C. flushing cistern with fittings iii) M.S. brackets for flushing cistern iv) G.I. Flush pipe of standard size with spreader, fittings v) Red lead, white lead and gaskit vi) Cement, sand and grit etc. vii) Painting of fittings viii) Carriage of materials Labour:Fitter 1st class Mason, 1st class Beldar Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no.

Each

4

1915

Each

1

7362

pair

1

1308

Each

1

1543

1 time 1 time 1 time 1 time

6.75 41.4 10 26.55

9999 9999 9999 9999

Each Each Each

3.50 1.75 5.50

116 123 114

Providing and fixng white vitreous china wash basin with C.I/M.S. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and backets, cutting and making good the walls wherever required: Details of cost for one no. MaterialsI) 630x450 mm flat back wash basin of white vitreous china ii) 15 mm C.P. brass pillar taps iii) 32 mm C.P. brass waste of standard pattern, iv) C.I/M.S. brackets, v) Red lead, white lead and gaskit vi) Cement, sand and grit etc. vii) Painting of fittings viii) Carriage of materials Labour:Fitter 1st class Mason, 1st class Beldar

Each

1.00

1947

Each

2.00

1885

Each

1.00

1951

pair 1 time 1 time 1 time 1 time

1.00 6.20 5.15 10.35 5.20

1309 9999 9999 9999 9999

Each Each Each

0.33 0.33 0.67

116 123 114

Say Rs.

each

Say Rs.

each

Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no. 19.7.2

19.7.3

Flat back wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap. Details of cost for one no. MaterialsI) 630x450 mm flat back wash basin of white vitreous china ii) 15 mm C.P. brass pillar taps iii) 32 mm C.P. brass waste of standard pattern, iv) C.I/M.S. brackets, v) Red lead, white lead and gaskit vi) Cement, sand and grit etc. vii) Painting of fittings viii) Carriage of materials Labour:Fitter 1st class Mason, 1st class Beldar Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no. Flat back wash basin size 550x400 mm with a single 15 mm C.P. brass pillar tap. Details of cost for one no. MaterialsI) 550x400 mm flat back wash basin of white vitreous china ii) 15 mm C.P. brass pillar taps iii) 32 mm C.P. brass waste of standard pattern, iv) C.I/M.S. brackets, v) Red lead, white lead and gaskit vi) Cement, sand and grit etc. vii) Painting of fittings viii) Carriage of materials Labour:Fitter 1st class Mason, 1st class Beldar Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no.

Each

1.00

1947

Each

1.00

1885

Each

1.00

1951

pair 1 time 1 time 1 time 1 time

1.00 6.20 5.15 10.35 5.20

1309 9999 9999 9999 9999

Each Each Each

0.33 0.33 0.67

116 123 114

Each

1.00

3229

Each

2.00

1885

Each

1.00

1951

pair 1 time 1 time 1 time 1 time

1.00 6.20 5.15 10.35 5.20

1309 9999 9999 9999 9999

Each Each Each

0.33 0.33 0.67

116 123 114

Say Rs.

each

Say Rs.

each

Say Rs.

each

19.7.4

Flat back wash basin size 550x400 mm with a single 15 mm C.P. brass pillar tap. Details of cost for one no. MaterialsI) 550x400 mm flat back wash basin of white vitreous china ii) 15 mm C.P. brass pillar taps iii) 32 mm C.P. brass waste of standard pattern, iv) C.I/M.S. brackets, v) Red lead, white lead and gaskit vi) Cement, sand and grit etc. vii) Painting of fittings viii) Carriage of materials Labour:Fitter 1st class Mason, 1st class Beldar Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no.

Each

1.00

3229

Each

2.00

1885

Each

1.00

1951

pair 1 time 1 time 1 time 1 time

1.00 6.20 5.15 10.35 5.20

1309 9999 9999 9999 9999

Each Each Each

0.30 0.33 0.63

116 123 114

Say Rs. 19.7.5

Angle back wash basin size 600x480 mm with a pair of 15 mm C.P. brass pillar taps. Analysis of rate same as for item no. 19.7.1 except the code of angle back wash basin of white vitreous china of size 600x480 mm will be 1949 instead of code no. 1947.

19.7.6

Angle back wash basin size 600x480 mm with a pair of 15 mm C.P. brass pillaar taps. Analysis of rate same as for item no. 19.7.2 except the code of angle back wash basin of white vitreous china of size 600x480 mm will be 1949 instead of code no. 1947.

19.7.7

Angle back wash basin size 400x400 mm with a pair of 15 mm C.P. brass pillar taps. Analysis of rate same as for item no. 19.7.1 except the code of angle back wash basin of white vitreous china of size 400x400 mm will be 1950 instead of code no. 1947.

19.7.8

Angle back wash basin size 400x400 mm with a pair of 15 mm C.P. brass pillar taps. Analysis of rate same as for item no. 19.7.2 except the code of angle back wash basin of white vitreous china of size 400x400 mm will be 1950 instead of code no. 1947.

each

19.7.9

Flat back wash basin size 450x300 mm with a pair of 15 mm C.P. brass pillar taps. Analysis of rate same as for item no. 19.7.2 except the code of angle back wash basin of white vitreous china of size 450x300 mm will be 7004 instead of code no. 1947.

19.7.10

Surgeon type wash basin size 660x460 mm with a pair of 15 mm C.P. brass pillar taps.with elbow operator levers. Analysis of rate same as for item no. 19.7.1 except the code of angle back wash basin of white vitreous china of size 600x460 mm will be 3213 instead of code no. 1947and C.P. brass pillar tap (elbow operated lever) will be 7363 instead of 1885.

19.7.11

Surgeon type wash basin size 660x460 mm with a pair of 15 mm C.P. brass pillar taps.with elbow operator levers. Analysis of rate same as for item no. 19.7.2 except the code of angle back wash basin of white vitreous china of size 600x460 mm will be 3213 instead of code no. 947 and C.P. brass pillar tap (elbow operated lever) will be 7363 instead of 1885.

19.8 19.8.1

Add for Plugging the hole of washbasin if a pillar tap is not provided Details of cost of one plug MaterialsEach Porcelain stopper 1 time Carriage of materials and fixing charges Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no.

19.8.2

19.8.3

Providing 32 mm dia. C.P. brass trap Details of cost of one plug Each 32 mm dia. C.P. brass trap 1 time Carriage of materials and fixing charges Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no. Providing 32 mm dia. C.P. brass union Details of cost of one plug 32 mm dia. C.P. brass union Carriage of materials and fixing charges

Each 1 time

1.00 1.05

1 2.05

1 2.05

1968 9999

Say Rs.

each

Say Rs.

each

1894 9999

3604 9999

Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no. 19.9

19.10

19.10.2

Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. Details of cost of one pedestal. MaterialsEach White vitreous china pedestal 1 time White cement mortar 1 time Carriage of materials and fixing charges Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no.

each

Say Rs.

each

Say Rs.

each

1396 9999 9999

Providing and fixing kitchen sink with C.I. Brackets, C.P. brass chain with rubber plug, 40 mm C.P. brass waste complete, including painting the fitting and brackets, cutting and making good the walls wherever required: White glazed fire clay kitchen sink of size 600x450x250 mm Details of cost of one no MaterialsI) White glazed fire clay kitchen sink of size Each 600x450x250 mm pair ii) C.I. Brackets iii) C.P. brass chain with 40mm rubber plug. Each iv) 40 mm C.P. brass waste v) Red lead, white lead and gaskit vi) Cement, sand and grit etc. vii) Painting of fittings viii) Carriage of materials Labour:Fitter 1st class Mason, 1st class Beldar Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no.

19.10.3

1.00 15.50 15.55

Say Rs.

White glazed fire clay kitchen sink of size 750x450x250 mm

1.00

1863

1.00

1309

1.00

1315

Each 1 time 1 time 1 time 1 time

1.00 6.20 5.15 10.35 5.20

1952 9999 9999 9999 9999

Each Each Each

0.22 0.33 0.56

116 123 114

Analysis of rate same as for item no. 19.10.2 except the code of White glazed fire clay kitchen sink of size 750x450x250 mm wile be 1864 instead of code no. 1863. 19.10A

Providing and fixing kitchen sink with C.I. Brackets, C.P. brass chain with rubber plug, 40 mm C.P. brass waste complete, including painting the fitting and brackets, cutting and making good the walls wherever required:

19.10A.1 kitchen sink with drain board 19.10A.1.1 510x1040 bowl depth 178 mm

Details of cost of one no MaterialsI) Stainless steel kitchen sink with drain board 510x1040 bowl depth 178 mm ii) C.I. Brackets iii) Cement, sand and grit etc. iv) Painting of fittings v) Carriage of materials Labour:Fitter 1st class Mason, 1st class Beldar Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no.

19.10A.1.2

19.10A.1.3

400x915 bolw depth 160mm Details of cost of one no MaterialsI) Stainless steel kitchen sink with drain board 400x915 bolw depth 160mm ii) C.I. Brackets iii) Cement, sand and grit etc. iv) Painting of fittings v) Carriage of materials Labour:Fitter 1st class Mason, 1st class Beldar Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no. 500x1000 bolw depth 178 mm

Each

1.00

7098

pair 1 time 1 time 1 time

2.00 10.40 10.35 5.20

1309 9999 9999 9999

Each Each Each

0.22 0.60 0.82

116 123 114

Each

1.00

7099

pair 1 time 1 time 1 time

2.00 10.40 10.35 5.20

1309 9999 9999 9999

Each Each Each

0.22 0.60 0.82

116 123 114

A

Say Rs.

each

Say Rs.

each

Analysis of rates similar to that of ite no. 19.10A.1.1 except change in code no. for kitchen sink with drain board will be 7100 instead of 7098 19.10A.2 withour drain board 19.10A.2.1 610x510 bolw depth 200 mm Details of cost of one no MaterialsI) Stainless steel kitchen sink with drain board 610x510 bolw depth 200 mm ii) C.I. Brackets iii) Cement, sand and grit etc. iv) Painting of fittings v) Carriage of materials Labour:Fitter 1st class Mason, 1st class Beldar Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no.

Each

1.00

7101

pair 1 time 1 time 1 time

2.00 5.20 10.35 5.20

1309 9999 9999 9999

Each Each Each

0.22 0.33 0.56

116 123 114

Say Rs. 19.10A.2.2

19.10A.2.3

19.11

19.11.1

535x460 bolw depth 178 mm Analysis of rates similar to that of ite no. 19.10A.2.1 except change in code no. for kitchen sink with drain board will be 7102 instead of 7101 510x432 bolw depth 172 mm Analysis of rates similar to that of ite no. 19.10A.2.1 except change in code no. for kitchen sink with drain board will be 7103 instead of 7101 Providing and fizing white vitreous china laboratory sink with CI brackets, CP brass chain with rubber plug 40 mm CP brass waste and 40 mm CP brass trap with necessary CP brass union complete including painting brackets fittings, cutting and making good the wall wherever required: size 450x300 x150 mm Details of cost of one no MaterialsI) White vitreous china laboratory sink of Each size 450x300 x150 mm pair ii) C.I. Brackets iii) C.P. brass chain with 40mm rubber plug. Each

1.00

1871

1.00

1309

1.00

1315

Each Each Each

1.00 1.00 1.00

1952 1895 3617

iv) 40 mm C.P. brass waste v) 40 mm C.P. brass trap vi) 40 mm C.P. brass union

each

vii) Red lead, white lead and gaskit viii) Cement, sand and grit etc. ix) Painting of fittings x) Carriage of materials Labour:Fitter 1st class Mason, 1st class Beldar Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no.

19.11.2

19.12

19.12.1

19.12.2

1 time 1 time 1 time 1 time

6.20 5.15 10.35 5.20

9999 9999 9999 9999

Each Each Each

0.22 0.33 0.56

116 123 114

Say Rs.

each

Say Rs.

each

size 600x450 x200 mm Analysis of rate same as for item no. 19.10.2 except the code of White vitreous china laboratory sink of size 600x450 x200 mm mm wile be 1872 instead of code no. 1871.. Providing and fixing 2nd class teak wood draining board with 65 to 75 mm high skirting and beading,max polished,supported on a pair of CI brackets painted to the required limit complete. The board shall have a fluted surface with smooth finished complete. 750x450x25 mm drainging board Details of cost of one no 750x450x25 mm thick teak wood drainging board with skirting and beading C.I. Brackets Cement, sand and grit etc. Painting of fittings Carriage of materials Labour:Fitter 1st class Mason, 1st class Beldar Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no.

Each

1

1303

pair 1 time 1 time 1 time

1.00 2.60 5.20 2.60

1309 9999 9999 9999

Each Each Each

0.06 0.17 0.22

116 123 114

600x450x25 mm drainging board Details of cost of one no 600x450x25 mm thick teak wood drainging Each board with skirting and beading pair C.I. Brackets 1 time Cement, sand and grit etc. 1 time Painting of fittings

1

1302

1.00 2.60 5.20

1309 9999 9999

Carriage of materials Labour:Fitter 1st class Mason, 1st class Beldar Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no. 19.12B

Providing and fixing draining board with CIMS brackets including painting of brackets. Cutting and making good the walls wherever required: White glazed fire clay draining board of size 600x450x25 mm Details of cost of one no White glazed fire clay draining board of size 600x450x25 mm C.I./M.S. brackets Cement, sand and grit etc. Painting of fittings Carriage of materials Labour:Fitter 1st class Mason, 1st class Beldar Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no.

1 time

2.60

9999

Each Each Each

0.06 0.17 0.22

116 123 114

Each

1

7364

pair 1 time 1 time 1 time

1 5.15 10.00 3.00

1309 9999 9999 9999

Each Each Each

0.06 0.17 0.22

116 123 114

19.12B.2 Marble stone draining board of size 600x450x25 mm Analysis of rate same as for item no. 19.12B.1 except the code no. draining borad will be 7365 instead of code no. 7364 19.13

Providing and fixing one piece construction bath tub white vitreous enamelled inside and painted with enamel paint of desired shade on outside including integral overflow and with detachable feet, a pair of 20mm CP brass pillar taps, 40 mm CP brass chain with rubber plug, 40mm CP brass trap with union complete:

19.13.1

Enamelled sheet tub size 1700x730x430 mm with detachaable feet 20mm CP brass pillar taps 40 mm CP brass waste 40 mm CPn brass ovserflow CP brass chain with 40 mm rubber plug

Each

1

3219

Each Each Each Each

2 1 1 1

1886 1952 3616 1315

Say Rs.

each

Say Rs.

each

40 mm dia CP brass trap 40 mm dia CP brass union carriage of materials Labour:Fitter 1st class Beldar Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no.

Each Each 1 time

1 1 51.75

1895 3617 9999

Each Each

0.50 1.00

116 114

Say Rs. 19.14 19.14.1

providing and fixing white vitreous china water closet squatting pan (Indian type) Long pattern WC pan of size 580 mm Details of cost of one no White glazed vitreous china long pan pattern squatting pan size 580 mm Cement, sand and grit etc. Painting of fittings Labour:mason 1st class Beldar Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no.

Each

1

1953

1 time 1 time

5.15 5.2

9999 9999

Each Each

0.50 0.50

123 114

A

Say Rs. 19.14.2

each

each

Orissa pattern WC pan of size 580x440 mm Details of cost of one no MaterialsWhite vitreous china orissa pattern squatting pan size 580x440 mm Cement, sand and grit etc. Painting of fittings Labour:mason 1st class Beldar Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no.

Each

1

1954

1 time 1 time

5.15 5.2

9999 9999 A

Each Each

0.50 0.50

123 114

Say Rs. 19.14A

Extra for using coloured WC pan instead of white WC pan 19.14A.1 Orissa pattern WC pan of size 580x440 mm Details of cost of one no MaterialsColoured orissa pattern WC pan

Each

1.00

7104

each

Orissa pattern WC pan of size 580x440 mm Each Difference Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no. 19.15

19.15A

19.16

providing and fixing white vitreous china pedestal type (European type/wash down type )water closet pan Details of cost of one no MaterialsWhite vitreous china pedestal type WC pan add for other materials and labour Each etc.(Same as per (A) in item no. 19.14.1) Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no. Extra for using coloured pedestal type WC pan (European type) with low level cistern of same color instead of white vitreous china WC pan and cistern. Details of cost of one no MaterialsColoured (European type ) WC pan White WC pan (European type) coloured low level cistern White vitreous china low level flusing cistern 10 liter capacity Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no.

1.00

1.00

1954

Say Rs.

each

Say Rs.

each

Say Rs.

each

1955

Each Each Each

1.00 1.00 1.00

7105 1955 7106

Each

1.00

7005

Providing and fixing a pair of white vitreous chain foot rests of shandard pattern for squatting pan water closet : 250x130x30 mm Details of cost of one no MaterialsWhite vitrocous china foot rests of shandard pair pattern for squatting pan WC cement sand including carriage of materials 1 time Labour:Each mason 1st class Add for water charges@ 1% Add for contractor's profit and overheads @ 10%

(-)

1.00

1363

3.10

9999

0.06

123

Cost for one no. 19.16.2

250x125x25 mm Details of cost of one no MaterialsWhite glazed china foot rests of shandard pattern for squatting pan WC cement sand including carriage of materials

pair

1.00

1970

1 time

3.10

9999

0.06

123

Labour:Each mason 1st class Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no. 19.17

19.17A

Providing and fixing 10 litre low level white vitreous flushin cistern of approved make with fittings such as lead valve less syphin etc. and CP brass handle complete Details of cost of one no Materials10 litre low level white vitreous flushin cistern of approved make with fittings Carriage of materials Labour:Fitter 1st class Beldar Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no. Providing and fixing 10 litre low level PVC cistern of approved make with fittings complete. Details of cost of one no MaterialsPVC flushing cistern 10 litre low level Carriage of materials Labour:Fitter 1st class Beldar Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no.

each

1.00

7006

1 time

5.15

9999

Each Each

0.50 0.50

116 114

Each 1 time

1.00 2.00

7358 9999

Each Each

0.13 0.13

116 114

Say Rs.

each

Say Rs.

each

Say Rs.

each

Say Rs.

each

19.18

Providing and fixing 10 litre high level CI flushing cistern of approved make with integral fittings such as ball valve GI chain and pull complete. Details of cost of one no Materials10 litre CI flushing cistern with fittings and Each GI chain and pull 1 time Carriage of materials Labour:Each Fitter 1st class Each Beldar Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no.

19.19

19.2

19.20A

Providinga and fixing 5 litre C.I. Automatic flushing cistern with fittings Details of cost of one no Materials5 litreC.I. Automatic flushing cistern with fittings Carriage of materials Labour:Fitter 1st class Beldar Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no. Providinga and fixing 10 litre C.I. Automatic flushing cistern with fittings Details of cost of one no Materials10 litreC.I. Automatic flushing cistern with fittings Carriage of materials Labour:Fitter 1st class Beldar Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no. Providing and fixing controlled flush, low level cistern made of high density polyethlene/ polypropylene, with all fittings complete.

1

7007

3.65

9999

0.25 0.50

116 114

Each

1

1325

1 time

2.6

9999

Each Each

0.25 0.50

116 114

Each

1

1325

1 time

3.65

9999

Each Each

0.25 0.50

116 114

Say Rs.

each

Say Rs.

each

Say Rs.

each

10 litre (Full fllush) capacity white Details of cost of one no MaterialsControlled flush cistern with accessories Carriage of materials Labour:(Considering 1 fitter and 1 beldar can fix 8 cistern in one day) Fitter 1st class Beldar Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no.

Each 1 time

1 2.70

7122 9999

Each

0.13

116

Each

0.13

114

A

Say Rs. 19.20A.2 10 litre (Full fllush) capacity colour Details of cost of one no MaterialsControlled flush cistern with accessories Carriage of materials Labour:(Considering 1 fitter and 1 beldar can fix 8 cistern in one day) Fitter 1st class Beldar Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no.

Each 1 time

1 2.70

7123 9999

Each

0.13

116

Each

0.13

114

A

Say Rs. 19.20A.3 8 litre (Full fllush) capacity white Details of cost of one no MaterialsControlled flush cistern with accessories Carriage of materials Labour:(Considering 1 fitter and 1 beldar can fix 8 cistern in one day) Fitter 1st class Beldar Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no.

Each 1 time

1 2.70

7124 9999

Each

0.13

116

Each

0.13

114

Each 1 time

1.0 2.70

7125 9999

each

A

Say Rs. 19.20A.4 8 litre (Full fllush) capacity colour Details of cost of one no MaterialsControlled flush cistern with accessories Carriage of materials Labour:-

each

each

A

(Considering 1 fitter and 1 beldar can fix 8 Each cistern in one day) Fitter 1st class Each Beldar Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no. 19.21

19.21.A

Providing and fixing 15 liter CI automatic flushing cistern with fittings. Details of cost of one no Materials15 liter CI automatic flushing cistern with fittings. Carriage of materials Labour:Fitter 1st class Beldar Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no. providing and fixing controlled flush, low level cistern made of vitreous china with all fittings complete 10 litre (Full fllush) capacity white Details of cost of one no MaterialsControlled flush cistern with accessories Carriage of materials Labour:Fitter 1st class Beldar Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no.

19.21A.2 10 litre (Full fllush) capacity colour Analysis of rates similar to that of ite no. 19.21A.1 except change in code no. for flushing cistern with all accessories will be 7127 instead of 7126 19.23 Providing and fixing solid plastic seat with lid for pedestal type WC pan with CP brass hinges, rubber buffers etc. complete. 19.23.1 White solid plastic seat with lid Details of cost of one no Materials-

0.13

116

0.13

114

each

1

1327

1 time

3.65

9999

Each Each

0.25 0.50

116 114

Each 1 time

1.00 5.20

7126 9999

Each Each

0.50 0.50

116 114

Say Rs.

each

Say Rs.

each

Say Rs.

each

White solid plastic seat with lid CP brass each hinges, rubber buffers 1 time Carriage of materials and fixing charge Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no.

19.23.2

19.23A

19.24

19.25

Black solid plastic seat with lid Details of cost of one no MaterialsBlack solid plastic seat with lid CP brass each hinges, rubber buffers 1 time Carriage of materials and fixing charge Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no. Extra for providing cloloured other than black solid PVC platic seat and cover in Eutopean type WC pan instead of white plastic seat and cover. Details of cost of one no Materialseach Coloured P.V.C. plasti seat and lid each white P.V.C. plasti seat and lid Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no.

P/F G.I. Chain with G.I. Pull Details of cost of one no Materialseach G.I. Inlet connection 1 time Carriage of materials and fixing charge Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no. P/F G.I. Inlet connection for flush pipe connection with W.C. pan Details of cost of one no Materialseach G.I. Inlet connection 1 time Carriage of materials and fixing charge Add for water charges@ 1%

1.00

1875

5.15

9999

1.00

1876

5.15

9999

1.0 1.0

1.00 3.1

1.00 5.15

7107 1875

Say Rs.

each

Say Rs.

each

Say Rs.

each

Say Rs.

each

(-)

1313 9999

1614 9999

Add for contractor's profit and overheads @ 10% Cost for one no. 19.26

19.27

19.28

P/Fwhite vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively. Details of cost of one no MaterialsFlat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively. Of white vitreous china Carriage of materials Labour:Fitter 1st class Beldar Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no.

each

1

1913

1 time

3.65

9999

Each Each

0.38 0.38

116 114

P/F white glazed fire clay stall urinal of standard size Details of cost of one no MaterialsEach white glazed fire clay single stall urinal 1 time Cement sand and grit 1 time carriage of materials Labour:Each Fitter 1st class Each Mason 1st class Each Beldar Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no. P/F white vitreous china squatting plate urinal with integral rim longitudinal flush pipe . Details of cost of one no Materialssquatting plate urinal white vitreous china each with integral rim longitudinal flush pipe . Cement sand and grit carriage of materials Labour:Fitter 1st class Mason 1st class

1 4.15 5.15

1914 9999 9999

0.50 0.50 1.00

116 123 114

1

1915

1 time 1 time

4.15 5.15

9999 9999

Each Each

0.50 0.50

116 123

Say Rs.

each

Say Rs.

each

Say Rs.

each

Each Beldar Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no. 19.29 19.29.1

19.29.3

19.29.4

114

Say Rs.

each

Say Rs.

each

Say Rs.

each

Say Rs.

each

P/F white vitreous china wash basin including making all connections but excluding the cost of fittings Flat back wash basin of size 630x450 mm Details of cost of one no Materialswhite vitreous china wash basin 630x450 each mm 1 time Fixing charge 1 time carriage of materials Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no.

19.29.2

1.00

Flat back wash basin of size 550x400 mm Details of cost of one no Materialswhite vitreous china wash basin 550x400 each mm 1 time Fixing charge 1 time carriage of materials Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no. Angle back wash basin of size 600x480 mm Details of cost of one no Materialswhite vitreous china wash basin 600x480 each mm 1 time Fixing charge 1 time carriage of materials Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no. Angle back wash basin of size 400x400 mm Details of cost of one no Materialswhite vitreous china wash basin 400x400 each mm 1 time Fixing charge

1

1947

20.7 3.65

9999 9999

1.00

3229

20.7 3.65

9999 9999

1.00

1949

20.7 3.65

9999 9999

1.00

1950

20.7

9999

1 time carriage of materials Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no. 19.29.5

19.29.6

19.30 19.30.2

19.30.3

Flat back wash basin of size 450x300 mm Details of cost of one no Materialswhite vitreous china wash basin 450x300 each mm 1 time Fixing charge 1 time carriage of materials Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no. Surgeon type wash basin of size 660x460 mm Details of cost of one no Materialswhite vitreous china Surgeon type 660x460 each mm 1 time Fixing charge 1 time carriage of materials Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no. P/F kitchen sink including making all connections excluding cost of fittings. White glazed fire clay sink of size 600x450x250 mm Details of cost of one no MaterialsWhite glazed fire clay sink of size 600x450x250 mm White glazed fire clay sink of size each 600x450x250 mm 1 time Fixing charge 1 time carriage of materials Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no. White glazed fire clay 750x450x250 mm Details of cost of one no

sink

of

size

3.65

9999

1.00

7004

20.7 3.65

9999 9999

1.00

3213

20.7 3.65

9999 9999

1.00

1863

15.55 4.15

9999 9999

Say Rs.

each

Say Rs.

each

Say Rs.

each

Say Rs.

each

MaterialsWhite glazed fire clay sink of size each 750x450x250 mm 1 time Fixing charge 1 time carriage of materials Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no. 19.31 19.31.1

19.31.2

P/F white vitreous china laboratory sink including making all connectons excluding cost of fittings. size 450x300x150 mm Details of cost of one no Materialseach laboratory sink size of 450x300x150 mm 1 time Fixing charge 1 time carriage of materials Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no.

Size 600x4500x200 mm Details of cost of one no Materialslaboratory sink size of 600x4500x200 mm Fixing charge carriage of materials Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no.

19.32 19.32.1

19.32.2

each 1 time 1 time

P/F C.P. brass chain and rubber plug complete for sink or wash basin: 32 mm dia Details of cost of one no MaterialsC.P. brass chain with 32 mm dia rubber each plug. 1 time Carriage of materials and fixing charge Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no. 40 mm dia

1

1864

15.55 4.15

9999 9999

1 15.55 4.15

1.00 15.55 4.15

Say Rs.

each

Say Rs.

each

Say Rs.

each

Say Rs.

each

1871 9999 9999

1872 9999 9999

1

1314

3.10

9999

19.33

19.34 19.34.1

19.34.2

19.34A

Analysis of rate same as for item no. 19.32.1 except the code of C.P. brass chain with 40mm dia rubber plug will be 1315 instead of 1314 P/F rubber plug for sink or wash basin . Details of cost of one no Materialseach Good quality rubber plug 1 time Carriage of materials and fixing charge Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no.

1969 9999

Say Rs.

each

Say Rs.

each

Say Rs.

each

Say Rs.

each

P/F C.P. brass waste for sink or wash basin: 32 mm dia Details of cost of one no Materialseach CP brass waste 32 mm dia 1 time Carriage of materials and fixing charge Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no. 40mm dia Details of cost of one no Materialseach CP brass waste 40 mm dia 1 time Carriage of materials and fixing charge Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no.

1 7.80

1 7.80

1951 9999

1952 9999

P/F P.V.C. waste pipe for sink or wash basin including PV.C. Waste fittings complete.

19.34A.1 Semi rigid pipe 32 mm dia Semi rigid PVC waste pipe with waste each fittings 1 time Carriage of materials and fixing charge Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no. 19.34A.1.2

1 1.60

40 mm dia

1.00

7117

7.80

9999

Analysis of rates similar to that of item no. 19.34A.1.1 except change in code no. for PVC waste pipe I.e. 7118 instead of 7117 19.34A.2 Flexible pipe 19.34A.2.1 32 mm dia Details of cost of one no MaterialsFlexible pipe (coil type ) with waste fittings

each 1 time Carriage of materials and fixing charge Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no.

19.34A.2.2

19.35 19.35.1

19.35.2

19.36 19.36.1

40 mm dia Analysis of rates similar to that of item no. 19.34A.2.1 except change in code no. for PVC waste pipe I.e. 7120 instead of 7119 P/F fisher union for wash basin 32 mm dia brass union Details of cost of one no Materialseach 32 mm dia brass fisher union 1 time Carriage of materials and fixing charge Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no. 40 mm dia brass union Details of cost of one no Materialseach 40 mm dia brass fisher union 1 time Carriage of materials and fixing charge Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no. P/F C.P. brass trap for wash basins and sinks 32 mm dia brass union Details of cost of one no Materialseach 32 mm C.P. brass trap 1 time Carriage of materials and fixing charge Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no.

1 7.80

1.00 4.15

1.00 4.15

1.00 7.80

7119 9999

Say Rs.

each

Say Rs.

each

Say Rs.

each

3750 9999

3744 9999

1894 9999

19.36.2

19.37

19.37.1

19.37.2

19.38

40 mm dia brass union Details of cost of one no Materialseach 40 mm C.P. brass trap 1 time Carriage of materials and fixing charge Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no. P/F 2nd class teak wood draining board with 65 to 75 mm length skirting and beading, wax polished complete. The board shall bave a fluted surface with smooth finished complete: 750x450x25 mm size Details of cost of one no Materials750x450x25 mm thick teak wood draining each board with skirting and beading 1 time Carriage of materials and fixing charge Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no. 600x450x25 mm size Details of cost of one no Materials600x450x25 mm thick teak wood draining each board with skirting and beading 1 time Carriage of materials and fixing charge Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no. Providing and fixing 100 mm sand cast iron grating for gully, floor or nahani trap. Details of cost of one no Materials100mm FCI grating for gully or nehani trap each 1 time Carriage of materials and fixing charge Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no.

1.00 7.80

Say Rs.

each

Say Rs.

each

Say Rs.

each

Say Rs.

each

Say Rs.

each

1895 9999

1

1303

4.15

9999

1

1302

4.15

9999

1

1369

1.60

9999

19.38A

P/F stainless steel jali (grating ) with or withour hole for wate pipe for floor/nahani trap 19.38A.1 75 mm dia weight not less than 70 gms Details of cost of one no Materialseach 75 mm dia stainless steel grating 1 time Carriage of materials and fixing charge Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no.

1 1.60

7108 9999

Say Rs.

each

Say Rs.

each

19.38A.2 100 mm dia weight not less than 100 gms Analysis of rates similar to that of item no. 19.38A.1 except change in code no. for rate of grating I.e. 7109 instead of 7108 19.38B

P/F plastic moulded jalji of required colour and shade for floor/nahani trap: 19.38B.1 Circular type Details of cost of one no Materialseach Plastic moulded jali circular type 1 time Carriage of materials and fixing charge Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no.

1.00 1.60

7110 9999

19.38B.2 Rectangular with openable circular type lid

19.39 19.39.1

Analysis of rates similar to that of item no. 19.38B.1 except change in code no. for jali i.e. 7111 instead of 7110 P/F puff pipe complete with brass perforated cap: 15 mm dia puff pipe Details of cost of one no MaterialsP/F 15 mm dia G.I. Pipe (rate vide item no. metre 20.2.1) Brass perforated cap each 1 time Carriage of materials and fixing charge Add for water charges@ 1% on all except A

1 1

1310

1.60

9999

(A) rate I/CS water charges, C.P. and overheads

Add for contractor's profit and overheads @ 10% on all except A Cost for one no. Say Rs. 19.39.2

20 mm dia puff pipe

each

Details of cost of one no MaterialsP/F 20 mm dia G.I. Pipe (rate vide item no. metre 20.2.2) each Brass perforated cap 1 time Carriage of materials and fixing charge Add for water charges@ 1% on all except A

1.00 1.00 1.60

1311 9999

(A) rate I/CS water charges, C.P. and overheads

Add for contractor's profit and overheads @ 10% on all except A Cost for one no. Say Rs. 19.39.3

25 mm dia puff pipe Details of cost of one no MaterialsP/F 25 mm dia G.I. Pipe (rate vide item no. metre 20.2.3) each Brass perforated cap 1 time Carriage of materials and fixing charge Add for water charges@ 1% on all except A

1.00 1.00 1.60

1312 9999

(A) rate I/CS water charges, C.P. and overheads

Add for contractor's profit and overheads @ 10% on all except A Cost for one no.

19.40

19.41

Providing and fixing in position 32 mm diameter GI flsh pipe for high level flushing cistern complete including cutting and making good the walls and floors Details of cost of one no Materials32 mm diameter galvanised iron telescopic pipe with brass union Cement, sand and grit Carriage of materials Labour:Mason 1st class Beldar Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no.

Each

1.00

1544

1 time 1 time

2.60 2.60

9999 9999

Each Each

0.12 0.25

123 114

P/F in position 25 mm diameter mosquito proof coupling of approved municipal design. Details of cost of one no MaterialsMosquito proof coupling of approved design Each

each

1.00

1350

Say Rs.

each

Say Rs.

each

1 time Carriage of materials and fixing charge Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no. 19.42

P/F 600x 450 mm bevelled edge mirror of superior glass(of approved quality) complete wit 6 mm thick hard board ground fixed to wooden cleats with CP brass screws and washers complete. Details of cost of one no Materialseach Mirror of superior make glass 600x450 mm 6 mm thick hard board sqm wooden cleats same as item no. 9.51 of sub-head, wood each work)

0.70

9999

Say Rs.

1

1392

0.27

7116

(A) rate I/cs water charges, C.P. & overheads

4

25 mm C.P. brass screwa, and washers Carriage of materials Sundries

cent 1 time 1 time

0.04 1.6 0.55

588 9999 9999

Labour:Carpenter 2nd class Beldar Add for water charges@ 1% on all except A

Each Each

0.12 0.25

112 114

Add for contractor's profit and overheads @ 10% on all except A Cost for one no. P/F mirror of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing 19.42A.1 Circular shape 450 mm dia. Details of cost of one no MaterialsMirror 450 mm dia with plastic moulded frame Hard board 0.45x0.45 = 0.2025 sqm Add wastage @ 10% = 0.0203 sqm = 0.2228 sqm say 0.22 sqm Rawl plug 40 to 50 mm C.P. brass screws and washers sundries Carriage of materials Labour:Carpenter IInd class

each

Say Rs.

19.42A

Each

1.00

7112

sqm

0.22

7116

cent cent 1 time 1 time

0.02 0.02 0.55 1.60

7048 588 9999 9999

Each

0.33

112

each

Each Beldar Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no. 19.42A.2 Ractangular shape 453x357 mm Details of cost of one no MaterialsMirror 453x357 mm with plastic moulded frame Hard board 0.453x0.357 = 0.1617 sqm Add wastage @ 10% = 0.0162 sqm = 0.1779 sqm say 0.18 sqm Rawl plug 40 to 50 mm C.P. brass screws and washers sundries Carriage of materials Labour:Carpenter IInd class Beldar Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no.

0.33

114

Each

1.00

7113

sqm

0.18

7116

cent cent 1 time 1 time

0.04 0.04 0.55 1.60

7048 588 9999 9999

Each Each

0.33 0.33

112 114

19.42A.3 Oval shape 450x350 mm (Outer dimensions) Details of cost of one no MaterialsOval shape 450x350 mm (Outer Each dimensions) Hard board 0.45x0.35 = 0.1575 sqm Add wastage @ 10% = 0.0158 sqm sqm = 0.1733 sqm say 0.17 sqm

1.00

7114

0.17

7116

cent cent 1 time 1 time

0.04 0.04 0.55 1.60

7048 588 9999 9999

Each Each

0.33 0.33

112 114

Rawl plug 40 to 50 mm C.P. brass screws and washers sundries Carriage of materials Labour:Carpenter IInd class Beldar Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no. 19.42A.4 Ractangular shape 1500x450 mm Details of cost of one no

Say Rs.

each

Say Rs.

each

Say Rs.

each

MaterialsMirror 1500x450 mm with plastic moulded frame Hard board 1.50x0.45 = 0.675 sqm Add wastage @ 10% = 0.0675 sqm = 0.7425 sqm say 0.74 sqm Rawl plug 40 to 50 mm C.P. brass screws and washers sundries Carriage of materials Labour:Carpenter IInd class Beldar Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no. 19.43

Each

1.00

7115

sqm

0.74

7116

cent cent 1 time 1 time

0.04 0.04 0.55 1.60

7048 588 9999 9999

Each Each

0.33 0.33

112 114

P/F 600x120x5 mm glass shelf with edges rounded off supported on anodised aluminium angle frame with CP brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc. complete. Details of cost of one no Materials600x120x5 mm glass shelf with anodised aluminium angle frame C.P. brass brackets each and guard railof standard size each Rawl plugs cent 40 mm C.P. brass screws 1 time Carriage of materials Labour:Each Carpenter IInd class Each Beldar Add for water charges@ 1% on all except A Add for contractor's profit and overheads @ 10% on all except A Cost for one no.

19.44 19.44.1

P/F towel rail complete with brackets fixed to wooden clears with C.P. brass screws.

C.P. Brass towel rail with two C.P. brass brackets. 19.44.1.1 750x20 mm size Details of cost of one no Materials-

1.00

3228

2.00 0.04 1.60

7048 586 9999

0.25 0.25

112 114

Say Rs.

each

Say Rs.

each

750x20 mm C.P. Brass towel rail together with a pair of C.P. brass brackets to fit the size of towel rail wooden cleats 25 mm C.P. brass screwa, Carriage of materials Labour:Carpenter IInd class Beldar Add for water charges@ 1% on all except A

(A) rate I/cs water charges, C.P. & overheads

cent 1 time Each Each

0.17 0.17

112 114

Add for contractor's profit and overheads @ 10% on all except A Cost for one no. 19.44.1.2 600x20 mm size Analysis of rate same as for item no. 19.44.1.1 except the code of White the code of towel rail 600x30 mm will be 1888 instead of 1887 19.44.2 Anodised aluminium towel rail with two anodised aluminium brackets 750x20 mm size Details of cost of one no Materials750x20 mm anodised aluminium towel rail with two anodised aluminium brackets wooden plugs(Rate as per item no. 9.51 of wood work) 25 mm C.P. brass screwa, Carriage of materials Labour:Carpenter IInd class Beldar Add for water charges@ 1% on all except A

Say Rs.

Each

1.00

Each

2.00

cent 1 time

0.06 1.60

588 9999

Each Each

0.17 0.17

112 114

A

3224

Add for contractor's profit and overheads @ 10% on all except A Cost for one no.

each

Say Rs.

each

19.44.2.2 600x20 mm size Analysis of rate same as for item no. 19.44.2.1 except the code of anodised alumimium rail fluted surface with a pair of anodised aluminium brackets of size 600x20 mm will be 3225 instead of code no. 3224 19.45 19.45.1

P/F toilet paper holder : C.P. brass MaterialsC.P. brass toilet paper holder of standard Each size

1.00

1889

(A) rate I/cs water charges, C.P. & overheads

wood cleats ((Rate as per item no. 9.51 of wood work) 25 mm C.P. brass screwa, Carriage of materials Labour:Carpenter IInd class Beldar Add for water charges@ 1% on all except A

Each

2.00

cent 1 time

0.06 1.65

588 9999

Each Each

0.12 0.12

112 114

Add for contractor's profit and overheads @ 10% on all except A Cost for one no. 19.45.2

Vitreous china Details of cost of one no MaterialsVitreous china toilet paper holder of standard size wood cleats (Rate as per item no. 9.51 of S.H. wood work) 25 mm C.P. brass screwa, Carriage of materials Labour:Carpenter IInd class Beldar Add for water charges@ 1% on all except A

Say Rs.

Each

1.00

Each

2.00

cent 1 time

0.06 1.65

588 9999

Each Each

0.12 0.12

112 114

Say Rs.

each

10.00

1617

1 time 1 time

31.05 20.70

9999 9999

each each each

0.42 0.21 0.83

116 1000 114

Say Rs. 19.48.1.2 Centrifugally cast (spun iron S&S pipe

each

(A) rate I/cs water charges, C.P. & overheads

3749

Add for contractor's profit and overheads @ 10% on all except A Cost for one no. 19.48 P/F soil, waste and vent pipes: 19.48.1 100 mm dia 19.48.1.1 Sand cast iron S&S pipe Materials100 mm sand cast iron pipe single scoket (1.80m long) 5% Allowance for wastage Scaffolding Carriage of materials Labour:Filtter Ist class Bandhani Beldar Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for 17.37 metre Cost per metre

(A) rate I/cs water charges, C.P. & overheads

Per metre

Details of cost for 16.87 m (1.75mx10)-(9x0.07m) joints = 16.87 m Materials100 mm centrifugally cast (spun iron S&S pipe 5% Allowance for wastage Scaffolding Carriage of materials Labour:Filtter Ist class Bandhani Beldar Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for 16.87 m Cost per metre 19.48.2 75 mm dia 19.48.2.1 Sand cast iron S&S pipe Details of cost for 17.42 m (1.8mx10)-(9x0.065m) joints = 17.415 m say 17.42 m Materials75 mm sand cast iron S&S pipe single scoket (1.80m long) 5% Allowance for wastage Scaffolding Carriage of materials Labour:Filtter Ist class Bandhani Beldar Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for 17.42 metre Cost per metre 19.48.2.2 Centrifugally cast (spun) iron S&S pipe Details of cost for 16.92 m (1.75mx10)-(9x0.065m) joints = 16.915 m say 16.92m Materials75 mm Centrifugally cast iron S&S pipe single scoket (1.75m long) 5% Allowance for wastage Scaffolding Carriage of materials Labour:Filtter Ist class Bandhani Beldar Add for water charges@ 1%

each

10.00

3620

1 time 1 time

31.05 20.70

9999 9999

each each each

0.42 0.21 0.83

116 1000 114

each

10.00

1616

1 time 1 time

31.05 15.53

9999 9999

each each each

0.35 0.17 0.70

116 1000 114

each

10.00

3621

1 time 1 time

31.05 15.53

9999 9999

each each each

0.35 0.17 0.70

116 1000 114

Say Rs.

Per metre

Say Rs.

Per metre

Add for contractor's profit and overheads @ 10% Cost for 16.92 metre Cost per metre

19.48.3

each

10.00

1615

1 time 1 time

31.05 15.53

9999 9999

each each each

0.35 0.17 0.70

116 1000 114

Say Rs.

Per metre

Say Rs.

Per metre

Centrifugally cast (spun) iron S&S pipe Details of cost for 16.96 m (1.75mx10)-(9x0.06m) joints = 16.96 m Materials50 mm Centrifugally cast (spun) iron S&S pipe (1.75 m long) 5% Allowance for wastage Scaffolding Carriage of materials Labour:Filtter Ist class Bandhani Beldar Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for 16.96 metre Cost per metre

19.48A

Per metre

50 mm dia Sand cast iron S&S pipe Details of cost for 17.46 m (1.8mx10)-(9x0.06m) joints = 17.46 m Materials50 mm sand cast iron S&S pipe single scoket (1.80m long) 5% Allowance for wastage Scaffolding Carriage of materials Labour:Filtter Ist class Bandhani Beldar Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for 17.46 metre Cost per metre

19.48.3.2

Say Rs.

P/F the joints with spun yarn cement slurry and cement mortar 1:2 (1 cement :2 fine sand) in S.C.I./C.I. Pipes 19.48A.1 50 mm dia pipe Details of cost for 4 joints

each

10.00

3622

1 time 1 time

31.05 10.35

9999 9999

each each each

0.28 0.14 0.56

116 1000 114

Materials1 time Cement mortar spun yarn etc. Labour:each Filtter each Beldar Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for 4 joints Cost per metre 19.48A.2 75 mm dia pipe Details of cost for 4 joints Materials1 time Cement mortar spun yarn etc. Labour:each Filtter each Beldar Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for 4 joints Cost per metre

19.48A.3 100 mm dia pipe Details of cost for 4 joints Materials1 time Cement mortar spun yarn etc. Labour:each Filtter each Beldar Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for 4 joints Cost per metre

19.49

P/F M.S. holder bat clamps of approved design to sand Cast iron/cast iron(spun)pipe embedded in and including cement concrete blocks 10x10x10 cm of 1:2:4 miz(1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) including cost of cutting holes and making good the walls etc.

19.49.1

For 100 mm dia . Pipe (Rate as per item no. 12.71.2 of S.H. Roofing)

1.75

9999

0.20 0.20

116 114

2.65

9999

0.28 0.28

116 114

3.10

9999

0.33 0.33

116 114

Say Rs.

Per metre

Say Rs.

Per metre

Say Rs.

Per metre

19.49.2 19.49.3

For 75 mm dia . Pipe (Rate as per item no. 12.71.1 of S.H. Roofing) For 50 mm dia . Pipe Details of cost for 5 clamps Materialseach M.S. clamps for 50 mm pipes C.C. block 5x0.1x0.1x0.1 = 0.005 cum (Rate vide item no. 4.6.3. Of S.H. concrete work) cum

1 time Carriage of bat clamps Labour:each Filtter (grade I) each Mason(II nd class) Beldar sundries Add for water charges@ 1% on all except A

5.00

(A) rate I/cs water charges, C.P. & overheads

1333

0.01

0.95

9999

0.13 0.75 0.50 2.75

116 124 114 9999

Add for contractor's profit and overheads @ 10% on all except A Cost for 5 clamps Cost for 1 clamp P/F bend of required degree with access door, insertion rubber washer 3mm thick, bolts and nuts complete 19.50.1 100 mm 19.50.1.1 Sand cast iron S&S Details of cost of one no Materials100 mm dia sand cast iron bend with access door including cost of bolts and nuts each

Say Rs.

each

Say Rs.

each

19.50

each Insertion rubber washer 3mm thick 1 time Carriage of materials and fixing charges Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no. 19.50.1.2 Centrifugally cast (spun) iron S&S pipe Analysis of rate same as for item no. 19.50.1.1 except the code of 100 mm dia centrifugally cast (spun) iron S&S bend with access door including cost of bolts & nuts will be 3624 instead of code no. 1625 19.50.2 75 mm dia 19.50.2.1 Sand cast iron S&S pipe Details of cost of one no Materials-

1.00

1625

1.00 5.20

1374 9999

75 mm dia sand cast iron bend with access each door including cost of bolts and nuts each Insertion rubber washer 3mm thick 1 time Carriage of materials and fixing charges Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no.

1.00

1624

1.00 4.15

1373 9999

Say Rs.

each

Say Rs.

each

Say Rs.

each

19.50.2.2 Centrifugally cast (spun) iron S&S pipe Analysis of rate same as for item no. 19.50.2.1 except the code of 75 mm dia centrifugally cast (spun) iron S&S bend with access door including cost of bolts & nuts will be 3625 instead of code no. 1624 19.50.3 50 mm dia 19.50.3.1 Sand cast iron S&S pipe Details of cost of one no Materials50 mm dia sand cast iron bend with access each door including cost of bolts and nuts each Insertion rubber washer 3mm thick 1 time Carriage of materials and fixing charges Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no.

1.00

1623

1.00 3.65

1372 9999

19.50.3.2 Centrifugally cast (spun) iron S&S pipe Analysis of rate same as for item no. 19.50.3.1 except the code of 50 mm dia centrifugally cast (spun) iron S&S bend with access door including cost of bolts & nuts will be 3626 instead of code no. 1623 19.51 P/F plain bend of required degree 19.51.1 100 mm dia 19.51.1.1 Sand cast iron S&S pipe Details of cost of one no. Materialseach 100 mm sand cast iron plain bend 1 time Carriage of materials and fixing charges Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no.

19.51.1.2 Centrifugally cast (spun) iron S&S pipe

1.00 5.20

1621 9999

Analysis of rate same as for item no. 19.51.1.1 except the code of 100 mm dia centrifugally cast (spun) iron S&S bend with access door including cost of bolts & nuts will be 3628 instead of code no. 1621 19.51.2 75 mm dia 19.51.2.1 Sand cast iron S&S pipe Details of cost of one no. Materialseach 75 mm sand cast iron plain bend 1 time Carriage of materials and fixing charges Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no.

1.00 4.15

1620 9999

Say Rs.

each

Say Rs.

each

19.51.2.2 Centrifugally cast (spun) iron S&S pipe Analysis of rate same as for item no. 19.51.2.1 except the code of 75 mm dia centrifugally cast (spun) iron S&S bend with access door including cost of bolts & nuts will be 3629 instead of code no. 1620 19.51.3 50 mm dia 19.51.3.1 Sand cast iron S&S pipe Details of cost of one no. Materialseach 50 mm sand cast iron plain bend 1 time Carriage of materials and fixing charges Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no.

1.00 3.65

1619 9999

19.51.3.2 Centrifugally cast (spun) iron S&S pipe Analysis of rate same as for item no. 19.51.3.1 except the code of 50 mm dia centrifugally cast (spun) iron S&S bend with access door including cost of bolts & nuts will be 3630 instead of code no. 1619 19.52 P/F heel rest sanitary bend 19.52.1 100 mm dia 19.52.1.1 Sand cast iron S&S pipe Details of cost of one no. Materials100 mm sand cast iron heel rest bend Carriage of materials and fixing charges Add for water charges@ 1%

each 1 time

1.00 5.20

1667 9999

Add for contractor's profit and overheads @ 10% Cost for one no. 19.52.1.2 Centrifugally cast (spun) iron S&S pipe Analysis of rate is similar to item no. 19.52.1.1 except the code of 100 mm dia centrifugally cast (spun) iron S&S heel rest sanitary bend will be 3634 instead of code no. 1667 19.52.2 75 mm 19.52.2.1 Sand cast iron S&S pipe Details of cost of one no. Materialseach 75 mm sand cast iron heel rest bend 1 time Carriage of materials and fixing charges Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no.

19.52.2.2 Centrifugally cast (spun) iron S&S pipe Analysis of rate is similar to item no. 19.52.2.1 except the code of 75mm dia centrifugally cast (spun) iron S&S heel rest sanitary bend will be 3635 instead of code no. 1666 19.52.3 50 mm 19.52.3.1 Sand cast iron S&S pipe Details of cost of one no. Materialseach 50mm sand cast iron heel rest bend 1 time Carriage of materials and fixing charges Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no.

19.52.3.2 Centrifugally cast (spun) iron S&S pipe Analysis of rate is similar to item no. 19.52.3.1 except the code of 50 mm dia centrifugally cast (spun) iron S&S heel rest sanitary bend will be 3636 instead of code no. 1665 19.53 P/F double equal junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete 19.53.1

100x100x100x100 mm Sand cast iron S&S pipe

1.00 4.15

1.00 3.65

Say Rs.

each

Say Rs.

each

Say Rs.

each

1666 9999

1665 9999

Details of cost of one no. Materials100x100x100x100 mm sand cast iron double equal junction with access door each including cost of bolts and nuts each Insertion rubber washer 3mm thick 1 time Carriage of materials and fixing charges Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one junction.

1.00

1637

1.00 5.15

1374 9999

Say Rs.

each

Say Rs.

each

19.53.1.2 Centrifugally cast (spun) iron S&S pipe Analysis of rate is similar to item no. 19.53.1.1 except code of 100x100x100x100 mm dia centrifugally cast (spun) iron S&S double equal junction with access door including cost of nuts and bolts will be 3654 instead of code no. 1637 19.53.2

75x75x75x75 mm Sand cast iron S&S pipe Details of cost of one no. Materials75x75x75x75 mm sand cast iron double equal junction with access door including each cost of bolts and nuts each Insertion rubber washer 3mm thick 1 time Carriage of materials and fixing charges Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one junction.

19.53.2.2 Centrifugally cast (spun) iron S&S pipe Analysis of rate is similar to item no. 19.53.1.1 except code of 75x75x75x75 mm dia centrifugally cast (spun) iron S&S double equal junction with access door including cost of nuts and bolts will be 3655 instead of code no. 1636 19.53.3 50x50x50x50 mm 19.53.3.1 Sand cast iron S&S pipe Details of cost of one no. Materials50x50x50x50 mm sand cast iron double equal junction with access door including each cost of bolts and nuts each Insertion rubber washer 3mm thick 1 time Carriage of materials and fixing charges Add for water charges@ 1%

1.00

1636

1.00 4.15

1373 9999

1.00

1635

1.00 4.15

1372 9999

Add for contractor's profit and overheads @ 10% Cost for one junction. Say Rs.

each

Say Rs.

each

Say Rs.

each

19.53.3.2 Centrifugally cast (spun) iron S&S pipe Analysis of rate is similar to item no. 19.53.3.1 except code of 50x50x50x50 mm centrifugally cast (spun) iron S&S double equal junction with access door including cost of nuts and bolts will be 3656 instead of code no. 1635 19.54 P/F double equal junction of required degree 19.54.1 100x100x100x100 mm 19.54.1.1 Sand cast iron S&S pipe Details of cost of one no. Materials100x100x100x100 mm sand cast iron each double equal junction 1 time Carriage of materials and fixing charges Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one junction.

1.00

1634

5.20

9999

19.54.1.2 Centrifugally cast (spun) iron S&S pipe Analysis of rate is similar to item no. 19.54.1.1 except code of 100x100x100x100 mm dia centrifugally cast (spun) iron S&S double equal plain junction will be 3650 instead of code no. 1634 75x75x75x75 mm Sand cast iron S&S pipe Details of cost of one no. Materials75x75x75x75 mm sand cast iron double each equal junction 1 time Carriage of materials and fixing charges Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one junction. 19.54.2.2 Centrifugally cast (spun) iron S&S pipe Analysis of rate is similar to item no. 19.54.2.1 except code of 75x75x75x75 mm centrifugally cast (spun) iron S&S double equal plain junction will be 3651 instead of code no. 1633 50x50x50x50 mm Sand cast iron S&S pipe

1.00

1633

4.15

9999

Details of cost of one no. Materials50x50x50x50 mm sand cast iron double each equal junction 1 time Carriage of materials and fixing charges Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one junction.

1.00

1632

3.65

9999

Say Rs.

each

Say Rs.

each

19.54.3.2 Centrifugally cast (spun) iron S&S pipe Analysis of rate is similar to item no. 19.54.3.1 except the code of 50x50x50x50 mm centrifugally cast (spun) iron S&S double equal plain junction will be 3652 instead of code no. 1632 19.55 P/F single equal plain junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete 19.55.1 100x100x100x100 mm 19.55.1.1 Sand cast iron S&S pipe Details of cost of one no. 100x100x100 mm single equal junction with access door including cost of bolts and nuts each each Insertion rubber washer 3mm thick 1 time Carriage of materials and fixing charges Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one junction.

1.00

1631

1.00 5.2

1374 9999

19.55.1.2

Centrifugally cast (spun) iron S&S pipe Analysis of rate is similar to item no. 19.55.1.1 except code of 100x100x100 mm centrifugally cast (spun) iron S&S single equal plain junction with access door with bolts and nuts will be 3644 instead of code no. 1631 75x75x75 mm 19.55.2.1 Sand cast iron S&S pipe Details of cost of one no. Materials75x75x75x75 mm sand cast iron singele equal junction with access door with bolts each and nuts each Insertion rubber washer 3mm thick 1 time Carriage of materials and fixing charges Add for water charges@ 1%

1.00

1630

1.00 4.15

1373 9999

Add for contractor's profit and overheads @ 10% Cost for one junction. 19.55.2.2 Centrifugally cast (spun) iron S&S pipe Analysis of rate is similar to item no. 19.55.2.1 except code of 75x75x75 mm centrifugally cast (spun) iron S&S single equal plain junction with access door with bolts and nuts will be 3645 instead of code no. 1630 19.55.3 50x50x50 mm 19.55.3.1 Sand cast iron S&S pipe Details of cost of one no. Materials50x50x50mm sand cast iron single equal junction with access door with bolts and nuts each each Insertion rubber washer 3mm thick 1 time Carriage of materials and fixing charges Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one junction.

1.00

1629

1.00 3.65

1372 9999

Say Rs.

each

Say Rs.

each

Say Rs.

each

19.55.3.2 Centrifugally cast (spun) iron S&S pipe Analysis of rate is similar to item no. 19.53.3.1 except code of 50x50x50 mm centrifugally cast (spun) iron S&S single equal junction with access door including cost of nuts and bolts will be 3646 instead of code no. 1629 P/F single equal junction of required degree 100x100x100x100 mm Sand cast iron S&S pipe Details of cost of one no. Materials100x100x100 mm sand cast iron single each equal junction 1 time Carriage of materials and fixing charges Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one junction. 19.56.1.2 Centrifugally cast (spun) iron S&S pipe Analysis of rate is similar to item no. 19.56.1.1 except code of 100x100x100 mm centrifugally cast (spun) iron S&S single equal plain junction will be 3640 instead of code no. 1628 19.56.2 75x75x75 mm

1.00

1628

5.20

9999

19.56.2.1 Sand cast iron S&S pipe Details of cost of one no. Materials75x75x75 mm sand cast iron single equal each junction 1 time Carriage of materials and fixing charges Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one junction. 19.56.2.2 Centrifugally cast (spun) iron S&S pipe Analysis of rate is similar to item no. 19.56.2.1 except code of 75x75x75 mm centrifugally cast (spun) iron S&S single equal plain junction will be 3641 instead of code no. 1627 19.56.3 50x50x50 mm 19.56.3.1 Sand cast iron S&S pipe Details of cost of one no. Materials50x50x50 mm sand cast iron single equal each junction 1 time Carriage of materials and fixing charges Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one junction.

1.00

1627

4.15

9999

1.00

1626

3.65

9999

19.56.3.2 Centrifugally cast (spun) iron S&S pipe Analysis of rate is similar to item no. 19.56.3.1 except the code of 50x50x50 mm centrifugally cast (spun) iron S&S single equal plain junction will be 3642 instead of code no. 1626 P/F single equal plain junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete: 19.57.1 100x100x75x75 mm 19.57.1.1 Sand cast iron S&S pipe Details of cost of one no. 100x100x75x75 mm sand cast iron branch with access door including cost of bolts and each nuts each Insertion rubber washer 3mm thick 1 time Carriage of materials and fixing charges Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one junction.

1.00

1362

1.00 5.20

1374 9999

Say Rs.

each

Say Rs.

each

Say Rs.

each

Say Rs.

each

Say Rs.

each

19.57.1.2 Centrifugally cast (spun) iron S&S pipe Analysis of rate is similar to item no. 19.57.1.1 except code of 100x100x75x75mm centrifugally cast (spun) iron S&S double unequal plain junction with access door with bolts and nuts will be 3674 instead of code no. 1662 19.57.2 100x100x50x50 mm 19.57.2.1 Sand cast iron S&S pipe Details of cost of one no. Materials100x100x50x50 mm sand cast iron double unequal junction with access door with bolts each and nuts each Insertion rubber washer 3mm thick 1 time Carriage of materials and fixing charges Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one junction. 19.57.2.2 Centrifugally cast (spun) iron S&S pipe Analysis of rate is similar to item no. 19.57.2.1 except code of100x100x50x50 mm centrifugally cast (spun) iron S&S double unequal plain junction with access door with bolts and nuts will be 3675 instead of code no. 1663 19.57.3 75x75x50x50 mm 19.57.3.1 Sand cast iron S&S pipe Details of cost of one no. Materials75x75x50x50 mm sand cast iron double equal junction with access door with bolts each and nuts each Insertion rubber washer 3mm thick 1 time Carriage of materials and fixing charges Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one junction.

19.57.3.2 Centrifugally cast (spun) iron S&S Analysis of rate is similar to item no. 19.57.3.1 except the code of 75x75x50x50 mm centrifugally cast (spun) iron S&S double unequal plain junction will be 3676 instead of code no. 1664

1.00

1663

1.00 5.20

1374 9999

1.00

1664

1.00 4.15

1373 9999

19.58

P/F double unequa plain junction of required degree : 19.58.1 100x100x75x75 mm 19.58.1.1 Sand cast iron S&S Details of cost of one no. each 100x100x75x75 mm junction. 1 time Carriage of materials and fixing charges Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one junction.

19.58.1.2 Centrifugally cast (spun) iron S&S Analysis of rate is similar to item no. 19.58.1.1 except code of 100x100x75x75mm centrifugally cast (spun) iron S&S double unequal plain junction will be 3670 instead of code no. 1659 19.58.2 100x100x50x50 mm 19.58.2.1 Sand cast iron S&S pipe Details of cost of one no. Materialseach 100x100x50x50 mm junction 1 time Carriage of materials and fixing charges Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one junction. 19.58.2.2 Centrifugally cast (spun) iron S&S Analysis of rate is similar to item no. 19.58.2.1 except code of 100x100x50x50 mm centrifugally cast (spun) iron S&S double unequal plain junction will be 3671 instead of code no. 1660 19.58.3 75x75x50x50 mm 19.58.3.1 Sand cast iron S&S pipe Details of cost of one no. Materialseach 75x75x50x50 mm junction 1 time Carriage of materials and fixing charges Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one junction.

19.58.3.2 Centrifugally cast (spun) iron S&S

1.00 5.20

1.00 5.20

1.00 4.15

1659 9999

Say Rs.

each

Say Rs.

each

Say Rs.

each

1660 9999

1661 9999

Analysis of rate is similar to item no. 19.58.3.1 except the code of 75x75x50x50 mm centrifugally cast (spun) iron S&S double unequal plain junction will be 3672 instead of code no. 1661 19.59

P/F single unequal plain junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete:

19.59.1 100x100x75 mm 19.59.1.1 Sand cast iron S&S pipe Details of cost of one no. 100x100x75 mm sand cast iron single unequal junction with access door including each cost of bolts and nuts each Insertion rubber washer 3mm thick 1 time Carriage of materials and fixing charges Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one junction.

19.59.1.2 Centrifugally cast (spun) iron S&S pipe Analysis of rate is similar to item no. 19.59.1.1 except code of 100x100x75mm centrifugally cast (spun) iron S&S single unequal plain junction with access door with bolts and nuts will be 3664 instead of code no. 1656 19.59.2 100x50x50 mm 19.59.2.1 Sand cast iron S&S Details of cost of one no. Materials100x50x50 mm sand cast iron single unequal junction with access door with bolts each and nuts each Insertion rubber washer 3mm thick 1 time Carriage of materials and fixing charges Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one junction. 19.59.2.2 Centrifugally cast (spun) iron S&S Analysis of rate is similar to item no. 19.59.2.1 except the code of 100x100x50 mm centrifugally cast (spun) iron S&S single unequal plain junction with access door with bolts and nuts will be 3665 instead of code no. 1657 19.59.3 75x75x50 mm

1.00

1656

1.00 5.20

1374 9999

1.00

1657

1.00 5.20

1374 9999

Say Rs.

each

Say Rs.

each

19.59.3.1 Sand cast iron S&S pipe Details of cost of one no. Materials75x75x50 mm S.C.I single unequal junction with access door including cost of bolts and each nuts each Insertion rubber washer 3mm thick 1 time Carriage of materials and fixing charges Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one junction.

19.59.3.2 Centrifugally cast (spun) iron S&S Analysis of rate is similar to item no. 19.59.3.1 except the code of 75x75x50 mm centrifugally cast (spun) iron S&S single unequal plain junction will be 3666 instead of code no. 1658 19.60 P/F single unequal plain junction of required degree : 19.60.1 100x100x75 mm 19.60.1.1 Sand cast iron S&S pipe Details of cost of one no. each 100x100x75 mm junction 1 time Carriage of materials and fixing charges Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one junction.

19.60.1.2 Centrifugally cast (spun) iron S&S Analysis of rate is similar to item no. 19.60.1.1 except code of 100x100x75mm centrifugally cast (spun) iron S&S single unequal plain junction will be 3660 instead of code no. 1653 19.60.2 100x100x50 mm 19.60.2.1 Sand cast iron S&S Details of cost of one no. Materialseach 100x100x50 mm junction 1 time Carriage of materials and fixing charges Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one junction.

1.00

1658

1.00 4.15

1373 9999

1.00 5.20

1.00 5.20

Say Rs.

each

Say Rs.

each

Say Rs.

each

1653 9999

1654 9999

19.60.2.2 Centrifugally cast (spun) iron S&S Analysis of rate is similar to item no. 19.60.2.1 except code of 100x100x50mm centrifugally cast (spun) iron S&S single unequal plain junction will be 3661 instead of code no. 1654 19.60.3 75x75x50 mm 19.60.3.1 Sand cast iron S&S Details of cost of one no. Materialseach 75x75x50 mm junction 1 time Carriage of materials and fixing charges Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one junction.

1.00 4.15

1655 9999

Say Rs.

each

Say Rs.

each

19.60.3.2

Centrifugally cast (spun) iron S&S Analysis of rate is similar to item no. 19.60.3.1 except the code of 75x75x50 mm centrifugally cast (spun) iron S&S single unequal plain junction will be 3662 instead of code no. 1655 19.61 P/F double unequal plain invert branch of required degree : 19.61.1 100x100x100x100 mm 19.61.1.1 Sand cast iron S&S Details of cost of one no. 100x100x100x100 mm sand cast iron invert each branch 1 time Carriage of materials and fixing charges Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost of one invert branch

19.61.1.2 Centrifugally cast (spun) iron S&S Analysis of rate is similar to item no. 19.61.1.1 except code of 100x100x100x100mm centrifugally cast (spun) iron S&S double equal plain invert branch will be 3685 instead of code no. 1673 19.61.2 75x75x75x75 mm 19.61.2.1 Sand cast iron S&S Details of cost of one no. Materials75x75x75x75 mm sand cast iron invert each branch 1 time Carriage of materials and fixing charges

1.00

1673

5.20

9999

1.00

1672

4.15

9999

Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost of one invert branch Say Rs.

each

Say Rs.

each

Say Rs.

each

19.61.2.2 Centrifugally cast (spun) iron S&S Analysis of rate is similar to item no. 19.61.2.1 except code of 75x75x75x75mm centrifugally cast (spun) iron S&S double equal plain invert branch will be 3686 instead of code no. 1672 19.61.3 50x50x50x50 mm 19.61.3.1 Sand cast iron S&S Details of cost of one no. Materials50x50x50x50 mm sand cast iron invert each branch 1 time Carriage of materials and fixing charges Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost of one invert branch

1.00

1671

3.65

9999

19.61.3.2 Centrifugally cast (spun) iron S&S Analysis of rate is similar to item no. 19.61.3.1 except the code of 50x50x50x50 mm centrifugally cast (spun) iron S&S double equal plain invert branch will be 3687 instead of code no. 1671 19.62

P/F single equal plain invert branch of required degree : 19.62.1 100x100x100 mm 19.62.1.1 Sand cast iron S&S Details of cost of one no. Materials100x100x100 mm sand cast iron invert each branch 1 time Carriage of materials and fixing charges Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost of one invert branch

19.62.1.2 Centrifugally cast (spun) iron S&S Analysis of rate is similar to item no. 19.62.1.1 except code of 100x100x100mm centrifugally cast (spun) iron S&S single equal plain invert branch will be 3681 instead of code no. 1670

1.00

1670

5.20

9999

19.62.2 75x75x75 mm 19.62.2.1 Sand cast iron S&S Details of cost of one no. Materials75x75x75 mm sand cast iron invert branch

each

1 time Carriage of materials and fixing charges Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost of one invert branch

1.00

1669

4.15

9999

Say Rs.

each

Say Rs.

each

Say Rs.

each

19.62.2.2 Centrifugally cast (spun) iron S&S Analysis of rate is similar to item no. 19.62.2.1 except code of 75x75x75mm centrifugally cast (spun) iron S&S single equal plain invert branch will be 3682 instead of code no. 1669 19.62.3 50x50x50x50 mm 19.62.3.1 Sand cast iron S&S Details of cost of one no. Materials50x50x50 mm sand cast iron invert branch

each 1 time Carriage of materials and fixing charges Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost of one invert branch

19.62.3.2 Centrifugally cast (spun) iron S&S Analysis of rate is similar to item no. 19.62.3.1 except the code of 50x75x50 mm centrifugally cast (spun) iron S&S single unequal plain invert branch will be 3683 instead of code no. 1668 19.63 P/F double unequal plain invert branch of required degree : 19.63.1 100x100x75x75 mm 19.63.1.1 Sand cast iron S&S Details of cost of one no. Materials100x100x75x75 mm sand cast iron invert each branch 1 time Carriage of materials and fixing charges Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost of one invert branch

1.00 3.65

1668 9999

1.00

1677

5.20

9999

19.63.1.2 Centrifugally cast (spun) iron S&S Analysis of rate is similar to item no. 19.63.1.1 except code of 100x100x75x75mm centrifugally cast (spun) iron S&S double equal plain invert branch will be 3695 instead of code no. 1677 19.63.2 100x100x50x50 mm 19.63..2.1 Sand cast iron S&S Details of cost of one no. Materials100x100x50x50 mm sand cast iron invert each branch 1 time Carriage of materials and fixing charges Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost of one invert branch

1.00

1678

5.20

9999

Say Rs.

each

Say Rs.

each

19.63.2.2 Centrifugally cast (spun) iron S&S Analysis of rate is similar to item no. 19.63.2.1 except code of 100x100x50x50mm centrifugally cast (spun) iron S&S double unequal plain invert branch will be 3696 instead of code no. 1678 19.63.3 75x75x50x50 mm 19.63.3.1 Sand cast iron S&S Details of cost of one no. Materials75x75x50x50 mm sand cast iron invert each branch 1 time Carriage of materials and fixing charges Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost of one invert branch 19.63.3.2 Centrifugally cast (spun) iron S&S Analysis of rate is similar to item no. 19.63.3.1 except the code of 75x75x50x50 mm centrifugally cast (spun) iron S&S double unequal plain invert branch will be 3697 instead of code no. 1679 19.64

P/F single unequal plain invert branch required degree : 19.64.1 100x100x75 mm 19.64.1.1 Sand cast iron S&S Details of cost of one no. Materials-

of

1.00

1679

4.15

9999

100x100x75mm sand cast iron invert branch

each

1 time Carriage of materials and fixing charges Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost of one invert branch

19.64.1.2 Centrifugally cast (spun) iron S&S Analysis of rate is similar to item no. 19.64.1.1 except code of 100x100x75mm centrifugally cast (spun) iron S&S single unequal plain invert branch will be 3690 instead of code no. 1674 19.64.2 100x100x50 mm 19.64.2.1 Sand cast iron S&S Details of cost of one no. Materials100x100x50 mm sand cast iron invert each branch 1 time Carriage of materials and fixing charges Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost of one invert branch 19.64.2.2 Centrifugally cast (spun) iron S&S Analysis of rate is similar to item no. 19.64.2.1 except code of 100x100x50mm centrifugally cast (spun) iron S&S single unequal plain invert branch will be 3691 instead of code no. 1675 19.64.3 75x75x50 mm 19.64.3.1 Sand cast iron S&S Details of cost of one no. Materials75x75x50 mm sand cast iron invert branch each 1 time Carriage of materials and fixing charges Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost of one invert branch

19.64.3.2 Centrifugally cast (spun) iron S&S Analysis of rate is similar to item no. 19.64.3.1 except code of 75x75x50mm centrifugally cast (spun) iron S&S single unequal plain invert branch will be 3692 instead of code no. 1676

1.00

1674

5.20

9999

1.00

1675

5.20

9999

1.00 4.15

Say Rs.

each

Say Rs.

each

Say Rs.

each

1676 9999

19.65

Providing and fixing sand cast iron S&S off sets: 19.65.1 76 mm off sets 19.65.1.1 with 50mm dia pipe Details of cost of one no. Materials76 mm sand cast iron S&S offset with 50 each mm dia pipe 1 time Carriage of materials and fixing charges Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost of one no.

1.00

3745

4.15

9999

Say Rs.

each

Say Rs.

each

19.65.1.2 with 75mm dia pipe Analysis of rate is similar to item no. 19.65.1.1 except code of 76 mm sand cast iron S&S offeset with 75 mm dia pipe will be 3746 instead of code no. 3745 19.65.1.3 with 100mm dia pipe Analysis of rate is similar to item no. 19.65.1.1 except code of 76 mm sand cast iron S&S offeset with 100 mm dia pipe will be 3747 instead of code no. 3745 19.65.2 114 mm off sets 19.65.2.1 with 50mm dia pipe Details of cost of one no. Materials114 mm sand cast iron S&S offset with 50 each mm dia pipe 1 time Carriage of materials and fixing charges Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost of one no.

19.65.2.2 with 75mm dia pipe Analysis of rate is similar to item no. 19.65.2.1 except code of114mm sand cast iron S&S offeset with 75 mm dia pipe will be 3712 instead of code no. 3711 19.65.2.3 with 100mm dia pipe Analysis of rate is similar to item no. 19.65.2.1 except code of 114mm sand cast iron S&S offeset with 100 mm dia pipe will be 3713 instead of code no. 3711 19.65.3

152 mm off sets with 50mm dia pipe Details of cost of one no.

1.00

3711

5.20

9999

Materials152 mm sand cast iron S&S offset with 50 each mm dia pipe 1 time Carriage of materials and fixing charges Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost of one no.

1.00

3715

6.90

9999

Say Rs.

each

Say Rs.

each

19.65.3.2 with 75mm dia. pipe Analysis of rate is similar to item no. 19.65.3.1 except code of 152mm sand cast iron S&S offeset with 75 mm dia pipe will be 3716 instead of code no. 3715 19.65.3.3 with 100mm dia pipe Analysis of rate is similar to item no. 19.65.3.1 except code of 152mm sand cast iron S&S offeset with 100 mm dia pipe will be 3717 instead of code no. 3715 19.65A

P/F centrifugally cast (spun)iron S&S off sets. 19.65A.1 75 mm off sets 19.65A.1.1 with 50mm dia pipe Details of cost of one no. Materials75 mm centrifugally cast iron S&S offset each with 50 mm dia pipe 1 time Carriage of materials and fixing charges Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost of one no.

with 75mm dia pipe Analysis of rate is similar to item no. 19.65A.1.1 except code of 75mm centrifugally cast iron S&S offeset with 75 mm dia pipe will be 3699 nstead of code no. 3698 19.65A.1.3 with 100mm dia pipe Analysis of rate is similar to item no. 19.65A.1.1 except code of 75mm centrifugally cast iron S&S offeset with 100 mm dia pipe will be 3700 nstead of code no. 3698 19.65A.2 115 mm off sets 19.65A.2.1 with 50mm dia pipe Details of cost of one no. Materials19.65A.1.2

1.00

3698

4.15

9999

115 mm sand cast iron S&S offset with 50 each mm dia pipe 1 time Carriage of materials and fixing charges Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost of one no.

19.65A.2.2 with 75mm dia pipe Analysis of rate is similar to item no. 19.65A.2.1 except code of 115mm centrifugally cast iron S&S offeset with 75 mm dia pipe will be 3703 nstead of code no. 3702 19.65A.2.3 with 100mm dia pipe Analysis of rate is similar to item no. 19.65A.2.1 except code of 115mm centrifugally cast iron S&S offeset with 100 mm dia pipe will be 3704 nstead of code no. 3702 19.65A.3 150 mm off sets 19.65A.3.1 with 50mm dia pipe Details of cost of one no. Materials150 mm sand cast iron S&S offset with 50 each mm dia pipe 1 time Carriage of materials and fixing charges Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost of one no.

19.65A.3.2 with 75mm dia pipe Analysis of rate is similar to item no. 19.65A.3.1 except code of 150mm centrifugally cast iron S&S offeset with 75 mm dia pipe will be 3707 nstead of code no. 3706 19.65A.3.3 with 100mm dia pipe Analysis of rate is similar to item no. 19.65A.3.1 except code of 150mm centrifugally cast iron S&S offeset with 100 mm dia pipe will be 3708 nstead of code no. 3706 19.66 P/F door piece, insertion rubber washer 3 mm thick , bolts & nuts complete: 19.66.1 100 mm 19.66.1.1 Sand cast iron S&S Details of cost of one no. Materials-

1.00

3702

5.20

9999

1.00

3706

6.20

9999

Say Rs.

each

Say Rs.

each

100 mm sand cast iron door piece including each bolts and nuts each Insertion rubber washer 1 time Carriage of materials and fixing charges Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost of one no.

1.00

1683

1.00 5.20

1374 9999

Say Rs.

each

Say Rs.

each

Say Rs.

each

19.66.1.2 Centrifugally cast (spun) iron S&S Analysis of rate is similar to item no. 19.66.1.1 except code of 100mm centrifugally cast (spun) iron S&S door piece will be 3728 instead of code no. 1683 19.66.2 75 mm 19.66.2.1 Sand cast iron S&S Details of cost of one no. Materials75 mm sand cast iron door piece including each bolts and nuts each Insertion rubber washer 1 time Carriage of materials and fixing charges Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost of one no.

1.00

1682

1.00 4.15

1373 9999

19.66.2.2 Centrifugally cast (spun) iron S&S Analysis of rate is similar to item no. 19.66.2.1 except code of 75mm centrifugally cast (spun) iron S&S door piece will be 3729 instead of code no. 1682 19.66.3 50 mm 19.66.3.1 Sand cast iron S&S Details of cost of one no. Materials50mm sand cast iron door piece including each bolts and nuts each Insertion rubber washer 1 time Carriage of materials and fixing charges Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost of one no.

19.66.3.2 Centrifugally cast (spun) iron S&S

1.00

1681

1.00 3.65

1372 9999

Analysis of rate is similar to item no. 19.66.3.1 except code of 50mm centrifugally cast (spun) iron S&S door piece will be 3730 instead of code no. 1681 19.67 P/F terminal guard: 19.67.1 100 mm 19.67.1.1 Sand cast iron S&S Details of cost of one no. Materialseach 100mm sand cast iron terminal guard 1 time Carriage of materials and fixing charges Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost of one no.

19.67.1.2 Centrifugally cast (spun) iron S&S Analysis of rate is similar to item no. 19.67.1.1 except code of 100mm centrifugally cast (spun) iron S&S turminal guard will be 3733 instead of code no. 1640 19.67.2 75 mm 19.67.2.1 Sand cast iron S&S Details of cost of one no. Materialseach 75mm sand cast iron terminal guard 1 time Carriage of materials and fixing charges Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost of one no.

19.67.2.2 Centrifugally cast (spun) iron S&S Analysis of rate is similar to item no. 19.67.2.1 except code of 75mm centrifugally cast (spun) iron S&S turminal guard will be 3734 instead of code no. 1639 19.67.3 50 mm 19.67.3.1 Sand cast iron S&S Details of cost of one no. Materialseach 50mm sand cast iron terminal guard 1 time Carriage of materials and fixing charges Add for water charges@ 1% Add for contractor's profit and overheads @ 10%

1.00 5.20

1.00 4.15

1.00 3.65

1640 9999

Say Rs.

each

Say Rs.

each

1639 9999

1638 9999

Cost of one no.

19.67.3.2 Centrifugally cast (spun) iron S&S Analysis of rate is similar to item no. 19.67.3.1 except code of 50mm centrifugally cast (spun) iron S&S turminal guard will be 3735 instead of code no. 1638 19.68 Providing and fixing collar: 19.68.1 100 mm 19.68.1.1 Sand cast iron S&S Details of cost of one no. Materialseach 100mm sand cast iron collar 1 time Carriage of materials and fixing charges Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost of one no.

19.68.1.2 Centrifugally cast (spun) iron S&S Analysis of rate is similar to item no. 19.68.1.1 except code of 100mm centrifugally cast (spun) iron S&S collar will be 3738 instead of code no. 1686 19.68.2 75 mm 19.68.2.1 Sand cast iron S&S Details of cost of one no. Materialseach 75mm sand cast iron collar 1 time Carriage of materials and fixing charges Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost of one no.

19.68.2.2 Centrifugally cast (spun) iron S&S Analysis of rate is similar to item no. 19.68.2.1 except code of 75mm centrifugally cast (spun) iron S&S collar will be 3739 instead of code no. 1685 19.68.3 50 mm 19.68.3.1 Sand cast iron S&S Details of cost of one no. Materialseach 50mm sand cast iron collar 1 time Carriage of materials and fixing charges Add for water charges@ 1%

1.00 5.20

1.00 4.15

1.00 3.65

Say Rs.

each

Say Rs.

each

Say Rs.

each

1686 9999

1685 9999

1684 9999

Add for contractor's profit and overheads @ 10% Cost of one no.

19.68.3.2 Centrifugally cast (spun) iron S&S Analysis of rate is similar to item no. 19.68.3.1 except code of 50mm centrifugally cast (spun) iron S&S collar will be 3740 instead of code no. 1684 19.69 Providing and fixing 50mm dia. Pass over pipe 19.69.1 Sand cast iron S&S Details of cost of one no. Materialseach 50mm sand cast iron pass over pipe 1 time Carriage of materials and fixing charges Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost of one no.

19.69.2

Centrifugally cast (spun) iron S&S Analysis of rate is similar to item no. 19.69.1 except code of 50mm centrifugally cast (spun) iron S&S pass over pipe will be 3741 instead of code no. 1680

19.70

Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes and fittings of diameter: 100 mm Details of cost of one no. MaterialsPig lead spun yarn Kerosene oil, fuel and other sundries Carriage of material Labour:Filtter Asstt.Fitter Beldar Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost of one joint

19.70.1

19.70.2

75mm Details of cost of one no.

1.00 3.65

Say Rs.

each

Say Rs.

each

Say Rs.

each

1680 9999

Kg. Kg. 1 time 1time

0.98 0.11 5.20 0.55

1397 1881 9999 9999

each each each

0.06 0.06 0.12

116 117 114

MaterialsPig lead Spun yarn Kerosene oil, fuel and other sundries Carriage of material Labour:Filtter Asstt.Fitter Beldar Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost of one joint

19.70.3

19.71

19.71.1

19.71.2

50mm Details of cost of one no. MaterialsPig lead Spun yarn Kerosene oil, fuel and other sundries Carriage of material Labour:Filtter Asstt.Fitter Beldar Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost of one joint

Kg. Kg. 1 time 1time

0.88 0.09 4.15 0.55

1397 1881 9999 9999

each each each

0.05 0.05 0.09

116 117 114

Kg. Kg. 1 time 1time

0.77 0.06 2.60 0.55

1397 1881 9999 9999

each each each

0.04 0.05 0.05

116 117 114

Say Rs.

each

Say Rs.

each

Say Rs.

each

Providing and fixing M.S. stays and clamps for sand cast iron/centrifugally cast (spun) iron pipes and fittings of diameter: 100 mm Details of cost of one no. MaterialsM.S. stayes & clamps includingbolts and each nuts for 100m pipe 1time Carriage of material & fixing charges Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost of one no.

75 mm Details of cost of one no. Materials-

1.00

1330

5.2

9999

M.S. stayes & clamps includingbolts and each nuts for 100m pipe 1time Carriage of material & fixing charges Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost of one no.

19.71.3

19.72

19.72.1

19.72.2

50 mm Details of cost of one no. MaterialsM.S. stayes & clamps includingbolts and each nuts for 100m pipe 1time Carriage of material & fixing charges Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost of one no. P/F sand cast iron trap of self cleansing design with sand cast iron screwed down or hinged grating with or withour vent arm complete , including cot of cutting and making good the walls and floors: 100 mm inlet and 100 mm outlet Details of cost of one no. Materialssand cast iron trap with 100 mm inlet and 100 mm outlet cement, sand and grit etc. Carriage of materials Labour:Mason Ist class Beldar Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost of one no.

1.00

1335

4.15

9999

1.00

1334

3.65

9999

each

1.00

1897

1 time 1time

5.20 1.05

9999 9999

each each

0.50 0.50

123 114

100mm inlet and 75 mm outlet Details of cost of one no. Materialssand cast iron trap with 100 mm inlet and each 75mm outlet 1 time cement, sand and grit etc. 1time Carriage of materials Labour:each Mason Ist class each Beldar Add for water charges@ 1%

1.00

1898

5.20 1.05

9999 9999

0.50 0.50

123 114

Say Rs.

each

Say Rs.

each

Say Rs.

each

Add for contractor's profit and overheads @ 10% Cost of one no. 19.72.3

19.92

19.92.1

100mm inlet and 50 mm outlet Details of cost of one no. Materialssand cast iron trap with 100 mm inlet and 50 mm outlet cement, sand and grit etc. Carriage of materials Labour:Mason Ist class Beldar Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost of one no. Cutting chases in brick masonry walls for following diameter sand cat iron/centrifugally cast(spun)ironpipes and making good the same with cement concrete 1:3:6 including necessary plaster and pointing in cement mortar 1:4. 100mm dia Details of cost of one metre length MaterialsCement concrete 1:3:6(Rate as per item no. 4.6.5) Plastering in cement mortar 1:4 Carriage of materials Labour:Mason Ist class Beldar Add for water charges@ 1% except on "A" Add for contractor's profit and overheads @ 10% except on "A" Cost of one no.

each

1.00

1899

1 time 1time

5.20 1.05

9999 9999

each each

0.50 0.50

123 114

cum

0.022

1 time 1time

4.00 1.60

9999 9999

each each

0.14 0.27

123 114

Say Rs.

each

Say Rs.

each

A

Say Rs. 19.92.2

75mm dia Details of cost of one metre length MaterialsCement concrete 1:3:6(Rate as per item no. cum 4.6.5) 1 time Plastering in cement mortar 1:4 1time Carriage of materials Labour:each Mason Ist class each Beldar

each

0.015 3.00 1.35

9999 9999 A

0.10 0.20

123 114

Add for water charges@ 1% except on "A" Add for contractor's profit and overheads @ 10% except on "A" Cost of one no. Say Rs. 19.92.3

19.94

19.95A

50mm dia Details of cost of one metre length MaterialsCement concrete 1:3:6(Rate as per item no. 4.6.5) Plastering in cement mortar 1:4 Carriage of materials Labour:Mason Ist class Beldar Add for water charges@ 1% except on "A" Add for contractor's profit and overheads @ 10% except on "A" Cost of one no. Painting CI cistern with bitumastic or any other anticorrosive paint inside and white paint over a cost of zinc chromate yellow primer (of approved quality) on the outside surface of the cistern flush pipe, other fittings, etc/ complete for new work. Details of cost of one cistern with fittings MaterialsAnticorrosive bitumastic paint Ready mixed white paint Polishing of wooden seat and cleaning of W.C. pan with acid sundries and carriage of materials Labour:Painter Beldar Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost of one no.

cum

0.008

1 time 1time

2.00 1.05

9999 9999

each each

0.07 0.14

123 114

1 time 1 time

0.23 0.2

828 843

1 time

7.95

9999

1 time

2.75

9999

each each

0.20 0.25

131 114

Repainting CI cistern with synthetic enamel paint of approved colour brand and manufacture on the outside surface of cistern flush pipe. Other fittings etc. Complete Details of cost of one cistern with fittings Materials1 time synthetic enamel paint 1 time sundries and carriage of materials

0.2 1.4

834 9999

each

A

Say Rs.

each

Say Rs.

each

Labour:each Painter each Beldar Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost of one no.

0.09 0.12

181 114

Say Rs. 19.96

19.96.1

Painting sand cast iron/centrifugally cast (spun)iron soil, waste vent pipes and fittings with paint of any colour such as chocolate gray, or buff etc, over a coat of primer (of approved quality)for new work. 50 mm diameter pipe Details of cost for 10 metres MaterialsPermeter =pai x 60mm = 188.57 Area 10x188.57 = 1.89sqm Priming coat sqm (Rate as per item no. 13.82.1 of S.H. finishing) Painting two coats with paint of any colour such as chocolate, grey or buff etc. (Rate as per item no. 13.81.1 of S.H. sqm finishing) 1time Add for delay Add for water charges@ 1% except on "A" Add for contractor's profit and overheads @ 10% except on "A" Cost of 10 metres Cost of 1 metres

(A) Ratei/cs water charges C.P. & overheads. 1.89

1.89 5.20

9999

Say Rs. 19.96.2

100 mm diameter pipe Details of cost for 10 metres MaterialsPermeter =pai x 110mm = 345.71 Area 10x0.3457 = 3.46 sqm Priming coat sqm (Rate as per item no. 13.81.1 of S.H. finishing) Painting two coats with paint of any colour such as chocolate, grey or buff etc. (Rate as per item no. 13.81.1 of S.H. sqm finishing) 1time Add for delay Add for water charges@ 1% except on "A" Add for contractor's profit and overheads @ 10% except on "A" Cost of 10 metres Cost of 1 metres

each

per metre (A) Ratei/cs water charges C.P. & overheads.

3.46

3.46 6.60

9999

Say Rs.

per metre

19.96.3

75 mm diameter pipe Details of cost for 10 metres MaterialsPermeter =pai x 82mm = 257.71 Area 10x0.2577 =2.577 sqm sqm Priming coat (Rate as per item no. 13.81.3 Painting two coats with paint of any colour such as chocolate, grey or buff etc. sqm (Rate as per item no. 13.82.1 1time Add for delay Add for water charges@ 1% except on "A" Add for contractor's profit and overheads @ 10% except on "A" Cost of 10 metres Cost of 1 metres

(A) Ratei/cs water charges C.P. & overheads.

2.6

2.6 5.85

9999

Say Rs. 19.97

19.97.1

Repainting sand cast iron/centrifugally cast iron (spun) iron soil, waste, vent pipes and fittings with paint of any colour such as chocolate gray, or buff etc, 50 mm diameter pipe Details of cost for 10 metres Painting onecoats with paint of any colour such as chocolate, grey or buff etc. (Rate as per item no. 13.82.3 of S.H. sqm finishing) 1time Add for delay Add for water charges@ 1% except on "A" Add for contractor's profit and overheads @ 10% except on "A" Cost of 10 metres Cost of 1 metres

(A) Ratei/cs water charges C.P. & overheads. 1.89 2.6

9999

Say Rs. 19.97.2

100 mm diameter pipe Details of cost for 10 metres MaterialsPainting one coats with paint of any colour such as chocolate, grey or buff etc. (Rate as per item no. 13.82.3 of S.H. sqm finishing) 1time Add for delay Add for water charges@ 1% except on "A" Add for contractor's profit and overheads @ 10% except on "A" Cost of 10 metres Cost of 1 metres 75 mm diameter pipe Details of cost for 10 metres Materials-

per metre (A) Ratei/cs water charges C.P. & overheads.

3.46 4.70

9999

Say Rs. 19.97.3

per metre

per metre (A) Ratei/cs water charges C.P. & overheads.

Paintingone coats with paint of any colour such as chocolate, grey or buff etc. sqm (Rate as per item no. 13.82.3 1time Add for delay Add for water charges@ 1% except on "A" Add for contractor's profit and overheads @ 10% except on "A" Cost of 10 metres Cost of 1 metres 19.98

Repainting bath tub of size 1700x730x430 mm with enamel paint. Details of cost for one tub Materialslitre Paint of approved quality 1time Sundries Laboureach Painter each Coolie Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost of one no.

19.99

P/F vitreous china dual purpose closet suitable for use as squatting pan of European type water closet (Anglo Indian W.C.pan) with seat lid with C.P. brass hinges and rubber buffers, 10 litre low level flushing cistern with fitting and brackets, 40mm flush bend 20mm overflow pipe with specials of standard make and mosquito proof coupling of approved municipal design complete, including panting of fittings and brackets, cutting and making good the walls and floors wherever required.

19.99.1

White vitreous china dual purpose WC pan with white solid plastic seat and lid with white vitreous china flushing cistern and C.P. flush bend. Details of cost for one tub MaterialsWhite plastic seat andlid with C.P. brass hinges and rubber buffers etc. White vitreous china dual purpose closet (anglo Indian WC pan) 10 litre white vitreous china low level flushing cistern with fittings and brackets and 40mm porcelain enamelled flush bend 20 mm G.I. Over flow pipe and specials for over flow pipe

2.577 3.65

(A) Ratei/cs water charges C.P. & overheads. 9999

0.90 2.60

830 9999

0.25 0.25

131 115

each each each

1.00

1875

1time

1.00

1965

Say Rs.

per metre

Say Rs.

each

Mosquito proof municipal design

coupling

of

approved

Plugs, screws,etc Red lead, white lead and gaskin etc. Cement, sand and grit Carriage of materials LabourFitter Mason, 1st class Beldar Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost of one no.

each

1.00

7006

1time

106.25

9999

1time 1time 1time 1time 1time

1.00 22.75 27.60 45.55 45.55

1350 9999 9999 9999 9999

each each each

1.00 1.00 1.00

116 123 114

Say Rs.

each

Rate Analysis As Per DAR Volume 6 , Page No Item No

Description

Unit

Rate

Qty

Code WATER SUPPLY

G.I PIPE AND FITTING Providing and fixing G.I. Pipes complete with G.I. Fittings and clamps, including cutting and making good the walls etc. (internal work) 20.2.1 Exposed on walls 20.2.1.1 15 mm dia nominal bore Details of cosst for 10 metre Materialsmetre 15mm dia G.I. Pipes Carriage of pipes, approximate weight of 10m = 12.30kg tonne Add 15% for fittings and wastage of (A+B) White lead hemp, oil etc. 1 time 1time Cement, sand and grit Laboureach Fitter Asstt. Fitter each each Beldar Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for 10 metre Cost for 1 metre

Cost (Rs)

Remarks

20.2

20.2.1.2 20 mm dia nominal bore Details of cosst for 10 metre Materialsmetre 20 mm dia G.I. Pipes Carriage of pipes, approximate weight of 10 m = 15.90 kg tonne Add 15% for fittings and wastage of (A+B) White lead hemp, oil etc. 1 time 1time Cement, sand and grit Laboureach Fitter each Asstt. Fitter each Beldar Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for 10 metre Cost for 1 metre 20.2.1.3 25 mm dia nominal bore Details of cosst for 10 metre

10.00

1545

0.01

2271

3.10 1.05

9999 9999

0.33 0.66 0.66

116 117 114

Say Rs.

per metre

10.00

1546

A

0.02

2271

B

3.10 1.05

9999 9999

0.33 0.82 0.66

116 117 114

300

Say Rs.

per metre

Materialsmetre 25 mm dia G.I. Pipes Carriage of pipes, approximate weight of 10 m = 24.60 kg tonne Add 15% for fittings and wastage of (A+B) White lead hemp, oil etc. 1 time 1time Cement, sand and grit Laboureach Fitter Asstt. Fitter each each Beldar Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for 10 metre Cost for 1 metre 20.2.1.4 32 mm dia nominal bore Details of cosst for 10 metre Materialsmetre 32 mm dia G.I. Pipes Carriage of pipes, approximate weight of 10 m = 31.70 kg tonne Add 15% for fittings and wastage of (A+B) White lead hemp, oil etc. 1 time 1time Cement, sand and grit Laboureach Fitter each Asstt. Fitter each Beldar Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for 10 metre Cost for 1 metre 20.2.1.5 40 mm dia nominal bore Details of cosst for 10 metre Materialsmetre 40 mm dia G.I. Pipes Carriage of pipes, approximate weight of 10 m = 36.50 kg tonne Add 15% for fittings and wastage of (A+B) White lead hemp, oil etc. 1 time 1time Cement, sand and grit Laboureach Fitter each Asstt. Fitter each Beldar Add for water charges@ 1%

10.00

1547

A

0.02

2271

B

3.65 1.60

9999 9999

0.33 0.98 0.66

116 117 114

Say Rs.

per metre

10.00

1548

A

0.03

2271

B

3.65 1.60

9999 9999

0.33 0.98 0.98

116 117 114

Say Rs.

per metre

10.00

1549

A

0.04

2271

B

5.20 2.05

9999 9999

0.33 1.31 1.31

116 117 114

Add for contractor's profit and overheads @ 10% Cost for 10 metre Cost for 1 metre 20.2.1.6 50 mm dia nominal bore Details of cosst for 10 metre Materialsmetre 50 mm dia G.I. Pipes Carriage of pipes, approximate weight of 10 m = 51.70 kg tonne Add 15% for fittings and wastage of (A+B) White lead hemp, oil etc. 1 time 1time Cement, sand and grit Laboureach Fitter each Asstt. Fitter each Beldar Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for 10 metre Cost for 1 metre 20.2.2 Concealed pipe including painting with anti corrosive bitumastic paint cutting chases and making good the wall 20.2.2.1 15 mm dia nominal bore Details of cosst for 10 metre Materialsmetre 15mm dia G.I. Pipes Carriage of pipes, approximate weight of 10m = 12.30kg tonne Add 15% for fittings and wastage of (A+B) White lead hemp, oil etc. 1 time Painting G.I. Pipe with anticorrsive bitumastic paint two or more coats(same as per item no. metre 20.78.1) chases upto 7.5x7.5 cm Making in walls and making good the same(Rate as per item no. 22.15) metre Laboureach Fitter each Asstt. Fitter each Beldar Add for water charges@ 1% on all except C+D Add for contractor's profit and overheads @ 10% on all except C+D Cost for 10 metre Cost for 1 metre

Say Rs.

per metre

10.00

1550

A

0.05

2271

B

5.20 2.05

9999 9999

0.33 1.64 1.64

116 117 114

Say Rs.

10.00

1545

0.01

2271

3.10

9999 C' rate I/cs W.C. , C.P. & overheads D' rate I/cs W.C. , C.P. & overheads

10.00 10.00

9999

0.33 0.66 0.66

116 117 114

per metre

Say Rs.

per metre

20.2.2.2 20 mm dia nominal bore Details of cosst for 10 metre Materialsmetre 20 mm dia G.I. Pipes Carriage of pipes, approximate weight of 10 m = 15.90 kg tonne Add 15% for fittings and wastage of (A+B) White lead hemp, oil etc. 1 time Painting G.I. Pipe with anticorrsive bitumastic paint two or more coats(same as per item no. metre 20.78.1) chases upto 7.5x7.5 cm Making in walls and making good the same(Rate as per item no. 22.15) metre Laboureach Fitter each Asstt. Fitter each Beldar Add for water charges@ 1% on all except C+D Add for contractor's profit and overheads @ 10% on all except C+D Cost for 10 metre Cost for 1 metre Providing and fixing G.I. Pipes complete with G.I. Fittings including trenching and refilling etc. (external work) 20.3.1 15 mm dia nominal bore Details of cosst for 10 metre Materialsmetre 15mm dia G.I. Pipes Carriage of pipes, approximate weight of 10m = 12.30kg tonne Add 2% for fittings and wastage of (A+B) White lead hemp, oil etc. 1 time Laboureach Fitter each Beldar Trenching and refiling etc. each Beldar each Coolie Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for 10 metre Cost for 1 metre

10.00

1546

A

0.02

2271

B

3.10

9999 C' rate I/cs W.C. , C.P. & overheads D' rate I/cs W.C. , C.P. & overheads

10.00 10.00

9999

0.33 0.82 0.66

116 117 114

Say Rs.

per metre

20.3

20.3.2 20 mm dia nominal bore Details of cosst for 10 metre

10.00

1545

A

0.01

2271

B

2.05

9999

0.08 0.16

116 114

0.66 0.66

114 115

Say Rs.

per metre

Materials20mm dia G.I. Pipes

metre

10.00

1546

A

Carriage of pipes, approximate weight of 10m = 15.90kg tonne Add 2% for fittings and wastage of (A+B) White lead hemp, oil etc. 1 time Laboureach Fitter each Beldar Trenching and refiling etc. each Beldar Coolie each Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for 10 metre Cost for 1 metre 20.3.3 25 mm dia nominal bore Details of cosst for 10 metre Materialsmetre 25mm dia G.I. Pipes Carriage of pipes, approximate weight of 10m = 24.60kg tonne Add 2% for fittings and wastage of (A+B) White lead hemp, oil etc. 1 time Laboureach Fitter each Beldar Trenching and refiling etc. each Beldar each Coolie Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for 10 metre Cost for 1 metre 20.3.4 32 mm dia nominal bore Details of cosst for 10 metre Materialsmetre 32mm dia G.I. Pipes Carriage of pipes, approximate weight of 10m = 31.70kg tonne Add 2% for fittings and wastage of (A+B) White lead hemp, oil etc. 1 time Laboureach Fitter each Beldar Trenching and refiling etc. each Beldar each Coolie Add for water charges@ 1%

0.02

2271

2.05

9999

0.08 0.16

116 114

0.66 0.66

114 115

B

Say Rs.

per metre

10.00

1547

A

0.02

2271

B

2.60

9999

0.12 0.25

116 114

0.66 0.66

114 115

Say Rs.

per metre

10.00

1548

A

0.03

2271

B

2.60

9999

0.12 0.25

116 114

0.66 0.66

114 115

Add for contractor's profit and overheads @ 10% Cost for 10 metre Cost for 1 metre

Say Rs.

per metre

20.3.5 40 mm dia nominal bore Details of cosst for 10 metre Materialsmetre 40mm dia G.I. Pipes Carriage of pipes, approximate weight of 10m = 36.50kg tonne Add 2% for fittings and wastage of (A+B) White lead hemp, oil etc. 1 time LabourFitter each each Beldar Trenching and refiling etc. each Beldar each Coolie

10.00

1549

182.08

1820.80

A

0.04

2271

122

4.45

B

3.65

9999

36.51

133.26

0.16 0.33

116 114

250 150

40.00 49.50

0.66 0.66

114 115

150 150

99.00 99.00 2246.01 22.46

Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for 10 metre Cost for 1 metre

224.60

Say Rs.

2493.08 249.31 249

per metre

20.3.6 50 mm dia nominal bore Details of cosst for 10 metre Materials50mm dia G.I. Pipes

metre

Carriage of pipes, approximate weight of 10m = 51.70kg tonne Add 2% for fittings and wastage of (A+B) White lead hemp, oil etc. 1 time Labour-

10.00

1550

221.67

2216.67

A

0.05

2271

122

6.31

B

3.65

9999

44.46

162.28

Fitter

each

0.16

116

250

40

Beldar

each

0.33

114

150

49.5

Beldar

each

0.66

114

150

99

Coolie

each

0.66

115

150

99

Trenching and refiling etc.

2672.76 26.73

Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for 10 metre

267.28 2966.76

Cost for 1 metre Say Rs.

296.68 297

per metre

20.3.8 80 mm dia nominal bore Details of cosst for 10 metre Materialsmetre 80mm dia G.I. Pipes Carriage of pipes, approximate weight of 10m =86.40kg tonne Add 2% for fittings and wastage of (A+B) White lead hemp, oil etc. 1 time LabourFitter each each Beldar Trenching and refiling etc. each Beldar each Coolie

10.00

1552

364.17

3641.67

A

0.09

2271

122

10.54

B

5.20

9999

73.04

379.83

0.25 0.66

116 114

250 150

0.66 0.66

114 115

150 150

Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for 10 metre Cost for 1 metre

62.50 99.00 99 99 4391.54 43.92 439.15

Say Rs.

4874.61 487.46 487

per metre

20.3.9 100 mm dia nominal bore Details of cosst for 10 metre Materialsmetre 100mm dia G.I. Pipes Carriage of pipes, approximate weight of 10m = 127.00kg tonne Add 2% for fittings and wastage of (A+B) White lead hemp, oil etc. 1 time LabourFitter each each Beldar Trenching and refiling etc. each Beldar each Coolie Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for 10 metre Cost for 1 metre 20.3.10 150 mm dia nominal bore Details of cosst for 10 metre Materialsmetre 150mm dia G.I. Pipes Carriage of pipes, approximate weight of 10m = 202.00kg tonne Add 2% for fittings and wastage of (A+B) White lead hemp, oil etc. 1 time Laboureach Fitter Beldar each Trenching and refiling etc. each Beldar each Coolie Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for 10 metre Cost for 1 metre

Making connection of G.I. Distribution branch with G.I. Main of following sizes by providing and fixing tee, including cutting and threading the pipe etc.complete. 20.4.1 25 to 40 mm nominal bore Details of cost for one connection . Take 25 mm dia as an average size. Materialseach G.I. Tee 25 mm dia

10.00

7383

A

0.13

2271

B

7.80

9999

0.37 0.97

116 114

0.80 0.80

114 115

Say Rs.

per metre

10.00

7384

A

0.2

2271

B

11.70

9999

0.58 1.54

116 114

1.20 1.20

114 115

Say Rs.

20.4

1.00

1608

per metre

each G.I. Jam nut 25 mm Carriage of materials and sundries 1time Laboureach Fitter each Beldar Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for 1 connection

20.4.2 50 to 80 mm nominal bore Details of cost for one connection . Take 65 mm dia as an average size. Materialseach G.I. Tee each G.I. Jam nut Carriage of materials and sundries 1time Laboureach Fitter each Beldar Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for 1 connection

1.00

1555

2.05

9999

0.33 0.33

116 114

1.00 1.00

1612 1559

2.05

9999

0.45 0.45

116 114

Say Rs.

per connection

Say Rs.

per connection

Say Rs.

per connection

20.4.3 100 to 150 mm nominal bore Details of cost for one connection . Take 125 mm dia as an average size. Materialseach G.I. Tee 150mm each G.I. Jam nut 150mm Carriage of materials and sundries 1time Laboureach Fitter each Beldar Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for 1 connection 20.6

Fixing water meter and stop cock in G.I. Pipe line including cutting and threading the pipe and making long screws etc. complete (cost of water meter and stop cock to be paid separately). Details of cost for one meter with stop cock

1.00 1.00

7384 7397

2.05

9999

0.45 0.45

116 114

Materialseach G.I. Jam nut 25mm Carriage of materials and sundries 1time Laboureach Fitter each Beldar Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one meter with stop cock

1.00

1555

2.05

9999

0.33 0.33

116 114

Say Rs.

per stop cock

Say Rs.

each

Say Rs.

each

Say Rs.

each

BRASS FITTINGS Providing and fixing brass bib cock of approved quality. 20.7.1 15 mm nominal bore Details of cost for one no. Materialseach 1.00 1339 15 mm dia brass bib cock Carriage of materials and fixing charges 1 time 3.10 9999 Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no. 20.7

20.7.2 20 mm nominal bore Details of cost for one no. Materialseach 20 mm dia brass bib cock Carriage of materials and fixing charges 1 time Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no.

20.7.3 25 mm nominal bore Details of cost for one no. Materialseach 25 mm dia brass bib cock Carriage of materials and fixing charges 1 time Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no.

20.8

Providing and fixing brass stop cock of approved quality.

1.00

1340

3.65

9999

1.00

1341

4.15

9999

20.8.1 15 mm nominal bore Details of cost for one no. Materialseach 15 mm dia brass stop cock Carriage of materials and fixing charges 1 time Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no.

20.8.2 20 mm nominal bore Details of cost for one no. Materialseach 20 mm dia brass stop cock Carriage of materials and fixing charges 1 time Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no. 20.8.3 25mm nominal bore Details of cost for one no. Materialseach 25 mm dia brass stop cock Carriage of materials and fixing charges 1 time Add for water charges@ 1%

1.00

1342

3.10

9999

1.00

1343

3.65

9999

1.00

1344

4.15

9999

Say Rs.

each

Say Rs.

each

Add for contractor's profit and overheads @ 10% Cost for one no.

20.8.4 32mm nominal bore Details of cost for one no. Materialseach 32 mm dia brass stop cock Carriage of materials and fixing charges 1 time Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no.

20.8.5 40mm nominal bore Details of cost for one no. Materialseach 40 mm dia brass stop cock Carriage of materials and fixing charges 1 time Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no.

20.8.6 50mm nominal bore Details of cost for one no. Materialseach 50 mm dia brass stop cock Carriage of materials and fixing charges 1 time Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no.

1.00

1345

4.70

9999

1.00

1346

5.20

9999

1.00

1347

5.70

9999

Say Rs.

each

Say Rs.

each

Say Rs.

each

Say Rs.

each

20.9

Providing and fixing brass gate valve with C.I. Wheel of approved quality(screwed end) 20.9.1 15 mm nominal bore Details of cost for one no. Materials15 mm dia brass gate valve with wheel each Carriage of materials and fixing charges 1 time Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no.

20.9.2 20 mm nominal bore Details of cost for one no. Materials20 mm dia brass gate valve with wheel each Carriage of materials and fixing charges 1 time Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no.

20.9.3 25 mm nominal bore Details of cost for one no. Materials25 mm dia brass gate valve with wheel each Carriage of materials and fixing charges 1 time Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no.

20.9.4 32 mm nominal bore Details of cost for one no. Materials32 mm dia brass gate valve with wheel each Carriage of materials and fixing charges 1 time Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no.

1.00

1925

3.10

9999

1.00

1926

3.65

9999

1.00

1927

4.15

9999

1.00

1928

4.70

9999

Say Rs.

each

Say Rs.

each

Say Rs.

each

Say Rs.

each

20.9.5 40 mm nominal bore Details of cost for one no. Materials40mm dia brass gate valve with wheel each Carriage of materials and fixing charges 1 time Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no.

1.00

1929

5.20

9999

850.00

100.00 9.50 95.95 Say Rs.

20.9.6 50 mm nominal bore Details of cost for one no. Materials50mm dia brass gate valve with wheel each Carriage of materials and fixing charges 1 time Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no.

1,055.45 1,056.00

1.00

1930 1,300.00

1,300.00

5.70

9999

125.00 14.25

1.00

1931

6.20

9999

1,583.18 1,584.00

each

-

-

Say Rs. 20.9.8 80 mm nominal bore Details of cost for one no. Materials80 mm dia brass gate valve with wheel each Carriage of materials and fixing charges 1 time Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no.

each

143.93 Say Rs.

20.9.7 65 mm nominal bore Details of cost for one no. Materials65mm dia brass gate valve with wheel each Carriage of materials and fixing charges 1 time Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no.

850.00

1.00

1932 2,700.00

2,700.00

7.25

9999

150.00 28.50

each

287.85 Say Rs.

3,166.35 3,167.00

each

20.10 Providing and fixing ball valve (brass) of approved quality complete 20.10.3 High or low pressure with plastic floats 20.10.3.115 mm nominal bore Details of cost for one no. Materialseach 15 mm ball valve Carriage of materials and fixing charges 1 time Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no.

20.10.3.220 mm nominal bore Details of cost for one no. Materialseach 20 mm ball valve Carriage of materials and fixing charges 1 time Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no.

20.10.3.325 mm nominal bore Details of cost for one no. Materialseach 25 mm ball valve Carriage of materials and fixing charges 1 time Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no. 20.11 Providing and fixing gun metal non-return valve of approved quality (screwed end) 20.11.1 25 mm nominal bore 20.11.1.1Horizontal Details of cost for one no. Materialseach 25 mm non-return valve 1 time Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no.

1.00

1922

8.30

9999

1.00

1923

10.35

9999

1.00

1924

12.40

9999

1.00 5.20

Say Rs.

each

Say Rs.

each

Say Rs.

each

Say Rs.

each

1933 9999

20.11.1.2Vertical Details of cost for one no. Materials25 mm gun metal non-return each valvefor water charges@ 1% 1 time Add Add for contractor's profit and overheads @ 10% Cost for one no. 20.11.2 32 mm nominal bore 20.11.2.1Horizontal Details of cost for one no. Materialseach 32 mm non-return valve 1 time Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no. 20.11.2.2Vertical Details of cost for one no. Materials32 mm gun metal non-return each valvefor water charges@ 1% 1 time Add Add for contractor's profit and overheads @ 10% Cost for one no.

20.11.3 40 mm nominal bore 20.11.3.1Horizontal Details of cost for one no. Materialseach 40 mm non-return valve 1 time Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no. 20.11.3.2Vertical Details of cost for one no. Materials40 mm gun metal non-return each valvefor water charges@ 1% Add 1 time Add for contractor's profit and overheads @ 10% Cost for one no.

20.11.4 50 mm nominal bore 20.11.4.1Horizontal Details of cost for one no. Materials50 mm non-return valve

each

1.00 5.20

1.00 5.70

1.00 5.70

1.00 6.20

1.00 6.20

1.00

3080 9999

Say Rs.

each

Say Rs.

each

Say Rs.

each

Say Rs.

each

Say Rs.

each

1934 9999

3084 9999

1935 9999

3088 9999

1936

1 time Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no. 20.11.4.2Vertical Details of cost for one no. Materials50 mm gun metal non-return each valvefor water charges@ 1% 1 time Add Add for contractor's profit and overheads @ 10% Cost for one no.

20.11.5 65 mm nominal bore 20.11.5.1Horizontal Details of cost for one no. Materialseach 65 mm non-return valve 1 time Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no. 20.11.5.2Vertical Details of cost for one no. Materials65 mm gun metal non-return each valvefor water charges@ 1% 1 time Add Add for contractor's profit and overheads @ 10% Cost for one no.

20.11.6 80 mm nominal bore Horizontal Details of cost for one no. Materialseach 80 mm non-return valve 1 time Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no. 20.11.6.2Vertical Details of cost for one no. Materials80 mm gun metal non-return each valvefor water charges@ 1% 1 time Add Add for contractor's profit and overheads @ 10% Cost for one no.

6.75

1.00 6.75

1.00 7.25

1.00 7.25

1.00 7.80

1.00 7.80

9999

Say Rs.

each

Say Rs.

each

Say Rs.

each

Say Rs.

each

Say Rs.

each

Say Rs.

each

3092 9999

1937 9999

3096 9999

1938 9999

3300 9999

20.11.7 100 mm nominal bore 20.11.7.1Horizontal Details of cost for one no. Materialseach 100 mm non-return valve 1 time Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no. 20.11.7.2Vertical Details of cost for one no. Materials100 mm gun metal non-return valve each 1 time Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no. 20.12 Providing and fixing brass ferrule with C.I. Mouth cover including boring and tapping the main 20.12.1 15 mm nominal bore Details of cost for one no. Materialseach 15 mm diameter brass-ferrule Carriage of materials and fixing charges 1 time Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no.

20.12.2 20 mm nominal bore Details of cost for one no. Materialseach 20 mm diameter brass-ferrule Carriage of materials and fixing charges 1 time Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no.

20.12.3 25 mm nominal bore Details of cost for one no. Materialseach 25 mm diameter brass-ferrule Carriage of materials and fixing charges 1 time

1.00 9.00

1.00 9.00

7433 9999

Say Rs.

each

Say Rs.

each

Say Rs.

each

Say Rs.

each

7434 9999

1.00

1360

15.50

9999

1.00

1361

18.15

9999

1.00

1362

20.70

9999

Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no. 20.13 Providing and fixing uplasticised PVC connection pipe with brass 20.13.1 unions 30cm length 20.13.1.115 mm nominal bore Details of cost for one no. Materials15 mm PVC connection pipe with brass unions each Carriage of materials and fixing charges 1 time Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no.

20.13.1.220 mm nominal bore Details of cost for one no. Materials20 mm PVC connection pipe with brass unions each Carriage of materials and fixing charges 1 time Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no.

20.13.2 45 cm length 20.13.2.115 mm nominal bore Details of cost for one no. Materials15 mm PVC connection pipe with brass unions each Carriage of materials and fixing charges 1 time Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no.

20.13.2.220 mm nominal bore Details of cost for one no. Materials20 mm PVC connection pipe with brass unions each

1.00

1687

4.70

9999

1.00

1688

4.70

9999

1.00

1689

5.20

9999

1.00

1690

Say Rs.

each

Say Rs.

each

Say Rs.

each

Say Rs.

each

Carriage of materials and fixing charges 1 time Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no. 20.14 Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet 20.14.1 100 mm diameter Details of cost for one no. Materials100 mm dia C.P. brass shower rose each Carriage of materials and fixing charges 1 time Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no.

20.14.2 150 mm diameter Details of cost for one no. Materials150mm dia C.P. brass shower rose each Carriage of materials and fixing charges 1 time Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no.

5.20

9999

1.00

1878

5.20

9999

1.00

1879

3.10

9999

Say Rs.

each

Say Rs.

each

Say Rs.

each

C.I.PIPES AND SPECIALS 20.19 Laying in position centrifugally cast (spun)iron S&S or flanged pipes Details of cost for one quintal. Materials10 m of 200 mm dia C.I. Pipes class'A' Wt = (2x257)=514 kg =5.14 quintal Labour for laying pipeeach Fitter each Asstt.Fitter each Beldar 1 time sundries Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for 5.14 quintal Cost per quintal

0.17 0.17 1.33 6.20

116 117 114 9999

250 200 150 1

Say Rs. 20.20 Laying in position S&S or flanged C.I. Special such as tees, bends, tapers and caps etc. Details of cost for 1 quintal. 10 Nos. Tee 200x150mm weight = 70x10=700 kg. Labour for laying teeeach Fitter each Asstt.Fitter each Beldar 1 time sundries Add for water charges @ 1% Add for contractor's profit and overheads @ 10% Cost for 7 quintal Cost per 1 quintal

0.93 0.62 2.48 15.45

116 117 114 9999

250 200 150 1

Say Rs.

42.5 34 199.5 6.2 2.82 28.50 313.52 44.79 45.00

per quintal

232.50 124.00 372.00 15.45 7.44 75.14 826.53 118.08 119.00

per quintal

20.21

P/L S&S centrifugally cast iron pipes (class LA) Details of cost for 1 quintal. Materialsquintal cost of pipes quintal Carriage of pipes Labour: For laying as per item no.20.19

1.00 0.10

1461 2309 (B) rate includes water charges C.P. & overheads

Add for water charges@ 1% Add for contractor's profit and overheads @ 10% on all except (B) Cost per 1 quintal Say Rs. 20.24 P/L S&S C.I. Standard specials such as tees, bends, collars, tapers, caps etc. (Heavy class) 20.24.1 Upto 300 mm dia Details of cost for 1 quintal. Materialsquintal cost of specials tonne Carriage of materials Labour: For laying as per item no.20.20

1.00 0.10

per quintal

1464 2309 (B) rate includes water charges C.P. & overheads

Add for water charges@ 1% on all except (B) Add for contractor's profit and overheads @ 10% on all except (B) Cost per 1 quintal Say Rs. 20.24.2 Over 300 mm dia Details of cost for 1 quintal. Materialscost of specials Carriage of materials Labour: For laying as per item no.20.20

quintal tonne

1.00 0.10

per quintal

1468 2309 (B) rate includes water charges C.P. & overheads

Add for water charges@ 1% on all except (B) Add for contractor's profit and overheads @ 10% on all except (B) Cost per 1 quintal Say Rs.

per quintal

20.25 P/L S&S flanged C.I. Standard specials such as tees, bends, collars, tapers, caps etc. (Heavy class) Upto 300 mm dia Details of cost for 1 quintal. Materialsquintal cost of specials tonne Carriage of materials Labour: For laying as per item no.20.20

1.00 0.10

1468 2309 (B) rate includes water charges C.P. & overheads

Add for water charges@ 1% on all except (B) Add for contractor's profit and overheads @ 10% on all except (B) Cost per 1 quintal Say Rs. 20.25.2 Over 300 mm dia Details of cost for 1 quintal. Materialscost of specials Carriage of materials Labour: For laying as per item no.20.20

quintal tonne

1.00 0.10

per quintal

1470 2309 (B) rate includes water charges C.P. & overheads

Add for water charges@ 1% on all except (B) Add for contractor's profit and overheads @ 10% on all except (B) Cost per 1 quintal Say Rs. 20.26A P/L S&S C.I. Non standard specials (Heavy class) 20.26A.1Upto 300 mm dia Details of cost for 1 quintal. Materialsquintal cost of specials tonne Carriage of materials Labour: For laying as per item no.20.20

Add for water charges@ 1% on all except (B)

1.00 0.10

per quintal

1465 2309 (B) rate includes water charges C.P. & overheads

Add for contractor's profit and overheads @ 10% on all except (B) Cost per 1 quintal Say Rs. 20.26A.2Over 300 mm dia Details of cost for 1 quintal. Materialscost of specials Carriage of materials Labour: For laying as per item no.20.20

quintal tonne

1.00 0.10

per quintal

1467 2309 (B) rate includes water charges C.P. & overheads

Add for water charges@ 1% on all except (B) Add for contractor's profit and overheads @ 10% on all except (B) Cost per 1 quintal Say Rs. 20.26B P/L flanged C.I. Non standard specials (Heavy class) 20.26B.1Upto 300 mm dia Details of cost for 1 quintal. Materialsquintal cost of specials tonne Carriage of materials Labour: For laying as per item no.20.20

1.00 0.10

per quintal

1469 2309 (B) rate includes water charges C.P. & overheads

Add for water charges@ 1% on all except (B) Add for contractor's profit and overheads @ 10% on all except (B) Cost per 1 quintal Say Rs. 20.26B.2Over 300 mm dia Details of cost for 1 quintal. Materialscost of specials Carriage of materials Labour: For laying as per item no.20.20

Add for water charges@ 1% on all except (B)

quintal tonne

1.00 0.10

per quintal

1471 2309 (B) rate includes water charges C.P. & overheads

Add for contractor's profit and overheads @ 10% on all except (B) Cost per 1 quintal Say Rs. 20.27 Providing and laying S&S centrifugally cast (spun) iron pipes 20.27.1 80 mm dia pipe Details of cost for 10 metre Materials80 mm dia spun iron pipes(in 3.66 m lengths weight of 10m pipes = (59x10)/3.66 = 161 kg = 1.61 quintal quintal tonne Carriage of pipes Labour: For laying rate same as per item no.20.19 quintal Add for water charges@ 1% on all except (B) Add for contractor's profit and overheads @ 10% on all except (B) Cost for 10 metre Cost per metre

1.61 0.16

1461 2318 (B) rate includes water charges C.P. & overheads

1.61

Say Rs. 20.27.2 100 mm dia pipe Details of cost for 10 metre Materials100 mm dia spun iron pipes(in 3.66 m lengths weight of 10m pipes = (75x10)/3.66 = 205 kg = 2.05 quintal quintal 100m Carriage of pipes Labour: For laying rate same as per item no.20.19 quintal

2.05 0.10

per quintal

per quintal

1461 2319 (B) rate includes water charges C.P. & overheads

2.05

Add for water charges@ 1% on all except (B) Add for contractor's profit and overheads @ 10% on all except (B) Cost for 10 metre Cost per metre Say Rs. 20.27.3 125 mm dia pipe Details of cost for 10 metre Materials-

per quintal

125 mm dia spun iron pipes(in 3.66 m lengths weight of 10m pipes = (98x10)/3.66 = 268 kg = 2.68 quintal quintal 100m Carriage of pipes Labour: For laying rate same as per item no.20.19

2.68 0.10

quintal

2.68

1461 2320 (B) rate includes water charges C.P. & overheads

Add for water charges@ 1% on all except (B) Add for contractor's profit and overheads @ 10% on all except (B) Cost for 10 metre Cost per metre Say Rs. 20.27.4 150 mm dia pipe Details of cost for 10 metre Materials150 mm dia spun iron pipes(in 3.66 m lengths weight of 10m pipes = (122x10)/3.66 = 333kg = 3.33 quintal quintal 100m Carriage of pipes Labour: For laying rate same as per item no.20.19 quintal

3.33 0.10

per quintal

1461 2321 (B) rate includes water charges C.P. & overheads

3.33

Add for water charges@ 1% on all except (B) Add for contractor's profit and overheads @ 10% on all except (B) Cost for 10 metre Cost per metre Say Rs. 20.27.5 200 mm dia pipe Details of cost for 10 metre Materials200 mm dia spun iron pipes(in 3.66 m lengths weight of 10m pipes = (178 x10)/3.66 = 486 kg = 4.86 quintal quintal 100m Carriage of pipes Labour: For laying rate same as per item no.20.19 quintal Add for water charges@ 1% on all except (B)

4.86 0.10

4.86

per quintal

1461 2322 (B) rate includes water charges C.P. & overheads

Add for contractor's profit and overheads @ 10% on all except (B) Cost for 10 metre Cost per metre Say Rs. 20.27.6 250 mm dia pipe Details of cost for 10 metre Materials250 mm dia spun iron pipes(in 3.66 m lengths weight of 10m pipes = (240 x10)/3.66 = 656 kg = 6.56 quintal quintal 100m Carriage of pipes Labour: For laying rate same as per item no.20.19 quintal

6.56 0.10

per quintal

1461 2323 (B) rate includes water charges C.P. & overheads

6.56

Add for water charges@ 1% on all except (B) Add for contractor's profit and overheads @ 10% on all except (B) Cost for 10 metre Cost per metre Say Rs. 20.27.7 300 mm dia pipe Details of cost for 10 metre Materials300mm dia spun iron pipes(in 3.66 m lengths weight of 10m pipes = (310 x10)/3.66 = 847 kg =8.47 quintal quintal 100m Carriage of pipes Labour: For laying rate same as per item no.20.19 quintal

8.47 0.10

per quintal

1461 2324 (B) rate includes water charges C.P. & overheads

8.47

Add for water charges@ 1% on all except (B) Add for contractor's profit and overheads @ 10% on all except (B) Cost for 10 metre Cost per metre Say Rs. 20.27.8 350 mm dia pipe Details of cost for 10 metre Materials350mm dia spun iron pipes(in 3.66 m lengths weight of 10m pipes = (390 x10)/3.66 = 1066 kg =10.66 quintal quintal

10.66

1461

per quintal

100m Carriage of pipes Labour: For laying rate same as per item no.20.19 quintal

0.10

2325 (B) rate includes water charges C.P. & overheads

10.66

Add for water charges@ 1% on all except (B) Add for contractor's profit and overheads @ 10% on all except (B) Cost for 10 metre Cost per metre Say Rs. 20.27.9 400 mm dia pipe Details of cost for 10 metre Materials400mm dia spun iron pipes(in 3.66 m lengths weight of 10m pipes = (474 x10)/3.66 = 1295 kg =12.95 quintal quintal 100m Carriage of pipes Labour: For laying rate same as per item no.20.19 quintal

12.95 0.10

per quintal

1461 2326 (B) rate includes water charges C.P. & overheads

12.95

Add for water charges@ 1% on all except (B) Add for contractor's profit and overheads @ 10% on all except (B) Cost for 10 metre Cost per metre Say Rs. 20.27.10 450 mm dia pipe Details of cost for 10 metre Materials450mm dia spun iron pipes(in 3.66 m lengths weight of 10m pipes = (572 x10)/3.66 = 1563 kg =15.63 quintal quintal 100m Carriage of pipes Labour: For laying rate same as per item no.20.19 quintal Add for water charges@ 1% on all except (B) Add for contractor's profit and overheads @ 10% on all except (B) Cost for 10 metre Cost per metre

15.63 0.10

15.63

per quintal

1461 2327 (B) rate includes water charges C.P. & overheads

Say Rs. 20.27.11 500 mm dia pipe Details of cost for 10 metre Materials500mm dia spun iron pipes(in 3.66 m lengths weight of 10m pipes = (671 x10)/3.66 = 1833 kg =18.33 quintal quintal 100m Carriage of pipes Labour: For laying rate same as per item no.20.19 quintal

18.33 0.10

per quintal

1461 2328 (B) rate includes water charges C.P. & overheads

18.33

Add for water charges@ 1% on all except (B) Add for contractor's profit and overheads @ 10% on all except (B) Cost for 10 metre Cost per metre Say Rs. 20.27.12 600 mm dia pipe Details of cost for 10 metre Materials600mm dia spun iron pipes(in 3.66 m lengths weight of 10m pipes = (894 x10)/3.66 = 2443 kg =24.43 quintal quintal 100m Carriage of pipes Labour: For laying rate same as per item no.20.19 quintal

24.43 0.10

per quintal

1461 2329 (B) rate includes water charges C.P. & overheads

24.43

Add for water charges@ 1% on all except (B) Add for contractor's profit and overheads @ 10% on all except (B) Cost for 10 metre Cost per metre Say Rs. 20.30 P/L S&S C.I. standard bends (Heavy class) Details of cost for one no. 20.30.1 80 mm diameter C.I. Bend 90° (Rate as per item no. 20.24.1) quintal Cost per metre

0.18 Say Rs.

Note Details of analysis of rates for items 20.30.2 to 20.44.12 are for one no.

per quintal

each

20.30.2 80 mm diameter C.I. Bend 45° Rate same as per item no. 20.24.1 quintal 20.30.3 80 mm diameter C.I. Bend 22 1/2° Rate same as per item no. 20.24.1 quintal 20.30.4 80mm diameter C.I. Bend 11 1/4° Rate same as per item no. 20.24.1 quintal 20.30.5 100 mm diameter C.I. Bend 90° Rate same as per item no. 20.24.1 quintal 20.30.6 100 mm diameter C.I. Bend 45° Rate same as per item no. 20.24.1 quintal 20.30.7 100 mm diameter C.I. Bend 22 1/2° Rate same as per item no. 20.24.1 quintal 20.30.8 100 mm diameter C.I. Bend 11 1/4° Rate same as per item no. 20.24.1 quintal 20.30.9 125 mm diameter C.I. Bend 90° Rate same as per item no. 20.24.1 quintal 20.30.10 125 mm diameter C.I. Bend 45° Rate same as per item no. 20.24.1 quintal 20.30.11 125 mm diameter C.I. Bend 22 1/2° Rate same as per item no. 20.24.1 quintal 20.30.12 125 mm diameter C.I. Bend 11 1/4° Rate same as per item no. 20.24.1 quintal 20.30.13 150 mm diameter C.I. Bend 90° Rate same as per item no. 20.24.1 quintal 20.30.14 150 mm diameter C.I. Bend 45° Rate same as per item no. 20.24.1 quintal 20.30.15 150 mm diameter C.I. Bend 22 1/2° Rate same as per item no. 20.24.1 quintal 20.30.16 150 mm diameter C.I. Bend 11 1/4° Rate same as per item no. 20.24.1 quintal 20.30.17 200 mm diameter C.I. Bend 90° Rate same as per item no. 20.24.1 quintal

0.18

0.16 0.15 0.24 0.24

0.21

0.19 0.33 0.32

0.27

0.25 0.43 0.41

0.35

0.32 0.67

20.30.18 200 mm diameter C.I. Bend 45° Rate same as per item no. 20.24.1 quintal 20.30.19 200 mm diameter C.I. Bend 22 1/2° Rate same as per item no. 20.24.1 quintal 20.30.20 200 mm diameter C.I. Bend 11 1/4° Rate same as per item no. 20.24.1 quintal 20.30.21 250 mm diameter C.I. Bend 90° Rate same as per item no. 20.24.1 quintal 20.30.22 250 mm diameter C.I. Bend 45° Rate same as per item no. 20.24.1 quintal 20.30.23 250mm diameter C.I. Bend 22 1/2° Rate same as per item no. 20.24.1 quintal 20.30.24 250 mm diameter C.I. Bend 11 1/4° Rate same as per item no. 20.24.1 quintal 20.30.25 300 mm diameter C.I. Bend 90° Rate same as per item no. 20.24.1 quintal 20.30.26 300 mm diameter C.I. Bend 45° Rate same as per item no. 20.24.1 quintal 20.30.27 300mm diameter C.I. Bend 22 1/2° Rate same as per item no. 20.24.1 quintal 20.30.28 300 mm diameter C.I. Bend 11 1/4° Rate same as per item no. 20.24.1 quintal 20.30.29 350 mm diameter C.I. Bend 90° Rate same as per item no. 20.24.1 quintal 20.30.30 350 mm diameter C.I. Bend 45° Rate same as per item no. 20.24.2 quintal 20.30.31 350mm diameter C.I. Bend 22 1/2° Rate same as per item no. 20.24.2 quintal 20.30.32 350 mm diameter C.I. Bend 11 1/4° Rate same as per item no. 20.24.2 quintal 20.30.33 400 mm diameter C.I. Bend 90° Rate same as per item no. 20.24.2 quintal

0.62

0.53

0.48 0.98 0.89

0.75

0.67 1.35 1.21

1.00

0.98 1.81 1.59

1.30

1.15 2.34

20.30.34 400 mm diameter C.I. Bend 45° Rate same as per item no. 20.24.2 quintal 20.30.35 400mm diameter C.I. Bend 22 1/2° Rate same as per item no. 20.24.2 quintal 20.30.36 400 mm diameter C.I. Bend 11 1/4° Rate same as per item no. 20.24.2 quintal 20.30.37 450 mm diameter C.I. Bend 90° Rate same as per item no. 20.24.2 quintal 20.30.38 450 mm diameter C.I. Bend 45° Rate same as per item no. 20.24.2 quintal 20.30.39 450mm diameter C.I. Bend 22 1/2° Rate same as per item no. 20.24.2 quintal 20.30.40 450 mm diameter C.I. Bend 11 1/4° Rate same as per item no. 20.24.2 quintal 20.30.41 500 mm diameter C.I. Bend 90° Rate same as per item no. 20.24.2 quintal 20.30.42 500 mm diameter C.I. Bend 45° Rate same as per item no. 20.24.2 quintal 20.30.43 500mm diameter C.I. Bend 22 1/2° Rate same as per item no. 20.24.2 quintal 20.30.44 500 mm diameter C.I. Bend 11 1/4° Rate same as per item no. 20.24.2 quintal 20.30.45 600 mm diameter C.I. Bend 90° Rate same as per item no. 20.24.2 quintal 20.30.46 600 mm diameter C.I. Bend 45° Rate same as per item no. 20.24.2 quintal 20.30.47 600mm diameter C.I. Bend 22 1/2° Rate same as per item no. 20.24.2 quintal 20.30.48 600 mm diameter C.I. Bend 11 1/4° Rate same as per item no. 20.24.2 quintal 20.31 Providing and laying S&S C.I. Standard tees (Heavy class)

2.02

1.64

1.44 2.90 2.48

1.97

1.72 3.70 3.10

2.46

2.15 5.46 4.48

3.51

3.02

20.31.1 80x80 mm C.I. Tee (Rate same as per 20.24.1) 20.31.2 100x80 mm C.I. Tee (Rate same as per 20.24.1) 20.31.3 100x100 mm C.I. Tee (Rate same as per 20.24.1) 20.31.4 125x80 mm C.I. Tee (Rate same as per 20.24.1) 20.31.5 125x100 mm C.I. Tee (Rate same as per 20.24.1) 20.31.6 125x125 mm C.I. Tee (Rate same as per 20.24.1) 20.31.7 150x80 mm C.I. Tee (Rate same as per 20.24.1) 20.31.8 150x100 mm C.I. Tee (Rate same as per 20.24.1) 20.31.9 150x125 mm C.I. Tee (Rate same as per 20.24.1) 20.31.10 150x150 mm C.I. Tee (Rate same as per 20.24.1) 20.31.11 200x80 mm C.I. Tee (Rate same as per 20.24.1) 20.31.12 200x100 mm C.I. Tee (Rate same as per 20.24.1) 20.31.13 200x125 mm C.I. Tee (Rate same as per 20.24.1) 20.31.14 200x150 mm C.I. Tee (Rate same as per 20.24.1) 20.31.15 200x200 mm C.I. Tee (Rate same as per 20.24.1) 20.31.16 250x80 mm C.I. Tee (Rate same as per 20.24.1) 20.31.17 250x100 mm C.I. Tee (Rate same as per 20.24.1) 20.31.18 250x125 mm C.I. Tee (Rate same as per 20.24.1) 20.31.19 250x150 mm C.I. Tee (Rate same as per 20.24.1)

item no. quintal

0.23

quintal

0.28

quintal

0.30

quintal

0.36

quintal

0.38

quintal

0.41

quintal

0.45

quintal

0.74

quintal

0.50

quintal

0.53

quintal

0.67

quintal

0.69

quintal

0.71

quintal

0.74

quintal

0.81

quintal

0.94

quintal

0.96

quintal

0.99

quintal

1.02

item no. item no. item no. item no. item no. item no. item no. item no. item no. item no. item no. item no. item no. item no. item no. item no. item no. item no.

20.31.20 250x200 mm C.I. Tee (Rate same as per 20.24.1) 20.31.21 250x250 mm C.I. Tee (Rate same as per 20.24.1) 20.31.22 300x80 mm C.I. Tee (Rate same as per 20.24.1) 20.31.23 300x100 mm C.I. Tee (Rate same as per 20.24.1) 20.31.24 300x125 mm C.I. Tee (Rate same as per 20.24.1) 20.31.25 300x150 mm C.I. Tee (Rate same as per 20.24.1) 20.31.26 300x200 mm C.I. Tee (Rate same as per 20.24.1) 20.31.27 300x250 mm C.I. Tee (Rate same as per 20.24.1) 20.31.28 300x300 mm C.I. Tee (Rate same as per 20.24.1) 20.31.29 350x200 mm C.I. Tee (Rate same as per 20.24.2) 20.31.30 350x250 mm C.I. Tee (Rate same as per 20.24.2) 20.31.31 350x300 mm C.I. Tee (Rate same as per 20.24.2) 20.31.32 350x350 mm C.I. Tee (Rate same as per 20.24.2) 20.31.33 400x200 mm C.I. Tee (Rate same as per 20.24.2) 20.31.34 400x250 mm C.I. Tee (Rate same as per 20.24.2) 20.31.35 400x300 mm C.I. Tee (Rate same as per 20.24.2) 20.31.36 400x350 mm C.I. Tee (Rate same as per 20.24.2) 20.31.37 400x400 mm C.I. Tee (Rate same as per 20.24.2) 20.31.38 450x250 mm C.I. Tee (Rate same as per 20.24.2)

item no. quintal

1.08

quintal

1.16

quintal

1.28

quintal

1.29

quintal

1.32

quintal

1.34

quintal

1.42

quintal

1.50

quintal

1.59

quintal

1.82

quintal

1.90

quintal

1.99

quintal

2.09

quintal

2.29

quintal

2.37

quintal

2.46

quintal

2.56

quintal

2.68

quintal

2.95

item no. item no. item no. item no. item no. item no. item no. item no. item no. item no. item no. item no. item no. item no. item no. item no. item no. item no.

20.31.39 450x300 mm C.I. Tee (Rate same as per item no. 20.24.2) quintal 20.31.40 450x350 mm C.I. Tee (Rate same as per item no. 20.24.2) quintal 20.31.41 450x400 mm C.I. Tee (Rate same as per item no. 20.24.2) quintal 20.31.42 450x450 mm C.I. Tee (Rate same as per item no. 20.24.2) quintal 20.31.43 500x250 mm C.I. Tee (Rate same as per item no. 20.24.2) quintal 20.31.44 500x300 mm C.I. Tee (Rate same as per item no. 20.24.2) quintal 20.31.45 500x350 mm C.I. Tee (Rate same as per item no. 20.24.2) quintal 20.31.46 500x400 mm C.I. Tee (Rate same as per item no. 20.24.2) quintal 20.31.47 500x450 mm C.I. Tee (Rate same as per item no. 20.24.2) quintal 20.31.48 500x500 mm C.I. Tee (Rate same as per item no. 20.24.2) quintal 20.31.49 600x300 mm C.I. Tee (Rate same as per item no. 20.24.2) quintal 20.31.50 600x350 mm C.I. Tee (Rate same as per item no. 20.24.2) quintal 20.31.51 600x400 mm C.I. Tee (Rate same as per item no. 20.24.2) quintal 20.31.52 600x450 mm C.I. Tee (Rate same as per item no. 20.24.2) quintal 20.31.53 600x500 mm C.I. Tee (Rate same as per item no. 20.24.2) quintal 20.31.54 600x600 mm C.I. Tee (Rate same as per item no. 20.24.2) quintal 20.32 Providing and laying S&S C.I. crosses (Heavy class) 20.32.1 80x80x80x80 mm C.I. Cross (Rate same as per item no. 20.24.1) quintal 20.32.2 100x100x100x100 mm C.I. Cross (Rate same as per item no. 20.24.1) quintal

3.04 3.14 3.24 3.37 3.56 3.65 3.75 3.86 3.98 4.13 5.21 5.31 5.43 5.56 5.69 6.02

0.30 0.39

20.32.3 125x125x125x125 mm C.I. Cross (Rate same as per item no. 20.24.1) quintal 20.32.4 150x150x150x150 mm C.I. Cross (Rate same as per item no. 20.24.1) quintal 20.32.5 200x200x200x200 mm C.I. Cross (Rate same as per item no. 20.24.1) quintal 20.32.6 250x250x250x250 mm C.I. Cross (Rate same as per item no. 20.24.1) quintal 20.32.7 300x300x300x300 mm C.I. Cross (Rate same as per item no. 20.24.1) quintal 20.33 Providing and laying S&S C.I. Standard tapers with larger end socketed (Heavy class) 20.33.1 100x80 mm C.I. Taper (Rate same as per item no. quintal 20.33.2 20.24.1) 125x80 mm C.I. Taper (Rate same as per item no. 20.24.1) quintal 20.33.3 125x100 mm C.I. Taper (Rate same as per item no. 20.24.1) quintal 20.33.4 150x80 mm C.I. Taper (Rate same as per item no. 20.24.1) quintal 20.33.5 150x100 mm C.I. Taper (Rate same as per item no. 20.24.1) quintal 20.33.6 150x125 mm C.I. Taper (Rate same as per item no. 20.24.1) quintal 20.33.7 200x100 mm C.I. Taper (Rate same as per item no. 20.24.1) quintal 20.33.8 200x125 mm C.I. Taper (Rate same as per item no. 20.24.1) quintal 20.33.9 200x150 mm C.I. Taper (Rate same as per item no. 20.24.1) quintal 20.33.10 250x125 mm C.I. Taper (Rate same as per item no. 20.24.1) quintal 20.33.11 250x150 mm C.I. Taper (Rate same as per item no. 20.24.1) quintal 20.33.12 250x200 mm C.I. Taper (Rate same as per item no. 20.24.1) quintal 20.33.13 300x150 mm C.I. Taper (Rate same as per item no. 20.24.1) quintal

0.52 0.67 1.02 1.45 1.97

0.16 0.21 0.23 0.27 0.28 0.31 0.40 0.42 0.45 0.56 0.59 0.66 0.80

20.33.14 300x200 mm C.I. Taper (Rate same as per item 20.24.1) 20.33.15 300x250 mm C.I. Taper (Rate same as per item 20.24.1) 20.33.16 350x200 mm C.I. Taper (Rate same as per item 20.24.2) 20.33.17 350x250 mm C.I. Taper (Rate same as per item 20.24.2) 20.33.18 350x300 mm C.I. Taper (Rate same as per item 20.24.2) 20.33.19 400x250 mm C.I. Taper (Rate same as per item 20.24.2) 20.33.20 400x300 mm C.I. Taper (Rate same as per item 20.24.2) 20.33.21 400x350 mm C.I. Taper (Rate same as per item 20.24.2) 20.33.22 450x350 mm C.I. Taper (Rate same as per item 20.24.2) 20.33.23 450x400 mm C.I. Taper (Rate same as per item 20.24.2) 20.33.24 500x350 mm C.I. Taper (Rate same as per item 20.24.2) 20.33.25 500x400 mm C.I. Taper (Rate same as per item 20.24.2) 20.33.26 500x450 mm C.I. Taper (Rate same as per item 20.24.2) 20.33.27 600x400 mm C.I. Taper (Rate same as per item 20.24.2) 20.33.28 600x450 mm C.I. Taper (Rate same as per item 20.24.2) 20.33.29 600x500 mm C.I. Taper (Rate same as per item 20.24.1) 20.34 Providing and laying S&S Standard tapers with smaller socketed (Heavy class) 20.34.1 100x80 mm C.I. Taper (Rate same as per item 20.34.2 20.24.1) 125x80 mm C.I. Taper (Rate same as per item 20.24.1)

no. quintal

0.88

quintal

0.97

quintal

1.04

quintal

1.13

quintal

1.23

quintal

1.43

quintal

1.54

quintal

1.66

quintal

1.85

quintal

1.99

quintal

2.11

quintal

2.25

quintal

2.40

quintal

3.00

quintal

3.16

quintal

3.33

no. quintal

0.16

no. no. no. no. no. no. no. no. no. no. no. no. no. no. no. C.I. end

no. quintal

0.19

20.34.3 125x100 mm C.I. Taper (Rate same as per 20.24.1) 20.34.4 150x80 mm C.I. Taper (Rate same as per 20.24.1) 20.34.5 150x100 mm C.I. Taper (Rate same as per 20.24.1) 20.34.6 150x125 mm C.I. Taper (Rate same as per 20.24.1) 20.34.7 200x100 mm C.I. Taper (Rate same as per 20.24.1) 20.34.8 200x125 mm C.I. Taper (Rate same as per 20.24.1) 20.34.9 200x150 mm C.I. Taper (Rate same as per 20.24.1) 20.34.10 250x125 mm C.I. Taper (Rate same as per 20.24.1) 20.34.11 250x150 mm C.I. Taper (Rate same as per 20.24.1) 20.34.12 250x200 mm C.I. Taper (Rate same as per 20.24.1) 20.34.13 300x150 mm C.I. Taper (Rate same as per 20.24.1) 20.34.14 300x200 mm C.I. Taper (Rate same as per 20.24.1) 20.34.15 300x250 mm C.I. Taper (Rate same as per 20.24.1) 20.34.16 350x200 mm C.I. Taper (Rate same as per 20.24.2) 20.34.17 350x250 mm C.I. Taper (Rate same as per 20.24.2) 20.34.18 350x300 mm C.I. Taper (Rate same as per 20.24.2) 20.34.19 400x250 mm C.I. Taper (Rate same as per 20.24.2) 20.34.20 400x300 mm C.I. Taper (Rate same as per 20.24.2) 20.34.21 400x350 mm C.I. Taper (Rate same as per 20.24.2)

item no. quintal

0.21

quintal

0.23

quintal

0.25

quintal

0.29

quintal

0.34

quintal

0.38

quintal

0.42

quintal

0.49

quintal

0.53

quintal

0.69

quintal

0.70

quintal

0.80

quintal

0.93

quintal

0.92

quintal

1.04

quintal

1.18

quintal

1.29

quintal

1.44

quintal

1.61

item no. item no. item no. item no. item no. item no. item no. item no. item no. item no. item no. item no. item no. item no. item no. item no. item no. item no.

20.34.22 450x350 mm C.I. Taper (Rate same as per item no. 20.24.2) quintal 20.34.23 450x400 mm C.I. Taper (Rate same as per item no. 20.24.2) quintal 20.34.24 500x350 mm C.I. Taper (Rate same as per item no. 20.24.2) quintal 20.34.25 500x400 mm C.I. Taper (Rate same as per item no. 20.24.2) quintal 20.34.26 500x450 mm C.I. Taper (Rate same as per item no. 20.24.2) quintal 20.34.27 600x400 mm C.I. Taper (Rate same as per item no. 20.24.2) quintal 20.34.28 600x450 mm C.I. Taper (Rate same as per item no. 20.24.2) quintal 20.34.29 600x500 mm C.I. Taper (Rate same as per item no. 20.24.2) quintal 20.35 Providing and laying C.I. Double socket collars(Heavy class) 20.35.1 80 mm C.I.collar (Rate same as per item no. 20.24.1) quintal 20.35.2 100 mm C.I.collar (Rate same as per item no. 20.24.1) quintal 20.35.3 125 mm C.I.collar (Rate same as per item no. 20.24.1) quintal 20.35.4 150 mm C.I.collar (Rate same as per item no. 20.24.1) quintal 20.35.5 200 mm C.I.collar (Rate same as per item no. 20.24.1) quintal 20.35.6 250 mm C.I.collar (Rate same as per item no. 20.24.1) quintal 20.35.7 300 mm C.I.collar (Rate same as per item no. 20.24.1) quintal 20.35.8 350 mm C.I.collar (Rate same as per item no. 20.24.2) quintal 20.35.9 400 mm C.I.collar (Rate same as per item no. 20.24.2) quintal 20.35.10 450 mm C.I.collar (Rate same as per item no. 20.24.2) quintal

1.77 1.95 1.94 2.12 2.30 2.73 2.93 3.20

0.14 0.17 0.22 0.28 0.40 0.55 0.71 0.90 1.10 1.33

20.35.11 500 mm C.I.collar (Rate same as per 20.24.2) 20.35.12 600 mm C.I.collar (Rate same as per 20.24.2) 20.36 Providing and laying (Heavy class) 20.36.1 80 mm C.I. plug (Rate same as per 20.24.1) 20.36.2 100 mm C.I. plug (Rate same as per 20.24.1) 20.36.3 125 mm C.I. plug (Rate same as per 20.24.1) 20.36.4 150 mm C.I. plug (Rate same as per 20.24.1) 20.36.5 200 mm C.I. plug (Rate same as per 20.24.1) 20.36.6 250 mm C.I. plug (Rate same as per 20.24.1) 20.36.7 300 mm C.I. plug (Rate same as per 20.24.1) 20.36.8 350 mm C.I. plug (Rate same as per 20.24.1) 20.36.9 400mm C.I. plug (Rate same as per 20.24.1) 20.36.10 450mm C.I. plug (Rate same as per 20.24.1) 20.36.11 500 mm C.I. plug (Rate same as per 20.24.1) 20.36.12 600 mm C.I. plug (Rate same as per 20.24.1) 20.37 Providing and laying (Heavy class) 20.37.1 80 mm C.I. caps (Rate same as per 20.24.1) 20.37.2 100 mm C.I. caps (Rate same as per 20.24.1) 20.37.3 125 mm C.I. caps (Rate same as per 20.24.1)

item no. quintal

1.59

quintal

2.16

quintal

0.03

quintal

0.04

quintal

0.06

quintal

0.09

quintal

0.14

quintal

0.22

quintal

0.30

quintal

0.41

quintal

0.54

quintal

0.69

quintal

0.89

quintal

1.27

quintal

0.07

quintal

0.09

quintal

0.12

item no. C.I. Plugs item no. item no. item no. item no. item no. item no. item no. item no. item no. item no. item no. item no. C.I. caps item no. item no. item no.

20.37.4 150 mm C.I. caps (Rate same as per item no. 20.24.1) quintal 20.37.5 200 mm C.I. caps (Rate same as per item no. 20.24.1) quintal 20.37.6 250 mm C.I. caps (Rate same as per item no. 20.24.1) quintal 20.37.7 300 mm C.I. caps (Rate same as per item no. 20.24.1) quintal 20.37.8 350 mm C.I. caps (Rate same as per item no. 20.24.1) quintal 20.37.9 400mm C.I. caps (Rate same as per item no. 20.24.1) quintal 20.37.10 450mm C.I.caps (Rate same as per item no. 20.24.1) quintal 20.37.11 500 mm C.I. caps (Rate same as per item no. 20.24.1) quintal 20.37.12 600 mm C.I. caps (Rate same as per item no. 20.24.1) quintal 20.38 Providing and laying double flanged C.I. Bends(Heavy class) 20.38.1 80 mm dia C.I. bend 90° (Rate same as per item no. 20.25.1) quintal 20.38.2 80 mm dia C.I. bend 45° (Rate same as per item no. 20.25.1) quintal 20.38.3 100 mm dia C.I. bend 90° (Rate same as per item no. 20.25.1) quintal 20.38.4 100 mm dia C.I. bend 45° (Rate same as per item no. 20.25.1) quintal 20.38.5 125 mm dia C.I. bend 90° (Rate same as per item no. 20.25.1) quintal 20.38.6 125 mm dia C.I. bend 45° (Rate same as per item no. 20.25.1) quintal 20.38.7 150 mm dia C.I. bend 90° (Rate same as per item no. 20.25.1) quintal 20.38.8 150 mm dia C.I. bend 45° (Rate same as per item no. 20.25.1) quintal 20.38.9 200 mm dia C.I. bend 90° (Rate same as per item no. 20.25.1) quintal

0.15 0.24 0.34 0.46 0.61 0.77 0.97 1.18 1.71

0.13 0.14 0.17 0.18 0.23 0.25 0.31 0.34 0.49

20.38.10 200 mm dia C.I. bend 45° (Rate same as per item no. 20.25.1) quintal 20.38.11 250 mm dia C.I. bend 90° (Rate same as per item no. 20.25.1) quintal 20.38.12 250 mm dia C.I. bend 45° (Rate same as per item no. 20.25.1) quintal 20.38.13 300 mm dia C.I. bend 90° (Rate same as per item no. 20.25.1) quintal 20.38.14 300 mm dia C.I. bend 45° (Rate same as per item no. 20.25.1) quintal 20.38.15 350 mm dia C.I. bend 90° (Rate same as per item no. 20.25.2) quintal 20.38.16 350 mm dia C.I. bend 45° (Rate same as per item no. 20.25.2) quintal 20.38.17 400 mm dia C.I. bend 90° (Rate same as per item no. 20.25.2) quintal 20.38.18 400 mm dia C.I. bend 45° (Rate same as per item no. 20.25.2) quintal 20.38.19 450 mm dia C.I. bend 90° (Rate same as per item no. 20.25.2) quintal 20.38.20 450 mm dia C.I. bend 45° (Rate same as per item no. 20.25.2) quintal 20.38.21 500 mm dia C.I. bend 90° (Rate same as per item no. 20.25.2) quintal 20.38.22 500 mm dia C.I. bend 45° (Rate same as per item no. 20.25.2) quintal 20.38.23 600 mm dia C.I. bend 90° (Rate same as per item no. 20.25.2) quintal 20.38.24 600 mm dia C.I. bend 45° (Rate same as per item no. 20.25.2) quintal 20.39 Providing and laying double flanged C.I. Duck foot bends 90° (Heavy class) 20.39.1 80 mm dia bend (Rate same as per item no. 20.25.1) quintal 20.39.2 100 mm dia bend (Rate same as per item no. 20.25.1) quintal 20.39.3 125 mm dia bend (Rate same as per item no. 20.25.1) quintal

0.54 0.72 0.80 1.00 1.12 1.37 1.15 1.81 1.49 2.26 1.85 2.90 2.31 4.42 3.42

0.21 0.26 0.36

20.39.4 150 mm dia bend (Rate same as per item no. 20.25.1) quintal 20.39.5 200 mm dia bend (Rate same as per item no. 20.25.1) quintal 20.39.6 250 mm dia bend (Rate same as per item no. 20.25.1) quintal 20.39.7 300 mm dia bend (Rate same as per item no. 20.25.1) quintal 20.39.8 350 mm dia bend (Rate same as per item no. 20.25.2) quintal 20.39.9 400 mm dia bend (Rate same as per item no. 20.25.2) quintal 20.39.10 450 mm dia bend (Rate same as per item no. 20.25.2) quintal 20.39.11 500 mm dia bend (Rate same as per item no. 20.25.2) quintal 20.39.12 600 mm dia bend (Rate same as per item no. 20.25.2) quintal 20.40 Providing and laying double flanged C.I. Tees (Heavy class) 20.40.1 80x80 mm C.I. tee (Rate same as per item no. 20.25.1) quintal 20.40.2 100x80 mm C.I. tee (Rate same as per item no. 20.25.1) quintal 20.40.3 100x100 mm C.I. tee (Rate same as per item no. 20.25.1) quintal 20.40.4 125x80 mm C.I. tee (Rate same as per item no. 20.25.1) quintal 20.40.5 125x100 mm C.I. tee (Rate same as per item no. 20.25.1) quintal 20.40.6 125x125 mm C.I. tee (Rate same as per item no. 20.25.1) quintal 20.40.7 150x80 mm C.I. tee (Rate same as per item no. 20.25.1) quintal 20.40.8 150x100 mm C.I. tee (Rate same as per item no. 20.25.1) quintal 20.40.9 150x125 mm C.I. tee (Rate same as per item no. 20.25.1) quintal

0.47 0.74 1.11 1.56 2.14 2.81 3.50 4.46 6.77

0.21 0.25 0.26 0.32 0.34 0.36 0.41 0.42 0.45

20.40.10 150x150 mm C.I. tee (Rate same as per 20.25.1) 20.40.11 200x80 mm C.I. tee (Rate same as per 20.25.1) 20.40.12 200x100 mm C.I. tee (Rate same as per 20.25.1) 20.40.13 200x125 mm C.I. tee (Rate same as per 20.25.1) 20.40.14 200x150 mm C.I. tee (Rate same as per 20.25.1) 20.40.15 200x200 mm C.I. tee (Rate same as per 20.25.1) 20.40.16 250x80 mm C.I. tee (Rate same as per 20.25.1) 20.40.17 250x100 mm C.I. tee (Rate same as per 20.25.1) 20.40.18 250x125 mm C.I. tee (Rate same as per 20.25.1) 20.40.19 250x150 mm C.I. tee (Rate same as per 20.25.1) 20.40.20 250x200 mm C.I. tee (Rate same as per 20.25.1) 20.40.21 250x250 mm C.I. tee (Rate same as per 20.25.1) 20.40.22 300x80 mm C.I. tee (Rate same as per 20.25.1) 20.40.23 300x100 mm C.I. tee (Rate same as per 20.25.1) 20.40.24 300x125 mm C.I. tee (Rate same as per 20.25.1) 20.40.25 300x150 mm C.I. tee (Rate same as per 20.25.1) 20.40.26 300x200 mm C.I. tee (Rate same as per 20.25.1) 20.40.27 300x250 mm C.I. tee (Rate same as per 20.25.1) 20.40.28 300x300 mm C.I. tee (Rate same as per 20.25.1)

item no. quintal

0.47

quintal

0.62

quintal

0.63

quintal

0.66

quintal

0.68

quintal

0.74

quintal

0.89

quintal

0.90

quintal

0.93

quintal

0.96

quintal

1.02

quintal

1.09

quintal

1.22

quintal

1.24

quintal

1.26

quintal

1.29

quintal

1.36

quintal

1.43

quintal

1.51

item no. item no. item no. item no. item no. item no. item no. item no. item no. item no. item no. item no. item no. item no. item no. item no. item no. item no.

20.40.29 350x200 mm C.I. tee (Rate same as per 20.25.2) 20.40.30 350x250 mm C.I. tee (Rate same as per 20.25.2) 20.40.31 350x300 mm C.I. tee (Rate same as per 20.25.2) 20.40.32 350x350 mm C.I. tee (Rate same as per 20.25.2) 20.40.33 400x200 mm C.I. tee (Rate same as per 20.25.2) 20.40.34 400x250 mm C.I. tee (Rate same as per 20.25.2) 20.40.35 400x300 mm C.I. tee (Rate same as per 20.25.2) 20.40.36 400x350 mm C.I. tee (Rate same as per 20.25.2) 20.40.37 400x400 mm C.I. tee (Rate same as per 20.25.2) 20.40.38 450x250 mm C.I. tee (Rate same as per 20.25.2) 20.40.39 450x300 mm C.I. tee (Rate same as per 20.25.2) 20.40.40 450x350 mm C.I. tee (Rate same as per 20.25.2) 20.40.41 450x400 mm C.I. tee (Rate same as per 20.25.2) 20.40.42 450x450 mm C.I. tee (Rate same as per 20.25.2) 20.40.43 500x250 mm C.I. tee (Rate same as per 20.25.2) 20.40.44 500x300 mm C.I. tee (Rate same as per 20.25.2) 20.40.45 500x350 mm C.I. tee (Rate same as per 20.25.2) 20.40.46 500x400 mm C.I. tee (Rate same as per 20.25.2) 20.40.47 500x450 mm C.I. tee (Rate same as per 20.25.2)

item no. quintal

1.69

quintal

1.73

quintal

1.88

quintal

1.95

quintal

2.11

quintal

2.15

quintal

2.32

quintal

2.39

quintal

2.46

quintal

2.60

quintal

2.77

quintal

2.84

quintal

2.90

quintal

2.96

quintal

3.15

quintal

3.34

quintal

3.42

quintal

3.49

quintal

3.56

item no. item no. item no. item no. item no. item no. item no. item no. item no. item no. item no. item no. item no. item no. item no. item no. item no. item no.

20.40.48 500x500 mm C.I. tee (Rate same as per item no. 20.25.2) quintal 20.40.49 600x300 mm C.I. tee (Rate same as per item no. 20.25.2) quintal 20.40.50 600x350 mm C.I. tee (Rate same as per item no. 20.25.2) quintal 20.40.51 600x400 mm C.I. tee (Rate same as per item no. 20.25.2) quintal 20.40.52 600x450 mm C.I. tee (Rate same as per item no. 20.25.2) quintal 20.40.53 600x500 mm C.I. tee (Rate same as per item no. 20.25.2) quintal 20.40.54 600x600 mm C.I. tee (Rate same as per item no. 20.25.2) quintal 20.41 Providing and laying double flanged C.I. Crosses (Heavy class) 20.41.1 80x80x80x80 mm C.I. Cross (Rate same as per item no. 20.25.1) quintal 20.41.2 100x100x100x100 mm C.I. Cross (Rate same as per item no. 20.25.1) quintal 20.41.3 125x125x125x125 mm C.I. Cross (Rate same as per item no. 20.25.1) quintal 20.41.4 150x150x150x150 mm C.I. Cross (Rate same as per item no. 20.25.1) quintal 20.41.5 200x200x200x200 mm C.I. Cross (Rate same as per item no. 20.25.1) quintal 20.41.6 250x250x250x250 mm C.I. Cross (Rate same as per item no. 20.25.1) quintal 20.41.7 300x300x300x300 mm C.I. Cross (Rate same as per item no. 20.25.1) quintal 20.42 Providing and laying double flanged C.I. Tapers (Heavy class) 20.42.1 100x80 mm C.I. Taper (Rate same as per item no. 20.25.1) quintal 20.42.2 125x80 mm C.I. Taper (Rate same as per item no. 20.25.1) quintal 20.42.3 125x100 mm C.I. Taper (Rate same as per item no. 20.25.1) quintal

3.63 3.66 4.75 4.85 4.92 4.99 5.16

0.27 0.34 0.46 0.60 0.93 1.35 1.86

0.12 0.20 0.22

20.42.4 150x80 mm C.I. Taper (Rate same as per 20.25.1) 20.42.5 150x100 mm C.I. Taper (Rate same as per 20.25.1) 20.42.6 150x125 mm C.I. Taper (Rate same as per 20.25.1) 20.42.7 200x100 mm C.I. Taper (Rate same as per 20.25.1) 20.42.8 200x125 mm C.I. Taper (Rate same as per 20.25.1) 20.42.9 200x150 mm C.I. Taper (Rate same as per 20.25.1) 20.42.10 250x125 mm C.I. Taper (Rate same as per 20.25.1) 20.42.11 250x150 mm C.I. Taper (Rate same as per 20.25.1) 20.42.12 250x200 mm C.I. Taper (Rate same as per 20.25.1) 20.42.13 300x150 mm C.I. Taper (Rate same as per 20.25.1) 20.42.14 300x200 mm C.I. Taper (Rate same as per 20.25.1) 20.42.15 300x250 mm C.I. Taper (Rate same as per 20.25.1) 20.42.16 350x200 mm C.I. Taper (Rate same as per 20.25.2) 20.42.17 350x250 mm C.I. Taper (Rate same as per 20.25.2) 20.42.18 350x300 mm C.I. Taper (Rate same as per 20.25.2) 20.42.19 400x250 mm C.I. Taper (Rate same as per 20.25.2) 20.42.20 400x300 mm C.I. Taper (Rate same as per 20.25.2) 20.42.21 400x350 mm C.I. Taper (Rate same as per 20.25.2) 20.42.22 450x350 mm C.I. Taper (Rate same as per 20.25.2)

item no. quintal

0.23

quintal

0.25

quintal

0.27

quintal

0.31

quintal

0.34

quintal

0.37

quintal

0.41

quintal

0.44

quintal

0.50

quintal

0.51

quintal

0.58

quintal

0.65

quintal

0.87

quintal

0.96

quintal

1.06

quintal

1.09

quintal

1.20

quintal

1.32

quintal

1.30

item no. item no. item no. item no. item no. item no. item no. item no. item no. item no. item no. item no. item no. item no. item no. item no. item no. item no.

20.42.23 450x400 mm C.I. Taper (Rate same as per item no. 20.25.2) quintal 20.42.24 500x350 mm C.I. Taper (Rate same as per item no. 20.25.2) quintal 20.42.25 500x400 mm C.I. Taper (Rate same as per item no. 20.25.2) quintal 20.42.26 500x450 mm C.I. Taper (Rate same as per item no. 20.25.2) quintal 20.42.27 600x400 mm C.I. Taper (Rate same as per item no. 20.25.2) quintal 20.42.28 600x450 mm C.I. Taper (Rate same as per item no. 20.25.2) quintal 20.42.29 600x500 mm C.I. Taper (Rate same as per item no. 20.25.2) quintal 20.43 Providing and laying C.I. Flanged socketed tail pieces (Heavy class) 20.43.1 80 mm C.I. Flanged socket (Rate same as per item no. 20.25.1) quintal 20.43.2 100 mm C.I. Flanged socket (Rate same as per item no. 20.25.1) quintal 20.43.3 125 mm C.I. Flanged socket (Rate same as per item no. 20.25.1) quintal 20.43.4 150 mm C.I. Flanged socket (Rate same as per item no. 20.25.1) quintal 20.43.5 200 mm C.I. Flanged socket (Rate same as per item no. 20.25.1) quintal 20.43.6 250 mm C.I. Flanged socket (Rate same as per item no. 20.25.1) quintal 20.43.7 300 mm C.I. Flanged socket (Rate same as per item no. 20.25.1) quintal 20.43.8 350 mm C.I. Flanged socket (Rate same as per item no. 20.25.2) quintal 20.43.9 400 mm C.I. Flanged socket (Rate same as per item no. 20.25.2) quintal 20.43.10 450 mm C.I. Flanged socket (Rate same as per item no. 20.25.2) quintal 20.43.11 500 mm C.I. Flanged socket (Rate same as per item no. 20.25.2) quintal

1.45 1.58 1.60 1.74 1.86 2.10 2.22

0.13 0.16 0.20 0.26 0.27 0.62 0.79 1.00 1.23 1.42 1.73

20.43.12 600 mm C.I. Flanged socket (Rate same as per item no. 20.25.2) quintal 20.44 Providing and laying C.I. Flanged spigot tail pieces (Heavy class) 20.44.1 80 mm C.I. flanged spigot (Rate same as per item no. 20.25.1) quintal 20.44.2 100 mm C.I. flanged spigot (Rate same as per item no. 20.25.1) quintal 20.44.3 125 mm C.I. flanged spigot (Rate same as per item no. 20.25.1) quintal 20.44.4 150 mm C.I. flanged spigot (Rate same as per item no. 20.25.1) quintal 20.44.5 200 mm C.I. flanged spigot (Rate same as per item no. 20.25.1) quintal 20.44.6 250 mm C.I. flanged spigot (Rate same as per item no. 20.25.1) quintal 20.44.7 300 mm C.I. flanged spigot (Rate same as per item no. 20.25.1) quintal 20.44.8 350 mm C.I. flanged spigot (Rate same as per item no. 20.25.2) quintal 20.44.9 400 mm C.I. flanged spigot (Rate same as per item no. 20.25.2) quintal 20.44.10 450 mm C.I. flanged spigot (Rate same as per item no. 20.25.2) quintal 20.44.11 500 mm C.I. flanged spigot (Rate same as per item no. 20.25.2) quintal 20.44.12 600 mm C.I. flanged spigot (Rate same as per item no. 20.25.2) quintal 20.45 Providing lead caulked joints to spun iron or C.I. Pipes and specials including testing of joints but excluding the cost of pig lead 20.45.1 80mm diameter pipe Details of cosst for 10 joints MaterialsKg Spun yarn 0.113x10 = 1.13 kg. quintal Fuel wood litre Kerosene oil 1 time sundries 1 time Carriage of materials Laboureach Fitter

2.34

0.12 0.14 0.19 0.23 0.39 0.53 0.68 0.85 1.04 1.23 1.46 2.27

1.13 0.19 0.38 2.05 2.05

1881 761 771 9999 9999

1.00

116

each Asstt. Fitter each Beldar Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for 10 joints Cost per one joints 20.45.2 100mm diameter pipe Details of cosst for 10 joints MaterialsKg Spun yarn 0.17x10 = 1.70 kg. quintal Fuel wood litre Kerosene oil 1 time sundries 1 time Carriage of materials Laboureach Fitter each Asstt. Fitter each Beldar Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for 10 joints Cost per one joints 20.45.3 125mm diameter pipe Details of cosst for 10 joints MaterialsKg Spun yarn 0.20x10 = 2.00 kg. quintal Fuel wood litre Kerosene oil 1 time sundries 1 time Carriage of materials Laboureach Fitter each Asstt. Fitter each Beldar Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for 10 joints Cost per one joints 20.45.4 150mm diameter pipe Details of cosst for 10 joints MaterialsSpun yarn 0.23x10 = 2.30 kg. Fuel wood Kerosene oil sundries Carriage of materials Labour-

Kg quintal litre 1 time 1 time

1.00 2.00

117 114

1.70 0.28 0.38 2.60 2.05

1881 761 771 9999 9999

1.00 1.00 2.00

116 117 114

2.00 0.37 0.76 3.65 3.65

1881 761 771 9999 9999

1.50 1.50 3.00

116 117 114

2.30 0.42 0.76 4.15 4.15

1881 761 771 9999 9999

Say Rs.

each

Say Rs.

each

Say Rs.

each

each Fitter each Asstt. Fitter each Beldar Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for 10 joints Cost per one joints 20.45.5 200mm diameter pipe Details of cosst for 10 joints MaterialsKg Spun yarn 0.3x10 = 3.00 kg. quintal Fuel wood litre Kerosene oil 1 time sundries 1 time Carriage of materials Laboureach Fitter each Asstt. Fitter each Beldar Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for 10 joints Cost per one joints

20.45.6 250mm diameter pipe Details of cosst for 10 joints MaterialsKg Spun yarn 0.4x10 = 4.00 kg. quintal Fuel wood litre Kerosene oil 1 time sundries 1 time Carriage of materials Laboureach Fitter each Asstt. Fitter each Beldar Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for 10 joints Cost per one joints

20.45.7 300mm diameter pipe Details of cosst for 10 joints MaterialsSpun yarn 0.54x10 = 5.40 kg. Fuel wood Kerosene oil

Kg quintal litre

1.50 1.50 3.00

116 117 114

3.00 0.56 0.76 5.20 5.2

1881 761 771 9999 9999

2.00 2.00 4.00

116 117 114

4.00 0.65 1.14 6.75 6.75

1881 761 771 9999 9999

2.50 2.50 5.00

116 117 114

5.40 0.75 1.52

1881 761 771

Say Rs.

each

Say Rs.

each

Say Rs.

each

1 time sundries 1 time Carriage of materials Laboureach Fitter each Asstt. Fitter each Beldar Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for 10 joints Cost per one joints 20.45.8 350mm diameter pipe Details of cosst for 10 joints MaterialsKg Spun yarn 0.62x10 = 6.20 kg. quintal Fuel wood litre Kerosene oil 1 time sundries 1 time Carriage of materials Laboureach Fitter each Asstt. Fitter each Beldar Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for 10 joints Cost per one joints 20.45.9 400mm diameter pipe Details of cosst for 10 joints MaterialsKg Spun yarn 0.74x10 = 7.40 kg. quintal Fuel wood litre Kerosene oil 1 time sundries 1 time Carriage of materials Laboureach Fitter each Asstt. Fitter each Beldar Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for 10 joints Cost per one joints 20.45.10 450mm diameter pipe Details of cosst for 10 joints MaterialsSpun yarn 0.79x10 = 7.90 kg. Fuel wood

Kg quintal

7.80 7.8

9999 9999

3.00 3.00 6.00

116 117 114

6.20 0.93 1.70 9.30 9.3

1881 761 771 9999 9999

3.00 3.00 6.00

116 117 114

7.40 1.12 1.70 10.35 10.35

1881 761 771 9999 9999

4.00 4.00 8.00

116 117 114

7.90 1.21

1881 761

Say Rs.

each

Say Rs.

each

Say Rs.

each

litre Kerosene oil 1 time sundries 1 time Carriage of materials Laboureach Fitter each Asstt. Fitter each Beldar Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for 10 joints Cost per one joints 20.45.11 500mm diameter pipe Details of cosst for 10 joints MaterialsKg Spun yarn 0.85x10 = 8.50 kg. quintal Fuel wood litre Kerosene oil 1 time sundries 1 time Carriage of materials Laboureach Fitter each Asstt. Fitter each Beldar Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for 10 joints Cost per one joints 20.45.12 600mm diameter pipe Details of cosst for 10 joints MaterialsKg Spun yarn 1.02x10 = 10.20 kg. quintal Fuel wood litre Kerosene oil 1 time sundries 1 time Carriage of materials Laboureach Fitter each Asstt. Fitter each Beldar Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for 10 joints Cost per one joints 20.45.13 700mm diameter pipe Details of cosst for 10 joints MaterialsSpun yarn 1.17x10 = 11.70kg.

Kg

2.27 11.95 11.95

771 9999 9999

4.50 4.50 9.00

116 117 114

8.50 1.31 2.27 12.95 12.95

1881 761 771 9999 9999

4.75 7.75 9.50

116 117 114

10.20 1.68 2.84 15.50 15.50

1881 761 771 9999 9999

6.50 6.50 13.00

116 117 114

11.70

1881

Say Rs.

each

Say Rs.

each

Say Rs.

each

quintal Fuel wood litre Kerosene oil 1 time sundries 1 time Carriage of materials Laboureach Fitter each Asstt. Fitter each Beldar Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for 10 joints Cost per one joints 20.45.14 800mm diameter pipe Details of cosst for 10 joints MaterialsKg Spun yarn 1.33x10 = 13.30kg. quintal Fuel wood litre Kerosene oil 1 time sundries 1 time Carriage of materials Laboureach Fitter each Asstt. Fitter each Beldar Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for 10 joints Cost per one joints 20.45.15 900mm diameter pipe Details of cosst for 10 joints MaterialsKg Spun yarn 1.56x10 = 15.60kg. quintal Fuel wood litre Kerosene oil 1 time sundries 1 time Carriage of materials Laboureach Fitter each Asstt. Fitter each Beldar Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for 10 joints Cost per one joints 20.45.16 1000mm diameter pipe Details of cosst for 10 joints Materials-

2.14 3.41 18.60 18.60

761 771 9999 9999

7.70 7.70 15.40

116 117 114

13.30 2.33 3.41 20.70 20.70

1881 761 771 9999 9999

8.50 8.50 17.00

116 117 114

15.60 2.80 4.55 23.30 23.33

1881 761 771 9999 9999

10.00 10.00 20.00

116 117 114

Say Rs.

each

Say Rs.

each

Say Rs.

each

Kg Spun yarn 1.70x10 = 17.00kg. quintal Fuel wood litre Kerosene oil 1 time sundries 1 time Carriage of materials Laboureach Fitter each Asstt. Fitter each Beldar Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for 10 joints Cost per one joints 20.45.17 1100mm diameter pipe Details of cosst for 10 joints MaterialsKg Spun yarn 1.87x10 = 18.70kg. quintal Fuel wood litre Kerosene oil 1 time sundries 1 time Carriage of materials Laboureach Fitter each Asstt. Fitter each Beldar Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for 10 joints Cost per one joints 20.45.18 1200mm diameter pipe Details of cosst for 10 joints MaterialsKg Spun yarn 2.04x10 = 20.40kg. quintal Fuel wood litre Kerosene oil 1 time sundries 1 time Carriage of materials Laboureach Fitter each Asstt. Fitter each Beldar Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for 10 joints Cost per one joints 20.45.19 1300mm diameter pipe Details of cosst for 10 joints

17.00 3.00 4.55 25.90 25.90

1881 761 771 9999 9999

11.00 11.00 22.00

116 117 114

18.70 3.36 5.13 28.50 28.50

1881 761 771 9999 9999

12.00 12.00 24.00

116 117 114

20.40 3.73 5.68 31.05 31.05

1881 761 771 9999 9999

13.00 13.00 26.00

116 117 114

Say Rs.

each

Say Rs.

each

Say Rs.

each

MaterialsKg Spun yarn 2.23x10 = 22.30 kg. quintal Fuel wood litre Kerosene oil 1 time sundries 1 time Carriage of materials Laboureach Fitter each Asstt. Fitter each Beldar Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for 10 joints Cost per one joints 20.45.20 1400mm diameter pipe Details of cosst for 10 joints MaterialsKg Spun yarn 2.39x10 = 23.90 kg. quintal Fuel wood litre Kerosene oil 1 time sundries 1 time Carriage of materials Laboureach Fitter each Asstt. Fitter each Beldar Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for 10 joints Cost per one joints 20.45.21 1400mm diameter pipe Details of cosst for 10 joints MaterialsKg Spun yarn 2.52x10 = 25.20 kg. quintal Fuel wood litre Kerosene oil 1 time sundries 1 time Carriage of materials Laboureach Fitter each Asstt. Fitter each Beldar Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for 10 joints Cost per one joints 20.46 Supplying pig lead at site of work

22.30 4.06 6.53 33.65 33.65

1881 761 771 9999 9999

14.50 14.50 29.00

116 117 114

23.90 4.36 7.01 36.20 36.20

1881 761 771 9999 9999

15.50 15.50 31.00

116 117 114

25.20 4.67 7.38 38.85 38.85

1881 761 771 9999 9999

16.50 16.50 33.00

116 117 114

Say Rs.

each

Say Rs.

each

Say Rs.

each

Details of cost for 1 quintal. MaterialsLead kg Carriage tonne Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost per one quintal 20.47 Providing flanged joints to double flanged C.I. Pipes and specials including testing of joints. 20.47.1 80mm diameter pipe Details of cosst for 10 joints Materialseach Rubber insertion 3 mm thick Bolts and nuts 16 mm dia 60 mm long each 1 time Carriage and materials Laboureach Fitter each Asstt. Fitter each Beldar Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for 10 joints Cost per one joints 20.47.2 100mm diameter pipe Details of cosst for 10 joints Materialseach Rubber insertion 3 mm thick Bolts and nuts 16 mm dia 60 mm long each 1 time Carriage and materials Laboureach Fitter each Asstt. Fitter each Beldar Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for 10 joints Cost per one joints 20.47.3 125mm diameter pipe Details of cosst for 10 joints Materialseach Rubber insertion 3 mm thick Bolts and nuts 16 mm dia 65 mm long each 1 time Carriage and materials Labour-

100.00 0.10

1397 2341

10.00

1373

40.00 1.05

1956 9999

0.15 0.15 0.80

116 117 114

10.00

1374

80.00 1.60

1956 9999

0.25 0.25 1.00

116 117 114

10.00

1375

80.00 1.60

1957 9999

Say Rs.

per quintal

Say Rs.

each

Say Rs.

each

each Fitter each Asstt. Fitter each Beldar Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for 10 joints Cost per one joints 20.47.4 150mm diameter pipe Details of cosst for 10 joints Materialseach Rubber insertion 3 mm thick Bolts and nuts 20 mm dia 65 mm long each 1 time Carriage and materials Laboureach Fitter each Asstt. Fitter each Beldar Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for 10 joints Cost per one joints 20.47.5 200mm diameter pipe Details of cosst for 10 joints Materialseach Rubber insertion 3 mm thick Bolts and nuts 20 mm dia 70 mm long each 1 time Carriage and materials Laboureach Fitter each Asstt. Fitter each Beldar Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for 10 joints Cost per one joints 20.47.6 250mm diameter pipe Details of cosst for 10 joints Materialseach Rubber insertion 3 mm thick Bolts and nuts 20 mm dia 75 mm long each 1 time Carriage and materials Laboureach Fitter each Asstt. Fitter each Beldar

0.25 0.25 1.00

116 117 114

10.00

1376

80.00 1.60

1958 9999

0.30 0.30 1.10

116 117 114

10.00

1377

80.00 1.60

1959 9999

0.30 0.30 1.10

116 117 114

10.00

1378

120.00 1.60

1960 9999

0.40 0.40 1.30

116 117 114

Say Rs.

each

Say Rs.

each

Say Rs.

each

Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for 10 joints Cost per one joints 20.47.7 300mm diameter pipe Details of cosst for 10 joints Materialseach Rubber insertion 3 mm thick Bolts and nuts 20 mm dia 75 mm long each 1 time Carriage and materials Laboureach Fitter each Asstt. Fitter each Beldar Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for 10 joints Cost per one joints 20.47.8 350mm diameter pipe Details of cosst for 10 joints Materialseach Rubber insertion 3 mm thick Bolts and nuts 20 mm dia 80 mm long each 1 time Carriage and materials Laboureach Fitter each Asstt. Fitter each Beldar Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for 10 joints Cost per one joints 20.47.9 400mm diameter pipe Details of cosst for 10 joints Materialseach Rubber insertion 3 mm thick Bolts and nuts 24 mm dia 85 mm long each 1 time Carriage and materials Laboureach Fitter each Asstt. Fitter each Beldar Add for water charges@ 1% Add for contractor's profit and overheads @ 10%

10.00

1379

120.00 2.05

1960 9999

0.40 0.40 1.30

116 117 114

10.00

1380

160.00 2.05

1961 9999

0.50 0.50 1.50

116 117 114

10.00

1381

160.00 3.10

1962 9999

0.50 0.50 1.50

116 117 114

Say Rs.

each

Say Rs.

each

Say Rs.

each

Cost for 10 joints Cost per one joints 20.47.10 450mm diameter pipe Details of cosst for 10 joints Materialseach Rubber insertion 3 mm thick Bolts and nuts 24 mm dia 85 mm long each 1 time Carriage and materials Laboureach Fitter each Asstt. Fitter each Beldar Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for 10 joints Cost per one joints 20.47.11 500mm diameter pipe Details of cosst for 10 joints Materialseach Rubber insertion 3 mm thick Bolts and nuts 24 mm dia 90 mm long each 1 time Carriage and materials Laboureach Fitter each Asstt. Fitter each Beldar Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for 10 joints Cost per one joints 20.47.12 600mm diameter pipe Details of cosst for 10 joints Materialseach Rubber insertion 3 mm thick Bolts and nuts 27 mm dia 100 mm long each 1 time Carriage and materials Laboureach Fitter each Asstt. Fitter each Beldar Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for 10 joints Cost per one joints

10.00

1382

200.00 3.10

1962 9999

0.60 0.60 1.70

116 117 114

10.00

1383

200.00 3.10

1963 9999

0.65 0.65 1.80

116 117 114

10.00

1384

160.00 3.65

1964 9999

0.75 0.75 2.00

116 117 114

Say Rs.

each

Say Rs.

each

Say Rs.

each

Say Rs.

each

20.48 Providing and fixing C.I. Sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be separately) 20.48.1 paid 80 mm diameter 20.48.1.1Class I Details of cost for 10 sluice valves Materials80 mm dia sluice valves(with cap) each Carriage of sluice valves wt = 32.3x10= 323 kg = 0.323t. Say 0.32t. tonne Labour for laying sluice valves (Rate as per item no. 20.20) quintal

10.00

1939

0.32

2309

(B) Rate I/cs water charges C.P. and overheads.

3.23

Providing flanged joints to sluice valves with bolts, nuts and rubber insertion etc (Rate as per item no. 20.47.1) Add for water charges@ 1% on all except 'B' Add for contractor's profit and overheads @ 10% on all except 'B' Cost for 10 valve Cost per 1 valve Say Rs. 20.48.1.2Class II (Analysis in similar to class I vide item no. 20.48.1.1 except code for sluice valves will be 3308 and weight for carriage and labour for laying will be 3.73 qtl. In place of qtl.)diameter 100 mm 20.48.2 3.23 20.48.2.1Class I Details of cost for 10 sluice valves Materials100 mm dia sluice valves(with cap) each Carriage of sluice valves wt = 44.3x10 = 443 kg = 0.443 t. Say 0.44 t. tonne Labour for laying sluice valves (Rate as per item no. 20.20) quintal Providing flanged joints to sluice valves with bolts, nuts and rubber insertion etc (Rate as per item no. 20.47.2) each Add for water charges@ 1% on all except 'B' Add for contractor's profit and overheads @ 10% on all except 'B' Cost for 10 valve

10.00

1940

0.44

2309

4.43

20.00

each

(B) Rate I/cs water charges C.P. and overheads.

Cost per 1 valve Say Rs. 20.48.2.2Class II (Analysis in similar to class I vide item no. 20.48.2.1 except code for sluice valves will be 3311 and weight for carriage and labour for laying will be 5.63 qtl. In place of 4.43qtl.) 20.48.3 125 mm diameter 20.48.3.1Class I Details of cost for 10 sluice valves Materials125 mm dia sluice valves(with cap) each Carriage of sluice valves wt = 56.3x10 = 563 kg = 0.563 t. Say 0.56 t. tonne Labour for laying sluice valves (Rate as per item no. 20.20) quintal Providing flanged joints to sluice valves with bolts, nuts and rubber insertion etc (Rate as per item no. 20.47.3) each Add for water charges@ 1% on all except 'B' Add for contractor's profit and overheads @ 10% on all except 'B' Cost for 10 valve Cost per 1 valve

10.00

1941

0.56

2309

(B) Rate I/cs water charges C.P. and overheads.

5.63

20.00

Say Rs. 20.48.3.2Class II (Analysis in similar to class I vide item no. 20.48.3.1 except code for sluice valves will be 3314 and weight for carriage and labour for laying will be 6.83 qtl. In place of 5.63qtl.) 20.48.4 150 mm diameter 20.48.4.1Class I Details of cost for 10 sluice valves Materials150 mm dia sluice valves(with cap) each Carriage of sluice valves wt = 72.5x10 = 725 kg = 0.725 t. Say 0.72 t. tonne Labour for laying sluice valves (Rate as per item no. 20.20) quintal Providing flanged joints to sluice valves with bolts, nuts and rubber insertion etc (Rate as per item no. 20.47.4) each

each

10.00

1942

0.72

2309

7.25

20.00

each

(B) Rate I/cs water charges C.P. and overheads.

Add for water charges@ 1% on all except 'B' Add for contractor's profit and overheads @ 10% on all except 'B' Cost for 10 valve Cost per 1 valve Say Rs. 20.48.4.2Class II (Analysis in similar to class I vide item no. 20.48.4.1 except code for sluice valves will be 3317 and weight for carriage and labour for laying will be 8.65 qtl. In place of 7.25 qtl.) 20.48.5 200 mm diameter 20.48.5.1Class I Details of cost for 10 sluice valves Materials200 mm dia sluice valves(with cap) each Carriage of sluice valves wt = 121.5x10 = 1215 kg = 1.215 t. Say 1.22 t. tonne Labour for laying sluice valves (Rate as per item no. 20.20) quintal Providing flanged joints to sluice valves with bolts, nuts and rubber insertion etc (Rate as per item no. 20.47.5) each Add for water charges@ 1% on all except 'B' Add for contractor's profit and overheads @ 10% on all except 'B' Cost for 10 valve Cost per 1 valve

10.00

1943

1.22

2309

(B) Rate I/cs water charges C.P. and overheads.

12.15

20.00

Say Rs. 20.48.5.2Class II (Analysis in similar to class I vide item no. 20.48.5.1 except code for sluice valves will be 3320 and weight for carriage and labour for laying will be 15.05 qtl. In place of 12.15 qtl.) 20.48.6 250 mm diameter 20.48.6.1Class I Details of cost for 10 sluice valves Materials250 mm dia sluice valves(with cap) each Carriage of sluice valves wt = 179.9x10 = 1799 kg = 1.799 t. Say 1.80 t. tonne

each

10.00

1944

1.80

2309

each

(B) Rate I/cs water charges C.P. and overheads.

water charges C.P. and overheads.

Labour for laying sluice valves (Rate as per item no. 20.20)

quintal

Providing flanged joints to sluice valves with bolts, nuts and rubber insertion etc (Rate as per item no. 20.47.6) each Add for water charges@ 1% on all except 'B' Add for contractor's profit and overheads @ 10% on all except 'B' Cost for 10 valve Cost per 1 valve

17.99

20.00

Say Rs. 20.48.6.2Class II (Analysis in similar to class I vide item no. 20.48.6.1 except code for sluice valves will be 3321 and weight for carriage and labour for laying will be 22.99 qtl. In place 20.48.7 of 300 mm diameter 17.99 qtl.) 20.48.7.1Class I Details of cost for 10 sluice valves Materials300 mm dia sluice valves(with cap) each Carriage of sluice valves wt = 242.4x10 = 2424 kg = 2.424 t. Say 2.42 t. tonne Labour for laying sluice valves (Rate as per item no. 20.20) quintal Providing flanged joints to sluice valves with bolts, nuts and rubber insertion etc (Rate as per item no. 20.47.6) each Add for water charges@ 1% on all except 'B' Add for contractor's profit and overheads @ 10% on all except 'B' Cost for 10 valve Cost per 1 valve

10.00

1945

2.42

2309

(B) Rate I/cs water charges C.P. and overheads.

24.24

20.00

Say Rs. 20.48.7.2Class II (Analysis in similar to class I vide item no. 20.48.7.1 except code for sluice valves will be 3326 and weight for carriage and labour for laying will be 30.34 qtl. In place of 24.24 qtl.)

each

each

Providing and fixing spindle fire hydrant with 65 mm outlet complete with bolts, nuts and 20.49 rubber insertion etc. Details of cost for 10 sluice valves Materialseach Fire hydrant with 65 mm outlet Carriage of fire hydrants wt = 28.58x10 = 286 kg = 0.286 t. Say 0.29 t. tonne each Rubber insertion 3 mm thick Bolts and nuts 16mm dia 60 mm long each Carriage of rubber insertion and bolts and nuts 1 time Laboureach Fitter each Asstt. Fitter each Beldar Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for 10 joints Cost per one joints

10

1371

0.29 20.00

2309 1373

80.00

1956

1.35

9999

1.50 1.00 4.00

116 117 114

Say Rs. 20.50 Construction masonry chamber 30x30x50 cm. Inside with 75 class designation brick work in cement mortar 1:5 (1 cement :5 fine sand) for stop cock, with C.I. Surface box 100x100x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix necessary excavation foundation concrete 1:5:10(1 cement 5: fine sand:10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement 3: coarse sand ) 12 mm thick finished with a floating neatbricks cement complete as 20.50.2 cost With of F.P.S. per standard design. Details of cost for 1chamber Materials(I) Earth work in excavation including refilling and disposal of surplus earth 0.68x0.68x0.65 m = 0.301 cum say 0.30 cum (Rate as per item no. 2.8.1+2.26) ii) Cement concrete 1:5:10 (1 cement 5: fine sand:10 graded stone aggregate 40 mm nominal size ) 0.68x0.68x0.075 m = 0.035 cum say 0.04 cum (Rate as per item no. 4.5.11)

cum

0.30

cum

0.04

each

iii) Second class brick work in cement morar 1:5 (1 cement 5: fine sand) in foundation and plinth 1.66mx0.115x0.50m = 0.068 cum say 0.10 cum (Rate as per item no. 6.1.9) cum iv) 12 mm cement plaster 1:3 (1 cement 3: coarse sand) finished with a floating with a floating coat of neat cement 1.20x0.50 = 0.60 sqm 0.30x0.30 = 0.09 sqm = 0.69 sqm. say sqm 0.70sqm v) C.I. Surface box with hinged (Rate as per item no. 13.17) cover 100x100x75 mm (inside) each 1 time vi) Carriage of C.I. Surface box vii) Cement concrete 1:2:4(1 cement :2 coarse sand:4 graded stone aggregate 20 mm nominal size) in slab = 0.53m x0.53m x0.075 m = 0.02107 cum Less surface box 0.112x0.112x0.076 =(-) 0.00094 cum cum = 0.0201 cum 1 time viii) Sundries say 0.02 cum Add for water charges@ 1% on (Rate as per item no. 5.3) 'A' Add for contractor's profit and overheads @ 10% on (A+B) Cost per one manhole

0.10

0.70 1.00 0.55

1304 9999

A

0.02 1.60

9999

A B

Say Rs. 20.51

Construction masonry chamber 60x60x75 cm. Inside with 75 class designation brick work in cement mortar 1:5 (1 cement :5 fine sand) for sluice valve, with C.I. Surface box 100x160x180 mm (inside) with chained lid and RCC top slab 1:2:4 mix(1 cement :2 coarse sand:4 graded stone aggregate 20 mm nominal size) necessary excavation foundation concrete 1:5:10(1 cement 5: fine sand:10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement 3: coarse sand ) 12 mm thick finished with a floating neatbricks cement complete as 20.51.2 cost With of F.P.S. per standard Details of costdesign. for 1chamber Materials(I) Earth work in excavation including refilling and disposal of surplus earth 1.21x1.21x1.00 m = 1.464 cum say 1.46 cum (Rate as per item no. 2.8.1+2.26)

cum

1.46

each

ii) Cement concrete 1:5:10 (1 cement 5: fine sand:10 graded stone aggregate 40 mm nominal size ) 1.21x1.21x0.1 m = 0.146 cum say 0.15 cum (Rate as per item no. 4.5.11) cum iii) Second class brick work in cement morar 1:5 (1 cement 5: fine sand) in foundation and plinth 3.32mx0.23x0.75m = 0.573 cum say 0.57 cum (Rate as per item no. 6.1.9) cum iv) 12 mm cement plaster 1:3 (1 cement 3: coarse sand) finished with a floating with a floating coat of neat cement 2.40x0.75 = 1.80 sqm 0.60x0.60 = 0.36 sqm = 2.16 sqm. (Rate as per item no. 13.17) sqm v) C.I. Surface box with chained lid each 1 time vi) Carriage of C.I. Surface box vii) Cement concrete 1:2:4(1 cement :2 coarse sand:4 graded stone aggregate 20 mm nominal size) in slab = 1.06m x1.06m x0.15 m = 0.1685 cum Less surface box pai/4xd2x0.18 m 0.7854x0.156m x0.156m x 0.18 =(-) 0.0034 cum = 0.1651 cum say 0.17 cum (Rate as per item no. 5.3) cum viii) Mild steel reinforcement for RCC work etc. 0.165cumx80 kg/cum =13.2 kg (Rate as per item no. 5.29.1) kg ix) Form work 0.60mx0.60m = 0.36 sqm 3.32mx0.15m = sqm 0.50 sqm 1 time x) Sundries = Add for water charges@ 1% on 0.86 sqm 'A' (Rate as per item no. 5.14.3) Add for contractor's profit and overheads @ 10% on (A+B) Cost per one manhole

0.15

0.57

2.16 1.00 3.10

1305 9999

A

9999

A

0.17

13.20

0.86 3.10

B

Say Rs.

each

20.52 Construction masonry chamber 90x90x100 cm. Inside with 75 class designation brick work in cement mortar 1:5 (1 cement :5 fine sand) for sluice valve, with C.I. Surface box 100x160x180 mm (inside) with chained lid and RCC top slab 1:2:4 mix(1 cement :2 coarse sand:4 graded stone aggregate 20 mm nominal size) necessary excavation foundation concrete 1:5:10(1 cement 5: fine sand:10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement 3: coarse sand ) 12 mm thick finished with a floating neatbricks cement complete as 20.52.2 cost With of F.P.S. per standard Details of costdesign. for 1chamber Materials(I) Earth work in excavation including refilling and disposal of surplus earth 1.51x1.51x1.25 m = cum 2.85 cum (Rate as per item no. 2.8.1+2.26) ii) Cement concrete 1:5:10 (1 cement 5: fine sand:10 graded stone aggregate 40 mm nominal size ) 1.51x1.51x0.1 m = 0.228 cum say 0.23 cum (Rate as per item no. 4.5.11) cum iii) Second class brick work in cement morar 1:5 (1 cement 5: fine sand) in foundation and plinth 4.52mx0.23x1.00m = 1.04 cum say 1.04cum (Rate as per item no. 6.1.9) cum iv) 12 mm cement plaster 1:3 (1 cement 3: coarse sand) finished with a floating with a floating coat of neat cement 3.60x1.00 = 3.60 sqm 0.90x0.90 = 0.81 sqm = 4.41 sqm. (Rate as per item no. 13.17) sqm v) C.I. Surface box with chained lid each 1 time vi) Carriage of C.I. Surface box

2.85

0.23

1.04

4.41 1.00 3.10

1305 9999

A

vii) Cement concrete 1:2:4(1 cement :2 coarse sand:4 graded stone aggregate 20 mm nominal size) in slab = 1.36m x1.36m x0.15 m = 0.2774 cum Less surface box pai/4xd2xthickness 0.7854x0.156m x0.156m x 0.18 =(-) 0.0034 cum = 0.2740 cum say 0.27 cum (Rate as per item no. 5.3)

cum viii) Mild steel reinforcement for RCC work etc. 0.274cumx80 kg/cum =21.92 kg (Rate as per item no. 5.29.1) kg ix) Form work 0.90mx0.90m = 0.81 sqm 4.52mx0.15m = sqm 0.68 sqm = 1 time x) Sundries 1.49 sqmwater charges@ 1% on Add for (Rate as per item no. 5.14.3) 'A' Add for contractor's profit and overheads @ 10% on (A+B) Cost per one manhole

0.27

21.62

1.49 3.10

9999

A B

Say Rs. 20.53 Construction masonry chamber 120x120x100 cm. Inside with 75 class designation brick work in cement mortar 1:5 (1 cement :5 fine sand) for sluice valve, with C.I. Surface box 100x160x180 mm (inside) with chained lid and RCC top slab 1:2:4 mix(1 cement :2 coarse sand:4 graded stone aggregate 20 mm nominal size) necessary excavation foundation concrete 1:5:10(1 cement 5: fine sand:10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement 3: coarse sand ) 12 mm thick finished with a floating neatbricks cement complete as 20.53.2 cost With of F.P.S. per standard Details of costdesign. for 1chamber Materials(I) Earth work in excavation including refilling and disposal of surplus earth 1.81x1.81x1.25 m = 4.095 cum Say 4.10 cum (Rate as per item no. 2.8.1+2.26)

cum

4.10

each

ii) Cement concrete 1:5:10 (1 cement 5: fine sand:10 graded stone aggregate 40 mm nominal size ) 1.81x1.81x0.1 m = 0.328 cum cum say 0.33 cum (Rate as per class item no. 4.5.11) iii) Second brick work in cement morar 1:5 (1 cement 5: fine sand) in foundation and plinth 5.72mx0.23x1.00m = 1.316 cum say 1.32cum (Rate as per item no. 6.1.9) cum iv) 12 mm cement plaster 1:3 (1 cement 3: coarse sand) finished with a floating with a floating coat of neat cement 4.80x1.00 = 4.80 sqm 1.20x1.20 = 1.44 sqm = 6.42 sqm. (Rate as per item no. 13.17) sqm v) C.I. Surface box with chained lid each 1 time vi) Carriage of C.I. Surface box vii) Cement concrete 1:2:4(1 cement :2 coarse sand:4 graded stone aggregate 20 mm nominal size) in slab = 1.66m x1.66m x0.15 m = 0.4133 cum Less surface box pai/4xd2x thickness 0.7854x0.156m x0.156m x 0.18 =(-) 0.0034 cum = 0.4099 cum say 0.41 cum (Rate as per item no. 5.3) cum viii) Mild steel reinforcement for RCC slab steel @ 80/cum . 0.41cumx80 kg/cum =32.80 kg (Rate as per item no. 5.29.1) kg ix) Form work 1.20mx1.20m = 1.44 sqm 5.72mx0.15m = sqm 0.86 sqm 1 time = x) Sundries 2.30 sqm Add for water charges@ 1% on (Rate as per item no. 5.14.3) 'A' Add for contractor's profit and overheads @ 10% on (A+B) Cost per one manhole

0.33

1.32

6.42 1.00 3.10

1305 9999

A

9999

A

0.41

32.80

2.30 3.10

B

Say Rs.

each

20.54 Construction masonry chamber 60x60x100 cm. Inside with 75 class designation brick work in cement mortar 1:5 (1 cement :5 fine sand) for sluice valve, with C.I. Surface box 350x350 mm top and 165 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix(1 cement :2 coarse sand:4 graded stone aggregate 20 mm nominal size) necessary excavation foundation concrete 1:5:10(1 cement 5: fine sand:10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement 3: coarse sand ) 12 With thick F.P.S.finished bricks with a floating 20.54.2 mm cost of neat complete as Details of costcement for 1chamber per standard design. Materials(I) Earth work in excavation including refilling and disposal of surplus earth 1.21x1.21x1.00 m = 1.464 cum say 1.46 cum (Rate as per item no. 2.8.1+2.26) cum ii) Cement concrete 1:5:10 (1 cement 5: fine sand:10 graded stone aggregate 40 mm nominal size ) 1.21x1.21x0.10 m = 0.146 cum say 0.15 cum (Rate as per item no. 4.5.11) cum iii) Second class brick work in cement morar 1:5 (1 cement 5: fine sand) in foundation and plinth 3.32mx0.23x0.75m = 0.5736 cum say 0.57cum (Rate as per item no. 6.1.9) cum iv) 12 mm cement plaster 1:3 (1 cement 3: coarse sand) finished with a floating with a floating coat of neat cement 2.40x0.75 =1.80 sqm 0.60mx0.60 = 0.36 sqm = 2.16 sqm. (Rate as per item no. 13.17) sqm v) C.I. Surface box with chained lid each 1 time vi) Carriage of C.I. Surface box

1.46

0.15

0.57

2.16 1.00 20.70

1305 9999

A

vii) Cement concrete 1:2:4(1 cement :2 coarse sand:4 graded stone aggregate 20 mm nominal size) in slab = 1.06m x1.06m x0.15 m = 0.1685 cum Less surface box 0.614x0.41m x0.15m =(-) 0.0375 cum = 0.131 cum say0.13 cum (Rate as per item no. 5.3)

cum viii) Mild steel reinforcement for RCC slab steel @ 80/cum . 0.131cumx80 kg/cum =10.48 kg (Rate as per item no. 5.29.1) kg ix)Form work 0.60mx 0.60m = 0.36 sqm 3.32mx0.15m = sqm 0.50 sqm 1 time x) Sundries = 0.86sqm Add for water charges@ 1% on (Rate as per item no. 5.14.3) 'A' Add for contractor's profit and overheads @ 10% on (A+B) Cost per one manhole

0.41

10.48

2.30 3.10

9999

A B

Say Rs. 20.55 Construction masonry chamber 60x45x50 cm. Inside with 75 class designation brick work in cement mortar 1:5 (1 cement :5 fine sand) for sluice valve, with C.I. Surface box 400x200x200 mm (inside) with locking arrangement and RCC top slab 1:2:4 mix(1 cement :2 coarse sand:4 graded stone aggregate 20 mm nominal size) necessary excavation foundation concrete 1:5:10(1 cement 5: fine sand:10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement 3: coarse sand ) 12 With thick F.P.S.finished bricks with a floating 20.55.2 mm cost of of neat complete as Details costcement for 1chamber per standard design. Materials(I) Earth work in excavation including refilling and disposal of surplus earth 1.21x1.06x0.85 m = 1.09 cum (Rate as per item no. 2.8.1+2.26)

cum

1.09

each

ii) Cement concrete 1:5:10 (1 cement 5: fine sand:10 graded stone aggregate 40 mm nominal size ) 1.21x1.06x0.10 m =0.128 cum say 0.13 cum (Rate as per item no. 4.5.11) cum iii) Second class brick work in cement morar 1:5 (1 cement 5: fine sand) in foundation and plinth 3.02mx0.23x0.50m = 0.347 cum say 0.35 cum (Rate as per item no. 6.1.9) cum iv) 12 mm cement plaster 1:3 (1 cement 3: coarse sand) finished with a floating with a floating coat of neat cement 2.10x0.50 =1.05 sqm 0.60mx0.45 = 0.27 sqm = 1.32 sqm. (Rate as per item no. 13.17) sqm v) C.I. Surface box 400x200x200mm (inside) with each locking arrangement. 1 time vi) Carriage of C.I. Surface box vii) Cement concrete 1:2:4(1 cement :2 coarse sand:4 graded stone aggregate 20 mm nominal size) in slab = 1.06m x0.91m x0.25 m = 0.241 cum Less surface box 0.42x0.22m x0.2m =(-) 0.018cum = 0.223 cum say 0.22 cum (Rate as per item no. 5.3) cum viii) Mild steel reinforcement for RCC slab steel @ 80/cum . 0.223 cumx80 kg/cum =17.84 kg (Rate as per item no. 5.29.1) kg ix)Form work 0.60mx 0.45m = 0.27 sqm 3.02mx0.25m = sqm 0.76sqm 1 time x) Sundries = 1.03sqm Add for water charges@ 1% on (Rate as per item no. 5.14.3) 'A' Add for contractor's profit and overheads @ 10% on (A+B) Cost per one manhole

0.13

0.35

1.32 1.00 5.20

1305 9999

A

9999

A

0.22

17.84

1.03 3.10

B

Say Rs. ASBESTOS CEMENT PRESURE PIPES AND SPECIALS Providing and laying A.C. 20.68 pressure pipes(Class15) 20.68.1 80 mm diameter pipe

each

Details of cost for 10 metre Materials80 mm dia A.C. pipe(Weight=5.50x10 = 55kg = 0.60 t) metre tonne Carriage of pipe Labour for laying (Rate as per item no. 20.19) quintal Add for water charges@ 1% on all except 'B' Add for contractor's profit and overheads @ 10% on all except 'B' Cost for 10 metre Cost per metre

10.00 0.06

1398 2310

(B) Rate I/cs water charges C.P. and overheads

0.55

Say Rs. 20.68.2 100 mm diameter pipe Details of cost for 10 metre Materials100 mm dia A.C. pipe(Weight=8.25x10 = 82.5kg metre 100m Carriage of pipe Labour for laying (Rate as per item no. 20.19) quintal Add for water charges@ 1% on all except 'B' Add for contractor's profit and overheads @ 10% on all except 'B' Cost for 10 metre Cost per metre

10.00 0.10

1399 2250

(B) Rate I/cs water charges C.P. and overheads

0.82

Say Rs. 20.68.3 125 mm diameter pipe Details of cost for 10 metre Materials125 mm dia A.C. pipe(Weight=11.25x10 = 112.5 kg) metre 100m Carriage of pipe Labour for laying (Rate as per item no. 20.19) quintal Add for water charges@ 1% on all except 'B' Add for contractor's profit and overheads @ 10% on all except 'B' Cost for 10 metre Cost per metre

10.00 0.10

1400 2251

1.12

10.00 0.10

1401 2252

per metre

(B) Rate I/cs water charges C.P. and overheads

Say Rs. 20.68.4 150 mm diameter pipe Details of cost for 10 metre Materials150 mm dia A.C. pipe(Weight=14.50x10 = 145 kg) metre 100m Carriage of pipe

per metre

per metre

(B) Rate I/cs water charges C.P. and overheads

Labour for laying (Rate as per item no. 20.19) quintal Add for water charges@ 1% on all except 'B' Add for contractor's profit and overheads @ 10% on all except 'B' Cost for 10 metre Cost per metre

(B) Rate I/cs water charges C.P. and overheads

1.45

Say Rs. 20.68.5 200 mm diameter pipe Details of cost for 10 metre Materials200mm dia A.C. pipe(Weight=22x10 = 220kg) metre 100m Carriage of pipe Labour for laying (Rate as per item no. 20.19) quintal Add for water charges@ 1% on all except 'B' Add for contractor's profit and overheads @ 10% on all except 'B' Cost for 10 metre Cost per metre

10.00 0.10

1402 2253

(B) Rate I/cs water charges C.P. and overheads

2.20

Say Rs. 20.68.6 250 mm diameter pipe Details of cost for 10 metre Materials250mm dia A.C. pipe(Weight=29x10 = 290kg) metre 100m Carriage of pipe Labour for laying (Rate as per item no. 20.19) quintal Add for water charges@ 1% on all except 'B' Add for contractor's profit and overheads @ 10% on all except 'B' Cost for 10 metre Cost per metre

10.00 0.10

1403 2254

2.90

10.00 0.10 4.12

1404 2255

per metre

(B) Rate I/cs water charges C.P. and overheads

Say Rs. 20.68.7 300 mm diameter pipe Details of cost for 10 metre Materials300mm dia A.C. pipe(Weight=41.25x10 = 412.5kg) metre 100m Carriage of pipe Labour for laying (Rate as per item no. 20.19) quintal Add for water charges@ 1% on all except 'B'

per metre

per metre

(B) Rate I/cs water charges C.P. and overheads

Add for contractor's profit and overheads @ 10% on all except 'B' Cost for 10 metre Cost per metre Say Rs. Providing and laying plain ended C.I. Bends for asbestos cement 20.69 pressure pipes. 20.69.1 80 mm dia 20.69.1.190° bend. Details of cost for 1 bend. Materialseach Cost of one bend tonne Carriage (Weight = 9.2 kg) Labourquintal (Rate as per item no. 20.20) Add for water charges@ 1% on all except 'B' Add for contractor's profit and overheads @ 10% on all except 'B' Cost of one bend

1.00 0.01

(B) Rate I/cs water charges C.P. and overheads

1473 2309

0.09

Say Rs. 20.69.1.245° bend. Details of cost for 1 bend. Materialseach Cost of one bend tonne Carriage (Weight = 5.6 kg) Labourquintal (Rate as per item no. 20.20) Add for water charges@ 1% on all except 'B' Add for contractor's profit and overheads @ 10% on all except 'B' Cost of one bend

1.00 0.01 0.06

1.00 0.004

each

(B) Rate I/cs water charges C.P. and overheads

1475 2309

0.045

Say Rs. 20.69.1.411 ¼ ° bend.

each

(B) Rate I/cs water charges C.P. and overheads

1479 2309

Say Rs. 20.69.1.322 ½° bend. Details of cost for 1 bend. Materialseach Cost of one bend tonne Carriage (Weight = 4.5 kg) Labourquintal (Rate as per item no. 20.20) Add for water charges@ 1% on all except 'B' Add for contractor's profit and overheads @ 10% on all except 'B' Cost of one bend

per metre

each

Details of cost for 1 bend. Materialseach Cost of one bend tonne Carriage (Weight = 3.5 kg) Labourquintal (Rate as per item no. 20.20) Add for water charges@ 1% on all except 'B' Add for contractor's profit and overheads @ 10% on all except 'B' Cost of one bend

1.00 0.004

1476 2309

(B) Rate I/cs water charges C.P. and overheads

0.035

Say Rs. 20.69.2 100mm dia 20.69.2.190 ° bend. Details of cost for 1 bend. Materialseach Cost of one bend tonne Carriage (Weight =15.5 kg) Labourquintal (Rate as per item no. 20.20) Add for water charges@ 1% on all except 'B' Add for contractor's profit and overheads @ 10% on all except 'B' Cost of one bend

1.00 0.02

1477 2309

(B) Rate I/cs water charges C.P. and overheads

0.16

Say Rs. 20.69.2.245 ° bend. Details of cost for 1 bend. Materialseach Cost of one bend tonne Carriage (Weight =10.8 kg) Labourquintal (Rate as per item no. 20.20) Add for water charges@ 1% on all except 'B' Add for contractor's profit and overheads @ 10% on all except 'B' Cost of one bend

1.00 0.01

1478 2309

0.11

1.00 0.01 0.06

1479 2309

each

(B) Rate I/cs water charges C.P. and overheads

Say Rs. 20.69.2.322 ½° bend. Details of cost for 1 bend. Materialseach Cost of one bend tonne Carriage (Weight = 6.5 kg) Labourquintal (Rate as per item no. 20.20) Add for water charges@ 1% on all except 'B'

each

each

(B) Rate I/cs water charges C.P. and overheads

Add for contractor's profit and overheads @ 10% on all except 'B' Cost of one bend Say Rs. 20.69.2.411 ¼ ° bend. Details of cost for 1 bend. Materialseach Cost of one bend tonne Carriage (Weight = 5.5 kg) Labourquintal (Rate as per item no. 20.20) Add for water charges@ 1% on all except 'B' Add for contractor's profit and overheads @ 10% on all except 'B' Cost of one bend

1.00 0.01

1480 2309

(B) Rate I/cs water charges C.P. and overheads

0.06

Say Rs. 20.69.3 125mm dia 20.69.3.190 ° bend. Details of cost for 1 bend. Materialseach Cost of one bend tonne Carriage (Weight =21.6 kg) Labourquintal (Rate as per item no. 20.20) Add for water charges@ 1% on all except 'B' Add for contractor's profit and overheads @ 10% on all except 'B' Cost of one bend

1.00 0.02

1481 2309

0.22

1.00 0.01

1482 2309

each tonne

0.14

1.00 0.01

1483 2309

each

(B) Rate I/cs water charges C.P. and overheads

Say Rs. 20.69.3.322 ½° bend. Details of cost for 1 bend. MaterialsCost of one bend Carriage (Weight = 9.5 kg)

each

(B) Rate I/cs water charges C.P. and overheads

Say Rs. 20.69.3.245 ° bend. Details of cost for 1 bend. Materialseach Cost of one bend tonne Carriage (Weight =13.7 kg) Labourquintal (Rate as per item no. 20.20) Add for water charges@ 1% on all except 'B' Add for contractor's profit and overheads @ 10% on all except 'B' Cost of one bend

each

each

(B) Rate I/cs water charges C.P. and

Labourquintal (Rate as per item no. 20.20) Add for water charges@ 1% on all except 'B' Add for contractor's profit and overheads @ 10% on all except 'B' Cost of one bend

C.P. and overheads 0.10

Say Rs. 20.69.3.411 ¼ ° bend. Details of cost for 1 bend. Materialseach Cost of one bend tonne Carriage (Weight =8.8 kg) Labourquintal (Rate as per item no. 20.20) Add for water charges@ 1% on all except 'B' Add for contractor's profit and overheads @ 10% on all except 'B' Cost of one bend

1.00 0.01

1484 2309

(B) Rate I/cs water charges C.P. and overheads

0.09

Say Rs. 20.69.4 150mm dia 20.69.4.190 ° bend. Details of cost for 1 bend. Materialseach Cost of one bend tonne Carriage (Weight =33.2 kg) Labourquintal (Rate as per item no. 20.20) Add for water charges@ 1% on all except 'B' Add for contractor's profit and overheads @ 10% on all except 'B' Cost of one bend

1.00 0.03

1485 2309

0.22

1.00 0.02

each

(B) Rate I/cs water charges C.P. and overheads

Say Rs. 20.69.4.245 ° bend. Details of cost for 1 bend. Materialseach Cost of one bend tonne Carriage (Weight =21.9 kg) Labourquintal (Rate as per item no. 20.20) Add for water charges@ 1% on all except 'B' Add for contractor's profit and overheads @ 10% on all except 'B' Cost of one bend

each

1486 2309

each

(B) Rate I/cs water charges C.P. and overheads

0.22

Say Rs.

each

20.69.4.322 ½° bend. Details of cost for 1 bend. Materialseach Cost of one bend tonne Carriage (Weight =14 kg) Labourquintal (Rate as per item no. 20.20) Add for water charges@ 1% on all except 'B' Add for contractor's profit and overheads @ 10% on all except 'B' Cost of one bend

1.00 0.01

(B) Rate I/cs water charges C.P. and overheads

1487 2309

0.14

Say Rs. 20.69.4.411 ¼ ° bend. Details of cost for 1 bend. Materialseach Cost of one bend tonne Carriage (Weight =12.6 kg) Labourquintal (Rate as per item no. 20.20) Add for water charges@ 1% on all except 'B' Add for contractor's profit and overheads @ 10% on all except 'B' Cost of one bend

1.00 0.01

1488 2309

(B) Rate I/cs water charges C.P. and overheads

0.13

Say Rs. 20.69.5 200 mm dia 20.69.5.190 ° bend. Details of cost for 1 bend. Materialseach Cost of one bend tonne Carriage (Weight =59.5 kg) Labourquintal (Rate as per item no. 20.20) Add for water charges@ 1% on all except 'B' Add for contractor's profit and overheads @ 10% on all except 'B' Cost of one bend

1.00 0.06

1489 2309

0.60

1.00 0.04 0.40

1490 2309

each

(B) Rate I/cs water charges C.P. and overheads

Say Rs. 20.69.5.245 ° bend. Details of cost for 1 bend. Materialseach Cost of one bend tonne Carriage (Weight =40 kg) Labourquintal (Rate as per item no. 20.20) Add for water charges@ 1% on all except 'B'

each

each

(B) Rate I/cs water charges C.P. and overheads

Add for contractor's profit and overheads @ 10% on all except 'B' Cost of one bend Say Rs. 20.69.5.322 ½° bend. Details of cost for 1 bend. Materialseach Cost of one bend tonne Carriage (Weight =26.5 kg) Labourquintal (Rate as per item no. 20.20) Add for water charges@ 1% on all except 'B' Add for contractor's profit and overheads @ 10% on all except 'B' Cost of one bend

1.00 0.03

(B) Rate I/cs water charges C.P. and overheads

1491 2309

0.265

Say Rs. 20.69.6 250 mm dia 20.69.6.190 ° bend. Details of cost for 1 bend. Materialseach Cost of one bend tonne Carriage (Weight =101 kg) Labourquintal (Rate as per item no. 20.20) Add for water charges@ 1% on all except 'B' Add for contractor's profit and overheads @ 10% on all except 'B' Cost of one bend

1.00 0.10

1492 2309

1.01

1.00 0.06

each

1493 2309 (B) Rate I/cs water charges C.P. and overheads

0.58

Say Rs. 20.69.6.322 ½° bend. Details of cost for 1 bend. Materials-

each

(B) Rate I/cs water charges C.P. and overheads

Say Rs. 20.69.6.245 ° bend. Details of cost for 1 bend. Materialseach Cost of one bend tonne Carriage (Weight =57.6 kg) Labourquintal (Rate as per item no. 20.20) Add for water charges@ 1% on all except 'B' Add for contractor's profit and overheads @ 10% on all except 'B' Cost of one bend

each

each

each Cost of one bend tonne Carriage (Weight =40.4 kg) Labourquintal (Rate as per item no. 20.20) Add for water charges@ 1% on all except 'B' Add for contractor's profit and overheads @ 10% on all except 'B' Cost of one bend

1.00 0.04

1494 2309

(B) Rate I/cs water charges C.P. and overheads

0.04

Say Rs. Providing and laying plain ended C.I. Tees for asbestos cement 20.70 pressure pipes 20.70.1 80x80 mm plain ended C.I. Tee Details of cost for 1 tee. Materialseach Cost of tee tonne Carriage (Weight =7.7 kg) Labourquintal (Rate as per item no. 20.20) Add for water charges@ 1% on all except 'B' Add for contractor's profit and overheads @ 10% on all except 'B' Cost of one tee.

1.00 0.01

1495 2309

(B) Rate I/cs water charges C.P. and overheads

0.08

Say Rs. 20.70.2 100x80 mm plain ended C.I. Tee Details of cost for 1 tee. Materialseach Cost of tee tonne Carriage (Weight =10.7 kg) Labourquintal (Rate as per item no. 20.20) Add for water charges@ 1% on all except 'B' Add for contractor's profit and overheads @ 10% on all except 'B' Cost of one tee.

1.00 0.01

each

(B) Rate I/cs water charges C.P. and overheads

1496 2309

0.11

Say Rs. 20.70.3 100x100 mm plain ended C.I. Tee Details of cost for 1 tee. Materialseach Cost of tee tonne Carriage (Weight =11.5 kg) Labourquintal (Rate as per item no. 20.20) Add for water charges@ 1% on all except 'B'

each

1.00 0.01 0.12

1497 2309

each

(B) Rate I/cs water charges C.P. and overheads

Add for contractor's profit and overheads @ 10% on all except 'B' Cost of one tee. Say Rs. 20.70.4 125x125 mm plain ended C.I. Tee Details of cost for 1 tee. Materialseach Cost of tee tonne Carriage (Weight =20.0 kg) Labourquintal (Rate as per item no. 20.20) Add for water charges@ 1% on all except 'B' Add for contractor's profit and overheads @ 10% on all except 'B' Cost of one tee.

1.00 0.02

(B) Rate I/cs water charges C.P. and overheads

1498 2309

0.20

Say Rs. 20.70.5 150x80 mm plain ended C.I. Tee Details of cost for 1 tee. Materialseach Cost of tee tonne Carriage (Weight =18.0 kg) Labourquintal (Rate as per item no. 20.20) Add for water charges@ 1% on all except 'B' Add for contractor's profit and overheads @ 10% on all except 'B' Cost of one tee.

1.00 0.02

1499 2309

0.18

1.00 0.02

1500 2309

0.20

1.00 0.02

1501 2309

each

(B) Rate I/cs water charges C.P. and overheads

Say Rs. 20.70.7 150x125 mm plain ended C.I. Tee Details of cost for 1 tee. Materialseach Cost of tee tonne Carriage (Weight =23 kg)

each

(B) Rate I/cs water charges C.P. and overheads

Say Rs. 20.70.6 150x100 mm plain ended C.I. Tee Details of cost for 1 tee. Materialseach Cost of tee tonne Carriage (Weight =20.5 kg) Labourquintal (Rate as per item no. 20.20) Add for water charges@ 1% on all except 'B' Add for contractor's profit and overheads @ 10% on all except 'B' Cost of one tee.

each

each

(B) Rate I/cs water charges C.P. and overheads

Labourquintal (Rate as per item no. 20.20) Add for water charges@ 1% on all except 'B' Add for contractor's profit and overheads @ 10% on all except 'B' Cost of one tee.

(B) Rate I/cs water charges C.P. and overheads

0.23

Say Rs. 20.70.8 150x150 mm plain ended C.I. Tee Details of cost for 1 tee. Materialseach Cost of tee tonne Carriage (Weight =26 kg) Labourquintal (Rate as per item no. 20.20) Add for water charges@ 1% on all except 'B' Add for contractor's profit and overheads @ 10% on all except 'B' Cost of one tee.

1.00 0.03

1502 2309

(B) Rate I/cs water charges C.P. and overheads

0.26

Say Rs. 20.70.9 200x80 mm plain ended C.I. Tee Details of cost for 1 tee. Materialseach Cost of tee tonne Carriage (Weight =25.5 kg) Labourquintal (Rate as per item no. 20.20) Add for water charges@ 1% on all except 'B' Add for contractor's profit and overheads @ 10% on all except 'B' Cost of one tee.

1.00 0.03

1503 2309

0.26

1.00 0.03

1504 2309

each

(B) Rate I/cs water charges C.P. and overheads

0.28

Say Rs. 20.70.11 200x125 mm plain ended C.I. Tee

each

(B) Rate I/cs water charges C.P. and overheads

Say Rs. 20.70.10 200x100 mm plain ended C.I. Tee Details of cost for 1 tee. Materialseach Cost of tee tonne Carriage (Weight =28.5 kg) Labourquintal (Rate as per item no. 20.20) Add for water charges@ 1% on all except 'B' Add for contractor's profit and overheads @ 10% on all except 'B' Cost of one tee.

each

each

Details of cost for 1 tee. Materialseach Cost of tee tonne Carriage (Weight =32 kg) Labourquintal (Rate as per item no. 20.20) Add for water charges@ 1% on all except 'B' Add for contractor's profit and overheads @ 10% on all except 'B' Cost of one tee.

1.00 0.03

1505 2309

(B) Rate I/cs water charges C.P. and overheads

0.32

Say Rs. 20.70.12 200x200 mm plain ended C.I. Tee Details of cost for 1 tee. Materialseach Cost of tee tonne Carriage (Weight =40.5 kg) Labourquintal (Rate as per item no. 20.20) Add for water charges@ 1% on all except 'B' Add for contractor's profit and overheads @ 10% on all except 'B' Cost of one tee.

1.00 0.04

1506 2309

(B) Rate I/cs water charges C.P. and overheads

0.40

Say Rs. 20.70.13 250x250mm plain ended C.I. Tee Details of cost for 1 tee. Materialseach Cost of tee tonne Carriage (Weight =78.8 kg) Labourquintal (Rate as per item no. 20.20) Add for water charges@ 1% on all except 'B' Add for contractor's profit and overheads @ 10% on all except 'B' Cost of one tee.

1.00 0.08

1507 2309

0.79

1.00 0.08 0.81

1508 2309

each

(B) Rate I/cs water charges C.P. and overheads

Say Rs. 20.70.14 300x100 mm plain ended C.I. Tee Details of cost for 1 tee. Materialseach Cost of tee tonne Carriage (Weight =80.6 kg) Labourquintal (Rate as per item no. 20.20) Add for water charges@ 1% on all except 'B'

each

each

(B) Rate I/cs water charges C.P. and overheads

Add for contractor's profit and overheads @ 10% on all except 'B' Cost of one tee. Say Rs. 20.70.15 300x200 mm plain ended C.I. Tee Details of cost for 1 tee. Materialseach Cost of tee tonne Carriage (Weight = 98.2 kg) Labourquintal (Rate as per item no. 20.20) Add for water charges@ 1% on all except 'B' Add for contractor's profit and overheads @ 10% on all except 'B' Cost of one tee.

1.00 0.10

1509 2309

(B) Rate I/cs water charges C.P. and overheads

0.98

Say Rs. Providing and laying plain ended C.I. Crosses for asbestos cement 20.71 pressure pipes 80x80x80x80 mm plain ended 20.71.1 C.I. Cross Details of cost for 1 cross. Materialseach Cost of cross. tonne Carriage (Weight = 98.2 kg) Labourquintal (Rate as per item no. 20.20) Add for water charges@ 1% on all except 'B' Add for contractor's profit and overheads @ 10% on all except 'B' Cost of one cross.

1.00 0.10

1510 2309

0.10

1.00 0.01

1511 2309

mm

plain

each

(B) Rate I/cs water charges C.P. and overheads

0.14

Say Rs. 100x100x100x100 20.71.3 ended C.I. Cross

each

(B) Rate I/cs water charges C.P. and overheads

Say Rs. 100x100x80x80 mm plain ended 20.71.2 C.I. Cross Details of cost for 1 cross. Materialseach Cost of cross. tonne Carriage (Weight = 13.5 kg) Labourquintal (Rate as per item no. 20.20) Add for water charges@ 1% on all except 'B' Add for contractor's profit and overheads @ 10% on all except 'B' Cost of one cross.

each

each

Details of cost for 1 cross. Materialseach Cost of cross. tonne Carriage (Weight = 15.6 kg) Labourquintal (Rate as per item no. 20.20) Add for water charges@ 1% on all except 'B' Add for contractor's profit and overheads @ 10% on all except 'B' Cost of one cross.

1.00 0.02

1512 2309

(B) Rate I/cs water charges C.P. and overheads

0.16

Say Rs. 125x125x125x125 mm plain 20.71.4 ended C.I. Cross Details of cost for 1 cross. Materialseach Cost of cross. tonne Carriage (Weight = 23.2 kg) Labourquintal (Rate as per item no. 20.20) Add for water charges@ 1% on all except 'B' Add for contractor's profit and overheads @ 10% on all except 'B' Cost of one cross.

1.00 0.02

1513 2309

(B) Rate I/cs water charges C.P. and overheads

0.23

Say Rs. 150x150x80x80 mm plain ended 20.71.4 C.I. Cross Details of cost for 1 cross. Materialseach Cost of cross. tonne Carriage (Weight = 22.1 kg) Labourquintal (Rate as per item no. 20.20) Add for water charges@ 1% on all except 'B' Add for contractor's profit and overheads @ 10% on all except 'B' Cost of one cross.

1.00 0.02

1514 2309

0.22

1.00 0.003 0.22

1515 2309

each

(B) Rate I/cs water charges C.P. and overheads

Say Rs. Providing and laying plain ended C.I. Caps for asbestos cement 20.72 pressure pipes 20.72.1 80 mm plain ended C.I. Cap Details of cost for 1 cap Materialseach Cost of cap tonne Carriage (Weight = 2.6 kg) Labourquintal (Rate as per item no. 20.20)

each

each

(B) Rate I/cs water charges C.P. and overheads

Add for water charges@ 1% on all except 'B' Add for contractor's profit and overheads @ 10% on all except 'B' Cost of one Cap. Say Rs. 20.72.2 100 mm plain ended C.I. Cap Details of cost for 1 cap Materialseach Cost of cap tonne Carriage (Weight = 5.1 kg) Labourquintal (Rate as per item no. 20.20) Add for water charges@ 1% on all except 'B' Add for contractor's profit and overheads @ 10% on all except 'B' Cost of one Cap.

1.00 0.005

1516 2309

(B) Rate I/cs water charges C.P. and overheads

0.05

Say Rs. 20.72.3 150 mm plain ended C.I. Cap Details of cost for 1 cap Materialseach Cost of cap tonne Carriage (Weight = 7.8 kg) Labourquintal (Rate as per item no. 20.20) Add for water charges@ 1% on all except 'B' Add for contractor's profit and overheads @ 10% on all except 'B' Cost of one Cap.

1.00 0.008

1517 2309

0.08

1.00 0.01

1518 2309

each tonne

0.14

1.00 0.02

1519 2309

each

(B) Rate I/cs water charges C.P. and overheads

Say Rs. 20.72.5 250 mm plain ended C.I. Cap Details of cost for 1 cap MaterialsCost of cap Carriage (Weight = 20 kg)

each

(B) Rate I/cs water charges C.P. and overheads

Say Rs. 20.72.4 200 mm plain ended C.I. Cap Details of cost for 1 cap Materialseach Cost of cap tonne Carriage (Weight = 13.6 kg) Labourquintal (Rate as per item no. 20.20) Add for water charges@ 1% on all except 'B' Add for contractor's profit and overheads @ 10% on all except 'B' Cost of one Cap.

each

each

(B) Rate I/cs water charges C.P. and overheads

Labourquintal (Rate as per item no. 20.20) Add for water charges@ 1% on all except 'B' Add for contractor's profit and overheads @ 10% on all except 'B' Cost of one Cap.

(B) Rate I/cs water charges C.P. and overheads

0.20

Say Rs. Providing and laying plain ended C.I.flange for asbestos cement 20.73 pressure pipes 20.73.1 80 mm plain ended C.I. flange adopter Details of cost for 1 flange adopter Materialseach Cost of flange adopter tonne Carriage (Weight = 6.4 kg) Labourquintal (Rate as per item no. 20.20) Add for water charges@ 1% on all except 'B' Add for contractor's profit and overheads @ 10% on all except 'B' Cost of one flange adopter.

1.00 0.006

1520 2309

(B) Rate I/cs water charges C.P. and overheads

0.06

Say Rs. 20.73.2 100 mm plain ended C.I. flange adopter Details of cost for 1 flange adopter Materialseach Cost of flange adopter tonne Carriage (Weight = 8.5 kg) Labourquintal (Rate as per item no. 20.20) Add for water charges@ 1% on all except 'B' Add for contractor's profit and overheads @ 10% on all except 'B' Cost of one flange adopter.

1.00 0.008

1521 2309

0.08

1.00 0.02 0.15

1522 2309

each

(B) Rate I/cs water charges C.P. and overheads

Say Rs. 20.73.3 150 mm plain ended C.I. flange adopter Details of cost for 1 flange adopter Materialseach Cost of flange adopter tonne Carriage (Weight =15.2 kg) Labourquintal (Rate as per item no. 20.20) Add for water charges@ 1% on all except 'B'

each

each

(B) Rate I/cs water charges C.P. and overheads

Add for contractor's profit and overheads @ 10% on all except 'B' Cost of one flange adopter. Say Rs. 20.73.4 250 mm plain ended C.I. flange adopter Details of cost for 1 flange adopter Materialseach Cost of flange adopter tonne Carriage (Weight = 20 kg) Labourquintal (Rate as per item no. 20.20) Add for water charges@ 1% on all except 'B' Add for contractor's profit and overheads @ 10% on all except 'B' Cost of one flange adopter.

1.00 0.02

1519 2309

(B) Rate I/cs water charges C.P. and overheads

0.20

Say Rs. Providing and laying plain ended C.I. reducers for asbestos cement 20.74 pressure pipes 100x80 mm plain ended C.I. 20.74.1 reducers Details of cost for 1 reducers Materialseach Cost of reducers tonne Carriage (Weight =5 kg) Labourquintal (Rate as per item no. 20.20) Add for water charges@ 1% on all except 'B' Add for contractor's profit and overheads @ 10% on all except 'B' Cost of one reducers .

1.00 0.005

each

(B) Rate I/cs water charges C.P. and overheads

1524 2309

0.05

Say Rs. 125x80 mm plain ended C.I. 20.74.2 reducers Details of cost for 1 reducers Materialseach Cost of reducers tonne Carriage (Weight =6.9 kg) Labourquintal (Rate as per item no. 20.20) Add for water charges@ 1% on all except 'B' Add for contractor's profit and overheads @ 10% on all except 'B' Cost of one reducers .

each

1.00 0.007

each

(B) Rate I/cs water charges C.P. and overheads

1525 2309

0.07

Say Rs.

each

125x100 mm plain ended C.I. 20.74.3 reducers Details of cost for 1 reducers Materialseach Cost of reducers tonne Carriage (Weight =8.7 kg) Labourquintal (Rate as per item no. 20.20) Add for water charges@ 1% on all except 'B' Add for contractor's profit and overheads @ 10% on all except 'B' Cost of one reducers .

1.00 0.01

1526 2309

(B) Rate I/cs water charges C.P. and overheads

0.09

Say Rs. 150x80 mm plain ended C.I. 20.74.4 reducers Details of cost for 1 reducers Materialseach Cost of reducers tonne Carriage (Weight =12.3 kg) Labourquintal (Rate as per item no. 20.20) Add for water charges@ 1% on all except 'B' Add for contractor's profit and overheads @ 10% on all except 'B' Cost of one reducers .

1.00 0.01

1527 2309

(B) Rate I/cs water charges C.P. and overheads

0.10

Say Rs. 150x100 mm plain ended C.I. 20.74.5 reducers Details of cost for 1 reducers Materialseach Cost of reducers tonne Carriage (Weight =12.3 kg) Labourquintal (Rate as per item no. 20.20) Add for water charges@ 1% on all except 'B' Add for contractor's profit and overheads @ 10% on all except 'B' Cost of one reducer .

1.00 0.01

1528 2309

0.12

1.00 0.02 0.19

1529 2309

each

(B) Rate I/cs water charges C.P. and overheads

Say Rs. 200x150 mm plain ended C.I. 20.74.6 reducers Details of cost for 1 reducers Materialseach Cost of reducers tonne Carriage (Weight =18.6 kg) Labourquintal (Rate as per item no. 20.20)

each

each

(B) Rate I/cs water charges C.P. and overheads

Add for water charges@ 1% on all except 'B' Add for contractor's profit and overheads @ 10% on all except 'B' Cost of one reducer . Say Rs. 250x150 mm plain ended C.I. 20.74.7 reducers Details of cost for 1 reducers Materialseach Cost of reducers tonne Carriage (Weight =21.9 kg) Labourquintal (Rate as per item no. 20.20) Add for water charges@ 1% on all except 'B' Add for contractor's profit and overheads @ 10% on all except 'B' Cost of one reducer .

1.00 0.02

1530 2309

(B) Rate I/cs water charges C.P. and overheads

0.22

Say Rs. 300x200 mm plain ended C.I. 20.74.8 reducers Details of cost for 1 reducers Materialseach Cost of reducers tonne Carriage (Weight =63.5 kg) Labourquintal (Rate as per item no. 20.20) Add for water charges@ 1% on all except 'B' Add for contractor's profit and overheads @ 10% on all except 'B' Cost of one reducer .

1.00 0.06

1531 2309

0.64

10.00

1385

0.04

2309

0.30 0.30

116 117

each

(B) Rate I/cs water charges C.P. and overheads

Say Rs. 20.75 Providing cast iron detachable joints to asbestos cement pressure pipes and plain ended C.I. Specials with collars rubber rings, flanges, bolts and nuts etc.complete, including testing of joints: 20.75.1 80 mm diameter pipes Details of cost for 10 joints Materials80 mm C.I. Detachable joint complete each Carriage of all materials (Weight = 4.08x10 =40.8 kg tonne =0.04 t) Laboureach Fitter each Asstt. Fitter

each

each

each Beldar Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for 10 joints Cost per one joint 20.75.2 100 mm diameter pipes Details of cost for 10 joints Materials100 mm C.I. Detachable joint complete each Carriage of all materials (Weight = 5.90x10 =59 kg =0.06 t) tonne Laboureach Fitter each Asstt. Fitter each Beldar Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for 10 joints Cost per one joint 20.75.3 125 mm diameter pipes Details of cost for 10 joints Materials125 mm C.I. Detachable joint complete each Carriage of all materials (Weight = 7.71x10 = 77 kg =0.08 t) tonne Laboureach Fitter each Asstt. Fitter each Beldar Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for 10 joints Cost per one joint 20.75.4 150 mm diameter pipes Details of cost for 10 joints Materials150 mm C.I. Detachable joint complete each Carriage of all materials (Weight = 9.30x10 = 93 kg =0.09 t) tonne Laboureach Fitter each Asstt. Fitter

1.60

114

10.00

1386

0.06

2309

0.50 0.50 2.00

116 117 114

10.00

1387

0.08

2309

0.50 0.50 2.00

116 117 114

10.00

1388

0.09

2309

0.60 0.60

116 117

Say Rs.

each

Say Rs.

each

Say Rs.

each

each Beldar Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for 10 joints Cost per one joint 20.75.5 200 mm diameter pipes Details of cost for 10 joints Materials200 mm C.I. Detachable joint complete each Carriage of all materials (Weight = 14.97x10 = 149.70 kg =0.15 t) tonne Laboureach Fitter each Asstt. Fitter each Beldar Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for 10 joints Cost per one joint 20.75.6 250 mm diameter pipes Details of cost for 10 joints Materials250 mm C.I. Detachable joint complete each Carriage of all materials (Weight = 22.00x10 = 220 kg =0.22 t) tonne Laboureach Fitter each Asstt. Fitter each Beldar Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for 10 joints Cost per one joint 20.75.7 300 mm diameter pipes Details of cost for 10 joints Materials300 mm C.I. Detachable joint complete each Carriage of all materials (Weight =29.00 x 10 = 290 = 0.29 t) tonne Laboureach Fitter each Asstt. Fitter

2.20

114

10.00

1389

0.15

2309

0.60 0.60 2.20

116 117 114

10.00

1390

0.22

2309

0.50 0.80 2.60

116 117 114

10.00

1391

0.29

2309

0.80 0.80

116 117

Say Rs.

each

Say Rs.

each

Say Rs.

each

each Beldar Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for 10 joints Cost per one joint

2.60

114

Say Rs. Painting G.I. Pipe and fittings with white paint over a ready mixed priming coat, both of approved quality for new work 20.76 20.76.1 15 mm diameter pipe Details of cost for 10 metre Perimeter = 0.0673 metre Area = 10x0.0673 m = 0.673 sqm Priming coatsqm (Rate as per item no. 13.81.3 Finishing sub-head) Painting two coats excluding sqm priming coat with white paint on new work. (Rate as per item no. 13.82.1 of S.H. finishing ). 1 time Add for delay Add for water charges@ 1% on 'A' Add for contractor's profit and overheads @ 10% on (A+B) Cost for 10 metre Cost for one metre 20.76.2 20 mm diameter pipe Details of cost for 10 metre Perimeter = 0.0845 metre Area = 10x0.0845 m = 0.845 sqm Priming coatsqm (Rate as per item no. 13.81.3 Finishing sub-head) Painting two coats excluding sqm priming coat with white paint on new work. (Rate as per item no. 13.82.1 of S.H. finishing ). 1 time Add for delay Add for water charges@ 1% on 'A' Add for contractor's profit and overheads @ 10% on (A+B) Cost for 10 metre Cost for one metre 20.76.3 25 mm diameter pipe Details of cost for 10 metre Perimeter = 0.1061 metre Area = 10x0.1061 m = 1.061 sqm Priming coatsqm (Rate as per item no. 13.81.3 Finishing sub-head)

each

0.67

0.67 5.20

9999

A B

Say Rs.

each

0.85

0.85 5.20

9999

A B

Say Rs.

1.06

each

Painting two coats excluding priming coat with white paint on sqm new work. (Rate as per item no. 13.82.1 of S.H. finishing ). 1 time Add for delay Add for water charges@ 1% on 'A' Add for contractor's profit and overheads @ 10% on (A+B) Cost for 10 metre Cost for one metre 20.76.4 32 mm diameter pipe Details of cost for 10 metre Perimeter = 0.1334 metre Area = 10x0.1334 m = 1.334 sqm Priming coatsqm (Rate as per item no. 13.81.3 Finishing sub-head) Painting two coats excluding priming coat with white paint on sqm new work. (Rate as per item no. 13.82.1 of S.H. finishing ). 1 time Add for delay Add for water charges@ 1% on 'A' Add for contractor's profit and overheads @ 10% on (A+B) Cost for 10 metre Cost for one metre 20.76.5 40 mm diameter pipe Details of cost for 10 metre Perimeter = 0.1520 metre Area = 10x0.1520 m = 1.520 sqm Priming coatsqm (Rate as per item no. 13.81.3 Finishing sub-head) Painting two coats excluding priming coat with white paint on sqm new work. (Rate as per item no. 13.82.1 of S.H. finishing ). 1 time Add for delay Add for water charges@ 1% on 'A' Add for contractor's profit and overheads @ 10% on (A+B) Cost for 10 metre Cost for one metre 20.76.6 50 mm diameter pipe Details of cost for 10 metre

1.06 7.80

9999

A B

Say Rs.

each

1.33

1.33 7.80

9999

A B

Say Rs.

each

1.520

1.520 10.35

9999

A B

Say Rs.

each

Perimeter = 0.1894 metre Area = 10m.x0.1894 sqm = 1.894 sqm sqm Priming coat(Rate as per item no. 13.81.3 Finishing sub-head) Painting two coats excluding priming coat with white paint on sqm new work. (Rate as per item no. 13.82.1 of S.H. finishing ). 1 time Add for delay Add for water charges@ 1% on 'A' Add for contractor's profit and overheads @ 10% on (A+B) Cost for 10 metre Cost for one metre Repainting G.I. Pipes and fittings with white paint of approved 20.77 quality. 20.77.1 15 mm diameter pipe Details of cost for 10 metre Painting one coat with white paint on old work,(Rate as per item no. sqm 13.82.3 of S.H. finishing) 1 time Add for delay Add for water charges@ 1% on 'A' Add for contractor's profit and overheads @ 10% on (A+B) Cost for 10 metre Cost for one metre 20.77.2 20 mm diameter pipe Details of cost for 10 metre Painting one coat with white paint on old work,(Rate as per item no. sqm 13.82.3 of S.H. finishing) 1 time Add for delay Add for water charges@ 1% on 'A' Add for contractor's profit and overheads @ 10% on (A+B) Cost for 10 metre Cost for one metre 20.77.3 25 mm diameter pipe Details of cost for 10 metre Painting one coat with white paint on old work,(Rate as per item no. sqm 13.82.3 of S.H. finishing) 1 time Add for delay

1.89

1.89 10.35

9999

A B

Say Rs.

each

0.67 3.10

9999

A B

Say Rs.

each

0.85 3.10

9999

A B

Say Rs.

each

1.06 4.15

9999

A

Add for water charges@ 1% on 'A' Add for contractor's profit and overheads @ 10% on (A+B) Cost for 10 metre Cost for one metre 20.77.4 32 mm diameter pipe Details of cost for 10 metre Painting one coat with white paint on old work,(Rate as per item no. sqm 13.82.3 of S.H. finishing) Add for delay 1 time Add for water charges@ 1% on 'A' Add for contractor's profit and overheads @ 10% on (A+B) Cost for 10 metre Cost for one metre 20.77.5 40 mm diameter pipe Details of cost for 10 metre Painting one coat with white paint on old work,(Rate as per item no. sqm 13.82.3 of S.H. finishing) 1 time Add for delay Add for water charges@ 1% on 'A' Add for contractor's profit and overheads @ 10% on (A+B) Cost for 10 metre Cost for one metre 20.77.6 50 mm diameter pipe Details of cost for 10 metre Painting one coat with white paint on old work,(Rate as per item no. sqm 13.82.3 of S.H. finishing) 1 time Add for delay Add for water charges@ 1% on 'A' Add for contractor's profit and overheads @ 10% on (A+B) Cost for 10 metre Cost for one metre

Painting G.I. Pipes and fittings with two coats of anti-corrosive 20.78 bitumastic paint of approved quality. 20.78.1 15 mm diameter pipe Details of cost for 10 metre

B

Say Rs.

each

1.33 4.20

9999

A B

Say Rs.

each

1.52 5.20

9999

A B

Say Rs.

each

1.89 5.20

9999

A B

Say Rs.

each

Painting with anti - corrosive paint two coats.(Rate as per item no. 13.97.1 of sub-heads finishing) sqm 1 time Add for delay Add for water charges@ 1% on 'A' Add for contractor's profit and overheads @ 10% on (A+B) Cost for 10 metre Cost for one metre 20.78.2 20 mm diameter pipe Details of cost for 10 metre Painting with anti - corrosive paint two coats.(Rate as per item no. 13.97.1 of sub-heads finishing) sqm 1 time Add for delay Add for water charges@ 1% on 'A' Add for contractor's profit and overheads @ 10% on (A+B) Cost for 10 metre Cost for one metre 20.78.3 25 mm diameter pipe Details of cost for 10 metre Painting with anti - corrosive paint two coats.(Rate as per item no. 13.97.1 of sub-heads finishing) sqm 1 time Add for delay Add for water charges@ 1% on 'A' Add for contractor's profit and overheads @ 10% on (A+B) Cost for 10 metre Cost for one metre 20.78.4 32 mm diameter pipe Details of cost for 10 metre Painting with anti - corrosive paint two coats.(Rate as per item no. 13.97.1 of sub-heads finishing) sqm Add for delay 1 time Add for water charges@ 1% on 'A' Add for contractor's profit and overheads @ 10% on (A+B) Cost for 10 metre Cost for one metre 20.78.5 40 mm diameter pipe Details of cost for 10 metre

0.67 3.10 9999

A B

Say Rs.

0.85 3.10 9999

each

A B

Say Rs.

1.06 4.15 9999

each

A B

Say Rs.

1.33 4.15 9999

each

A B

Say Rs.

each

Painting with anti - corrosive paint two coats.(Rate as per item no. 13.97.1 of sub-heads finishing) sqm 1 time Add for delay Add for water charges@ 1% on 'A' Add for contractor's profit and overheads @ 10% on (A+B) Cost for 10 metre Cost for one metre 20.78.6 50 mm diameter pipe Details of cost for 10 metre Painting with anti - corrosive paint two coats.(Rate as per item no. 13.97.1 of sub-heads finishing) sqm 1 time Add for delay Add for water charges@ 1% on 'A' Add for contractor's profit and overheads @ 10% on (A+B) Cost for 10 metre Cost for one metre 20.78.7 65 mm diameter pipe Details of cost for 10 metre Painting with anti - corrosive paint two coats.(Rate as per item no. 13.97.1 of sub-heads finishing) sqm 1 time Add for delay Add for water charges@ 1% on 'A' Add for contractor's profit and overheads @ 10% on (A+B) Cost for 10 metre Cost for one metre 20.78.8 80 mm diameter pipe Details of cost for 10 metre Painting with anti - corrosive paint two coats.(Rate as per item no. 13.97.1 of sub-heads finishing) sqm Add for delay 1 time Add for water charges@ 1% on 'A' Add for contractor's profit and overheads @ 10% on (A+B) Cost for 10 metre Cost for one metre

1.52 4.70 9999

A B

Say Rs.

1.89 4.70 9999

each

A B

Say Rs.

2.39 5.20 9999

each

A B

Say Rs.

2.8 5.70 9999

each

A B

Say Rs.

each

Providing and filling sand of grading zone V or coarser grade alroung he G.I. Pipes in external 20.79 work 20.79.1 15 mm dia pipe Details of cost for 1cum sand Materialscum Fine sand cum Carriage of sand Laboureach Beldar each Coolies Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one cum

1.00 1.00

6501 2335

350 125

0.09 0.11

114 115

150 150

350.00 125.00 lead for 15 Km 13.50 16.50 5.05 51.01 561.06

per cum

562.00

Say Rs.

A

Details of cost of sand filling alround 15 mm dia pipe 10 meter long Width of sand filling= 300 mm Depth of sand filling Under the pipe = 75 mm Above the pipe = 150 mm Max. external dia of pipe = 21.8 mm = 246.8 mm A

say 247 mm Quantity of sand = 10x0.30x0.247 = 0.744 cum Less for pipe = pai/4(21.8)2x10 = (-) 0.004 cum = 0.74 cum cum

0.74

562

Cost of cost for 10 metre long pipe Cost of sand filling for one metre Say Rs. 20.79.2 20 mm dia pipe Details of cost for 10 metre long pipe Width of sand filling= 300 mm Depth of sand filling = 75+150+27.3 = 252.3 say 252 mm Quantity of sand = 10x0.30x0.252 = 0.756 cum Less for pipe = pai/4(27.3)2x10 = (-) 0.006 cum = 0.750 cum Cost of sand filling for 10 metre long pipe(Rate as in item no. 20.79.1 marked 'A') cum Cost of 1 metre

415.88 41.59 42.00

per metre

A 0.75 Say Rs.

20.79.3 25 mm dia pipe Details of cost for 10 metre long pipe Width of sand filling= 300 mm Depth of sand filling = 75+150+34.2 = 259.2 say 259 mm Quantity of sand = 10x0.30x0.259 = 0.777 cum Less for pipe = pai/4(34.2)2x10 = (-) 0.009 cum = 0.768 cum say = 0.77 cum Cost of sand filling for 10 metre long pipe(Rate as in item no. 20.79.1 marked 'A') cum Cost of 1 metre

415.88

per metre

A 0.77

Say Rs. 20.79.4 32 mm dia pipe Details of cost for 10 metre long pipe Width of sand filling= 300 mm Depth of sand filling = 75+150+42.9 = 267.9 say 268 mm Quantity of sand = 10x0.30x0.268 = 0.804 cum Less for pipe = pai/4(42.9)2x10 = (-) 0.014 cum = 0.790cum

per metre

20.79.5 40 mm dia pipe Details of cost for 10 metre long pipe Width of sand filling= 300 mm Depth of sand filling = 75+150+48.4 = 273.8 say 274 mm Quantity of sand = 10x0.30x0.274 = 0.82 cum Less for pipe = pai/4(48.4)2x100 = (-) 0.019 cum = 0.801cum say 0.80 cum Cost of sand filling for 10 metre long pipe(Rate as in item no. 20.79.1 marked 'A') cum Cost of 1 metre

A 0.8

562 Say Rs.

20.79.6 50 mm dia pipe Details of cost for 10 metre long pipe Width of sand filling= 300 mm Depth of sand filling = 75+150+60.8 = 285.8 say 286 mm Quantity of sand = 10x0.30x0.286 = 0.858cum Less for pipe = pai/4(60.8)2x10 = (-) 0.029cum = 0.829cum say 0.803cum Cost of sand filling for 10 metre long pipe(Rate as in item no. 20.79.1 marked 'A') cum Cost of 1 metre

449.6 44.96 45.00

per metre

A 0.83

562 Say Rs.

466.46 46.65 47.00

per metre

20.79.8 80 mm dia pipe Details of cost for 10 metre long pipe Width of sand filling= 450 mm Depth of sand filling = 75+150+89.9 = 314.9 say 315 mm Quantity of sand = 10x0.45x0.315 =1.418 cum Less for pipe = pai/4(89.9)2x10 = (-) 0.0640 cum = 1.354cum say 1.35 cum Cost of sand filling for 10 metre long pipe(Rate as in item no. 20.79.1 marked 'A') cum Cost of 1 metre

A 1.35

562 Say Rs.

758.7 75.87 76.00

per metre

20.79.9 100 mm dia pipe Details of cost for 10 metre long pipe Width of sand filling=450 mm Depth of sand filling = 75+150+115 = 340 say 340 mm Quantity of sand = 10x0.45x0.34 = 1.53 cum Less for pipe = pai/4(0.115)2x10 = (-) 0.10 cum = 1.43cum say 1.43 cum Cost of sand filling for 10 metre long pipe(Rate as in item no. 20.79.1 marked 'A') cum Cost of 1 metre

A 1.43

562 Say Rs.

20.79.10 150 mm dia pipe Details of cost for 10 metre long pipe Width of sand filling= 600 mm Depth of sand filling = 75+150+166.50 = 391.50 say 0.392 mm Quantity of sand = 10x0.60x0.392 = 2.35 cum Less for pipe = pai/4(0.167)2x10 = (-) 0.22 cum =2.13cum Cost of sand filling for 10 metre long pipe(Rate as in item no. 20.79.1 marked 'A') cum Cost of 1 metre

803.66 80.37 81.00

per metre

A 2.13

562 Say Rs.

1197.06 119.71 120.00

per metre

Providing and fixing RCC post for hydrant, size 25x25 cm at the bottom and 15x15 cm at the top, of 170 cm height out of which 60 cm shall be kept below ground level including plastering the exposed surface and up to 15 cm below ground level with 6mm thick cement mortar 1:4 (1 cement 4: fine sand) finished with a floating coat of nar cement providing and 20.8 including embedding GI pipe complete with Details of cost for one post all earth work required as per Materialsstandard design. Earth work in excavation including disposal of surplus earth 1x0.25x0.25x0.6m = 0.0375 cum say 0.04 cum (Rate as per item no. 2.8.1 of S.H. earth work) Cement concrete 1:2:4(1 cement :2 coarse sand:4 graded stone aggregate 12.5 mm nominal size) =1.7/3 [ (0.25)2+(0.15)2+(0.25x0.15) ] = 1.7/390.0625+0.0225+0.0375) cum = 0.0694 cum say 0.07 cum (Rate as per item no.5.7.3 of S.H. Concrete work).Steel reinforcement10 mm dia M.S. bars 4x(166+17) cm = 7.32 metre say 7.30 metre 7.30 metre @ 0.6 kg/m = 4.38 kg 6 mm dia M.S. stirrups6x83 cm = 4.98 metre say 5 m @ 0.2 kg/m = 1.00 kg = 5.38 kg kg (Rate as per item no.5.29.1 of S.H. RCC work) Form work4(0.15+0.25 2 x 1.70 metre = 1.36 sqm sqm (Rate as per item no.5.14.6 of S.H. RCC work) 6 mm thick cement plaster 1:4 (1 cement :4 fine sand) including neat cement finish) 4(0.15+0.23 2 x 1.25 m = 0.95 sqm 1x0.15x0.15 m = 0.02 sqm 0.97 sqm sqm (Rate as per item no.13.24.2 & 13.26 of S.H finishing GI pipe 15 mm nominal size 1.80 m. m

0.04

0.07

5.38

1.36

0.97

1.8

1545

Carriage of G.I. Pipe (1.80m @ 1.21 kg/m) 0.0206 q = 0.00206 tonne. tonne Labour for threading and fixing G.I. Pipe etc. each Fitter each Beldar 1 time Add for delay Add for water charges@ 1% on 'A' Add for contractor's profit and overheads @ 10% on (A+B) Cost per one post

0

2271

0.05 0.05 1.7

116 114 9999

A

B

Say Rs. Making hydrant pillar of brick work with bricks of class designation 75 in cement mortar 1:4 (1 cement :4 fine sand ) including 10 cm thick cement concrete coping 1:2:4 ( 1 cement :2 coarse sand:4 graded stone aggregate 12.5 mm nominal size) rendered smooth with neat cement and plastered with 12 mm cement mortar 1:4( 1 cement:4 coarse sand( including finishing with a floating coat of neat cement , 15 cm thick foundation concrete 1:5:10(1 cement :5 fine sand:10 graded stone aggregate 40 mm nominal size) including earth work and disposal of surplus earth 20.81 complete as per standard design. 1 ½ brick thick(square) and 110 20.81.1 cm high. 20.81.1.2with F.P.S. bricks Details of cost for one no. Materials-

each

I) Earth work in excavation including disposal of surplus earth 0.495 m x 0.495 m x 0.15 m = 0.037 cum say 0.04 cum cum (Rate as per item no. 2.8.1) ii) Cement Concrete 1:5:10(1 cement :5 fine sand:10 graded stone aggregate 40 mm nominal size) = 0.495 m x 0.495 m x 0.15 m = 0.037 cum say 0.04 (Rate as per item no. 4.5.11) cum iii) Second class brick work in cement mortar 1:4 (1 cement:4 fine snd) 0.345 m x 0.345x1.00 m =0.119 cum say 0.12 cum (Rate as per item no. 6.1.8) cum iv) Extra for square pillar 0.345 m x 0.345x1.00 m =0.119 cum say 0.12 cum (Rate as per item no. 6.6.1) cum v) 12 mm cement plaster 1:4 (1 cement :4 coarse sand) finishd with floating coat of neat cement = 4x 0.345 mx 1.00 m = 1.38 sqm (Rate as per item no.13.11.2+13.26) sqm vi) Cement Concrete 1:2:4(1 cement :2 fine sand:4 graded stone aggregate 12.5 mm nominal size) = 0.345 m x 0.345 m x 0.10 m = 0.0119 cum say 0.012 cum (Rate as per item no. 4.5.3) cum vii) Extra for floating coat of neat cement top 0.345m x 0.345 m = 0.119 sqm Sides 4x0.345 m x 0.1 m = 0.138 sqm = 0.257 sqm say 0.26 sqm (Rate as per item no. 13.26) sqm 1 time viii) Add for delay Add for water charges@ 1% on 'A' Add for contractor's profit and overheads @ 10% on (A+B) Cost per one

0.04

0.04

0.12

1.12

1.38

0.01

0.26 1.70

9999

A B

Say Rs. 1Brick thick(square) sand 110 cm 20.81.2 high. 20.81.2.2with F.P.S. bricks Details of cost for one no. Materials-

each

I) Earth work in excavation including disposal of surplus earth 0.38 m x 0.38 m x 0.15 m = 0.022 cum cum (Rate as per item no. 2.8.1) ii) Cement Concrete 1:5:10(1 cement :5 fine sand:10 graded stone aggregate 40 mm nominal size) = 0.38 m x 0.38 m x 0.15 m = 0.022 cum (Rate as per item no. 4.5.11) cum iii) Second class brick work in cement mortar 1:4 (1 cement:4 fine snd) 0.23 m x 0.23x1.00 m =0.053 cum say 0.05 cum (Rate as per item no. 6.1.8) cum iv) Extra for square pillar (Rate as per item no. 6.6.1) cum v) 12 mm cement plaster 1:4 (1 cement :4 coarse sand) finishd with floating coat of neat cement = 4x 0.23 m x 1.00 m = 0.92 sqm (Rate as per item no.13.11.2+13.26) sqm vi) Cement Concrete 1:2:4(1 cement :2 fine sand:4 graded stone aggregate 12.5 mm nominal size) = 0.23 m x 0.23x1.00 m m = 0.005 cum (Rate as per item no. 4.5.3) cum vii) Extra for floating coat of neat cement top 0.23m x 0.23 m = 0.053 sqm Sides 4x0.23 m x 0.1 m = 0.92 sqm = 0.973 sqm say 0.97 sqm (Rate as per item no. 13.26) sqm 1 time viii) Add for delay Add for water charges@ 1% on 'A' Add for contractor's profit and overheads @ 10% on (A+B) Cost per one

0.02

0.02

0.05 0.05

0.92

0.01

0.97 1.70

9999

A B

Say Rs.

each

Making platform for stand post with 40 m thick cement concrete 1:2:4 ( 1 cement :2 coarse sand:4 graded stone aggregate 20 mm nominal size) over a base of 10 cm thick cement concrete 1:5:10(1 cement :5 fine sand:10 graded stone aggregate 40 mm nominal size) with 1/2 brick x 1 brick thick kerb in brick masonry with bricks of class designation 75 in cement mortar 1:4 (1 cement:4 fine sand) finishing on top and sides with 12 mm cement plaster1:4 (1 cement :4 coarse sand ) including a floating coat of 20.82 neat cement over concrete floor kerbcmincluding excavation 20.82.1 and 120x120 inside and disposal of surplus earth 20.82.1.2with F.P.S. bricks complete as per standard design. Details of cost for one no. MaterialsI) Earth work in excavation including disposal of surplus earth 1.58 m x1.58 m x 0.10 m = 0.025 cum cum (Rate as per item no. 2.8.1) ii) Cement Concrete 1:5:10(1 cement :5 fine sand:10 graded stone aggregate 40 mm nominal size) =1.58 m x1.58 m x 0.10 m = 0.025 cum (Rate as per item no. 4.5.11) cum iii) Second class brick work in cement mortar 1:4 (1 cement:4 fine snd) for kerb 5.32 m x 0.23x0.115 m = 0.141 cum say 0.14 cum (Rate as per item no. 6.1.8) cum vi) 40 mm thick Cement Concrete flooring 1:2:4(1 cement :2 fine sand:4 graded stone aggregate 20 mm nominal size) finishing with a floating coat of neat cement = 1.20 m x 1.20x m = 1.44 sqm (Rate as per item no. 11.4.2) sqm v) 12 mm cement plaster 1:4 (1 cement :4 coarse sand) finished with floating coat of neat cement Top of kerb: 5.32x 0.115 m = 0.610 sqm Inside kerb: 4.80x0.16 m = 1.316 sqm 2.694 sqm say 2.69 sqm sqm

0.25

0.25

0.14

1.44

2.69

1 time viii) Add for delay Add for water charges@ 1% on 'A' Add for contractor's profit and overheads @ 10% on (A+B) Cost per one

4.15

9999

A B

Say Rs. 20.82.2 90x90 cm inside 20.82.2.2with F.P.S. bricks Details of cost for one no. MaterialsI) Earth work in excavation including disposal of surplus earth 1.28 m x1.28 m x 0.10 m = 0.164 cum say 0.16 cum cum (Rate as per item no. 2.8.1) ii) Cement Concrete 1:5:10(1 cement :5 fine sand:10 graded stone aggregate 40 mm nominal size) =1.28 m x1.28 m x 0.10 m = 0.164 cum say 0.16 cum (Rate as per item no. 4.5.11) cum iii) Second class brick work in cement mortar 1:4 (1 cement:4 fine snd) for kerb 4.06 m x 0.23x0.115 m = 0.107 cum say 0.11 cum (Rate as per item no. 6.1.8) cum vi) 40 mm thick Cement Concrete flooring 1:2:4(1 cement :2 fine sand:4 graded stone aggregate 20 mm nominal size) finishing with a floating coat of neat cement = 0.9 m x 0.9x m = 0.81 sqm (Rate as per item no. 11.4.2) sqm v) 12 mm cement plaster 1:4 (1 cement :4 coarse sand) finished with floating coat of neat cement Top of kerb:4.06x 0.115 m = 0.467 sqm Inside kerb: 3.60x0.16 m = 0.576 sqm outside kerb : 4.50x0.23 m = 1.040 sqm 2.083 sqm say 2.08 sqm sqm 1 time viii) Add for delay Add for water charges@ 1% on 'A' Add for contractor's profit and overheads @ 10% on (A+B) Cost per one

each

0.16

0.16

0.11

0.81

2.08 4.15

9999

A B

Say Rs.

each

Say Rs.

per metre

Say Rs.

per metre

Boring with 100 mm diameter casting pipe for hand pump/tube well in all soils except ordinary hand rocks requiring blasting including removing the casing pipe after the hand pipe/tube well 20.83 is lowered and tested . 20.83.1 Upto 6 metre depth. Labour For boring and removing the pipeeach Fittar each Beldar Hire charges for derick monkey rope and other accessories 1 day Depreciation @ 2% of the cost of casing pipe 6 metre @ Rs. Per 1 metre metre 1 time Sundries Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost of 6 metre Cost per metre

0.50 3.00

116 114

0.62

10

0.12 5.20

1472 9999

20.83.2 Beyond 6 m and upto 12 m depth Labour For boring and removing the pipeeach Fittar each Beldar Hire charges for derick monkey rope and other accessories 1 day Depreciation @ 2%as in item no. 20.83.1 Sundries 1 time Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost of 6 metre Cost per metre

0.62 3.50

116 114

0.62

10

5.20

9999

Beyond 12 m and upto 18 m 20.83.3 depth Labour For boring and removing the pipeeach Fittar each Beldar Hire charges for derick monkey rope and other accessories 1 day

0.75 4.00

116 114

0.75

10

Depreciation @ 2%as in item no. 20.83.1 Sundries 1 time Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost of 6 metre Cost per metre

P/P in position filters of 40 mm diameter G.I. Pipe with brass 20.84 strainer of approved quality. Details of cost for one strainer 1.5 long Materials: Cost of strainer 40mm diameter 1.5 m long each 1 time Carriage to site Labour each Fittar each Beldar Sundries including hamp white lead etc. 1 time Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost of 1.5 metre Cost per metre

P/F to filter and lowering to proper levels 40 mm G.I. Pipe for tube well including cleaning and 20.85 priming the tube well. Details of cost for depth of 10 metre Materials: metre 40mm G.I. Pipe Carriage to 40 mm pipe (35.9kg) tonne Add 2% wastage and fitting on A White lead, hamp and oil etc. 1 time Labour each Fittar each Beldar Sundries including hamp white lead etc. 1 time Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost of 10 metre Cost per metre

5.20

9999

Say Rs.

per metre

Say Rs.

per metre

1.00 5.20 0.17 0.17

116 114

2.75

9999

10.00 0.04

1549 2271

2.60

9999

0.33 0.75

116 114

2.75

9999

A

Say Rs.

per metre

P/P in position hand pump of approved quality for 40 mm diameter G.I. Pipe complete with 20.86 all accessories. Details of cost for one pump Materials: each cost of hand pump 1 time Carriage Labour each Fittar each Beldar 1 time Sundries Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one hand pump P/F G.I. Union in G.I. Pipe including cutting and threading the pipe and making long screws 20.87 etc. complete(new work) 20.87.1 15 mm nominal bore Details of cost for one no. Materials: 15 mm nominal bore each Carriage of materials and sundries1 time Labour each Fittar each Beldar Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one each no.

20.87.2 20mm nominal bore Details of cost for one no. Materials: 20 mm nominal bore each Carriage of materials and sundries1 time Labour each Fittar each Beldar Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one each no. 20.87.3 25 mm nominal bore Details of cost for one no. Materials: 25 mm nominal bore each Carriage of materials and sundries1 time Labour

1.00 5.20

1693 9999

0.10 0.10 1.70

116 114 9999

1.00 0.70

1641 9999

0.11 0.11

116 114

1.00 0.70

1642 9999

0.11 0.11

116 114

1.00 0.70

1643 9999

Say Rs.

per metre

Say Rs.

each

Say Rs.

each

each Fittar each Beldar Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one each no. 20.87.4 32 mm nominal bore Details of cost for one no. Materials: 32 mm nominal bore each Carriage of materials and sundries1 time Labour each Fittar each Beldar Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one each no. 20.87.5 40mm nominal bore Details of cost for one no. Materials: 40 mm nominal bore each Carriage of materials and sundries1 time Labour each Fittar each Beldar Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one each no.

20.87.6 50 mm nominal bore Details of cost for one no. Materials: 50 mm nominal bore each Carriage of materials and sundries1 time Labour each Fittar each Beldar Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one each no.

20.87.7 65 mm nominal bore Details of cost for one no. Materials: 65 mm nominal bore each Carriage of materials and sundries1 time Labour

0.11 0.11

116 114

1.00 0.70

1644 9999

0.11 0.11

116 114

1.00 0.70

1645 9999

0.11 0.11

116 114

1.00 0.70

1646 9999

0.15 0.15

116 114

1.00 0.70

1647 9999

Say Rs.

each

Say Rs.

each

Say Rs.

each

Say Rs.

each

each Fittar each Beldar Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one each no.

20.87.8 80 mm nominal bore Details of cost for one no. Materials: 80 mm nominal bore each Carriage of materials and sundries1 time Labour each Fittar each Beldar Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one each no.

20.87.9 100 mm nominal bore Details of cost for one no. Materials: 100 mm nominal bore each Carriage of materials and sundries1 time Labour each Fittar each Beldar Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one each no.

20.87.10 150 mm nominal bore Details of cost for one no. Materials: 150 mm nominal bore each Carriage of materials and sundries1 time Labour each Fittar each Beldar Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one each no.

0.15 0.15

116 114

1.00 0.70

1648 9999

0.15 0.15

116 114

1.00 0.70

7398 9999

0.20 0.20

116 114

1.00 0.70

7399 9999

0.20 0.20

116 114

Say Rs.

each

Say Rs.

each

Say Rs.

each

Say Rs.

each

P/F G.I. Union in existing G.I. Pipe line cutting and threading the pipe and making long screws including excavation, refilling the earth or cutting of wall and making good the same complete 20.88 wherever required. 20.88.1 15 mm nominal bore Details of cost for one no. Materials: 15 mm nominal bore each Carriage of materials and sundries1 time Labour each Fittar each Beldar Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one each no.

20.88.2 20mm nominal bore Details of cost for one no. Materials: 20 mm nominal bore each Carriage of materials and sundries1 time Labour each Fittar each Beldar Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one each no. 20.88.3 25 mm nominal bore Details of cost for one no. Materials: 25 mm nominal bore each Carriage of materials and sundries1 time Labour each Fittar each Beldar Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one each no. 20.88.4 32 mm nominal bore Details of cost for one no. Materials: 32 mm nominal bore each Carriage of materials and sundries1 time Labour each Fittar

1.00 0.70

1641 9999

0.33 0.33

116 114

1.00 0.70

1642 9999

0.33 0.33

116 114

1.00 0.70

1643 9999

0.33 0.33

116 114

1.00 0.70

1644 9999

0.33

116

Say Rs.

each

Say Rs.

each

Say Rs.

each

each Beldar Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one each no. 20.88.5 40mm nominal bore Details of cost for one no. Materials: 40 mm nominal bore each Carriage of materials and sundries1 time Labour each Fittar each Beldar Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one each no.

20.88.6 50 mm nominal bore Details of cost for one no. Materials: 50 mm nominal bore each Carriage of materials and sundries1 time Labour each Fittar each Beldar Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one each no.

20.88.7 65 mm nominal bore Details of cost for one no. Materials: 65 mm nominal bore each Carriage of materials and sundries1 time Labour each Fittar each Beldar Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one each no.

20.88.8 80 mm nominal bore Details of cost for one no. Materials: 80 mm nominal bore each Carriage of materials and sundries1 time Labour

0.33

114

1.00 0.70

1645 9999

0.33 0.33

116 114

1.00 0.70

1646 9999

0.45 0.45

116 114

1.00 0.70

1647 9999

0.45 0.45

116 114

1.00 0.70

1648 9999

Say Rs.

each

Say Rs.

each

Say Rs.

each

Say Rs.

each

each Fittar each Beldar Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one each no.

P/P on terrace(at all floor levels) polyethylene water storage tank of approved brand and manufacture with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base 20.89 support for tank. Details of cost for 500 litres, tank 1 no. Materials: Polyethylene water storage tank litre 1 time Carriage to site 1 time placing at terrace Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for 500 litre Cost per litre

Providing and fixing C.P. brass bib cock of approved quality 20.9 conforming to IS : 8931 15 mm nominal bore Details of cost for one no. Materials: 15 mm dia meter C.P. brass bib cock each Carriage of materials and sundries1 time Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no. P/F C.P. brass long nose bib cock of approved quality conforming to IS standards and 20.91 weighing not less than 810 gms. 15 mm nominal bore Details of cost for one no. Materials: 15 mm dia meter C.P. brass long nose bib cock each Carriage of materials and fixing charges 1 time Add for water charges@ 1%

0.45 0.45

500.00 69.00 34.50

1.00 4.45

1.00 6.25

116 114

Say Rs.

each

Say Rs.

per litre capacity

Say Rs.

each

1649 9999 9999

7257 9999

7258 9999

Add for contractor's profit and overheads @ 10% Cost for one no. P/F C.P. brass long body bib cock of approved quality conforming to IS standards and 20.92 weighing not less than 690 gms. 15 mm nominal bore Details of cost for one no. Materials: 15 mm dia meter C.P. brass long body bib cock each Carriage of materials and fixing charges 1 time Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no.

P/F C.P. brass stop cock (concealed) of standards design 20.93 and of approved make conforming to ISbore : 8931 15 mm nominal Details of cost for one no. Materials: 15 mm dia meter C.P. brass stop cock (concealed) each Carriage of materials and fixing charges 1 time Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no.

P/F C.P. brass angle valve for basin mixer and gyser points of approved quality conforming to IS 20.94 : 8931 15 mm nominal bore Details of cost for one no. Materials: C.P. brass angle valve each Carriage and fixing charges 1 time Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no.

P/F C.P. brass close hole basin mixer pillar tap of approved quality and mae, weighting not 20.95 less than 1.970 kg

1.00 5.35

1.00 4.45

1.00 4.35

Say Rs.

each

Say Rs.

each

Say Rs.

each

Say Rs.

each

7259 9999

7260 9999

7261 9999

15 mm nominal bore of standard back type Details of cost for one no. Materials: 15 mm dia metre C.P. brass basin mixer pillar tap each Carriage and fixing charges 1 time Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no.

1.00 15.26

7262 9999

Say Rs.

each

Say Rs.

each

Say Rs.

each

PVC BIB & STOP COCKS P/F P.T.M.T. (An Engineering thermoplastic)bib cock of approved quality colour and 20.96 make. 15 mm nominal size, 86mm long, 102 mm high and 43 mm wide with 12 mm seat dia and replaceable washers, weighing 20.96.1 not less than 90 gms. Details of cost for one no. Materials: 15 mm dia P.T.M.T. bib cock each 1.00 7400 Carriage of materials and fixing charges 1 time 3.10 9999 Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no.

15 mm nominal size, 122 mm long, 110 mm high and 43 mm wide with 12 mm seat dia and replaceable washers, weighing 20.96.2 not less than 105 gms. Details of cost for one no. Materials: 15 mm dia P.T.M.T. bib cock each Carriage of materials and fixing charges 1 time Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no.

15 mm nominal size, 180 mm long, 110 mm high and 43 mm wide with 12 mm seat dia and replaceable washers, weighing 20.96.3 not less than 126 gms. Details of cost for one no. Materials:

1.00 3.10

7401 9999

15 mm dia P.T.M.T. bib cock each Carriage of materials and fixing charges 1 time Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no.

P/F P.T.M.T. (An Engineering thermoplastic) stop cock of approved quality colour and 20.97 make. 15 mm nominal size, 86mm long, 90 mm high and 43 mm wide with 12 mm seat dia and replaceable washers, weighing not less than 20.97.1 95gms. Details of cost for one no. Materials: 15 mm dia P.T.M.T. stop cock each Carriage of materials and fixing charges 1 time Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no.

15 mm nominal size, 86 mm long(F/T), 90 mm high and 43 mm wide with 12 mm seat dia and replaceable washers, 20.97.2 weighing not less than 95 gms. Details of cost for one no. Materials: 15 mm dia P.T.M.T. stop cock each Carriage of materials and fixing charges 1 time Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no.

20 mm nominal size, 89 mm long, 86 mm high and 43 mm wide with 12 mm seat dia and replaceable washers, weighing not less than 20.97.3 95 gms. Details of cost for one no. Materials: 20 mm dia P.T.M.T. stop cock each Carriage of materials and fixing charges 1 time Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no.

1.00 3.10

1.00 3.10

1.00 3.10

1.00 3.10

7402 9999

Say Rs.

each

Say Rs.

each

Say Rs.

each

7403 9999

7404 9999

7405 9999

P/F P.T.M.T. (An Engineering thermoplastic) pillar cock of approved quality colour and 20.98 make. 15 mm nominal size, 107mm long, 131 mm high and 43 mm wide with 12 mm seat dia and 20.98.1 replaceable washers, weighing not lessofthan Details cost120gms. for one no. Materials: 15 mm dia P.T.M.T. pillar cock each Carriage of materials and fixing charges 1 time Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no.

P/F P.T.M.T. (An Engineering thermoplastic) push cock of approved quality colour and 20.99 make. 15 mm nominal size, with 20mm B.S.P. female threads,100mm long, 57 mm high and 33 mm wide with 12 mm seat dia and 20.99.1 replaceable washers, weighing Details cost75gms. for one no. not lessofthan Materials: 15 mm dia P.T.M.T. push cock each Carriage of materials and fixing charges 1 time Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no.

15 mm nominal size, with 20mm B.S.P. female threads,80mm long, 30 mm high and 30 mm wide with 12 mm seat dia and replaceable washers, weighing 20.99.2 not less than 47gms. Details of cost for one no. Materials: 15 mm dia P.T.M.T. push cock each Carriage of materials and fixing charges 1 time Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no.

1.00 3.65

1.00 3.10

1.00 3.10

Say Rs.

each

Say Rs.

each

Say Rs.

each

Say Rs.

each

7406 9999

7407 9999

7408 9999

P/F P.T.M.T. (An Engineering thermoplastic) grating of approved quality colour and 20.100 make. 20.100.1 circular type 100 mm nominal dia 12 mm high, domed shape conforming to IS standards and weighing not less than 25 gms 20.100.1.1 Details of cost for one no. Materials: 100 mm dia P.T.M.T. grating each Carriage of materials and fixing charges 1 time Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no. 125mm nominal dia 15 mm high, domed shape conforming to IS standards and weighing not less than 40 gms 20.100.1.2 Details of cost for one no. Materials: 125 mm dia P.T.M.T. grating each Carriage of materials and fixing charges 1 time Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no.

125mm nominal dia 14 mm high, domed shape with 31 mm waste hole conforming to IS standards and weighing not less than 40 gms 20.100.1.3 Details of cost for one no. Materials: 125 mm dia P.T.M.T. grating each Carriage of materials and fixing charges 1 time Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no.

Rectangular type with openable 20.100.2 circular lid.

1.00 1.60

1.00 1.60

1.00 1.60

7409 9999

Say Rs.

each

Say Rs.

each

Say Rs.

each

7410 9999

7411 9999

150 mm nominal size square, 18 mm high with 100 mm dia of the inner hinged round grating domed shape conforming to IS standards, weighing not less than 110 gms. 20.100.2.1 Details of cost for one no. Materials: 150 mm size square P.T.M.T. grating each Carriage of materials and fixing charges 1 time Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no. 150 mm nominal size square, 18 mm high with 100 mm dia of the inner hinged round grating domed shape with 31 mm waster hole conforming to IS standards, weighing not less than 110 gms. 20.100.2.2 Details of cost for one no. Materials: 150 mm size square P.T.M.T. grating each Carriage of materials and fixing charges 1 time Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one no.

P/F C.I. Double acting air valve of approved quality with bolts , nuts, rubber insertions etc. complete (The tail pieces, tapers etc. if 20.1 required will be paid separately) 20.101.1 50 mm dia Details of cost for 10 no. double acting air valves Materials: 50 mm dia double acting air valve each 1 time Carriage of air valves Labour for laying double acting 1 time air valve Providing flanged joints to double acting air valve with bolts, buts and rubber insertions etc.(Rate same as per item no. each 20.47.1) Add for water charges@ 1% on all excep 'A' Add for contractor's profit and overheads @ 10% on all excep 'A' Cost for 10 air valves

1.00 1.60

1.00 1.60

10.00 10.00 15.00

10.00

7412 9999

Say Rs.

each

Say Rs.

each

7413 9999

7415 9999 9999

A

Say Rs.

Cost for one air valves 20.101.2 80 mm dia Details of cost for 10 no. double acting air valves Materials: 80 mm dia double acting air valve each 1 time Carriage of air valves Labour for laying double acting air valve 1 time Providing flanged joints to double acting air valve with bolts, buts and rubber insertions etc.(Rate same as per item no. each 20.47.1) Add for water charges@ 1% on all excep 'A' Add for contractor's profit and overheads @ 10% on all excep 'A' Cost for 10 air valves Cost for one air valves 20.101.3 100 mm dia Details of cost for 10 no. double acting air valves Materials: 100 mm dia double acting air valve each 1 time Carriage of air valves Labour for laying double acting air valve 1 time Providing flanged joints to double acting air valve with bolts, buts and rubber insertions etc.(Rate same as per item no. each 20.47.1) Add for water charges@ 1% on all excep 'A' Add for contractor's profit and overheads @ 10% on all excep 'A' Cost for 10 air valves Cost for one air valves Providing and fixing enclosed type water meter (bulk type ) conforming to IS: 2373 and tested by Municipal Board complete with bolts, nuts, rubber insertions etc.(The tail pieces if required will 20.1 be paid separated). 20.102.1 80 mm dia nominal bore Details of cost for 1 no. water meter Materials: each 80 mm dia water meter

10.00 10.00

7416 9999

15.00

9999

10.00

A

Say Rs.

10.00 10.00

7417 9999

20.00

9999

10.00

each

A

Say Rs.

1.00

each

7418

each

1 time Testing charges 1 time Carriage of water meter 1time Labour for laying water meter Providing flanged joints to water meter with bolts, nuts and rubber insertions etc. (Rate same as per item no. 20.47.1) each Add for water charges@ 1% on all excep 'A' Add for contractor's profit and overheads @ 10% on all excep 'A' Cost for one water meter

20.102.2 100 mm dia nominal bore Details of cost for 1 no. water meter Materials: each 100 mm dia water meter 1 time Testing charges 1 time Carriage of water meter 1time Labour for laying water meter Providing flanged joints to water meter with bolts, nuts and rubber insertions etc. (Rate same as per item no. 20.47.2) each Add for water charges@ 1% on all excep 'A' Add for contractor's profit and overheads @ 10% on all excep 'A' Cost for one water meter

20.102.3 150 mm dia nominal bore Details of cost for 1 no. water meter Materials: each 150 mm dia water meter 1 time Testing charges 1 time Carriage of water meter 1time Labour for laying water meter Providing flanged joints to water meter with bolts, nuts and rubber insertions etc. (Rate same as per item no. 20.47.4) each Add for water charges@ 1% on all excep 'A' Add for contractor's profit and overheads @ 10% on all excep 'A'

50.00 10.00 15.00

9999 9999 9999 A

2.00

Say Rs.

1.00 50.00 10.00 20.00

each

7419 9999 9999 9999 A

2.00

Say Rs.

1.00 60.00 15.00 25.00

each

7420 9999 9999 9999 A

2.00

Say Rs.

Cost for one water meter

20.102.4 200 mm dia nominal bore Details of cost for 1 no. water meter Materials: each 200 mm dia water meter 1 time Testing charges 1 time Carriage of water meter 1time Labour for laying water meter Providing flanged joints to water meter with bolts, nuts and rubber insertions etc. (Rate same as per item no. 20.47.1) each Add for water charges@ 1% on all excep 'A' Add for contractor's profit and overheads @ 10% on all excep 'A' Cost for one water meter

1.00 60.00 20.00 40.00

each

7421 9999 9999 9999 A

2.00

Say Rs.

each

nnection

nnection

nnection

e capacity

DRAINAGE Item No

Description

Unit

Providing and fixing C.I. Dirt box strainer for bulk type water meter with nuts,bolts, rubber insertions 20.1 etc. complete conforming t IS: 2373 20.103.1 80 mm dia Details of cost for 1 no.dirt box strainer Materials: each 80 mm dia dirt box strainer 1 time Carriage of dirt box strainer 1time Labour for laying dirt box strainer Providing flanged joints to dirt box strainer with bolts, nuts and rubber insertions etc. (Rate same as per item no. 20.47.1) each Add for water charges@ 1% on all excep 'A' Add for contractor's profit and overheads @ 10% on all excep 'A' Cost for one dirt box strainer 20.103.2

20.103.3

20.103.4

100 mm dia Details of cost for 1 no.dirt box strainer Materials: each 100 mm dia dirt box strainer 1 time Carriage of dirt box strainer 1time Labour for laying dirt box strainer Providing flanged joints to dirt box strainer with bolts, nuts and rubber insertions etc. (Rate same as per item no. 20.47.2) each Add for water charges@ 1% on all excep 'A' Add for contractor's profit and overheads @ 10% on all excep 'A' Cost for one dirt box strainer 150 mm dia Details of cost for 1 no.dirt box strainer Materials: each 150 mm dia dirt box strainer 1 time Carriage of dirt box strainer 1time Labour for laying dirt box strainer Providing flanged joints to dirt box strainer with bolts, nuts and rubber insertions etc. (Rate same as per item no. 20.47.4) each Add for water charges@ 1% on all excep 'A' Add for contractor's profit and overheads @ 10% on all excep 'A' Cost for one dirt box strainer 200 mm dia Details of cost for 1 no.dirt box strainer Materials: each 200 mm dia dirt box strainer

Qty

1.00 10.00 15.00

Rate Code

Cost (Rs)

7422 9999 9999

2.00

Say Rs.

1.00 10.00 20.00

7423 9999 9999

2.00

Say Rs.

1.00 15.00 25.00

7424 9999 9999

2.00

Say Rs.

1.00

7425

1 time Carriage of dirt box strainer 1time Labour for laying dirt box strainer Providing flanged joints to dirt box strainer with bolts, nuts and rubber insertions etc. (Rate same as per item no. 20.47.5) each Add for water charges@ 1% on all excep 'A' Add for contractor's profit and overheads @ 10% on all excep 'A' Cost for one dirt box strainer

21.1 21.1.1

21.1.2

Note: The rates given for all the items under subhead 'Drainage' are applicable to work executed in solis above sub-solil water level. Extra allowance has to be made for work under sub-soil water level. (A) STONE WARE PIPES AND FITTINGS Providing, laying and jointing glazed stoneware pipes grade 'A' with stiff mixture of cement mortar in the proportion of 1:1(1 cement :1 fine sand) including testing of joints etc. complete. 100 mm dia metre Details of cost for 30 metre Materials: 100 mm stone ware pipes 60 cm long Carriage of pipes 10% allowance for breakage on items(I) & (ii) Cement of 50 joints = 0.045 cum = 0.065 tonne Carriage of cement Fine sand Carriage of fine sand Spun yarn of plain gaskin @ 0.09 kg per joint = 0.09x50 = 4.50 kg. Labour: Mason 1st class Mason 2nd class Beldar Bhishti Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for 30 mrretre Cost for 1 metre

20.00 40.00

9999 9999

2.00

Say Rs.

each 100m

50.00 0.30

1854 2224

tonne

0.07

367

tonne cum cum

0.07 0.05 0.05

2209 983 2261

kg

4.50

1881

each each each each

1.00 1.00 3.00 1.00

123 124 114 101

150 mm dia metre Details of cost for 30 metre Materials: each 150 mm stone ware pipes 60 cm long 100m Carriage of pipes 10% allowance for breakage on items(I) & (ii) tonne Cement of 50 joints = 0.068 cum = 0.097 tonne tonne Carriage of cement cum Fine sand

Say Rs.

50.00 0.30

1855 2225

0.097

367

0.097 0.068

2209 983

21.1.3

21.1.4

cum Carriage of fine sand Spun yarn of plain gaskin @ 0.18 kg per joint = kg 0.18x50 = 9 kg. Labour: each Mason 1st class each Mason 2nd class each Beldar each Bhishti Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for 30 mrretre Cost for 1 metre 200 mm dia metre Details of cost for 30 metre Materials: 200 mm stone ware pipes 60 cm long each 100m Carriage of pipes 10% allowance for breakage on items(I) & (ii) tonne Cement of 50 joints = 0.091 cum = 0.13 tonne tonne Carriage of cement cum Fine sand cum Carriage of fine sand Spun yarn of plain gaskin @ 0.24 kg per joint = kg 0.24x50 = 12.00 kg. Labour: each Mason 1st class each Mason 2nd class each Beldar each Bhishti Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for 30 mrretre Cost for 1 metre 230 mm dia metre Details of cost for 30 metre Materials: each 230 mm stone ware pipes 60 cm long 100m Carriage of pipes 10% allowance for breakage on items(I) & (ii) tonne Cement of 50 joints = 0.102 cum = 0.146 tonne tonne Carriage of cement cum Fine sand cum Carriage of fine sand Spun yarn of plain gaskin @ 0.27 kg per joint = kg 0.27x50 = 13.50 kg. Labour: each Mason 1st class each Mason 2nd class each Beldar each Bhishti

0.068

2261

9.00

1881

1.50 1.50 4.00 1.00

123 124 114 101

Say Rs.

50.00 0.30

1856 2226

0.13

367

0.13 0.091 0.091

2209 983 2261

12.00

1881

1.75 1.75 4.50 1.25

123 124 114 101

Say Rs.

50.00 0.30

1857 2227

0.146

367

0.146 0.102 0.102

2209 983 2261

13.50

1881

1.50 1.50 4.00 1.00

123 124 114 101

21.1.5

21.1.6

21.1.7

Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for 30 mrretre Cost for 1 metre 250 mm dia metre Details of cost for 30 metre Materials: 250 mm stone ware pipes 60 cm long Carriage of pipes 10% allowance for breakage on items(I) & (ii) Cement of 50 joints = 0.1133 cum = 0.162 tonne Carriage of cement Fine sand Carriage of fine sand Spun yarn of plain gaskin @ 0.30 kg per joint = 0.30x50 = 15.00 kg. Labour: Mason 1st class Mason 2nd class Beldar Bhishti Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for 30 mrretre Cost for 1 metre 300 mm dia metre Details of cost for 30 metre Materials: 300 mm stone ware pipes 60 cm long Carriage of pipes 10% allowance for breakage on items(I) & (ii) Cement of 50 joints = 0.136 cum = 0.194 tonne Carriage of cement Fine sand Carriage of fine sand Spun yarn of plain gaskin @ 0.36 kg per joint = 0.36x50 = 18 kg. Labour: Mason 1st class Mason 2nd class Beldar Bhishti Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for 30 mrretre Cost for 1 metre 450 mm dia metre Details of cost for 30 metre Materials: 450 mm stone ware pipes 60 cm long

Say Rs.

each 100m

50.00 0.30

1858 2228

tonne

0.162

367

tonne cum cum

0.162 0.113 0.113

2209 983 2261

kg

15.00

1881

each each each each

2.25 2.25 5.50 1.50

123 124 114 101

Say Rs.

each 100m

50.00 0.30

1859 2229

tonne

0.194

367

tonne cum cum

0.194 0.136 0.136

2209 983 2261

kg

18.00

1881

each each each each

2.50 2.50 6.00 1.50

123 124 114 101

Say Rs.

each

50.00

1861

21.1.8

21.1.9

Carriage of pipes 10% allowance for breakage on items(I) & (ii) Cement of 50 joints = 0.204 cum = 0.293 tonne Carriage of cement Fine sand Carriage of fine sand Spun yarn of plain gaskin @ 0.54 kg per joint = 0.54x50 = 27.00 kg. Labour: Mason 1st class Mason 2nd class Beldar Bhishti Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for 30 mrretre Cost for 1 metre 350 mm dia metre Details of cost for 30 metre Materials: 350 mm stone ware pipes 60 cm long Carriage of pipes 10% allowance for breakage on items(I) & (ii) Cement of 50 joints = 0.159 cum = 0.225 tonne Carriage of cement Fine sand Carriage of fine sand Spun yarn of plain gaskin @ 0.42 kg per joint = 0.42x50 = 21.00 kg. Labour: Mason 1st class Mason 2nd class Beldar Bhishti Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for 30 mrretre Cost for 1 metre 400 mm dia metre Details of cost for 30 metre Materials: 400 mm stone ware pipes 60 cm long Carriage of pipes 10% allowance for breakage on items(I) & (ii) Cement of 50 joints = 0.181 cum = 0.256 tonne Carriage of cement Fine sand Carriage of fine sand Spun yarn of plain gaskin @ 0.48 kg per joint = 0.48x50 = 24 kg.

100m

0.30

2232

tonne

0.293

367

tonne cum cum

0.293 0.204 0.204

2209 983 2261

kg

27.00

1881

each each each each

3.50 3.50 10.00 2.00

123 124 114 101

Say Rs.

each 100m

50.00 0.30

3803 2230

tonne

0.225

367

tonne cum cum

0.225 0.159 0.159

2209 983 2261

kg

21.00

1881

each each each each

2.83 2.83 7.33 1.67

123 124 114 101

Say Rs.

each 100m

50.00 0.30

3804 2231

tonne

0.256

367

tonne cum cum

0.256 0.181 0.181

2209 983 2261

kg

24.00

1881

Labour: Mason 1st class Mason 2nd class Beldar Bhishti Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for 30 mrretre Cost for 1 metre

21.1A 21.1A.1

21.1A.2

Providing, laying and jointing glazed stoneware pipes grade 'A' with stiff mixture of cement mortar in the proportion of 1:3(1 cement :3 fine sand) including testing of joints etc. complete. 100 mm dia metre Details of cost for 30 metre Materials: 100 mm stone ware pipes 60 cm long Carriage of pipes 10% allowance for breakage on items(I) & (ii) Cement of 50 joints = 0.0225 cum = 0.032 tonne Carriage of cement Fine sand 3x0.0225 cum = 0.0675 say 0.068 cum Carriage of fine sand Spun yarn of plain gaskin @ 0.09 kg per joint = 0.09x50 = 4.50 kg. Labour: Mason 1st class Mason 2nd class Beldar Bhishti Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for 30 mrretre Cost for 1 metre 150 mm dia metre Details of cost for 30 metre Materials: 150 mm stone ware pipes 60 cm long Carriage of pipes 10% allowance for breakage on items(I) & (ii) Cement of 50 joints = 0.034 cum = 0.048 tonne Carriage of cement Fine sand 3x0.034 cum = 0.102cum Carriage of fine sand Spun yarn of plain gaskin @ 0.18 kg per joint = 0.18x50 = 9 kg. Labour: Mason 1st class Mason 2nd class

each each each each

3.17 3.17 8.67 1.83

123 124 114 101

Say Rs.

each 100m

50.00 0.30

1854 2224

tonne

0.03

367

tonne cum cum

0.03 0.068 0.068

2209 983 2261

kg

4.50

1881

each each each each

1.00 1.00 3.00 1.00

123 124 114 101

Say Rs.

each 100m

50.00 0.30

1855 2225

tonne

0.048

367

tonne cum cum

0.048 0.102 0.102

2209 983 2261

kg

9.00

1881

each each

1.50 1.50

123 124

Beldar Bhishti Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for 30 mrretre Cost for 1 metre 21.1A.3 200 mm dia metre Details of cost for 30 metre Materials: 200 mm stone ware pipes 60 cm long Carriage of pipes 10% allowance for breakage on items(I) & (ii) Cement of 50 joints = 0.0455 cum = 0.064 tonne Carriage of cement Fine sand 3x 0.0455 = 0.1365 cum say 0.137 cum Carriage of fine sand Spun yarn of plain gaskin @ 0.24 kg per joint = 0.24x50 = 12.00 kg. Labour: Mason 1st class Mason 2nd class Beldar Bhishti Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for 30 mrretre Cost for 1 metre 21.1A.4 230 mm dia metre Details of cost for 30 metre Materials: 230 mm stone ware pipes 60 cm long Carriage of pipes 10% allowance for breakage on items(I) & (ii) Cement of 50 joints = 0.051 cum = 0.072 tonne Carriage of cement Fine sand 3x 0.051 = 0.153 cum Carriage of fine sand Spun yarn of plain gaskin @ 0.27 kg per joint = 0.27x50 = 13.50 kg. Labour: Mason 1st class Mason 2nd class Beldar Bhishti Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for 30 mrretre Cost for 1 metre 21.1A.5 250 mm dia metre Details of cost for 30 metre

each each

4.00 1.00

114 101

Say Rs.

each 100m

50.00 0.30

1856 2226

tonne

0.064

367

tonne cum cum

0.064 0.137 0.137

2209 983 2261

kg

12.00

1881

each each each each

1.75 1.75 4.50 1.25

123 124 114 101

Say Rs.

each 100m

50.00 0.30

1857 2227

tonne

0.072

367

tonne cum cum

0.072 0.153 0.153

2209 983 2261

kg

13.50

1881

each each each each

2.00 2.00 5.00 1.50

123 124 114 101

Say Rs.

Materials: 250 mm stone ware pipes 60 cm long Carriage of pipes 10% allowance for breakage on items(I) & (ii) Cement of 50 joints = 0.0566 cum = 0.080 tonne Carriage of cement Fine sand 3x0.0566 cum = 0.1698 say 0.17 cum Carriage of fine sand Spun yarn of plain gaskin @ 0.30 kg per joint = 0.30x50 = 15.00 kg. Labour: Mason 1st class Mason 2nd class Beldar Bhishti Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for 30 mrretre Cost for 1 metre 21.1A.6 300 mm dia metre Details of cost for 30 metre Materials: 300 mm stone ware pipes 60 cm long Carriage of pipes 10% allowance for breakage on items(I) & (ii) Cement of 50 joints = 0.0.68 cum = 0.096 tonne Carriage of cement Fine sand 3x0.068 cum = 0.204 cum Carriage of fine sand Spun yarn of plain gaskin @ 0.36 kg per joint = 0.36x50 = 18 kg. Labour: Mason 1st class Mason 2nd class Beldar Bhishti Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for 30 mrretre Cost for 1 metre

each 100m

50.00 0.30

1858 2228

tonne

0.080

367

tonne cum cum

0.080 0.170 0.170

2209 983 2261

kg

15.00

1881

each each each each

2.25 2.25 5.50 1.50

123 124 114 101

Say Rs.

each 100m

50.00 0.30

1859 2229

tonne

0.096

367

tonne cum cum

0.096 0.204 0.204

2209 983 2261

kg

18.00

1881

each each each each

2.50 2.50 6.00 1.50

123 124 114 101

21.1A.7 350 mm dia metre Details of cost for 30 metre Materials: 350 mm stone ware pipes 60 cm long each 100m Carriage of pipes 10% allowance for breakage on items(I) & (ii) tonne Cement of 50 joints = 0.0795 cum = 0.112 tonne tonne Carriage of cement

Say Rs.

50.00 0.30

3803 2230

0.112

367

0.112

2209

Fine sand 3x0.0795 cum = 0.2385 cum say 0.239 cum Carriage of fine sand Spun yarn of plain gaskin @ 0.42 kg per joint = 0.42x50 = 21.00 kg. Labour: Mason 1st class Mason 2nd class Beldar Bhishti Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for 30 mrretre Cost for 1 metre 21.1A.8 400 mm dia metre Details of cost for 30 metre Materials: 400 mm stone ware pipes 60 cm long Carriage of pipes 10% allowance for breakage on items(I) & (ii) Cement of 50 joints = 0.362/4 = 0.0905 cum say 0.091 cum = 0.129 tonne Carriage of cement Fine sand 3x0.0905 = 0.2715 cum say 0.272 cum Carriage of fine sand Spun yarn of plain gaskin @ 0.48 kg per joint = 0.48x50 = 24 kg. Labour: Mason 1st class Mason 2nd class Beldar Bhishti Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for 30 mrretre Cost for 1 metre 21.1A.9 450 mm dia metre Details of cost for 30 metre Materials: 450 mm stone ware pipes 60 cm long Carriage of pipes 10% allowance for breakage on items(I) & (ii) Cement of 50 joints = 0.102 cum = 0.144 tonne Carriage of cement Fine sand 0.306 cum Carriage of fine sand Spun yarn of plain gaskin @ 0.54 kg per joint = 0.54x50 = 27 kg.

cum

0.239

983

cum

0.239

2261

kg

21.00

1881

each each each each

2.83 2.83 7.33 1.67

123 124 114 101

Say Rs.

each 100m

50.00 0.30

3804 2231

tonne

0.129

367

tonne cum cum

0.129 0.272 0.272

2209 983 2261

kg

24.00

1881

each each each each

3.17 3.17 8.67 1.83

123 124 114 101

Say Rs.

each 100m

50.00 0.30

3804 2231

tonne

0.144

367

tonne cum cum

0.144 0.306 0.306

2209 983 2261

kg

27.00

1881

Labour: Mason 1st class Mason 2nd class Beldar Bhishti Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for 30 mrretre Cost for 1 metre

each each each each

3.50 3.50 10.00 2.00

123 124 114 101

Say Rs.

Providing and laying cement concrete 1:5:10 (1 cement:5 coarse sand:10 graded stone aggregate 40 mm nominal size) alround S.W. pipes including 21.2 bed concrete as per standard design. 21.2.1 100 mm diameter S.W. pipe Area = Wx(W/2)+½ x(pai/4xw 2) - (pai/4xd2) = W 2(½+½xpai/4) - (pai/4xd2)

Where W = D+X D = 100+12+12 = 124 mm or 12.4 cum X = 300 mm as trch depth is less than 1200 mm Area = (30.0+12.4)2 (0.5+ pai x 1/8) - pai x ¼ x (12.4)2 = (42.4)2 (0.50+3.14/8) - 3.14/4x(12.4) 2 = (1797.76) (0.89) - 0.7854 x 153.76 = 1600.01 - 120.76 = 1479.2 sq.cm = 0.1479 sqm say 0.148 sqm For 10 lenght qty. of conc. reqd. = 1.48 cum (Rate vide code no. 4.5.10 of SH : concrete work) Cost for 10 metres Cost pr metre 21.2.2

cum

1.48

Say Rs.

150 mm diameter S.W. pipe Area = Wx(W/2)+½ x(pai/4xw 2) - (pai/4xd2) = W 2(½+½xpai/4) - (pai/4xd2) Where W = D+X D = 150+16+16 = 182 mm or 18.2 cum X = 300 mm as trch depth is less than 1200 mm Area = (30.0+18.2)2 (0.5+ pai x 1/8) - pai x ¼ x (18.2)2 = (42.4)2 (0.50+3.14/8) - 3.14/4x(18.2) 2 = (2323.24) (0.89) - 260.02 = 2067.68 - 260.02 = 1807.66 sq.cm = 0.1808 sqm say 0.181 sqm For 10 lenght qty. of conc. reqd. = 1.81 cum (Rate vide code no. 4.5.10 of SH : concrete work)

cum

1.81

Cost for 10 metres Cost pr metre 21.2.3

200 mm diameter S.W. pipe Area = Wx(W/2)+½ x(pai/4xw 2) - (pai/4xd2) = W 2(½+½xpai/4) - (pai/4xd2) Where W = D+X D = 200+17+17 = 234 mm or 23.4 cum X = 300 mm Area = (30.0+23.4)2 (0.5+ pai x 1/8) - pai x ¼ x (23.4)2 = (53.4)2 (0.50+3.14/8) - 3.14/4x(23.4) 2 = (2851.56) (0.89) - 429.83 = 2537.89 - 429.83 = 2108.06 sq.cm = 0.2108 sqm say 0.211 sqm For 10 lenght qty. of conc. reqd. = 2.11 cum (Rate vide code no. 4.5.10 of SH : concrete work) Cost for 10 metres Cost pr metre

21.2.4

21.2.5

Say Rs.

cum

2.11

Say Rs.

230 mm diameter S.W. pipe Area = Wx(W/2)+½ x(pai/4xw 2) - (pai/4xd2) = W 2(½+½xpai/4) - (pai/4xd2) Where W = D+X D = 230+19+19 = 268 mm or 26.8 cum X = 300 mm Area = (30.0+26.8)2 (0.5+ pai x 1/8) - pai x ¼ x (26.8)2 = (56.8)2 (0.50+3.14/8) - 3.14/4x(26.8) 2 = 2307.53 sq.cm. =0.2308 sqm say 0.231 sqm For 10 lenght qty. of conc. reqd. = 2.31 cum (Rate vide code no. 4.5.10 of SH : concrete work) Cost for 10 metres Cost pr metre 250 mm diameter S.W. pipe Area = Wx(W/2)+½ x(pai/4xw 2) - (pai/4xd2) = W 2(½+½xpai/4) - (pai/4xd2) Where W = D+X D = 250+20+20 = 290 mm or 29.0 cum X = 300 mm as trch depth is less than 1200 mm W = 30.00+29.0 = 59.00 cm Area = (30.0+29.0)2 (0.5+ pai x 1/8) - pai x ¼ x (29.0)2 = (59.0)2 (0.50+3.14/8) - 3.14/4x(29.0) 2 = (3098.09) - 660.19

= 2437.90 sq.cm. =0.24379 sqm say 0.244 sqm For 10 lenght qty. of conc. reqd. = 2.44 cum (Rate vide code no. 4.5.10 of SH : concrete work) Cost for 10 metres

cum

2.31

Say Rs.

cum

2.44

Say Rs.

Cost pr metre 21.2.6

300 mm diameter S.W. pipe Area = Wx(W/2)+½ x(pai/4xw 2) - (pai/4xd2) = W 2(½+½xpai/4) - (pai/4xd2) Where W = D+X D = 300+25+25 = 350 mm or 35.0 cum X = 300 mm = 30 cm W = 30+35 = 65 cm Area = (30.0+35.0)2 (0.5+ pai x 1/8) - pai x ¼ x (35.0)2 = (65.0)2 (0.50+3.14/8) - 3.14/4x(35.0) 2 = 2798.68 sq.cm. = 0.2799 sqm say 0.280 sqm For 10 lenght qty. of conc. reqd. = 2.80 cum (Rate vide code no. 4.5.10 of SH : concrete work) Cost for 10 metres Cost pr metre

21.2.7

2.80

Say Rs.

350 mm diameter S.W. pipe Area = Wx(W/2)+½ x(pai/4xw 2) - (pai/4xd2) = W 2(½+½xpai/4) - (pai/4xd2) Where W = D+X D = 350+30+30 = 410 mm or 41.0 cum X = 300 mm = 30 cm W = 30+41 = 71 cm Area = (30.0+41.0 )2 (0.5+ pai x 1/8) - pai x ¼ x (41.0 )2 = (71.0)2 (0.50+3.14/8) - 3.14/4x(41.0 ) 2 = 3166.9 sq.cm. = 0.3167 sqm say 0.317 sqm For 10 lenght qty. of conc. reqd. = 3.17 cum (Rate vide code no. 4.5.10 of SH : concrete work) Cost for 10 metres Cost pr metre

21.2.8

cum

cum

3.17

Say Rs.

400 mm diameter S.W. pipe Area = Wx(W/2)+½ x(pai/4xw 2) - (pai/4xd2) = W 2(½+½xpai/4) - (pai/4xd2) Where W = D+X D = 400+35+35 = 470 mm or 47.0 cum X = 300 mm = 30 cm W = 30+47 = 77 cm Area = (30.0+47.0 )2 (0.5+ pai x 1/8) - pai x ¼ x (47.0 )2 = (77.0)2 (0.50+3.14/8) - 3.14/4x(47.0 ) 2 = 3542.74 sq.cm. = 0.3543 sqm say 0.354 sqm For 10 lenght qty. of conc. reqd. = 3.54 cum (Rate vide code no. 4.5.10 of SH : concrete work) Cost for 10 metres

cum

3.54

Say Rs.

Cost pr metre 21.2.9

450 mm diameter S.W. pipe Area = Wx(W/2)+½ x(pai/4xw 2) - (pai/4xd2) = W 2(½+½xpai/4) - (pai/4xd2)

Where W = D+X D = 450+38+38 = 526 mm or 52.6 cum X = 300 mm W = 30+52.6 =82.6 cm Area = (30.0+52.6 )2 (0.5+ pai x 1/8) - pai x ¼ x (52.6 )2 = (82.6)2 (0.50+3.14/8) - 3.14/4x(52.6 ) 2 = 3900.35 sq.cm. = 0.390 sqm For 10 lenght qty. of conc. reqd. = 3.90 cum (Rate vide code no. 4.5.10 of SH : concrete work) Cost for 10 metres Cost pr metre

cum

Providing and laying cement concrete 1:5:10 (1 cement:5 coarse sand:10 graded stone aggregate 40 mm nominal size) up to haunches of S.W. pipes 21.3 including bed concrete as per standard design. 21.3.1 100 mm diameter S.W. pipe Details of cost for 10 metres length pipe Area = WxD +2x½ x R (CotQ)xR-2 [ R2/2(pai/2-Q)] (pai/2) R2 = WD 1+R2(CotQ)-R2(pai/2-Q) - (pai/2)R2 = WD 1+R2(CotQ - pai) + R2Q = WD 1+R2(CotQ - pai + Q) Where Sin Q = [R/(W/2)] = 2R/W W = D+X;x =300 mm, D = 100+12+12 = 124 mm W = 124+300 = 424 mm D1 = Depth = 100+( ½ x 124 ) = 162 mm R = 62 mm cum sin Q = (2x62)/424 = 0.292 therefore Q = 17º 0' Hence Tan Q = 0.3057 Area = 424x162+(62)2 (Cot Q - pai + Q) = [ 68688+3844 ( 1/0.3057 - 180º + 17º 0')] sqmm = [ 68688+3844 (3.27 - 163 x 3.14/180)]sqmm = (68688+3844x0.43) sqmm = (68688+1652.92) sqmm = 70340.92 sqmm say 70341 sqmm or 0.070341 sqm For 10 meter lenght qty. of concrete required= 0.07034 x 10 = 0.7034 cum (Rate vide code no. 4.5.10 of sub-head concrete) Cost for 10 metres Cost pr metre

3.90

Say Rs.

0.7

Say Rs.

21.3.2

150 mm diameter S.W. pipe Details of cost for 10 metres length pipe Area = WxD 1 +2x½ x R (CotQ)xR-2 [ R2/2(pai/2-Q)] - (pai/2) R2 = WD 1+R2(CotQ)-R2(pai/2-Q) - (pai/2)R2 = WD 1+R2(CotQ - pai) + R2Q = WD 1+R2(CotQ - pai + Q) Where Sin Q = [R/(W/2)] = 2R/W W = D+X;x =300 mm, D = 150+16+16 = 182 mm W = 182+300 = 482 mm D1 = Depth = 150+( ½ x 182 ) = 241 mm R = 91 mm sin Q = (2x91)/482 = 0.3776 therefore Q = 22º 12' Hence Tan Q = 0.4081 cum Area = 482x241+(91)2 (Cot Q - pai + Q) = [ 116162+8281 ( 1/0.4081 - 180º + 22º 12')] sqmm = [ 116162+8281 (2.45 - 157º 48"x 3.14/180)]sqmm = [116162+8281x(2.45 - 2.75] sqmm = [116162+8281x (- 0.30) ] sqmm = [116162- 2484.3] = 113677.7 sqmm or 0.1136777 sqm For 10 meter lenght qty. of concrete required= 0.1136777 x 10 = 1.136777 cum say 1.14 cum (Rate vide code no. 4.5.10 of sub-head concrete)

Cost for 10 metres Cost pr metre 21.3.3

200 mm diameter S.W. pipe Details of cost for 10 metres length pipe

1.14

Say Rs.

Area = WxD 1 +2x½ x R (CotQ)xR-2 [ R2/2(pai/2-Q)] - (pai/2) R2 = WD 1+R2(CotQ)-R2(pai/2-Q) - (pai/2)R2 = WD 1+R2(CotQ - pai) + R2Q = WD 1+R2(CotQ - pai + Q) Where Sin Q = [R/(W/2)] = 2R/W W = D+X;x =300 mm, D = 200+17+17 = 234 mm W = 234+300 = 534 mm D1 = Depth = 150+( ½ x 234 ) = 267 mm R = 117 mm sin Q = (2x117)/534 = 0.4382 therefore Q = 26º 0' Hence Tan Q = 0.4877 cum Area = 534x267+(117)2 (Cot Q - pai + Q) = [ 142578+13689 ( 1/0.4877 - 180º + 26º 0')] sqmm = [ 142578+13689 (2.05 - 154º 0"x 3.14/180)]sqmm = [142578+13689x(2.05 - 2.69] sqmm = [142578+13689x (- 0.64) ] sqmm = [116162- 8760.96] = 133817.04 sqmm or 0.134 sqm For 10 meter lenght qty. of concrete required= 0.134 x 10 = 1.34 (Rate vide code no. 4.5.10 of sub-head concrete)

Cost for 10 metres Cost pr metre 21.3.4

230 mm diameter S.W. pipe Details of cost for 10 metres length pipe

1.34

Say Rs.

Area = WxD 1 +2x½ x R (CotQ)xR-2 [ R2/2(pai/2-Q)] - (pai/2) R2 = WD 1+R2(CotQ)-R2(pai/2-Q) - (pai/2)R2 = WD 1+R2(CotQ - pai) + R2Q = WD 1+R2(CotQ - pai + Q) Where Sin Q = [R/(W/2)] = 2R/W W = D+X;x =300 mm, D = 230+19+19 = 268 mm W = 268+300 = 658 mm D1 = Depth = 150+( ½ x 268 ) = 284 mm R = 134 mm sin Q = (2x134)/568 = 0.47183 therefore Q = 28º 9' Hence Tan Q = 0.5351 cum Area = 568x284+(134)2 (Cot Q - pai + Q) = [ 161312+17956 ( 1/0.5351 - 180º + 22º 12')] sqmm = [ 161312+17956 (1.87 - 151º 51"x 3.14/180)]sqmm = [161312+17956x(1.87 - 2.65] sqmm = [161312+17956x (- 0.78) ] sqmm = [116162- 14005.68] = 147306 sqmm or 0.147 sqm For 10 meter lenght qty. of concrete required= 0.147 x 10 = 1.47 (Rate vide code no. 4.5.10 of sub-head concrete)

Cost for 10 metres Cost pr metre 21.3.5

250 mm diameter S.W. pipe Details of cost for 10 metres length pipe

1.47

Say Rs.

Area = WxD 1 +2x½ x R (CotQ)xR-2 [ R2/2(pai/2-Q)] - (pai/2) R2 = WD 1+R2(CotQ)-R2(pai/2-Q) - (pai/2)R2 = WD 1+R2(CotQ - pai) + R2Q = WD 1+R2(CotQ - pai + Q) Where Sin Q = [R/(W/2)] = 2R/W W = D+X;x =300 mm, D = 250+20+20 = 290 mm W = 290+300 = 590 mm D1 = Depth = 150+( ½ x 290 ) = 295 mm R = 145 mm sin Q = (2x145)/590 = 0.49154 therefore Q = 29º 26' Hence Tan Q = 0.5635 cum Area = 590x295+(145)2 (Cot Q - pai + Q) = [ 174050+21025 ( 1/0.5635 - 180º + 29º 26')] sqmm = [ 174050+21025 (1.77 - 150º 34"x 3.14/180)]sqmm = [174050+21025x(1.77 - 2.63] sqmm = [174050+21025x (- 0.86) ] sqmm = [174050 - 18081.5] = 155968.5 sqmm or 0.156 sqm For 10 meter lenght qty. of concrete required= 0.156 x 10 = 1.56 (Rate vide code no. 4.5.10 of sub-head concrete)

Cost for 10 metres Cost pr metre 21.3.6

300 mm diameter S.W. pipe Details of cost for 10 metres length pipe

1.56

Say Rs.

Area = WxD 1 +2x½ x R (CotQ)xR-2 [ R2/2(pai/2-Q)] - (pai/2) R2 = WD 1+R2(CotQ)-R2(pai/2-Q) - (pai/2)R2 = WD 1+R2(CotQ - pai) + R2Q = WD 1+R2(CotQ - pai + Q) Where Sin Q = [R/(W/2)] = 2R/W W = D+X;x =300 mm, D = 300+25+25 = 350 mm W = 350+300 = 650 mm D1 = Depth = 150+( ½ x 350 ) = 325 mm R = 175 mm sin Q = (2x175)/650 = 0.5385 therefore Q = 32º 34' Hence Tan Q = 0.6387 cum Area = 650x325+(175)2 (Cot Q - pai + Q) = [ 211250+30625 ( 1/0.6387 - 180º + 32º 34')] sqmm = [ 211250+30625 (1.566 - 147º 26"x 3.14/180)]sqmm = [211250+30625x(1.566 - 2.571] sqmm = [211250+30625x (- 1.005) ] sqmm = [211250 - 30778.13] = 180471.87 sqmm or 0.180 sqm For 10 meter lenght qty. of concrete required= 0.180 x 10 = 1.80 (Rate vide code no. 4.5.10 of sub-head concrete)

Cost for 10 metres Cost pr metre 21.3.7

350 mm diameter S.W. pipe Details of cost for 10 metres length pipe

1.80

Say Rs.

Area = WxD 1 +2x½ x R (CotQ)xR-2 [ R2/2(pai/2-Q)] - (pai/2) R2 = WD 1+R2(CotQ)-R2(pai/2-Q) - (pai/2)R2 = WD 1+R2(CotQ - pai) + R2Q = WD 1+R2(CotQ - pai + Q) Where Sin Q = [R/(W/2)] = 2R/W W = D+X;x =300 mm, D = 350+30+30 = 410 mm W = 410+300 = 710 mm D1 = Depth = 150+( ½ x 410 ) = 355 mm R = 205 mm sin Q = (2x205)/710 = 0.5775 therefore Q = 35º 16' Hence Tan Q = 0.7071 cum Area = 710x355+(205)2 (Cot Q - pai + Q) = [ 252050+42025 ( 1/0.7071 - 180º + 35º 16')] sqmm = [ 252050+42025 (1.41 - 144º 44"x 3.14/180)]sqmm = [ 252050+42025x(1.41 - 2.52] sqmm = [ 252050+42025x (- 1.11) ] sqmm = [252050 - 46647.75] = 205402.25 sqmm or 0.205 sqm For 10 meter lenght qty. of concrete required= 0.205 x 10 = 2.05 (Rate vide code no. 4.5.10 of sub-head concrete)

Cost for 10 metres Cost pr metre 21.3.8

400 mm diameter S.W. pipe Details of cost for 10 metres length pipe

2.05

Say Rs.

Area = WxD 1 +2x½ x R (CotQ)xR-2 [ R2/2(pai/2-Q)] - (pai/2) R2 = WD 1+R2(CotQ)-R2(pai/2-Q) - (pai/2)R2 = WD 1+R2(CotQ - pai) + R2Q = WD 1+R2(CotQ - pai + Q) Where Sin Q = [R/(W/2)] = 2R/W W = D+X;x =300 mm, D = 400+35+35 = 470 mm W = 470+300 = 770 mm D1 = Depth = 150+( ½ x 470 ) = 385 mm R = 235 mm sin Q = (2x235)/770 = 0.6104 therefore Q = 37º 37' Hence Tan Q = 0.7706 cum Area = 770x385+(235)2 (Cot Q - pai + Q) = [ 296450+55225 ( 1/0.7706 - 180º + 37º 37')] sqmm = [ 296450+55225 (1.298 - 142º 23"x 3.14/180)]sqmm = [ 296450+55225x(1.298 - 2.48] sqmm = [ 296450+55225x (- 1.182) ] sqmm = [296450 - 65717.75] = 230732.25 sqmm or 0.231sqm For 10 meter lenght qty. of concrete required= 0.231 x 10 = 2.31 (Rate vide code no. 4.5.10 of sub-head concrete)

Cost for 10 metres Cost pr metre 21.3.9

450 mm diameter S.W. pipe Details of cost for 10 metres length pipe

2.31

Say Rs.

Area = WxD 1 +2x½ x R (CotQ)xR-2 [ R2/2(pai/2-Q)] - (pai/2) R2 = WD 1+R2(CotQ)-R2(pai/2-Q) - (pai/2)R2 = WD 1+R2(CotQ - pai) + R2Q = WD 1+R2(CotQ - pai + Q) Where Sin Q = [R/(W/2)] = 2R/W W = D+X;x =300 mm, D = 450+38+38 = 526 mm W = 526+300 = 826 mm D1 = Depth = 150+( ½ x 826 ) = 413 mm R = 263 mm sin Q = (2x263)/826 = 0.6368 therefore Q = 97º 37' Hence Tan Q = 0.8258 cum Area = 826x413+(263)2 (Cot Q - pai + Q) = [ 341138+69169 ( 1/0.8258 - 180º + 39º 33')] sqmm = [ 341138+69169 (1.21 - 140º 27"x 3.14/180)]sqmm = [ 341138+69169x(1.21 - 2.45] sqmm = [ 341138+69169x (- 1.24) ] sqmm = [341138 -85769.56] = 255368.44 sqmm or 0.255368sqm For 10 meter lenght qty. of concrete required= 0.255368 x 10 = 2.55 (Rate vide code no. 4.5.10 of sub-head concrete)

2.55

Cost for 10 metres Cost pr metre

Say Rs.

P/F square-mouth S.W. gully trap grade 'A' complete with C.I. Grating brick masonry chamber with bricks of class designation 75 and water tight C.I. Cover with frame of 300x300 mm size(inside)the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: 21.4 21.4.1 100x100 mm size P type 21.4.1.2 With F.P.S. bricks Details of cost for one gully trap 100x100 mm Gully trap'P' type C.I. Grating 100x100 mm C.I. Cover with frame 300x300 mm inside Carriage of materials

each each each 1 time

1.00 1.00 1.00 1.73

1900 1364 1352 9999

Cement Concrete 1:5:10(1 cement :5 fine sand:10 graded stone aggregate 40 mm nominal size) 0.68x0.68x0.10 m = 0.046 cum Concrete around trap 0.30x0.30x0.67 m = 0.061 cum = 0.107 cum Deduct: 0.345 ÷ 3x[0.09+0.01+(0.09x0.01) ½] = 0.015 cum cum pai/4x(0.124)2 x 0.47 =0.006 cum = 0.021 cum Net quantity 0.107 cum( -) 0.021 cum = 0.086 cum say 0.09 cum (Rate as per item 4.5.11 of subhead : concrete)

Brick work with 75 class designation bricks in cement mortar 1;5 (1 cement:5 fine sand) cum 1.66x0.115x0.675 m = 0.129 cum say 0.13 cum Csement concrete 1:2:4 ( 1 cement :2 coarse sand:4 graded stone aggregate 20 mm nominal size) 1.66x0.115x0.04 m = 0.008 cum cum (Rate as per item no. 13.17 of subhead: finishing) 12 mm cement plaster 1:3 (1 cement :3 coarse sand)finishing with floating coat of near cement: [1/2x0.358x(1.20+0.40)] = 0.286 sqm. Say 0.29 sqm sqm (Rate as per item no. 13.17 of subhead: finishing)

0.09

0.13

0.01

0.29

Add for water charges@ 1% on 'A' Add for contractor's profit and overheads @ 10% on A+B Cost for one trap Say Rs. 21.4.2 21.4.2.2

100x100 mm size P type With F.P.S. bricks Details of cost for one gully trap 125x100 mm Gully trap'P' type C.I. Grating 125x125 mm C.I. Cover with frame 300x300 mm inside Carriage of materials

each each each 1 time

1.00 1.00 1.00 1.73

1901 1365 1352 9999

Cement Concrete 1:5:10(1 cement :5 fine sand:10 graded stone aggregate 40 mm nominal size) 0.68x0.68x0.10 m = 0.046 cum Concrete around trap 0.30x0.30x0.67 m = 0.061 cum = 0.107 cum Deduct: cum 0.345 ÷ 3x[0.09+0.01+(0.09x0.01) ½] = 0.015 cum pai/4x(0.124)2 x 0.47 =0.006 cum = 0.021 cum Net quantity 0.107 cum( -) 0.021 cum = 0.086 cum say 0.09 cum (Rate as per item 4.5.11 of subhead : concrete) Brick work with 75 class designation bricks in cement mortar 1;5 (1 cement:5 fine sand) cum 1.66x0.115x0.675 m = 0.129 cum say 0.13 cum Csement concrete 1:2:4 ( 1 cement :2 coarse sand:4 graded stone aggregate 20 mm nominal size) 1.66x0.115x0.04 m = 0.008 cum cum (Rate as per item no. 13.17 of subhead: finishing) 12 mm cement plaster 1:3 (1 cement :3 coarse sand)finishing with floating coat of near cement: [1/2x0.358x(1.20+0.40)] = 0.286 sqm. Say 0.29 sqm sqm (Rate as per item no. 13.17 of subhead: finishing)

0.09

0.13

0.01

0.29

Add for water charges@ 1% on 'A' Add for contractor's profit and overheads @ 10% on A+B Cost for one trap Say Rs. 21.4.3 21.4.3.2

150x100 mm size P type With F.P.S. bricks Details of cost for one gully trap 150x100 mm Gully trap'P' type C.I. Grating 150x150 mm C.I. Cover with frame 300x300 mm inside Carriage of materials Cement Concrete 1:5:10(1 cement :5 fine sand:10 graded stone aggregate 40 mm nominal size) 0.68x0.68x0.10 m = 0.046 cum Concrete around trap 0.30x0.30x0.675 m = 0.061 cum = 0.107 cum Deduct: 0.322 ÷ 3x[0.09+0.23+(0.09x0.023) ½] = 0.017 cum pai/4x(0.124)2 x 0.485 =0.006 cum = 0.023 cum Net quantity 0.107 cum( -) 0.023 cum = 0.086 cum say 0.08 cum (Rate as per item 4.5.11 of subhead : concrete)

each each each 1 time

1.00 1.00 1.00 1.73

cum

0.08

1902 1366 1352 9999

Brick work with 75 class designation bricks in cement mortar 1;5 (1 cement:5 fine sand) cum 1.66x0.115x0.675 m = 0.129 cum say 0.13 cum Csement concrete 1:2:4 ( 1 cement :2 coarse sand:4 graded stone aggregate 20 mm nominal size) 1.66x0.115x0.04 m = 0.008 cum cum (Rate as per item no. 13.17 of subhead: finishing) 12 mm cement plaster 1:3 (1 cement :3 coarse sand)finishing with floating coat of near cement: [1/2x0.337x(1.20+0.60)] = 0.303 sqm. Say 0.30 sqm sqm (Rate as per item no. 13.17 of subhead: finishing)

0.13

0.01

0.30

Add for water charges@ 1% on 'A' Add for contractor's profit and overheads @ 10% on A+B Cost for one trap Say Rs.

21.4.4 21.4.4.2

180x100 mm size P type With F.P.S. bricks Details of cost for one gully trap 180x100 mm Gully trap'P' type C.I. Grating 180x180 mm C.I. Cover with frame 300x300 mm inside Carriage of materials Cement Concrete 1:5:10(1 cement :5 fine sand:10 graded stone aggregate 40 mm nominal size) 0.65x0.65x0.10 m = 0.042 cum Concrete around trap 0.30x0.30x0.675 m = 0.061 cum = 0.103 cum Deduct: 0.295 ÷ 3x[0.09+0.32+(0.09x0.032) ½] = 0.017 cum pai/4x(0.124)2 x 0.480 =0.006 cum = 0.023 cum Net quantity 0.103 cum( -) 0.08 cum (Rate as per item 4.5.11 of subhead : concrete)

each each each 1 time

1.00 1.00 1.00 1.73

cum

0.08

Brick work with 75 class designation bricks in cement mortar 1;5 (1 cement:5 fine sand) cum 1.66x0.115x0.675 m = 0.129 cum say 0.13 cum Csement concrete 1:2:4 ( 1 cement :2 coarse sand:4 graded stone aggregate 20 mm nominal size) 1.66x0.115x0.04 m = 0.008 cum cum (Rate as per item no. 13.17 of subhead: finishing) 12 mm cement plaster 1:3 (1 cement :3 coarse sand)finishing with floating coat of near cement: [1/2x0.301x(1.20+0.72)] = 0.289 sqm. Say 0.29 sqm sqm (Rate as per item no. 13.17 of subhead: finishing) Add for water charges@ 1% on 'A'

0.13

0.01

0.29

1903 1367 1352 9999

Add for contractor's profit and overheads @ 10% on A+B Cost for one trap Say Rs. 21.4.5 21.4.5.2

180x150 mm size P type With F.P.S. bricks Details of cost for one gully trap 180x150 mm Gully trap'P' type C.I. Grating 180x180 mm C.I. Cover with frame 300x300 mm inside Carriage of materials Cement Concrete 1:5:10(1 cement :5 fine sand:10 graded stone aggregate 40 mm nominal size) 0.68x0.68x0.10 m = 0.046 cum Concrete around trap 0.30x0.30x0.675 m = 0.061 cum = 0.107 cum Deduct: 0.155 ÷ 3x[0.09+0.32+(0.09x0.032) ½] = 0.008 cum pai/4x(0.182)2 x 0.70 =0.018 cum = 0.026 cum Net quantity 0.107 cum( -) 0.026 cum = 0.081 cum say 0.08 cum (Rate as per item 4.5.11 of subhead : concrete)

each each each 1 time

1.00 1.00 1.00 1.73

cum

0.08

Brick work with 75 class designation bricks in cement mortar 1;5 (1 cement:5 fine sand) cum 1.66x0.115x0.675 m = 0.129 cum say 0.13 cum Csement concrete 1:2:4 ( 1 cement :2 coarse sand:4 graded stone aggregate 20 mm nominal size) 1.66x0.115x0.04 m = 0.008 cum cum (Rate as per item no. 13.17 of subhead: finishing) 12 mm cement plaster 1:3 (1 cement :3 coarse sand)finishing with floating coat of near cement: [1/2x0.166x(1.20+0.72)] = 0.159 sqm. Say 0.16 sqm sqm (Rate as per item no. 13.17 of subhead: finishing)

1903 1367 1352 9999

0.13

0.01

0.16

Add for water charges@ 1% on 'A' Add for contractor's profit and overheads @ 10% on A+B Cost for one trap Say Rs.

21.4.6

Deduct for providing 125x100 mm 'Q' type instead of 'P' type trap Details of cost for one qully trap Materials: 125x100 gully trap'P' type 125x100 mm gully trap'Q' type

each

1.00

1901

each

1.00

1905(-)

Defference. Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one trap Say Rs. 21.4.7 21.4.7.1

Extra for providing 'S' type instead of 'P' type trap 125x100 mm size Details of cost for one qully trap Materials: 125x100 gully trap 'S' type 125x100 mm gully trap'P'type

each

1.00

1906

each

1.00

1901

Defference. Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one trap Say Rs. 21.4.7.2

150x100 mm size Details of cost for one qully trap Materials: 125x100 gully trap 'S' type 125x100 mm gully trap'P'type Defference. Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for one trap

each each

1.00 1.00

1907 1902

Say Rs.

21.5 21.5.1

Dismantling of old S.W. pipes including breaking of joints and bed concrete stacking of useful materials near the site within 50 m lead and disposal of unserviceable materials into municipal dumps: 100 mm diameter Details of cost for 10m. Labour: each Beldar each Coolie Add for water charges@ 1% Add for contractor's profit and overheads @ 10%

0.49 0.36

114 115

Cost for 10 meter Cost for one meter 21.5.2

150 mm diameter Details of cost for 10m. Labour: Beldar Coolie Add for water charges@ 1%

Say Rs.

each each

0.49 0.45

114 115

Add for contractor's profit and overheads @ 10% Cost for 10 meter Cost for one meter 21.5.3

200 mm diameter Details of cost for 10m. Labour: Beldar Coolie Add for water charges@ 1% Add for contractor's profit and overheads @ 10%

Say Rs.

each each

0.49 0.51

114 115

Cost for 10 meter Cost for one meter 21.5.4

230 mm diameter Details of cost for 10m. Labour: Beldar Coolie Add for water charges@ 1% Add for contractor's profit and overheads @ 10%

Say Rs.

each each

0.49 0.54

114 115

Cost for 10 meter Cost for one meter 21.5.5

250 mm diameter Details of cost for 10m. Labour: Beldar Coolie Add for water charges@ 1% Add for contractor's profit and overheads @ 10%

Say Rs.

each each

0.49 0.57

114 115

Cost for 10 meter Cost for one meter 21.5.6

300 mm diameter Details of cost for 10m. Labour: Beldar Coolie Add for water charges@ 1% Add for contractor's profit and overheads @ 10%

Say Rs.

each each

0.49 0.63

114 115

Cost for 10 meter Cost for one meter 21.5.7

350 mm diameter Details of cost for 10m. Labour: Beldar Coolie

Say Rs.

each each

0.49 0.69

114 115

Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for 10 meter Cost for one meter 21.5.8

400 mm diameter Details of cost for 10m. Labour: Beldar Coolie Add for water charges@ 1% Add for contractor's profit and overheads @ 10%

Say Rs.

each each

0.49 0.75

114 115

Cost for 10 meter Cost for one meter 21.5.9

450 mm diameter Details of cost for 10m. Labour: Beldar Coolie Add for water charges@ 1% Add for contractor's profit and overheads @ 10%

Say Rs.

each each

0.49 0.81

114 115

Cost for 10 meter Cost for one meter P/L non-pressure NP2 class(light duty) RCC pipes with collars jointed with stiff mixture of cement 21.6 mortar in the proportion of joint etc. complete: 21.6.1 100 mm dia R.C.C. pipe Material: Details of cost for 10m. 100 mm dia pipe (in 2 m. length = 5 Nos.) Collars 5 Nos. Carriage of pipes Cement for 5 joints = 5x 0.00065= 0.00325 cum = 0.0048 t say .005 tonne Carriage of cement Fine sand for 5 joints = 0.0013x5 = 0.0065 cum = 0.006 cum Carriage of sand Labour: Mason 1st class Mason 2nd class Beldar Bhishti Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for 10 mrretre Cost for per metre

Say Rs.

metre each 100m

10.00 5.00 0.10

1700 1714 2275

tonne

0.005

367

tonne

0.005

2209

cum

0.006

983

cum

0.006

2261

each each each each

0.32 0.32 0.63 0.16

123 124 114 101

Say Rs.

21.6.2

21.6.3

21.6.4

150 mm dia R.C.C. pipe Material: Details of cost for 10m. 150 mm dia pipe (in 2 m. length = 5 Nos.) Collars 5 Nos. Carriage of pipes Cement for 5 joints = 5x 0.0008= 0.004 cum = 0.006 t Carriage of cement Fine sand for 5 joints = 0.0016x5 = 0.008 cum = 0.006 cum Carriage of sand Labour: Mason 1st class Mason 2nd class Beldar Bhishti Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for 10 mrretre Cost for per metre 250 mm dia R.C.C. pipe Material: Details of cost for 10m. 250 mm dia pipe (in 2 m. length = 5 Nos.) Collars 5 Nos. Carriage of pipes Cement for 5 joints = 5x 0.0012= 0.006 cum = 0.009 t Carriage of cement Fine sand for 5 joints = 0.0024x5 = 0.012 cum Carriage of sand Labour: Mason 1st class Mason 2nd class Beldar Bhishti Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for 10 mrretre Cost for per metre 300 mm dia R.C.C. pipe Material: Details of cost for 10m. 300 mm dia pipe (in 2.5 m. length = 4 Nos.) Collars 4 Nos. Carriage of pipes

metre each 100m

10.00 5.00 0.10

1701 1715 2281

tonne

0.006

367

tonne

0.006

2209

cum

0.008

983

cum

0.008

2261

each each each each

0.39 0.39 0.78 0.16

123 124 114 101

Say Rs.

metre each 100m

10.00 5.00 0.10

1702 1716 2287

tonne

0.009

367

tonne cum cum

0.009 0.012 0.012

2209 983 2261

each each each each

0.54 0.54 1.50 0.23

123 124 114 101

Say Rs.

metre each 100m

10.00 4.00 0.10

1703 1717 2290

Cement for 4 joints = 4x 0.00185= 0.0074 cum = 0.011 t Carriage of cement Fine sand for 4 joints = 0.0037x4 = 0.0148 cum say 0.015 cum Carriage of sand Labour: Mason 1st class Mason 2nd class Beldar Bhishti Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for 10 mrretre Cost for per metre 21.6.5

21.6.6

tonne

0.011

367

tonne

0.011

2209

cum

0.015

983

cum

0.015

2261

each each each each

0.59 0.59 1.16 0.20

123 124 114 101

450 mm dia R.C.C. pipe Material: Details of cost for 10m. metre 450 mm dia pipe (in 2.5 m. length = 4 Nos.) each Collars 4 Nos. 100m Carriage of pipes Cement for 4 joints = 4x 0.0041= 0.0164 cum = tonne 0.024 t tonne Carriage of cement cum Fine sand for 4 joints = 0.0082x4 = 0.033 cum cum Carriage of sand Labour: each Mason 1st class each Mason 2nd class each Beldar each Bhishti Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for 10 mrretre Cost for per metre 500 mm dia R.C.C. pipe Material: Details of cost for 10m. metre 500 mm dia pipe (in 2.5 m. length = 4 Nos.) each Collars 4 Nos. 100m Carriage of pipes Cement for 4 joints = 4x 0.0045= 0.018 cum = 0.026 tonne t tonne Carriage of cement cum Fine sand for 4 joints = 0.0089x4 = 0.036 cum cum Carriage of sand Labour: each Mason 1st class

Say Rs.

10.00 4.00 0.10

1704 1718 2299

0.024

367

0.024 0.033 0.033

2209 983 2261

0.75 0.75 1.50 0.33

123 124 114 101

Say Rs.

10.00 4.00 0.10

1705 1719 2299

0.026

367

0.026 0.036 0.036

2209 983 2261

0.81

123

Mason 2nd class Beldar Bhishti Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for 10 mrretre Cost for per metre 21.6.7

21.6.8

each each each

124 114 101

Say Rs.

600 mm dia R.C.C. pipe Material: Details of cost for 10m. metre 600 mm dia pipe (in 2.5 m. length = 4 Nos.) each Collars 4 Nos. 100m Carriage of pipes Cement for 4 joints = 4x 0.0054= 0.0216 cum = tonne 0.032 t tonne Carriage of cement cum Fine sand for 4 joints = 0.0108x4 = 0.043 cum cum Carriage of sand Labour: each Mason 1st class each Mason 2nd class each Beldar each Bhishti Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for 10 mrretre Cost for per metre 700 mm dia R.C.C. pipe Material: Details of cost for 10m. 700 mm dia pipe (in 2.5 m. length = 4 Nos.) Collars 4 Nos. Carriage of pipes Cement for 4 joints = 4x 0.0062= 0.0248 cum = 0.037 t Carriage of cement Fine sand for 4 joints = 0.0124x4 = 0.0496 cumsay 0.05 cum Carriage of sand Labour: Mason 1st class Mason 2nd class Beldar Bhishti Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for 10 mrretre

0.81 1.62 0.33

10.00 4.00 0.10

1706 1720 2223

0.032

367

0.032 0.043 0.043

2209 983 2261

0.92 0.92 1.83 0.33

123 124 114 101

Say Rs.

metre each 100m

10.00 4.00 0.10

1707 1721 2223

tonne

0.037

367

tonne

0.037

2209

cum

0.05

983

cum

0.05

2261

each each each each

1.03 1.03 2.06 0.42

123 124 114 101

Say Rs.

Cost for per metre 21.6.9

21.6.10

21.6.11

800 mm dia R.C.C. pipe Material: Details of cost for 10m. 800 mm dia pipe (in 2.5 m. length = 4 Nos.) Collars 4 Nos. Carriage of pipes Cement for 4 joints = 4x 0.0072= 0.0288 cum = 0.042 t Carriage of cement Fine sand for 4 joints = 0.0143x4 = 0.0572 cumsay 0.057 cum Carriage of sand Labour: Mason 1st class Mason 2nd class Beldar Bhishti Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for 10 mrretre Cost for per metre

metre each 100m

10.00 4.00 0.10

1709 1723 2223

tonne

0.042

367

tonne

0.042

2209

cum

0.057

983

cum

0.057

2261

each each each each

1.14 1.14 2.28 0.42

123 124 114 101

Say Rs.

900 mm dia R.C.C. pipe Material: Details of cost for 10m. metre 900 mm dia pipe (in 2.5 m. length = 4 Nos.) each Collars 4 Nos. 100m Carriage of pipes Cement for 4 joints = 4x 0.0082= 0.0328 cum = tonne 0.0488 t say 0.049 t. tonne Carriage of cement cum Fine sand for 4 joints = 0.0164x4 = 0.066 cum cum Carriage of sand Labour: each Mason 1st class each Mason 2nd class each Beldar each Bhishti Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for 10 mrretre Cost for per metre 1000 mm dia R.C.C. pipe Material: Details of cost for 10m. 1000 mm dia pipe (in 2.5 m. length = 4 Nos.) Collars 4 Nos.

metre each

10.00 4.00 0.10

1710 1724 2331

0.049

367

0.049 0.066 0.066

2209 983 2261

1.25 1.25 3.00 0.50

123 124 114 101

Say Rs.

10.00 4.00

1711 1725

100m Carriage of pipes Cement for 4 joints = 4x 0.0092= 0.0368 cum = tonne 0.055 t tonne Carriage of cement cum Fine sand for 4 joints = 0.0185x4 = 0.074 cum cum Carriage of sand Labour: each Mason 1st class each Mason 2nd class each Beldar each Bhishti Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for 10 mrretre Cost for per metre 21.6.12

21.6.13

1100 mm dia R.C.C. pipe Material: Details of cost for 10m. 1100 mm dia pipe (in 2.5 m. length = 4 Nos.) Collars 4 Nos. Carriage of pipes Cement for 4 joints = 4x 0.0103= 0.0412 cum = 0.061 t Carriage of cement Fine sand for 4 joints = 0.0206x4 = 0.0824 cumsay 0.082 cum Carriage of sand Labour: Mason 1st class Mason 2nd class Beldar Bhishti Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for 10 mrretre Cost for per metre 1200 mm dia R.C.C. pipe Material: Details of cost for 10m. 1200 mm dia pipe (in 2.5 m. length = 4 Nos.) Collars 4 Nos. Carriage of pipes Cement for 4 joints = 0.0114x4 = 0.0456 cum = 0.068 t Carriage of cement Fine sand for 4 joints = 0.0229x4 = 0.0916 cum say 0.092 cum Carriage of sand

0.10

2332

0.055

367

0.055 0.074 0.074

2209 983 2261

1.36 1.36 4.33 0.50

123 124 114 101

Say Rs.

metre each 100m

10.00 4.00 0.10

1712 1726 2333

tonne

0.061

367

tonne

0.061

2209

cum

0.082

983

cum

0.082

2261

each each each each

1.47 1.47 6.30 0.60

123 124 114 101

Say Rs.

metre each 100m

10.00 4.00 0.10

1713 1727 2334

tonne

0.068

367

tonne

0.068

2209

cum

0.092

983

cum

0.092

2261

Labour: Mason 1st class Mason 2nd class Beldar Bhishti Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for 10 mrretre Cost for per metre P/L class P1,RCC pressure pipes with collars tested to 20 m. head jointed with stiff mixture of cement mortar in the proportion 1:2(1 cement ;2 fine sand) 21.7 including testing of joints etc. complete. 21.7.1 100 mm dia R.C.C. pipe Details of cost for 10 m. Material: 100 mm dia pipe (in 2 m. length = 5 Nos.) Collars 5 Nos. Add same as X of item no. 21.6.1 Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for 10 mrretre Cost for per metre 21.7.2

21.7.3

21.7.4

150 mm dia R.C.C. pipe Details of cost for 10 m. Material: 150 mm dia pipe (in 2 m. length = 5 Nos.) Collars 5 Nos. Add same as X of item no. 21.6.2 Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for 10 mrretre Cost for per metre 250 mm dia R.C.C. pipe Details of cost for 10 m. Material: 250 mm dia pipe (in 2 m. length = 5 Nos.) Collars 5 Nos. Add same as X of item no. 21.6.3 Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for 10 mrretre Cost for per metre 300 mm dia R.C.C. pipe Details of cost for 10 m. Material: 300 mm dia pipe (in 2.5 m. length = 4Nos.)

each each each each

1.59 1.59 8.67 0.67

123 124 114 101

Say Rs.

metre each

10.00 5.00

1728 1737

Say Rs.

metre each

10.00 5.00

1729 1738

Say Rs.

metre each

10.00 5.00

1730 1739

Say Rs.

metre

10.00

1731

Collars 4 Nos. Add same as X of item no. 21.6.4 Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for 10 mrretre Cost for per metre 21.7.5

21.7.6

21.7.7

21.7.8

450 mm dia R.C.C. pipe Details of cost for 10 m. Material: 450 mm dia pipe (in 2.5 m. length = 4 Nos.) Collars 4 Nos. Add same as X of item no. 21.6.5 Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for 10 mrretre Cost for per metre 500 mm dia R.C.C. pipe Details of cost for 10 m. Material: 500 mm dia pipe (in 2.5 m. length = 4 Nos.) Collars 4 Nos. Add same as X of item no. 21.6.6 Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for 10 mrretre Cost for per metre 600mm dia R.C.C. pipe Details of cost for 10 m. Material: 600 mm dia pipe (in 2.5 m. length = 4 Nos.) Collars 4 Nos. Add same as X of item no. 21.6.7 Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for 10 mrretre Cost for per metre 700 mm dia R.C.C. pipe Details of cost for 10 m. Material: 700 mm dia pipe (in 2.5 m. length = 4 Nos.) Collars 4 Nos. Add same as X of item no. 21.6.8 Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for 10 mrretre Cost for per metre

each

4.00

1740

Say Rs.

metre each

10.00 4.00

1732 1741

Say Rs.

metre each

10.00 4.00

1733 1742

Say Rs.

metre each

10.00 4.00

1734 1743

Say Rs.

metre each

10.00 4.00

1735 1744

Say Rs.

21.7.9

80 mm dia R.C.C. pipe Details of cost for 10 m. Material: 80 mm dia pipe (in 2 length = 5 Nos.) class P1 P1 Collars Carriage of pipes Cement for 5 joints = 5x 0.00052 cum = 0.000260 cum = 0.038 t say 0.0040 tonne Carriage of cement Fine sand for 5 joints = 0.0013x5x08 = 0.0052 cum say 0.005 cum Carriage of sand Labour: Mason 1st class Mason 2nd class Beldar Bhishti Add for water charges@ 1% Add for contractor's profit and overheads @ 10%

metre each tonne

10.00 5.00 0.197

3786 3840 2274

tonne

0.004

367

tonne

0.004

2209

cum

0.005

983

cum

0.005

2261

each each each each

0.26 0.26 0.50 0.13

123 124 114 101

Cost for 10 mrretre Cost for per metre 21.7.10

21.7.11

350 mm dia R.C.C. pipe Details of cost for 10 m. Material: 350 mm dia pipe (in 2.5 length = 4 Nos.) class P1 P1 Collars Carriage of pipes Cement for 4 joints = 4x 0.0026 cum = 0.00104 cum = 0.0147 t say 0.015 tonne Carriage of cement Fine sand for 4 joints = 0.0052x4 = 0.00208 cum say 0.021 cum Carriage of sand Labour: Mason 1st class Mason 2nd class Beldar Bhishti Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for 10 mrretre Cost for per metre 400 mm dia R.C.C. pipe Details of cost for 10 m. Material: 400 mm dia pipe (in 2.5 length = 4 Nos.) class P1 P1 Collars

Say Rs.

metre each tonne

10.00 4.00 0.197

3787 3841 2293

tonne

0.015

367

tonne

0.015

2209

cum

0.021

983

cum

0.021

2261

each each each each

0.64 0.64 1.27 0.24

123 124 114 101

Say Rs.

metre each

10.00 4.00

3788 3842

Carriage of pipes Cement for 4 joints = 4x 0.0033 cum = 0.00132 cum = 0.0187 t say 0.019 tonne Carriage of cement Fine sand for 4 joints = 0.0067x4 = 0.00268 cum say 0.027 cum Carriage of sand Labour: Mason 1st class Mason 2nd class Beldar Bhishti Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for 10 mrretre Cost for per metre

100m

10.00

2296

tonne

0.019

367

tonne

0.019

2209

cum

0.027

983

cum

0.027

2261

each each each each

0.70 0.70 1.39 0.29

123 124 114 101

Say Rs.

P/L class P2,RCC pressure pipes with collars tested to 40 m. head jointed with stiff mixture of cement mortar in the proportion 1:2(1 cement ;2 fine sand) 21.8 including testing of joints etc. complete. 21.8.1 100 mm dia R.C.C. pipe Details of cost for 10 m. Material: metre 100 mm dia pipe (in 2 m. length = 5 Nos.) each Collars 5 Nos. Add same as X of item no. 21.6.1 Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for 10 mrretre Cost for per metre 21.8.2

21.8.3

150 mm dia R.C.C. pipe Details of cost for 10 m. Material: 150 mm dia pipe (in 2 m. length = 5 Nos.) Collars 5 Nos. Add same as X of item no. 21.6.2 Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for 10 mrretre Cost for per metre 250 mm dia R.C.C. pipe Details of cost for 10 m. Material: 250 mm dia pipe (in 2 m. length = 5 Nos.) Collars 5 Nos. Add same as X of item no. 21.6.3 Add for water charges@ 1%

metre each

10.00 5.00

1746 1753

Say Rs.

10.00 5.00

1747 1754

Say Rs.

metre each

10.00 5.00

1748 1755

Add for contractor's profit and overheads @ 10% Cost for 10 mrretre Cost for per metre 21.8.4

21.8.5

21.8.6

300 mm dia R.C.C. pipe Details of cost for 10 m. Material: 300 mm dia pipe (in 2.5 m. length = 4Nos.) Collars 4 Nos. Carriage of pipe Cement for 4 joints = 0.00205x4 = 0.0082 cum = 0.012 t Carriage of cement Fine sand for 4 joints = 0.0041x4 = 0.0164 cum say 0.016 cum Carriage of sand Labour: Mason 1st class Mason 2nd class Beldar Bhishti Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for 10 mrretre Cost for per metre 450 mm dia R.C.C. pipe Details of cost for 10 m. Material: 450 mm dia pipe (in 2.5 m. length = 4Nos.) Collars 4 Nos. Carriage of pipe Cement for 4 joints = 0.00455x4 = 0.0182 cum = 0.027 t Carriage of cement Fine sand for 4 joints = 0.0091x4 = 0.0364 cum say 0.036 cum Carriage of sand Labour: Mason 1st class Mason 2nd class Beldar Bhishti Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for 10 mrretre Cost for per metre 500 mm dia R.C.C. pipe Material:

Say Rs.

metre each 100m

10.00 4.00 0.10

1749 1759 2290

tonne

0.01

367

tonne

0.012

2209

cum

0.016

983

cum

0.016

2261

each each each each

0.59 0.59 1.16 0.20

123 124 114 101

Say Rs.

metre each 100m

10.00 4.00 0.10

1750 1757 2299

tonne

0.03

367

tonne

0.03

2209

cum

0.036

983

cum

0.036

2261

each each each each

0.75 0.75 1.50 0.33

123 124 114 101

Say Rs.

Details of cost for 10m. 500 mm dia pipe (in 2.5 m. length = 4 Nos.) Collars 4 Nos. Carriage of pipes Cement for 4 joints = 4x 0.00515= 0.0206 cum = 0.030 t Carriage of cement Fine sand for 4 joints = 0.0103x4 = 0.0412 cum say 0.041 Carriage of sand Labour: Mason 1st class Mason 2nd class Beldar Bhishti Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for 10 mrretre Cost for per metre 21.8.7

21.8.8

600 mm dia R.C.C. pipe Material: Details of cost for 10m. 600 mm dia pipe (in 2.5 m. length = 4 Nos.) Collars 4 Nos. Carriage of pipes Cement for 4 joints = 4x 0.00635= 0.0254 cum = 0.038 t Carriage of cement Fine sand for 4 joints = 0.0127x4 = 0.0508 cum say 0.051 Carriage of sand Labour: Mason 1st class Mason 2nd class Beldar Bhishti Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for 10 mrretre Cost for per metre 80 mm dia R.C.C. pipe Details of cost for 10 m. Material: 80 mm dia pipe (in 2 length = 5 Nos.) class P2 P2 Collars = 4 Nos. Carriage of pipes Cement for 5 joints = 5x 0.00052 cum = 0.00260 cum = 0.038 t say 0.004 tonne

metre each 100m

10.00 4.00 0.10

1751 1758 2299

tonne

0.030

367

tonne

0.030

2209

cum

0.041

983

cum

0.041

2261

each each each each

0.81 0.81 1.62 0.33

123 124 114 101

Say Rs.

metre each 100m

10.00 4.00 0.10

1752 1759 2223

tonne

0.038

367

tonne

0.030

2209

cum

0.051

983

cum

0.051

2261

each each each each

0.92 0.92 1.83 0.33

123 124 114 101

Say Rs.

metre each tonne

10.00 5.00 0.197

3794 3848 2274

tonne

0.004

367

tonne Carriage of cement Fine sand for 5 joints = 0.00104x5 = 0.005 cum say cum 0.005 cum cum Carriage of sand Labour: each Mason 1st class each Mason 2nd class each Beldar each Bhishti Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for 10 mrretre Cost for per metre 21.8.9

21.8.10

350 mm dia R.C.C. pipe Details of cost for 10 m. Material: 350 mm dia pipe (in 2.5 length = 4 Nos.) class P2 P2 Collars = 4 Nos. Carriage of pipes Cement for 4 joints = 4x 0.00288 cum = 0.01152 cum = 0.016 t Carriage of cement Fine sand for 4 joints = 0.0058x4 = 0.00232 cum say 0.023 cum Carriage of sand Labour: Mason 1st class Mason 2nd class Beldar Bhishti Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for 10 mrretre Cost for per metre 400 mm dia R.C.C. pipe Details of cost for 10 m. Material: 400 mm dia pipe (in 2.5 length = 4 Nos.) class P2 P2 Collars = 4 Nos. Carriage of pipes Cement for 4 joints = 4x 0.00372 cum = 0.01488 cum = 0.021 t Carriage of cement Fine sand for 4 joints = 0.00744x4 = 0.02976 cum say 0.03 cum Carriage of sand Labour: Mason 1st class

0.004

2209

0.005

983

0.005

2261

0.26 0.26 0.50 0.13

123 124 114 101

Say Rs.

metre each tonne

10.00 4.00 0.197

3795 3849 2293

tonne

0.016

367

tonne

0.016

2209

cum

0.023

983

cum

0.023

2261

each each each each

0.64 0.64 1.27 0.24

123 124 114 101

Say Rs.

metre each 100m

10.00 4.00 10.00

3796 3850 2296

tonne

0.021

367

tonne

0.021

2209

cum

0.03

983

cum

0.03

2261

each

0.70

123

Mason 2nd class Beldar Bhishti Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for 10 mrretre Cost for per metre

each each each

21.9.3

150 mm dia R.C.C. pipe Details of cost for 10 m. Material: 150 mm dia pipe (in 2 m. length = 5 Nos.) Collars 5 Nos. Add same as X of item no. 21.6.2 Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for 10 mrretre Cost for per metre 250 mm dia R.C.C. pipe Details of cost for 10 m. Material: 250 mm dia pipe (in 2 m. length = 5Nos.) Collars 5 Nos. Carriage of pipe Cement for 5 joints = 0.00135x5 = 0.00675 cum = 0.01 t Carriage of cement Fine sand for 5joints = 0.0027x5 = 0.0135 cum say 0.014 cum Carriage of sand Labour: Mason 1st class Mason 2nd class Beldar

124 114 101

Say Rs.

P/L class P3,RCC pressure pipes with collars tested to 60 m. head jointed with stiff mixture of cement mortar in the proportion 1:2(1 cement ;2 fine sand) 21.9 including testing of joints etc. complete. 21.9.1 100 mm dia R.C.C. pipe Details of cost for 10 m. Material: metre 100 mm dia pipe (in 2 m. length = 5 Nos.) each Collars 5 Nos. Add same as X of item no. 21.6.1 Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for 10 mrretre Cost for per metre 21.9.2

0.70 1.39 0.29

metre each

10.00 5.00

1760 1764

Say Rs.

10.00 5.00

1761 1765

Say Rs.

metre each 100m

10.00 5.00 0.10

1762 1766 2287

tonne

0.01

367

tonne

0.01

2209

cum

0.014

983

cum

0.014

2261

each each each

0.54 0.54 1.05

123 124 114

Bhishti Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for 10 mrretre Cost for per metre 21.9.4

21.9.5

300 mm dia R.C.C. pipe Details of cost for 10 m. Material: 300 mm dia pipe (in 2.5 m. length = 4Nos.) Collars 4 Nos. Carriage of pipe Cement for 4 joints = 0.00215x4 = 0.0086 cum = 0.013 t Carriage of cement Fine sand for 4 joints = 0.0043x4 = 0.0172 cum say 0.017 cum Carriage of sand Labour: Mason 1st class Mason 2nd class Beldar Bhishti Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for 10 mrretre Cost for per metre 80 mm dia R.C.C. pipe Details of cost for 10 m. Material: 80 mm dia pipe (in 2 length = 5 Nos.) P3 Collars = 5 Nos. Carriage of pipes Cement for 5 joints = 5x 0.0052 cum = 0.0026 cum = 0.0037 t say 0.004 tonne Carriage of cement Fine sand for 5 joints = 0.00104x5 = 0.00520 cum say 0.005 cum Carriage of sand Labour: Mason 1st class Mason 2nd class Beldar Bhishti Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for 10 mrretre Cost for per metre

each

0.23

101

Say Rs.

metre each 100m

10.00 4.00 0.10

1763 1767 2290

tonne

0.01

367

tonne

0.01

2209

cum

0.017

983

cum

0.017

2261

each each each each

0.59 0.59 1.16 0.20

123 124 114 101

Say Rs.

metre each tonne

10.00 5.00 0.197

3797 3851 2274

tonne

0.004

367

tonne

0.004

2209

cum

0.005

983

cum

0.005

2261

each each each each

0.26 0.26 0.50 0.13

123 124 114 101

Say Rs.

21.9.6

21.9.7

350 mm dia R.C.C. pipe Details of cost for 10 m. Material: 350 mm dia pipe (in 2.5 length = 4 Nos.) P3 Collars = 4 Nos. Carriage of pipes Cement for 4 joints = 4x 0.00295 cum = 0.0118 cum = 0.017 t Carriage of cement Fine sand for 4 joints = 0.0059x4 = 0.00236 cum say 0.024 cum Carriage of sand Labour: Mason 1st class Mason 2nd class Beldar Bhishti Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for 10 mrretre Cost for per metre 400 mm dia R.C.C. pipe Details of cost for 10 m. Material: 400 mm dia pipe (in 2.5 length = 4 Nos.) P3 Collars = 4 Nos. Carriage of pipes Cement for 4 joints = 4x 0.00375 cum = 0.015 =1.4126x0.015=0.021 t Carriage of cement Fine sand for 4 joints = 0.0075x4 = 0.0300 cum say 0.03 cum Carriage of sand Labour: Mason 1st class Mason 2nd class Beldar Bhishti Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for 10 mrretre Cost for per metre

Providing and laying unreinforced cement concrete pipes class NP1 with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement:2 fine sand) including testing of joints 21.10 etc.complete: 21.10.1 80 mm dia C.C. pipes(NP1)

metre each tonne

10.00 4.00 0.197

3798 3852 2293

tonne

0.017

367

tonne

0.017

2209

cum

0.024

983

cum

0.024

2261

each each each each

0.64 0.64 1.27 0.24

123 124 114 101

Say Rs.

metre each 100m

10.00 4.00 10.00

3799 3853 2296

tonne

0.021

367

tonne

0.021

2209

cum

0.03

983

cum

0.03

2261

each each each each

0.69 0.69 1.38 0.26

123 124 114 101

Say Rs.

Details of cost for 10 metre Material: 80 mm dia pipes including collars(in 1 metre length = 10 Nos. ) NP1 Carriage of pipes 5% allowance for breakage on 'X' cement for 10 joints = 0.008 tonne Carriage of cement Fine sand for 10 joints Carriage of fine sand Labour: Mason 1st class Mason 2nd class Beldar Bhishti Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for 10 mrretre Cost for per metre 21.10.2

100 mm dia C.C. pipes(NP1) Details of cost for 10 metre Material: 100 mm dia pipes including collars(in 1 metre length = 10 Nos. ) NP1 Carriage of pipes 5% allowance for breakage on 'X' cement for 10 joints = 0.0096 tonne say 0.01 t Carriage of cement Fine sand for 10 joints = 10x 0.0013 = 0.013 cum Carriage of fine sand Labour: Mason 1st class Mason 2nd class Beldar Bhishti Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for 10 mrretre Cost for per metre

21.10.3

150 mm dia C.C. pipes(NP1) Details of cost for 10 metre Material: 150 mm dia pipes including collars(in 1 metre length = 10 Nos. ) NP1 Carriage of pipes 5% allowance for breakage on 'X' cement for 10 joints = 10x0.0008 =0.008 cum say 0.012 t Carriage of cement

metre

10.00

3862

tonne

0.2

2274

tonne

0.01

367

tonne cum cum

0.01 0.01 0.01

2209 983 2261

each each each each

0.69 0.69 1.38 0.26

123 124 114 101

Say Rs.

metre

10.00

3868

100m

0.10

2277

tonne

0.01

367

tonne cum

0.01 0.01

2209 983

cum

0.01

2261

each each each each

0.64 0.64 1.00 0.32

123 124 114 101

Say Rs.

metre

10.00

3869

100m

0.10

2283

tonne

0.01

367

tonne

0.01

2209

Fine sand for 10 joints = 10x 0.0016 = 0.016 cum Carriage of fine sand Labour: Mason 1st class Mason 2nd class Beldar Bhishti Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for 10 mrretre Cost for per metre 21.10.34

250 mm dia C.C. pipes(NP1) Details of cost for 10 metre Material: 250 mm dia pipes including collars(in 1 metre length = 10 Nos. ) NP1 Carriage of pipes 5% allowance for breakage on 'X' cement for 10 joints = 10x0.0012 =0.012 cum say 0.018 t Carriage of cement Fine sand for 10 joints = 10x 0.0024 = 0.024 cum Carriage of fine sand Labour: Mason 1st class Mason 2nd class Beldar Bhishti Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for 10 mrretre Cost for per metre

21.10.5

300 mm dia C.C. pipes(NP1) Details of cost for 10 metre Material: 300 mm dia pipes including collars(in 1 metre length = 10 Nos. ) NP1 Carriage of pipes 5% allowance for breakage on 'X' cement for 10 joints = 10x0.00185 =0.0185 cum say 0.027 t Carriage of cement Fine sand for 10 joints = 10x 0.0037 = 0.037 cum Carriage of fine sand Labour: Mason 1st class Mason 2nd class Beldar Bhishti

cum cum

0.02 0.02

983 2261

each each each each

0.78 0.78 1.25 0.32

123 124 114 101

Say Rs.

metre

10.00

3870

100m

0.10

2289

tonne

0.02

367

tonne cum

0.02 0.02

2209 983

cum

0.02

2261

each each each each

1.08 1.08 1.50 0.46

123 124 114 101

Say Rs.

metre

10.00

3871

100m

0.10

2292

tonne

0.03

367

tonne

0.03

2209

cum cum

0.04 0.04

983 2261

each each each each

1.25 1.25 1.75 0.50

123 124 114 101

Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for 10 mrretre Cost for per metre 21.10.6

350 mm dia C.C. pipes(NP1) Details of cost for 10 metre Material: 350 mm dia pipes including collars(in 1 metre length metre = 10 Nos. ) NP1 100m Carriage of pipes 5% allowance for breakage on 'X' cement for 10 joints = 10x0.0025 =0.025 cum =0.0353 t say 0.035 t tonne

10.00

3800

0.10

2295

0.04

367

tonne cum

0.04 0.05

2209 983

cum

0.05

2261

each each each each

1.42 1.42 2.00 0.54

123 124 114 101

Carriage of cement Fine sand for 10 joints = 10x 0.005 = 0.05 cum Carriage of fine sand Labour: Mason 1st class Mason 2nd class Beldar Bhishti Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for 10 mrretre Cost for per metre 21.10.7

400 mm dia C.C. pipes(NP1) Details of cost for 10 metre Material: 400 mm dia pipes including collars(in 1 metre length = 10 Nos. ) NP1 Carriage of pipes 5% allowance for breakage on 'X' cement for 10 joints = 10x0.00315 =0.0315 cum say 0.044 t Carriage of cement Fine sand for 10 joints = 10x 0.0066 = 0.063 cum Carriage of fine sand Labour: Mason 1st class Mason 2nd class Beldar Bhishti Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for 10 mrretre Cost for per metre

21.10.8

Say Rs.

450 mm dia C.C. pipes(NP1) Details of cost for 10 metre

Say Rs.

metre

10.00

3801

100m

0.10

2298

tonne

0.04

367

tonne

0.04

2209

cum cum

0.06 0.06

983 2261

each each each each

1.59 1.59 2.25 0.58

123 124 114 101

Say Rs.

Material: 450 mm dia pipes including collars(in 1 metre length = 10 Nos. ) NP1 Carriage of pipes 5% allowance for breakage on 'X' cement for 10 joints = 10x0.0038 =0.038 cum say 0.054 t Carriage of cement Fine sand for 10 joints = 10x 0.0076 = 0.076 cum Carriage of fine sand Labour: Mason 1st class Mason 2nd class Beldar Bhishti Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for 10 mrretre Cost for per metre

metre

10.00

3802

100m

0.10

2301

tonne

0.05

367

tonne cum

0.05 0.08

2209 983

cum

0.08

2261

each each each each

1.76 1.76 2.5 0.62

123 124 114 101

Say Rs.

Constructing brick masonry manhole with 75 class designation bricks in cement mortar 1:4 (1 cement:4 coarse sand) RCC top slab with 1:2:4 mix ( 1 cement :1 coarse sand:4 graded stone aggregate 20 mm nominal size) foundation concrete 1:4:8 mix (1 cement :4 coarse sand : 8 graded stone aggregate 40 mm nominal size) inside plastering 12 mm thick with cement mortar 1:3 ( 1 cement :3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 ( 1 cement :1 coarse sand:4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design. 21.11 Inside size 90x80 cm and 45 cm deep including C.I. Cover with frame (light duty) 455 x 610 mm internal diamensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) 21.11.1 21.11.1.2 With F.P.S. bricks Material: Cement concrete 1:4:8 (1 cement :4 coarse sand : 8 graded stone aggregate 40 mm nominal size) cum 1.51x1.41x0.20 m = 0.426 cum say 0.43 cum (Rate as per item 4.5.8 of sub head concrete brick work with bricks of class designation 75 in foundation & plinth in cement mortar 1:4 (1cement :4 coarse sand) 4.32x0.23x0.35 m = 0.348 cum Less cum pipe 2pai/4(0.15m) 2x0.23m = (-) 0.008 cum = 0.340 cum

0.43

0.34

(Rate as per item 6.1.12 of sub head brick work) 1:2:4 ( 1 cement :1 coarse sand:4 graded stone aggregate 20 mm nominal size) for benching = 2x0.90x(0.80/2)x(0.30+0.20)/2 = 0.18cum Less pipe cum 1x0.90xpai/4(0.15m)2 = (-) 0.02 cum = 0.16 cum (Rate as per item4.5.3 of sub head : concrete) 12 mm cement plaster 1:3 )1 cement :3 coarse sand) finishing with floating coat of neat cement sqm 3.40mx0.05m =0.17 sqm 2x1/2x0.80x0.10 m = 0.08 sqm = 0.25 sqm (Rate as per item4.5.3 of sub head :finishing) Reinforced cement concrete work 1:2:4 ( 1 cement :1 coarse sand:4 graded stone aggregate 20 mm nominal size) cum for slab: 1.36x1.26x0.15 m = 0.257 cum less cover = 0.61x0.455m = (-) 0.042cum = 0.215 cum say 0.22 (Rate as per item 5.3 of sub head RCC work) Mild steel reinforcement for slab: = 0.22 cum @ 48.06 kg/cum = 10.57 kg (Rate as per item 5.29.1 of sub head RCC work) Form work = 0.90x0.80 = 0.72 sqm less cover = 0.61x0.455m = (-)0.278 sqm = 0.442sqm say 0.44 sqm Labour: Mason 1st class Mason 2nd class C.I. Cover with frame 455x610mm (Inside) Carriage of C.I. Cover and frame Painting of C.I. Cover and frame with coal tar Sundries Add for water charges@ 1% on A+B Add for contractor's profit and overheads @ 10% A+B+C Cost of one manhole

0.16

0.25

0.22

kg

10.57

cum

0.44

each each each 1time 1time 1time

0.06 0.06 1.00 2.60 2.60 5.20

123 124 1354 9999 9999 9999

Say Rs. Inside size 90x80 cm and 60 cm deep including C.I. Cover with frame (light duty) 455 x 610 mm internal diamensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) 21.11.2 21.11.2.2 With F.P.S. bricks Material: Cement concrete 1:4:8 (1 cement :4 coarse sand : 8 graded stone aggregate 40 mm nominal size) cum 1.51x1.41x0.20 m = 0.426 cum say 0.43 cum

0.43

(Rate as per item 4.5.8 of sub head concrete brick work with bricks of class designation 75 in foundation & plinth in cement mortar 1:4 (1cement :4 coarse sand) 4.32x0.23x0.50 m = 0.497 cum Less cum pipe 2pai/4(0.15m) 2x0.23m = (-) 0.008 cum = 0.489 cum say 0.49 cum cement concrete 1:2:4 ( 1 cement :1 coarse sand:4 graded stone aggregate 20 mm nominal size) for benching = 2x0.90x(0.80/2)x(0.30+0.20)/2 = 0.18cum Less pipe 1x0.90xpai/4(0.15m)2 = (-) 0.02 cum = 0.16 cum (Rate as per item 4.5.3 of sub head : concrete) 12 mm cement plaster 1:3 )1 cement :3 coarse sand) finishing with floating coat of neat cement 3.40mx0.20m =0.68 sqm 2x1/2x0.80x0.10 m = 0.08 sqm = 0.76 sqm (Rate as per item 13.17 of sub-head finishing) Reinforced cement concrete work 1:2:4 Steel work Form work Same as marked 'X' in item no. 21.11.1.2 Extra labour for making channeld same as marked 'A' in item no. 21.11.1.2 Labour: Mason 1st class Mason 2nd class C.I. Cover with frame 455x610mm (Inside) Carriage of C.I. Cover and frame Painting of C.I. Cover and frame with coal tar Sundries Add for water charges@ 1% on A+B Add for contractor's profit and overheads @ 10% A+B+C Cost of one manhole

0.49

cum

0.16

sqm

0.76

each each each 1time 1time 1time

0.06 0.06 1.00 2.60 2.60 5.20

123 124 1354 9999 9999 9999

Say Rs. Inside size 120x90 cm and 90 cm deep including C.I. Cover with frame (light duty) 500mm internal diamensions total weight of cover and frame to be not less than 116 kg (weight of cover 58 kg and weight of frame 58 kg) 21.11.3 21.11.3.2 With F.P.S. bricks Material: Cement concrete 1:4:8 (1 cement :4 coarse sand : 8 graded stone aggregate 40 mm nominal size) cum 1.81x1.51x0.20 m = 0.547 cum say 0.55 cum

0.55

(Rate as per item 4.5.8 of sub head concrete brick work with bricks of class designation 75 in foundation & plinth in cement mortar 1:4 (1cement :4 coarse sand) 5.12x0.23x0.80 m = 0.942 cum Less cum pipe 2pai/4(0.15m) 2x0.23m = (-) 0.008 cum = 0.934 cum say 0.93 cum (Rate as per item 6.1.12 of sub head brick work) 1:2:4 ( 1 cement :1 coarse sand:4 graded stone aggregate 20 mm nominal size) for benching = 2x1.2x0.90(0.80/2)x(0.30+0.20)/2 = 0.270 cum Less cum pipe 1.2xpai/4(0.15m)2 = (-) 0.021 cum = 0.249 cum say 0.25 (Rate as per item 4.5.3 of sub head : concrete) 12 mm cement plaster 1:3 )1 cement :3 coarse sand) finishing with floating coat of neat cement sqm 4.2mx0.50m =2.10 sqm 2x1/2x0.90x0.10 m = 0.09 sqm = 2.19 sqm (Rate as per item 13.17 of sub head :finishing) Reinforced cement concrete work 1:2:4 ( 1 cement :1 coarse sand:4 graded stone aggregate 20 mm nominal size) cum For slab: 1.66x1.36x0.15 m = 0.339 cum less for C.I. covers pai/4xd 2xthickness 0.7854x(0.50)2x0.15 m = (-) 0.029cum = 0.31 cum Rate as per item 5.3 of sub head RCC work Form work inside area of man hole 1.20x0.90 = 1.08 sqm less cover = pai/4x(0.5)2 = (-) 0.196 sqm = 0.884 sqm say 0.88 Rate as per item 5.14.3 of sub head RCC work Mild steel reinf. For slab @ 80.09 kg/per cum for 0.31 cum = 24.83 kg Rate as per item 5.29.1 of sub head RCC work Extra labour for making channel: Labour: Mason 1st class Mason 2nd class C.I. Cover with frame 455x610mm (Inside) Carriage of C.I. Cover and frame Painting of C.I. Cover and frame with coal tar Sundries Add for water charges@ 1% on A+B Add for contractor's profit and overheads @ 10% A+B+C Cost of one manhole

0.93

0.25

2.19

0.31

sqm

0.88

kg

24.83

each each each 1time 1time 1time

0.08 0.08 1.00 2.60 2.60 6.40

123 124 1354 9999 9999 9999

Say Rs.

Inside size 120x90 cm and 90 cm deep including C.I. Cover with frame (light duty) 560mm internal diamensions total weight of cover and frame to be not less than 208 kg (weight of cover 108 kg and weight of frame100 kg) 21.11.4 21.11.4.2 With F.P.S. bricks Material: Cement concrete 1:4:8 (1 cement :4 coarse sand : 8 graded stone aggregate 40 mm nominal size) cum 1.81x1.51x0.20 m = 0.547 cum say 0.55 cum (Rate as per item 4.5.8 of sub head concrete brick work with bricks of class designation 75 in foundation & plinth in cement mortar 1:4 (1cement :4 coarse sand) 5.12x0.23x0.65 m = 0.765 cum 1x0.56x0.23x0.15m = 0.019 cum cum 1x0.79x0.23x0.15m = 0.027 cum = 0.811 cum Less pipe 2pai/4(0.15m) 2x0.23m = (-) 0.008 cum = 0.803 cum

0.55

0.80

say 0.80 cum (Rate as per item 6.1.12 of sub head brick work) 1:2:4 ( 1 cement :1 coarse sand:4 graded stone aggregate 20 mm nominal size) for benching = 2x1.2x0.90(0.80/2)x(0.30+0.20)/2 = 0.270 cum Less cum pipe 1.2xpai/4(0.15m)2 = (-) 0.021 cum = 0.249 cum say 0.25 (Rate as per item 4.5.3 of sub head : concrete) 12 mm cement plaster 1:3 )1 cement :3 coarse sand) finishing with floating coat of neat cement 4.2mx0.35m =1.47 sqm 2x0.56x0.15m = 0.17 2x1/2x0.90x0.10 m = 0.09 sqm sqm for fixing cover 0.96x0.96m = 0.922 sqm = 2.652 sqm less cover pai/4x(0.56)2 = (-) 0.246 sqm 2.406 sqm say 2.41 sqm (Rate as per item 13.17 of sub head :finishing) Reinforced cement concrete work 1:2:4 ( 1 cement :1 coarse sand:4 graded stone aggregate 20 mm nominal size) For slab: 1.66x1.36x0.15 m = 0.339 cum Add extra concreting cum 1x(0.56+0.79)x0.15x0.15m = 0.03 cum = 0.369 cum less covers pai/4xd2xthickness 0.7854x(0.56)2x0.15 m = (-) 0.037cum = 0.332 say 0.33 cum

0.25

2.41

0.33

Rate as per item 5.3 of sub head RCC work steel reinf. For slab @ 80.09 kg/per cum for 0.33 cum = 26.43 kg Rate as per item 5.29.1 of sub head RCC work Form work inside area of man- hole 1.20x0.90 = 1.08 sqm less cover = pai /4x(0.56)2 = (-) 0.246 sqm = 0.834 sqm say 0.83 Rate as per item 5.14.3 of sub head RCC work Extra labour for making channel: Labour: Mason 1st class Mason 2nd class C.I. Cover with frame 455x610mm (Inside) Carriage of C.I. Cover and frame Painting of C.I. Cover and frame with coal tar Sundries Add for water charges@ 1% on A+B Add for contractor's profit and overheads @ 10% A+B+C Cost of one manhole

kg

26.43

sqm

0.83

each each each 1time 1time 1time

0.08 0.08 1.00 5.20 2.60 7.80

123 124 1354 9999 9999 9999

Say Rs. 21.12 Extra for depth for manholes 21.12.1 Size 90x80 cm 21.12.1.2 With F.P.S. bricks Details of cost for one metre Material: Brick work with bricks of class designation 75 in cement mortar 1:4 (1 cement :4 coarse sand) cum 4.32x0.23x1.0 m = 0.994 cum say 0.99 cum Rate as per item no. 6.1.12 of sub head brick work 12 mm cement plaster 1:3 (1 cement :3 coarse sqm sand) finished with floating coat of neat cement 3.40x1m = 3.40 sqm

0.99

3.4

(Rate as per item no 13.17 of sub head finishing) Cost of one manhole Say Rs. 21.12.2 Size 120x90 cm 21.12.2.2 With F.P.S. bricks Details of cost for one metre Material: Brick work with bricks of class designation 75 in cement mortar 1:4 (1 cement :4 coarse sand) cum 5.12x0.23x1.0 m = 1.178 cum say 1.18 cum Rate as per item no. 6.1.12 of sub head brick work 12 mm cement plaster 1:3 (1 cement :3 coarse sqm sand) finished with floating coat of neat cement 4.20x1m = 4.20 sqm (Rate as per item no 13.17 of sub head finishing)

1.18

4.20

Cost of one manhole Say Rs.

21.13

Constructing brick masonry arched type manhole 140x90 cm inside size with 75 class designation bricks in cement mortar 1:4 (1 cement:4 coarse sand) arch work with bricks of class designation 75 in cement mortar 1:3 ( 1 cement :3 coarse sand) inside plastering 12 mm thick with cement mortar 1:3 ( 1 cement :3 coarse sand) finished with floating coat of neat cement up to the height of crown level of arch above the benching level and cement pointed with cement mortar 1:2 (1cement :2 fine sand) for the remaining portion , RCC top slab 1:2:4 mix ( 1 cement :1 coarse sand:4 graded stone aggregate 20 mm nominal size) foundation concrete 1:4:8 (1 cement :4 coarse sand : 8 graded stone aggregate 40 mm nominal size) and making channels in cement concrete 1:2:4 mix ( 1 cement :1 coarse sand:4 graded stone aggregate 20 mm nominal size) neatly finished complete as per standard design.

2.45 m deep with C.I. Cover and frame (medium duty) 500 mm internal diameter, total weight of cover and frame to be not less than 116 kg (weight of cover 58 kg and weight of frame 58 kg) 21.13.1 21.13.1.2 With F.P.S. bricks Details of cost for one metre Material: Cement concrete 1:4:8 (1 cement :4 coarse sand : 8 graded stone aggregate 40 mm nominal size) cum 2.16x1.66mx0.20 m = 0.72 cum (Rate as per item 4.5.8 of SH concrete) brick work with bricks of class designation 75 in foundation & plinth in cement mortar 1:4 (1cement :4 coarse sand) 5.52x0.23x1.20 m = 1.524 cum 3.92x0.23x1.15m = 1.037 cum cum = 2.561 cum Deduct arch ring and portion of pipe 2x1/2xpaix0.25mx0.23x0.1m = 0.018 cum 2xpai/4(0.15)2x0.23 m = 0.008 cum (-)0.026 cum Net 2.561 (-) 0.026 = 2.535 cum say 2.54 cum (Rate as per item 6.1.12 of SH brick work) Brick work in Arches with 75 class designation Bricks in cement mortar 1:3 (1cement:3 fine snad) 1/2xpaix1.13x0.80x0.23m = 0.327 cum 2x1/2xpaix0.25x0.23x0.10 = 0.018 cum = 0.345 cum say 0.35

cum

0.72

2.54

0.35

(Rate as per item 6.15.2(-) 6.3 of SH brick work cement concrete 1:2:4 mix ( 1 cement :1 coarse sand:4 graded stone aggregate 20 mm nominal size)for cum benching 2x1.4x0.90/2x(0.20+0.30)/2=0.315 cum less pipe 1.4xpai/4x(0.15)2 = (-) 0.025 cum = 0.290 cum

0.29

(Rate as per item 4.5.3 of SH concrete) 12 mm cement plaster 1:3 )1 cement :3 coarse sand) finishing with floating coat of neat cement on the side upto crown level 4.6mx0.90m =4.14 sqm sqm 2x1/2x0.90x0.10 m = 0.09 sqm 3.0x0.65m = 1.95 sqm 1/2xpaix0.90x0.80 = 1.13 sqm = 7.31 sqm

7.31

(Rate as per item no 13.17 of sub head finishing) cement pointing 1:2 (1cement :2 fine sand)on the sqm inside above cornn level 3.00mx0.50m =1.50 sqm (Rate as per annuxure'A' ) Reinforced concrete work 1:2:4 (1 cement :2 coarse sand: 4 graded stone aggregate 20mm nominal size) for slab : 1.36m x 1.06mx0.15 = 0.216 cum cum less cover paix(0.25)2x0.15 (-) 0.029 cum = 0.187 cum say 0.19 cum Rate as per item 5.3 of sub head RCC work steel reinforcement for slab @ 48.06 kg/cum for 0.19 cum = 0.19 cum x 48.06kg = 9.13 kg (Rate as per item no. 5.29.1 of SH: RCC work) Form work: Inside area of Man-hole = 0.90x0.60m = 0.540 sqm less cover paix(0.25)2 = (-) 0.196 sqm = 0.344 sqm say 0.34 sqm (Rate as per item no. 5.14.3 of SH: RCC work) Extra for making channels Mason 1st class Mason 2nd class C.I. Cover500 mm dia with frame (medium duty) Carriage of C.I. Cover and frame Painting of C.I. Cover and frame with coal tar Sundries Add for water charges@ 1% on A+B Add for contractor's profit and overheads @ 10% A+B+C Cost of one no.

1.50

0.19

kg

9.13

sqm

0.34

each each each 1time 1time 1time

0.10 0.10 1.00 2.60 2.60 6.40

123 124 1354 9999 9999 9999

Say Rs. Annuxure-'A' Pointing on brick work with cement mortar 1:2 (1 cement :2 fine sand)

Details of cost of one sqm. Pointing on brick work with cement mortar 1:3 (1 sqm cement :3 fine sand) (Rate as per itme no. 13.56.1) Add difference in cost of cement mortar (1 cement :2 cum fine sand) instead of cement mortar (1 cement :3 fine sand) Add for water charges@ 1% on B Add for contractor's profit and overheads @ 10% B+C Cost per sqm

1.00 0

21062107

Say Rs. 2.45 m deep with C.I. Cover and frame (heavy duty) 560 mm internal diameter, total weight of cover and frame to be not less than 208 kg (weight of cover 108 kg and weight of frame 100 kg)

21.13.2 21.13.2.2 With F.P.S. bricks Details of cost for one metre Material: Cement concrete 1:4:8 (1 cement :4 coarse sand : 8 graded stone aggregate 40 mm nominal size) cum 2.16x1.66mx0.20 m = 0.72 cum (Rate as per item 4.5.8 of SH concrete) brick work with bricks of class designation 75 in foundation & plinth in cement mortar 1:4 (1cement :4 coarse sand) 5.52x0.23x1.20 m = 1.524 cum 3.92x0.23x1.15m = 1.037 cum cum = 2.561 cum Deduct arch ring and portion of pipe 2x1/2xpaix0.25mx0.23x0.1m = 0.018 cum 2xpai/4(0.15)2x0.23 m = 0.008 cum (-)0.026 cum Net 2.561 (-) 0.026 = 2.535 cum say 2.54 cum (Rate as per item 6.1.12 of SH brick work) Brick work in Arches with 75 class designation Bricks in cement mortar 1:3 (1cement:3 fine snad) cum 1/2xpaix1.13x0.80x0.23m = 0.327 cum 2x1/2xpaix0.25x0.23x0.10 = 0.018 cum = 0.345 cum say 0.35 (Rate as per item 6.15.2(-) 6.3 of SH brick work cement concrete 1:2:4 mix ( 1 cement :1 coarse sand:4 graded stone aggregate 20 mm nominal size)for cum benching 2x1.4x0.90/2x(0.20+0.30)/2=0.315 cum less pipe 1.4xpai/4x(0.15)2 = (-) 0.025 cum = 0.290 cum

0.72

2.54

0.35

0.29

(Rate as per item 4.5.3 of SH concrete) 12 mm cement plaster 1:3 )1 cement :3 coarse sand) finishing with floating coat of neat cement on the side upto crown level 4.6mx0.90m =4.14 sqm sqm 2x1/2x0.90x0.10 m = 0.09 sqm 3.0x0.65m = 1.95 sqm 1/2xpaix0.90x0.80 = 1.13 sqm = 7.31 sqm (Rate as per item no 13.17 of sub head finishing) cement pointing 1:2 (1cement :2 fine sand)on the sqm inside above cornn level 3.00mx0.50m =1.50 sqm (Rate as per annuxure'A' ) Reinforced concrete work 1:2:4 (1 cement :2 coarse sand: 4 graded stone aggregate 20mm nominal size) for slab : 1.36m x 1.06mx0.15 = 0.216 cum cum less cover paix(0.28)2x0.15 (-) 0.037 cum = 0.179 cum say 0.18 cum

Rate as per item 5.3 of sub head RCC work steel reinforcement for slab @ 48.06 kg/cum for 0.18 cum = 0.18 cum x 48.06kg = 8.65 kg (Rate as per item no. 5.29.1 of SH: RCC work) Form work: Inside area of Man-hole = 0.90x0.60m = 0.540 sqm less cover paix(0.28)2 = (-) 0.246 sqm = 0.294 sqm say 0.29 sqm (Rate as per item no. 5.14.3 of SH: RCC work) Extra for making channels Mason 1st class Mason 2nd class C.I. Cover 560 mm dia with frame (heavy duty) Carriage of C.I. Cover and frame Painting of C.I. Cover and frame with coal tar Sundries Add for water charges@ 1% on A+B Add for contractor's profit and overheads @ 10% A+B+C Cost of one no.

7.31

1.50

0.18

kg

8.65

sqm

0.29

each each each 1time 1time 1time

0.10 0.10 1.00 5.20 2.60 7.80

123 124 1354 9999 9999 9999

Say Rs. 2.45 m deep with C.I. Cover and frame (medium duty) 500 mm internal diameter, total weight of cover and frame to be not less than 116 kg (weight of cover 58 kg and weight of frame 58 kg)

21.13.3 21.13.3.2 With F.P.S. bricks Details of cost for one metre Material:

Cement concrete 1:4:8 (1 cement :4 coarse sand : 8 graded stone aggregate 40 mm nominal size) cum 2.16x1.66mx0.20 m = 0.72 cum (Rate as per item 4.5.8 of SH concrete) brick work with bricks of class designation 75 in foundation & plinth in cement mortar 1:4 (1cement :4 coarse sand) 5.52x0.23x1.20 m = 1.524 cum 3.92x0.23x2.95m = 2.660 cum cum = 4.184 cum Deduct arch ring and portion of pipe 2x1/2xpaix0.70mx0.23x0.1m = 0.051 cum 2xpai/4(0.60)2x0.23 m = 0.130 cum (-)0.181 cum Net 4.184 (-) 0.181 = 4.003 cum say 4.00 cum (Rate as per item 6.1.12 of SH brick work) Brick work in Arches with 75 class designation Bricks in cement mortar 1:3 (1cement:3 fine snad) cum 1/2xpaix1.13x0.80x0.23m = 0.327 cum 2x1/2xpaix0.70x0.23x0.10 = 0.051 cum = 0.378 cum say 0.38 (Rate as per item 6.15.2(-) 6.3 of SH brick work cement concrete 1:2:4 mix ( 1 cement :1 coarse sand:4 graded stone aggregate 20 mm nominal size)for cum benching 2x1.4x0.90/2x(0.65+0.75)/2=0.882 cum less pipe 1.4xpai/4x(0.60)2 = (-) 0.396 cum = 0.486 cum say 0.49 (Rate as per item 4.5.3 of SH concrete) 12 mm cement plaster 1:3 )1 cement :3 coarse sand) finishing with floating coat of neat cement on the side upto crown level 4.6mx0.90m =4.14 sqm sqm 2x1/2x0.90x0.10 m = 0.09 sqm 3.0x0.65m = 1.95 sqm 1/2xpaix0.90x0.80 = 1.13 sqm = 7.31 sqm (Rate as per item no 13.17 of sub head finishing) cement pointing 1:2 (1cement :2 fine sand)on the sqm inside above cornn level 3.00mx1.85m =5.55 sqm (Rate as per annuxure'A' ) Reinforced concrete work 1:2:4 (1 cement :2 coarse sand: 4 graded stone aggregate 20mm nominal size) for slab : 1.36m x 1.06mx0.15 = 0.216 cum cum less cover paix(0.25)2x0.15 (-) 0.029 cum = 0.187 cum say 0.19 cum Rate as per item 5.3 of sub head RCC work steel reinforcement for slab @ 48.06 kg/cum for 0.19 cum = 0.19 cum x 48.06kg = 9.13 kg

kg

0.72

4.00

0.38

0.49

7.31

5.55

0.19

9.13

(Rate as per item no. 5.29.1 of SH: RCC work) Form work: Inside area of Man-hole = 0.90x0.60m = 0.540 sqm less cover paix(0.25)2 = (-) 0.196 sqm = 0.344 sqm say 0.34 sqm (Rate as per item no. 5.14.3 of SH: RCC work) Extra for making channels Mason 1st class Mason 2nd class C.I. Cover 500 mm dia with frame (medium duty) Carriage of C.I. Cover and frame Painting of C.I. Cover and frame with coal tar Sundries Add for water charges@ 1% on A+B Add for contractor's profit and overheads @ 10% A+B+C Cost of one no.

sqm

0.34

each each each 1time 1time 1time

0.10 0.10 1.00 2.60 2.60 6.40

123 124 1354 9999 9999 9999

Say Rs. 4.25 m deep with C.I. Cover and frame (heavy duty) 560 mm internal diameter, total weight of cover and frame to be not less than 208 kg (weight of cover 108 kg and weight of frame 100 kg)

21.13.4 21.13.4.2 With F.P.S. bricks Details of cost for one metre Item as marked "X" in item no. 21.13.3.2 Item as marked "Y" in item no. 21.130.2.2 Extra labour for making channels: Same as marked "A" in item no. 21.13.2.2 Item as marked "B" in item no. 21.13.2.2 Add for water charges@ 1% on A+B Add for contractor's profit and overheads @ 10% A+B+C Cost of one no.

Say Rs. 9.75 m deep with C.I. Cover and frame (medium duty) 500 mm internal diameter, total weight of cover and frame to be not less than 116 kg (weight of cover 58 kg and weight of frame 58 kg) 21.13.5 21.13.5.2 With F.P.S. bricks Details of cost for one metre Material: Cement concrete 1:4:8 (1 cement :4 coarse sand : 8 graded stone aggregate 40 mm nominal size) cum 2.39x1.89mx0.30 m = 1.355 cum say 1.36 cum

1.36

(Rate as per item 4.5.8 of SH concrete) brick work with bricks of class designation 75 in foundation & plinth in cement mortar 1:4 (1cement :4 coarse sand) 5.98x0.345x2.55 m = 5.261 cum 3.92x0.23x4.10m = 3.697 cum cum = 13.491 cum Deduct arch ring and portion of pipe 2x1/2xpaix0.70mx0.345x0.1m = 0.076 cum 2xpai/4(0.60)2x0.345 m = 0.195 cum (-)0.271 cum Net 13.491 (-) 0.271 = 13.22 cum say 13.22 cum (Rate as per item 6.1.12 of SH brick work) Brick work in Arches with 75 class designation Bricks in cement mortar 1:3 (1cement:3 fine snad) cum 1/2xpaix1.13x0.80x0.23m = 0.327 cum 2x1/2xpaix0.70x0.345x0.10 = 0.076 cum = 0.403 cum say 0.40 (Rate as per item 6.15.2(-) 6.3 of SH brick work cement concrete 1:2:4 mix ( 1 cement :1 coarse sand:4 graded stone aggregate 20 mm nominal size)for cum benching 2x1.4x0.90/2x(0.65+0.75)/2=0.882 cum less pipe 1.4xpai/4x(0.60)2 = (-) 0.396 cum = 0.486 cum say 0.49 (Rate as per item 4.5.3 of SH concrete) 12 mm cement plaster 1:3 )1 cement :3 coarse sand) finishing with floating coat of neat cement on the side upto crown level 4.6mx1.80m =8.28 sqm sqm 2x1/2x0.90x0.10 m = 0.09 sqm 3.0x0.65m = 1.95 sqm 1/2xpaix0.90x0.80 = 1.13 sqm = 11.45 sqm (Rate as per item no 13.17 of sub head finishing) cement pointing 1:2 (1cement :2 fine sand)on the sqm inside above cornn level 3.00mx6.45m =19.35 sqm (Rate as per annuxure'A' ) Reinforced concrete work 1:2:4 (1 cement :2 coarse sand: 4 graded stone aggregate 20mm nominal size) for slab : 1.36m x 1.06mx0.15 = 0.216 cum cum less cover paix(0.25)2x0.15 (-) 0.029 cum = 0.187 cum say 0.19 cum Rate as per item 5.3 of sub head RCC work steel reinforcement for slab @ 48.06 kg/cum for 0.19 cum = 0.19 cum x 48.06kg = 9.13 kg (Rate as per item no. 5.29.1 of SH: RCC work) Form work: Inside area of Man-hole = 0.90x0.60m = 0.540 sqm less cover paix(0.25)2 = (-) 0.196 sqm = 0.344 sqm say 0.34 sqm

13.22

0.40

0.49

11.45

19.35

0.19

kg

9.13

sqm

0.34

(Rate as per item no. 5.14.3 of SH: RCC work) Extra for making channels Mason 1st class Mason 2nd class C.I. Cover 500 mm dia with frame (medium duty) Carriage of C.I. Cover and frame Painting of C.I. Cover and frame with coal tar Sundries Add for water charges@ 1% on A+B Add for contractor's profit and overheads @ 10% A+B+C Cost of one no.

each each each 1time 1time 1time

0.10 0.10 1.00 2.60 2.60 6.40

123 124 1354 9999 9999 9999

Say Rs. MISCELLANEOUS Cutting holes up to 30 X30 cm in walls including 22.9 making good the same. With F.P.S. Bricks. details of cost for 10 holes Size 30X30 cm in 34 cm wall. 22.9.2

Labour for cutting holes Mason 1st class Mason 2nd class Beldar

1 day 1 day 1 day

Brick work with bricks of class designation 75in cement mortar 1:4 (cement : 4 fine sand 10x 0.30x 0.30x 0.344mm =0.309 cum less 33% for pipe etc. = (-) 0.102 cum = 0.207 cum say 0.21 cum Cum. (Rate as per item no. 6.1.18 = 6.3 of S.H. brick wrok)

0.16 (0,123) 0.16 (0,124) 1.25 (0,114)

A'

0.21

12mm cement plaster 1:4 ( 1 cement : 4 coarse sand ) with a floating coat of neat cement 10x2x0.3x0.3 m = 1.80 sqm. less 33% for pipe etc. = (-) 0.59 cum = 1.21 sqm. say 1.20 sqm. (Rate as per item no. 13.11.2 of S.H.finishing ) Add for delay Sundries Add for water charges @ 1 % on A+B Add for Contractor's profit and overheads @ 10% on A+B+C Cost for 10 holes Cost per hole

sqm.

1.20

1 time 1 time

6.20 (9999) 3.1 (9999)

B'

C

Say Rs.per hole

Cutting holes up to 15x15 cm in R.C.C floors and roofs for passing drain pipe etc. and reparing the hole after insertion of drain pipe etc. with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including finishing complete so as to make it leak proof. 22.10 deetails of cost for 10 holes Average size 15x 15 x15 cm Labour for cutting holesMason 1 st class Mason 2nd Class Beldar

Each Each Each

0.83 (0,123) 0.83 (0,124) 1.67 (0,114)

A'

46.60 (9999) 15.50 (9999) 8.30 (9999)

B'

Cement concrete 1: 2; 4 ( 1 cement : 2 coarse sand : 4 gradesd stone aggregate 20mm nominal size) 10x0.15x0.15x0.15 m

= 0.033 cum.

less 33% for pipe etc. = (-) 0.011 cum = 0.022 cum say 0.02 cum Cum. (Rate as per item no. 4.5.3 of S.H. Concrete work) Finishing top and bottm and making the holes leak proof 1 time 1 time Add for delay 1 time Sundries Add for Contractor's profit and overheads @ 10% on A+B+C Cost for 10 holes Cost per hole Say Rs.per hole Making chases upto 7.5 x 7.5 cm in walls including 22.15 making good after housing G.I. pipe etc. Details of cost for 10 metres Labour for mking chases Mason 1 st class Mason 2nd class Beldar

Each Each Each

0.25 (0,123) 0.25 (0,124) 1.00 (0,114)

A'

Cement concrete 1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) 0.075x0.075x10m =0.05625 cum

Rate i/.cs water charges C.P. and overhead s 'B'

less 33% for pipe etc. = (-) 0.01856 cum = 0.03769 cum say 0.04 cum (Rate as per item no. 4.6.5 OF S.H. conrete work)

Cum

0.04

Add for water charges @ 1 % on (A) Add for Contracator's profit and overheads @10% on (A) + (B) Cost for 10 metre Cost per metre Say Rs…………. Per metre Making hole upto 20x20 cm and embedding pipes upto 150mm diameter in masonary and filling with cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 22.16 including disposal of malba. Details of cost for 10 metre cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) including disposal of malba. 0.2x0.2x10m = 0.40 cum less for pipe π x (0.15) 2/ 4x10m = (-) 0.177 cum 0.223 cum Say 0.22 cum Cum (Rate as per item no. 4.6.5of S.H. conrete work) 1 time Disposla of malba Add for water charges @ 1% Add for contractor's profit and overheads @ 10% on (A) Cost for 10 metre Cost per metre

0.22 5.2 (9999)

A'

Say Rs.per metre

Constructing masonry dust bin with 60cm wide platform towards opening of 75 class designation brick work in cement mortar 1;4 ( 1 cement : 4 fine sand) with top of wall sloped inside over 45 cm wide and 15 cm thick cement concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) in foundation 40mm thick cement concrete 1:5:10 ( 1 cement : fine sand : 10 graded stone aggregate 40 mm nominal size) including 12 mm cement plaster coat of neat cemnt over exposed sufrace of masonry walls and 10 cm depth below ground legvel including all excavation, refulling and disposal of surplus earth complete as per standard 22.17 design. 22.17.1 180x120 cm 22.17.1.2 With F.P.S. bricks Edtails of cost for one dust bin. Earth work in excavation including dispossla of surplous earth and refilling of excavated earth 6.92x0.45x0.45 m = 1.40 cum 1.66x0.475x0.075m = 0.06cum = 1.46 cum Cum (Rate as per item no. 4.6.5of S.H. conrete work) Cement concrete 1:5:10 (1cment : 5 fine sand: 10 graded stone agrregate 40 mm nominal size) 6.92x0.15x0.45m = 0.47 cum 1.80x1.20x.075m = 0.16 cum 0.70x0.23x0.075m = 0.07 cum = 0.71 cum Cum (Rate as per item no. 4.5.11 of S.H. Concrete work) Second class brick work in cement mortar 1:4

1.46

0.71

Disinfecting C.I. water mains by flushing with water containing bleaching powder at 0.5 gms per litre of water and cleaning the same with fresh water, operation to be repeated three times including getting the sample of water from the disinfected main tested in 22.20 the municipal laboratory. 80 mm diametre C.I. pipe

Details of cost for 100 metre Materials: Bleaching powder 3xpie/4x(80/10)2x(100x100)/1000x0.5 gms = 754.28 gms say 0.008 q Labour: Fitter Beldar Sundries inlcuding testing of samples etc. Add for water harges @ 1% Add for contractor's frofit and overheads @ 10% Cost for 100 metre

22.20.2

0.01

1301

each each 1 time

0.33 1.31 3.80

0,116 0,114 9999

Rs.

Per 100 metre

Rs.

Per 100 metre

Rs.

Per 100 metre

100 mm diametre C.I. pipe

Details of cost for 100 metre Materials: Bleaching powder 3xpie/4x(100/10)2x(100x100)/1000x0.5 gms = 1178.57 gms say 0.012 q Labour: Fitter Beldar Sundries inlcuding testing of samples etc. Add for water harges @ 1% Add for contractor's frofit and overheads @ 10% Cost for 100 metre

22.20.3

quintal

quintal

0.01

1301

each each 1 time

0.49 1.64 5.20

0,116 0,114 9999

125 mm diametre C.I. pipe

Details of cost for 100 metre Materials: Bleaching powder 3xpie/4x(125/10)2x(100x100)/1000x0.5 gms = 1841.52 gms say 0.018 q Labour: Fitter Beldar Sundries inlcuding testing of samples etc. Add for water harges @ 1% Add for contractor's frofit and overheads @ 10% Cost for 100 metre

quintal

0.02

1301

each each 1 time

0.66 1.97 6.90

0,116 0,114 9999

22.20.4

150 mm diametre C.I. pipe

Details of cost for 100 metre Materials: Bleaching powder 3xpie/4x(150/10)2x(100x100)/1000x0.5 gms = 2651 gms say 0.027 q Labour: Fitter Beldar Sundries inlcuding testing of samples etc. Add for water harges @ 1% Add for contractor's frofit and overheads @ 10% Cost for 100 metre

22.20.5

1301

each each 1 time

0.82 2.30 8.80

0,116 0,114 9999

Rs.

Per 100 metre

quintal

0.05

1301

each each 1 time

1.15 2.95 12.10

0,116 0,114 9999

Rs.

Per 100 metre

Rs.

Per 100 metre

250 mm diametre C.I. pipe

Details of cost for 100 metre Materials: Bleaching powder 3xpie/4x(250/10)2x(100x100)/1000x0.5 gms = 7363.10 gms say 0.074 q Labour: Fitter Beldar Sundries inlcuding testing of samples etc. Add for water harges @ 1% Add for contractor's frofit and overheads @ 10% Cost for 100 metre

22.20.7

0.03

200 mm diametre C.I. pipe

Details of cost for 100 metre Materials: Bleaching powder 3xpie/4x(200/10)2x(100x100)/1000x0.5 gms = 4712.39 gms say 0.047 q Labour: Fitter Beldar Sundries inlcuding testing of samples etc. Add for water harges @ 1% Add for contractor's frofit and overheads @ 10% Cost for 100 metre

22.20.6

quintal

300 mm diametre C.I. pipe

Details of cost for 100 metre Materials:

quintal

0.07

1301

each each 1 time

1.48 3.61 15.50

0,116 0,114 9999

Bleaching powder 3xpie/4x(300/10)2x(100x100)/1000x0.5 gms = 10602.88 gms say 0.106 q Labour: Fitter Beldar Sundries inlcuding testing of samples etc. Add for water harges @ 1% Add for contractor's frofit and overheads @ 10% Cost for 100 metre

22.20.8

1301

each each 1 time

1.64 3.94 17.10

0,116 0,114 9999

Rs.

Per 100 metre

quintal

0.14

1301

each each 1 time

1.8 4.27 18.60

0,116 0,114 9999

Rs.

Per 100 metre

Rs.

Per 100 metre

400 mm diametre C.I. pipe

Details of cost for 100 metre Materials: Bleaching powder 3xpie/4x(400/10)2x(100x100)/1000x0.5 gms = 18849.6 gms say 0.189 q Labour: Fitter Beldar Sundries inlcuding testing of samples etc. Add for water harges @ 1% Add for contractor's frofit and overheads @ 10% Cost for 100 metre

22.20.10

0.11

350 mm diametre C.I. pipe

Details of cost for 100 metre Materials: Bleaching powder 3xpie/4x(350/10)2x(100x100)/1000x0.5 gms = 14431.7 gms say 0.144 q Labour: Fitter Beldar Sundries inlcuding testing of samples etc. Add for water harges @ 1% Add for contractor's frofit and overheads @ 10% Cost for 100 metre

22.20.9

quintal

quintal

0.19

1301

each each 1 time

1.97 4.59 20.70

0,116 0,114 9999

450 mm diametre C.I. pipe

Details of cost for 100 metre Materials: Bleaching powder 3xpie/4x(450/10)2x(100x100)/1000x0.5 gms = 23856.5 gms say 0.239 q Labour: Fitter Beldar

quintal

0.24

1301

each each

2.13 4.92

0,116 0,114

Sundries inlcuding testing of samples etc. Add for water harges @ 1% Add for contractor's frofit and overheads @ 10% Cost for 100 metre

22.20.11

22.40

9999

Rs.

Per 100 metre

Rs.

Per 100 metre

Rs.

Per 100 metre

Rs.

Per 100 metre

500 mm diametre C.I. pipe

Details of cost for 100 metre Materials: Bleaching powder 3xpie/4x(500/10)2x(100x100)/1000x0.5 gms = 29452.4 gms say 0.295 q Labour: Fitter Beldar Sundries inlcuding testing of samples etc. Add for water harges @ 1% Add for contractor's frofit and overheads @ 10% Cost for 100 metre

22.20.12

1 time

quintal

0.3

1301

each each 1 time

2.3 5.25 24.50

0,116 0,114 9999

600 mm diametre C.I. pipe

Details of cost for 100 metre Materials: Bleaching powder 3xpie/4x(600/10)2x(100x100)/1000x0.5 gms = 42411.5 gms say 0.424 q Labour: Fitter Beldar Sundries inlcuding testing of samples etc. Add for water harges @ 1% Add for contractor's frofit and overheads @ 10% Cost for 100 metre

quintal

0.42

1301

each each 1 time

2.62 5.91 27.45

0,116 0,114 9999

Extra for every operation of disinfecting the C.I. main by flushing with water containing bleaching powder at 0.5 gms per litre of water and cleaning the same with fresh water, including getting the samples of water tested in 22.21 the municipal laboratory. 22.21.1 80 mm diametre C.I. pipe.

Details of cost for 100 metre Materials: Bleaching powder Labour: Fitter Beldar Sundries inlcuding testing of samples etc. Add for water harges @ 1% Add for contractor's frofit and overheads @ 10% Cost for 100 metre

quintal each each 1 time

0 0.11 0.49 1.70

1301 0,116 0,114 9999

22.21.2

100 mm diametre C.I. pipe.

Details of cost for 100 metre Materials: Bleaching powder Labour: Fitter Beldar Sundries inlcuding testing of samples etc. Add for water harges @ 1% Add for contractor's frofit and overheads @ 10% Cost for 100 metre

22.21.3

0.16 0.57 1.70

1301 0,116 0,114 9999

Rs.

Per 100 metre

quintal each each 1 time

0.01 0.22 0.66 2.10

Rs.

Per 100 metre

Rs.

Per 100 metre

Rs.

Per 100 metre

1301 0,116 0,114 9999

150 mm diametre C.I. pipe.

Details of cost for 100 metre Materials: Bleaching powder Labour: Fitter Beldar Sundries inlcuding testing of samples etc. Add for water harges @ 1% Add for contractor's frofit and overheads @ 10% Cost for 100 metre

22.21.5

each each 1 time

0

125 mm diametre C.I. pipe.

Details of cost for 100 metre Materials: Bleaching powder Labour: Fitter Beldar Sundries inlcuding testing of samples etc. Add for water harges @ 1% Add for contractor's frofit and overheads @ 10% Cost for 100 metre

22.21.4

quintal

quintal each each 1 time

0.01 0.27 0.74 2.75

1301 0,116 0,114 9999

200 mm diametre C.I. pipe.

Details of cost for 100 metre Materials: Bleaching powder Labour: Fitter Beldar Sundries inlcuding testing of samples etc. Add for water harges @ 1% Add for contractor's frofit and overheads @ 10% Cost for 100 metre

quintal each each 1 time

0.02 0.58 0.90 0.80

1301 0,116 0,114 9999

22.21.6

250 mm diametre C.I. pipe.

Details of cost for 100 metre Materials: Bleaching powder Labour: Fitter Beldar Sundries inlcuding testing of samples etc. Add for water harges @ 1% Add for contractor's frofit and overheads @ 10% Cost for 100 metre

22.21.7

0.60 1.10 4.15

1301 0,116 0,114 9999

Rs.

Per 100 metre

quintal each each 1 time

0.04 0.60 1.30 5.20

Rs.

Per 100 metre

Rs.

Per 100 metre

Rs.

Per 100 metre

1301 0,116 0,114 9999

350 mm diametre C.I. pipe.

Details of cost for 100 metre Materials: Bleaching powder Labour: Fitter Beldar Sundries inlcuding testing of samples etc. Add for water harges @ 1% Add for contractor's frofit and overheads @ 10% Cost for 100 metre

22.21.9

each each 1 time

0.03

300 mm diametre C.I. pipe.

Details of cost for 100 metre Materials: Bleaching powder Labour: Fitter Beldar Sundries inlcuding testing of samples etc. Add for water harges @ 1% Add for contractor's frofit and overheads @ 10% Cost for 100 metre

22.21.8

quintal

quintal each each 1 time

0.05 0.70 1.50 6.20

1301 0,116 0,114 9999

400 mm diametre C.I. pipe.

Details of cost for 100 metre Materials: Bleaching powder Labour: Fitter Beldar Sundries inlcuding testing of samples etc. Add for water harges @ 1% Add for contractor's frofit and overheads @ 10% Cost for 100 metre

quintal each each 1 time

0.06 0.80 1.70 6.90

1301 0,116 0,114 9999

22.21.10

450 mm diametre C.I. pipe.

Details of cost for 100 metre Materials: Bleaching powder Labour: Fitter Beldar Sundries inlcuding testing of samples etc. Add for water harges @ 1% Add for contractor's frofit and overheads @ 10% Cost for 100 metre

22.21.11

each each 1 time

0.08 0.90 1.90 7.95

1301 0,116 0,114 9999

Rs.

Per 100 metre

Rs.

Per 100 metre

Rs.

Per 100 metre

500 mm diametre C.I. pipe.

Details of cost for 100 metre Materials: Bleaching powder Labour: Fitter Beldar Sundries inlcuding testing of samples etc. Add for water harges @ 1% Add for contractor's frofit and overheads @ 10% Cost for 100 metre

22.21.12

quintal

quintal each each 1 time

0.1 1.00 2.10 8.95

1301 0,116 0,114 9999

600 mm diametre C.I. pipe.

Details of cost for 100 metre Materials: Bleaching powder Labour: Fitter Beldar Sundries inlcuding testing of samples etc. Add for water harges @ 1% Add for contractor's frofit and overheads @ 10% Cost for 100 metre Dismantling old C.I. pipes including excavation and refilling trenches after taking out the pipes, breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes at site lead upto 50 22.22 metre. 22.22.1 80 mm diametre C.I. pipe.

Details of cos for 40.26 m or 11 nos. joints.

quintal each each 1 time

0.14 1.20 2.50 10.00

1301 0,116 0,114 9999

Earth work in excavation for dismantling pipes including refilling of excavated earth 1x40.26x0.55x0.75 m = 16.61 cum Deduct for pipe 1x40.26xpai/4x(0.098) 2 m =(-)0.30 cum = 16.31 cum (Rate as per item no. 2.8.1+2.26 of SH . Earth work) cum Breaking lead caulked joints, making blocks and stacking Materials: quintal Fuel wood required litre Kerosene oil Labour: each Assistant Fitter each Beldar 1 time Sundries and carriage Add for water harges @ 1% on all except on 'A' Add for contractor's frofit and overheads @ 10% on all except on 'A' Cost for 40.26 metre Cost for one metre

22.22.2

16.31

0.37 0.38

0,761 0,771

0.50 4.00 20.70

0,117 0,114 9999

Say Rs.

Per metre

Say Rs.

Per metre

100 mm diametre C.I. pipe.

Details of cos for 40.26 m or 11 nos. joints. Earth work in excavation for dismantling pipes including refilling of excavated earth 1x40.26x0.55x0.75 m = 16.61 cum Deduct for pipe 1x40.26xpai/4x(0.118) 2 m =(-)0.40 cum = 16.17 cum (Rate as per item no. 2.8.1+2.26 of SH . Earth work) cum Breaking lead caulked joints, making blocks and stacking Materials: quintal Fuel wood required litre Kerosene oil Labour: each Assistant Fitter each Beldar 1 time Sundries and carriage Add for water harges @ 1% on all except on 'A' Add for contractor's frofit and overheads @ 10% on all except on 'A' Cost for 40.26 metre Cost for one metre

22.22.3

125 mm diametre C.I. pipe.

16.17

0.47 0.38

0,761 0,771

0.63 4.50 20.70

0,117 0,114 9999

Details of cos for 40.26 m or 11 nos. joints. Earth work in excavation for dismantling pipes including refilling of excavated earth 1x40.26x0.55x0.75 m = 16.61 cum Deduct for pipe 1x40.26xpai/4x(0.144) 2 m =(-)0.65 cum = 15.96 cum (Rate as per item no. 2.8.1+2.26 of SH . Earth work) cum Breaking lead caulked joints, making blocks and stacking Materials: quintal Fuel wood required litre Kerosene oil Labour: each Assistant Fitter each Beldar 1 time Sundries and carriage Add for water harges @ 1% on all except on 'A' Add for contractor's frofit and overheads @ 10% on all except on 'A' Cost for 40.26 metre Cost for one metre

22.22.4

15.96

0.56 0.57

0,761 0,771

0.75 0.50 20.70

0,117 0,114 9999

Say Rs.

Per metre

Say Rs.

Per metre

150 mm diametre C.I. pipe.

Details of cos for 40.26 m or 11 nos. joints. Earth work in excavation for dismantling pipes including refilling of excavated earth 1x40.26x0.55x0.75 m = 16.61 cum Deduct for pipe 1x40.26xpai/4x(0.17) 2 m =(-)0.91 cum = 15.70 cum (Rate as per item no. 2.8.1+2.26 of SH . Earth work) cum Breaking lead caulked joints, making blocks and stacking Materials: quintal Fuel wood litre Kerosene oil Labour: each Assistant Fitter each Beldar 1 time Sundries and carriage Add for water harges @ 1% on all except on 'A' Add for contractor's frofit and overheads @ 10% on all except on 'A' Cost for 40.26 metre Cost for one metre

22.22.5

200 mm diametre C.I. pipe.

15.70

0.65 0.57

0,761 0,771

0.88 5.50 25.85

0,117 0,114 9999

Details of cos for 40.26 m or 11 nos. joints. Earth work in excavation for dismantling pipes including refilling of excavated earth 1x40.26x0.55x0.75 m = 16.61 cum Deduct for pipe 1x40.26xpai/4x(0.222) 2 m =(-)1.56 cum = 16.56 cum (Rate as per item no. 2.8.1+2.26 of SH . Earth work) cum Breaking lead caulked joints, making blocks and stacking Materials: quintal Fuel wood litre Kerosene oil Labour: each Assistant Fitter each Beldar 1 time Sundries and carriage Add for water harges @ 1% on all except on 'A' Add for contractor's frofit and overheads @ 10% on all except on 'A' Cost for 40.26 metre Cost for one metre

22.22.6

16.56

0.840 0.76

0,761 0,771

1.10 6.50 25.85

0,117 0,114 9999

Say Rs.

Per metre

Say Rs.

Per metre

250 mm diametre C.I. pipe.

Details of cos for 40.26 m or 11 nos. joints. Earth work in excavation for dismantling pipes including refilling of excavated earth 1x40.26x0.55x0.75 m = 16.61 cum Deduct for pipe 1x40.26xpai/4x(0.274) 2 m =(-)2.37 cum = 17.26cum (Rate as per item no. 2.8.1+2.26 of SH . Earth work) cum Breaking lead caulked joints, making blocks and stacking Materials: quintal Fuel wood litre Kerosene oil Labour: each Assistant Fitter each Beldar 1 time Sundries and carriage Add for water harges @ 1% on all except on 'A' Add for contractor's frofit and overheads @ 10% on all except on 'A' Cost for 40.26 metre Cost for one metre

22.22.7

300 mm diametre C.I. pipe.

17.26

1.03 1.14

0,761 0,771

1.30 7.50 21.05

0,117 0,114 9999

Details of cos for 40.26 m or 11 nos. joints. Earth work in excavation for dismantling pipes including refilling of excavated earth 1x40.26x0.55x0.75 m = 16.61 cum Deduct for pipe 1x40.26xpai/4x(0.326) 2 m =(-)3.36 cum = 17.79 cum (Rate as per item no. 2.8.1+2.26 of SH . Earth work) cum Breaking lead caulked joints, making blocks and stacking Materials: quintal Fuel wood required litre Kerosene oil Labour: each Assistant Fitter each Beldar 1 time Sundries and carriage Add for water harges @ 1% on all except on 'A' Add for contractor's frofit and overheads @ 10% on all except on 'A' Cost for 40.26 metre Cost for one metre

22.22.8

17.79

1.120 1.52

0,761 0,771

1.50 8.50 36.20

0,117 0,114 9999

Say Rs.

Per metre

Say Rs.

Per metre

350 mm diametre C.I. pipe.

Details of cos for 40.26 m or 11 nos. joints. Earth work in excavation for dismantling pipes including refilling of excavated earth 1x40.26x0.55x0.75 m = 16.61 cum Deduct for pipe 1x40.26xpai/4x(0.378) 2 m =(-)4.51 cum = 18.14 cum (Rate as per item no. 2.8.1+2.26 of SH . Earth work) cum Breaking lead caulked joints, making blocks and stacking Materials: quintal Fuel wood litre Kerosene oil Labour: each Assistant Fitter each Beldar 1 time Sundries and carriage Add for water harges @ 1% on all except on 'A' Add for contractor's frofit and overheads @ 10% on all except on 'A' Cost for 40.26 metre Cost for one metre

18.14

1.213 1.52

0,761 0,771

1.75 9.50 41.40

0,117 0,114 9999

22.22.9

400 mm diametre C.I. pipe.

Details of cos for 40.26 m or 11 nos. joints. Earth work in excavation for dismantling pipes including refilling of excavated earth 1x40.26x0.55x0.75 m = 16.61 cum Deduct for pipe 1x40.26xpai/4x(0.429) 2 m =(-)5.93 cum = 18.23 cum (Rate as per item no. 2.8.1+2.26 of SH . Earth work) cum Breaking lead caulked joints, making blocks and stacking Materials: quintal Fuel wood litre Kerosene oil Labour: each Assistant Fitter each Beldar 1 time Sundries and carriage Add for water harges @ 1% on all except on 'A' Add for contractor's frofit and overheads @ 10% on all except on 'A' Cost for 40.26 metre Cost for one metre

22.22.10

18.23

1.306 1.89

0,761 0,771

2.00 10.50 46.55

0,117 0,114 9999

Say Rs.

Per metre

Say Rs.

Per metre

450 mm diametre C.I. pipe.

Details of cos for 40.26 m or 11 nos. joints. Earth work in excavation for dismantling pipes including refilling of excavated earth 1x40.26x0.55x0.75 m = 16.61 cum Deduct for pipe 1x40.26xpai/4x(0.48) 2 m =(-)7.29 cum = 18.38 cum (Rate as per item no. 2.8.1+2.26 of SH . Earth work) cum Breaking lead caulked joints, making blocks and stacking Materials: quintal Fuel wood litre Kerosene oil Labour: each Assistant Fitter each Beldar 1 time Sundries and carriage Add for water harges @ 1% on all except on 'A' Add for contractor's frofit and overheads @ 10% on all except on 'A' Cost for 40.26 metre Cost for one metre

18.38

1.400 2.27

0,761 0,771

2.25 11.50 51.75

0,117 0,114 9999

22.22.11

500 mm diametre C.I. pipe.

Details of cos for 40.26 m or 11 nos. joints. Earth work in excavation for dismantling pipes including refilling of excavated earth 1x40.26x0.55x0.75 m = 16.61 cum Deduct for pipe 1x40.26xpai/4x(0.532) 2 m =(-)8.94 cum = 18.24 cum (Rate as per item no. 2.8.1+2.26 of SH . Earth work) cum Breaking lead caulked joints, making blocks and stacking Materials: quintal Fuel wood litre Kerosene oil Labour: each Assistant Fitter each Beldar 1 time Sundries and carriage Add for water harges @ 1% on all except on 'A' Add for contractor's frofit and overheads @ 10% on all except on 'A' Cost for 40.26 metre Cost for one metre

22.22.12

18.24

1.492 2.65

0,761 0,771

2.50 12.50 56.90

0,117 0,114 9999

Say Rs.

Per metre

Say Rs.

Per metre

600 mm diametre C.I. pipe.

Details of cos for 40.26 m or 11 nos. joints. Earth work in excavation for dismantling pipes including refilling of excavated earth 1x40.26x0.55x0.75 m = 16.61 cum Deduct for pipe 1x40.26xpai/4x(0.635) 2 m =(-)12.76 cum = 17.44 cum (Rate as per item no. 2.8.1+2.26 of SH . Earth work) cum Breaking lead caulked joints, making blocks and stacking Materials: quintal Fuel wood litre Kerosene oil Labour: each Assistant Fitter each Beldar 1 time Sundries and carriage Add for water harges @ 1% on all except on 'A' Add for contractor's frofit and overheads @ 10% on all except on 'A' Cost for 40.26 metre Cost for one metre

17.44

1.680 3.41

0,761 0,771

3.00 14.50 67.25

0,117 0,114 9999

22.23 Labour for cutting C.I. pipe with steel saw. 22.23.1 80 mm diametre C.I. pipe Details of cost for one cut. Labour: Fitter Beldar Sundries Add for water harges @ 1% Add for contractor's frofit and overheads @ 10% Cost for each cut

22.23.2

each cut

each each 1 time

Say Rs.

each cut

Say Rs.

each cut

Say Rs.

each cut

0.08 0,116 0.08 0,114 1.05 9999

each each 1 time

0.11 0,116 0.11 0,114 1.70 9999

150 mm diametre C.I. pipe

Details of cost for one cut. Labour: Fitter Beldar Sundries Add for water harges @ 1% Add for contractor's frofit and overheads @ 10% Cost for each cut

22.23.5

Say Rs.

125 mm diametre C.I. pipe

Details of cost for one cut. Labour: Fitter Beldar Sundries Add for water harges @ 1% Add for contractor's frofit and overheads @ 10% Cost for each cut

22.23.4

0.06 0,116 0.06 0,114 0.70 9999

100 mm diametre C.I. pipe

Details of cost for one cut. Labour: Fitter Beldar Sundries Add for water harges @ 1% Add for contractor's frofit and overheads @ 10% Cost for each cut

22.23.3

each each 1 time

each each 1 time

0.15 0,116 0.15 0,114 2.05 9999

200 mm diametre C.I. pipe

Details of cost for one cut. Labour: Fitter Beldar

each each

0.2 0,116 0.20 0,114

Sundries Add for water harges @ 1% Add for contractor's frofit and overheads @ 10% Cost for each cut

22.23.6

each cut

each each 1 time

Say Rs.

each cut

Say Rs.

each cut

Say Rs.

each cut

Say Rs.

each cut

0.25 0,116 0.25 0,114 3.10 9999

each each 1 time

0.30 0,116 0.30 0,114 3.80 9999

each each 1 time

0.35 0,116 0.40 0,114 4.80 9999

400 mm diametre C.I. pipe

Details of cost for one cut. Labour: Fitter Beldar Sundries Add for water harges @ 1% Add for contractor's frofit and overheads @ 10% Cost for each cut

22.23.10

Say Rs.

350 mm diametre C.I. pipe

Details of cost for one cut. Labour: Fitter Beldar Sundries Add for water harges @ 1% Add for contractor's frofit and overheads @ 10% Cost for each cut

22.23.9

9999

300 mm diametre C.I. pipe

Details of cost for one cut. Labour: Fitter Beldar Sundries Add for water harges @ 1% Add for contractor's frofit and overheads @ 10% Cost for each cut

22.23.8

2.75

250 mm diametre C.I. pipe

Details of cost for one cut. Labour: Fitter Beldar Sundries Add for water harges @ 1% Add for contractor's frofit and overheads @ 10% Cost for each cut

22.23.7

1 time

450 mm diametre C.I. pipe

each each 1 time

0.4 0,116 0.40 0,114 4.80 9999

Details of cost for one cut. Labour: Fitter Beldar Sundries Add for water harges @ 1% Add for contractor's frofit and overheads @ 10% Cost for each cut

22.23.11

0.45 0,116 0.45 0,114 5.20 9999

Say Rs.

each cut

Say Rs.

each cut

Say Rs.

each cut

Say Rs.

each cut

500 mm diametre C.I. pipe

Details of cost for one cut. Labour: Fitter Beldar Sundries Add for water harges @ 1% Add for contractor's frofit and overheads @ 10% Cost for each cut

22.23.12

each each 1 time

each each 1 time

0.5 0,116 0.50 0,114 5.85 9999

600 mm diametre C.I. pipe

Details of cost for one cut. Labour: Fitter Beldar Sundries Add for water harges @ 1% Add for contractor's frofit and overheads @ 10% Cost for each cut

each each 1 time

0.6 0,116 0.60 0,114 6.20 9999

Supplying and stacking of hard stone (for stone

22.24 pitching) 22.5 cm thick at site Details of cost for 2.25 cum Materials: 22.5 cm thick stone (Hard) cum Carriage by mechanicla transport including loading, unloading and staccking cum Add for water harges @ 1% Add for contractor's frofit and overheads @ 10% Cost for 2.25 cum Cost for one cum

22.25A

Dry stone pitching 22.5cm thick laid in courses and required profile with hammer dressed stones having no side less than 15 cm, with minimum depth of 20cm including preparing the bedding surface etc. all complete.

Details of cost for 10 sqm Labour:

2.25

1158

2.25

2215

Mason 1st class Mason 2nd class Beldar Coolie Sundries Add for water harges @ 1% Add for contractor's frofit and overheads @ 10% Cost for 10 sqm Cost for one sqm

each each each each 1 time

1.08 1.08 2.15 1.61 2.60

0,123 0,124 0,114 0,115 9999

Say Rs.

Per sqm

Say Rs.

Per sqm

Say Rs.

Per sqm

75 mm thick back filling for pitching including supplying of required materials and consolidation etc. complete 22.26 with. 22.26.1 Moorum

Details of cost for 10 sqm Materials: Moorum 100sqmx 7.5 cm = 7.5 cum

cum

Carriage of moorum by mechanical transport including loading, unloading and stacking. cum Labour: each Beldar each Bhishti Add for water harges @ 1% Add for contractor's frofit and overheads @ 10% Cost for 100 sqm Cost for sqm

22.26.2

0,810

7.5

2265

1.64 0.13

0,114 0,101

Stone aggregate 20 mm nominal size

Details of cost for 100 sqm Materials: Stone aggregate 20mm nominal size 100 sqmx7.5 cm = 7.5 cum Carriage of stone aggregate 20mm nominal size including loading, unloading and stacking. cum Labour: each Beldar each Bhishti Add for water harges @ 1% Add for contractor's frofit and overheads @ 10% Cost for 100 sqm Cost for sqm

22.26.3

7.5

7.5

0,295

7.5

2202

2.05 0.13

0,114 0,101

Stone aggregate 40 mm nominal size

Details of cost for 100 sqm Materials: Stone aggregate 40mm nominal size 100 sqmx7.5 cm = 7.5

cum

7.5

0,293

Carriage of stone aggregate 40mm nominal size including loading, unloading and stacking. cum Labour: each Beldar each Bhishti Add for water harges @ 1% Add for contractor's frofit and overheads @ 10% Cost for 100 sqm Cost for sqm

7.5

2206

2.05 0.13

0,114 0,101

Say Rs.

Item No.

22.0 MISCELLANEOUS Description

Unit

Qty.

Rate Cost Code Rs. Remarks

Cutting holes up to 30 X30 cm in walls including 22.9 making good the same. With F.P.S. Bricks. details of cost for 10 holes Size 30X30 cm in 34 cm wall. 22.9.2

Labour for cutting holes Mason 1st class Mason 2nd class Beldar

1 day 1 day 1 day

Brick work with bricks of class designation 75in cement mortar 1:4 (cement : 4 fine sand 10x 0.30x 0.30x 0.344mm =0.309 cum less 33% for pipe etc. = (-) 0.102 cum = 0.207 cum say 0.21 cum Cum. (Rate as per item no. 6.1.18 = 6.3 of S.H. brick wrok)

0.16 (0,123) 0.16 (0,124) 1.25 (0,114)

A'

0.21

12mm cement plaster 1:4 ( 1 cement : 4 coarse sand ) with a floating coat of neat cement 10x2x0.3x0.3 m = 1.80 sqm. less 33% for pipe etc. = (-) 0.59 cum = 1.21 sqm. say 1.20 sqm. (Rate as per item no. 13.11.2 of S.H.finishing ) Add for delay Sundries Add for water charges @ 1 % on A+B Add for Contractor's profit and overheads @ 10% on A+B+C Cost for 10 holes Cost per hole

Per sqm

sqm.

1.20

1 time 1 time

6.20 (9999) 3.1 (9999)

B'

C

Say Rs.per hole

Cutting holes up to 15x15 cm in R.C.C floors and roofs for passing drain pipe etc. and reparing the hole after insertion of drain pipe etc. with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including finishing complete so as to make it leak proof. 22.10 deetails of cost for 10 holes Average size 15x 15 x15 cm Labour for cutting holesMason 1 st class Mason 2nd Class Beldar

Each Each Each

0.83 (0,123) 0.83 (0,124) 1.67 (0,114)

A'

46.60 (9999) 15.50 (9999) 8.30 (9999)

B'

Cement concrete 1: 2; 4 ( 1 cement : 2 coarse sand : 4 gradesd stone aggregate 20mm nominal size) 10x0.15x0.15x0.15 m

= 0.033 cum.

less 33% for pipe etc. = (-) 0.011 cum = 0.022 cum say 0.02 cum Cum. (Rate as per item no. 4.5.3 of S.H. Concrete work) Finishing top and bottm and making the holes leak proof 1 time 1 time Add for delay 1 time Sundries Add for Contractor's profit and overheads @ 10% on A+B+C Cost for 10 holes Cost per hole Say Rs.per hole Making chases upto 7.5 x 7.5 cm in walls including 22.15 making good after housing G.I. pipe etc. Details of cost for 10 metres Labour for mking chases Mason 1 st class Mason 2nd class Beldar

Each Each Each

0.25 (0,123) 0.25 (0,124) 1.00 (0,114)

A'

Cement concrete 1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) 0.075x0.075x10m =0.05625 cum

Rate i/.cs water charges C.P. and overhead s 'B'

less 33% for pipe etc. = (-) 0.01856 cum = 0.03769 cum say 0.04 cum (Rate as per item no. 4.6.5 OF S.H. conrete work)

Cum

0.04

Add for water charges @ 1 % on (A) Add for Contracator's profit and overheads @10% on (A) + (B) Cost for 10 metre Cost per metre Say Rs…………. Per metre Making hole upto 20x20 cm and embedding pipes upto 150mm diameter in masonary and filling with cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 22.16 including disposal of malba. Details of cost for 10 metre cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) including disposal of malba. 0.2x0.2x10m = 0.40 cum less for pipe π x (0.15) 2/ 4x10m = (-) 0.177 cum 0.223 cum Say 0.22 cum Cum (Rate as per item no. 4.6.5of S.H. conrete work) 1 time Disposla of malba Add for water charges @ 1% Add for contractor's profit and overheads @ 10% on (A) Cost for 10 metre Cost per metre

0.22 5.2 (9999)

A'

Say Rs.per metre

Constructing masonry dust bin with 60cm wide platform towards opening of 75 class designation brick work in cement mortar 1;4 ( 1 cement : 4 fine sand) with top of wall sloped inside over 45 cm wide and 15 cm thick cement concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) in foundation 40mm thick cement concrete 1:5:10 ( 1 cement : fine sand : 10 graded stone aggregate 40 mm nominal size) including 12 mm cement plaster coat of neat cemnt over exposed sufrace of masonry walls and 10 cm depth below ground legvel including all excavation, refulling and disposal of surplus earth complete as per standard 22.17 design. 22.17.1 180x120 cm 22.17.1.2 With F.P.S. bricks Edtails of cost for one dust bin. Earth work in excavation including dispossla of surplous earth and refilling of excavated earth 6.92x0.45x0.45 m = 1.40 cum 1.66x0.475x0.075m = 0.06cum = 1.46 cum Cum (Rate as per item no. 4.6.5of S.H. conrete work) Cement concrete 1:5:10 (1cment : 5 fine sand: 10 graded stone agrregate 40 mm nominal size) 6.92x0.15x0.45m = 0.47 cum 1.80x1.20x.075m = 0.16 cum 0.70x0.23x0.075m = 0.07 cum = 0.71 cum Cum (Rate as per item no. 4.5.11 of S.H. Concrete work) Second class brick work in cement mortar 1:4

1.46

0.71

Remarks

A

each

A

each

A

each

A

each

per metre

per metre

per metre

per metre

per metre

per metre

per metre

per metre

per metre

per metre

per metre

per metre

per metre

per metre

per metre

per metre

per metre

per metre

per metre

per metre

per metre

per metre

per metre

per metre

per metre

per metre

per metre

per metre

per metre

per metre

per metre

per metre

per metre

per metre

per metre

per metre

A

each

A

B

each

A

B

each

A

B

each

A

B

each

each

each

each

per metre

per metre

per metre

per metre

per metre

per metre

per metre

per metre

per metre

X

per metre

X

per metre

X

per metre

X

per metre

X

per metre

X

per metre

X

per metre

X

per metre

X

per metre

X

per metre

X

per metre

X

per metre

X

per metre

per metre

per metre

per metre

per metre

per metre

per metre

per metre

per metre

per metre

per metre

per metre

per metre

per metre

per metre

per metre

per metre

per metre

per metre

per metre

per metre

per metre

per metre

per metre

per metre

per metre

per metre

per metre

per metre

X

per metre

X

per metre

X

per metre

X

per metre

X

per metre

X

per metre

X

per metre

X

per metre

X

A

B C

each

A

B C

each

A

B C

each

A

B C

each

per metre

per metre

A B C

each

A B C

per sqm

X'

A B C

each

X'

X'

X'

X'

X'

X'

Y

Y

A B C

each

A B C

each

X'

X'

X'

X'

X'

X'

Y

A B C

each

……. Per metre

Per 100 metre

Per 100 metre

Per 100 metre

Per 100 metre

Per 100 metre

Per 100 metre

Per 100 metre

Per 100 metre

Per 100 metre

Per 100 metre

Per 100 metre

Per 100 metre

Per 100 metre

Per 100 metre

Per 100 metre

Per 100 metre

Per 100 metre

Per 100 metre

Per 100 metre

Per 100 metre

Per 100 metre

Per 100 metre

Per 100 metre

Per 100 metre

Rs.

Rs.

(A) rate I/cs water charges C.P. and overheads

Per metre

(A) rate I/cs water charges C.P. and overheads

Per metre

Rs.

Rs.

(A) rate I/cs water charges C.P. and overheads

Per metre

(A) rate I/cs water charges C.P. and overheads

Per metre

Rs.

Rs.

(A) rate I/cs water charges C.P. and overheads

Per metre

(A) rate I/cs water charges C.P. and overheads

Per metre

Rs.

Rs.

(A) rate I/cs water charges C.P. and overheads

Per metre

(A) rate I/cs water charges C.P. and overheads

Per metre

Rs.

Rs.

(A) rate I/cs water charges C.P. and overheads

Per metre

(A) rate I/cs water charges C.P. and overheads

Per metre

Rs.

Rs.

(A) rate I/cs water charges C.P. and overheads

Per metre

(A) rate I/cs water charges C.P. and overheads

Per metre

Rs.

each cut

Rs.

each cut

Rs.

each cut

Rs.

each cut

Rs.

each cut

Rs.

each cut

Rs.

each cut

Rs.

each cut

Rs.

each cut

Rs.

each cut

Rs.

each cut

Rs.

each cut

Rs.

each cut

Rs.

Per sqm

Rs.

Per sqm

Rs.

Per sqm

Rs.

Per sqm

……. Per metre

Based on DAR 1997

Item No

Description

Unit

Providing and fixing G.I. Pipes complete with G.I. Fittings including trenching and refilling etc. (external work) 20.3.4 32 mm dia nominal bore Details of cost for 10 metre Materials32mm dia G.I. Pipes metre Carriage of pipes, approximate weight of 10m = 31.70kg tonne Add 2% for fittings and wastage of (A+B) White lead hemp, oil etc. 1 time Laboureach Fitter each Beldar Trenching and refiling etc. each Beldar each Coolie Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Cost for 10 metre Cost for 1 metre

Qty

Rate ( Rs)

Description

Unit

Remarks

10.00

A

0.03

B

2.60 0.12 0.25

0.66 0.66

Based on DAR 1997

Item No

Cost (Rs)

Qty

Rate ( Rs)

Cost (Rs)

Remarks

20.3.5

Providing and fixing G.I. Pipes complete with G.I. Fittings including trenching and refilling etc. (external work) Details of cost for 10 metre Materials40mm dia G.I. Pipes metre Carriage of pipes, approximate weight of 10m = 36.50kg tonne Add 2% for fittings and wastage of (A+B) White lead hemp, oil etc. 1 time Laboureach Fitter each Beldar Trenching and refiling etc. each Beldar each Coolie

10.00

0.04

3.65 0.16 0.33

0.66 0.66

Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Add W. C Tax @ 8.40% Cost for 10 metre Cost for 1 metre Based on DAR 1997

Item No

20.3.6

Description Providing and fixing G.I. Pipes complete with G.I. Fittings including trenching and refilling etc. (external work)

Unit

Qty

Rate ( Rs)

Cost (Rs)

Remarks

Details of cost for 10 metre Materials50mm dia G.I. Pipes metre Carriage of pipes, approximate weight of 10m = 51.70kg tonne Add 2% for fittings and wastage of (A+B) White lead hemp, oil etc. 1 time Laboureach Fitter each Beldar Trenching and refiling etc. each Beldar each Coolie

10.00

0.05

3.65 0.16 0.33

0.66 0.66

Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Add W. C Tax @ 8.40% Cost for 10 metre Cost for 1 metre

Based on DAR 1997

Item No

20.3.8

Description

Unit

Providing and fixing G.I. Pipes complete with G.I. Fittings including trenching and refilling etc. (external work) Details of cost for 10 metre Materials80mm dia G.I. Pipes metre

Qty

10.00

Rate ( Rs)

Cost (Rs)

Remarks

Carriage of pipes, approximate weight of 10m =86.40kg tonne Add 2% for fittings and wastage of (A+B) White lead hemp, oil etc. 1 time Laboureach Fitter each Beldar Trenching and refiling etc. each Beldar each Coolie

0.09

5.20 0.25 0.66

0.66 0.66

Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Add W. C Tax @ 8.40% Cost for 10 metre Cost for 1 metre

Based on DAR 1997

Item No

21.1 21.1.2

Description

Unit

Qty

each

50.00

100m

0.30

tonne

0.097

Providing, laying and jointing glazed stoneware pipes grade 'A' with stiff mixture of cement mortar in the proportion of 1:1(1 cement :1 fine sand) including testing of joints etc. complete. 150 mm dia metre Details of cost for 30 metre Materials: 150 mm stone ware pipes 60 cm long Carriage of pipes 10% allowance for breakage on items(I) & (ii) Cement of 50 joints = 0.068 cum = 0.097 tonne

Rate ( Rs)

Cost (Rs)

Remarks

Carriage of cement Fine sand Carriage of fine sand Spun yarn of plain gaskin @ 0.18 kg per joint = 0.18x50 = 9 kg. Labour: Mason 1st class Mason 2nd class Beldar Bhishti Add for water charges@ 1% Add for contractor's profit and overheads @ 10%

tonne cum cum

0.097 0.068 0.068

kg

9.00

each each each each

1.50 1.50 4.00 1.00

Unit

Qty

Add W. C Tax @ 8.40% Cost for 1 metre

Based on DAR 1997

Item No

Description

Rate ( Rs)

Cost (Rs)

Remarks

Constructing brick masonry manhole with 75 class designation bricks in cement mortar 1:4 (1 cement:4 coarse sand) RCC top slab with 1:2:4 mix ( 1 cement :1 coarse sand:4 graded stone aggregate 20 mm nominal size) foundation concrete 1:4:8 mix (1 cement :4 coarse sand : 8 graded stone aggregate 40 mm nominal size) inside plastering 12 mm thick with cement mortar 1:3 ( 1 cement :3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 ( 1 cement :1 coarse sand:4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design. 21.11 Inside size 90x80 cm and 60 cm deep including C.I. Cover with frame (light duty) 455 x 610 mm internal diamensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) 21.11.2 21.11.2.2 With F.P.S. bricks Material: Cement concrete 1:4:8 (1 cement :4 coarse sand : 8 graded stone aggregate 40 mm nominal size) 1.51x1.41x0.20 m = 0.426 cum say 0.43 cum

cum

0.43

(Rate as per item 4.5.8 of sub head concrete brick work with bricks of class designation 75 in foundation & plinth in cement mortar 1:4 (1cement :4 coarse sand) 4.32x0.23x0.50 m = 0.497 cum Less pipe 2pai/4(0.15m) 2x0.23m = (-) 0.008 cum

cum

0.49

cum

0.16

sqm

0.76

each each

0.06 0.06

= 0.489 cum say 0.49 cum cement concrete 1:2:4 ( 1 cement :1 coarse sand:4 graded stone aggregate 20 mm nominal size) for benching = 2x0.90x(0.80/2)x(0.30 +0.20)/2 = 0.18cum Less pipe 1x0.90xpai/4(0.15m)2 = (-) 0.02 cum = 0.16 cum

(Rate as per item 4.5.3 of sub head : concrete) 12 mm cement plaster 1:3 )1 cement :3 coarse sand) finishing with floating coat of neat cement 3.40mx0.20m =0.68 sqm 2x1/2x0.80x0.10 m = 0.08 sqm = 0.76 sqm (Rate as per item 13.17 of sub-head finishing) Reinforced cement concrete work 1:2:4 Steel work Form work Same as marked 'X' in item no. 21.11.1.2 Extra labour for making channeld same as marked 'A' in item no. 21.11.1.2 Labour: Mason 1st class Mason 2nd class

C.I. Cover with frame 455x610mm (Inside) Carriage of C.I. Cover and frame Painting of C.I. Cover and frame with coal tar Sundries Add for water charges@ 1% on A+B

each

1.00

1time

2.60

1time

2.60

1time

5.20

cum

0.55

Add for contractor's profit and overheads @ 10% A+B+C Add W. C Tax @ 8.40% Cost of one manhole

Inside size 120x90 cm and 90 cm deep including C.I. Cover with frame (light duty) 560mm internal diamensions total weight of cover and frame to be not less than 208 kg (weight of cover 108 kg and weight of frame100 kg)

21.11.4 21.11.4.2 With F.P.S. bricks Material: Cement concrete 1:4:8 (1 cement :4 coarse sand : 8 graded stone aggregate 40 mm nominal size) 1.81x1.51x0.20 m = 0.547 cum say 0.55 cum

(Rate as per item 4.5.8 of sub head concrete brick work with bricks of class designation 75 in foundation & plinth in cement mortar 1:4 (1cement :4 coarse sand) 5.12x0.23x0.65 m = 0.765 cum 1x0.56x0.23x0.15m = 0.019 cum 1x0.79x0.23x0.15m = 0.027 cum = 0.811 cum Less pipe 2pai/4(0.15m) 2x0.23m = (-) 0.008 cum

cum

0.80

cum

0.25

= 0.803 cum say 0.80 cum (Rate as per item 6.1.12 of sub head brick work) 1:2:4 ( 1 cement :1 coarse sand:4 graded stone aggregate 20 mm nominal size) for benching = 2x1.2x0.90(0.80/2)x(0 .30+0.20)/2 = 0.270 cum Less pipe 1.2xpai/4(0.15m)2 = (-) 0.021 cum = 0.249 cum say 0.25

(Rate as per item 4.5.3 of sub head : concrete) 12 mm cement plaster 1:3 )1 cement :3 coarse sand) finishing with floating coat of neat cement 4.2mx0.35m =1.47 sqm 2x0.56x0.15m = 0.17 2x1/2x0.90x0.10 m = 0.09 sqm for fixing cover 0.96x0.96m = 0.922 sqm

sqm

2.41

cum

0.33

kg

26.43

= 2.652 sqm less cover pai/4x(0.56)2 = (-) 0.246 sqm 2.406 sqm say 2.41 sqm (Rate as per item 13.17 of sub head :finishing) Reinforced cement concrete work 1:2:4 ( 1 cement :1 coarse sand:4 graded stone aggregate 20 mm nominal size) For slab: 1.66x1.36x0.15 m = 0.339 cum Add extra concreting 1x(0.56+0.79)x0.15x0 .15m = 0.03 cum = 0.369 cum less covers pai/4xd2xthickness 0.7854x(0.56)2x0.15 m = (-) 0.037cum = 0.332 say 0.33 cum Rate as per item 5.3 of sub head RCC work steel reinf. For slab @ 80.09 kg/per cum for 0.33 cum = 26.43 kg

Rate as per item 5.29.1 of sub head RCC work Form work inside area of man- hole 1.20x0.90 = 1.08 sqm less cover = pai /4x(0.56)2 = (-) 0.246 sqm

sqm

0.83

each each

0.08 0.08

each

1.00

1time

5.20

1time

2.60

1time

7.80

= 0.834 sqm say 0.83 Rate as per item 5.14.3 of sub head RCC work Extra labour for making channel: Labour: Mason 1st class Mason 2nd class C.I. Cover with frame 455x610mm (Inside) Carriage of C.I. Cover and frame Painting of C.I. Cover and frame with coal tar Sundries Add for water charges@ 1% on A+B Add for contractor's profit and overheads @ 10% A+B+C Add W. C Tax @ 8.40% Cost of one manhole

Based on DAR 1997

Item No 21.6.6

Description 500 mm dia R.C.C. pipe NP 3 Class Material: Details of cost for 10m. 500 mm dia pipe (in 2.5 m. length = 4 Nos.) incld. Carriage Collars 4 Nos. Cement for 4 joints = 4x 0.0045= 0.018 cum = 0.026 t Fine sand for 4 joints = 0.0089x4 = 0.036 cum Labour: Mason 1st class Mason 2nd class Beldar Bhishti Total Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Add W . C Tax @8.40% Cost for 10 metre Cost for per metre

Unit

Qty

metre

10.00

each

4.00

tonne

0.026

cum

each each each each

Rate ( Rs)

Cost (Rs)

1450 125

14500 500

6000

156

300

10.8 0 202.5 162 243 49.5 15823.8

Remarks

0.036

0.81 0.81 1.62 0.33

250 200 150 150

158.24 1598.20 1476.74 19056.98 1905.70 Say Rs 1906.00

Based on DAR 1997

Item No 21.6.4

Description 300 mm dia R.C.C. pipe NP 3 Class Material:

Unit

Qty

Rate ( Rs)

Cost (Rs)

Remarks

Details of cost for 10m. 300 mm dia pipe (in 2.5 m. length = 4 Nos.) incldg. Carriage Collars 4 Nos. Cement for 4 joints = 4x 0.00185= 0.0074 cum = 0.011 t Fine sand for 4 joints = 0.0037x4 = 0.0148 cum say 0.015 cum Labour: Mason 1st class Mason 2nd class Beldar Bhishti Total Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Add W . C Tax @8.40% Cost for 10 metre Cost for per metre

metre

10.00

each

4.00

tonne

0.011

cum

each each each each

800 80

8000 320

6000

66

300

4.5 0 147.5 118 174 30 8860

0.015

0.59 0.59 1.16 0.20

250 200 150 150

88.60 894.86 826.85 10670.31 1067.03 Say Rs 1067.00

Based on DAR 1997 and site condition Item No Description

1

Providing, laying and jointing glazed PVC pipes grade 'A' with including testing of joints etc. complete. 150 mm dia metre Details of cost for 30 metre Materials: 150 mm PVC pipes 3 m long Carriage of pipes 10% allowance for breakage on items(I) & (ii) Cement of 50 joints = 0.068 cum = 0.097 tonne Carriage of cement Fine sand Carriage of fine sand Spun yarn of plain gaskin @ 0.18 kg per joint = 0.18x50 = 9 kg. Glue for Joinning Labour: Mason 1st class Mason 2nd class Beldar Bhishti Add for water charges@ 1% Add for contractor's profit and overheads @ 10% Add W. C Tax @ 8.40%

Unit

Qty

each 100m

10.00 0.30

tonne

0.097

tonne cum cum

0.097 0.068 0.068

kg

9.00

each each each each

0.50 0.50 1.00 0.00

Rate ( Rs)

1,150.00 141.88 -

300.00 250.00 160.00 160.00

Cost for 1 metre Say Rs.

Cost (Rs)

11,500.00 42.56 150.00 150.00 125.00 160.00 121.28 1,224.88 102.89 13,576.61 452.55 453.00

Remarks