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Government of Andhra Pradesh

COMMON SCHEDULE OF RATES
AS PER
A.P. REVISED STANDARD DATA
FOR THE YEAR 2014-15
(Effective from 1st June, 2014)

BOARD OF CHIEF ENGINEERS

MASTER INDEX

Sl. No.
1
2
3

Description
Part-I (Irrigation & CAD Works)
Part-IV ( Public Health Works)
Annexure – Latest G.O. on
Seigniorage Charges

Page No.
From
1
1
1

To
44
84
5

Office of the Engineer-in-Chief(I.W)
I&cad Dept., Errummanzil,Hyderabad
Procs.No.ENC/IW/P&M/EE.3/DEE-10/AE/13305/Vol.37
Sub:
Ref:

dt:30.05.2014

Schedule of Rates as per A.P.Revised Standard Data for the year 2014-15-Irrigation &
CAD orks(Part-I),Road & Bridge Works(Part-2) and Drinking water supply schemes(Part-4)-approved-Printing& Communication of SoRs-Reg.
1)G.O.Ms.No.49,I&CAD (PW:Reforms)Dept., dt:2.3.2009
2)ENC(PH) Lr.No. 146/T1/SoR/2014-15/2014 dt. 31-05-2014
3)Industrial Consumer Price Index points obtained from Commissioner,Labour
Department
4)Minutes of BOCEs meeting for Schedule of Rates held on 24.05.2014.
****
The Government have approved A.P.Revised Standard Data vide ref 1st cited.The Schedule

of Rates as per A.P.Revised Standard Data for the year 2014-15 is approved based on the following.
The Engineer-in-Chief, Public Health Department has furnished draft rates for Public Health works items and Public Health Materials vide ref 2nd cited.
The Engineer-in-Chief (PR) has furnished the draft rates for Roads & Bridge items for the year 2014-15 in lieu of the Engineer-in-Chief (R&B) Dept. as the R&B Department is following the
MoRTH data in place of A.P. Revised Standard Data. The Engineer-in-Chief (PR) has yet to furnish corrected copy of Roads & Bridges item rates.
The Chief Engineer(Buildings),R&B Department has yet to furnish the Part-III of Common
SoR i.e., Buildings
For Irrigation & CAD work items, the regional Superintending Engineers, Irrigation Circles of
Hyderabad,Chitttoor & Dowlaiswaram in charge of Telangana, Rayalaseema and Andhra regions respectively have submitted the draft basic rates of materials. The Superintending Engineer,
Mechanical Circle, Hyderabad has furnished draft rates of Mechanical and Workshop items.
Accordingly, the draft rates for Irrigation & Command Area Development are prepared.
The labour wages are finalized based on market rates duly keeping in view of the minimum wages calculated from the index points obtained from the Commissioner, Labour Department vide ref 3rd cited for finalizing the Labour rates for SoR 2014-15.
Based on the proposals, the draft Schedule of Rates for the year 2014-15 were reviewed and finalized in the annual Board of Chief Engineers meeting held on 24.5.2014@3.30 P.M. in the BoCE
Conference hall, Jalasoudha Building, Hyderabad.

The procedure for the adoption of Irrigation work items, lead & lift charges (Common to all departments) is incorporated in the Annexure-A of SoR.
The approved basic rates are applicable to the datas as per A.P.Revised Standard Data approved by the Government vide G.O.1st cited. The Government approval is necessary to adopt any other data (i.e) MoRT&H Data for adopting the Road & Bridge Works(Part-2).
The lead & lift charges are common to all Engineering Departments. The detailed calculations are incorporated in the Lead & lift chapter in the I&CAD Works(Part-I) of A.P.Revised Standard Data.

During the BoCE meeting held on 24-05-2014, it is observed that in some of the estimates, Lead Charges are being added directly to the material basic rates for arriving the finished item rate. In view of that, the BoCE has instructed to see that while arriving the finished item rate, the lead charges are to be added to the material basic rates only after deducting the provision of
"Contractor's Profit and Overhead charges"
One hard copy & compact disc containing Schedule of Rates is here with communicated.
No other items other than the items communicated by this Office shall be introduced in the
SoR.
The Heads of Department and Officers mentioned below are authorized to print the Schedule of Rates for the year 2014-15. The unauthorized printing & selling of the SoR is strictly prohibited.
The Schedule of Rates for 2014-15 will be in force until the new SoR comes in to force.
Any discrepancies found (or) corrections required in SoR 2014-15 may be brought to the notice of undersigned for issuing corrections.
The revised rates will come into force from 1st June of 2014.
The receipt of the proceedings may be acknowledged.
Encl: SoR 2014-15 containing Part-I(Irrigation & CAD works) and Part-IV(Public Health
Items)
Sd/-L.Narayan Reddy,30.5.2014, Engineer-in-Chief(I.W.)
Chairman, BOCE(S.R)

I) Copy communicated to the Principal Secretary to Govt., I&CAD Dept., J-Block, A.P.Secretariat Buildings,
Hyderabad.

I) Copy Communicated to the following Heads of Departments along with Enclosures for information. 1) Engineer-in-Chief (Admn & NH)., Roads & Buildings Department.
2) Engineer-in-Chief (P.H.), Public Health Department.
3) Engineer-in-Chief (P.R.), Panchayath Raj Department.
4) Engineer-in-Chief (RWS) R W S, Department.
5) Chief Engineer (Buildings), R&B Department.
6) Copy of C.D containing Schedule of Rates 2014-15 & Standard data, part-1 (Irrigation & CAD works) to all Engineers-in-Chief, Chief Engineers of Irrigation & CAD Department for favour of information. III) Copy to the Superintending Engineer, Irrigation Circle, Irrigation & CAD Department,Red Hill,
Hyderabad for necessary action.

Sd/-L.Narayan Reddy,30.5.2014, Engineer-in-Chief(I.W.)
Chairman, BOCE(S.R)

ANNEXURE- A

Important – Read The following

1) The SPIU(Irrigation), Centre for Good Governance (CGG), Hyderabad has developed software package linking the basic input data of Irrigation with approved data of Irrigation work items.
2) The lead and lift charges are common to all Engineering Departments. The detailed calculations are incorporated in the Lead &Lift charges chapter in the I&CAD works (Part-1) of A.P. Revised standard data.
The Leads for Steel and Cement shall be from the nearest market place to the project area
3) Further, the CGG has also developed estimate preparation package to use in the preparation of estimates duly making provision for incorporation of applicable lead & lift for different materials, Area allowances for labour, Dewatering charges and VAT as additional.
4) For Gates & Hoist works, the excise duty on the fabrication of work (other than materials)shall be added as per the Government Orders issued from time to time while preparing the estimate.
5) The estimate sanctioning authority shall physically verify each and every Irrigation work item data incorporated in the estimate with basic input data before sanction of the estimate. Any lapses or arithmetic errors arising in the sanction of data’s /estimate due to adoption of the software package lies entirely on the concerned estimate sanctioning authority only.
6) Any discrepancies / corrections required for improper basic input data appearing in the approved data’s of
Irrigation work items in the software package and hard copy of SoR & Standard data’s

(part-1) may be

brought to the notice of undersigned for issuing corrections.

Sd/-L.Narayan Reddy,30.5.2014, Engineer-in-Chief(I.W.)
Chairman, BOCE(S.R)

INDEX
PART-I
Sl. No.

Description

Page No.
From

1

Part-I (Irrigation & CAD Works)
Preamble
Labour Rates
Basic input data for Irrigation work items & materials not covered in basic input data
Conveyance Charges of
Materials
Hire Charges of Machinery

To

1
5

4
9

10

35

36

40

41

44

IRRIGATION & CAD WORKS

Part I-Preamble-Common SoR 2014-15

PREAMBLE

1

Part I-Preamble-Common SoR 2014-15

PREAMBLE
I.0 AREA ALLOWANCES:
A) CORPORATIONS & MUNICIPALITIES:
a) (i) 25% extra over the rates on labour component of works is allowed in all
Municipal Corporation Limits of Andhra Pradesh except Greater Hyderabad,
Greater Visakhapatnam and Vijayawada municipal corporations (up to a belt of 12
Kms. from Municipal Corporation limits) and other corporations as notified by the
Government from time to time.
(ii) 40% extra over the rates on labour component of works for Greater Hyderabad,
Greater Visakhapatnam and Vijayawada Municipal Corporation (up to a belt of 12
Kms. from Municipal Corporation limits).
b) Allow 20% extra over basic rates on labour component of works in all District
Headquarters and the remaining Municipal limits (up to a belt of 12 Kms from
Municipal limits).
c) For works at Tirumala Hills in Chittoor District, 40% extra over the basic rates of labour component is allowed.
d) For works at Horsely hills in Chittoor District, 30% extra over the basic rates of labour component is allowed.
e) For works located inside Tirumala Temple, 20% extra over the basic rate of labour component specified for Tirumala Hills is allowed.
f) For Works located inside T.T.D Temples of Sri Padmavathi Ammavari Temple,
Tiruchanoor, Sri Govindaraja Swamy Temple at Tirupathi, Sri Kapleswara Swamy
Temple, Kapilatheerthm, Tirupathi and Sri Kalyana Venkateswara Swamy Temple,
Srinivasa Mangapuram , 20% extra over the basic rates of labour component for
Tirupathi Municipal Corporation is allowed.
B) JAIL COMPOUNDS:
20% extra is allowed over labour rates for the work in the Jail compounds. Only equivalent number of Man Mazdoor shall be provided in the Jail premises and no women Mazdoor are allowed inside.
C) INDUSTRIAL AREA:
a. 20% over basic rates on labour component works allowed for works situated within 10Kms belt of Industrial area of, Jeedimetla, Lingampally,
Ibrahimpatnam,Tandur in Ranga Reddy District, Ibrahimpatnam, Vuyyuru,
Jaggaiahpeta in Krishna District, Macherla, Gurajala, Challapalli in Guntur
District Garividi in Vijayanagaram District, Kothur in Mahabubnagar District,
Patancheru, Ramachandrapur in Medak District, Bibinagar in Nalgonda District,
Ramagundam and Godavarikhani in Karimnagar District, Renigunta in Chittoor
District and Yerraguntla & Mangampet in Kadapa District, Manchiryal,
Mandamarri, Bellampalli in Adilabad District, Sarpaka, Kothagudem, Paloncha,
Manguguru, Singareni Collieries in Khammam District, Kamalapur, Bhoopalpally of Warangal District, Wadepally of Nalgonda District, Nagapally(Centenary
Colony, Begumpet “X” roads),Takkelapally of Karimnagar District, Hindupur,
Tadipatri, Anantapur, Guntakal, Rayalcheruvu, Yadiki of Anantapur District and

2

Part I-Preamble-Common SoR 2014-15

Adoni, Dhone,Cement Nagar, Nandyal, Kurnool, Yemmiganur & Bethamcherla of
Kurnool District, Anakapally of Vishakhapatnam District.
D) AGENCY / TRIBAL AREAS:
a) 25% extra is allowed for the works located within the interior Agency / Tribal limits,
i.e. for the works located within & upto16 KMs from any all weather route inside
Agency / Tribal.
b) 40% extra is allowed for the works located within the interior Agency / Tribal limits,
i.e. for the works located beyond 16 KMs from any all weather route inside Agency /
Tribal.
NOTE: 1. No extra percentage is permissible in respect of Forest produce such as
Bamboo, Rellu grass and for all materials obtained from outside the Agency
/ Tribal.
2. The extra percentage under Agency / Tribal areas allowance may be allowed on the labour component and on the labour charges in the rates for conveyance of materials.
3. The extra percentage on cost of materials in Agency / Tribal areas can be allowed on the labour component only, if they are manufactured in the
Agency / Tribal areas itself except Forest produce.
E) GHAT ROADS:
For Ghat Roads steeper than 1 in 20, the length of the road may be taken as 1.5 times the existing length of the road for the purpose of leads only for conveyance of materials based on the certificate for the Ghat Road given by the Superintending
Engineer concerned.
Foot Note:

Under compelling circumstances, the concerned Chief Engineer can adopt the equivalent length of road as 2 ½ times of actual length.

Note below area allowances:
If more than one area allowance ( such as those ) for (1)
Municipalities (2) Agency / Tribal areas (3) Industrial areas are applicable for a particular situation, only the maximum out of the allowable percentages is to be allowed.
2.0

EXCAVATION OF TRIAL TRENCHES, TRIAL PITS AND EXCAVATION IN
RESTRICTED PLACES: -

I) EXCAVATION OF TRIAL TRENCHES, TRIAL PITS AND
EXCAVATION IN RESTRICTED PLACES: A. TRIAL TRENCHES:
1) Trial trenches of not more than 2 metres in width…25% extra

3

Part I-Preamble-Common SoR 2014-15

B. TRIAL PITS:
1) Up to 2 Metres depth
2) 2 Metres to 4 Metres depth
3) 4 Metres to 6 Metres depth
4) 6 Metres to 8 Metres depth
5) 8 Metres to 9 Metres depth
6) More than 9 Metres depth
II)








25% extra
50% extra
75% extra
100% extra
150% extra
200% extra

EXCAVATION IN RESTRICTED PLACES:I) Foundation of Buildings



75% extra



75% extra

III) For pipe lines where the depth is
1.5 times or more than the width



120% extra

IV) Silt removal in restricted areas such
U. T’s., Culverts and Syphons.



120% extra



75% extra

II) For pipe lines where the depth is less than 1.5 times the width

V) Excavation of field channels

VI) For narrow trenches not more than
2 meters in width and depth not less than twice the width and for excavation … of road boundary drains, model sections of canals.
VII) High berm cutting of not more than
150 mm average thickness and sectioning for roads



75% extra

50% extra

Note: 1) The extra percentage is allowed over Common item for all earth works (COM-MWRKManual Works) for corresponding soil and Standard data items. It includes the charges for all lifts and initial lead but does not include dewatering charges if any in respect of all the items under (A) and (B) above.

3.0

2) The above extra percentages in respect of excavation in hard rock for restricted places are to be allowed for (2/3) rd of the cost and shall not to be allowed in respect of items involving blasting component which may be taken as 1/3 of the cost. SEIGNIORAGE CHARGES:

Note:
The rates of the materials indicated in the SOR are exclusive of Seigniorage Charges.
Appropriate Seigniorage Charges for relevant materials are to be added to the Unit rate of work item in the estimates as fixed by the Government in G.O.Ms.No.198
(Industries and Commerce Dept.) dt:13.08.2009. In case of revision, the revised rates as fixed by Mines and Geology Department have to be adopted.

4

Part I - Labour Rates-Common SoR 2014-15

LABOUR RATES

5

Part I - Labour Rates-Common SoR 2014-15

LABOUR RATES
Sl
No.

CATEGORY OF WORKER

S. Rate for 2014-15

1

2

3

I.

SKILLED CATEGORY:
1 Bar bender

450

2 Black smith / Tin smith / Rivetor

385

3 Blaster

440

4 Carpenter Cl- I

385

5 Electrician ( Licensed )

440

6 Fitter Cl- I

385

7 Floor Polisher / Tile Layer

385

8 Foreman

440

9 Gauge reader
Maistry / Work Inspector with Non-technical Qualification
10 SSLC/SSC/HSC

370

11 Mason Cl- I / Brick layer Cl- I

385

12 Mechanic Cl- I

385

13 Operator Air compressor / DG set

385

14 Operator Batching plant

440

15 Operator Bus/Ambulance/ Lorry/ Tanker

440

16 Operator Concrete / Asphalt mixer

385

17 Operator Concrete / Asphalt paver

385

18 Operator Concrete pump / Placer/ ice plant

385

19 Operator Core drilling machine

440

20 Operator Crane/ Tower crane/ Cable way

440

21 Operator Drilling jumbo / Loco / Winch

385

22 Operator Grouting/ Guniting/ Shotcreting

385

23 Operator Jackhammer/Pneumatic tamper

385

24 Operator Pump / Ventilation fan

385

25 Operator Lathe/Drilling/Shearing machine

440

26 Operator Bending / Planing machine

385

27 Operator Road roller

385
6

370

Part I - Labour Rates-Common SoR 2014-15

Sl
No.

CATEGORY OF WORKER

S. Rate for 2014-15

1

2

3

28 Operator Shovel / Scraper / Dozer

440

29 Operator Spillway / Sluice gate

385

30 Operator Crusher / Conveyor / Mucker

385

31 Operator Tipper / Dumper / Transit mixer

440

32 Operator Concrete vibrator

385

33 Operator Vibratory plain / pad foot roller

385

34 Operator Wagon drill / Drifter

440

35 Painter Cl- I

440

36 Plumber / Pipe fitter

440

37 Sarang / Khalasi

385

38 Spun pipe moulder

385

39 Stone chiseller CI- I / Stone cutter Cl- l

385

40 Struct. steel Fabricator / Marker / Erector

440

41 Welder / Gas Cutter

385

42 Welder (X-ray quality)

440

II.

SEMI SKILLED CATEGORY:

1 Asphalt Sprayer / Boiler attendant

345

2 Bhisti

345

3 Boatman with boat

360

4 Carpenter Cl- II / Erector shuttering

345

5 Cartman with double bullock cart

395

6 Cartman with single bullock cart
7 Chavali / Navagani

370
345

8 Crowbarman / Jumper man

345

9 Fitter Cl- II

345

10 Gang man / Head / Survey mazdoor

345

11 Gardener / Trained mali

345

12

345

Air compressor / DG set

13 Helper Batching plant

345

14 Helper Blasting

345
7

Part I - Labour Rates-Common SoR 2014-15

Sl
No.

CATEGORY OF WORKER

1

2

S. Rate for 2014-15

15 Helper Bus/ Ambulance/ Lorry/ Tanker

3
345

16 Helper Bending/Shearing/Planing machine

345

17 Helper Carpenter

345

18 Helper Concrete / Asphalt mixer

345

19 Helper Concrete / Asphalt paver

345

20 Helper Core drilling machine

345

21 Helper Crane/ Tower crane/ Cable way

345

22 Helper Drilling jumbo / Loco / Winch

345

23 Helper Fitter / Fabrication/Electrician

345

24 Helper Grouting/ Guniting/ Shotcreting

345

25 Helper Jack hammer / Pneumatic tamper

345

26 Helper Laboratory / Instrumentation

345

27 Helper Road roller

345

28 Helper Shovel / Scraper / Dozer

345

29 Helper Crusher / Conveyor / Mucker

345

30 Helper Tipper / Dumper/ Transit mixer

345

31 Helper Vibrator

345

32 Helper Vibratory plain/ pad foot roller

345

33 Helper Wagon drill/ Drifter

345

34 Lineman Electric / Telephone

345

35 Mason Cl- ll / Brick layer Cl-II

345

36 Mechanic Cl- II

345

37 Painter Cl- II

345

38 Patkari / Neeraganti / Sowdy

345

39 Stone Chiseller Cl- II

345

40 Stone breaker / Hammer man

345
345

41 Valve man / Canal sluice operator
III. UN-SKILLED CATEGORY:
1
Cement / Asphalt handling mazdoor

295

2

Civic worker

295

3

Man mazdoor

295
8

Part I - Labour Rates-Common SoR 2014-15

CATEGORY OF WORKER

S. Rate for 2014-15

2

Sl
No.

3

1
4

Woman mazdoor

295

5

Watchman

295

OTHER CATEGORY:
Care-taker / conductor / Lift Attender

360

2

Cook / Mess man

360

3

Dhobi

360

4

Diploma Engineer / Surveyor

550

5

Diver with headgear

440

6

Graduate / Laboratory Assistant

440

7

Graduate Engineer/ Geologist

735

8

Horticulture Assistant / Photographer

370

9

ITI certificate holder / Tracer / Printer

440

10

Literate mazdoor

345

11

Stenographer / Computer Operator

485

12

Telephone / Wireless Operator

430

13

Typist / Job Typist
CAD operator with Diploma in Engineering/General degree with CAD certificate
Jeep Driver
Data Processing Operator

430

IV.
1

14
15
16

600
430
600

Note: - 1)The wage should not be less than the minimum wages of schedule of employment, subject to out turn. 2) 25% extra over the corresponding labour rates in respect of the work to be done during night time subject to issue of certificate accordingly by the concerned estimate sanctioning authority for providing in the data and by concerned Executive Engineer in charge of the work for payment. The night time allowance is applicable only to the works done under Greater
Hyderabad Municipal Corporation, Greater Visakhapatnam Municipal Corporation and
Vijayawada Municipal Corporation limits only.

9

Part I-Basic Input data for Irrigation items – Common SoR 2014-15

BASIC INPUT DATA
FOR IRRIGATION
WORK
ITEMS

10

Part I-Basic Input data for Irrigation items – Common SoR 2014-15

STATEMENT OF RATES FOR MATERIALS
FOR THE YEAR : 2014-15
GENERAL GUIDE LINES FOR REVISING RATES OF MATERIALS:
1

Average of the prevailing market rates, ignoring freak rates, is the criteria for
Fixing market rates for materials.

2

The rates for materials is inclusive of all taxes, duties and other local levies.

3

The rates for materials are exclusive of Seigniorage charges wherever applicable.

4

The rates for materials, except those for which lead charges are admissible as per the
Statement of lead charges is for all leads.

5.

The rates provided for useful rubble / stone chips from excavation shall be at dump yard. Sl
No.

DESCRIPTION OF MATERIAL

UNIT

S. Rate for 2014-15

1

2

3

4

1

Acetylene gas

cum

320.00

2

Asphalt 80/100 Grade

Kg

43.00

Binding wire

Kg

4

Burnt stone slab 10 cm thick

sqm

5

Cement 43 Gr/53 Gr
Note: As per Monthly rate fixed by SubCommittee.

tonne

3

6
7
8
9
10

11

Chequered plate
Coarse aggregate 10-4.75 mm(excluding Seigniorage charges) Coarse aggregate 20-10 mm(excluding Seigniorage charges) Coarse aggregate 40-20 mm(excluding Seigniorage charges) Coarse aggregate 80-40 mm(excluding Seigniorage charges) The aggregate rates mentioned above (from Sl.No.7 to
Sl.No.10) are exclusive of Seigniorage charges but including blasting charges of Rs.70/cum and 25% machine crushing charges. However, if the metal is obtained from hand broken, the blasting and crushing charges shall be deducted. The aggregate shall be HB
Stone of Granite, Dolamite, Dolerite and Trap.
(Quartzite and Basalt with aggregate impact of less than 20)
Coir brush

Kg cum cum cum cum

Each
11

70.00
300.00
4000.00
(Rate for
5/2014)
60
875
1210
1145
635

45

Part I-Basic Input data for Irrigation items – Common SoR 2014-15

Sl
No.

DESCRIPTION OF MATERIAL

UNIT

S. Rate for 2014-15

1

2

3

4

12

Copper sheet 16 SWG
Coursed rubble stone 30 x 30 x 45 cm(excluding
Seigniorage charges)
Coursed rubble stone 30 x 30 x 60 cm(excluding
Seigniorage charges)

Each

15

Curing Compound

Ltr

130

16

D – cord

Rm

10

17

Delay - noiseless trunk

Each

21

18

Detonating fuse coil

Rm

11

19

Detonating shock tube / Cord relays

Rm

65

20

Detonator delay type

Each

23

21

Detonator electric

Each

13

22

Detonator ordinary

Each

9

23

Empty cement bag

Each

4.5

24

Explosive ANFO

kg

43

25

Explosive ANFO high strength booster

kg

73

26

Explosive small dia ( Kelvex-220 or equivalent)

kg

70

13
14

27

kg

Each

(a)Fine aggregate/ sand(un- screened) for Concrete &
Filtering items) (excluding Seigniorage charges)

695
20
23

cum
(b)Fineaggregate/Sand(unscreened)for
filling(excluding Seigniorage charges)
Fine aggregate /Sand (Screened) for Mortar ,Plastering items and Sand blasting items(excluding Seigniorage cum charges)

342

29

Geo-textile ( filter fabric ) 160 gsm

sqm

110

30

Geo-textile ( filter fabric ) 200 gsm

sqm

132

31

Geo-textile ( filter fabric ) 250 gsm

sqm

154

32

G I Pipe 100 mm dia B Class

Rm

735

33

G I Pipe 15 mm dia A class

Rm

110

34

G I pipe 25 mm dia A class

Rm

170

35

G I pipe 40 mm dia B class

Rm

290

36

G I pipe 50 mm dia A class

Rm

320

28

12

462

606

Part I-Basic Input data for Irrigation items – Common SoR 2014-15

Sl
No.

DESCRIPTION OF MATERIAL

UNIT

S. Rate for 2014-15

1

2

3

4

37

G I Pipe 80 mm dia B Class

Rm

490

38

G.I Bolts / Nuts and Washers

kg

106

39

G.I sheet ( plain )

tonne

66000

40

Hariyala turfing sods

sqm

28

41

Hectometer stone one line dressed

Each

240

42

Hemp yarn

kg

72

43

Honne wood planks

cum

54000

44

Hume pipe with collar 150 mm dia

Rm

330

45

Hume pipe with collar 300 mm dia

Rm

650

46

J- Bolts 30 cm long

Each

35

47

Jungle wood planks

cum

23000

48

Khandki stone 15 to 20 cm height

Each

11

49

Khandki stone 20 to 25 cm height

Each

13

50

Khandki stone 25 to 30 cm height

Each

16

51

Kilometer stone one line dressed

Each

450

52

LDPE sheet ( Geo membrane ) 500 micron thick

sqm

92

53

LDPE sheet ( Geo membrane ) 750 micron thick

sqm

130

54

LDPE sheet ( Geo membrane ) 1000 micron thick

sqm

180

55

M S Bolts / Nuts / Washers
Murum(including loading charges but excluding
Seigniorage charges )

kg

90

56

cum

107

57

Oxalic acid

Ltr

76

58

Oxygen gas

cum

52

59

PVC sealing strip

Rm

44

60

PVC water stopper 310 mm wide

Rm

485

61

PVC pipe of 100 mm dia
Reinforcement steel (HYSD/TMT )
Note: As per Monthly rate fixed by Sub-Committee

Rm

175

62
63

Resin bond Cement capsule

tonne
Each

13

46,500(Rate for 5/2014)
65

Part I-Basic Input data for Irrigation items – Common SoR 2014-15

Sl
No.

DESCRIPTION OF MATERIAL

UNIT

S. Rate for 2014-15

1

2

3

4

64

65

66

Rough stone 20 x 20 x 75 cm ( Including Loading charges but excluding Seigniorage Charges)

Each

Shahabad stone slab (including loading charges but excluding Seigniorage charges)

sqm

Stone chips (at dump yard/Spoil)(including loading charges but excluding Seigniorage charges)

23
229
cum
175

67

Stone chips ( at quarry )(including loading charges but excluding Seigniorage charges) cum 340
Structural steel angle / channel / beam / bars
Note: As per Monthly rate fixed by Sub-Committee

68

tonne
45,000(Rate
for 5/2014)

69

Structural steel plate / flats
Note: As per Monthly rate fixed by Sub-Committee

tonne

46000(Rate for 5/2014)

70

Super Plasticizer (Conplast RP-264 or equivalent )

kg

80

71

Synthetic Enamel paint 1st quality

Ltr

240

72

Synthetic adhesive ( Resin + Hardener )

Kg

348

73

Tar felt joint filler board 12 mm thick

sqm

420

74

Tar felt joint filler board 20 mm thick
Through stones 20 x 20 x 30 to 45 cm (including loading charges but excluding Seigniorage charges)

sqm

630

75

Each
23

76
77
78
79

Through stones 25 x 25 x 45 to 60 cm long (including loading charges but excluding Seigniorage charges)
Through stones 30 x 30 x 65 to 75 cm long (including loading charges but excluding Seigniorage charges)
Un-coursed rubble stones ( at dump yard /Spoil)
(including loading charges but excluding Seigniorage charges) Un-coursed rubble stones ( at quarry )( including loading charges but excluding Seigniorage charges)

Each
Each

39
59

cum
155
cum

318

80

Water proofing compound

kg

75

81

Welding electrodes 4 mm dia

Each

11

82

Wire brush

Each

41

14

Part I-Basic Input data for Irrigation items – Common SoR 2014-15

Sl
No.

DESCRIPTION OF MATERIAL

UNIT

S. Rate for 2014-15

1

2

3

4

83

Wire mesh 20 gauge

sqm

212

84

Zinc chromate red oxide primer paint

Ltr

175

85

inorganic zinc silicate

Ltr

689

86

solvent less coal tar epoxy paint

Ltr

271

87

Zinc phosphate primer

Ltr

223

88

Allkyd based iron oxide paint
a) Cost of hdpe (80mm dia)

Ltr

196

89

Rm

b) light black MS casing pipe
80mm dia (4mm thick)

620

Rm
670

90

welded steel wire fabric 100X100X5 mm size

Kg

155

91

Protective Mastic

Ltr

483

92

Solventless coal tar epoxy (brown)

Ltr

374

15

Part I-Basic Input data for Irrigation items – Common SoR 2014-15

ADDITIONAL MATERIALS FOR GATES & HOISTS
FOR THE YEAR: 2014-15
GUIDE LINES:
a. For cast steel / Alloy steel / Forged steel / Bronze, aluminum alloy components the rates shall be inclusive of cost of basic metal for these components, casting / forging charges, machining charges and applicable excise duty on finished alloy component.
b. For other materials the rates shall be prevailing market rates.

Sl No.

DESCRIPTION OF MATERIAL

UNIT

1

2

3

S. Rate for 2014-15
4
210

1

Alloy steel ( IS : 1570-carbon steel ) shafts

Kg

2

Alloy steel ( IS : 1570-stainless steel ) pins

Kg

3

Bolt / Nut / Washer ( hot dipped galvanized )

Kg

130

4

Bolt / Nut / Washer ( stainless steel )
Bronze/Aluminum
alloy(IS:305)bearings/bushes

Kg

340

5

Kg

420

912

6

Cast iron blocks

Kg

80

7

Cast steel drums / gears

Kg

220

8

Cast steel pinions
Cast steel wheels / pulleys / hubs / rollers / retainers Chemical for de-greasing/ derusting/phosphate coating Kg

210

11

Coal tar epoxy paint

Ltr

215

12

Forged steel hooks / shackles

Kg

260

13

MS pipe 200 / 300 mm dia

Kg

175

14

MS pipe 32 mm dia

Rm

185

15

MS pipe 25 mm dia

Rm

150

16

Rm

759

17

Rubber bottom seal ( IS : 11855 )
Rubber side seal ( music note type Teflon claded ) ( IS : 11855 )

18

Rubber side seal ( music note type uncladed )
( IS : 11855 )

9
10

Kg
Ltr

180
140

Rm
1518
Rm
1155

19

Rubber side seal Z-type ( IS : 11855 )
16

Rm

1457

Part I-Basic Input data for Irrigation items – Common SoR 2014-15

Sl No.
1
20

DESCRIPTION OF MATERIAL

S. Rate for 2014-15
4

UNIT

2
Rubber corner seal ( Teflon claded )
( IS : 11855 )

3
Rm

1485

21

Rubber corner seal ( un claded ) ( IS : 11855 )

Rm

1100

22

Stainless steel plates / flats
Welding electrode 4 mm dia x 450 mm ( radiographic low hydrogen )
Welding electrode 4 mm dia x 450 mm ( stainless steel )

Kg

275

23
24

Each

18

Each

26

25

Wire rope 6x37 constn ( IS : 2266 )

Kg

250

26

Zinc

Kg

170

27

Zinc rich ( zinc content : 90 % ) epoxy primer

Ltr

689

MATERIALS FOR POWER SUPPLY WORKS
FOR THE YEAR : 2014-15

Sl
No.

Description of Material

Unit

1

Electric pole with fixtures

Each

2

Flood light 500 W

Each

3

Flood light set

Each

4

Flouscent tube light 40 W

Each

5

Flouscent tube light set

Each

6

HT / LT Circuit breaker with accessories

Set

7

HT / LT Line conductor
PVC Armoured cable 10 sqmm and below 1000 m

S. Rate for 2014-15

8

Rm

9

PVC Armoured cable 16 sqmm

Rm

10

PVC Armoured cable 25 sqmm

Rm

11

PVC Armoured cable 70 sqmm

Rm

17

For establishing Electrical SubStations at the
Project Sites wherever necessary, the rates approved by APTRANSCO may be followed. Part I-Basic Input data for Irrigation items – Common SoR 2014-15

DETAILS OF CAPITAL COST OF MACHINERY / EQUIPMENT
FOR THE YEAR: 2014-15
GUIDE LINES FOR FIXING CAPITAL COST OF MACHINERY / EQUIPMENT:
1 The Capital cost of machinery / equipment shall be for new machinery / equipment and shall be inclusive of all taxes, duties, other levies.
2 The cost of transport vehicles / equipment shall be exclusive of cost of tyres and tubes.
3 The cost of drill rods / drill bits / air hose / water hose / road tax / insurance charges and other consumable accessories shall not be included in the capital cost.
4 In cases, where the current capital cost of machinery / equipment could not be collected through enquiries, the capital cost considered for previous year may be updated on the basis of average percentage increase / decrease in the index for machinery published in the R.B.I Bulletin.

Sl
DESCRIPTION OF MACHINERY / EQUIPMENT UNIT
No:
1
1

2

S. Rate for 2014-15

3

Agitator car / Transit mixer 2 cum ( excluding tyres )

4

Each

21,50,000
86,000

tyres and tubes 6 sets
2

Air compressor 5 cmm electric

Each

7,10,000

3

Air compressor 7 cmm diesel

Each

9,50,000

4

Air compressor 7 cmm electric

Each

8,65,000

5

Air compressor 8.5 cmm diesel

Each

10,85,000

6

Air compressor 8.5 cmm electric

Each

11,20,000

7

Air compressor 15 cmm electric

Each

13,70,000

8

Angle Dozer 90 hp

Each

54,75,000

9

Batching plant 0.5 cum with accessories

Each

12,00,000

10

Batching plant 2 x 1.00 cum with accessories

Each

42,45,000

11

Batching plant 2 x 1.50 cum with accessories

Each

54,25,000

12

Bending machine

Each

5,30,000

13

Clamp shell and hoisting ropes

Each

30,000

14

Concrete bucket 1.5 cum

Each

56,000

15

Concrete hand mixer 45/30 ltr

Each

15,500

16

Concrete mixer 300/200 ltr(diesel)

Each

1,50,000

17

Concrete mixer 300/200 ltr ( electric )

Each

1,45,000

18

Concrete mixer 600/400 ltr(diesel)

Each

2,60,000

19

Concrete mixer 600/400 ltr ( electric )

Each

2,55,000

18

Part I-Basic Input data for Irrigation items – Common SoR 2014-15

Sl
DESCRIPTION OF MACHINERY / EQUIPMENT UNIT
No:
1

2

20

S. Rate for 2014-15

3

4

Concrete paver 100 Sqm / hr

Each

23,61,000

21

Concete placer pump / hour

Hour

120.80

22

Convey mucker ( excluding tyres )

Each

38,55,000

tyres and tubes 6 sets

86,000

23

Core drilling machine

Each

11,00,000

24

Diesel generating set 30 KVA

Each

4,95,000

25

Diesel generating set 50 KVA

Each

6,40,000

26

Diesel Loco 45 hp

Each

21,20,000

27

Dewatering pump 5 hp diesel

Each

40,000

28

Dewatering pump 5 hp electric

Each

24,500

29

Dewatering pump 10 hp diesel

Each

60,000

30

Dewatering pump 10 hp electric

Each

55,000

31

Dewatering pump 20 hp diesel

Each

1,90,000

32

Dewatering pump 20 hp electric

Each

1,00,000

33

Drifter

Each

10,58,000

34

Drilling jumbo ( excluding tyres )

Each

13,02,000

tyres and tubes 6 sets
35

86,000

Dumper 4.5 cum ( excluding tyres )

Each

tyres and tubes 6 sets

14,50,000
86,000

36

Geophysical Ele.resistivity meter

Each

4,75,000

37

Grouting pump

Each

1,02,000

38

Guniting / sand blasting equipment

Each

2,80,000

39

Ice plant with accessories 30 t / day

Each

22,80,000

40

Jack hammer

Each

65,000

41

Needle vibrator 40 mm petrol

Each

20,000

42

Needle vibrator 40 mm electric

Each

21,000

43

Needle vibrator 60 mm petrol

Each

21,500

44

Needle vibrator 60 mm electric

Each

25,500

45

Planing machine 4 m stroke

Each

7,80,000

19

Part I-Basic Input data for Irrigation items – Common SoR 2014-15

Sl
DESCRIPTION OF MACHINERY / EQUIPMENT UNIT
No:
1

2

S. Rate for 2014-15

3

4

46

Plate shearing machine up to 12 mm

Each

4,25,000

47

Pneumatic placer 0.5 cum

Each

5,80,000

48

Pneumatic tamper

Each

85,000

49

Pug cutting machine

Each

16,000

50

Pusher leg

Each

52,000

51

Road roller diesel 10 t

Each

8,50,000

52

Shovel 0.50 cum 75 hp

Each

37,50,000

53

Shovel 0.85 cum 110 hp

Each

63,80,000

54

Stationery derrick crane 5 t

Each

6,53,000

55

Tipper 5 cum ( excluding tyres )

Each

16,25,000

tyres and tubes 6 sets

86,000

56

Tipping tub 1.5 cum

Each

2,40,000

57

Tower crane 5 tonne

Each

74,75,000

58

Transformer 250 KVA

Each

4,25,000

59

Truck 10 t ( excluding tyres )

Each

14,75,000

tyres and tubes 6 sets
60

86,000

Truck mounted derrick crane 5 t ( excluding tyres )

Each

tyres and tubes 6 sets

19,60,000
86,000

61

Upright drilling machine

Each

56,000

62

Ventilation fan 20 hp

Each

2,60,000

63

Vibratory pad foot roller 8 t

Each

29,50,000

64

Wagon drill

Each

6,50,000

65

Water tanker 8000 ltr (excluding tyres)

Each

14,22,000

tyres and tubes 6 sets

86,000

66

Welding set

Each

48,000

67

Winch 35 hp electric

Each

3,75,000

68

Hydraulic Truck Crane 30T

Each

1,44,84,250

tyres and tubes 6 sets
69

1,85,220

Hydraulic Truck Crane 16T

Each
20

1,03,90,875

Part I-Basic Input data for Irrigation items – Common SoR 2014-15

S. Rate for 2014-15

Sl
DESCRIPTION OF MACHINERY / EQUIPMENT UNIT
No:
1

2

3

4

tyres and tubes 6 sets
70

1,85,220

Heavy Duty Airless Spray Painting Equipment

Each

4,87,770

ACCESSORIES TO MACHINERY / EQUIPMENT FOR THE YEAR : 2014-15

Sl No.

DESCRIPTION OF MATERIAL

UNIT

1

2

3

S Rate for 2014-15
4

1

Casing shoe bit

Each

10,500

2

Diamond core bit BX size

Each

10,600

3

Diamond core bit NX size

Each

12,720

4

Double tube core barrel

Each

13,568

5

Extension drill rod with coupling sleeve Rm

2120

6

Jack hammer drill rod 1.5 m

Each

4028

7

Jack hammer drill rod 2.5 m

Each

6254

8

Nozzle for Guniting / sand blasting gun

Each

700

9

Paving Cylinder

Each

28,080

10

Rails 30R ( 30 kg / m )

tonne

51,500

11

Reamer shell

Each

5150

12

T.C. Cross bit 50 mm dia

Each

5000

13

T.C. Cross bit 75 mm dia

Each

10,000

14

T.C. Cross bit 100 mm dia

Each

12,000

15

Tyres and Tubes for truck

Set

18,000

16

Wire rope 16 mm dia

Rm

265

17

Excavation of drain with Excavator

cum

35

21

Part I-Basic Input data for Irrigation items – Common SoR 2014-15

AGGREGATE CRUSHING & PROCESSING PLANT

Sl
No.

DESCRIPTION OF MATERIAL

UNIT

1

2

3

1

Jaw crusher 900 x 500 mm ( 120 tph ) with 50 hp motor

Each

2

Jaw crusher 500 x 300 mm ( 60 tph ) with 30 hp motor

Each

3

Jaw crusher 400 x 225 mm ( 10 tph ) with 25 hp motor

Each

4

Jaw plates 900 x 500 mm ( serreted )

Set

5

Jaw plates 500 x 300 mm ( serreted )

Set

6

Jaw plates 400 x 225 mm ( serreted )

Set

7

Nylon Conveyor belt 3 ply 600 mm width

Rm

8

Nylon Conveyor belt 3 ply 1000 mm width

S Rate for 2014-15
4

Rm

These items are no where being used in the
Standard Data.
Hence this may be deleted from
SoR

OTHER COSTS ON MATERIAL / MACHINERY / EQUIPMENT
FOR THE YEAR : 2014-15
1
The rate provided for ' SUNDRIES' (Lump sum provision for unquantified inputs in the data rates) shall be updated on the basis of general percentage increase / decrease in the market rates or on the basis of R.B.I ' All Commodity' index.
2
The rate for structural steel fabrication shall include cost of all materials (except structural steel), machinery, labour and one coat of primer painting.
3
4

Demand charges and electric power charges shall be as per prevailing APCPDCL tariff.
Rate of interest on capital cost shall be as approved by Govt or other competent authority.

Sl
No.

DESCRIPTION OF MATERIAL

UNIT

S Rate for 2014-15

1

2

3

4

1

Air hose 25 mm dia

Rm

175

2

Rm
KVA / month 298

3

Air hose 50 mm dia
Demand charges (HT-I : General-11 KVA category) on power supply

4

Diesel

Ltr

62

Kwhr

5

Electric power (HT-VIII Category) including tax (1.5 times of the Tariff of HT-I(A): General-11
KVA category)

6

Excise duty on Gates / Hoist supplies

%

0%

7

Insurance charges on machinery

% / annum

1%

8

Interest on capital cost

% / annum

11.00%

22

350

8.5

Part I-Basic Input data for Irrigation items – Common SoR 2014-15

Sl
No.

DESCRIPTION OF MATERIAL

UNIT

S Rate for 2014-15

1

2

3

4

9

Lubricants

Ltr

275

10

Petrol

Ltr

78

11

Rivets

Kg

100

12

Road tax on transport vehicles

Rs./annum

13

Shalimastic sealing compound

Kg

94

14

Shutter oil

Ltr

78

15

Structural steel fabrication

Kg

24

16

Sundries ( Lump sum for un quantified inputs )

LS

41

17

Water hose ( pressure ) 20 mm dia

Rm

219

18

Steel wedges

LS

16

19

Elbows / Nipple / Plugs etc.,

LS

17

20

Soldering materials

LS

17

21

Steam circulation arrangement

LS

17

22

Fuel charges ( gas for heating )

LS

17

23

Vulcanizing materials

LS

17

24

Other accessories / controls / junctions

LS

deleted

25

Miscellaneous fittings / switches etc

LS

deleted

26

Anchors / supports for cables / lights

LS

deleted

27

Civil works for foundations / pedestals / duct etc

LS

deleted

28

Gas cutting set ( 2 No’s 15 m hose and nozzle unit )

Each

14,203

29

Grease
Welding holder set ( cable / holder / gloves / mask etc )

Kg

30
31

Use rate of ropes

Each
LS

23

18,132

260
7350
150

Part I-Basic Input data for Irrigation items – Common SoR 2014-15

MATERIALS FOR GATES AND HOISTS
FOR THE YEAR : 2013-14

Sl No.

DESCRIPTION OF MATERIAL

UNIT

S Rate for 2014-15

1

Worm reducers

Each

224400

2

Electric motor 20 hp(Double Shaft)

Each

121000

3

Electric motor 17.5 hp(Double Shaft)

Each

85,800

4

Electric motor 12.5 hp(Double Shaft)

Each

72,600

5

Electric motor 5 hp(Double Shaft)

Each

33,000

6

Electric motor 3 hp (Double Shaft)

Each

23,100

7

Electric motor 2 hp (Double Shaft)

Each

12100

8

Floating shaft 300 mm dia

Kg

9

Manual operating system

Each

28,820

10

Gate position indicator

Each

195800

11

Ele-magnetic brake

Each

35,200

12

Electric cable / switch / control panel etc LS

50,380

13

Wire rope sockets

4,620

Each

24

180

Part I - Materials not covered under Irrigation basic data– Common SoR 2014-15

Materials other than covered under irrigation
For the year 2014-15
GENERAL GUIDE LINES FOR REVISING RATES OF MATERIALS:
1
2
3
4

Sl. No.

Average of the prevailing market rates, ignoring freak rates, is the criteria for
Fixing market rates for materials.
The rates for materials is inclusive of all taxes, duties and other local levies.
The rates for materials are exclusive of Seigniorage charges wherever applicable.
The rates for materials, except those for which lead charges are admissible as per the
Statement of lead charges is for all leads.

Description

1

2
Quarried stone 150 - 200 mm size for Hand Broken
M-002
(Excluding Seigniorage charges)
Boulder with minimum size of 300 mm for Pitching
M-003
(Excluding Seigniorage charges)
Coarse sand for filling (Excluding Seigniorage
M-004 charges)

M-005

M-006

Coarse sand for mortar(Excluding Seigniorage charges) Fine Sand (Excluding Seigniorage charges)

Unit
3
Cum
Cum
Cum

Cum

Cum

S. Rate for 2014-15
4
147
164
Rate as per item no.27(b) of material of I&CAD
Rate as per item no.27(a) of material of I&CAD
Rate as per item no.28 of material of
I&CAD
Rate as per item no.56 of Material rates of I&CAD.

M-007 Murum (Excluding Seigniorage charges)

Cum

M-008 Gravel/Quarry spall(Excluding Seinorage Charges)

Cum

103

M-009 Granular Material or hard murum for GSB works
Granular Material or hard murum for GSB
M-010
works(Excluding Seigniorage charges)

Cum

Deleted

M-011 Fly ash conforming to IS: 3812 ( Part II & I)
For item No.M-012 to M-055 the note shall be as follows 1) The rates mentioned are exclusive of Seigniorage charges but inclusive of blasting charges of
Rs.70/cum and 25% machine crushing charges.
However, if the metal is obtained by hand broken, machine crushing charges shall be deducted.
2) If the material is obtained by hand broken from surface boulders/canal spoil, the blasting and crushing charges shall be deducted.
3)The material shall be HB Stone of Granite,
Dolamite, Dolerite and Trap.(Quartzite and Basalt with aggregate impact of less than 20)
25

Cum
Cum

92
72

Part I - Materials not covered under Irrigation basic data– Common SoR 2014-15

Sl. No.

Description

Unit

1

2
Filter media/Filter Material as per Table 300-3
(MoRT&H Specification) (excluding Seiniorage
Charges)
Close graded Granular sub-base Material 53 mm to
9.5 mm (excluding Seinorage Charges)
Close graded Granular sub-base Material 37.5 mm to
9.5 mm (excluding Seinorage Charges)
Close graded Granular sub-base Material 26.5 mm to
9.5 mm (excluding Seinorage Charges)
Close graded Granular sub-base Material 9.5 mm to
4.75 mm (excluding Seinorage Charges)
Close graded Granular sub-base Material 9.5 mm to
2.36 mm (excluding Seinorage Charges)
Close graded Granular sub-base Material 4.75mm to
2.36 mm (excluding Seinorage Charges)
Close graded Granular sub-base Material 4.75mm to
75 micron mm((excluding Seinorage Charges)
Close graded Granular sub-base Material 2.36 mm
(excluding Seinorage Charges)
Stone crusher dust finer than 3mm with not more than
10% passing 0.075 sieve. (excluding Seinorage
Charges)
Coarse graded Granular sub-base Material 2.36 mm
& below (excluding Seinorage Charges)
Coarse graded Granular sub-base Material 4.75mm to
75 micron mm (excluding Seinorage Charges)
Coarse graded Granular sub-base Material 4.75 mm to 2.36 mm (excluding Seinorage Charges)
Coarse graded Granular sub-base Material 9.5 mm to
4.75 mm (excluding Seinorage Charges)
Coarse graded Granular sub-base Material 26.5 mm to 4.75 mm (excluding Seinorage Charges)
Coarse graded Granular sub-base Material 26.5 mm to 9.5 mm (excluding Seinorage Charges)
Coarse graded Granular sub-base Material 37.5 mm to 9.5 mm (excluding Seinorage Charges)
Coarse graded Granular sub-base Material 53 mm to
26 .5mm (excluding Seinorage Charges)
Aggregates below 5.6 mm(excluding Seiniorage
Charges)
Aggregates 22.4 mm to 2.36 mm (excluding
Seiniorage Charges)
Aggregates 22.4 mm to 5.6 mm (excluding
Seiniorage Charges)
Aggregates 45 mm to 2.8 mm (excluding Seiniorage
Charges)

3

M-012
M-013
M-014
M-015
M-016
M-017
M-018
M-019
M-020
M-021
M-022
M-023
M-024
M-025
M-026
M-027
M-028
M-029
M-030
M-031
M-032
M-033

26

S. Rate for 2014-15
4

Cum
345
Cum
Cum
Cum
Cum
Cum
Cum
cum
Cum

667
685
711
592
582
510
489
489

Cum
357
Cum cum Cum
Cum
Cum
Cum
Cum
Cum
Cum
Cum
Cum
Cum

438
474
474
561
619
620
685
850
557
914
1040
667

Part I - Materials not covered under Irrigation basic data– Common SoR 2014-15

Sl. No.

Description

Unit

1

2

3

M-034

Aggregates 45 mm to 22.4 mm (excluding
Seiniorage Charges)

Aggregates 53 mm to 2.8 mm (excluding Seiniorage
Charges)
Aggregates 53 mm to 22.4 mm (excluding
M-036
Seiniorage Charges)
Aggregates 63 mm to 2.8 mm (excluding Seiniorage
M-037
Charges)
Aggregates 63 mm to 45 mm (excluding Seiniorage
M-038
Charges)
M-035

Cum
Cum
Cum
Cum
Cum

M-039

Aggregates 90 mm to 45 mm (excluding Seiniorage
Charges)

Cum

M-040

Aggregates 10 mm to 5 mm (excluding Seiniorage
Charges)

Cum

Aggregates 11.2 mm to 0.09 mm (excluding
Seiniorage Charges)
Aggregates 13.2 mm to 0.09 mm(excluding
M-042
Seiniorage Charges)
Aggregates 13.2 mm to 5.6 mm (excluding
M-043
Seiniorage Charges)
Aggregates 13.2 mm to 10 mm(excluding
M-044
Seiniorage Charges)
M-041

M-045
M-046
M-047
M-048
M-049
M-050
M-051
M-052
M-053
M-054

Aggregates 20 mm to 10 mm (excluding Seiniorage
Charges)
Aggregates 25 mm to 10 mm (excluding Seiniorage
Charges)
Aggregates 19 mm to 6 mm (excluding Seiniorage
Charges)
Aggregates 37.5 mm to 19 mm(excluding
Seiniorage Charges)
Aggregates 37.5 mm to 25 mm(excluding
Seiniorage Charges)
Aggregates 6 mm nominal size(excluding
Seiniorage Charges)
Aggregates 10 mm nominal size(excluding
Seiniorage Charges)
Aggregates 13.2/12.5 mm nominal size(excluding
Seiniorage Charges)
Aggregates 20 mm nominal size(excluding
Seiniorage Charges)
Aggregates 25 mm nominal size(excluding
Seiniorage Charges)
27

Cum
Cum
Cum
Cum
Cum
Cum
Cum
Cum
Cum
Cum
Cum
Cum
Cum
Cum

S. Rate for 2014-15
4
Rate as per item no.9 of Material rates of
I&CAD.
914
872
714
662
Rate as per item no.10 of Material rates of I&CAD.
Rate as per item no.7 of Material rates of
I&CAD.
704
798
919
1029
Rate as per item no.8 of Material rates of
I&CAD.
1129
1040
1103
1145
735
935
1097
1365
1313

Part I - Materials not covered under Irrigation basic data– Common SoR 2014-15

Sl. No.

Description

Unit

1

2
Aggregates 40 mm nominal size(excluding
M-055
Seiniorage Charges)
M-056 AC pipe 100 mm dia

Metre

845
Rate as per PH item

M-057 Acrylic polymer bonding coat

Litre

474

M-058 Aluminum Paint

Litre

330

M-059 Aluminum alloy plate 2mm Thick

Sqm

381

M-060 Aluminum alloy/Galvanized steel
Aluminum sheeting fixed with encapsulated lens type reflective sheeting including 2% towards lettering,
M-061
cost of angle iron, cost of drilling holes, nuts, bolts etc. and signs as applicable
Aluminum studs 100 x 100 mm fitted with lens
M-062
reflectors

Tone

70,931

M-063 Barbed wire

3

S. Rate for 2014-15
4

Cum

Sqm

No’s

968
As per local market rate Kg

M-064 Bearing (Cost of parts)
Bearing (Cast steel rocker bearing assembly of 250
M-065
tonne )
Bearing (Elastomeric bearing assembly consisting of
7 internal layers of elastomer bonded to 6 nos.
M-066
internal reinforcing steel laminates by the process of vulcanization,) M-067 Bearing (Forged steel roller bearing of 250 tonne)
Bearing (Pot type bearing assembly consisting of a metal piston supported by a disc, PTFE pads providing sliding surfaces against stainless steel
M-068
mating together with cast steel assemblies/fabricated structural steel assemblies duly painted with all components Bearing (PTFE sliding plate bearing assembly of 80
M-069
tonnes )
M-070 Bearing (Supply of sliding plate bearing of 80 tonne)

80

No’s

570

No’s

785

Cm3
No’s

No’s

As per Market
Competitive rates.

No’s
No’s

M-071 Bentonite

Kg

M-072 Binding wire

Kg

M-073 Bitumen ( Cationic Emulsion )

Tone

M-074 Bitumen (60-70 grade)(Excluding taxes)

Tone

M-075 Bitumen (80-100 grade ) (Excluding taxes)

Tone

7.5
Rate as per item no.3 of Material rates of
I&CAD.

28

As per rates fixed by
R&B Dept based on refinery rates

Part I - Materials not covered under Irrigation basic data– Common SoR 2014-15

Sl. No.

Description

Unit

1

2

3

M-076 Bitumen (Cutback )

Tone

M-077 Bitumen (emulsion)(Excluding taxes)

Tone

M-078 Bitumen (modified graded)

Tone

M-079 Brick

Each

S. Rate for 2014-15
4
As per rates fixed by
R&B Dept based on refinery rates

M-080 C.I. shoes for the pile

Kg

As per Building SSR
54
Rate as per item no.5 of Material rates of
I&CAD.
Rate as per item no.62 of Material rates of I&CAD

M-081 Cement

Tone

M-082 Cold twisted bars (HYSD/TMT Bars)

Tone

M-083 Collar for joints 300 mm dia

No’s

165

M-084 Compressible Fibre Board(20mm thick)

Sqm

541

M-085 Connectors/ Staples

Each

82

Kg

536

Tone

59,225

M-086 Copper Plate(12m long x 250mmwide)
M-087 Corrosion resistant Structural steel
Corrugated sheet, 3 mm thick, "Tie" beam section
M-088
railing

Kg

M-089 Credit for excavated rock found suitable for use

Cum

M-090 Curing compound

Liter

M-091

Delineators from ISI certified firm as per the standard drawing given in IRC - 79

Earth Cost or compensation for earth taken from private land(Excluding Seigniorage Charges)
Elastomeric slab seal expansion joint assembly manufactured by using chloroprene, elastomer for
M-093
elastomeric slab unit conforming to clause 915.1 of
IRC: 83 (part II),
Electric Detonators @ 1 detonator for 1/2 gelatin stick
M-094
of 125 gms each
Epoxy compound with accessories for preparing
M-095
epoxy mortar
M-092

Each
Cum

Metre

100 no’s
Kg

206
194
130
As per local competitive quotations
40
As per local competitive quotations
Rate as per item No.
21 of I&CAD
361

M-096 Epoxy mortar

Kg

118

M-097 Epoxy primer

Kg

613

M-098 Epoxy resin-hardner mix for prime coat

Kg

633

Each

25

M-099 Flag of red color cloth 600 x 600 mm
29

Part I - Materials not covered under Irrigation basic data– Common SoR 2014-15

Sl. No.

Description

Unit

1

2

3

S. Rate for 2014-15
4

M-100 Flowering Plants

Each

40

M-101 Galvanized MS flat clamp
Galvanized steel wire crates of mesh size 100 mm x
M-102 100 mm woven with 4mm dia. GI wire in rolls of required size.
Galvanized structural steel plate 200 mm wide, 6 mm
M-103
thick, 24 m long

No’s

195

Sqm
180
Kg

M-104 Gelatin 80%

Kg

M-105 Geo grids

Sqm

M-106 (a)Geo membrane 500 micron thick

Sqm

(b) Geo membrane 750 micron thick

Sqm

(c) Geo membrane 1000 micron thick

Sqm

M-107 Geo nets

Sqm

M-108 (a)Geo textile 160 gsm

Sqm

(b) Geo textile 200 gsm

Sqm

(c) Geo textile 250 gsm

Sqm

M-109 Geo textile filter fabric

Sqm

M-110 GI bolt 10 mm Dia

No’s

M-111 Grouting pump with agitator

Hour

M-112
M-113

Grass (Doob)
Grass (Fine)

Kg
Kg

M-114 HDPE pipes 75mm dia
M-115 HDPE pipes 90mm dia
M-116 Hedge plants

Metre
Metre
Each

M-117 Helical pipes 600mm diameter

Metre

M-118 Hot applied thermoplastic compound

Litre

M-119 HTS strand

Tone

932
73
As per local competitive quotations
Rate as per item No.
52 of I&CAD
Rate as per item No.
53 of I&CAD
Rate as per item No.
54 of I&CAD
As per local competitive quotations
Rate as per item No.
29 of I&CAD
Rate as per item No.
30 of I&CAD
Rate as per item No.
31 of I&CAD
As per local competitive quotations
23
Rate covered in hire charges of machinery of Irrigation items
6
8
Rate as per PH items
Rate as per local competitive quotations

Part I - Materials not covered under Irrigation basic data– Common SoR 2014-15

30
Sl. No.

Description

Unit

1
2
M-120 Joint Sealant Compound
M-121

3
Kg

Jute netting, open weave, 2.5 cm square opening for seeding and Mulching

M-122 LDO for steam curing

Sqm
Litre

M-123 M.S. Clamps

Kg

M-124 M.S. Clamps

Kg

M-125 M.S. shoes @ 35 Kg per pile of 15 m

Kg

M-126

Mild Steel bars

Tone

Modular strip/box seal expansion joint including anchorage catering to a horizontal movement beyond
70 mm and up to 140mm assembly comprising of edge beams, central beam,2 modules chloroprene seal,
M-127 anchorage elements, support and control system, all steel sections protected against corrosion and installed by the manufacturer or his authorized representative
Modular strip/box seal expansion joint catering to a horizontal movement beyond 140mm and up to
210mm box/box seal joint assembly containing 3 modules/cells and comprising of edge beams, two
M-128 central beams, chloroprene seal, anchorage elements, support and control system, all steel sections protected against corrosion and installed by the manufacturer or his authorized representative
M-129
M-130

Metre

S. Rate for 2014-15
4
Rate as per local competitive 90
65
Deleted
Rate as per local competitive quotations
Rate as per local competitive quotations
46,865
Rate as per local competitive quotations

No’s

Paint
M-131
M-132 Pavement Marking Paint
M-133 Paving Fabric
Perforated geo synthetic pipe 150 mm dia
M-134
Perforated pipe of cement concrete, internal dia 100
M-135
mm
Pesticide
M-136
31

100

Litre
Litre

Nuts and bolts

20

Kg

Nipples 12mm

Metre

Rate as per local competitive quotations

255

Sqm

Rate as per local competitive quotations

Metre
Metre
Kg

Rate as per local competitive Part I - Materials not covered under Irrigation basic data– Common SoR 2014-15

S. Rate for 2014-15

Sl. No.

Description

Unit

1

2

3

4 quotations Metre

Rate as per PH item

M-137
M-138

R.C.C Pipes 200 mm dia, 2.5 m long for drainage
Plastic sheath, 1.25 mm thick for dowel bars

Sqm

M-139 Plastic tubes 50 cm dia , 1.2 m high

No’s

M-140 Polymer braids
Pre moulded Joint filler, 25 mm thick for expansion
M-141
joint.

Metre

M-142 Pre-coated stone chips of 13.2 mm nominal size
Preformed continuous chloroprene elastomer or closed cell foam sealing element with high tear
M-143 strength, vulcanized in a single operation for the full length of a joint to ensure water tightness.

Cum

Rate as per local competitive quotations

Sqm

Metre

Rate as per local competitive quotations

M-144 Pre-moulded asphalt filler board
Pre-packed cement based polymer concrete of
M-145 strength 45 Mpa at 28 days

Sqm
Kg

Rate as per local competitive quotations

M-146 Primer

Kg

As per Building SSR

M-147 Quick setting compound

Kg

As per local market rate Random Rubble Stone(Including Loading Charges
M-148 but excluding Seignorage Charges)

Cum

252.00

RCC Pipe NP 4 heavy duty non pressure pipe 1000
M-149 mm dia

Metre

RCC Pipe NP 4 heavy duty non pressure pipe 1200 mm dia
RCC Pipe NP 4 heavy duty non pressure pipe 300
M-151 mm dia
M-150

M-152

Reflectorising glass beads

Metre

Rate as per PH items

Metre
Kg

Reinforcement strips 60 mm wide 5 mm thick as per clause 3102. (Copper Strips)
Reinforcement strips 60 mm wide 5 mm thick as per
M-154
clause 3102. (Galvanized carbon steel strips)
Reinforcement strips 60 mm wide 5 mm thick as per
M-155 clause 3102. (Glass reinforced polymer/ fiber reinforced polymer/polymeric strips)
M-153

32

Metre
Metre
Metre

Rate as per local competitive quotations

Part I - Materials not covered under Irrigation basic data– Common SoR 2014-15

Sl. No.

Description

Unit

1

2
Reinforcement strips 60 mm wide 5 mm thick as per
M-156
clause 3102. (Stainless steel strips)
Reinforcement strips 60 mm wide 5 mm thick as per
M-157
clause 3102. (Aluminum strips)

3
Metre
Metre

S. Rate for 2014-15
4
Rate as per local competitive quotations

M-158 Rivets

Each

7.00

M-159 Sand bags (Cost of sand and Empty cement bag)

No’s

18.00

M-160 Sapling 2 m high 25 mm dia

Each

Rate as per local competitive quotations

M-161 Scrap tyres of size 900 x 20

No’s

80.00

Kg

18.00
Rate as per Item No.
M-092
Rate as per local competitive quotations
Rate as per local
15.00

M-162 Seeds(Grass)
Cost of Selected earth (Excluding Seignorage
M-163
Charges)
Separation Membrane of impermeable plastic
M-164
sheeting 125 micron thick

Cum

M-165 Sheathing duct

Metre

M-166 Shrubs

Each

M-167

Sqm

M-168 Sodium vapour lamp
M-169
M-170

M-171
M-172
M-173

Square Rubble Coursed Stone(Including Loading
Charges but excluding Seigniorage charges)
Steel circular hollow pole of standard specification for street lighting to mount light at 5 m height above deck level Steel circular hollow pole of standard specification for street lighting to mount light at 9 m height above road level Steel drum 300 mm dia 1.2 m high/empty bitumen drum Steel helmet and cushion block on top of pile head during driving.

Cum

Rate as per local competitive quotations

Each

Sludge / Farm yard manure @ 0.18 cum per 100 sqm at site of work for turfing

As per Building SSR

Cum

2236.00

Each

Each
No’s
Kg

Rate to be obtained from Electricity/Municipal
Departments
Rate to be obtained from As per local competitive market rate As per local

M-174 Steel pipe 25 mm external dia as per

IS:1239

Metre

288.00

M-175 Steel pipe 50 mm external dia as per

IS:1239

Metre

561.00

M-176 Steel wire rope 20 mm

Kg

185.00

M-177 Steel wire rope 40 mm

Kg

211.00
Rate as per local competitive quotations

M-178 Strip seal expansion join

Metre
33

Part I - Materials not covered under Irrigation basic data– Common SoR 2014-15

Sl. No.

Description

Unit

1

2

3

M-179 Structural Steel(HYSD/TMT bars)
M-180

Tone

Super plasticizer admixture IS marked as per 91031999

Synthetic Geo grids as per clause 3102.8 and approved design and specifications.
Through and bond stone
M-182 (a) 20X20x30 to 45 cm long
M-181

Kg

Sqm
Each

Through and bond stone
(b) 25X25x45 to 60 cm long
Through and bond stone
(c) 30X30x65 to 75 cm long
M-183

Each

Each

Tie rods 20mm diameter

No’s

M-184 Tiles size 300 x 300 mm and 25 mm thick
Timber
M-185
M-186

Traffic cones with 150 mm reflective sleeve

Tube anchorage set complete with bearing plate,
M-187 permanent wedges etc
M-188
M189(a)
b)

M-190
M-191
M-192
M-193

Un slaked lime

Rate as per item no.62 of Material rates of
I&CAD
Rate as per item no.70 of Material rates of
I&CAD
Rate as per local competitive quotations

Rate as per item no.75 of Material rates of I&CAD.
Rate as per item no.76 of Material rates of I&CAD.
Rate as per item no.77 of Material rates of I&CAD.
54.00

Each
Cum
No’s
No’s
Tonne

Water charges(Urban)

S. Rate for 2014-15
4

As per Building SSR
Rate as per local competitive quotations
Rate as per local competitive 2616.00

KiloLitre
KiloLitre

Water based cement paint
Welded steel wire fabric

77

Litre

Water charges(Rural)

103

As per Building SSR

Kg

Wire mesh 50mm x 50mm size of 3mm wire
Wooden ballies 2" Dia for bracing

Kg
Each

155.00
252.00
As per Building SSR
As per Building SSR

M-194 Wooden ballies 8" Dia and 9 m long

Each

M-195 Wooden packing
Wooden staff for fastening of flag 25 mm dia, one m
M-196
long

Cum

1265.00

Each

75.00

34

Part I - Materials not covered under Irrigation basic data– Common SoR 2014-15

Sl. No.

Description

Unit

1

2

3

S. Rate for 2014-15
4

per cm height per letter 1.60

Sqm

As per Building SSR

Sqm

As per Building SSR

Printing new letter and figures of any shade (ii)
Item 8.3 English Roman
Item 8.8

Painting Two Coats on New Concrete Surfaces

Item 8.9 Painting angle iron post Two Coats

Miscellaneous Items
1

2

Benching old embankment slopes 0.45 X 0.45 M
Laying Sand Bags in the stipulated places including cost of empty cement bag, sand, thread, stiching charges and labour charges with 14%overhead charges and contractors profits.

RM

4.20

per bag
25.60

3

Rough stone for revetment 225mm thick ( including
Loading charges but excluding Seigniorage charges)

4

Eradication of Weed growth from Drains, Canals by spraying Chemicals

Cum
144.00
Sqm
1.75

5

Thinner

Ltr

35

140.00

Conveyance Charges of Material – Common SoR 2014-15

Conveyance
Charges of Material

36

Conveyance Charges of Material – Common SoR 2014-15

CONVEYANCE CHARGES OF MATERIALS AS PER SoR 2014-15
(COMMON TO ALL DEPARTMENTS).
LEAD, LIFT, LOADING AND UNLOADING CHARGES FOR MATERIALS FOR THE
YEAR: 2014-15
1. For total lead up to 150 m (including initial lead) lead charges by head load only shall be adopted irrespective of mode of conveyance.
2. For total lead exceeding 150 m conveyance by mechanical means only shall be adopted irrespective of mode of conveyance.
3. The rates for loading at quarry including idle hire charges of trucks and hire charges per for each kilometer and up to 5 km are cumulative and inclusive of total charges for Preceding lead.
4. Unless otherwise specified lead charges for Earth / Sand / Gravel / Aggregates and Stones are for loose volume and not for compacted or in-situ volume.
5. The rates for lift charges, lead charges, hire charges are cumulative and inclusive of rates for preceding lift, lead and hire charges.
6. Lift charges are not payable where conveyance of materials is by mechanical means to final placing point.
7. Loading and unloading charges are not payable for conveyance by head load.
8. Loading charges are not payable for conveyance by mechanical means for disposal of excavated materials beyond initial lead of 50 m wherever specified.
9. Loading and unloading charges are not payable for conveyance by mechanical means for disposal of excavated materials beyond initial lead of 1 km wherever specified.
10. The rates for unloading of materials except earth, sand, gravel, coarse aggregate, rubble, size stone and cut stone are inclusive of stacking.
11. Hire charges are per 1KM for tippers and trucks for transport of materials from work site to dump yard and other places are cumulative& includes previous km up to 5 kms
12. The lead & lift charges are inclusive of contractor's profit and overhead charges of 14%

13. During the BoCE meeting held on 24-05-2014, it is observed that in some of the estimates,
Lead Charges are being added directly to the material basic rates for arriving the finished item rate. In view of that, the BoCE has instructed to see that while arriving the finished item rate, the lead charges are to be added to the material basic rates only after deducting the provision of "Contractor's Profit and Overhead charges"

37

Conveyance Charges of Material – Common SoR 2014-15

A. (LEAD) CONVEYANCE CHARGES FOR MATERIALS BY HEAD LOAD
FOR THE YEAR: 2014-15

Sl No.

1

Total distance
( Total lead includes initial lead )

Earth / Sand /Gravel
/ Murrum/ Lime/
Surki/ Size stone /
Cut stone Rubble /
Coarse aggregate
Rs/Cum

Cement /
Reinforcement steel
Str steel
Rs / tonne

PCC slab/
Shahbad slab /
CC block/ BS slab/ Late-rite /
Wood Rs / cum 3

4

5

initial lead
48.00
96.10

initial lead
28.00
56.10

initial lead
61.10
122.30

2
Total lead up to 50 m
1 (covered by item rate)
2 Total lead up to 100 m
3 Total lead up to 150 m

Notes: 1. No loading or unloading charges are admissible for conveyance by head load.
2. For total lead exceeding 150 m conveyance charges by mechanical means only shall be adopted irrespective of mode of conveyance.
3.The lead & lift charges are inclusive of 14% Contractor Profit and Over Head charges B.( LEAD) CONVEYANCE CHARGES FOR MACHINERY PER KILOMETER FOR
TRANSPORTING MATERIALS BY TIPPERS AND TRUCKS EXCLUDING LOADING,
UNLOADING AND IDLE HIRE CHARGES OF MACHINERY
FOR THE YEAR: 2014-15
( No loading and unloading charges allowed for machinery loading and unloading )

Sl
No.

1
1
2
3
4
5

6
7

Distance

2
Lead up to 1 km
Lead up to 2 km
Lead up to 3 km
Lead up to 4 km
Lead up to 5 km for Every km beyond 5 km up to
30 km for Every km beyond
30 km

(Lead) charges for trucks per 1000 nos. of bricks (Lead) charges for trucks and tippers for
Earth / Sand
/Gravel /
Murrum/
Lime/ Surki/ per cu.meter

(Lead) charges for trucks and tippers for
Rubble/Size
stones/ Cut
Stones/ Coarse aggregate per cu.meter (Lead) charges for trucks and tippers for Cement/ Steel/
RCC poles/ AC &
GI sheets/ Packed materials/tonne (Lead) charges for trucks and tippers per cu.meter for PCC slabs/ Shahabad slabs/ CC &
Laterite
blocks/
Wood/ cum

3
31.50
44.10
58.90
71.50
84.10

4
30.40
42.60
58.90
71.50
84.10

5
19.00
26.60
36.80
44.70
52.60

6
44.70
62.60
86.60
105.10
123.70

(Lead) charges for trucks and tippers per cu.met er water/ 10
00
7
18.80
26.30
35.00
42.50
50.00

12.60

12.60

7.90

18.50

7.50

20.30

10.50

10.50

6.60

15.50

6.30

16.90

8
50.70
71.00
94.60
114.90
135.20

Note: The lead & lift charges are inclusive of 14% Contractor Profit and Over Head charges

38

Conveyance Charges of Material – Common SoR 2014-15

C. LOADING AND UNLOADING CHARGES BY MANUAL MEANS
( idle hire charges of trucks are not added)

Sl No.

1

Description of item

Earth /
Sand
/Gravel
Murrum/ /
Surki/
Rs / cum
3
16.00
8.00

2
1 Loading
2 Unloading

Rubble/ size stone/ cut stone/ Coarse aggregate, Lime in
Rs/cum
4
32.00
16.00

cement in
Rs/tonne

steel in
Rs./tonne

5
52.80
52.80

brick work Rs/1000
No

6
63.30
63.30

7
44.00
44.00

Note: The lead & lift charges are inclusive of 14% Contractor Profit and Over Head charges
D. LOADING AND UNLOADING CHARGES BY MANUAL MEANS
(including idle hire charges of trucks)

Sl No.

Description of item

Earth /
Sand
/Gravel
Murrum/ /
Surki/
Rs / cum

1

2
1 Loading
2 Unloading

3
108.20
38.60

Rubble/ size stone/ cut stone/ Coarse aggregate, Lime in
Rs/cum
4
124.20
62.10

cement in
Rs/tonne

steel in
Rs./tonne

brick work Rs/1000
No

5
154.20
154.20

6
164.70
164.70

7
211.30
211.30

Note: The lead & lift charges are inclusive of 14% Contractor Profit and Over Head charges.
E.LOADING AND UNLOADING CHARGES BY MECHANICAL MEANS
(including idle hire charges of trucks)

Sl No.

Description of item

Earth /
Sand
/Gravel
Murrum/ /
Surki/
Rs / cum

1

2
1 Loading
2 Unloading

3
52.50
15.90

Rubble/ size stone/ cut stone/ Coarse aggregate, Lime in
Rs/cum
4
105.00
15.90

Note: The lead & lift charges are inclusive of 14% Contractor Profit and Over Head charges

39

Conveyance Charges of Material – Common SoR 2014-15

F. LIFT CHARGES FOR MATERIALS BY HEAD LOAD

Total lift
( Total lift includes initial lift )

Sl
No.

1
1

2

2
Total lift up to 3 m
(covered by item rate)
For Every 1.00 Lift beyond initial lift of 3 meters Earth / Sand
/Gravel
Murrum/ Lime/
Surki/
Size stone / Cut stone Rubble / Coarse aggregate Rs / cum

Cement /
Reinforcement steel
Str steel
Rs / tonne

PCC slab/
Shahbad
slab / CC block/ BS slab / Laterite
/ Wood
Rs / cum

3

4

5

Initial lift

Initial lift

Initial lift

5.60

4.10

7.50

Note: The lead & lift charges are inclusive of 14% Contractor Profit and Over Head charges

40

Machinery Hire Charges – Common SoR 2014-15

HIRE CHARGES

41

Machinery Hire Charges – Common SoR 2014-15

HIRE CHARGES OF PLANT & MACHINERY
FOR THE YEAR : 2014-15
Sl.
No

Description of machinery

Unit

1

2

3

Hire charge in
Rs
4

Fuel charge in
Rs
5

Crew
Charge
in Rs.
6

Total in Rs
7

1

Agitator car / Transit mixer 2 cum

Hour

758.40

937.80

244.90

1941.10

2

Air compressor 5 cmm ( electric )

Hour

108.30

256.80

142.40

507.50

3

Air compressor 7 cmm ( diesel )

Hour

241.30

767.30

182.20

1190.80

4

Air compressor 7 cmm ( electric )

Hour

131.90

342.40

142.40

616.70

5

Air compressor 8.5 cmm ( diesel)

Hour

275.60

959.10

182.20

1416.90

6

Air compressor 8.5 cmm ( electric)

Hour

170.80

428.00

142.40

741.20

7

Air compressor 15 cmm ( electric)

Hour

138.80

951.20

151.80

1241.80

8

Angle Dozer 90 hp

Hour

1715.50

656.00

204.10

2575.60

9

Hour

114.60

114.10

293.80

522.50

Hour

405.40

342.40

293.80

1041.60

11

Batching plant 0.5 cum ( 6 Cum/hr)
Batching plant 2 x 1.00 cum
(15 Cum/hr)
Batching plant 2 x 1.50 cum
( 50 Cum/hr)

Hour

518.10

418.50

293.80

1230.40

12

Bending machine 3000 x 12 mm

Hour

42.60

114.10

113.90

270.60

13

Clamp shell and hoisting ropes

Hour

5.40

0.00

0.00

5.40

14

Concrete bucket 1.5 cum

Hour

15.80

0.00

0.00

15.80

15

Concrete hand mixer 45 / 30 ltr

Hour

5.50

0.00

0.00

5.50

16

Concrete mixer 300 / 200 ( diesel)
Concrete mixer 300 / 200 ltr
( electric)

Hour

53.50

85.30

189.80

328.60

Hour

51.70

38.00

189.80

279.50

10

17
18

Hour

92.70

170.50

189.80

453.00

19

Concrete mixer 600 / 400 ( diesel)
Concrete mixer 600 / 400 ltr
( electric)

Hour

91.00

76.10

189.80

356.90

20

Concrete paver 100 sqm / hr

Hour

356.50

0.00

364.40

720.90

21

Concete placer pump / hour

Hour

822.80

264.80

151.80

1239.40

22

Convey mucker

Hour

319.00

255.80

244.90

819.70

23

Core drilling machine

Hour

65.80

682.00

113.90

861.70

24

Diesel generating set 30 KVA

Hour

85.10

1023.00

113.90

1222.00

25

Diesel generating set 50 KVA

Hour

381.60

575.40

142.40

1099.40

26

Diesel Loco 45 hp

Hour

10.20

85.30

96.10

191.60

27

Dewatering pump 5 hp ( diesel )

Hour

3.00

38.00

72.10

113.10

28

Dewatering pump 5 hp ( electric )

Hour

15.20

170.50

96.10

281.80

42

Machinery Hire Charges – Common SoR 2014-15

Sl.
No

Description of machinery

Unit

1

2

3

Hire charge in
Rs
4

Fuel charge in
Rs
5

Crew
Charge
in Rs.
6

Total in Rs
7

29

Dewatering pump 10 hp ( diesel )

Hour

6.70

76.10

72.10

154.90

30

Dewatering pump 10 hp ( electric

Hour

48.30

341.00

96.10

485.40

31

Dewatering pump 20 hp ( diesel )

Hour

12.30

152.20

72.10

236.60

32

Dewatering pump 20 hp ( electric

Hour

322.70

0.00

306.20

628.90

33

Drifter

Hour

368.40

46.00

151.80

566.20

34

Drilling jumbo

Hour

580.70

429.70

195.90

1206.30

35

Dumper 4.5 cum

Hour

99.00

0.00

0.00

99.00

36

Geophysical Electric resistivity meter

Hour

24.90

38.00

227.80

290.70

37

Grouting pump

Hour

110.10

0.00

189.80

299.90

38

Guniting / sand blast equipment

Hour

170.20

1084.30

113.90

1368.40

39

Ice plant & accessories 30 t / day

Hour

19.80

0.00

284.70

304.50

40

Jack hammer

Hour

7.60

21.50

136.60

165.70

41

Needle vibrator 40 mm ( petrol )

Hour

8.00

7.60

136.60

152.20

42

Needle vibrator 40 mm ( electric )

Hour

8.20

32.20

136.60

177.00

43

Needle vibrator 60 mm ( petrol )

Hour

9.70

11.40

136.60

157.70

44

Needle vibrator 60 mm ( electric )

Hour

117.80

114.10

182.20

414.10

45

Planing machine 4 m stroke

Hour

41.90

152.20

122.50

316.60

46

Plate shearing machine up to 12 mm

Hour

171.10

0.00

75.10

246.20

47

Pneumatic placer 0.5 cum

Hour

20.70

0.00

227.80

248.50

48

Pneumatic tamper

Hour

6.40

3.80

0.00

10.20

49

Pug cutting machine

Hour

12.70

0.00

0.00

12.70

50

Pusher leg

Hour

197.20

767.30

182.20

1146.70

51

Road roller diesel 10 t

Hour

1003.10

511.50

204.10

1718.70

52

Shovel 0.50 cum 75 hp

Hour

1706.60

937.80

204.10

2848.50

53

Shovel 0.85 cum 110 hp

Hour

86.10

0.00

0.00

86.10

54

Stationery derrick crane

Hour

446.70

322.20

153.10

922.00

55

Tipper 5 cum

Hour

64.20

0.00

0.00

64.20

56

Tipping tub 1.5 cum

Hour

867.10

197.80

163.30

1228.20

57

Tower crane 5 tonne

Hour

5041.00

0.00

0.00

5041.00

58

Transformer 250 KVA

Hour

414.10

322.20

153.10

889.40

59

Truck 10 t

Hour

519.70

322.20

153.10

995.00

60

Truck mounted derrick crane 5 t

Hour

22.50

38.00

171.60

232.10

61

Upright drilling machine/grinder

Hour

11.50

152.20

24.90

188.60

43

Machinery Hire Charges – Common SoR 2014-15

Sl.
No

Description of machinery

Unit

1

2

3

Hire charge in
Rs
4

Fuel charge in
Rs
5

Crew
Charge
in Rs.
6

Total in Rs
7

62

Ventilation fan 20 hp

Hour

1342.20

1108.30

227.80

2678.30

63

Vibratory pad foot roller 8 t

Hour

188.50

0.00

244.90

433.40

64

Wagon drill

Hour

402.50

322.20

153.10

877.80

65

Water tanker 8000 ltr

Hour

16.00

91.30

0.00

107.30

66

Welding set

Hour

129.40

186.40

227.80

543.60

67

Winch 35 hp ( electric )

Hour

68

Tractor with 2 T roller

Hour

69

Hydraulic Truck Crane 30T

Hour

3096.80

118.80

454.30

3669.90

70

Hydraulic Truck Crane 16T
Heavy Duty Airless Spray Painting
Equipment

Hour

2278.10

75.00

454.30

2807.40

Hour

121.40

71

345.00

44

121.40

PUBLIC HEALTH ITEMS

PUBLIC HEALTH ITEMS
Description

Sl.
No.
1
2
1 RATES OF LABOUR (SKILLED WORKMEN)
1. Caulkar
2. Plumber 1st Class
3. Plumber 2nd Class
4. Sewer Cleaner
5. Well Sinker
6. Pipe line Fitter 1st Class
7. Pipe line Fitter 2nd Class
8. Pump Operator
9. Bore Mechanic
10. Light Vehicle Driver
Note:The rate at relevant item in common SoR is applicable for occasional employment. 2 RATES FOR EARTH WORK :
a. Earth work excavation in all types soils for pipe lines, for drainage and water supply, where the depth is more than 1.5 times the width.
b.

3
Per Day
Per Day
Per Day
Per Day
Per Day
Per Day
Per Day
Per Day
Per Day
Per Day

SoR for
2014-15
4

As per
Labour rates of SoR

To follow the relvent items of Irrigation work items as per AP.Standard data Earth work excavation in all types soils for pipe lines, for drainage and water supply, where the depth is less than 1.5 times the width.

c.

Unit

Earth work excavation in all types soils for open trenches, for valve pits, inspection chambers, etc.

3. a. Excavation of pipe line trenches for drainage and water supply in rock requiring blasting with initial lead and lift including cost of blasting materials where the depth is more than 1.5 times the width, in places where there is no habitation.
b.

Excavation of pipe line trenches for drainage and water supply in rock requiring blasting with initial lead and lift including cost of blasting materials where the depth is less than 1.5 times the width, in places where there is no habitation.

c.

Cutting rock for pipe line trenches by hammers, nuckles and chisels including stacking where the depth is 1.5 times or more than the width.
Cutting rock for pipe line trenches by hammers, nuckles and chisels including stacking where the depth is less than 1.5 times the width.

d.
e.
f.

Cutting rock for works other than pipe lines trenches by hammers, nuckles and chisels including stacking.
For contolled blasting at restricted places
NOTE :- Rock should be measured in solids. In case it is not possible, stacks should be made in which case 40% for voids to be deducted from the stack measurements.

4

Loading or unloading materials such as C.I. Pipes, PVC Pipes, AC Pressure
Pipes, DI Pipes, SW Pipes, PVC Pipes, A.C/Specials less than 300 mm dia upto 4 m in length including stacking.

a.
b.
c.

C.I. Pipes/D.I. Pipes and fittings
A.C. Pipes & Specials
Stoneware pipes & Specials

Per Tonne
Per Tonne
Per Tonne

To follow as per AP.Standard
1

Sl.
Description
No.
1
2
d. P.V.C. Pipes and fittings
5 Loading or unloading materials such as C.I. Pipes, DI pipes, SW pipes, AC pressure pipes & fittings/ specials from 300 mm to 600 mm dia upto 4 m in length including stacking.
a. C.I. Pipes/D.I. Pipes and fittings
b. A.C. Pipes & Specials
c. Stoneware pipes & Specials
6
a.
b.
c.
7
a.
b.

Loading or unloading materials such as C.I. Pipes, DI pipes, PVC pipes, AC pipes less than 300 mm dia, above 4 m in length including stacking.
C.I. Pipes/D.I. Pipes and fittings
A.C. Pipes & Specials
P.V.C. Pipes and fittings
Loading or unloading materials such as C.I. Pipes, DI pipes, AC pipes from
300 mm to 600 mm above 4 m in length including stacking.
C.I. Pipes/D.I. Pipes and fittings
A.C. Pipes & Specials
Note:- For loading and unloading the above materials at Railway Stations, the rates may be adopted based on the competitive quotations or the hammalae charges if prevailing.

8. a. Lowering C.I. / D.I. Pipes (all classes) and specials (fittings) with s/s ends carefully into trenches and laying them true to alignment and gradient including all sundries but excluding cost and conveyance of pipes from source of supply (Ref to specifications. BIS No.3114/1994)
Diameter of Pipe/Fittings in mm :
80mm to 1000mm dia
8. b. Lowering C.I. / D.I. Pipes (all classes) and specials (fittings) with flanged ends carefully into trench and laying them true to alignment and gradient including all sundries but excluding cost and conveyance of pipes from source of supply. (Reference to specifications. BIS No.3114/1994)
Diameter of Pipe/Fittings in mm :
80mm to 750mm dia
800mm dia
900mm dia
1000mm dia
1100mm dia
1200mm dia
9. a. Jointing CI /DI pipes & fittings with s/s ends including cost of pig lead,
Spun yarn and sundries such as cost of fuel for melting lead, filling with water with lead up to 500m and testing to required pressure complete.
(Reference to specifications. BIS No.3114/94/12288:1997)
Diameter of Pipe/Fittings in mm :
80mm to 800mm
900mm dia
1000mm dia

Unit
3
Per Tonne

SoR for
2014-15
4 data Per Tonne
Per Tonne
Per Tonne

To follow as per AP.Standard data Per Tonne
Per Tonne
Per Tonne

To follow as per AP.Standard data Per Tonne
Per Tonne

To follow as per AP.Standard data To follow as per AP.Standard data Per Metre

To follow as per
AP.Standard data
Per Metre
482.00
Per Metre
626.00
Per Metre
814.00
Per Metre
1003.00
Per Metre
1192.00

To follow as per
AP.Standard data
Each Joint
Each Joint

13852.00
15475.00
2

Sl.
No.
1

Description

2
1100mm dia
1200mm dia
9. b. Jointing C.I., D.I. pipes and fittings with rubber gasket (push-on-joint), excluding the cost of the gasket but including all sundries filling with water, with a water lead up to 500m and testing to required pressure, etc. complete
(Reference to specifications IS 3114/1994/12888/1997)

10

Diameter of Pipe/Fittings in mm :
80mm to 1000mm dia
Jointing CI pipes, fittings and valves with flanged ends including cost of jointing materials such as bolts, rubber insertion, white lead including filling with water, with lead up to 500 meters and testing to required pressure complete. (Reference to specifications. BIS No.3114/1994.)

Diameter of pipe/Fittings/ valve in mm :
80mm to 750mm dia
800mm dia
900mm dia
1000mm dia
1100mm dia
1200mm dia
11a Lowering the RCC plain ended pipes carefully into the trench laying them true to alignment and gradient, jointing RCC pipes with cement joints including curing, the cost of jointing materials i.e., Cement Mortar (1:1.5), hemp yarn etc., and testing including filling with water with a water lead upto 500 metres excluding cost of rubber rings as per BIS No.783/85.

Unit
3
Each Joint
Each Joint

SoR for
2014-15
4
17097.00
18720.00

To follow as per AP.Standard data Each Joint

To follow as per AP.Standard data Each Joint
Each Joint
Each Joint
Each Joint
Each Joint
Each Joint

5808.00
6831.00
7866.00
8928.00
10027.00

per every 25 mm dia.
11b Lowering the RCC S/S pipes carefully into the ready made trenches laying them true to alignment and gradient, jointing with rubber rings and testing including filling with water with a water lead upto 500 meters including cost of rubber rings as per BIS No. 783/1985

Per Metre

18.00

per every 25 mm dia.
80mm to 600mm
700mm dia
800mm dia
900mm dia
1000mm dia
Lowering and Jointing G.I. pipes and specials / fittings including excavation of trench of 0.5m width and 0.50 m depth in all soils except rock requiring blasting and refilling trenches after laying and jointing pipes and also including cost of jointing materials but excluding the cost of pipes.
Reference to specifications. BIS No.783/85

Per Metre

To follow as per AP.Standard data 12

a

G.I. Pipes :Dia in mm
15mm to 150mm

292.00
350.00
420.00
503.00

To follow as per AP.Standard data Per Metre
3

Sl.
Description
No.
1
2 b Laying, jointing of PVC/HDPE pipes as per BIS No.7634 part-III/75 for
PVC and BIS No.7634 part-II/75 for HDPE pipes including trench excavtion and refiling.
Dia in mm
20mm dia
25mm dia
32mm dia
40mm dia
50mm dia

Unit
3

SoR for
2014-15
4

Per Metre
Per Metre
Per Metre
Per Metre
Per Metre

24.00
25.00
28.00
28.00
28.00

Note:(i) The above rates are applicable for the works in District only.

13

14

(ii) If the depth of excavation is more than 0.5 m separate rates to be worked out.
Lowering and laying in ready made trench true to alignment and gradient, jointing, and testing of Stone ware pipes including cost of jointing material such as cement mortar (1:1) proportion and hemp yarn but excluding cost and conveyance of pipe. (Reference to specifications BIS No. 6530/72)
Dia of Pipes in mm .
100mm to 450mm
Lowering, laying, jointing and testing to hydralic test pressure including cost of water with minimum water lead of 500m for UPVC pressure pipes in ready made trenches true to alignment and gradient including all sundries but excluding cost & conveyance of pipes from source of supply and jointing materials as per BIS No. 7634 - Part III - 1975

To follow as per AP.
Standard data

Per Metre
To follow as per AP.
Standard data

Dia of Pipes in mm .
63mm to 315mm
15

Per Metre

Laying and jointing of HDPE pipes by butt fusion welding as per IS:7634 – part-II/1975 as amended from time to time to the alignment and gradient and testing the pipeline to the required pressure.
Outer Dia of pipes in MM
63mm dia OD
75mm dia OD
90mm dia OD
110mm dia OD
125mm dia OD
140mm dia OD
160mm dia OD
180mm dia OD
200mm dia OD
225mm dia OD
250mm dia OD
280mm dia OD
315mm dia OD
355mm dia OD
400mm dia OD
450mm dia OD

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

35.00
39.00
44.00
50.00
61.00
64.00
69.00
76.00
83.00
91.00
97.00
107.00
174.00
194.00
216.00
240.00
4

Sl.
Description
No.
1
2
16 Lowering, keeping in position and fixing C.I. sluice valves (with cap / with hand wheel & Reflex valves) excluding cost of bolts, nuts, rubber insertion, sluice valve and tail pieces
Dia of Valve in mm.
80mm to 450mm
17 Labour charges for fixing Air valves including boring the mains and threading the bore fixing nipple etc., complete.
Dia of Air valve in mm.
25mm dia
40mm dia

18

19

20

21

22

50mm dia
65mm dia
80mm dia
100mm dia
125mm dia
150mm dia
Labour charges for fixing Kinetic Air Valves with isolating Sluice valves,
Double Air valves/ Air Cushion valve excluding cost of jointing materials such as bolts, nuts and rubber insertions etc., complete.

Unit
3

SoR for
2014-15
4
To follow as per AP.
Standard data

Each

Each
Each

To follow as per AP.Standard data Each
Each
Each
Each
Each
Each

150.00
160.00
174.00
205.00
319.00
350.00

Each
Each
Each
Each
Each
Each
Each
Each

142.00
161.00
171.00
183.00
200.00
233.00
364.00
398.00

Dia of Air valve in mm.
25mm dia
40mm dia
50mm dia (Double Air valves)
65mm dia (Double Air valves)
80mm dia (Double Air valves)
100mm dia (Double Air valves)
125mm dia (Double Air valves)
150mm dia (Double Air valves)
Uprooting C.I./ DI Pipes by melting the lead, loosening the joints, scraping the pipes, hoisting and keeping within a lead of 10 m but excluding earth work excavation and refilling.
80mm to 600mm
Uprooting of RCC pipes including breaking the collars, loosening the joint, seperating the pipes, hoisting and keeping within a lead of 10 m but excluding earthwork excavation and refilling.
100mm to 300mm
Removing old G.I.pipes and specials / fittings and cleaning, scraping the pipes, hoisting and keeping with in 50m lead but excluding earth work excavation of trenches and refilling.
Dia of Pipes in mm
15mm to 50mm
Cutting C.I./ DI Pipes without water in mains.Dia of pipes in mm.
Dia of Pipes in mm
80mm to 600mm

Per Metre

Each cut

To follow as per AP.Standard data 680mm dia
700mm dia

Each cut
Each cut

442.00
454.00
5

Per Metre

Per Metre

To follow as per AP.
Standard data
To follow as per AP.
Standard data
To follow as per AP.Standard data Sl.
No.
1

23

24

25

Description
2
750mm dia
800mm dia
900mm dia
1000mm dia
1100mm dia
1200mm dia
Cutting A.C. Pipes without water in mains.Dia of pipes in mm.
Dia of Pipes in mm
80mm dia
100mm dia
125mm dia
150mm dia
200mm dia
250mm dia
300mm dia
350mm dia
400mm dia
450mm dia
500mm dia

3
Each cut
Each cut
Each cut
Each cut
Each cut
Each cut
Each cut
Each cut
Each cut
Each cut
Each cut
Each cut
Each cut
Each cut
Each cut
Each cut
Each cut
Each cut

600mm dia
Each cut
Drilling and tapping CI/ DI / GI Main and fixing brass screw down ferrule and plug.
Each Tapping
10 mm to 20mm
Each Tapping
25 mm to 40mm
Cutting road surface including stacking of excavated materials for pipe line trench work.
a) Cutting open B.T. road surface (as well as asphalt concrete upto 75 mm
10 Sqm thick) including water bound macadam
b) Cutting open C.C. road surface
1 Cum
c) Cutting open water bound macadam road including soiling

26

Unit

Bailing out water.(For PH item)
a) Bailing out water from the pipe line trenches with oil engine driven pumpsets, including hire charges, fuel charges and wages for Driver and
Helper.
b) Bailing out water from the pipe line trenches with Electric Driven pumpset including hire charges, current charges and wages for Driver and
Helper.

SoR for
2014-15
4
488.00
520.00
584.00
649.00
715.00
780.00

29.00
29.00
29.00
29.00
30.00
49.00
49.00
61.00
67.00
84.00
93.00
102.00
To follow as per AP.
Standard data

596.00
1656.00

1 Cum

204.00

HP/Hour

48.00

HP/Hour

35.00

NOTE:- The rate is payable on the total H.P. hours ignoring fractions less than 0.5 HP hour and rounding off 0.5 HP hour or more to the next higher integer. 27

Shoring and strutting of trenches for water and sewer main.
a) Single Staging from (0 to 2.5 Mts.)
b) Double staging from (2.5 m to 4.5 Mts.)

To follow as
1 Sqm of per AP.
Shoring area
Standard data
1 Sqm of
Shoring area
6

Sl.
Description
No.
1
2
28 Barricading, hoarding, lighting and watching etc., for water supply and sewerage works for trenches.

Unit
3

SoR for
2014-15
4

a) 0 to 1 m deep under water.

10 Cum

10610.00

b) 1 to 2 m deep under water.
c) 2 to 5 m deep under water.
d) Beyond 5 m deep under water for every additional 1 m depth over item 'c'

29

1 RMT

To follow as per AP. Standard data 10 Cum
10 Cum

15197.00
22811.00
4358.00

Excavation of trenches for infiltration galleries, syphon lines and connecting mains in all soils under water including all leads, lifts, shoring, strutting, bailing out water and removal of shoring and strutting materials, after completion of pipe line work.

10 Cum
NOTE:- The above rates do not include rock requiring blasting or chiselling
30

Laying and jointing perforated RCC pipes inclusive of bailing out water and jointing with cement fillets and all other incidental charges for infiltration gallery inclusive of bailing out water by pumping to keep the trench reasonably dry to facilitate the work excluding cost of perforated pipes and collars. Per Metre

33.00

per every 25 mm dia.
31

Centring and scaffolding charges for RCC members including all materials and labour charges for forming and dismantling.

a)

for R C C Elevated Service Reservoir of staging up to 15 metre below L W
L.
1) Slabs for thickness (150 mm to 300 mm)
2) Slabs for thickness above (300 mm)
3) Side walls curved surfaces.
4) Side wall straight surfaces.
5) Dome.
6) Roof Slab.
7) Column braces and beams
8) Circular braces, ring beams & circular column.

One Sqm of
Centering
area

2964.00
5925.00
2239.00
1993.00
2427.00
1494.00
999.00
1096.00

Note:- For RCC ELSR of staging above 15 m, the % increse in these rates shall be as follows.
15-18 m
---- 9%
18-21m
--- 15%
21-24 m
--- 21%
24 m -27m --27% above27m ---- 30%
b)

For Ground level works :1) Slabs
2) Beams & Lintels
3) Sun shades

1 Sqm
1 Cum
1 Sqm

To follow as per AP.Standard data 7

Sl.
No.
1

Description
2
4) RCC vertical walls of plane surface

Unit
3
1 Sqm of centering area

5) RCC vertical walls of circular faces

SoR for
2014-15
4
796.00

1014.00
1 Sqm of centering area

32

NOTE: Scaffolding for every extra height of 1 m or part thereof but not less than 0.5 m.The above centering charges are applicable for water retaining structures only.
Lift or delift of materials :
a) Lifting of cement concrete for RCC elevated reservoir. For every 1m height or part thereof over the initial lift of 3 m
b) Delifting the materials such as stones, concrete etc., for concrete below ground level for construction of masonry ground level reservoirs, construction of masonry ground level reservoirs, inspection wells, test wells and sump wells etc., for every 1 m depth or part thereof beyond the initial depth of 3 meters from ground level.

33

1 Cum

122.00
37.00

1 Cum

Labour charges for fixing ventilating shafts complete with all accessories.
Each

34

Labour charges for fixing water closets including fixing of foot rests (for all sizes). Each

35

Labour charges for fixing of flushing cistern including fixing of flush pipes, lead pipe, jointing etc., complete

To follow as per
AP.Standard data

Each

36

Labour charges for fixing wash hand basin including fixing of inlet and waste pipe connections etc., complete

Each

37

Fixing urinal with inlet and waste pipe connections etc., complete.

Relevent
Building SoR items Each

38

Refilling the trench for pipe line with excavated earth including watering and tamping etc., complete
39( a) Extra allowance for isolated scattered works viz., valve pits / chambers, public fountains, meter pits and manholes, delivery cistern etc., complete.
( b) Repairs to the existing mains, interconnections, replacement of valves/specials etc., including the cutting ,jointing, bailing out of water, drying, earth work execavation etc., complete.
40 Removal of wet silt and sludge from sullage drains with aid of baskets and vessels. 41

10 Cum

Each

50% extra over the cost of chamber.
150% extra over the cost of work

10 Cum

1595.00

Well sinking in sandy and other loose soils under water either by manual labour, divers, or dredgers, weighting the top of staining to assist sinking etc., including dewatering and other incidental charges such as hire charges for mechanical equipment etc
Upto 2 m below GL/m
From 2 to 4 m below GL/m
From 4 to 6 m below GL/m
From 6 to 8 m below GL/m

Per metre
Per metre
Per metre
Per metre

To adopt as per
AP.Standard
data 8

Sl.
No.
1

Description
2
From 8 to 10 m below GL/m

Unit
3

SoR for
2014-15
4

Per metre

Note:-Below 10 m for every metre depth or part thereof add Rs.250/- per
m. For higher dia, observed data is to be prepared and got approved.
42

43 a b c d e Sinking in Hard strata other than rock but in soils like limestone, gravel, clay under water including, pumping dewatering, hire charges for mechanical equipment etc., complete.
Rates for OHSRs/ELSRs including fixtures with a staging of 15 m, without
Seismic analysis.
500 Kilo litres
1000 Kilo litres
1500 Kilo litres
2000 Kilo litres
2500 Kilo litres
1) The above rates are arrived with base rate of Cement Rs.4000/- per MT &
Steel for Rs.46,500/- per MT for the month of May'2014

Observed Data

Per litre
Per litre
Per litre
Per litre
Per litre

18.27
15.10
13.63
12.74
11.96

2) All concrete components shall be designed with M30 Design Mix proportion. 3) For intermediate capacities proportional rates shall be adopted.
4) The foundations shall be designed for Annular Raft Footings.
The above rates are applicable for Elevated Level Services Reservoirs /
OHSRs for SBC of 15 T/Sqm.
a) For every decrease of 2.50 T/Sqm of SBC, the rate shall be incresed by
2.50% on basic rate .
b) For every increase of 2.5 T/Sqm of SBC, the rate shall be decreased by
1.0% on basic rate.
c) For SBC below 10T/sqm , solid raft shall be provided and for solid raft the rate shall be increased by 10% on basic rates
5) For staging less than 15 m, the rate shall be decreased by Rs.0.05 paise on basic rate per litre per every metre decrease in staging.
6) For staging above 15 m, the rate shall be increased by Rs.0.10 paise on basic rate per litre per every metre additional staging.
7) The above rates shall be increased / decreased due to increase/decrease in the cost of cement by Basic rate x (Rc-4000) x 0.00007
Rc = Rate of Cement (Rs per MT) at the time of preparation of estimate.
8) The above rates shall be increased / decreased due to increase/decrease in the cost of Steel by Basic rate x (Rs-46,500) x 0.00002
Rs = Rate of Steel (Rs per MT) at the time of preparation of estimate.
9) Rate inclusive of three coats of epoxy paint Food Grade of best quality to inner surface of the Reservoir including roof.

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10) The above rates are adopted for preparation of estimate for construction of ELSRs/OHSRs for finished work including 2 coats of weather proof emulsion painting for external surfaces, lettering, all required fixtures, Pipes,Pipe specials, valves of DI material, Valve chambers etc., for pipe connections including cost of pipes,specials and valves as per departmental designs and drawings.

3

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11) The above rates adopted for a wind pressure upto "350 kg/sq m". For every 100 kg/sqm decrease in wind pressure, the rate shall be decreased by
5%
12) For tribal/Agency / Rural area, the above rates shall be increased by
10%
13.The Basic rate is adopted by considering the design for Seismic forces for Zone-I & II only of seismic zones.
(a) The basic rates shall be increased by zones. 33

1/3

% for Zone-III of seismic

14. The ELSR/OHSR shall be designed with minimum of two rows of columns for capacities above 500 KL & upto 1000KL.
15. The ELSR/OHSR shall be designed with minimum of three rows of columns for capacities above 1000KL.
16) The basic rate is inclusive of following Fixtures
i) Pipe connections & Specials with D.I materials
a) All pipe conections for Inlet, Out let, Over Flow, Scour pipes shall be provided with D/F DI material.
b) The Valves for above pipe connections also shall be of DI material of PN
16
c) All specials such as Bends,Tees, Reducers, Duckfoot Bends,Bell mouths etc,. shall be of DI material.
II) The sizes of the verticals for ELSR/OHSR shall be:
a) For 500 KL to 750 Kl ELSRs
Inlet Pipe - 300mm dia.
Out let Pipe - 350mm dia
Over Flow pipe - 350m dia
Scour Pipe - 200mm dia
b) For 800 KL to 1500 Kl ELSRs
Inlet Pipe - 400mm dia.
Out let Pipe - 450mm dia
Over Flow pipe - 450m dia
Scour Pipe - 200mm dia
c) For above 1500 KL to 2500 Kl ELSRs
Inlet Pipe - 400mm dia.
Out let Pipe - 500mm dia
Over Flow pipe - 500m dia
Scour Pipe - 200mm dia
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iii) Manhole Frames & Covers
a) All man hole Frames & Covers shall be made of CI/DI materials with min. size of 0.60mX 0.60m - For Roof & Valve Chambers. iv) CI/D.I Double Swan neck ventilators (min.of 150mm dia) shall be provided in top dome and slab with mosquito/fly proof nets - 4Nos.
v) RCC Finial ventilator with fly/bird protection with GI mesh - 1 No. vi) RCC precast ladders of 0.60 m width - 2 Nos. vii) RCC dog legged stair case of 1.00 m flight width and 1.20 m landing width R.C.C hand railing of 1.0 m height – 1 No viii)The staircase shall be enclosed with brick masonary walls on three side and collapsible MS gate on front side up to 1st brace level, to prevent unauthorized entry. ix) Construction of R.C.C valve chambers as per Standard Drawings with
RCC cover slab fixed with CI/DI manhole Frame & Cover with lock and
Key arrangement.The Mix shall not be less than VRCC M 20 grade with
150mm thick side walls, 150mm thick top slab, 150mm thick base slab over base course of 100mm thick (1:4:8) prop.
x) Balcony of 1.00 m width at floor slab level / middle ring beam level by using Stainless Steel pipe of grade 304 hand railing up to 1.20 m height, with top railing of 40mm dia pipe & middle railing of 25mm dia and verticals with 40mm dia at an interval not more than of 1.00m c/c. xi) Water Level Indicator of reputed make – Digital type (1 No) and
Conventional type (1 No) xii) Lightening Arrestor with all its accessories complete including earthing,with relevant IS Codes - 1 No. xiii) Compound wall: Construction of compound wall including ornamental
M.S.Gate of size 3.0 X 2.40m is included in the basic rate of ELSRs. Length of compound wall hall be minimum of 150m. Min. height of the compound wall shall be 1.80m above plinth and thickness 230mm in brick masonry in
CM(1:6).The compound wall shall be constructed including earth work excavation in all types of soils for plinth beam of 230mm X 300mm and
0.75X0.75X1.20m size for column footing portions. The footings shall be of
0.75X0.75X0.25m in VRCC M20 grade and constructed over a C.C
(1:4:8)prop bed of 100mm thick. The columns shall be of 230X230 mm in size with VRCC M20 grade at 3.00m c/c spacing, having depth of 1.20m below ground level and height of 2.00m above GL. The plinth beam of size of 230X300 mm shall be constructed in VRCC M20 grade at Gound level, over a bed of CC(1:4:8)-100mmthick. 450X450mm size columns in M20 grade shall be constructed for gate pillars. All the materials shall be followed as per the standards.

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Tie beam shall be provided above the brick work with 230X200mm size, fixed with MS angulars of 25mm X 25mm X 4mm in "Y" shape to hieght of
0.60m, with embedded length of 150mm in concrete. The barbed wire fencing with 3 ply of 18 gauge shall be streched in 4 rows (2x2). Plastering shall be done with 16mm thick in two coats i.e., base coat 12mm thick in
CM(1:6)prop and 4mm thick 2nd coat CM(1:4) prop on both sides of brick work. 3

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Snowcem paint in two coats shall be provided for both sides of wall. The
M.S ornamental gate as per the approved drawings shall be provided with minimum of 3.60mts width and 2.40mts height with enamel paint. Yard lighting shall be arranged on four corners of compound wall. If the length of the wall is increased/decreased
Note:-For every 1m increase/decrease in length of compound wall the increase/decrease in basic rates of ELSRs of the capacities from 500KL to
2500KL shall be as follows.:
i) 500 KL : 0.086% ii) 1000 KL : 0.047% iii) 1500 KL : 0.034% iv) 2000 KL : 0.026%
v) 2500 KL : 0.022 %
For intermediate capacities, interpolated percentages shall be adopted. xiv) Staff Quarter shall be constructed for a minimum plinth area of 40 sqm with the following specification: RCC framed structure withconcrete grade not less than M20 design mix at the locations specified by the department at the time of execution with verandah, hall, bed room, kitchen and bath &W/C with floor area of 40.00sqmts excluding balconies and staircases.
MS hollow door frame with cold rolled processed steel sheet 1.25mm thick bright CRCA conforming to IS 4351/76, Flush door shutters with solid bond wood bond board doors shall be provided. N.C.L. Windows centre fixed both sides openable shutter window 1.35 X 1.35mts outer frame section 48 x50mm shutter frame section with a size of 48 X20 mm mullion section of size 48 X 50mm fixed beading section of 12 X 12 mm shall be provided.
Flooring with polished Kadapa stone shall be provided. Walls shall be provided with snowcem paint in two coats over primary coat. Electrical and water supply arrangement shall be provided as directed by dept officer.
Water Storage tank made with plastic/polymer material of reputed make with necessary out let and inlet connection pipes shall provided. Septic tank for 5 users shall be provided.
44

Rates for OHSRs/ELSRs including fixtures with a staging of 10 m without
Seismic analysis.

a

Upto 10,000 Litres capacity

Per litre

58.54

b

15,000 Litres capacity

Per litre

40.26

c

20,000 Litres capacity

Per litre

39.56

d

40,000 Litres capacity

Per litre

35.02
12

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2
60,000 Litres capacity

3
Per litre

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2014-15
4
26.57

f

1,00,000 Litres capacity

Per litre

24.53

g

2,00,000 Litres capacity

Per litre

21.47

h

3,00,000 Litres capacity

Per litre

20.15

i j 4,00,000 Litres capacity
4,50,000 Litres capacity

Per litre
Per litre

17.77
15.40

NOTE: -1) For intermediate ranges proportional rates may be adopted. All
VRCC shall be in M30 grade design mix.
2)The above rates are applicable for Elevated Level Services Reservoirs /
OHSRs with RAFT FOUNDATION and a rate of Rs.4,000/- per tonne for cement and Rs.46,500/- per tonne for steel.
3) For every metre of staging less than 10 m, the rate shall be reduced by
Rs.0.05 paise per litre per every metre of difference in staging
4) For every metre of staging above 10 m , the rate shall be increase by
Rs.0.10 paise per litre per every metre of additional in staging
5) The above rates shall be increased / decreased due to increase / decrease in the cost of cement by
Basic Rate x (Rc-4000) x 0.00007
Rc = Rate of cement (Rs per Mt) at the time of preparation of estimate
6)The above rates shall be increased / decreased due to increase / decrease in the cost of steel by
Basic Rate x (RS-46500) x 0.00002
Rs = Rate of steel (Rs per Mt) at the time of preparation of estimate.
7) Rate inclisive of three coates of epoxy paint to inner surface of the reservoir including roof dome.
8) The above rates be adopted for estimate purposes for construction of
ELSR for a finished work including 2 coats of wheather proof emulsion painting for external surfaces, lettering, all required fixtures, pipes, bends, valves etc., for pipe connections but excluding cost of pipes,bends and valves as per departmental designs and drawings.
9) The above rates are applicable for wind pressures upto 350 kg / sq m .For decrease in wind presure the rate has to be decreased by 5% per every
100kg/sqm. If the ELSR / OHSR is to be designed for seismic forces also, cost shall be arrived by working out detailed quantities based on the designs.

10) For Tribal/Agency/ Rural area, the above rates shall be increased by
10%
11) If the ELSR is to be designed for seismic forces also, cost shall be arrived by working out detailed quanitites based on the design & difference to be paid extra.

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12) If the ELSR is to be designed for seismic forces a) The above rates are applied upto Zone-II earth quake. b) for Zone-III earth quake the above rates are to be increased by 33.33 % .
13) Fixtures include :
a) RCC or Aluminium ladder inside 0.60 m wide.

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b) spiral staircase on the outside shall be provided upto 200KL ELSR.
Above 200KL ELSR Capacity dog legged staircase shall be provided with staircase flight width of 1.0mts and landing width of 1.20mts with S.S railing upto 1.0 height.
c) Lightening arrestor, including conductor and earthing etc.
d) RCC ventilators with copper or stainless steel fly proof mesh.
e) D.I Manholes frame and cover 0.60x0.60 m as per IS specifications
(light duty) - 2 Nos.
f) Water level indicator of good quality with ebonite/ copper float approved pattern - 1 No.
g) The ladder shall be with M.S ladder and Verticals with HDPE of
10kg/Sqcm shall be provided for single column OHSRs only.
h) Minimum staging for all ELSR/OHSR shall be 10.0mts.
i) The increase in staging shall be at 1.0mt interval.
j)The railing provided to the gallery and stair case shall be with stainless steel of grade 304 for a height of 1.20mts.
k). The dog legged staircase shall be enclosed with brick/CRS wall on three sides and front side with M.S collapsible gate upto 1st brace level from ground level to prevent unauthorized entry.
l). D.I swan neck ventilators shall be provided in top dome and slab.
m). The above rates are exclusive of all inlet, out let conenction and valves.
All valves near inlet, out let and for scour of ELSRs shall be D.I valves.
45

Construction of Rapid Gravity Filtration Plant including all civil, mechanical and electrical works using sand as filter media, compatible with
SCADA arrangements, duly following relavant IS codes in the design of plant components including trial running for 90 days etc., complete.
1) 2.0 Mld
2) 5.0 Mld
3) 10.0 Mld
4) 20.0 Mld
5) 30.00 mld and above

Per litre
Per litre
Per litre
Per litre
Per litre

4.33
3.58
3.15
2.76
2.42

NOTE :a) For intermediate capacities proportional rates may be adopted

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b) The above rates are applicable with cement @ rate of Rs.4,000/-MT and steel of Rs. 46,500/MT.
c)The above rates shall be increased / decreased due to increase / decrease in the cost of cement by
Basic Rate x (Rc-4000) x 0.00007
Rc = Rate of cement (Rs per Mt) at the time of preparation of estimate

3

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4

d)The above rates shall be increased / decreased due to increase / decrease in the cost of steel by
Basic Rate x (RS-46500) x 0.00002
Rs = Rate of steel (Rs per Mt) at the time of preparation of estimate.
e) For Rural areas an extra allowance of 10% shall be given on basic rate

The components of the filtration plant will include the following
A) Civil Works
(All works of VRCC Shall be in M30 design mix)
1). Stilling Chamber and Areation cascade
2). Raw water channel with Stainless Steel Weir of SS304L Grade material and also with digital flow meters
3) Flash Mixer chamber with Flash mixing arrangements including SS shaft
& SS Blades with gear wheel arrangements etc, Using 304L Grade Steel.
4) Clariflucculator / Flocculation tanks with the components of central driven circular clarifier with scrapper & bridge arrangements made with
Stainless Steel Grade 304 L tubes /angulars for durability & chemical resistant with wheel arrangements etc,.
5) Filter house, Chemical house, Alum store, Laboratory room , Chlorination plant room, toilet etc. (All structures shall be provided RCC roof only).Chemical house & Chlorinator rooms are to be isolated.
6) Wash water tank of suitable capacity shall be constructed at minimum clearance of 2.00m, above the roof slab of Filter beds / any other structure.
7) All the Doors and Windows shall be of Best Teak wood/Aluminium /
UPVC make, except entrance door. The entrance door including shutter in filter house shall be with best teak wood of size of 2.40 X 2.40 mts.
a) Main Doors of the individual Buidings shall be made of Best Teak wood
b) Other Internal Doors of the buildings shall be of Compreesed wood/
Aluminium/ UPVC materials.
c) Ventilators shall be provided for each building/structure of suitable size as per NBC statndards.

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8) All pipes and valves in Plant shall be of D.I. materials. All the
Connecting pipes of the plant coponents such as from Flash mixer to
Clarifloculator/ Clarifier/Flocculation tank, to Filter beds, sludge disposal pipes shall be of D.I. material. The size of sludge disposal pipe shall be minimum of 450 mm dia with D.I D/F pipe.

3

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9) The Pipe gallery way for Clear water/ Back wash water/ pipe connections shall be suffuiciently spaced for easy operation & maintenance and inspection 10) The bottom level of the wash water control chamber must be above G.L so as to dispose the wash water and sludge from Clariflocculator by gravity to disposal point.
Additional specificaions
11) Railing for all the components (Clarifloculator, Filter House, Staircase etc,.) shall be provided with Stainless Steel of grade 304 for a height of
1.00m, with 40mm dia pipe for top horizotals,25mm dia for middle row and
40mm dia verticals spaced at interval of not more than 1.00m c/c.
12) Inspection / Path ways in filter beds : Middle pathway: Minimum of
1.50m,Side pathway: Minimum of 1.20m.
13) Flooring in the buildings (Filter house, Chemical House, Chlorinator
Room, Laboratory) shall be provided with Non-skid tiles of approved make
& The basementt ofd the Filtration plant building shall be minimum of d ifi ti
14) lit
1.20m above the existing nearby Road top level.
15) Minimum head room of 2.00m shall be provided , at the alum mixing chambers in alum store for inspection & maintenance
16) The minimum width of entrance hall for the Filter House shall be 4.50m
, and Laboratory, of min size .of 3.30 X 4.50m .
17) High efficient Air Blowers shall be installed to the design requirement with low noise pollution , environmental pollution as per PCB guide lines &
Testing of blowers as per I.S norms at site.
18) UPVC pipes shall be provided for water drain.Filter pipe manifolds shall be assembled with HDPE pipes.
19) Alum storage capacity shall be designed for minimum period of 90 days. Consumables shall be provided for 2115 Running Hours of WTP.
20) Chlorinator : Vaccum type chlorinator shall be provided with following specifications:
a) Vaccum operated solution feeding type Vaccum Regulator, Rotometer,
Rate setting Valve, built-in NRV, Gas Overflow out let by manifolding to mount the system with the unit.
b) The unit shall consists of Ejector with necessary accessories such as
Check Valve, Drain Valve and Vacum relief Valves - for control of chlorinator dosage.
c) The Accessories and manifolds shall be chlorine resistant and made of corbon steel seam less pipes, copper tube with brass fittings of suitable size
& dimensions, with diaphram sealed chlorine pressure gauge arrangements
16

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2
d) Water Boosted Pump of pumping capacity ranging from 2 cum/hr to 12 cum/hr, with Head ranging from 16 to 35 MWC
e) The water & solution carrying pipes shall be made of UPVC material of suitable size incl.all specials such as Tee's , Bends, couplings & NRVs and also Pressure Gauges of suitable range.
f) Chlorine Gas detector with alarm indicator.
The installation includes all necessary accssories, civil and mechanical works,manifold header installations, injector fixing, connection with UPVC pipes, solution pipings, fixing of motors as per standard speicfications and commissioning of Cholirnation Plant to the required demand, with a deffect liability period of 1 year.
The cholrinator of may be of any reupted make or any make of
Metito/Toshocow-Jesco/ Industrial devices.
g)Life breathing operators.
h)Chlorine escape BA Set.

3

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2014-15
4

i) 2 to 10 MLD Plants - 1Kg/hr Chlorinator for Post Chlorination ii) 10 MLD to 20 MLD Plants - 2 Kg/hr Chlorinator for Post Chlorination. iii) 20 MLD to 50 MLD Plants - 5 Kg/hr Chlorinator for Post Chlorination.
B) Mechanical Equipment
1) Alum dosing equipment with SS 304 material made stirrers & paddles for chemical resistance. (Alam tanks must be bound with corrosion resistant material (HDPE Lining, Bitumen Coating, tiles etc)
2) Flash mixer equipment with SS 304 material made stirrers & paddles for chemical resistance.
3) Filtration plant euqipment instrumentation and piping.
4) Clarifloccualation equipment (with stainless steel blades) with rotating bridge arrangeemnt etc.,
5) Pneumatic tyre wheel shall be provided for the bridge clariflocculator.
6) Wash water tank fittings and pumpsets with 100% stand by.
7)Air blower with motor 100% stand by and pipe connections made with of
SS Pipes Confirming to SS304 Grade, in filter bed region.
8)Spares & Tools for 2 years
9) Gaseous Chlorination with cylinders has to provided with protection measures. C) Electrical Equipment
1) Necessary power supply wiring to motors and switches bus bar connections as per IE Rules
2) Internal wiring and illumination and fittings and fixtures for internal and external lighting exhaust fans, ceiling fans etc.
3) Erecting mechanical and electrical equpment, trial run for 90 days 23.50 hours per day ttesting the treated water for efficient stardards and maintenance of records and imparting training to staff.
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2
4) Supply of 6 - Sets of completion plans and maintenance manual and brochures. 5) All cables shall be with of copper material, Cable ducts shall be covered with MS / Aluminum chequed plate.
6) Min LUX levels inside the treatment plant shall be maintained.
7) Yard lighting shall be provided as per norms.
D ) Equipment for Flow measurements
1) Equipment for Flow of Conductivity, Turbidity, Ph value, Residual
Chlorine with recording & data storage facility (Computer based) & Alarm by SMS or other methods.

3

2) Off - Site Supervisory and Data Acquisition (OSSADA) system for Raw water & Clear water flows by installing Digital Flow meters to measure the flows at Raw water Channel and at each filter bed individually and combined for measuring the quantities of water treated with a facility to record and store the readings & also to send messages to the assigned designatories about the variations/ defficiencies in the flow including alerts for back wash requirements of filter beds, and recovery of data for the past
360 days. All the Digital Flow Meters & Pressure Gauges shall be provided of standard approved make. The equipment shall have the following specifications, but not limited to:

// ATTESTED //

Hardware:
i) Wall mounted Sensor House for measuring Raw water & Clear water flow from Filter bed out lets with accessories consists of ii)Electrode Type: General type, Scraper type or replaceable type Electorde made with material of SS external Ultra Touch Sensors as per requirement. iii)Customised Application Requirement : Sensors with Interface logic control board with serial interfaces, including accessories such as Add-on port, external DC Power Socket, On - sensor Board Buffer, Timer, RS485
Communication, Analog to Digital Sensing Sensor Circuit, 32 Sensors
Sensing Tags, Interval Power Supply System , LCD 16c/2L, Filter Bed
Working Status Indication LED, Filter Bed Wash Indication Button and memory of Data Storage for 30Days , status of Filter Bed Level indicator,
Rating, Reading on LCB Display, Menu Driven Data for sending to Onsite
Big Display, operated with Battery Power of any reputed make or any equalent make. iv)Customised Application Requirement: Power Sensors Interface logic control board with support 8 Power Sensing tags, Central System Interfacing
Communication, On - board analog to Digit Convert Integrate Circuit of any reputed make or any equalent make.

18

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2
v)Customised Application Requirement: Centralized System with two serial interfaces, 3 Nos of Add-On ports, One external DC Power Socket,
On - Board Buffer, On - Board Timer, On - Board RS485 Communication,
On - Board RS 232 Communication, On - Board GPRS/GSM Module, On Board Voice Chip, On - Board Power Sensing Module, LCD 16c/2L, Filter
Bed Wash Precaution Indication with Stop Button, Memory of Data Storage for 30 Days, Total Bed Rating, Reading display on LCD Display, Menu
Driven, Menu Navigate Keypad, sendind data to the Web Server,
Communication with GPRS , operated with Battery Power of any reputed make or any equalent make.

3

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4

Software:
The software shall be designed with Web Domain with Data Base Server and Web Name as per the directions of the Departmental Authorities
The application of Software for Web design & Desktop shall meet the following requirements:
Onsite Display: Letters with size of 1.5’ seven Sigment LED Display with
Interface for each Filter Bed, for Onsite Display, by displaying the Bed
Leves, Ratings, Readings in 3 Columns , for each bed of the plant in succesive rows and cumulative results at the bottom of the screen.
Off Site Display: Letters with size of 1.5’ seven Sigment LED Display with
Interface GPRS/GSM Modules Offsite Display, with Display of Bed Total
Rating, Total Cumulative Reading as specified on On-site Display Features.
The system shall have also the features of Onsite Bed Wash Voice
Precautions for Bed Levels, Readings, Ratings, Bed Capacity Readings and
Ratings and Bed Low Level Triggering, before & after Bed wash.
The software shall also have the features of sending messages to the mobiles of the Departmental designatories indicating Bed Low Levels,Power Supply timings, Bed Wash timings and its status, Power Supply timings and its status Grid View Table, Motor Working time and its status Grid View
Table, all trigger events and schedule information and including all Snap
View Reports, all Daily, Monthly, Yearly Reports, all Power Working
Reports, all Power Events Information etc,.

19

1. S o R FOR R.C.C. PLAIN ENDED PIPES
Sl.
No.
1
1

Description
2
Manufacture, Supply and Delivery of R.C.C. Plain ended pipes conforming to
B.I.S 458/2003 , Ex-factory, Excluding transportation, taxes & duties
Size

Unit

SoR For 2014-15
NP - 2 Class NP - 3 Class
NP - 4 Class
80 mm dia
Metre
133
100 mm dia
Metre
154
150 mm dia
Metre
183
200 mm dia
Metre
217
225 mm dia
Metre
236
250 mm dia
Metre
252
300 mm dia
Metre
361
824
845
350 mm dia
Metre
450
1015
1035
400 mm dia
Metre
519
1121
1147
450 mm dia
Metre
635
1284
1297
500 mm dia
Metre
697
1395
1604
600 mm dia
Metre
1032
2099
2490
700 mm dia
Metre
1321
2609
3338
800 mm dia
Metre
1625
3447
4361
900 mm dia
Metre
2046
4331
5433
1000 mm dia
Metre
2489
5379
7428
1100 mm dia
Metre
2951
6347
8611
1200 mm dia
Metre
3515
7477
10068
1400 mm dia
Metre
4791
9660
13928
1600 mm dia
Metre
5549
12540
16750
1800 mm dia
Metre
7277
16630
22466
Note : All the prices are ex-works. Excise duty, CST/VAT extra as applicable at the time of supply.
The above rates of RCC Plain ended pipes are based on the following raw materials cost.
Cement. Rs.4,000/- per MT (including all taxes and freight).
Steel (M.S. Rods) - Rs.41,000/- per MT. (including all taxes and freight).
The revised cost of RCC pipes due to increase / decrease in the cost of raw materials shall be as per the following formula.
Revised Cost =Cost as per the above table +R1+R2
R1= Variation (increase / decrease ) in cost (Rs. per metre )due to change in the cost of M.S.
Rods = (S2-S1)/1000 X Ws.
R2= Variation (increase / decrease ) in cost (Rs. per metre )due to change in the cost of Cement
= (C2-C1)/1000 X Wc.
S1 = Rs. 41,000/- , S2 = Cost of M S Rods (Rs. Per MT including all taxes and freight) at the time of preparation of estimate.
C1 = Rs. 4,000/- C2 = Cost of Cement (Rs. Per MT including all taxes and freight) at the time of preparation of estimate.
Ws=Weight of MS Rods required (Kg.) per metre of pipe as per IS:458/2003.
Wc= Weight of Cement required (Kg.) per metre of pipe.
20

2. S o R FOR R.C.C. COLLARS
Sl.No.

Description

1

2
Manufacture, Supply and Delivery of R.C.C. Collars conforming to B.I.S.
458/2003 (rate per each collar) suitable for R.C.C. Plain ended pipes including transportation but excluding taxes & duties

1

Size

Unit

SoR For 2014-15
NP - 2 Class
NP - 3 Class
NP - 4 Class
41
80 mm dia
Each
42
100 mm dia
Each
44
150 mm dia
Each
59
200 mm dia
Each
62
225 mm dia
Each
68
250 mm dia
Each
90
129
129
300 mm dia
Each
111
160
160
350 mm dia
Each
123
183
183
400 mm dia
Each
193
243
243
450 mm dia
Each
219
289
289
500 mm dia
Each
297
379
379
600 mm dia
Each
386
510
510
700 mm dia
Each
545
649
649
800 mm dia
Each
652
756
756
900 mm dia
Each
761
945
945
1000 mm dia
Each
932
1197
1197
1100 mm dia
Each
1133
1499
1499
1200 mm dia
Each
1461
1898
1898
1400 mm dia
Each
1865
2434
2434
1600 mm dia
Each
1932
3136
3136
1800 mm dia
Each
Note: Excise duty, CST/VAT extra as applicable at the time of supply.
The above rates of RCC Collars suitable to plain ended pipes are based on the following raw materials cost.
Cement. Rs.4,000/- per MT (including all taxes and freight).
Steel (M.S. Rods) - Rs.41,000/- per MT. (including all taxes and freight).
The revised cost of RCC collars due to increase / decrease in the cost of raw materials shall be as per the following formula.
Revised Cost =Cost as per the above table +R1+R2
R1= Variation (increase / decrease) in cost (Rs. per each ) due to change in the cost of M.S.
Rods = (S2-S1)/1000 X Ws. R2= Variation (increase / decrease ) in cost (Rs. per each )due to change in the cost of Cement = (C2-C1)/1000 X Wc.
S1 = Rs. 41,000/- , S2 = Cost of M S Rods (Rs. Per MT including all taxes and freight) at the time of preparation of estimate.
C1 = Rs. 4,000/-, C2 = Cost of Cement (Rs. Per MT including all taxes and freight) at the time of preparation of estimate
Ws=Weight of MS Rods required (Kg.) per each collar.
Wc= Weight of Cement required (Kg.) per each collar.
21

3. S o R FOR R.C.C. S/S PIPES (Non - Pressure)
Sl.
No.
1
1

Description
2
Manufacture, Supply and Delivery of R.C.C. Socket and Spigot pipes conforming to B.I.S. 458/2003 at ex-factory (rate per meter of effective length) Excluding transportation, taxes & duties.
Size

Unit

SoR For 2014-15
NP - 2 Class
NP - 3 Class NP - 4 Class
165
80 mm dia
Metre
187
100 mm dia
Metre
Metre
218
150 mm dia
Metre
266
200 mm dia
Metre
290
225 mm dia
Metre
310
250 mm dia
Metre
435
1049
1116
300 mm dia
Metre
559
1337
1359
350 mm dia
Metre
617
1482
1507
400 mm dia
Metre
768
1635
1647
450 mm dia
Metre
885
1870
2032
500 mm dia
Metre
1245
2623
2695
600 mm dia
Metre
1615
3348
3505
700 mm dia
Metre
2072
4432
4577
800 mm dia
Metre
2618
5571
5755
900 mm dia
3180
6297
6859
1000 mm dia Metre
3729
7433
7923
1100 mm dia Metre
4226
8772
9274
1200 mm dia Metre
6017
11616
13152
1400 mm dia Metre
7443
15084
15832
1600 mm dia Metre
Metre
8364
19999
21243
1800 mm dia
Note: All the prices are ex-works, Excise duty, CST/VAT extra as applicable at the time of supply. The above rates of RCC S/S Non-Pressure pipes are based on the following raw materials cost.
Cement. Rs.4,000/- per MT (including all taxes and freight).
Steel (M.S. Rods) - Rs.41,000/- per MT. (including all taxes and freight).
The revised cost of RCC pipes due to increase / decrease in the cost of raw materials shall be as per the following formula.
Revised Cost = Cost as per the above table +R1+R2
R1= Variation (increase / decrease ) in cost (Rs. per metre )due to change in the cost of
M.S. Rods =(S2-S1)/1000 X Ws.
R2= Variation (increase / decrease ) in cost (Rs. per metre )due to change in the cost of
Cement =(C2-C1)/1000 X Wc.
S1 = Rs. 41,000/- , S2 = Cost of M S Rods (Rs. Per MT including all taxes and freight) at the time of preparation of estimate.
C1 = Rs. 4,000/- , C2 = Cost of Cement (Rs. Per MT including all taxes and freight) at the time of preparation of estimate
Ws=Weight of MS Rods required (Kg.) per metre of pipe as per IS:458/2003.
Wc= Weight of Cement required (Kg.) per metre of pipe.
22

Sl.No.
1
1

4. S o R FOR R.C.C. S/S PIPES (Pressure)
Description
2
Manufacture, Supply and Delivery of R.C.C. Socket and Spigot pipes conforming to B.I.S. 458/2003 Ex-factory (rate per meter of effective length) Excluding transportation, taxes & duties.
Size

Unit

80 mm dia
100 mm dia
150 mm dia
200 mm dia
225 mm dia
250 mm dia
300 mm dia
350 mm dia
400 mm dia
450 mm dia
500 mm dia
600 mm dia
700 mm dia
800 mm dia
900 mm dia
1000 mm dia
1100 mm dia
1200 mm dia

Metre
Metre
Metre
Metre
Metre
Metre
Metre
Metre
Metre
Metre
Metre
Metre
Metre
Metre
Metre
Metre
Metre
Metre

SoR For 2014-15
P1 - Class
P2 - Class
P3 - Class
216
244
277
244
292
337
336
435
537
391
561
741
440
638
826
482
683
868
650
984
1227
810
1366
1769
962
1808
2335
1030
2143
2879
1367
2333
3277
1872
3477
4557
2493
4590
5797
3122
5471
7022
3768
6446
4750
7411
5700
6689

Note: All the prices are ex-works, Excise duty, CST/VAT extra as applicable at the time of supply. The above rates of RCC S/S Pressure pipes are based on the following raw materials cost. Cement. Rs.4,000/- per MT (including all taxes and freight).
Steel (M.S. Rods) - Rs.41,000/- per MT. (including all taxes and freight).
The revised cost of RCC pipes due to increase / decrease in the cost of raw materials shall be as per the following formula.
Revised Cost =Cost as per the above table +R1+R2
R1= Variation (increase / decrease) in cost (Rs. per metre) due to change in the cost of
M.S. Rods =(S2-S1)/1000 X Ws.
R2= Variation (increase / decrease) in cost (Rs. per metre) due to change in the cost of
Cement =(C2-C1)/1000 X Wc.
S1 = Rs. 41,000/S2 = Cost of M S Rods (Rs. Per MT including all taxes and freight) at the time of preparation of estimate.
C1 = Rs. 4,000/-, C2 = Cost of Cement (Rs. Per MT including all taxes and freight) at the time of preparation of estimate
Ws=Weight of MS Rods required (Kg) per metre of pipe as per IS: 458 / 2003.
Wc= Weight of Cement required (Kg) per metre of pipe.
23

Sl. No.
1

1

2

5. S o R FOR RUBBER RINGS TO SUIT R.C.C. S/S PIPES
Description
2
Manufacture, Supply and Delivery of Rubber rings to suit R.C.C.
Socket and Spigot pipes conforming to B.I.S 5382/ 1985 (rate per each rubber ring) including transportation but excluding taxes & duties. the
Rubber Rings shall be tested at the factory premises confirming to B.I.S.
5382/1985.
Size
Unit
SoR For 2014-15
NP - 2 Class
NP - 3 Class
NP - 4 Class
26
80 mm dia
Each
32
100 mm dia
Each
57
150 mm dia
Each
67
200 mm dia
Each
74
225 mm dia
Each
83
250 mm dia
Each
101
130
130
300 mm dia
Each
117
155
155
350 mm dia
Each
129
176
176
400 mm dia
Each
146
200
200
450 mm dia
Each
191
229
229
500 mm dia
Each
251
333
333
600 mm dia
Each
341
398
398
700 mm dia
Each
433
483
483
800 mm dia
Each
542
653
653
900 mm dia
Each
634
788
788
1000 mm dia
Each
762
1009
1009
1100 mm dia
Each
1220
1268
1268
1200 mm dia
Each
1342
1395
1395
1400 mm dia
Each
1671
1703
1703
1600 mm dia
Each
2081
2175
2175
1800 mm dia
Each
Manufacture, Supply and Delivery of Rubber rings to suit R.C.C.
Socket and Spigot pipes conforming to B.I.S 5382/ 1985 (rate per each rubber ring) including transportation but excluding taxes & duties. The
Rubber Rings shall be tested at the factory premises confirming to B.I.S.
5382/1985.
Size
P1 - Class
P2 - Class
P3 – Class
26
26
26
80 mm dia
Each
32
34
34
100 mm dia
Each
57
57
57
150 mm dia
Each
67
67
67
200 mm dia
Each
74
75
77
225 mm dia
Each
83
85
87
250 mm dia
Each
101
107
111
300 mm dia
Each
117
134
146
350 mm dia
Each
129
176
180
400 mm dia
Each
24

P1 - Class

Size
450 mm dia

146

P2 - Class
202

P3 – Class
207

Each

500 mm dia

Each

191

229

239

600 mm dia

Each

251

283

288

700 mm dia

Each

341

374

398

800 mm dia

Each

433

479

479

900 mm dia

Each

542

604

1000 mm dia

Each

634

729

1100 mm dia

Each

762

1200 mm dia

Each

1220

Note: The duties and taxes as applicable shall be added as per rules at the time of preparation of estimate.

25

6. S o R FOR CONVEYANCE OF R.C.C. PLAIN ENDED PIPES

Sl.No.

1
1

Rate upto
Rate for
Rate for
5 Kms
Rate upto 5 Kms every every
Lead
Lead including additional 1 including additional
Loading,
Description
KM lead or
Loading, 1 KM lead unloading and part or part unloading stacking thereof. thereof. and stacking
2
3
4
5
6
Conveyance of R.C.C plain ended pipes on all weathered roads including loading, unloading and stacking (per metre) SoR for 2014-15
80 mm dia
100 mm dia
150 mm dia
200 mm dia
225 mm dia
250 mm dia
300 mm dia
350 mm dia
400 mm dia
450 mm dia
500 mm dia
600 mm dia
700 mm dia
800 mm dia
900 mm dia
1000 mm dia
1100 mm dia
1200 mm dia
1400 mm dia
1600 mm dia
1800 mm dia

NP - 2 Class
3.00
4.00
6.00
8.00
9.00
10.00
14.00
20.00
22.00
29.00
31.00
45.00
57.00
67.00
77.00
114.00
125.00
142.00
171.00
198.00
228.00

NP - 3 Class & NP - 4 Class
0.13
0.13
0.26
0.26
0.40
0.40
0.53
1.20
1.33
1.60
1.86
2.93
4.13
4.13
4.13
8.51
8.51
9.05
9.05
9.05
9.05

39.00
42.00
50.00
54.00
59.00
89.00
99.00
119.00
156.00
188.00
204.00
228.00
310.00
372.00
496.00

1.07
1.20
1.60
1.86
1.86
4.13
4.80
4.80
9.05
9.05
9.85
9.85
10.25
10.25
14.38

26

Sl.No.

1
1

7. S o R FOR CONVEYANCE OF R.C.C. S/S PIPES
Rate upto 5
Rate for
Rate upto 5 Kms
Kms Lead every Lead including including additional
Description
Loading,
Loading,
1 KM lead unloading & unloading and or part stacking stacking thereof. 2
3
4
5

Rate for every additional 1
KM lead or part thereof.
6

Conveyance of R.C.C. Socket and Spigot pipes on all weather roads including loading, unloading and stacking (per metre of effective length) SoR for 2014-15

Size
80 mm dia
100 mm dia
150 mm dia
200 mm dia
225 mm dia
250 mm dia
300 mm dia
350 mm dia
400 mm dia
450 mm dia
500 mm dia
600 mm dia
700 mm dia
800 mm dia
900 mm dia
1000 mm dia
1100 mm dia
1200 mm dia
1400 mm dia
1600 mm dia
1800 mm dia
80 mm dia
100 mm dia
150 mm dia
200 mm dia
225 mm dia
250 mm dia
300 mm dia
350 mm dia
400 mm dia
450 mm dia
500 mm dia
600 mm dia
700 mm dia
800 mm dia
900 mm dia
1000 mm dia

NP - 2 & P1 Class
4.00
4.00
7.00
9.00
10.00
11.00
18.00
21.00
21.00
30.00
33.00
43.00
53.00
73.00
109.00
124.00
140.00
156.00
194.00
230.00
285.00
P2 - Class
4.00
4.00
7.00
9.00
12.00
13.00
25.00
31.00
37.00
47.00
53.00
70.00
105.00
139.00
169.00
208.00

NP – 3 & NP - 4 Class
0.12
0.24
0.24
0.48
0.48
1.09
1.21
1.33
1.57
1.69
1.82
3.15
3.39
5.20
9.32
9.32
9.56
9.56
9.56
9.80
9.80
0.12
0.24
0.24
0.48
1.09
1.21
1.45
1.69
1.82
3.03
3.15
3.15
6.41
9.08
9.56
9.80

46.00
50.00
62.00
68.00
75.00
101.00
136.00
161.00
186.00
196.00
210.00
235.00
315.00
372.00
496.00
4.00
4.00
7.00
12.00
14.00
17.00
29.00
40.00
53.00
66.00
80.00
116.00
169.00
216.00

1.45
1.69
3.15
3.15
3.39
4.84
9.56
9.56
9.56
9.56
9.56
9.80
9.80
10.53
14.40
P3 – Class
0.12
0.24
0.24
1.09
1.21
1.33
1.57
1.82
3.15
3.15
4.72
6.05
9.56
9.56

27

Sl.No

1

2

8. S o R FOR A.C. PIPES
Description
Manufacture, Supply of A.C. Pressure pipes (mazza process) as per BIS No: 1592/2003 as amended from time to time duly marked with BIS mark, including cost of material, incidental handling, loading and packing charges but are exclusive of transportation, unloading, stacking at departmental stores, and excluding excise duty, VAT octroi and other govt. Levies. The pipes shall be tested at factory premises confirming to is code 1592/2003.
Size
Unit
SoR For 2014-15
Class - 15
Class - 20
Class - 25
185
203
253
80 mm dia
Rate/Metre
Rate/Metre
244
310
381
100 mm dia
Rate/Metre
318
396
497
125 mm dia
447
557
700
150 mm dia Rate/Metre
741
948
1203
200 mm dia Rate/Metre
939
1218
1525
250 mm dia Rate/Metre
1314
1712
2187
300 mm dia Rate/Metre
1602
2082
2625
350 mm dia Rate/Metre
2082
2723
3380
400 mm dia Rate/Metre
2472
3281
4108
450 mm dia Rate/Metre
3051
4012
5037
500 mm dia Rate/Metre
4339
5666
7220
600 mm dia Rate/Metre
5728
7770
10047
700 mm dia Rate/Metre
6528
8969
11496
750 mm dia Rate/Metre
7469
10162
13042
800 mm dia Rate/Metre
8378
11432
14686
850 mm dia Rate/Metre
Rate/Metre
9340
12772
16427
900 mm dia
11530
15680
20201
1000 mm dia Rate/Metre
Lowering, laying and jointing of ac pressure pipes with ac couplings or CID joints complete with Rubber rings in readymade trenches true to alignment and gradient including filling with water lead upto 500 mts and testing to required pressure including all sundries but excluding cost of jointing materials and conveyance from source of supply as per BIS No. 6530/1972

80 mm dia
100 mm dia
125 mm dia
150 mm dia
200 mm dia
250 mm dia
300 mm dia
350 mm dia
400 mm dia
450 mm dia
500 mm dia
600 mm dia
700 mm dia
750 mm dia
800 mm dia
850 mm dia

Rate/Metre
Rate/Metre
Rate/Metre
Rate/Metre
Rate/Metre
Rate/Metre
Rate/Metre
Rate/Metre
Rate/Metre
Rate/Metre
Rate/Metre
Rate/Metre
Rate/Metre
Rate/Metre
Rate/Metre
Rate/Metre

35.00
52.00
57.00
68.00
89.00
107.00
132.00
224.00
336.00
409.00
520.00
559.00
624.00
694.00
730.00
779.00

35.00
52.00
57.00
68.00
89.00
107.00
132.00
224.00
336.00
409.00
520.00
559.00
624.00
694.00
730.00
779.00

35.00
52.00
57.00
68.00
89.00
107.00
132.00
224.00
336.00
409.00
520.00
559.00
624.00
694.00
730.00
779.00
28

Note:

2

Rate/Metre
850.00
850.00
850.00
900 mm dia
Rate/Metre
875.00
875.00
875.00
1000 mm dia
1. The above rates of AC Pipes are based on the Cement cost of RS 4,000/- per MT
(Including all taxes and freight).
2. The above rates of AC pipes are based on the Fiber cost of Rs 76,000/- per M.T
(Excluding all taxes & Frieght)
For any Increase/ Decrease in the rate of cement, the price of AC pipe per Rmt shall be increased/decreased as under.
W x 0.85 x IC Where W = Weight of pipe in Kg’s/Rmt
IC = Increase/Decrease in cost of cement/Kg
For any increase/decrease in the rate of fiber, the price of AC pipe per Rmt shall be increased/Decreased as under :
W x 0.15 X IF Where : W=: Weight of pipe in Kg’s/Rmt
IF = Increase /Decrease in cost of fiber/Kg
1) The Fiber rates are to be obtained from A.C. Pipe manufacturer of “Mazza” process.
2) The cement rate shall be communicated by the sub-committee of Board of Chief engineers. 3)The duties and taxes as applicable shall be added as per rules at the time of preparation of estimate Transportation of AC pressure pipes at site of work anywhere in Andhra 10% on the basic cost of
Pradesh on motor able roads for full truck loads including transit corresponding insurance, unloading, and stacking at site of work etc. Complete (AC
AC Pressure
Couplings and Rubber rings are to be supplied free of transportation pipes. charges).

29

9. S o R FOR A.C. COUPLINGS
Sl.
No.

Description

1

2

1

Manufacture, Supply of A.C Couplings suitable to A.C.Pressure pipes (mazza process) as per BIS: 1592/2003 excluding cost of rubber rings to suit AC pressure pipes including cost of material, incidental handling, packing, transportation and unloading at site transit risk, but excluding excise duty, VAT and other govt. Levies and testing of joints as per IS Code.
Size
Unit
SoR For 2014-15

0

Class - 15
80 mm dia
100 mm dia
125 mm dia
150 mm dia
200 mm dia
250 mm dia
300 mm dia
350 mm dia
400 mm dia
450 mm dia
500 mm dia
600 mm dia
700 mm dia
750 mm dia
800 mm dia
850 mm dia
900 mm dia
1000 mm dia

Rate/Each
Rate/Each
Rate/Each
Rate/Each
Rate/Each
Rate/Each
Rate/Each
Rate/Each
Rate/Each
Rate/Each
Rate/Each
Rate/Each
Rate/Each
Rate/Each
Rate/Each
Rate/Each
Rate/Each
Rate/Each

88
114
143
167
307
359
468
607
935
1120
1335
1640
2164
2441
2769
3085
3414
4166

Class - 20
95
123
158
209
336
453
607
784
1221
1476
1785
2059
2913
3337
3755
4200
4669
5677

Class – 25
109
148
190
258
428
576
781
1001
1563
1895
2280
2634
3788
4307
4859
5446
6062
7399

1. The above rates of AC Coupling are based on the Cement cost of RS 4,000/- per MT (Including all taxes and freight).
2. The above rates of AC Coupling are based on the Fiber cost of Rs 76,000/- per M.T (Excluding all taxes & Frieght)
For any Increase/ Decrease in the rate of cement, the price of AC Coupling per Each shall be increased/decreased as under.
W x 0.85 x IC Where W = Weight of Coupling in Kgs/Each
IC = Increase/Decrease in cost of cement/kg
For any increase/decrease in the rate of fiber, the price of AC Coupling per Each shall be increased/Decreased as under :
W x 0.15 X IF Where : W=: Weight of Coupling in Kgs/Each
IF = Increase /Decrease in cost of fiber/kg
The Fiber rates are to be obtained from A.C. Pipe manufacturer of “Mazza” process.
The cement rate shall be communicated by the sub-committee of Board of Chief engineers.
Note: The duties and taxes as applicable shall be added as per rules at the time of preparation of estimate. 10. S o R FOR RUBBER RINGS TO SUIT A.C. COUPLINGS
Sl.
No.
1

Description

2
Schedule of rate for supply of Rubber rings manufactured as per BIS: 5382/1988 with
BIS Mark embossed per each set suitable for A.C. Couplings including cost of material,
1 incidental, handling, packing, transportation and unloading at site transit risk etc., but excluding VAT. The Rubber Rings shall be tested at the factory premises confirming to
B.I.S 5382/1988
Size
Unit
SoR For 2014-15
Class - 15
Class - 20
Class - 25
68.00
68.00
68.00
80 mm dia
Each Set
83.00
83.00
83.00
100 mm dia
Each Set
108.00
108.00
108.00
125 mm dia
Each Set
136.00
136.00
136.00
150 mm dia
Each Set
142.00
142.00
142.00
200 mm dia
Each Set
164.00
164.00
164.00
250 mm dia
Each Set
164.00
164.00
164.00
300 mm dia
Each Set
186.00
186.00
186.00
350 mm dia
Each Set
228.00
228.00
228.00
400 mm dia
Each Set
267.00
267.00
267.00
450 mm dia
Each Set
309.00
309.00
309.00
500 mm dia
Each Set
350.00
350.00
350.00
600 mm dia
Each Set
727.00
727.00
727.00
700 mm dia
Each Set
755.00
755.00
755.00
750 mm dia
Each Set
811.00
811.00
811.00
800 mm dia
Each Set
904.00
904.00
904.00
850 mm dia
Each Set
950.00
950.00
950.00
900 mm dia
Each Set
1053.00
1053.00
1053.00
1000 mm dia Each Set
Note: The duties and taxes as applicable shall be added as per rules at the time of preparation of estimate Public Health Items

Sl.No.
1
1

2

11. S o R FOR PRE-STRESSED (NON-CYLINDER) CONCRETE PIPES FOR THE YEAR 2014-15
Description
2
Manufacture, Supply, Delivery of Pre-stressed (Non-cylinder) concrete pipes conforming to IS 784/2001 ex-factory excluding transportation, taxes & duties., for the following working pressures.(the manufacture shall design the pipes as per the IS Code 7842001)
Size
Unit
SoR For 2014-15.
Rs.
Rs.
Rs.
Rs.
Rs.
Rs.
6 Kg/cm2
8 Kg/cm2 10 Kg/cm2
12 Kg/cm2
14 Kg/cm2
16 Kg/cm2
2646
2660
2675
2732
2830
350 MM DIA
Metre
2637
2828
2850
2884
2925
2982
3029
400 MM DIA
Metre
Metre
2979
2995
3032
3096
3180
3252
450 MM DIA
Metre
3224
3240
3269
3346
3420
3527
500 MM DIA
Metre
3702
3733
3775
3902
4034
4165
600 MM DIA
Metre
4564
4587
4666
4785
4963
5114
700 MM DIA
Metre
5389
5450
5599
5742
5983
6209
800 MM DIA
Metre
6250
6304
6456
6741
7017
7517
900 MM DIA
Metre
7342
7413
7636
7957
8350
8811
1000 MM DIA
Metre
8339
8469
8721
9219
9646
10122
1100 MM DIA
Metre
9232
9402
9915
10393
11022
11940
1200 MM DIA
Metre
10466
11083
11713
12353
13451
14719
1300 MM DIA
Metre
11984
12698
13443
14636
15711
16588
1400 MM DIA
Metre
13989
14831
15673
17044
18185
19181
1500 MM DIA
Metre
15754
16715
17677
20101
20612
21739
1600 MM DIA
Metre
16584
17288
18241
20600
22874
23955
1700 MM DIA
Metre
17861
19061
20178
22260
24717
25923
1800 MM DIA
Metre
19092
20203
22087
23415
25543
28523
1900 MM DIA
Metre
20990
22370
23623
26052
29787
32030
2000 MM DIA
Cost of laying jointing, testing to hydrostatic field test pressure including cost of rubber rings, cost of transportation of water and emptying pipe line after completion of field testing etc.
194
194
194
194
194
194
350 MM DIA
Metre
32

Public Health Items

3

209
209
209
209
209
209
400 MM DIA
Metre
Metre
242
242
242
242
242
242
450 MM DIA
Metre
257
257
257
257
257
257
500 MM DIA
Metre
316
316
316
316
316
316
600 MM DIA
Metre
371
371
371
371
371
371
700 MM DIA
Metre
420
420
420
420
420
420
800 MM DIA
Metre
460
460
460
460
460
460
900 MM DIA
Metre
531
531
531
531
531
531
1000 MM IA
Metre
596
596
596
596
596
596
1100 MM IA
Metre
661
661
661
661
661
661
1200 MMDIA
Metre
749
749
749
749
749
749
1300 MM DIA
Metre
847
847
847
847
847
847
1400 MM DIA
Metre
919
919
919
919
919
919
1500 MM DIA
Metre
1030
1030
1030
1030
1030
1030
1600 MM DIA
Metre
1121
1121
1121
1121
1121
1121
1700 MM DIA
Metre
1186
1186
1186
1186
1186
1186
1800 MM DIA
Metre
1253
1253
1253
1253
1253
1253
1900 MM DIA
Metre
1318
1318
1318
1318
1318
1318
2000 MM DIA
Conveyance of pre-stressed (Non-cylinder) concrete pipies and accessories including loading at factory, un-loading at site and stacking for the following sizes.(minimum distance of 100 km to be considered if the distance is less by 100 km from factory to site)
1.30
1.30
1.30
1.30
1.30
1.30
350 MM DIA
PerKM/M
400 MM DIA

PerKM/M

1.30

1.30

1.30

1.30

1.30

1.30

450 MM DIA

PerKM/M

1.60

1.60

1.60

1.60

1.60

1.60

500 MM DIA

PerKM/M

1.70

1.70

1.70

1.70

1.70

1.70

600 MM DIA

PerKM/M

1.90

1.90

1.90

1.90

1.90

1.90

700 MM DIA

PerKM/M

3.10

3.10

3.10

3.10

3.10

3.10

800 MM DIA

PerKM/M

3.10

3.10

3.10

3.10

3.10

3.10

900 MM DIA

PerKM/M

3.10

3.10

3.10

3.10

3.10

3.10

1000 MM DIA

PerKM/M

5.00

5.00

5.00

5.00

5.00

5.00
33

Public Health Items

1100 MM DIA
1200 MM DIA

PerKM/M

9.60

9.60

9.60

9.60

9.60

9.60

1300 MM DIA

PerKM/M

9.70

9.70

9.70

9.70

9.70

9.70

1400 MM DIA

PerKM/M

9.70

9.70

9.70

9.70

9.70

9.70

1500 MM DIA

PerKM/M

9.70

9.70

9.70

9.70

9.70

9.70

1600 MM DIA

PerKM/M

10.90

10.90

10.90

10.90

10.90

10.90

1700 MM DIA

PerKM/M

10.90

10.90

10.90

10.90

10.90

10.90

1800 MM DIA

PerKM/M

11.10

11.10

11.10

11.10

11.10

11.10

1900 MM DIA

4

PerKM/M

5.00

5.00

5.00

5.00

5.00

5.00

PerKM/M

11.60

11.60

11.60

11.60

11.60

11.60

11.60
11.60
11.60
11.60
11.60
11.60
PerKM/M
2000 MM DIA
Cost of Machine End pair (Socket +Spigot) for providing M.S Specials on PSC pipelines excluding cost of M.S Special including cost and conveyance to site etc., complete.
12236
12236
12236
12236
12236
12236
350 MM DIA
Per Pair
14035
14035
14035
14035
14035
14035
400 MM DIA
Per Pair
450 MM DIA

Per Pair

15833

15833

15833

15833

15833

15833

500 MM DIA

Per Pair

17633

17633

17633

17633

17633

17633

600 MM DIA

Per Pair

21161

21161

21161

21161

21161

21161

700 MM DIA

Per Pair

24759

24759

24759

24759

24759

24759

800 MM DIA

Per Pair

28358

28358

28358

28358

28358

28358

900 MM DIA

Per Pair

31956

31956

31956

31956

31956

31956

1000 MM DIA

Per Pair

35267

35267

35267

35267

35267

35267

1100 MM DIA

Per Pair

38866

38866

38866

38866

38866

38866

1200 MM DIA

Per Pair

42464

42464

42464

42464

42464

42464

1300 MM DIA

Per Pair

45775

45775

45775

45775

45775

45775

1400 MM DIA

Per Pair

53980

53980

53980

53980

53980

53980

1500 MM DIA

Per Pair

63337

63337

63337

63337

63337

63337
34

Public Health Items

1600 MM DIA
1700 MM DIA

Per Pair

79145

79145

79145

79145

79145

79145

1800 MM DIA

Per Pair

90452

90452

90452

90452

90452

90452

1900 MM DIA

5

Per Pair

70534

70534

70534

70534

70534

70534

Per Pair

104584

104584

104584

104584

104584

104584

125784
125784
125784
125784
125784
125784
2000 MM DIA
Per Pair
Cost of M.S Flanges including cost of bolts, nuts, rubber packing etc., complete and flange thickness confirming to is:7322-1985 and flange dimensions confirming to is:1538-1993 excluding cost of ms specials including cost and conveyance to site, vat etc., complete.
Diameter and thickness
Diameter and thickness
Unit
Rate
Unit
Rate
784 500mm diax 20 mm thick
7927
80 mm diax 15 mm thick
Each Flange
Each Flange
100 mm diax 15 mm thick

Each Flange

125 mm diax 15 mm thick

Each Flange

150 mm diax 15 mm thick

Each Flange

200 mm diax 15 mm thick

Each Flange

250 mm diax 15 mm thick

Each Flange

300 mm diax 15 mm thick

Each Flange

350 mm diax 18 mm thick

Each Flange

400 mm diax 18 mm thick

Each Flange

1069 600 mm diax 20 mm thick
1284 700 mm diax 25 mm thick

Each Flange

1711 750 mm diax 25 mm thick
2138 800 mm diax 25 mm thick

Each Flange

15539

Each Flange

17391

2780 900 mm diax 25 mm thick
3149 1000 mm diax 25 mm thick

Each Flange

19957

Each Flange

23520

Each Flange

24918

Each Flange

26941

4590 1050 mm diax 25 mm thick
5730 1100 mm diax 25 mm thick

Each Flange

9978
14113

6657 1200 mm diax 32 mm thick
35780
450 mm diax 18 mm thick
Each Flange
Each Flange
Note: a) The above rate of PSC pipes are based on the HT wire cost of Rs.59,500/-MT (Basic+ CED+ST & freight). and cement price of Rs.4,000/- per MT (including all taxes and freight)
The rates may be revised depending upon the increase/decrease in the cost of HT wire and cement. as per the following method. The cost of HT wire may be obtained from reputed firms like SAIL/TATA/ SS Ltd. etc.,
Revised Cost =Cost as per the above table +R1+R2.
R1= Variation (increase / decrease ) in cost (Rs. per metre )due to change in the cost of HT Wire =(H2-H1)/1000 X Wh.
R2= Variation (increase / decrease ) in cost (Rs. per metre )due to change in the cost of Cement =(C2-C1)/1000 X Wc.
H1 = Rs. 59,500/- H2 = Cost of HT Wire (Rs. Per MT including all taxes and freight) at the time of preparation of estimate.
C1 = Rs. 4,000/- C2 = Cost of Cement (Rs. Per MT including all taxes and freight) at the time of preparation of estimate
Wh=Weight of HT Wire required (Kg.) per metre of pipe. Wc= Weight of Cement required (Kg.) per metre of pipe.
The rates for MS flanges are considering landed price of MS Plates of Rs.45,000/- per MT. Price variation to be released on actual weight of flange.
Note: The duties and taxes as applicable shall be added as per rules at the time of preparation of estimate
35

Public Health Items

12. S o R FOR PRE-STRESSED (CYLINDER) CONCRETE PIPES FOR THE YEAR 2014-15
Sl
No.
1
1

Description
2
Pre-stressed (Cylinder type ) concrete pipes conforming to IS 784/2001 @ ex-factory cost of pipes, excluding transportation, laying, jointing, testing, bends, tees, specials, taxes & duties etc,. For the following working pressures.(the manufacture shall design the pipes as per the IS
Code 784-2001).
Size
Unit
SoR For 2014-15
8
10
12
14
16
18
20
4 Kg/cm2 6 Kg/cm2
Kg/cm2
Kg/cm2
Kg/cm2
Kg/cm2
Kg/cm2
Kg/cm2
Kg/cm2
5063
5063
5063
5063
5089
5143
5234
5321
5388
400 MM DIA
Meter
5503
5503
5503
5528
5594
5674
5789
5868
5960
450 MM DIA
Meter
6016
6016
6030
6115
6188
6289
6383
6525
6630
500 MM DIA
Meter
600 MM DIA
700 MM DIA
800 MM DIA
900 MM DIA
1000 MM DIA
1100 MM DIA
1200 MM DIA
1300 MM DIA
1400 MM DIA
1500 MM DIA
1600 MM DIA
1700 MM DIA
1800 MM DIA
1900 MM DIA
2000 MM DIA

2

Meter
Meter
Meter
Meter
Meter
Meter
Meter
Meter
Meter
Meter
Meter
Meter
Meter
Meter
Meter

7144
8256
9686
11448
13279
14763
16734
18607
20406
22378
25249
27169
29755
34911
37199

7197
8386
9868
11681
13590
15134
17167
19108
20976
23014
25957
27989
30616
35893
39060

7292
8543
10087
11952
13917
15527
17606
19618
21571
23651
26680
28858
32300
37772
40322

7419
8710
10306
12226
14255
15881
18043
20128
22168
24277
28028
30403
33345
38881
41620

7536
8868
10506
12499
14590
16255
18491
20652
22763
25595
28849
31333
34365
40866
43886

7654
9022
10710
12745
14869
16596
18892
21113
23939
26318
29670
33072
36282
42444
45257

7835
9215
10959
13076
15257
17021
19389
22289
24668
27412
31714
34639
37954
43988
47377

8003
9462
11222
13404
15657
17470
20374
22916
25413
29037
32621
35621
39134
45298
48883

8172
9646
11525
13730
16068
18454
21077
23704
27068
30944
33503
36552
40314
46536
50219

Cost of laying jointing, testing to hydrostatic field test pressure including cost of site welding and fixing of polypropylene diapher cloth, cost of transportation of water and emptying pipe line after completion of field testing etc.
400 MM DIA
Meter
408
408
408
408
408
408
408
408
408
36

Public Health Items

450 MM DIA
500 MM DIA
600 MM DIA
700 MM DIA
800 MM DIA
900 MM DIA

3

Meter
480
480
480
480
480
480
480
480
480
Meter
523
523
523
523
523
523
523
523
523
Meter
612
612
612
612
612
612
612
612
612
Meter
697
697
697
697
697
697
697
697
697
Meter
800
800
800
800
800
800
800
800
800
Meter
902
902
902
902
902
902
902
902
902
1000 MM DIA
Meter
988
988
988
988
988
988
988
988
988
1100 MM DIA
Meter
1120
1120
1120
1120
1120
1120
1120
1120
1120
1200 MM DIA
Meter
1222
1222
1222
1222
1222
1222
1222
1222
1222
1300 MM DIA
Meter
1308
1308
1308
1308
1308
1308
1308
1308
1308
1400 MM DIA
Meter
1440
1440
1440
1440
1440
1440
1440
1440
1440
1500 MM DIA
Meter
1598
1598
1598
1598
1598
1598
1598
1598
1598
1600 MM DIA
Meter
1730
1730
1730
1730
1730
1730
1730
1730
1730
1700 MM DIA
Meter
1948
1948
1948
1948
1948
1948
1948
1948
1948
1800 MM DIA
Meter
2065
2065
2065
2065
2065
2065
2065
2065
2065
1900 MM DIA
Meter
2253
2253
2253
2253
2253
2253
2253
2253
2253
2000 MM DIA
Meter
2398
2398
2398
2398
2398
2398
2398
2398
2398
Conveyance of Pre-stressed (Cylinder type) concrete pipes and accessories including loading at factory, un-loading at site and stacking for the following sizes. (minimum distance of 100 km to be considered if the distance is less by 100 km from factory to site)
Per
1.10
1.10
1.10
1.10
1.10
1.10
1.10
1.10
1.10
400 MM DIA
450 MM DIA
500 MM DIA
600 MM DIA
700 MM DIA
800 MM DIA
900 MM DIA
1000 MM DIA

KM/M
Per
KM/M
Per
KM/M
Per
KM/M
Per
KM/M
Per
KM/M

Per
KM/M
Per
KM/M

1.10

1.10

1.10

1.10

1.10

1.10

1.10

1.10

1.10

1.60

1.60

1.60

1.60

1.60

1.60

1.60

1.60

1.60

1.80

1.80

1.80

1.80

1.80

1.80

1.80

1.80

1.80

2.90

2.90

2.90

2.90

2.90

2.90

2.90

2.90

2.90

2.90

2.90

2.90

2.90

2.90

2.90

2.90

2.90

2.90

2.90

2.90

2.90

2.90

2.90

2.90

2.90

2.90

2.90

4.60

4.60

4.60

4.60

4.60

4.60

4.60

4.60

4.60
37

Public Health Items

1100 MM DIA
1200 MM DIA
1300 MM DIA
1400 MM DIA
1500 MM DIA
1600 MM DIA
1700 MM DIA
1800 MM DIA
1900 MM DIA
2000 MM DIA

Per
KM/M
Per
KM/M
Per
KM/M
Per
KM/M
Per
KM/M
Per
KM/M
Per
KM/M
Per
KM/M
Per
KM/M
Per
KM/M

4.60

4.60

4.60

4.60

4.60

4.60

4.60

4.60

4.60

9.00

9.00

9.00

9.00

9.00

9.00

9.00

9.00

9.00

9.00

9.00

9.00

9.00

9.00

9.00

9.00

9.00

9.00

9.00

9.00

9.00

9.00

9.00

9.00

9.00

9.00

9.00

9.00

9.00

9.00

9.00

9.00

9.00

9.00

9.00

9.00

9.00

9.00

9.00

9.00

9.00

9.00

9.00

9.00

9.00

10.90

10.90

10.90

10.90

10.90

10.90

10.90

10.90

10.90

10.90

10.90

10.90

10.90

10.90

10.90

10.90

10.90

10.90

10.90

10.90

10.90

10.90

10.90

10.90

10.90

10.90

10.90

11.50

11.50

11.50

11.50

11.50

11.50

11.50

11.50

11.50

Note: The rates of PCCP pipes which were incorporated in the SSR are based on the following raw materials cost.
HT Wire: - Rs.59,500/- (including all taxes & freight)
HR Coil (Hot Rolled): - Rs.50,000/- (including all taxes & freight)
Cement Cost Rs. 4,000/-.per MT (including all duties, taxes & freight)
The rates may be revised depending upon the increase/ decrease in the cost of raw materials (landed price) as per the following method.
Revised Cost =Cost as per the above table +R1+R2+R3.
R1= Variation (increase / decrease ) in cost (Rs. per metre )due to change in the cost of HT Wire =(H2-H1)/1000 X Wh.
R2= Variation (increase / decrease ) in cost (Rs. per metre )due to change in the cost of HR Coil =(R2-R1)/1000 X Wr.
R3= Variation (increase / decrease ) in cost (Rs. per metre )due to change in the cost of Cement =(C2-C1)/1000 X Wc .
H1 = Rs. 59,500/- H2 = Cost of HT Wire (Rs. Per MT including all taxes and freight) at the time of preparation of estimate.
R1 = Rs. 50,000/- R2 = Cost of HR Coil (Rs. Per MT including all taxes and freight) at the time of preparation of estimate .
C1 = Rs. 4,000/- C2 = Cost of Cement (Rs. Per MT including all taxes and freight) at the time of preparation of estimate
Wh=Weight of HT Wire required (Kg.) per metre of pipe. Wc= Weight of Cement required (Kg.) per metre of pipe.
Wr = Weight of HR Coil required (kg) per metre of pipe.
Note: The duties and taxes as applicable shall be added as per rules at the time of preparation of estimate
38

Public Health Items

13. S o R FOR BAR WRAPPED STEEL CYLINDRICAL (BWSC) PIPES FOR THE YEAR 2014-15
Sl.
No
1
1

2

Description
2
Bar Wrapped Steel Cylindrical (BWSC) pipes conforming to IS 15155 - 2002, ex-factory excluding transportation, taxes and duties etc., for bar wrapped steel cylindrical pipes.
Size
Unit
Rs.
Rs.
Rs.
Rs.
Rs.
Rs.
Rs.
Rs.
Rs.
Rs.
4 -12
14
16
18
20
22
24
26
28
30
2
2
2
2
2
2
2
2
2
Kg/cm
Kg/cm
Kg/cm
Kg/cm
Kg/cm
Kg/cm
Kg/cm
Kg/cm
Kg/cm
Kg/cm2
2953
2953
2953
2953
2953
2953
2957
3002
3039
3196
250 MM DIA
Meter
3326
3326
3326
3326
3326
3380
3478
3612
3689
3878
300 MM DIA
Meter
4026
4026
4026
4051
4102
4158
4273
4433
4571
4771
350 MM DIA
Meter
4420
4420
4449
4530
4594
4816
5015
5219
5391
6090
400 MM DIA
Meter
4876
4895
4990
5067
5329
5559
5836
6064
6319
6842
450 MM DIA
Meter
5450
5539
5644
5933
6227
6552
6885
7175
7652
8120
500 MM DIA
Meter
7207
7339
7483
7936
8386
8757
9259
9699
10309
10823
600 MM DIA
Meter
8693
8979
9615
10234
10864
11484
12283
12856
13487
14325
700 MM DIA
Meter
9889
10780
11571
12337
13165
14177
15060
16242
17004
18040
800 MM DIA
Meter
12277
12883
13899
14907
15872
16715
18381
19755
20711
22061
900 MM DIA
Meter
13883
15309
16503
17672
18870
20479
22499
24070
25503
27252
1000 MM DIA
Meter
20010
20388
20702
22750
25035
26627
29611
31138
33286
36097
1100 MM DIA
Meter
22132
22865
23816
26257
28874
31126
33903
35413
39595
43417
1200 MM DIA
Meter
Cost of laying jointing, testing to hydrostatic field test pressure including cost of site welding and fixing of polypropylene diaher cloth, cost of transportation of water and emptying pipe line after completion of field testing.
278
278
278
278
278
278
278
278
278
278
250 MM DIA
Meter
327
327
327
327
327
327
327
327
327
327
300 MM DIA
Meter
387
387
387
387
387
387
387
387
387
387
350 MM DIA
Meter
433
433
433
433
433
433
433
433
433
433
400 MM DIA
Meter
433
433
433
433
433
433
433
433
433
433
450 MM DIA
Meter
542
542
542
542
542
542
542
542
542
542
500 MM DIA
Meter
666
666
666
666
666
666
666
666
666
666
600 MM DIA
Meter
39

Public Health Items

776
776
776
776
776
776
776
776
Meter
883
883
883
883
883
883
883
883
Meter
1038
1038
1038
1038
1038
1038
1038
1038
Meter
1147
1147
1147
1147
1147
1147
1147
1147
1000 MM DIA
Meter
1348
1348
1348
1348
1348
1348
1348
1348
1100 MM DIA
Meter
1509
1509
1509
1509
1509
1509
1509
1509
1200 MM DIA
Meter
Conveyance of Bar Wrapped Steel Cylindrical (BWSC) pipes and accessories including loading at factory, un-loading at site and stacking for the following sizes. (minimum distance of 100 km to be considered if the distance is less by 100 km from factory to site)
0.60
0.60
0.60
0.60
0.60
0.60
0.60
0.60
250 MM DIA Per KM/M
0.60
0.60
0.60
0.60
0.60
0.60
0.60
0.60
300 MM DIA Per KM/M
0.80
0.80
0.80
0.80
0.80
0.80
0.80
0.80
350 MM DIA Per KM/M
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
400 MM DIA Per KM/M
1.30
1.30
1.30
1.30
1.30
1.30
1.30
1.30
450 MM DIA Per KM/M
1.60
1.60
1.60
1.60
1.60
1.60
1.60
1.60
500 MM DIA Per KM/M
1.70
1.70
1.70
1.70
1.70
1.70
1.70
1.70
600 MM DIA Per KM/M
1.90
1.90
1.90
1.90
1.90
1.90
1.90
1.90
700 MM DIA Per KM/M
2.50
2.50
2.50
2.50
2.50
2.50
2.50
2.50
800 MM DIA Per KM/M
2.70
2.70
2.70
2.70
2.70
2.70
2.70
2.70
900 MM DIA Per KM/M
3.10
3.10
3.10
3.10
3.10
3.10
3.10
3.10
1000 MM DIA Per KM/M
6.93
6.93
6.93
6.93
6.93
6.93
6.93
6.93
1100 MM DIA Per KM/M
9.68
9.68
9.68
9.68
9.68
9.68
9.68
9.68
1200 MM DIA Per KM/M
Note: The above rates of BWSC pipes are based on the following raw materials' cost.
HR Plates - Rs.50,000/- per MT (Basic +CED+ST & freight)
Wire rods - Rs.48,000/- per MT (Basic +CED+ST & freight)
Cement Cost Rs. 4,400/-.per MT (including all duties, taxes & freight)
The rates may be revised depending upon the increase/ decrease in the cost of raw materials (landed price) as per the following method.
Revised Cost =Cost as per the above table +R1+R2+R3.
R1= Variation (increase / decrease ) in cost (Rs. per metre )due to change in the cost of HR Plate =(H2-H1)/1000 X Wh.
R2= Variation (increase / decrease ) in cost (Rs. per metre )due to change in the cost of wire rods =(W2-W1)/1000 X Ww.
R3= Variation (increase / decrease ) in cost (Rs. per metre )due to change in the cost of Cement =(C2-C1)/1000 X Wc .
H1 = Rs. 50,000/- H2 = Cost of HR Plate (Rs. Per MT including all taxes and freight) at the time of preparation of estimate.
W1 = Rs. 48,000/- W2 = Cost of Wire rods (Rs. Per MT including all taxes and freight) at the time of preparation of estimate .
700 MM DIA
800 MM DIA
900 MM DIA

3

776
883
1038
1147
1348
1509

776
883
1038
1147
1348
1509

0.60
0.60
0.80
1.00
1.30
1.60
1.70
1.90
2.50
2.70
3.10
6.93
9.68

0.60
0.60
0.80
1.00
1.30
1.60
1.70
1.90
2.50
2.70
3.10
6.93
9.68

40

Public Health Items

C1 = Rs. 4,000/- C2 = Cost of Cement (Rs. Per MT including all taxes and freight) at the time of preparation of estimate
Wh=Weight of HR Plate required (Kg.) per metre of pipe. Wc= Weight of Cement required (Kg.) per metre of pipe.
Ww = Weight of wire rods required (kg) per metre of pipe.
Note: The duties and taxes as applicable shall be added as per rules at the time of preparation of estimate.

41

Public Health Engineering Items

14. S o R FOR M.S. PIPES FOR THE YEAR 2014-15
Sl.No.

Description

Unit

1
1

2

3

Thicknes s in mm
4

Rate (Rs.)
5

Manufacture, supply and delivery of M.S
Pipes conforming to is 3589/2001 including in lining with cement mortar (1:2) 15mm thick using 4 numbers of 6mm dia
M.S.Rings at each end of the pipe and out coating with cement mortar (1:3) 30mm thick by shortcreting or gunetting duly providing wire mesh of size 50x50x3mm including cost of all materials, labour charges, transportation to anywhere in AP, but excluding taxes & duties, etc.
500 mm dia
Meter

8.00

8771

600 mm dia

Meter

8.00

10457

700 mm dia
700 mm dia

Meter
Meter

8.00
10.00

12196
15144

800 mm dia
800 mm dia
800 mm dia

Meter
Meter
Meter

8.00
10.00
12.00

13992
16190
19180

900 mm dia
900 mm dia
900 mm dia

Meter
Meter

8.00
10.00
12.00

15621
18089
20563

1000 mm dia
1000 mm dia
1000 mm dia
1000 mm dia

Meter
Meter
Meter
Meter

8.00
10.00
12.00
14.00

17529
20260
22907
26473

1100 mm dia
1100 mm dia
1100 mm dia
1100 mm dia
1100 mm dia

Meter
Meter
Meter
Meter
Meter

8.00
10.00
12.00
14.00
16.00

20638
23643
26650
30810
34986

1200 mm dia
1200 mm dia
1200 mm dia
1200 mm dia
1200 mm dia
1200 mm dia

Meter
Meter
Meter
Meter
Meter
Meter

8.00
10.00
12.00
14.00
16.00
18.00

23313
26579
29856
33150
37632
42128

1300 mm dia

Meter

8.00

25437
42

Public Health Engineering Items

1300 mm dia
1300 mm dia
1300 mm dia
1300 MM DIA
1300 MM DIA
1300 MM DIA

Meter
Meter
Meter
Meter
Meter
Meter

10.00
12.00
14.00
16.00
18.00
20.00

28971
32517
36072
39643
44368
49107

1400 MM DIA
1400 MM DIA
1400 MM DIA
1400 MM DIA
1400 MM DIA
1400 MM DIA
1400 MM DIA
1400 MM DIA

Meter
Meter
Meter
Meter
Meter
Meter
Meter
Meter

8.00
10.00
12.00
14.00
16.00
18.00
20.00
22.00

27068
30867
34680
38508
42342
47382
52434
57500

1500 MM DIA
1500 MM DIA
1500 MM DIA
1500 MM DIA
1500 MM DIA
1500 MM DIA
1500 MM DIA
1500 MM DIA
1500 MM DIA

Meter
Meter
Meter
Meter
Meter
Meter
Meter
Meter
Meter

8.00
10.00
12.00
14.00
16.00
18.00
20.00
22.00
24.00

28971
33044
37121
41214
45318
49427
54684
59956
65242

1600 MM DIA
1600 MM DIA
1600 MM DIA
1600 MM DIA
1600 MM DIA
1600 MM DIA
1600 MM DIA
1600 MM DIA
1600 MM DIA
1600 MM DIA

Meter
Meter
Meter
Meter
Meter
Meter
Meter
Meter
Meter
Meter

8.00
10.00
12.00
14.00
16.00
18.00
20.00
22.00
24.00
26.00

30617
34936
39285
43645
48015
52395
57961
63542
69136
74742

1700 MM DIA
1700 MM DIA
1700 MM DIA
1700 MM DIA
1700 MM DIA
1700 MM DIA
1700 MM DIA
1700 MM DIA
1700 MM DIA
1700 MM DIA
1700 MM DIA

Meter
Meter
Meter
Meter
Meter
Meter
Meter
Meter
Meter
Meter
Meter

8.00
10.00
12.00
14.00
16.00
18.00
20.00
22.00
24.00
26.00
28.00

32505
37108
41723
46351
50986
55636
61543
67466
73398
79349
85308

1800 MM DIA

Meter

8.00

34409
43

Public Health Engineering Items

1800 MM DIA
1800 MM DIA
1800 MM DIA
1800 MM DIA
1800 MM DIA
1800 MM DIA
1800 MM DIA
1800 MM DIA
1800 MM DIA
1800 MM DIA
1800 MM DIA

Meter
Meter
Meter
Meter
Meter
Meter
Meter
Meter
Meter
Meter
Meter

10.00
12.00
14.00
16.00
18.00
20.00
22.00
24.00
26.00
28.00
30.00

39279
44163
49061
53960
58879
63805
69933
76074
82226
88394
94572

1900 MM DIA
1900 MM DIA
1900 MM DIA
1900 MM DIA
1900 MM DIA
1900 MM DIA
1900 MM DIA
1900 MM DIA
1900 MM DIA
1900 MM DIA
1900 MM DIA
1900 MM DIA
1900 MM DIA

Meter
Meter
Meter
Meter
Meter
Meter
Meter
Meter
Meter
Meter
Meter
Meter
Meter

8.00
10.00
12.00
14.00
16.00
18.00
20.00
22.00
24.00
26.00
28.00
30.00
32.00

35005
41177
46323
51486
56659
61845
67035
73467
79912
86372
92843
99329
105824

2000 MM DIA
2000 MM DIA
2000 MM DIA
2000 MM DIA
2000 MM DIA
2000 MM DIA
2000 MM DIA
2000 MM DIA
2000 MM DIA
2000 MM DIA
2000 MM DIA
2000 MM DIA
2000 MM DIA
2000 MM DIA

Meter
Meter
Meter
Meter
Meter
Meter
Meter
Meter
Meter
Meter
Meter
Meter
Meter
Meter

8.00
10.00
12.00
14.00
16.00
18.00
20.00
22.00
24.00
26.00
28.00
30.00
32.00
34.00

36624
43074
48492
53920
59359
64812
70268
75700
82329
88971
95629
102295
108976
115669

2100 MM DIA
2100 MM DIA
2100 MM DIA
2100 MM DIA
2100 MM DIA
2100 MM DIA
2100 MM DIA
2100 MM DIA
2100 MM DIA

Meter
Meter
Meter
Meter
Meter
Meter
Meter
Meter
Meter

8.00
10.00
12.00
14.00
16.00
18.00
20.00
22.00
24.00

38472
45245
50930
56614
62332
68049
73777
79519
86481
44

Public Health Engineering Items

2100 MM DIA
2100 MM DIA
2100 MM DIA
2100 MM DIA
2100 MM DIA
2100 MM DIA

Meter
Meter
Meter
Meter
Meter
Meter

26.00
28.00
30.00
32.00
34.00
36.00

93454
100442
107440
114453
121478
128515

2200 MM DIA
2200 MM DIA
2200 MM DIA
2200 MM DIA
2200 MM DIA
2200 MM DIA
2200 MM DIA
2200 MM DIA
2200 MM DIA
2200 MM DIA
2200 MM DIA
2200 MM DIA
2200 MM DIA
2200 MM DIA
2200 MM DIA

Meter
Meter
Meter
Meter
Meter
Meter
Meter
Meter
Meter
Meter
Meter
Meter
Meter
Meter
Meter

8.00
10.00
12.00
14.00
16.00
18.00
20.00
22.00
26.00
28.00
30.00
32.00
34.00
36.00
38.00

40088
47142
53096
59056
65033
71014
77011
83021
97561
104847
112148
119461
126789
134128
141481

2300 MM DIA
2300 MM DIA
2300 MM DIA
2300 MM DIA
2300 MM DIA
2300 MM DIA
2300 MM DIA
2300 MM DIA
2300 MM DIA
2300 MM DIA
2300 MM DIA
2300 MM DIA
2300 MM DIA
2300 MM DIA

Meter
Meter
Meter
Meter
Meter
Meter
Meter
Meter
Meter
Meter
Meter
Meter
Meter
Meter

10.00
12.00
16.00
18.00
20.00
22.00
26.00
28.00
30.00
32.00
34.00
36.00
38.00
40.00

49313
55533
68000
74255
80519
86791
101983
109597
117226
124866
132519
140186
147865
155555

2400MM DIA
2400 MM DIA
2400 MM DIA
2400 MM DIA
2400 MM DIA
2400 MM DIA
2400 MM DIA
2400 MM DIA
2400 MM DIA
2400 MM DIA
2400 MM DIA
2400 MM DIA

Meter
Meter
Meter
Meter
Meter
Meter
Meter
Meter
Meter
Meter
Meter
Meter

10.00
12.00
14.00
16.00
18.00
20.00
22.00
26.00
28.00
30.00
32.00
34.00

51209
57696
65125
71636
78153
84687
92073
99701
106641
113593
120556
127528
45

Public Health Engineering Items

2400 MM DIA
2400 MM DIA
2400 MM DIA
2400 MM DIA

36.00
38.00
40.00
42.00

134516
141511
142254
149268

2500 MM DIA
2500 MM DIA
2500 MM DIA
2500 MM DIA
2500 MM DIA
2500 MM DIA
2500 MM DIA
2500 MM DIA
2500 MM DIA
2500 MM DIA
2500 MM DIA
2500 MM DIA
2500 MM DIA
2500 MM DIA
2500 MM DIA

Meter
Meter
Meter
Meter
Meter
Meter
Meter
Meter
Meter
Meter
Meter
Meter
Meter
Meter
Meter

10.00
14.00
16.00
18.00
20.00
22.00
28.00
30.00
34.00
36.00
38.00
40.00
42.00
44.00
46.00

53383
66902
73677
80465
87261
94071
118761
127019
143569
151864
160171
168490
176824
185170
193528

2600 MM DIA
2600 MM DIA
2600 MM DIA
2600 MM DIA
2600 MM DIA
2600 MM DIA
2600 MM DIA
2600 MM DIA
2600 MM DIA
2600 MM DIA
2600 MM DIA
2600 MM DIA
2600 MM DIA
2600 MM DIA
2600 MM DIA
2

Meter
Meter
Meter
Meter

Meter
Meter
Meter
Meter
Meter
Meter
Meter
Meter
Meter
Meter
Meter
Meter
Meter
Meter
Meter

12.00
14.00
16.00
18.00
20.00
22.00
32.00
34.00
36.00
38.00
40.00
42.00
44.00
46.00
48.00

62297
69333
76379
83432
90497
97572
140298
148882
157477
166085
174707
183343
191990
200650
209323

Cost of Laying, Jointing, Hydrostatic Filed Test
Pressure, Including Cost of Site Welding,
Jointing Materials And Cost of Transportation of Water Including Emptying Pipe Line After
Completion Of Field Testing

400 MM DIA
500 MM DIA
600 MM DIA
700 MM DIA
800 MM DIA
900 MM DIA
1000 MM DIA
1100 MM DIA
1200 MM DIA

Meter
Meter
Meter
Meter
Meter
Meter
Meter
Meter
Meter

479
596
734
851
971
1142
1261
1483
1661
46

Public Health Engineering Items

1300 MM DIA
1400 MM DIA
1500 MM DIA
1600 MM DIA
1700 MM DIA
1800 MM DIA
1900 MM DIA
2000 MM DIA
2100 MM DIA
2200 MM DIA
2300 MM DIA
2400 MM DIA
2500 MM DIA
2600 MM DIA

Meter
Meter
Meter
Meter
Meter
Meter
Meter
Meter
Meter
Meter
Meter
Meter
Meter
Meter

1909
2197
2525
2903
3336
3838
4414
5078
5840
6714
7721
8879
10211
11744

The above rates of MS Spiral pipes are based on the following raw materials cost.
MS Plates = Rs 46,500/- Per MT.
The rates may be revised depending upon the increase/decrease in the cost of raw materials (landed price) as per the following method.
Revised Cost = Cost as per the above table "R1".
R1= Variation (Increase/Decrease) in cost (Rs. Per meter) due to change in cost of MS Plates =
(M2-M1)/1000 x Wm
M1= Rs 46,500/M2= Cost of MS Plates (Rs. Per MT including all taxes and freight ) at the time of preparation of estimate
Wm=Weight of MS Plates required (Kg) per meter of pipe
Note: The duties and taxes as applicable shall be added as per rules at the time of preparation of estimate. 47

Public Health Engineering Items

15. S.S. RATES FOR H.D.P.E PIPES FOR THE YEAR 2014-15. (PE - 80 Grade)
4.0 kg/
Sl.No
Description sqcm 1
2
4
Manufacture, Supply, & Delivery of HDPE pipes conforming to IS
4984 - 1995 including transportation to any where in A.P, excluding excise duty, sale tax and specials etc., complete.
(supply upto 90 mm diain coil & above 90 mm dia straight lengths in 6 m.)

Rate per Meter
OD 20 mm
OD 25 mm
OD 32 mm
OD 40 mm
44
OD 50 mm
68
OD 63 mm
93
OD 75 mm
127
OD 90 mm
182
OD 110 mm
271
OD 125 mm
350
OD 140 mm
432
OD 160 mm
565
OD 180 mm
713
OD 200 mm
874
OD 225 mm
1134
OD 250 mm
1402
OD 280 mm
1748
OD 315 mm
2221
OD 355 mm
2711
OD 400 mm
3513
OD 450 mm
4467
OD 500 mm
5485
OD 560 mm
6795
OD 630 mm
8595
OD 710 mm
10921
OD 800 mm
13823
OD 900 mm
17515
OD 1000 mm
21569
Note: Excise duty, CST / VAT extra as applicable at the time of supply.
The IPCL resin cost adopted for the above rates are
For PE - 80 grade Rs.1,18,720/- per MT. (Excluding CED&ST)
The variation in cost of HDPE pipes due to increase / decrease in raw material cost shall be allowed as per the following price variation formula. price variation formula as follows:
P2 = P1 + (A2 - A1) /1000 x M x 0.95(for increase in raw material cost)
P2 = P1 - (A1 - A2) /1000 x M x 0.95(for decrease in raw material cost)
P2 = Revised pipe price in Rs. Per Meter excluding CED & ST
P1 = Existing pipe price in Rs. Per Meter excluding CED & ST
A2 = Revised price of raw material Rs. Per MT excluding CED & ST
A1 = Existing price of raw material Rs. Per MT excluding CED & ST
M = Weight of pipe in Kgs per Meter as per weight chart.
48

Public Health Engineering Items

Sl.
No
1
I

16(I). S o R FOR H.D.P.E PIPES FOR THE YEAR 2014-15. (PE - 100 Grade)
16.0
6.0 kg/ 8.0 kg/
10.0 kg/
12.5
kg/
Description
sqcm sqcm sqcm kg/ sqcm sqcm 2
3
4
5
6
7
Manufacture, Supply, &
Delivery of HDPE Pipes conforming to IS 4984 - 1995 including transportation to any where in A.P, excluding excise duty, sale tax and specials etc., complete. (supply upto 90 mm diain coil & above 90 mm diastraight length in 6 m.)
Rate per Meter
OD 20 mm
32
OD 25 mm
48
OD 32 mm

46

78

59

OD 40 mm

59

70

89

119

OD 50 mm

72

90

109

139

186

OD 63 mm

109

139

168

219

285

OD 75 mm

155

197

237

312

407

OD 90 mm

220

281

337

444

592

OD 110 mm

329

419

500

667

847

OD 125 mm

421

540

649

855

1085

OD 140 mm

529

676

813

1076

1376

OD 160 mm

691

880

1059

1402

1779

OD 180 mm

870

1114

1341

1770

2238

OD 200 mm

1075

1376

1653

2191

2773

OD 225 mm

1386

1773

2134

2765

3492

OD 250 mm

1705

2190

2634

3413

4321

OD 280 mm

2137

2742

3292

4288

5432

OD 315 mm

2709

3472

4175

5408

6874

OD 355 mm

3403

4354

5245

6878

8768

OD 400 mm

4473

5718

6873

8906

11288

OD 450 mm

5565

7144

8597

11260

14165

OD 500 mm

6884

8809

10606

13905

16656

OD 560 mm

8060

10324

12359

15750

OD 630 mm

10166

13062

15656

18787

OD 710 mm

12926

16555

19886

OD 800 mm

16404

21016

25313
49

Public Health Engineering Items

OD 900 mm

20781

OD 1000 mm

25626

26604

Note:Excise duty, CST / VAT extra as applicable at the time of supply.
The IPCL resin cost adopted for the above rates are
For PE - 100 grade Rs.1,19,750/- per MT. (Excluding CED&ST)
The variation in cost of HDPE pipes due to increase / decrease in raw material cost shall be allowed as per the following price variation formula. price variation formula as follows:
P2 = P1 + (A2 - A1) /1000 x M x 0.95(for increase in raw material cost)
P2 = P1 - (A1 - A2) /1000 x M x 0.95(for decrease in raw material cost)
P2 = Revised pipe price in Rs. Per Meter excluding CED & ST
P1 = Existing pipe price in Rs. Per Meter excluding CED & ST
A2 = Revised price of raw material Rs. Per MT excluding CED & ST
A1 = Existing price of raw material Rs. Per MT excluding CED & ST
M = Weight of pipe in Kgs per Meter as per weight chart.

50

Public Health Engineering Items

16(II)HDPE PIPES –(PE –100 Grade) SEWER LINES FOR THE YEAR 2014-15
Sl.
No
1
I

Description
2
Manufacture, Supply, &
Delivery of HDPE Pipes conforming to IS 14333 2000 for using under ground drainage and sewerage systems including transportation to any where in A.P, excluding excise duty, sale tax and specials etc., complete. ( supply upto 90 mm diain coil & above 90 mm diastraight length in 6 m or 12 m.)
Rate per Meter

6.0 kg/ sqcm 8.0 kg/ sqcm 10.0 kg/ sqcm 3

4

5

12.5 kg/ sqcm
6

16.0 kg/ sqcm
7

OD 63 mm

121

154

184

218

261

OD 75 mm

171

219

261

311

371

OD 90 mm

244

312

372

442

535

OD 110 mm

354

448

534

641

766

OD 125 mm

452

578

692

821

990

OD 140 mm

566

721

868

1033

1242

OD 160 mm

738

941

1131

1303

1618

OD 180 mm

930

1194

1430

1700

2046

OD 200 mm

1152

1470

1763

2105

2522

OD 225 mm

1452

1855

2232

2653

3196

OD 250 mm

1792

2294

2754

3277

3937

OD 280 mm

2240

2870

3433

4120

4944

OD 315 mm

2836

3633

4450

5197

6251

OD 355 mm

3594

4602

5538

6608

7930

OD 400 mm

4739

6064

7281

8681

10412

OD 450 mm

5983

7673

9222

10971

OD 500 mm

7394

9459

11373

13558

OD 560 mm

9245

11855

14270

OD 630 mm

11706

15006

18029

OD 710 mm

15134

19386

OD 800 mm

19199

OD 900 mm

24317

OD 1000 mm

30043
51

Public Health Engineering Items

Note:Excise duty, CST / VAT extra as applicable at the time of supply.
The IPCL resin cost adopted for the above rates are
For PE - 100 grade Rs.1,19,750/- per MT. (Excluding CED&ST)
The variation in cost of HDPE pipes due to increase / decrease in raw material cost shall be allowed as per the following price variation formula. price variation formula as follows:
P2 = P1 + (A2 - A1) /1000 x M x 0.95(for increase in raw material cost)
P2 = P1 - (A1 - A2) /1000 x M x 0.95(for decrease in raw material cost)
P2 = Revised pipe price in Rs. Per Meter excluding CED & ST
P1 = Existing pipe price in Rs. Per Meter excluding CED & ST
A2 = Revised price of raw material Rs. Per MT excluding CED & ST
A1 = Existing price of raw material Rs. Per MT excluding CED & ST
M = Weight of pipe in Kgs per Meter as per weight chart.

52

Public Health Engineering Items

I (a)

17(I). S o R FOR H.D.P.E FITTINGS FOR THE YEAR 2014-15.
Manufacture, Supply, & Delivery of HDPE fittings conforming to IS
4984 - 1995 including transportation to anywhere in A.P. Excluding excise duty, sale tax and specials etc., complete
PIPE ENDS LONG NECK
Rate per Each
OD 50 mm
OD 63 mm

114

OD 75 mm

137

OD 90 mm

177

OD 110 mm

246

OD 125 mm

442

OD 140 mm

447

OD 160 mm

623

OD 180 mm

883

OD 200 mm

1135

OD 225 mm

1302

OD 250 mm

1525

OD 280 mm

1704

OD 315 mm

1965

OD 355 mm

4107

OD 400 mm

5473

OD 450 mm

9107

OD 500 mm
(b)

90

10135

MS FLANGES

Rate per Each

OD 50 mm

114

OD 63 mm

144

OD 75 mm

182

OD 90 mm

196

OD 110 mm

206

OD 125 mm

283

OD 140 mm

307

OD 160 mm

403

OD 180 mm

568

OD 200 mm

736

OD 225 mm

920

OD 250 mm

1086

OD 280 mm

1232

OD 315 mm

1449

OD 355 mm

2454
53

Public Health Engineering Items

OD 400 mm

3044

OD 450 mm

3974
4550

OD 500 mm
(c)

END CAPS

Rate per Each

OD 50 mm
OD 63 mm

74

OD 75 mm

92

OD 90 mm

122

OD 110 mm

140

OD 125 mm

193

OD 140 mm

225

OD 160 mm

345

OD 180 mm

560

OD 200 mm

611

OD 225 mm

637

OD 250 mm

907

OD 280 mm

928

OD 315 mm

1268

OD 355 mm

1958

OD 400 mm

3420

OD 450 mm

5500

OD 500 mm
(d)

61

10135

REDUCERS

Rate per Each

OD 50 mm x 63 mm

85

OD 63 mm x 75 mm

122

OD 75 mm x 90 mm

200

OD 90 mm x 110 mm

277

OD 110 mm x 125 mm

422

OD 125 mm x 140 mm

584

OD 140 mm x 160 mm

815

OD 160 mm x 180 mm

1129

OD 180 mm x 200 mm

1458

OD 200 mm x 225 mm

1790

OD 225 mm x 250 mm

2440

OD 250 mm x 280 mm

3467

OD 280 mm x 315 mm

4901

OD 315 mm x 355 mm

5621

OD 355 mm x 400 mm

7932
54

Public Health Engineering Items

OD 400 mm x 450 mm
(e)

8228

OD 450 mm x 500 mm
TEES

10550
Rate per Each

OD 50 mm
OD 63 mm

187

OD 75 mm

225

OD 90 mm

396

OD 110 mm

469

OD 125 mm

706

OD 140 mm

973

OD 160 mm

1676

OD 180 mm

2273

OD 200 mm

3130

OD 225 mm

4444

OD 250 mm

6084

OD 280 mm

8519

OD 315 mm

12142

OD 355 mm

17313

OD 400 mm

25360

OD 450 mm
(f)

117

36022

OD 500 mm
BENDS

49473
Rate per Each

OD 50 mm

74

OD 63 mm

164

OD 75 mm

213

OD 90 mm

365

OD 110 mm

481

OD 125 mm

710

OD 140 mm

935

OD 160 mm

1394

OD 180 mm

2001

OD 200 mm

2711

OD 225 mm

3845

OD 250 mm

5271

OD 280 mm

7600

OD 315 mm

10511

OD 355 mm

14570

OD 400 mm

21977
55

Public Health Engineering Items

OD 450 mm

32310

OD 500 mm

43803

II
Providing and Fixing electro Fusion Ferrule Tapping saddle manufactured from virgin resin of PE-80/PE-100 having blue/black colour using food grade compounded raw material with quality assurance certificate from quality agencies like CIPET etc. For usage in drinking water system and having working pressure of 10 bar. The cost shall include testing of all materials, labour all taxes (central & state), inspection charges, transportation upto site, transit insurance, loading, unloading, stacking, providing and fixing etc. Complete as specified and directed by the Departmental Engineers.
SIZE

Rate Each

Rs.

(Main pipe outer diameter in mm & Tapping size in Inches)
63x1/2”

837.00

63 x3/4”

837.00

63 x1”

837.00

63 x1/2”

837.00

75 x1/2”

837.00

75 x3/4”

837.00

75 x1

837.00

90 x1/2”

837.00

90 x3/4”

837.00

90 x1”

837.00

90 x 1 1/4”

1086.00

90 x 1 1/2”

1086.00

90 x2”

1086.00

110x1/2”

837.00

110 x3/4”

837.00

110 x1”

837.00

110 x 1 1/4”

1086.00

110x1 1/2”

1086.00

110x2”

1086.00

160 x1/2”

837.00

160 x3/4”

837.00

160 x1”

837.00

160 x 1 1/4”

1187.00

160 x 1 1/2”

1187.00

160 x 2”

1187.00

200 x 1/2”

1182.00
56

Public Health Engineering Items

200 x 3/4”

1182.00

200 x 1”

1182.00

200 x 1 1/4”

1709.00

200 x 2”

1709.00

250 x 1/2”

1182

250 x3/4”

1182

250 x1”

1182

250 x 1 1/4”

1709

250 x1 1/2”

1709

250 x 2”

1709

315 x 1/2”

1408

315 x3/4”

1408

315x1”

1408

315x1 1/4”

1911

315x1 1/2”

1911

315x2”

1911

57

Public Health Engineering Items

18. SoR FOR PVC PIPES FOR THE YEAR 2014-15
TEST PRESSURE
Sl.
No.

Description

2.5
Kgs/cm2

4.0
Kgs/cm2

6
Kgs/cm2

10
Kgs/cm2

2

3

4

5

6

Rs.

Rs.

Rs.

Rs.

1

1

Manufacture, Supply and Delivery of
Unplasticised PVCs Pipes for potable water supplies conforming to IS :
4985/2000 (3rd revision) with bell ends
(Socket) as per specification in light
Grey/Natural Ivory Grey/ Any other
Color (except White) inclusive of transportation to the sub-divisional stores anywhere in AP excluding
Excise duty and Sales Tax etc.

DIA IN MM

Rate/Metre

16
20
23
25
36
32
34
56
40
51
85
50
57
82
124
63
83
112
179
75
75
113
162
252
90
112
164
234
377
110
148
214
300
492
125
180
267
386
610
140
239
352
499
800
160
300
449
643
1023
180
380
546
783
1247
200
489
728
1052
1673
225
586
846
1288
2032
250
753
1106
1626
2570
280
949
1400
2046
3245
315
1835
2664
355
2314
3389
400
Note: The duties and taxes as applicable shall be added as per rules at the time of preparation of estimate. The resin cost adopted for the above rates is Rs.79,179/- per MT(Basic rate, excluding CED)
The variation in cost of PVC pipes due to increase / decrease in raw material cost shall be allowed subject to the following price variation formula.
The price variation formula to be adopted is as follows:
P2 = P1 + (A2 - A1) /1000 x M x 0.95 (for increase in raw material cost)
P2 = P1 - (A1 - A2) /1000 x M x 0.95 (for decrease in raw material cost)
P2 = Revised pipe price in Rs. Per Metre, P1 = Existing pipe price in Rs. Per Metre
A2 = Revised price of raw material Rs. Per MT, A1 = Existing price of raw material Rs. Per MT
M = Weight of pipe in Kgs per Meter as per weight chart.
58

Public Health Engineering Items

19. SoR FOR NON- PRESSURE P.V.C.U PIPES FOR THE YEAR 2014-15
Code
No
1

Description
2
Manufacture, Supply, & Delivery of unplasticized Nonpressure polyvinyl chloride(PVC-U) pipes of dark (any shade of brown) for use in underground drainage & sewerage system conforming to IS 15328/2003) with solvent cement jointing as per specification inclusive of transportation to the sub-divisional stores any where in
A.P, excluding Central Excise Duty, Cess, & VAT etc.,
Rate per Meter

4
Proposed
Rates
2014-15

Rs.

Pipe Series (S25)
OD 160 mm
298
OD 200 mm
455
OD 250mm
705
OD 315 mm
1112
Pipe Series (S20)
OD 125 mm
232
OD 160 mm
370
OD 200 mm
562
OD 250mm
876
OD 315 mm
1375
Pipe Series (S16.5)
OD 110 mm
204
OD 125 mm
275
OD 160 mm
429
OD 200 mm
668
OD 250mm
1035
OD 315 mm
1634
Note: The duties and taxes as applicable shall be added as per rules at the time of preparation of estimate. The resin cost adopted for the above rates is Rs.79,179/- per MT (Basic rate, excluding CED)
The variation in cost of PVC pipes due to increase / decrease in raw material cost shall be allowed subject to the following price variation formula.
The price variation formula to be adopted is as follows:
P2 = P1 + (A2 - A1) /1000 x M x 0.95 (for increase in raw material cost)
P2 = P1 - (A1 - A2) /1000 x M x 0.95 (for decrease in raw material cost)
P2 = Revised pipe price in Rs. Per Metre
P1 = Existing pipe price in Rs. Per Metre
A2 = Revised price of raw material Rs. Per MT
A1 = Existing price of raw material Rs. Per MT
M = Weight of pipe in Kgs per Meter as per weight chart.

59

Public Health Engineering Items

20. SoR FOR NON- PRESSURE P.V.C.U PIPES FOR THE YEAR 2014-15
Code
No
1

Description
2
Manufacture, supply, & delivery of un-plasticized NonPressure Polyvinyl Chloride(PVC-U) pipes of dark (any shade of Brown) for use in underground drainage & sewerage system conforming to IS 15328/2003) with
Elastomeric Seal Ring Joints (Ringtite PVC Pipes)as per specification inclusive of transportation to the SubDivisional stores any where in A.P, excluding Central
Excise Duty, Cess, & VAT etc.,
Rate per Meter

4
Proposed
Rates
2014-15

Rs.

Pipe Series (S25)
OD 160 mm
319
OD 200 mm
483
OD 250mm
752
OD 315 mm
1183
Pipe Series (S20)
OD 125 mm
249
OD 160 mm
392
OD 200 mm
596
OD 250mm
930
OD 315 mm
1459
Pipe Series (S16.5)
OD 110 mm
217
OD 125 mm
292
OD 160 mm
458
OD 200 mm
706
OD 250mm
1097
OD 315 mm
1732
Note: The duties and taxes as applicable shall be added as per rules at the time of preparation of estimate. The resin cost adopted for the above rates is Rs.79,179/- per MT (Basic rate, excluding CED)
The variation in cost of PVC pipes due to increase / decrease in raw material cost shall be allowed subject to the following price variation formula.
The price variation formula to be adopted is as follows:
P2 = P1 + (A2 - A1) /1000 x M x 0.95 (for increase in raw material cost)
P2 = P1 - (A1 - A2) /1000 x M x 0.95 (for decrease in raw material cost)
P2 = Revised pipe price in Rs. Per Metre
P1 = Existing pipe price in Rs. Per Metre
A2 = Revised price of raw material Rs. Per MT
A1 = Existing price of raw material Rs. Per MT
M = Weight of pipe in Kgs per Meter as per weight chart.

60

Public Health Engineering Items

21. SoR FOR CENTRIFUGALLY CAST (SPUN)IRON PRESSURE PIPES
Sl.
No.

Description

Unit

1

2

3

I

II

Socket and Spigot Centrifugally Cast (Spun)
Iron pressure pipes for water, Gas and
Sewage conforming to specification No: IS
1536/1989 (third revision) with amdt. No: 1 &
2 in standard lengths of 3.66 m, 4 m, 4.5m, 5 m, 5.5 m & 6 m and details given below, suitable either for lead jointing or rubber gasket (push on) jointing at purchasers option at ex-factory excluding transportation, taxes & duties.
Nominal dia (in MM)
80
100
125
150
200
250
300
350
400
450
500
600
700
750
800
900
1000
Conveyance of Centrifugally Cast (Spun)
Iron Pressure Pipes and accessories including loading at Factory, un-loading at site and stacking for the following sizes. (The
Minimum distance/lead in Km for destination below 100 Km to be taken as 100 Km)
SIZE IN MM
UNIT
80
Per KM/RMT
100
Per KM/RMT
125
Per KM/RMT
150
Per KM/RMT
200
Per KM/RMT
250
Per KM/RMT

S.S. Rates for 2014-15
5

6

LA Class
(Rs)

Rmt
Rmt
Rmt
Rmt
Rmt
Rmt
Rmt
Rmt
Rmt
Rmt
Rmt
Rmt
Rmt
Rmt
Rmt
Rmt
Rmt

4

A Class
(Rs)

B Class
(Rs)

858
1045
1318
1597
2332
3142
4052
5181
6308
7632
9024
11935
15703
17588
19687
23991
28823

930
1147
1439
1750
2530
3422
4432
5621
6893
8385
9830
13029
17156
19230
21451
29864
31483

1000
1226
1549
1886
2739
3702
4800
6097
7439
9044
10635
14112
18536
20860
23205
28363
34029

Class

LA
0.24
0.24
0.36
0.36
0.61
0.73

A

B
0.24
0.24
0.36
0.36
0.61
0.73

0.24
0.24
0.36
0.36
0.61
0.73
61

Public Health Engineering Items

300
Per KM/RMT
0.97
1.09
350
Per KM/RMT
1.33
1.33
400
Per KM/RMT
1.57
1.57
450
Per KM/RMT
1.82
1.94
500
Per KM/RMT
2.18
2.30
600
Per KM/RMT
2.18
2.30
700
Per KM/RMT
2.18
2.30
750
Per KM/RMT
3.63
3.87
800
Per KM/RMT
6.17
6.17
900
Per KM/RMT
6.17
6.17
1000
Per KM/RMT
6.17
6.17
Note:The duties and taxes as applicable shall be added as per rules at the time of preparation of estimate. Price Variation Formula due to Increase / Decrease in the cost of pig iron.
P2=P1+ (R2-R1)/1000*M*1.0
Where M= Weight of pipe in kg per metre.
P2 = Revised rate of pipe in Rs. per Rmt.
P1 = Rate of pipe in Rs. per Rmt. as per above table.
R2 = Price of Pig Iron(Rs per MT excluding CED&ST)) at the time of preparation of estimate. R1 = Price of Pig Iron(Rs per MT excluding CED&ST) at the time of preparation of SSR =Rs.
27,500/-

1.09
1.45
1.69
2.06
2.42
2.42
2.42
4.11
6.17
6.17
6.17

62

Public Health Engineering Items

22.S o R FOR DUCTILE IRON PRESSURE PIPES FOR THE YEAR2014-15
S.S. Rate
Sl.
Description
Unit
for
No.
2014-15
5
1
2
3
4

1

Centrifugally cast (Spun) Ductile Iron pressure pipes for water, gas and sewage with Socket Spigot ends conforming to IS.: 8329/2000 in standard working lengths of 4, 5 5.5 & 6 meter for classification K9 &
K7 suitable for push-on-joint (rubber gasket d jointing) with cement mortar lining inside the pipes with outside zinc coating. Rates are ex-factory, excluding transportation, taxes & duties.

Nominal Dia in mm
100
150
200
250
300
350
400
450
500
600
700
750
800
900
1000
1100
1200

2

Rmt
Rmt
Rmt
Rmt
Rmt
Rmt
Rmt
Rmt
Rmt
Rmt
Rmt
Rmt
Rmt
Rmt
Rmt
Rmt
Rmt
Rmt

K7
911
1263
1760
2359
3030
3812
4625
5562
6628
8818
11407
12780
14126
17234
20430

K9
1085
1604
2142
2811
3561
4438
5350
6401
7447
9822
12693
14245
15719
19170
22727
24317
28427

K7
778
1121
1590
2069
2722
3417
4134
4950
5891
7800
10324

K9
996
1463
1987
2638
3337
4146
4997
5905
7048
9097
11540

Centrifugally cast (Spun) Ductile Iron pressure pipes for water, gas and sewage with plain ends conforming to IS:8329/2000in standard working lengths of 4, 5, 5.5 & 6 meter for classification K9 &
K7 with cement mortar lining inside the pipes with outside zinc coating. Rates are ex-factory, excluding transportation, taxes & duties.

Nominal Dia in mm
100
150
200
250
300
350
400
450
500
600
700

Rmt
Rmt
Rmt
Rmt
Rmt
Rmt
Rmt
Rmt
Rmt
Rmt
Rmt

63

Public Health Engineering Items

750
800
900
1000
1100
1200

3

Rmt
Rmt
Rmt
Rmt
Rmt
Rmt

11546
12770
15441
18357

12930
14276
17263
20522
21851
25433

Centrifugally cast (Spun) Ductile Iron pressure pies with flanged (welded) ends for water, gas, sewage conforming to IS: 8329/2000 in standard working lengths of 1,2,3, 4, 5 mts for classification K9 with cement mortar lining inside the pipes with outside zinc coating. ratesareex-factory, excluding transportation, taxes & duties.

Nominal Dia in mm
100
150
200
250
300
350
400
450
500
600
700
800
900
1000
1100

100
150
200
250
300
350
400
450
500
600
700
800
900
1000

Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each

Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each

1.0 Mt.
2.0 Mt.
Length
Length
3793
4948
5364
7046
7101
9395
9274
12335
11599
15467
18155
22956
22466
28266
27130
33973
32867
40901
46520
57087
55472
68879
68391
84978
81515
101570
104604
128444
121749
147180
3.0 Mt.
Length
6101
8729
11693
15397
19329
27760
34067
40814
48936
67653
82289
101560
121626
152286

4.0 Mt.
Length
6696
9718
13189
17427
22001
30498
36936
44108
52716
72168
88385
109183
131056
162401
64

Public Health Engineering Items

1100

Each

100
150
200
250
300
350
400
450
500
600
700
800
900
1000
1100
4

Conveyance of Ductile Iron Pressure Pipes and accessories including loading at Factory, un-loading
Class
at site and stacking for the following sizes

SIZE IN MM
100
150
200
250
300
350
400
450
500
600
700
750
800
900
1000
1100
1200
5

Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each

173124
5.0 Mt.
Length
7825
11388
15484
20484
25874
35299
42730
50946
60737
82710
101769
125736
155476
186197
220220

UNIT
Per KM/RMT
Per KM/RMT
Per KM/RMT
Per KM/RMT
Per KM/RMT
Per KM/RMT
Per KM/RMT
Per KM/RMT
Per KM/RMT
Per KM/RMT
Per KM/RMT
Per KM/RMT
Per KM/RMT
Per KM/RMT
Per KM/RMT
Per KM/RMT
Per KM/RMT

K7
0.22
0.33
0.33
0.44
0.66
0.77
0.88
1.10
1.32
1.87
2.75
3.30
5.61
5.61
5.61
5.61
6.00

204955

WELDED
DOUBLE
FLANGED
PIPES

K9
0.22
0.33
0.44
0.55
0.66
0.88
0.99
1.21
1.43
1.87
2.75
3.30
5.61
5.61
5.61
5.61
6.00

K9
0.33
0.44
0.66
0.88
1.10
1.32
1.54
1.87
2.20
2.86
4.18
5.06
8.36
8.36
8.36
-

Supply and Delivery of Polyethylene (PE)Sleeves for
Ductile Iron Pipes used to guard the pipe against corrosion. DIA IN MM
100 MM DIA
150 MM DIA

RMT
RMT

41.00
50.00
65

Public Health Engineering Items

6

200 MM DIA
250 MM DIA
300 MM DIA
350 MM DIA
400 MM DIA
450 MM DIA
500 MM DIA
600 MM DIA
700 MM DIA
750 MM DIA
800 MM DIA
900 MM DIA
1000 MM DIA
1100 MM DIA
Additional price for HAC(high alumina cement motar lining)
DIA IN MM

RMT
RMT
RMT
RMT
RMT
RMT
RMT
RMT
RMT
RMT
RMT
RMT
RMT
RMT

64.00
74.00
81.00
91.00
127.00
127.00
154.00
154.00
200.00
200.00
200.00
227.00
227.00
227.00

RMT
55
100 MM DIA
RMT
73
150 MM DIA
RMT
89
200 MM DIA
RMT
106
250 MM DIA
RMT
114
300 MM DIA
RMT
130
350 MM DIA
RMT
178
400 MM DIA
RMT
178
450 MM DIA
RMT
220
500 MM DIA
RMT
220
600 MM DIA
RMT
282
700 MM DIA
RMT
282
750 MM DIA
RMT
282
800 MM DIA
RMT
322
900 MM DIA
RMT
322
1000 MM DIA
RMT
322
1100 MM DIA
RMT
322
1200 MM DIA
Note: The duties and taxes as applicable shall be added as per rules at the time of preparation of estimate. Price Variation Formula due to Increase / Decrease in the cost of pig iron.
P2=P1+ (R2-R1)/1000*M*0.96, Where
M = Weight of pipe in kg per metre as per I.S.8329-2000.
P2 = Revised rate of pipe in Rs. per Rmt.
P1 = Rate of pipe in Rs. per Rmt. as per above table.
R2 = Price of Pig Iron(Rs per MT excluding CED&ST)) at the time of preparation of estimate.
R1 = Price of Pig Iron(Rs per MT excluding CED&ST) at the time of preparation of SoR =Rs.27,500/-

66

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23. S o R FOR DUCTILE IRON FITTINGS FOR THE YEAR 2014-15
Sl. No.

Description

Unit

1

2
3
Centrifugally cast (spun) Ductile Iron Fittings conforming to IS:9523/2000 having dimensions as per table. The rates mentioned here under are for fittings, zinc coated externally with inside mortar lining (with finishing as per class 13/IS 9523/2000) ( ex-works) Excluding Transportation, Taxes and
Duties etc.

I

DI double socket branch flange Tee
Upto 500 x 500 mm dia
Above 500 x 500 mm dia

Kg
Kg

101.00
113.00

DI All Socket Tees
Upto 300 x 300 mm dia
Above 300 x 300 mm dia

Kg
Kg

101.00
113.00

DI Double socket Tapers (Reducer)
Upto 500 x 450 mm dia
Above 500 x 450 mm dia

Kg
Kg

101.00
113.00

DI Flanged Socket
Upto 500 mm dia
Above 500 mm dia

Kg
Kg

101.00
113.00

DI Flanged Spigot
Upto 500 mm dia
Above 500 mm dia

Kg
Kg

101.00
113.00

DI Double Socket Duck Foot Bend
Upto 300mm dia
Above 300mm dia

Kg
Kg

101.00
113.00

DI Double Flange Duck/Foot bend
Upto 300 mm dia
Above 300 mm dia

Kg
Kg

101.00
113.00

DI All socket Cross.
Upto 300 x 300 mm dia
Above 300 x 300 mm dia

Kg
Kg

101.00
113.00

DI All Flange Tee
Upto 500 x 500 mm dia
Above 500 x 500 mm dia

Kg
Kg

101.00
113.00

DI All Flange Cross
Upto 300 x 300 mm dia
Above 300 x 300 mm dia

Kg
Kg

101.00
113.00

II

III

IV

V

VI

VII

VIII

IX

X

67

Public Health Engineering Items

XI

XII

XIII

XIV

XV

DI Double Flange Reducer
Upto 500 x 450 mm dia
Above 500 x 450 mm dia

Kg
Kg

101.00
113.00

Blank Flange
Upto 500 mm dia
Above 500 mm dia

Kg
Kg

101.00
113.00

Mechanical Joints
Upto 300 mm dia
Above 300 mm dia

Kg
Kg

101.00
113.00

DI Double Socket Bends
Upto 500mm dia
Above 500 mm dia

Kg
Kg

101.00
113.00

DI Double Flanged Bends
Upto 500mm dia
Above 500 mm dia

Kg
Kg

101.00
113.00

Note: The duties and taxes as applicable shall be added as per rules at the time of preparation of estimate. 68

Public Health Engineering Items

24. S o R FOR RUBBER GASKETS SUITABLE FORC.I/ D.I. S/S PIPES
Sl.
No.
1

1

Description

Unit

2
Manufacture as per BIS:12820/89 with S.B.R. Quality Rubber confirming to BIS: 5382/85, supply and delivery of Rubber
Gaskets suitable for C.I/ D.I S/S pipes anywhere in A.P. F.O.R.
Destination departmental stores including cost of material, loading, incidental handling with companies standard packing, transportation, unloading & stacking but excluding central excise duty, sales tax, octroi and other Govt. Levies etc., complete. 80mm dia
100mm dia
125mm dia
150mm dia
200mm dia
250mm dia
300mm dia
350mm dia
400mm dia
450mm dia
500mm dia
600mm dia
700mm dia
750mm dia
800mm dia
900mm dia
1000mm dia

3

Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each

S.S Rates
For
2014-15
4

63
98
117
143
174
194
295
374
408
439
609
722
959
1065
1277
1541
1686

Note: The duties and taxes as applicable shall be added as per rules at the time of preparation of estimate. 69

Public Health Engineering Items

25. S o R FOR CI PIPES AND SPECIALS FOR THE YEAR 2014-15

Sl.
No.

Description

1

2
Manufacture, Supply and Delivery of Cast Iron Pipes and
Fittings (spls.)
Conforming to IS. No. 7181/1986,
5531/1988, 3950/1979 and C.I.D Joints confirming to is
No.8794/1988 at site of work anywhere in A.P. Including, loading, unloading, transportation to site of work stacking at site transit risk and package, excluding taxes and duties.

Quality or sort 3
I.S. No.
7181/1986
5531/1988
3950/1979
&
8794/1988

Rate/ Kg including packing, forwarding, Transit risk and delivery any where in A.P. for the year 2014-15.
Rs.
4

73.70

Foot Note: The rate of CI pipes, CI Specials and CID Joints etc., which are to be incorporated in the SSR are based on the following raw materials cost.
Pig Iron: Rs.27,500/- per M.T.(excluding CED, Tax & Fright)
Coke : Rs.36,570/- per M.T. .(Excluding CED, Tax & Fright)
The rates may be revised depending upon the increase/decrease in the cost of raw materials as per the following method. For every increase/decrease of Rs.1000/- in the cost of raw materials or part there of proportionately.
In respect of Pig Iron: The increase/decrease in cost of CI Specials per Kg is 3.43%.
In respect of coke: The increase/decrease in cost of CI Specials per Kg is 0.67%.
The above price is at site of work , Excise duty, CST/VAT extra as applicable at the time of supply. Note: The duties and taxes as applicable shall be added as per rules at the time of preparation of estimate.

70

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Sl.
No.

1

1

2

26. S o R FOR WATER HAMMER CONTROL DEVICES FOR THE YEAR 2014-15
(Rate Each in Rs.)
TEST PRESSURE
Additional
charges
Description
10
15
25 for 20 Kgs/cm2
Kgs/cm2
Kgs/cm2
Kgs/cm2 Flanged ended valves
2
3
4
5
6
7
Manufacture, supply and delivery of zero velocity valve/ PSLV with CI body with flanged ends as per
AWWA,
ex-factory excluding transportation, central excise duty and sale tax etc., complete.
DIA IN MM
Rate/Each
Rs.
Rs.
Rs.
Rs.
150
70275
82031
86878
95568
200
73417
84428
90762
99836
250
82835
95259
102404
112645
300
93220
107203
115246
126768
Manufacture, Supply and delivery of zero velocity valve/ PSLV with MS
Fabricated Body with Plain ends. as per AWWA, Exfactory excluding transportation,
Central
Excise duty and sale tax etc.
Complete
DIA IN MM
350
400
450
500
525/550
600
650
700
750
800

Rate/ Each

Rs.
99288
109748
127645
147526
158460
177423
198604
231497
256416
312360

Rs.
114180
126209
146793
169653
180138
204035
218467
254772
282094
359217

Rs.
122744
135675
157802
182378
198399
219338
248321
289434
320552
386155

Rs.
135017
149248
173583
200616
218238
241272
268056
312583
346231
424768

Rs.
8603
10373
12396
13410
17330
24722
27957
33396
37494
42251
71

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3

4

900
1000
1050
1100
1200
1400
1500
1600
Manufacture, Supply and delivery of Air Cushion valves / Quick Released damped Air Valves (QRDA) as per AWWA, Ex-factory excluding trasportation,
Central Excise duty and sale tax etc., complete.

371260
450341
454844
573755
690565
1035848
1206940
1231078

426949
450341
454844
650592
759637
1139453
1327622
1354172

450341
450341
454844
709321
865389
1298084
1508641
1538815

504868
625798
658915
780255
932309
1398459
1629199
1661780

DIA IN MM
Rate/Each
100
150
200
Conveyance of valves and accessories including loading at factory and unloading, stacking at site of work.

Rs.
64263
97659
104237

Rs.
73904
112308
119871

Rs.
81293
123538
131860

Rs.
89419
135892
145045

51107
64894
67491
75142
85008
119543
121934
127513

10% on basic cost of valves

Note: The duties and taxes as applicable shall be added as per rules at the time of preparation of estimate.

72

Public Health Engineering Items

27. S o R FOR CAST STEEL VALVES FOR THE YEAR 2014-15.
Sl.No.
1

1

Description

TEST PRESSURES

2
3
Manufacture, Supply and Delivery of
Cast Carbon Steel rising / Non rising spindle sluice valve design standard as per IS:14846/2000 for Water
Supply Scheme with SS Spindle & SS Class-150
Working parts the grade of Cast
Body
Steel for body Bonnet, Dome, Stool 425PSI
Cover, Wedge, Stuffing Box, Gland Seat 300
Thrust Plate, shall be as per IS : 1030
PSI
/ 1989. (The valve shall be used for
PN-20
High pressure schemes & pumping stations) excluding transportation,
Central Excise duty and sale tax etc., complete. ISI Marked
Rate/Each
DIA IN MM
40
50
65
80
100
125
150
200
250
300
350
400
450
500
600
700
750
800
900
1000
1100
1200

Rs.
5729
9440
11814
14169
18897
24235
28354
45794
64454
81420
108570
220547
247206
290831
332031
642251
690723
799784
945201
1211796
1308739
1478390

4

Class-300
Body 1100
PSI Seat
750 PSI
PN-30

5

FOR Enclosed Spur
Gear Arrangement.

Class 150
Rs.
11458
17185
21482
25779
34371
44065
51556
93089
146517
185074
246766
501243
550816
660979
753517

6

Class 300

Rs.

56048
74708
91673
122552
234529
261189
304813
346014
656233
710298
819359
964776
1231370
1328314
1497965

102409
155839
194395
259477
513954
563528
673691
766228

73

Public Health Engineering Items

2

3

Manufacture, Supply and delivery of
Cast Carbon Steel Bolted Cover Non
Return Valve as per IS : 5312 / Part1
/ 1984. Round body heavy duty material spec. As per IS:1030/1989 with SS Hinge & Seat Rings. excluding transportation, Central
Excise duty and sale tax etc., complete. Dia in mm.
Rate/Each Rs.
40
50
65
80
100
125
150
200
250
300
350
400
450
500
600
Manufacture, Supply and delivery of
Cast Steel Multi Door Type Non return Valve as per IS; 5312/ Part II
/ 1984 Heavy duty material spec. as per 1030/1989 with SS hinges & Seat
Rings excluding transportation,
Central Excise duty and sale tax etc., complete. 500
600
700
750
800
900
1000
1100

PN-20
5695
8475
10591
12710
17439
21813
23983
36354
50896
72707
96944
198735
222971
261748
302948

PN-30
10356
15422
19279
23135
30847
39660
43624
79317
132196
165245
220327
451669
506751
594882
688519

PN-20

Rate/Each
440652
550816
660979
815208
1211796
1454154
1586349
1872775
74

Public Health Engineering Items

4

1200
Manufacture, Supply and delivery of
Cast Steel D/F Butter fly Valves conforming to IS; 13095/1991 manually heavy duty Gear operation, excluding transportation, Central
Excise duty and sale tax etc., complete. DIA IN MM
Rate/Each
300
350
400
450
500
600
700
750
800
900
1000

5

1100
1200
1300
1400
1500
1600
1800
2000
Conveyance of valves and accessories including loading at factory and unloading, stacking at site of work.

1894807

PN1.0/1.6

PN-2.5

84104
113138
135950
164752
187795
218902
343330
426282
467758
529972
841043

104843
142171
176273
208532
239639
281115
426282
529972
581817
664769
1048423

1048423
1255803
1682084
1774253
1877944
2189014
2707465
3744366

1359493
1359493
1877944
1981634
2085324
2500085
2914845
4055436

10% on basic cost of valves Note : The duties and taxes as applicable shall be added as per rules at the time of preparation of estimate.

75

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Sl.
No.
1

1

2

28. S o R FOR DI D/F VALVES FOR THE YEAR 2014-15.Rate/Each in Rs.
TEST PRESSURE
Description
PN 10
PN 16
2
Manufacture, supply and delivery of Single
Chamber DI Air Valve with Body and cover in
Ductile Iron of grade SG 400/12 or equivalent grade as per I.S.3896-part2-1985 and subsequent revisions. All internal parts such as float, shell etc., all cover bolts, of stainless steel, and Gaskets and seals of EPDM food grade quality Epoxy powder coating (EP-P) inside and outside colour blue. Drilled as per IS:1538.
DIA IN MM
25 (Screwed End)
32 (Screwed End)
40 (Screwed End)
50
80
100
150
200
300
Manufacture, Supply and delivery of DI D/F
Gate Valves (Soft Seated) Resilient seated soft sealing gate valves (Sluice valves) with body bonnet of ductile cast iron of grade GGG40/ SG
400/12 or equivalent grade as per I.S.3896-part21985 and subsequent revisions, wedge fully rubber lined with EPDM food grade quality and seals of NBR and the valves should be of vacuum tight and 100% leak proof with face to face dimensions as per BS5163-89/IS148462000/DIN 3202 F 4. All the valves should be with
Electrostatic powder coating both inside and outside pocket less body passage. Drilled as per
IS:1538.
DIA IN MM
50
80
100
150
200
250

3

4

5

PN 10
9009
17919
18810
32363
43175
50408
61366
67210
108900

PN 16
9009
17919
18810
32363
43175
50408
61366
67210
108900

41642
43175
57968
70132
78168
119900

PN 10
7747
9922
13088
20607
34244
47429

PN 16
7747
9922
13088
20607
34244
47429

6

PN 25

PN 25
13094
16144
18304
30531
51495
76487
76

Public Health Engineering Items

3

71682
217030
227631
391622
415877
535531

71682
217030
227631
391622
415877
535531

PN 10
82590

PN 16
82590

200

89954

92874

109124

137629

250

104808

107855

126328

192858

300

125059

128741

143595

202507

350

143087

156102

181811

220409

400
450
500
600
700
800
900
1000
1100
1200
1400
1600
1800
2000
2200

180221
197850
199731
261775
516789
560262
732712
918489
1056263
1230671
2644951
3153860
3868391
6608212
9540251

204182
219588
235759
369600
545294
583871
732712
918489

237727
279661
374904
435149
819554
1196170

336972

1230671
2644951
3153860
3868391
6608212
9540251

1937679

300
350
400
450 With By-pass & Gear
500 With By-pass & Gear
600 With By-pass & Gear
Manufacture, Supply and delivery of DI D/F
Butterfly Valves with GGG40/SG 400/12 or
Equivalent grade as per I.S.3896-part 2-1985 and subsequent revisions, Double eccentrically Disc., with renewable soft seal on the disc and Body seat face of stainless steel / nickel weld overlay, with powder or liquid Epoxy coating with minimum thickness of 250 microns applied on both body and disc inside and outside. Face to face dimensions as per AWWA C 504 or BS 5155 or IS:13095. Drilled as per IS: 1538/ISO
DIA IN MM
150

124065
363053
369274
736134
781725
1006636

PN 25
PN 40
85256 113188

416406
456271

1734523

77

Public Health Engineering Items

4

5

Manufacture, Supply and delivery of DI D/F
Swing Check Valves Slanted/Straight seated with metallic, corrosion proof and wear resistant seat faces resilient seat, Body and Disc of ductile cast iron GGG 40/SG Iron 420/12 or equivalent grade as per IS 3896(part2)-1985 and subsequent revisions. All the inside and outside of the body is to be coated with double coating of epoxy liquid.
Drilled as per IS:1538.
Specification and
Dimensions as per I.S 5312 or equivalent codes.
DIA IN MM
100
150
200
250
300
350
400
500
600
700
800

PN 10
32726
54954
83337
91714
114962
135304
164364
208982
313546
452569
565875

PN 16
36362
61060
88295
97269
121800
143424
174194
221634
332395
493551
616721

PN 10
5610
5610
6071
6620
9307
11696
15795
21430
28518
40127
48695

PN 25

PN 40

129492
157270
191459
217786
220520
279496
412024
603279
760709

169494
198726
242572
264795
286762
367792
532563
765019
963725

PN 16
5610
5610
6071
7255
9648
11696
16137
21430
28518
40127
52824

Manufacture, supply and delivery of DI (Ductile
Iron) Wafer Butterfly valves conforming to IS
13095-1991. With hand lever below 150 mm, with
Worm gear for 200 mm and above excluding transportation, CED and taxes etc, completed

DIA IN MM
40
50
65
80
100
125
150
200
250
300
350

78

Public Health Engineering Items

6

7

Manufacture and supply of “Air Release –
Vacuum Break – Surge Alleviation” Valve for potable water. Construction material Cylindrical
Body of Ductile Iron GGG-50/SG-500-7, Three cylindrical Floats of High Density Poly Ethylene.
Baffle Plate, Orifice venture and all construction bolts of stainless steel, coating internally and externally. Electrostatically applied epoxy (1)
Flange connection as per IS 1538, (2) Female
(BSP/NTP Threaded for sizes 25 mm
PN 10
PN 16
PN 25
DIA IN MM
25 mm dia
14814
50 mm dia
47740
47740
80 mm dia
74896
74896
100 mm dia
82583
82583
150 mm dia
169358
169358
200 mm dia
254354
254354
Manufacturer and supply of Metal Seated Gate
Valve Non- Rising Stem with by-pass & gear operated, for water and sewage applications& dimensions confirming to IS 14846-2000.
Material construction Body, Bonnet, Wedge and
Distance Piece of ductile iron GGG-50/SG500/7
DIN1693 or equivalent. Body seat, Wedge seat and Stem nut of Aluminum Bronze BS EN 1982
CC331G/equivalent, Stem of Stainless steel BS
EN 100881.4057 or equivalent. 'O' Seal
Body/Cover is of EPDM food grade Quality.
Fastners is of Steel Sheraplex coated to BS 3692
Gr 8.8 or equivalent. Body and Bonnet internally and externally blue two pack epoxy to WIS 4-5201 Class B. Leakage tested for seat 1.1 PN and body 1.5 x PN. Flange connection as per IS 1538
PN 10
PN 16
DIA IN MM
1372190
1372190
DN700
1734934
1734934
DN800
1961180
1961180
DN 900
2197338
2197338
DN 1000
3403190
3403190
DN 1100
2994069
2994069
DN 1200
NOTE:-All the prices are ex-go down /ex-factory. Excise duty and CST /Local Tax Extra as applicable at the time of supply. Packaging and Transportation extra at 5% on basic cost. The duties and taxes as applicable may be added as per rules at the time of preparation of estimate.
The grade of DI & conformation to specifications shall be certified by a third party Quality
Control Agency approved by indenting authority at the cost of supplier.
79

Public Health Engineering Items

29. S o R FOR SFRC MAN-HOLE FRAME WITH COVERS FOR THE YEAR 2014-15

Sl.No.

Description

Unit

SoR for 2013-14.

1

3

4

a)

2
Manufacture as per BIS:12592 (Part 1&2)
Supply & Delivery of manhole covers and frames with ISI marking anywhere in A.P.,
F.O.R. destination including, loading, unloading & stacking at site but excluding central excise duty, sales tax, octroi and other Govt levies etc., as applicable.
I.S.I Mark
M.D. -10 with 500mm diaclear opening

Each

1543

b)

H.D.-20 with 500mm diaclear opening

Each

1989

C)
d)
e)
f)
g)
h)
i)
j)

H.D.-10with 560mmdia clear opening(New item)

Each

H.D.-20 with 560mm diaclear opening
H.D.-35 with 560mm diaclear opening.
24x24 MD 10
24x18 MD 10
24x24 HD 20
24x18 HD 20
Deviders 0.9 mtr.

Each
Each
Each
Each
Each
Each
Each

1560
2133
2286
1682
1548
1890
1927
3957

Manufacture as per company’s standard specification supply and delivery of encapsulated plastic steps for man holes anywhere in A.P. including cost of materials packing as per company’s standards, loading, transportation, unloading and stacking at site of work etc, complete but excluding taxes such as sales tax, C.E.D and others etc., as applicable.

Each

166

I

II

Rs.

Note: The duties and taxes as applicable shall be added as per rules at the time of preparation of estimate.

80

Public Health Engineering Items

30. S o R FOR CI and M.S. DISMANTLING JOINTS FOR THE YEAR 2014-15
Sl.No.
Description
Unit 2014-15.
2
3
4
1
1

Manufacture, Supply and Delivery of C.I Dismantling Joints with both side flange end suitable for installation in between flange end pipes.
These rates are excluding Excise duty, Taxes and transportation charges etc., complete.

Nominal Dia. In MM
50
80
100
125
150
200
250
300
2

3
Note:

Rs.

Each
Each
Each
Each
Each
Each
Each
Each

4387
4802
6301
8102
8888
12604
15004
24008

Manufacture, Supply and Delivery of M.S. Dismantling Joints with both side flange end suitable for installation in between flange end pipes.
Each
Thickness as per IS: 7322. These rates are excluding Excise duty, Taxes and transportation charges etc., complete

Nominal Dia. In MM
350
56938
400
65245
450
70786
500
84723
600
98586
700
109677
750
112452
800
134633
900
140459
1000
168248
1100
182138
1200
209924
1300
237707
1400
266032
1600
293872
1800
348005
2000
433076
Conveyance of joints and accessories including loading at factory
5% on basic cost and unloading, stacking at site of work.
The duties and taxes as applicable shall be added as per rules at the time of preparation of estimate.
81

Public Health Engineering Items

31. OTHER ITEMS FOR THE YEAR 2014-15

Sl.
No.

Description

Unit

S.S. Rates for 2014-15.

1

2

3

4

1

SUPPLY AND DELIVERY OF PIG LEAD 99.99
%
PURE
INCLUDING
TAXES
AND
CONVEYANCE ETC., COMPLETE.

Per Kg

2

SUPPLY AND DELIVERY OF LEAD WOOL
BEST QUALITY INCLUDING TAXES AND
CONVEYANCE ETC., COMPLETE.

Per Kg

3

SUPPLY AND DELIVERY OF SPUN YARN OF
BEST QUALITY INCLUDING TAXES AND
CONVEYANCE ETC., COMPLETE.

Per Kg

128

4

SUPPLY AND DELIVERY OF RUBBER
PACKING
INCLUDING
TAXES
AND
CONVEYANCE ETC., COMPLETE.
a) 3 mm thick
b) 6 mm thick

Per Kg
Per Kg

103
103

SUPPLY AND DELIVERY OF BOLTS AND
NUTS
WITH
DOUBLE
WASHERS
INCLUDING TAXES AND CONVEYANCE
ETC., COMPLETE. (1/2" TO 1")

Per Kg

123

5

319

168

82

Public Health Engineering Items

32. S o R FOR RUBBER RINGS SUITABLE FOR
SWG PIPES FOR THE YEAR 201-15
Sl.
No.

Description

Unit

S.S Rates
For
2014-15
4

2
3
Manufacture Supply of Rubber Rings made with EPDM
Rubber Rings (seals according to EN681 AND ASTM 425) suitable for SWG pipes confirming to IS No.651/1992 any where in A.P , For including cost of materials, loading,
1
unloading , handling with company standard packing , transportation, unloading and stacking but excluding central excise duty and other taxes etc complete. The Rubber Rings shall be tested at the factory premises confirming to I.S
No.651/1992
100 mm dia
Each
150 mm dia
Each
200 mm dia
Each
230 mm dia
Each
250 mm dia
Each
300 mm dia
Each
350 mm dia
Each
Note: The duties and taxes as applicable shall be added as per rules at the time of preparation of estimate.
1

53
80
120
146
186
213
253

83

Public Health Engineering Items

33. S o R FOR TRENCH LESS TECHNOLOGY WITH PIPE JACKING METHOD
FOR THE YEAR 2014-15
S.S Rates
Sl.
Description
Unit
For
No.
2014-15
2
3
4
1
Railway crossing/Road crossing/Canal crossing by adopting trenchless technology tunneling work through specialized pipe jacking method by erecting the equipment to true to the alignment and gradient, by hydraulic pipe jacking technique complete including tunneling, excavation in all types of soils
1
including hard rock and construction of RCC chambers suitable to casing pipe pits, and conveyance charges of machinery and other required materials but excluding cost of encasing pipe, in co-ordination with the concerned authorities as per approved drawings and directed by the Engineer-in –
Charge.
800 mm dia
Rmt
26000
900 mm dia
Rmt
27300
1000 mm dia
Rmt
28600
1100 mm dia
Rmt
29900
1200 mm dia
Rmt
31200
1300 mm dia
Rmt
32500
1400mm dia
Rmt
35100
1500 mm dia
Rmt
39000
Note: The duties and taxes as applicable shall be added as per rules at the time of preparation of estimate.

Sd/-

Sd/-

//ATTESTED//
EXECUTIVE ENGINEER (P.H)

84

Annexure

LATEST G.O. ON SEIGNORGE CHARGES

138

Annexure

Copy of
GOVERNMENT OF ANDHRA PRADESH
ABSTRACT

Mines and Minerals - Amendments to Rule 10 of the Andhra Pradesh Minor Mineral
Concession Rules, 1966 - Orders - Issued.
----------------------------------------------------------------------------------------------------------INDUSTRIES AND COMMERCE (M.I) DEPARTMENT

G.O.Ms.No.198.

Dated:13.08.2009

Read the following:
1. G.O.Ms.No.217, Industries & Commerce (M-I) Dept., dated 29-09-2004.
2. From the Director of Mines & Geology, File No.25395/MR/ 2007, Dated:29.9.2007.
3. G.O.Ms.No.104, Ind. & Com. (M.I) Department, dt.15.5.2009.
***
ORDER :
The following notification will be published in the Extra-Ordinary issue of the Andhra
Pradesh Gazette dated 13.8.2009.
2. This order shall come into force with immediate effect.
NOTIFICATION
In exercise of the powers conferred by sub-section (1) of section 15 of the Mines and Minerals
(Development & Regulation) Act,1957 (Central Act 67 of 1957), the Governor of Andhra
Pradesh hereby makes the following amendments to the Andhra Pradesh Minor Mineral
Concession Rules, 1966 issued in G.O.Ms.No.1172, Industries and Commerce(M-I) Department, dated 04-09-1967 and subsequently amended from time to time.
AMENDMENTS
In the said rules, Under Rule 10 for Schedules I and II the following shall be substituted, namely
:
“SCHEDULE -I
RATES OF SEIGNIORAGE FEE
Sl.No.
Name of the Minor Mineral
Unit
Rate of Seigniorage Fee
(in Rupees)
1
2
3
4
1
Building Stone
M3/MT
Rs.50/33
(Rupees Fifty /Thirty Three)
2
Rough Stone/Boulders
M3/MT
Rs. 50/33
(Rupees Fifty /Thirty Three)
3
3
Road Metal & Ballast
M /MT
Rs. 50/33
(Rupees Fifty /Thirty Three)
139

Annexure

3(a)
4

Dimensional Stone used for Kerbs & Cubes
Limekankar / Limestone

5
6

Lime Shell
Marble

MT
M3/MT

7
8

MT
M3/MT

10
11
12

Mosaic Chips
Muram/Gravel &
Ordinary earth
Ordinary sand/Sand manufactured from Boulders useful for Civil construction
Shingle
Chalcedony Pebbles
Fullers Earth/Bentonite

13

Shale/Slate

MT

14
15
a(i)

Rehmati
Limestone slabs
Colour

MT

9

MT
MT

M3
M3
MT
MT

(ii)

White
-

(iii)

Black
-

16

Ordinary clay, Silt and Brick Earth used in the manufacture of Bricks including Mangalore tiles

--

17. Granite Useful for Cutting:
140

Rs.88/(Rupees Eighty Eight)
The rate of Royalty as applicable to limestone (other than L.D. Grade) in respect of
Major Mineral as per the 2nd
Schedule of the Mines and
Minerals (D&R) Act, 1957.
Rs.88/- (Rupees Eighty Eight)
Rs. 165/66 (Rupees One hundred and Sixty Five/Sixty
Six)
Rs. 44/- (Rupees Forty Four)
Rs. 22/14 (Rupees Twenty
Two/ Fourteen)
Rs. 40/- (Rupees Forty)

Rs. 17/- (Rupees Seventeen)
Rs. 33/- ( Rupees Thirty Three)
Rs. 110/- (Rupees One hundred and Ten) and Rs.44/- (Rupees
Forty Four)
Rs. 110/- (Rupees Hundred and
Ten )
Rs. 17/-(Rupees Seventeen )
Rs. 7/- (Rupees Seven) per Sq.
Mt. or Rs. 88/-(Rupees Eighty
Eight) per MT whichever is higher Rs. 5/-(Rupees Five)per Sq. Mt. or Rs. 55/-(Rupees Fifty Five) per MT. whichever is higher
Rs. 4/- (Rupees Four) per Sq.
Mt. or Rs. 44/- (Rupees Forty
Four) per Mt. whichever is higher Rs. 3850/- (Rupees three thousand eight hundred and fifty only) per kiln per annum for Bricks and Tiles

Annexure

(Rates in Cubic Metre)

Item

Black Granite
Galaxy Variety
(a)

(b)

(c)

(d)

Black Granite other than Galaxy
Variety

Colour Granite
Srikakulam Blue,
Indian aurora of
Nizamabad Dist.,
Leptinites of Coastal
Dists., Black pearl of
Praksam and Guntur
Dists.
Colour Granite of other varieties

Super
Gang Saw above 300
CMX 180
CM. Size
Rs. 3300/(Rupees
Three
Thousand
Three
hundred)
Rs. 2475/(Rupees Two thousand Four hundred and Seventy
Five only)
Rs. 2475/(Rupees Two thousand Four hundred and Seventy
Five only)

RS.1,925/(Rupees One thousand Nine hundred and Twenty
Five only)

Mini Gang
Saw above
270 Cm X
150 Cm. & less than 300
Cm X 180
Cm Size
Rs. 2625/(Rupees Two thousand Six hundred and twenty five only) Rs.2000/(Rupees Two thousand only)

Rs.2000/(Rupees Two thousand only)

Rs. 1625/(Rupees One thousand Six hundred and
Twenty five only) 141

Below 270
Cm.
X 150 Cm. size Below 75
Cm.
Size

Rs. 2475/(Rupees Two thousand Four hundred and
Seventy Five only) Rs.1,925/(Rupees One thousand Nine hundred and
Twenty Five only) Rs.1925/(Rupees One thousand Nine hundred and
Twenty Five only) Rs. 1100/(Rupees One thousand One hundred only)

Rs.1650/(Rupees One thousand Six hundred Fifty only) Rs.825/( Rupees
Eight
hundred and
Twenty Five only) Rs.825/(Rupees Eight hundred and
Twenty Five only) Rs.825/(Rupees Eight hundred and
Twenty Five only) Annexure

SCHEDULE –II
RATE OF DEAD RENT
(PER HECTARE PER ANNUM)
Sl.
No.
01
02

Name of the Minor Mineral
Black Granite
Colour Granite

Rate of Dead Rent per hectare per Annum
Rs.55,000/- (Rupees fifty five thousand only)
Rs.44,000/- (Rupees forty four thousand only)
Rs.27,500/- (Rupees twenty seven thousand and five hundred only)

Limestone other than classified as Major Minerals used for Lime burning for building construction purposes, Marble, Boulders, Building Stone
Including Stone used for Road Metal, Ballast
Concrete and other Construction purposes, Shale,
Slate and Phyllites, Mosaic Chips, Fuller’s
Earth/Bentonite & Dimensional Stones used for cubes & kerbs,
Gravel, Morrum, Shingle, Limestone Slabs used for
Rs.16,500/- (Rupees
04
Flooring purposes Limekankar, Chalcedeny pebbles sixteen thousand and five used in the building purposes Limeshell for burning hundred only) used for building purposes and Rehmatti.
NOTE:-1) The above rates are liable to be revised and amended from time to time by the State
Government by notification in the Andhra Pradesh Gazette.
2) In case of revision, the revised rates as fixed by Mines and Geology Department have to be adopted.
03

142…...

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