SSR 2007-08

GOVERNMENT OF ANDHRA PRADESH

COMMON STANDARD SCHEDULE OF RATES

FOR ALL ENGINEERING DEPARTMENTS

FOR THE YEAR 2007-2008 (Effective from 1st June, 2007)

BOARD OF CHIEF ENGINEERS

Office of the Engineer-in-Chief (I.W.)I & CAD Dept., Errum manzil, Hyderabad.

Procs.No.ENC/IW/P&M/EE3/DEE10/AE/13305/07 , dt: 13 - 7 - 2007.

Sub:- Common SSRs for all Engineering Department works for the year 2007-08 – approved- Printing & Communication of SSRs – Reg.,

Ref:- 1. G.O.Ms.No.94, I & CAD Dept., dt:1-07-2003. 2. E-in-C( Admn & Roads) Lr. No.15710/DEE/AEE2/MC/2000 Dt.2.6.07 3. E-in-C(PH) Lr.No.146/SSR/2007-08/Vol-1/T1/2007 Dt.12.06.07 4. Commissioner, labour department Lr.No:J2/4066/2007,dt: 18-04-2007.

5.Minutes of BOCEs meeting for Common S S R s held on dt: 5 -7 - 2007. 6.Minutes of Sub-Committee meeting held on dt: 07 -07 - 07

-o0o-The common SSR for the year 2007-08 is approved based on the following.

The Engineer-in-Chief (Admn & Roads), R&B Department has furnished draft

proposals for common materials and conveyance rates of materials vide ref 2nd cited, and

proposed hire charges of machinery and plant as a supplementary item.

The Engineer-in-Chief, Public health Department has furnished Public Health

Work Items and Public Health material rates vide ref 3rd cited.

The regional Superintending Engineers of Irrigation Circles of Dowlaiswaram,

Chittoor & Hyderabad have furnished draft rates of Common materials & work items and

Conveyance rates of Materials of their region., i.e., Andhra , Rayalaseema and

Telangana regions respectively.

The labour rates are obtained from the Commissioner, labour department vide the

reference 4th cited.

Based on the proposals, the draft common SSR for the year 2007-08 was

reviewed and finalized in the annual Board of Chief Engineers meeting held on 5 -7–07

and Sub-Committee meeting held on 07-07-07.

One hard copy & compact disc containing common S.S. Rates are

communicated. No other items other than the items communicated by this Office shall

be introduced in the SSR

The Heads of Department /Regional superintending Engineers of Irrigation & CAD

Dept mentioned below are authorized to print the Common S S R. The unauthorized

printing & selling of the Common SSR is strictly prohibited.

The revised rates will come into force from 1st June of 2007.

The receipt of the proceedings may be acknowledged.

Sd/ B.S.N.Reddy13/7/07Engineer-in-Chief (I.W.)Chairman, BOCE (S.S.R)

ToThe Superintending Engineers of Irrigation Circles of Dowlaiswaram, Chittoor and Hyderabad.Copy along with Enclosures to 1) Engineer-in-Chief (Admn & Roads.)., Roads & Buildings Department.2) Engineer-in-Chief (P.H.), Public Health Department.3) Engineer-in-Chief (P.R.), Panchayath Raj Department.4) Chief Engineer (Buildings), R&B Department.

Common SSR 2007-08

I N D E X

Sl. No. Description

Page No.

From To

1 Preamble 1 6

2 Labour Rates 7 10

3 Common Material &work Items 11 24

4 Building , Sanitary& Water Supply Items 25 25

5 Public Health Items 26 95

6 Conveyance Rates of Materials 96 102

7 Hire Charges 103 106

8 Annexure 107 111

Common SSR 2007-08

PREAMBLE

Common SSR 2007-08 1

Preamble

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 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 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 and Horsely hills in Chittoor District, 30% extra over the basic rates of labour component is allowed.

d) For works located inside Tirumala Temple, allow 20% extra over the rate for Tirumala Hills.

B) JAIL COMPOUNDS:

15% 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 10 Kms belt of Industrial area of, Jeedimetla, Lingampally, Ibrahimpatnam 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, Narapally of Karimnagar District, Hindupur, Tadipatri, Anantapur, Guntakal, Rayalcheruvu, Yadiki of Anantapur District and Adoni, Dhone, Cement Nagar, Nandyal, Kurnool, Yemmiganur & Bethamcherla of Kurnool District ,Anakapally of Vishakhapatnam District.

D) AGENCY / TRIBAL AREAS :

a) 20% extra allowed for the works located with in the interior Agency / Tribal limits, i.e. for the works located with in & upto16 KMs from any all weather route inside Agency / Tribal.

b) 30% extra allowed for the works located with in the interior Agency / Tribal limits, i.e. for the works located beyond 16 KMs from any all weather route inside Agency / Tribal.


Preamble

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 IMPORTATION OF LABOUR AND LABOUR AMENITIES:

Maximum 13% towards LI & LA will be allowed only in the case of works where the labour component i.e. excluding cost of material such as cement and steel works out to more than Rs. 20.00 lakhs on the basis of certificate of Executive Engineer that the labour available is not adequate and that labour has to be imported for executing the work, subject to approval of the Chief Engineer in terms of G.O.Ms.No.7 Finance (Works & Projects) Dept Dt 20-6-2005.

Note:1) Extra percentage towards labour importation and labour amenities where necessary, is admissible in addition to other percentage allowed:

3.0 WATER LEADS:

The following labour is allowed for conveyance of water for every ½ Kilometer lead or part there of over the initial lead of ½ kilometer.

a) Cement concrete : 1.5 Women Mazdoor / Cum.b) Masonry : 1.0 Woman Mazdoor/ Cum.c) Plastering : 0.5 Woman Mazdoor/ 10 Sq.m

Note:- For Water leads of over 2 KMs, specific approval of Chief Engineer concerned is necessary.

4.0EXCAVATION OF TRIAL TRENCHES, TRIAL PITS AND EXCAVATION IN RESTRICTED PLACES: -

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


Preamble

A. TRIAL TRENCHES :

1) Trial trenches of not more than 2 metres in width…25% extra

B. TRIAL PITS :

1) Up to 2 Metres depth … 25% extra2) 2 Metres to 4 Metres depth … 50% extra3) 4 Metres to 6 Metres depth … 75% extra4) 6 Metres to 8 Metres depth … 100% extra5) 8 Metres to 9 Metres depth … 150% extra6) More than 9 Metres depth … 200% extra

II) EXCAVATION IN RESTRICTED PLACES:-

I) Foundation of Buildings … 75% extra

II) For pipe lines where the depth is less … 75% extra than 1.5 times the width

III) For pipe lines where the depth is … 120% extra 1.5 times or more than the width

IV) Silt removal in restricted areas such … 120% extra U. T’s., Culverts and Syphons.

V) Excavation of field channels … 75% extra

VI) For narrow trenches not more than 2 meters in width and depth not less

than twice the width and for excavation … 75% extra of road boundary drains, model sections of canals.

VII) High berm cutting of not more than … 50% extra 150 mm average thickness and sectioning for roads

Note: 1) The extra percentage is allowed over S. S. 20 B rate for corresponding soil. 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.

2) The above extra percentages in respect of excavation in restricted places are not to be allowed in respect of items involving blasting component which may be taken as 1/3 of the cost.

5.0Proportion of First class and 2 nd class workmen under Skilled Labour:

30% of the skilled labour provided in the data may be taken as 1st Class and the remaining 70% as 2nd Class.

6.0A) Cement Concrete proportion and requirement of coarse

aggregate etc., for 1 cum (unit ) of finished work:

I) For Cement concrete proportions (1:4:8), (1:5:10) etc., 0.92 cum. of coarse aggregate shall be adopted and the quantity of mortar required calculated proportionately in each case.


Preamble

II) For cement concrete proportions (1:5:8), (1:6:10) etc., 0.90 cum.

of coarse aggregate shall be adopted and the quantity of mortar required calculated proportionately in each case.

B) Requirement of Cement for stone masonry per unit ( one cum.) of finished work:

I) C. R. Masonry 1st Sort 0.28 Cum. of Cement Mortar.II) C. R. Masonry 2nd Sort 0.32 Cum. of Cement Mortar.III) R. R. Masonry 0.34 cum. of Cement Mortar.

Note:- In massive walls above 3 Mts. thick 0.40 cum. of cement mortar shall be allowed.

7.0 Revetment and apron works:

I) The size of stone for the volume range ( 0.015 to 0.030 Cum) shall not be less than (0.30 X 0.30 X 0.15 to 0.30 X 0. 225 X 0.225m)

II) The size of stone for the volume range (0.011 to 0.015 Cum) shall not be less than (0.30 X 0.225 X 0.15 to 0.225 X 0.225 X 0. 225 m)

III) The rate of labour component as per the standard data book is to be adopted for revetment work only. However for apron work Rs. 2.50 per cum. should be deducted.

IV) For the labour for the “Rock Toe” shall be taken as 2/3rd

of the labour charges of revetment as Chief Engineer, Circular No. P3/ OT2/ T3/ 65167/78, Dt: 19.03.1980.

8.0 Deep cuts:

Deep cuts are defined as reaches of canal where excavation in all soils is for a depth of excavation 6m and more. The following increase over normal rates is permitted in deep cuts on a graded basis.

I) Up to 6 m excavation: The S. S. R. of corresponding classification of earth work excavation is applicable.

II) Beyond 6 m and up to 9 m excavation - 9% extra

III) Beyond 9 m and up to 12 m excavation - 12% extra

IV) Beyond 12 m and up to 16 m excavation - 15% extra

V) Beyond 16 m and up to 30 m excavation - 20% extra

VI) Beyond 30 m excavation - 40% extra

NOTE : 1) The extra percentage is only on basic rate. 2) The above percentage are not applicable for “LEADS & LIFTS”. 3) The above extra percentages are to be allowed only on items excluding the blasting component which may be taken as 1/3 of the rate.

9.0 The conveyance of bitumen for bulk and packed may be admitted as follows:

Packed --- Rs. 1.75per Km/ MTBulk --- Rs. 1.50 per Km/ MT (round the trip)


Preamble

10.0 SEIGNIORAGE CHARGES :

Seigniorage charges for materials as fixed by the Government in G.O.Ms.No.217(industries and commerce department), dated 29. 9.2004 may be added in the data of rates in the estimate. In case of revision, the revised rates as fixed by Mines and Geology Department have to be adopted.

11.0 EARTH WORK EXCAVATION BY MACHINERY:

Excavation in all soils up to SDR & Stone matrix with machinery within a radius of 5 m i.e. cut and dump – Basic rate for SS 20B Rs : 13.00 / cum

NOTE:-I) The machinery rate for earth work excavation should be adopted for more than 1000 cum quantity as per G. O. Ms. No. 134 Dated: 25.11.2002. (Irrigation & COD).

II)The machinery rates for earth work excavation for soil classification should be adopted as per G.O. Ms. No 10 Dated : 26.07.2005 Finance(works & Projects) Dept. The machinery rates for soil classification from Extracts of the above G.O are as follows.(The machinery rates for earth work excavation should be adopted for 1000 Cum or more.)

1. Excavation of all soils upto SDR Rs: 13.00/Cum

2. Excavation in H.D.R-I & II Rs: 19.50/Cum

3. Excavation in F & F rock Rs: 43.50/Cum

4. Excavation of Hard rock and boulders Rs: 87.00/ Cum of more than 3 Cum in Size requiring

blasting by machinery.

Note: The machinery rates for above items are to be adopted as per Government orders issued from time to time.

III) The earth work excavation by machinery Rs: 6.50 /cum - rehandling(second operation)


LABOUR RATES

Labour Rates

RATES OF LABOUR

Sl. No.

S.S. Item No.

Description Unit (per)

S S RATE FOR

2007-08

1 2 3 4 5 (A) Skilled Workmen First Class

1 1 a Mason and stone Cutter Day 180.00

2 b Brick Layer Day 180.00

3 c Carpenter Day 180.00

4 d Painter Day 180.00

5 e Plumber Day 180.00

6 f Welder Day 180.00

7 g Fitter Day 180.00

8 h Electrician Day 180.00

9 I Cook Day 180.00

10 2 Mechanic Day 180.00

11 3 Rigger Day 180.00

12 4 Rigger Syrang Day 180.00

13 5 Well Sinker Day 180.00

14 6 Blaster Day 180.00

15 7 Tipper and Heavy Vehicle Driver above 12 T Day 190.00

16 Tanker and Medium Vehicle Driver (7.5 T to 12 T) Day 170.00

17 Tanker and Light Vehicle Driver up to 7.5 T Day 155.00

18 Wagon Drill Operator upto 7.5 T Day 190.00

19 8 Lorry and Heavy Vehicle Driver above 12 T Day 190.00

20 Road Roller Driver ( 7.5 T to 12 T) Day 170.00

21 Road Roller Driver up to 7.5 T Day 155.00

22 9 Tractor Driver above 12 T Day 190.00

23 Tractor Driver ( 7.5 T to 12 T) Day 170.00

24 Tractor Driver upto 7.5 T Day 155.00

Operator

25 10 Pan Mixer Day 180.00

26 Concrete mixer Day 180.00

27 Vibrator Day 180.00

28 Compressor Day 180.00

29 Jack Hammer Day 180.00

30 Driller Day 180.00

31 Boring Maistry Day 180.00

32 11 Pump Operator Day 180.00


Labour Rates

Sl. No.

S.S. Item No.


S S RATE FOR

2007-08

1 2 3 4 5

33 12 Turner Grade-I Day 180.00

34 13 Wireless Operator Day 190.00

35 14 Assistant Wireless Operator Day 160.00

36 15 Jeep Driver Day 155.00

37 16 Work inspector with I.T.I qualification Day 180.00

38 17 Work Inspector with LCE,LME,L.E.E Qualification Day 210.00

39 18 Work Inspector with B.E ( Civil, Mechanical and Electrical qualification)

Day 300.00

40 19 Work Inspector with Non-technical qualification SSLC/SSC/HSC Day 160.00

41 20 Mason Spl. Grade for Mossaic and Polished shahabad stone floor

Day 180.00

42 21 Computer Operator Day 200.00

(B) SEMI-SKILLED WORKMEN

SECOND CLASS

43 1 a Mason Day 160.00

44 b Brick Layer and Stone Cutter Day 160.00

45 c Carpenter Day 160.00

46 d Painter Day 160.00

47 e Plumber Day 160.00

48 f Blacksmith Day 160.00

49 g Welder Day 160.00

50 h Fitter Day 160.00

51 I Electrician Day 160.00

52 2 Caulker Day 160.00

53 3 Barbender Day 160.00

54 4 Tinker Day 160.00

55 5 Sawyer Day 160.00

56 6 Brick-Moulder Day 160.00

57 7 Pot-tile turner Day 160.00

58 8 Pan -tile turner Day 160.00

59 9 Brick and Lime Kiln man /Glazzer Day 160.00

60 10 Telephone Operator Day 160.00

61 11 Hand Driller Day 160.00

62 12 Quarry man Day 160.0063 13 Hammer man Day 160.0064 14 Thatcher Day 160.0065 15 Fireman Day 160.0066 16 Cleaner/Helper Day 160.00


Labour Rates

Sl. No.

S.S. Item No.


S S RATE FOR

2007-08

1 2 3 4 567 17 Stone Packer Day 160.0068 18 Jawali Day 160.0069 19 Ex-Service man/Goorkha watchman Day 130.0070 20 Ratton worker Day 160.0071 21 Mate Day 160.00

(C) UNSKILLED WORKMEN

72 1 Head mazdoor(Mukaddar) Day 130.00

73 2 Man mazdoor Day 130.00

74 3 Watch man Day 130.00

75 4 Picottah man Day Deleted

76 5 Woman Mazdoor Day 130.00

77 6(a) Casual labour on loading & Un-loading operations Day

78 6(b) Helpers/Cleaners/Sweepers/Scavangers/Choukidaars/Security Guards/Office Boys

Day

79NOTE: Whenever unskilled workmen are engaged for cleaning of Sewers & Septic Tanks, they may be paid double of the above wages.

(D) OTHER CONVEYANCE ITEMS

80 1 Single bullock with driver and cart Day 175.00

81 2 Bullock pair with driver Day 175.0082 3 Bullock pair with driver and cart Day 190.00

83 4 Bullock pair with driver and cart with Pneumatic tyres Day 235.00

84 5 Bullock pair with driver and kapila Day Deleted

85 6 Nava with crew Day 170.0086 7 Punt thundal Day 140.0087 8 Punt lascar Day 140.00

88 9 Punt boy lascar Day Deleted

Note: - 1)The wage should not be less than the minimum wages of schedule of employement, 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 limits only.


COMMON MATERIAL

AND WORK ITEMS


Comman Materials and work Items

RATES OFCOMMON MATERIALS&WORK ITEMS

Sl. No

S.S. Item No.

Description UnitSS Rate

For2007-08

1 2 3 4 5

(A) STONE AND ROAD MATERIALS

ROUGH STONE QUARRIED INCLUDING WEDGING, BREAKING,BURNING, SPLITING AND STACKING

89 22.a For R.R Masonary Work (other than Granite, Dolomite and Trap

1 cum 116.00

90 b.I For SS Revetment work 225 mm 1 cum 62.00

91 b.ii For SS Revetment work 300 mm 1 cum 82.50

92 b.iii For SS Revetment work450 mm 1 cum 99.00

93 C Jeddy Stone above 450 mm to 600 mm 1 cum 136.00

94 d I. Laterite for revetment 225 mm 1 cum 85.00

95 d II. Laterite for revetment 300 mm 1 cum 99.00

96 d.iii Granite for SS revetment 225 mm 1 cum 102.00

97 d.iv Granite for SS revetment 300 mm 1 cum 118.00

Note:- Only when other granite is not available

98 E Laterite for masonry 1 cum 99.00

99 F Cyclopean stones above 0.2 cum 1 cum 183.00

100 G For R.R.Masonry works ( granite, dolamite and trap variety

1 cum 135.00

101 NOTE:- For items 22(a) to 22© and 22(g) add extra Rs /cum, wherever quarrying is done by blasting 1 cum 58.00

COURSED RUBBLE STONE QUARRYING WEDGING, BREAKING, BURNING AND SPLITTING INCLUDING STACKING FOR SS FIRST SORT WORKS

102 23.a Granite, dolamite and trap 1 cum 190.00

103 B For other varieties 1 cum 132.00

104 27 Granite stone slabs for culverts, lintels and copings (3 faces dressed coarsed rubble masonary)

1 cum 1225.00

105 NOTE: - For items 23(a), 23(b) and 27 add extra Rs. Per Cum, wherever quarrying is done by blasting

1 cum 60.00

106 28 Bond stones ( 600 x 200 x 200 mm ) each 20.00

107 B Chainage stones and Centre line stones (750x150x150xmm)

each 26.00

29 (a) Kilometers stones ( 1100 x 370 x 250 mm) each deleted

B 5th Kilometers stones ( 1520 x 520 x 250 mm) each deleted

30 (a) Hectometers stones ( 900 x 200 x 200 mm) each deleted

108 31 Demarcation Stones ( 900 x 150 x 150 mm) each 50.00

109 32.a Guard Stones ( 1200 x 200 x 200 mm ) each 75.00

110 B Guide Stones ( 800 x 150 x150 mm ) each 50.00

111 C Carving letters and figures in stone up to 100 mm size each 4.00



Sl. No

S.S. Item No.


For2007-08

1 2 3 4 5

112 D Carving letters and figures in stone above 100 mm size each 5.30

HARD BROKEN STONE OF GRANITE, TRAP AND DOLERITE FREE FROM DUST OBTAINED BY QUARRYING, WEDGING, BREAKING, BURNING AND SPLITTING INCLUDING STACKING.

113 33.a - do - 6mm size (SS 5) 1 cum 330.00114 b - do - 10mm size (SS 5) 1 cum 430.00115 c - do - 12mm size (SS 5) 1 cum 530.00116 d - do - 20mm size (SS 5) 1 cum 650.00117 e - do - 25mm size (SS 5) 1 cum 640.00118 f - do - 40mm size (SS 5) 1 cum 385.00119 g - do - 50mm size (SS 5) 1 cum 300.00120 h - do - 60mm size (SS 5) 1 cum 275.00121 I - do - 65mm size (SS 5) 1 cum 250.00122 j - do - 75mm size (SS 5) 1 cum 200.00

123 k - do - 75 to 100mm size (SS 5) 1 cum 160.00

124 NOTE:- (1) Add extra Rs. /- per cum for items 33 (a) to 33 (k) if the metal is obtained by blasting

60.00

125 (2) Add 25% extra per cum if the metal is obtained by machine crushing excluding cost of blasting.

25%

126 (3) Deduct Rs. /- per cum if the metal or rubble is obtained from surface stone and boulders. 7.00

127

(4) Add Rs. /- per cum for selection of stones and boulders from excavated spoil dumps for items 33 a to 33 k, when this addition of Rs. /- per Cum is allowed, deduction of Rs. /- per Cum mentioned under Note (3) above should invariably be made.

13.00 7.00

SOFT BROKEN STONE SCREENED AND FREE FROM DUST INCLUDING STACKING

128 33.l - do - 40 mm size ( SS 5 ) 1 Cum 82.50129 33.m - do - 50 mm size ( SS 5 ) 1 Cum 73.50130 33.n - do - 60 mm size ( SS 5 ) 1 Cum 58.50131 33.o - do - 65 mm size ( SS 5 ) 1 Cum 52.00132 33.p - do - 75 mm size ( SS 5 ) 1 Cum 49.00

HARD BROKEN STONE OF GRANITE TRAP DOLERITE AND DOLAMITE FREE FROM DUST OBTAINED BY QUARRYING WEDGING, BREAKING, BURNING AND SPLITTING INCLUDING STACKING (QUARTZITE AND BASALT WITH AGGREGATE IMPACT OF LESS THAN 20)

133 a)

33a -do- 2.36 mm to 5 mm size ( IRC and MORTH) 1 cum 180.00

b) b -do- 5 mm to 7 mm size ( IRC and MORTH) 1 cum 330.00

134 c -do- 9.5 mm to 11.2 mm size ( IRC and MORTH) 1 cum 430.00

135 d -do- 12mm to 14 mm size ( IRC and MORTH ) 1 cum 530.00

136 e -do- 19 mm to 22 mm size ( IRC and MORTH ) 1 cum 650.00

137 f -do- 25 mm to 27 mm size ( IRC and MORTH ) 1 cum 640.00



Sl. No

S.S. Item No.


For2007-08

1 2 3 4 5

138 g -do- 40 mm to 45 mm size ( IRC and MORTH ) 1 cum 385.00

139 h -do- 50 mm to 55 mm size ( IRC and MORTH ) 1 cum 300.00

140 i -do- 60 mm to 63 mm size ( IRC and MORTH ) 1 cum 275.00141 j -do- 65 mm size ( IRC and MORTH ) 1 cum 250.00142 k -do- 75 mm size ( IRC and MORTH ) 1 cum 200.00

143 1NOTE:- Add extra Rs. /- per cum for items 33 (a) to 33 (j) if the metal is obtained by blasting 1 cum 60.00

144 2 Add 25% extra per cum if the metal is obtained by machine crushing excluding cost of blasting.

1 cum 25%

145 3 Deduct Rs. /- per cum if the metal or rubble is obtained from surface stones and boulders

1 cum 7.00

146 4

Add Rs. /- per cum for selection of stones and boulders from excavated soil dumps for items 33 (a) to 33 (k), when this addition of Rs. /- per cum allowed deduction of Rs. /- per cum mentioned under note (3) above should invariably be made

1 cum 13.00 7.00

HARD BROKEN STONE OTHER THAN GRANITE SUCH AS QUARTZ, QUARTZ-NAPA AND BASALT SCREENED AND FREE FROM DUST INCLUDING STACKING

147 33.q - do - 10 mm size (SS 5) 1 Cum 265.00

148 -do- 9.5 mm to 11.2 mm size ( IRC and MORTH ) 1 Cum 265.00149 r - do - 12 mm size (SS 5) 1 Cum 248.00150 -do- 12mm to 14 mm size ( IRC and MORTH ) 1 Cum 248.00

151 S - do - 20 mm size (SS 5) 1 Cum 201.00

152 -do- 19 mm to 22 mm size ( IRC and MORTH ) 1 Cum 201.00

153 T - do - 25 mm size (SS 5) 1 Cum 198.00

154 U - do - 40 mm size (SS 5) 1 Cum 117.00


156 V - do - 50 mm size (SS 5) 1 Cum 103.00


158 33.w - do - 65 mm size (SS 5) 1 Cum 98.00

159 -do- 60 mm to 65 mm size ( IRC and MORTH ) 1 Cum 98.00160 X - do - 75 mm size (SS 5) 1 Cum 81.00161 - do - 75 mm size ( IRC &MORTH) 1 Cum 81.00162 Y - do - 75 to 100 mm size (SS 5) 1 Cum 64.00163 - do - 75 to 100 mm ( IRC& MORTH) 1 Cum 64.00

OTHER ITEMS INCLUDING STACKING

164 33.z1 Laterite 40 to 75 mm ( ring) 1 Cum 70.00165 z2 kankar, hard broken kankar 40 to 75 mm ( ring ) 1 Cum 52.50

166 z3 Soling stone of 150 mm size of granite, trap and Dolamite varieties.

1 Cum 65.50



Sl. No

S.S. Item No.


For2007-08

1 2 3 4 5

167

NOTE:- (1) Add extra for items to 33(z3) Rs /- Per cum, wherever quaring is done by blasting. (2) Wherever controlled blasting is resorted to the Chief Engineer concerned shall approve the observed data in support of SS item No. 22 a to 22 c , 22g, 23

1 Cum 60.00

168 z4 Soling stone of 150 mm size other than granite variety 1 Cum 46.00

169 z5 Soling Stone laterite, Kankar 150mm, surface stone 1 Cum 28.00

170 z6 Field picked metal unbroken 20 mm size 1 Cum 38.00

171 z7 - do - 25 mm size 1 Cum 30.00

172 z8 - do - 40 mm size 1 Cum 33.50

173 z9 - do - 50 mm size 1 Cum 30.00

174 z10 - do - 60 mm size 1 Cum 25.00

175 z11 - do - 80 mm size 1 Cum 18.00

176

NOTE:- Add Rs. /- Per Cum for selection of stone and boulders from excavated spoil dumps for items 33 (Q) TO 33 Z , when this addition of Rs. /- per Cum is allowed, deduction of Rs. /- per Cum should invariably be made towards the metal or rubble if it is obtained from surface stone and boulders.

13.00 7.00

177 34 Gravel including stacking 1 Cum 48.00

178 35 a Quarry rubbish 1 Cum 20.50

B HBG Stone Chips 2.36mm and below 1 Cum 101.00

179 36.a Sand for mortar, ceiling coat including washing screeening etc.,

1 Cum 89.00

180 B Sand for filling and blindage 1 Cum 37.00

181 37 Clay for puddle and masonry Items 38 (a) to 39 (h) As per local prevailing rates based on compititive quotations.

1 Cum 22.50

(C) LIME AND CEMENT

182 40 to 41(c )

As per local prevailing

rates based on

competitive rates.

183 42 Cement excluding cost of empty cement bags Metric Tonne

4300.00

NOTE: (1) The rate is material at site ( No conveyance charges to be allowed) 2)As per the rates applicable to the District. 3) Least of the (1) and (2 ) above may allowed 4) The price of cement will be reviewed and fixed quarterly and rates will be communicated separetely.

184 42.a Labour for mixing cement mortar 1 Cum 22.50

185 B Mixing of cement mortar by machine 1 Cum 39.50

186 C Grinding lime mortar or Surkhi mortar 1 Cum 67.00

187 D Shell lime slaked and screened 1 Cum 671.00



Sl. No

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For2007-08

1 2 3 4 5

188 E White cement 1 Kg. 17.00

(D) MORTARS

18943 to

45 Items 43 to 45

Rates have to be worked out

based on standard

data.

(E) METAL AND IRON WORKS

190 Mild steel rods 6mm dia.One

Metric Tonne

32175.00

191 Mild steel flatsOne

Metric Tonne

29850.00

192 Mild Steel, Structural Steel, I.e., Angles, Channels and I sections.

One Metric Tonne

31900.00

193 High Yield Strengh Deformed BarsOne

Metric Tonne

30850.00

194 Mild steel platesOne

Metric Tonne

36000.00

NOTE: (1) The rate are inclusive of sales tax. 2)As per the rates applicable to the District. 3) Least of the (1) and (2 ) above may allowed 4) The prices of steel will be reviewed and fixed quarterly and rates will be communicated separately.

III RATES OF WORKS

(A) CLEARING SITE

195 1.a Clearing heavy Jungle 1 Sqm 1.70

196 B Clearing light Jungle 1 Sqm 1.60

197 C Clearing Scrub Jungle 1 Sqm 1.60

198 DClearing Juliflora (Prosafis) jungle including up-rooting and removing of Juliflora stumps. 1 Sqm 2.90

199 2.a.I Cutting and removing Palmyrah trees including stacking of girth 30 to 100 cm.

Each 24.00

200 Ii - do - 100 to 200 cm. Each 38.40

201 2.b.I Uprooting and removing Palmyrah stumps including stacking of girth 30 to 100 cm.

Each 26.80

202 Ii - do - 100 to 200 cm. Each 42.00

203 2.c.ICutting and removing date trees including stacking of girth 30 to 100 cm Each 16.30

204 Ii - do - 100 to 200 cm Each 25.20

205 d.I Uprooting and removing stumps of date trees including stacking of girth 30 to 100 cm.

Each 16.30



Sl. No

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1 2 3 4 5

206 Ii - do - 100 to 200 cm Each 21.90

207 e I Cutting and removing other kindof trees including stacking of girth 30 to 100 cm

Each 21.90

208 Ii - do - 100 to 200 cm Each 34.20

209 iii - do - above 200 cm Each 56.60

210 f.I Uprooting and removing stumps of other kind of trees including stacking of girth 30 to 100 cm.

Each 16.30

211 Ii - do - 100 to 200 cm Each 23.20

212 iii - do - above 200 cm Each 32.00

213 3.a Uprooting and clearing prickly pear jungle 1 Sq.m 1.50

214 B - do - under 2.5 meters height including burning and burrying as directed.

1 Sq.m 2.00

215 C - do - over 2.5 meters height including burning and burrying with an initital lead of conveyance

1 Sq.m 2.50

216 4.a

Removing of natchu, goobi, thooti etc., from drains, channels including clearance if not more than 1 metre depth of water with an initial lead of 10 metresand lift of 2 metres.

1 Sq.m 1.30

217 b.I Clearing alchi, tilla 1 Sq.m 2.50

218 b.ii Removal of Jammu 1 Sq.m 1.30

219 c.I Removal of imponea, cornea 1 Sq.m 2.50

220 c.ii Removal of water hyacinth upto 30 cm thick. 1 Sq.m 2.70

221 c.iii - do - more than 30 cm thick 1 Sq.m 3.70

222 D Removal of natchu, goobi, thooti etc., for every extra lead or lift over the initial lead or lift.

1 Sq.m 0.80

(B) DISMANTLING

5DISMANTLING, CLEARING AWAY AND CAREFULLY STACKING MATERIALS USEFUL FOR REUSE.

223 n.(i) Dry rough stone revetment for aprons and stacking within 40 metres

1 cum 30.00

(C) QUARRYING AND BLASTING

224 6 Blasting and removing hard granite measured in solid 1 cumcovered

under earth work item

7 Drilling holes in hard granite or sheet rock

a) Manually ( Hand)

225 I) 20 mm dia meter 1 RM 76.00

226 ii) 25 mm dia meter 1 RM 82.00

227 iii) 36 mm dia meter 1 RM 92.50

b) Pneumatic Compressor



Sl. No

S.S. Item No.


For2007-08

1 2 3 4 5

228 I) 20 mm dia meter 1 RM 85.50



8Grouting the holes with neat cement slurry excluding cost of steel

231 I) 20 mm dia meter 1 RM 54.50



(D) EARTH WORK

234 NOTE:- 1. Standard Specification No.20-A requires breaking clods,ramming and sectioning of spoil bank etc.,

235 2. Standarad Specification No.20-B does not require that three items of work detailed above, but does require neat banking in accordance with the standard specification.

236 3. A separate rate for these three items of work will not be necessary where the earth work is executed under the standard specification No. 20-A.

236a Allowances for Excavation and Forming Embankment:

(I) Top soil removal - upto 5%

(ii)Consolidation allowance to Proctor's Density - 10%

(iii)Shrinkage Allowance - 2 to 2.5%

(iv)Wastage- 1%

(v)Allowance for removal of boulders - Nil

236b Conveyance by Lorries not applicable to head leads

(vi) Clay 25%

loamy,Red Earth,Gravel,Homogeneous soils- 18%

(vii) Allowance for compaction and Shrinkage- 12 to 12.5%

EARTH WORK EXCAVATION AND DEPOSITING ON BANK WITH AN INITIAL LEAD OF 10 METRES AND AN INITIAL LIFT OF 2 METRES IN CASE OF HEAD LEAD ONLY.

237 8.a Sand or loose soils wet sand not under water, silt in canals,channels and drains SS 20-A.

1 cum 22.50

238 B - do - 20-B 1 cum 23.50

239 9.a Loamy and Clayey soils like black cotton soils, red earth and ordinary gravel SS 20-A.

1 cum 37.00

240 B - do - 20-B 1 cum 33.50

241 10.b Slushy soil and silt clearance upto 0.60 metres depth SS 20-B

1 cum 37.00



Sl. No

S.S. Item No.


For2007-08

1 2 3 4 5242 11.b Clayey Soil in wet and slushy condition SS 20-B 1 cum 38.50243 12.a Hard Gravelly Soils SS 20-A 1 cum 38.50244 B - do - SS 20-B 1 cum 36.00

245 13.aMixture of gravel and soft disintegrated rock like shales ordinary gravel, stoney earth and earth mixed with fair sized boulders SS 20-A

1 cum 40.50

246 B - do - 20-B 1 cum 37.00

247 14 Soft disentigrated rock ( removable by pick axes and crow bars)

1 cum 43.50

248 15 Stone matrix 1 cum 45.00

249 16Hard disintegrated rock or soft rock or conglomerate rock etc., removable by pick axes and crow bars 1 cum 59.00

250 17 Hard disintegrated rock or soft rock or conglomerate rock and Hard lime kankar requiring partial blasting.

1 cum 78.00

251 18.a.I Fissured and fractured rock and boulders upto 3 cum in size requiring blasting including stacking

1 cum 131.00

252 a.ii - do - Stacking is not done 1 cum 126.00

253 18.b.I Excavation of Nandyal Slabs more than 3 cum in size requiring blasting including stacking

1 cum 162.00

254 b.ii - do - Stacking is not done 1 cum 156.00

255 19.a.I Hard rock and boulders more than 3 cum in size requiring blasting including stacking

1 cum 291.00

256 a.ii - do - Stacking is not done 1 cum 276.00

a.iii Hard rock and boulders more than 3 cum in size wherever quarrying is done by controlled blasting.

1 cum 364.00

a.iv - do - Stacking is not done 1 cum 349.00

257 19.b Benching, chiselling, wedging and boring in rock in foundation grade levelling.

1 cum 401.00

FOR ALL SOILS, SOFT DISINTEGRATED ROCK AND STONE MATRIX (ITEM N0s 8-b to 15 ABOVE )

258 20.a.I Extra for every additional 10 metres lead or part there of over the initial lead for the first 3 extra leads

1 cum 1.50

259 Ii -do- from 4 th extra lead to 6 th extra lead 1 cum 2.50260 iii -do- from 7 th extra lead to 9 th extra lead 1 cum 3.60

FOR HARD DISINTEGRATED ROCK (ITEM 16 TO 17 ABOVE )

261 20bi (Extra for every additional 10 metres lead or part there of) over the initial lead for the first 3 extra leads

1 cum 2.50

262 Ii Extra for every additional 10 mtrs. Lead or part there of from 4 th extra lead to 6 th extra lead

1 cum 4.00

263 iii -do- from 7 th extra lead to 9 th extra lead 1 cum 5.50

FOR FISSURED AND FRACTURED HARD ROCK AND BOULDERS ETC., (ITEM 18 & 19 a ABOVE)

264 20.c.I (Extra for every additional 10 metres lead or part there of) over the initial lead for the first 3 extra leads

1 cum 4.00

265 Ii Extra for every additional 10 mtrs. Lead or part there of from 4 th extra lead to 6 th extra lead

1 cum 6.60

266 iii -do- from 7 th extra lead to 9 th extra lead 1 cum 7.30

FOR ALL SOILS, SOFT DISINTEGRATED ROCK AND STONE MATRIX (ITEM N0s 8-b to 15 ABOVE )



Sl. No

S.S. Item No.


For2007-08

1 2 3 4 5

267 21.a.I Extra for every additional 1 metre lift or part there of over the initial lift for the first 3 extra lifts

1 cum 1.50

268 Ii Extra for every additional 1 mtrs. lift or part there of from 4 th extra lift to 6 th extra lift

1 cum 2.40

269 iii -do- from 7 th extra lift and above 1 cum 3.70

FOR HARD DISINTEGRATED ROCK (ITEM 16 & 17 ABOVE )

270 21.b. I Extra for every additional 1 metres Lift or part there of over the initial lift for first 3 extra lifts

1 cum 2.40

271 ii Extra for every additional 1 mtrs. lift or part there of from 4 th extra lift to 6 th extra lift

1 cum 3.60

272 21.b.iii -do- from 7 th extra lift and above 1 cum 5.40

FOR FISSURED AND FRACTURED, HARD ROCK AND BOULDERS ETC.(ITEM 18 TO 19 a ABOVE)

273 21.c.I Extra for every additional lift of 1 metre or part there of over the initial lift for the first 3 extra lifts

1 cum 4.80

274 ii Extra for every additional lift of 1metre or part there of over from 4th extra lift to 6 th extra lift

1 cum 6.00

275 iii -do- from 7 th extra lift and above 1 cum 7.90

276 Note: The lift charges mentioned in SS item Nos 21a,21 b, and 21c under (D) Earth work are applicable to delifts also.

277 22.aAdd to relevant SS 20-A rates for new tank bunds, closing breaches, road formation and embankments for extra watering and consolidation by stone roller upto 1 tonne.

1 cum 2.40

278 B - do - with stone roller 2 tonnes or cattle treading 1 cum 4.10

b(I)

Add to relevant SS 20-A rates for new tank bunds, closing breaches, road formation and embankments for extra watering and consolidation by pneumatic tampers at 90% proctor's density.

1 cum 4.60

279 C

Add to relevant SS 20-A rates for new tank bunds,closing breaches, road formation and embankments for extra watering and consolidation of proctor's density with 8 to 10 tonne power roller including watering and conveyance of water for initial lead of 1/2 Kilometer

1 cum 24.00

280

Note: The element of Hire charges is Rs 51.76 per 10 cum corresponding to the hire charges of 8 to 10 Tonne power roller fixed at Rs. 2200 /- per day of 8 hours. The rate shall be increased when the element of hire charges increases for item No. 22 c above,if the roller is lent to the contractor at a rate of Rs 275/- per hour (I.e) Rs 2200 /- per day of 8 hours may be effected.)

281 22.d Extra for every additional 1/2 km lead for water over the initial lead of 1/2 Km for consolidation of banks .

1 cum 2.50

282 23.a Benching old embankment slopes 0.45 x 0.45 metres. 1 RM 1.50

283 23.b Puddle wall work 1 cum 39.00

284 24Turfing slopes including watering for 3 months with initial lead for conveyance of water and grass for 1 hectometre. 1 Sq.m 16.50



Sl. No

S.S. Item No.


For2007-08

1 2 3 4 5

285 25Refilling with the excavated sand complying with the standard specifications for filling foundations 1 cum 12.50

286 26.aRefilling with the excavated soils ( other than sand) complying with the standard specifications for filling foundations.

1 cum 8.40

287 BTrimming of slopes of embankments and depositing the soils on the top of the bank. 1 cum

50% of earth work

excavation of similar

classification

288 C Ploughing 1 Sq.m 0.50

(E) CONCRETE AND (G) STONE MASONRY

289 SSI NOS 31a to 39 and SSI Nos. 60 to 87

Rates have to be worked based on

standard data

290 Note:

291 1. Add for vibrating concrete 1 cum 38.50

292 2. Add for machine mixing of concrete. 1 cum 37.50

293 3.Add where the power is available for operating the mixer, the rate is,

1 cum 24.50

294 A I White washing and colour banding for guard and guide stones including cost of materials

each 4.90

295 B I Screening sand and gravel 1 cum 4.80

296 B 2 Screening chips and metal 1 cum 10.20

297 C 1 Removing and refixing Hectometre or Demarcation stones

each 6.20

CENTERING CHARGES

298 L 1 Centering charges for culvert slabs and other structures of 3 mts. span and above

1 cum 829.00

299 L 2 Centering charges for bed blocks and culvert slabs and other structures of less than 3 mts. span.

1 cum 679.00

CENTERING CHARGES FOR MINOR AND MAJOR BRIDGE WORKS

300 L3 For mass concrete piers, abutments and steining well curbes, well caps etc.,

1 cum 601.00

301 L 4For RCC piers, abutments, wing wall, steining, well curbs, well caps etc., 1 cum 750.00

302 NOTE:- The rates under L3 and L 4 are applicable to Roads and Buildings and Irrigation structures up to 2 metres width

303 L 5 For RCC deck slabs 1 cum 1430.00

304 L 6 For RCC beams 1 cum 1807.00

305 L 7 For RCC hand rails 1 cum 1987.00

306 L 8 For CC pavements, wearing coats, approach, slabs, guide stone, J. M. stone etc.,

1 cum 143.00

N Laying and fixing RCC Hume pipes in position



Sl. No

S.S. Item No.


For2007-08

1 2 3 4 5including lifting, aligning etc., complete with (fixing ) collars for the following diametres of pipes but excluding cost of materials ( NP2 Class )

307 N 1 250 mm diameter 1 Rm 14.50

308 N 2 300 mm diameter 1 Rm 19.50

309 N 3 450 mm diameter 1 Rm 26.50

310 N 4 600 mm diameter 1 Rm 42.00

311 N 5 750 mm diameter 1 Rm 52.50

312 N 6 800 mm diameter 1 Rm 62.50

313 N 7 1000 mm diameter 1 Rm 70.00

314 N 8 1200 mm diameter 1 Rm 88.00

315 Note:- For NP3 class 50% extra over the rates of NP2. Class may be allowed.

(S ) ROAD WORK ITEMS

PICKING OLD METALLED SURFACE TO DEPTH OF 40 TO 100 mm SPREADING OLD METAL AND NEW METAL SECTIONING INCLUDING EDGEBUNDS AND SUBGRADE ROLLING, SPREADING METAL INCLUDING BLINDAGE OFGRAVEL WATERING WITH AN INITIAL LEAD OF 2 HECTOMETERS AND HAND ROLLER ( 1.5 TO 2 TONNES) ROLLING ETC., INCLUDING BARRICADING, DIVERSION OF TRAFFIC AND WETTING THE NEW CONSOLIDATION FOR A FORTNIGHT COMPLETE

( For a compact thickness )

1 (I ) HARD METAL

316 A 40 mm thickness 10 sqm 47.00317 B 50 mm thickness 10 sqm 49.50318 C 75 mm thickness 10 sqm 55.00319 D 100 mm thickness 10 sqm 59.00

1 (ii ) ( For compact thickness of soft metal )

320 A 50 mm thickness 10 sqm 37.00321 B 75 mm thickness 10 sqm 42.00

322 C 100 mm thickness 10 sqm 46.50

323 2 Picking 5 to 100 mm old metalled surface and sectioning 10 sqm 17.50

324 3 Picking gravelled surface 25 mm deep and levelling and sectioning

10 sqm 5.00

325 4 Picking the existing B.T. surface and removal of chips 10 sqm 18.50



Sl. No

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For2007-08

1 2 3 4 5

326 5

Picking old metalled surface to a depth of 40 to 100 mm and spreading metal including watering with an initial lead of 2 Hectometres and rolling with power rollers watering and spreading gravel for blindage and power roller rolling including hire chages of power roller( 8 to 10 T ) barricading and diversion of traffic and wetting the new consolidation for a fortnight(for compacted thickness of )

HARD METAL

327 5 (a) 40 mm thick ness 10 sqm 119.00

328 (b) 50 mm thick ness 10 sqm 135.00

329 (c ) 75 mm thick ness 10 sqm 149.00

330 (d ) 100 mm thick ness 10 sqm 159.00

331 (e) 150 mm thick excluding hire charges 10 sqm 287.00

Spreading gravel watering with an initial lead of 2 hectometres and power roller ( 8 to 10 T ) rolling excluding hire charges of power roller and barricading etc., ( for a compact thickness of )

332 6a 50 mm thickness 10 sqm 22.00

333 B 75 mm thickness 10 sqm 29.00

334 C 100 mm thickness 10 sqm 46.50

335 D 150 mm thickness 10 sqm 52.50

336 7aBlinding the road surface 6 mm thick with gravel or sand available at site after remaining loose stones including watering.

10 sqm 1.30

337 B -do- without watering 10 sqm 1.20

338 8a Blinding the road surface 6 mm thick with gravel or sand dug from road site including watering.

10 sqm 2.40

339 B -do- without watering 10 sqm 1.90

340 Spreading gravel sand including watering and roller rolling ( for compacted thickness of )

341 9a -do- 6mm to 20 mm thick 1 cum 33.50

342 B -do- from 20 to 25 mm thick 1 cum 29.00

343 C -do- from 25 to 40 mm thick 1 cum 27.50

344 D -do- from 40 to 50 mm thick 1 cum 25.50

345 10Picking 50 to 100 mm Old metalled surface, spreading metal and blindage watering tamping for patch repairs ( labour only )

10 sqm 24.00

346 11 Picking old metalled surface 50 to 100 mm deep spreading gravel watering and tamping (labour only)

10 sqm 12.00

347 12 Levelling ruts and tamping gravelled roads 10 sqm 2.90

348 13 Levelling ruts and tamping metalled roads 10 sqm 5.10



Sl. No

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For2007-08

1 2 3 4 5

349 14 Spreading gravel or sand including watering and rolling with hand roller irrespective of thickness in layer

10 cum 203.00

350 15(i)Carrying for water for WBM consolidation metal and blindage of 40 to 150 mm thickness for every one hectometre beyond initial lead of 2 hectometres

10 sqm 2.90

(ii)

Rate towards the cost of water to be consumed for Cement Concrete Roads(including curing) under Greater Hyderabad Municipal Corporation limits only, subject to issue of certificate by the concerned Executive Engineer incharge of the work that water required for the work is to be purchased from other source.

1 Sqm 8.00

351 Gelatin(For MORTH data,for works of state & national high ways only)

Per Kg 50.00

352 Electric Detonators(For MORTH data,for works of state & national high ways only)

each 2.00

353 Hot applied thermoplastic compound(For MORTH data,for works of state & national high ways only)

Per Litre 169.00

354 Reflectionising glass beads of 2 mm thick(For MORTH data,for works of state & national high ways only)

Per Kg 56.00

355 Road marking paint confirming to IS 164(For MORTH data,for works of state & national high ways only)

Per Kg 141.00

BAILING OUT WATER CHARGES FOR CD & CM WORKS (WHEREVER REQUIRED)

356 I 14 For earth work excavation for foundations below low water level

1 cum 100.00

357 I 15 For cement concrete for foundation below low water level 1cum 100.00

358 n Labour charges for laying filters with coarse aggregate. 1 cum 40.00

359 o Labour charges for laying filter with sand. 1 cum 19.00


BUILDING , SANITARY

ANDWATER SUPPLY

ITEMS

(The S.S. Rates will be finalized by the Committee constituted vide G.O.Rt.No.471 T.R & B(R1) Department Dated 20-4-2007)


PUBLIC HEALTH ITEMS


Public Health Items

PUBLIC HEALTH ITEMS

S.No. Description UnitSS Rate

for2007-08

1 2 3 4

1 RATES OF LABOUR (SKILLED WORKMEN)

1. Caulkar Per Day

As per Common SSR

2. Plumber 1st Class Per Day

3. Plumber 2nd Class Per Day

4. Sewer Cleaner Per Day

5. Well Sinker Per Day

6. Pipe line Fitter 1st Class Per Day

7. Pipe line Fitter 2nd Class Per Day

8. Pump Driver Per Day

9. Bore Mechanic Per Day

10. Light Vehicle Driver Per Day

Note:The rate at relevant item in common SSR is applicable for occasional employment

2 RATES FOR EARTH WORK :

a.Earth work excavation in all soils for pipe lines, for drainage and water supply, where the depth is 1.5 times more than the width.

As Per Common SSR b.

Earth work excavation in all soils for pipe lines, for drainage and water supply, where the depth is less than 1.5 times the width.

c. Earth work excavation in all 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 1.5 times more than the width, in places where there is no habitation.

As Per Common SSR

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.

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

e.Cutting rock for works other than pipe lines trenches by hammers, nuckles and chisels including stacking.

f. For controlled blasting at restricted places

As per Common material and work items (i.e. item no. 19a.iii & iv of S.No.256)


Public Health Items


for2007-08

1 2 3 4NOTE :- 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. C.I. Pipes/D.I. Pipes and fittings Per Tonne 64.20

b. A.C. Pipes & Specials Per Tonne 53.60

c. Stoneware pipes & Specials Per Tonne 53.80

d. P.V.C. Pipes and fittings Per Tonne 52.90

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.



c. Stoneware pipes & Specials Per Tonne 73.40

6

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. P.V.C. Pipes and fittings Per Tonne 72.40

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

7

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.



8. a.

Lowering the C.I. Pipes, D.I. Pipes and fittings with S/S ends carefully into the trenches and laying them true to alignment and gradient including all sundries, but excluding conveyance from source of supply as per BIS No.3114/85.DIAMETER OF PIPE : (S/S Pipes) in mm :

80 Per Metre 14.40

100 Per Metre 14.40

125 Per Metre 14.40

150 Per Metre 14.40


Public Health Items


for2007-08

1 2 3 4180 Per Metre 16.60

200 Per Metre 18.60

225 Per Metre 19.80

250 Per Metre 21.00

300 Per Metre 27.10

350 Per Metre 48.70

380 Per Metre 49.30

400 Per Metre 51.50

450 Per Metre 60.10

500 Per Metre 64.80

530 Per Metre 73.70

560 Per Metre 80.70

600 Per Metre 86.10

650 Per Metre 89.20

680 Per Metre 94.70

700 Per Metre 104.80




1000 Per Metre 203.30

1100 Per Metre 241.60

1200 Per Metre 283.40

8. b.

Lowering the C.I. Pipes, D.I. Pipes and fittings with flanged ends carefully into the trenches and laying them true to alignment and gradient including all sundries, but excluding conveyance from source of supply as per BIS No.3114/85.

DIAMETER OF PIPE : (D/F Pipes) in mm :80 Per Metre 17.60

100 Per Metre 17.60

125 Per Metre 17.60

150 Per Metre 18.40

180 Per Metre 18.80

200 Per Metre 20.60

225 Per Metre 22.00

250 Per Metre 23.40

300 Per Metre 29.90

350 Per Metre 53.60

380 Per Metre 55.20

400 Per Metre 59.30

450 Per Metre 65.90

500 Per Metre 68.90


Public Health Items


for2007-08

1 2 3 4530 Per Metre 76.90

560 Per Metre 82.70

600 Per Metre 90.10

650 Per Metre 92.40

680 Per Metre 99.90





1000 Per Metre 228.50

1100 Per Metre 268.10

1200 Per Metre 312.40

9. a.

Jointing the C.I. / DI Pipes & fittings with S/S ends excluding cost of jointing materials such as lead or lead wool and hemp yarn but including sundries such as cost of fuel for melting lead, filling with water, with a water lead upto 500 m and testing to required pressure etc, complete as BIS No.3114/85

DIAMETER OF PIPE : (S/S Pipes) in mm :

80 Each Joint 46.80

100 Each Joint 50.20























Public Health Items


for2007-08

1 2 3 41000 Each Joint 558.50



9. b.

Jointing the C.I. Pipes, D.I. Pipes & fittings with Rubber Gasket, excluding the cost of the gasket but including all sundries filling with water with a water lead upto 500 m and testing to required pressure etc., complete as per BIS No.3114/85.DIAMETER OF PIPE : in mm :

80 Each Joint 43.30


























10

Jointing the C.I. Pipes, fittings and valves with flanged ends excluding cost of jointing materials such as bolts, nuts, rubber insertion, white lead and including filling with water with a water lead upto 500 m and testing to required pressure etc., comp as per BIS No.3114/85.DIAMETER OF PIPE : in mm :80 Each Joint 55.10


Public Health Items


for2007-08

1 2 3 4100 Each Joint 58.70

























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 mts as per BIS No. 783/85 Per every 25mm dia

Per Metre 8.90

11b

Lowering the RCC S/S pipes carefully into the trenches, laying them true to the alignment and gradient, jointing with rubber rings and testing including filling with water with a water lead upto 500 metres excluding cost of rubber rings as per BIS No.783/85 per every 25 mm dia

Per Metre 5.50

12

Laying, jointing of G.I. / PVC/HDPE pipes and specials/fittings including excavation upto 0.5 m depth in all soils except rock requiring blasting and re-filling trenches after laying and jointing pipes.

A G.I. PIPES :


Public Health Items


for2007-08

1 2 3 4DIA in mm 50 Per Metre 14.8040 Per Metre 14.8032 Per Metre 13.7025 Per Metre 13.7020 Per Metre 12.3015 Per Metre 12.30

BPVC/HDPE pipes as per BIS No.7634 part-III/75 for PVC and BIS No.7634 part-II/75 for HDPE pipes.

DIA in mm 50 Per Metre 13.7040 Per Metre 13.7032 Per Metre 12.5025 Per Metre 12.5020 Per Metre 11.50NOTE :- (i) The above rates are applicable for the works in District only.(ii) If the depth of excavation is more than 0.5 m separate rates to be worked out.

S.No. Description Unit S S Rate for 2007-08

1 2 3 4 5 6 7


Public Health Items

13

Lowering & laying AC pressure pipes in ready made trenches true to alignment and gradient including all sundries but excluding conveyance from source of supply, as per BIS No.6530/72. Dia of Pipes in mm.

Class 10 Class 15 Class 20 Class 25

80 Per Metre 2.65 2.65 2.99 3.68

100 Per Metre 3.34 3.57 4.49 5.52

125 Per Metre 4.26 4.60 5.75 7.25

150 Per Metre 5.29 6.56 8.17 10.24

200 Per Metre 8.28 10.93 13.80 17.60

250 Per Metre 10.70 13.80 17.71 22.31

300 Per Metre 13.92 19.32 25.07 31.97

350 Per Metre 17.14 23.69 30.71 38.64

400 Per Metre 21.16 30.82 40.14 49.80

450 Per Metre 25.53 36.23 47.96 60.15

500 Per Metre 31.51 44.97 58.77 73.83

600 Per Metre 44.16 63.83 83.15 106.03


Public Health Items


for2007-08

1 2 3 4

14

Jointing AC pressure pipes with AC couplings or CID joints complete with Rubber Rings including filling with water with a water lead upto 500 m and testing to required pressure, etc., complete but excluding cost of jointing materials and conveyance of pipes from source of supply as per B.I.SDIA of Pipes in mm.

80 Each Joint 30.20100 Each Joint 42.10125 Each Joint 42.10150 Each Joint 48.00200 Each Joint 48.00250 Each Joint 54.90300 Each Joint 54.90350 Each Joint 71.60400 Each Joint 71.60450 Each Joint 83.50500 Each Joint 83.50600 Each Joint 95.30

15

Lowering and laying in ready made trenches true to alignment and gradient, jointing and testing of stoneware pipes excluding cost of jointing materials such as cement mortar and hemp yarn as per BIS No. 4127/83.

DIA of Pipes in mm . 100 Per Metre 22.40150 Per Metre 28.20200 Per Metre 31.40225 Per Metre 32.90250 Per Metre 37.60300 Per Metre 43.10400 Per Metre 48.10450 Per Metre 64.50

16

Lowering, laying, jointing & testing to Hydraulic Field test pressure including cost of water with minimum water lead of 500 M (Labour charges only) for PVC pipes excluding the cost of jointing materials. DIA of Pipes in mm .

63 Per Metre 7.90

75 Per Metre 8.40

90 Per Metre 8.50

110 Per Metre 9.10

125 Per Metre 9.50

140 Per Metre 9.80

160 Per Metre 10.10


Public Health Items


for2007-08

1 2 3 4180 Per Metre 10.60

200 Per Metre 11.30

225 Per Metre 11.80

250 Per Metre 12.30

280 Per Metre 12.90

315 Per Metre 13.60

16 (a)

Lowering, laying, jointing & testing to Hydraulic Field Test pressure including cost of water with minimum water lead of 500 mts (labour charges only) for HDPE pipes excluding the cost of jointing materials.

Outer Dia of pipes in MM

63 Per Metre 18.2075 Per Metre 20.1090 Per Metre 22.10110 Per Metre 25.50125 Per Metre 30.60140 Per Metre 33.00160 Per Metre 36.00180 Per Metre 39.10200 Per Metre 42.20225 Per Metre 46.00250 Per Metre 49.80280 Per Metre 54.40315 Per Metre 108.10355 Per Metre 120.40400 Per Metre 134.20450 Per Metre 149.50NOTE:- For item 9 to 16 the element of testing charges is to be considered as 20% of the combined rate for laying, jointing and testing. This 20% shall be released only after satisfactory testing of the pipe line to the required pressure.

17

Labour charges for lowering and keeping in position of C.I. Sluice valves, reflux valves and scour valves. Dia of Valve in mm.80 Each 23.20

100 Each 30.60

125 Each 40.10

150 Each 47.40

200 Each 87.70

250 Each 118.60


Public Health Items


for2007-08

1 2 3 4300 Each 179.60

350 Each 309.00

400 Each 379.00

450 Each 496.30

18 a.

Labour charges for fixing Air Valves including boring the mains, threading the bore and fixing nipple etc., complete. Dia of Air valve in mm.

25 Each 63.60

40 Each 72.90

50 Each 77.10

65 Each 82.10

80 Each 90.20

100 Each 105.90

125 Each 164.10

150 Each 179.40

18 b.

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. Dia of Air Valve in mm .25 Each 63.30

40 Each 72.60

50 Each 76.60

65 Each 81.80

80 Each 89.80

100 Each 105.50

125 Each 163.40150 Each 178.60

19Labour charges for fixing fire hydrants excluding cost of jointing materials.

65 mm Each 72.20

80 mm Each 89.90

20

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. Dia of Pipes in mm.80 Per Metre

Observed data only

100 Per Metre125 Per Metre150 Per Metre180 Per Metre200 Per Metre


Public Health Items


for2007-08

1 2 3 4225 Per Metre250 Per Metre300 Per Metre350 Per Metre400 Per Metre450 Per Metre500 Per Metre600 Per Metre

21

Uprooting of RCC pipes including breaking the collars, loosening the joint, scraping the pipes, hoisting and keeping within a lead of 10 m but excluding earthwork excavation and refilling.

Per Metre observed data only

22Removing GI/PVC/HDPE pipes and specials/ fittings and clearing.Dia of Pipes in mm

50 Per Metre 50% of data of laying & jointing of

GI/ PVC/ HDPE pipes and fittings of relevant PH item.

40 Per Metre30 Per Metre25 Per Metre20 Per Metre15 Per Metre

23Cutting C.I./ DI Pipes without water in mains.Dia of pipes in mm.80 Each cut 34.70

100 Each cut 34.70

125 Each cut 34.70

150 Each cut 34.70

180 Each cut 39.70

200 Each cut 39.70

225 Each cut 39.70

250 Each cut 57.20

300 Each cut 57.20

350 Each cut 79.60

380 Each cut 87.30

400 Each cut 91.10

450 Each cut 113.20

500 Each cut 136.00

530 Each cut 147.90

560 Each cut 159.70

600 Each cut 181.10

680 Each cut 204.40

24Cutting A.C. Pipes without water in mains.Dia of pipes in mm.80 Each cut 14.10


Public Health Items


for2007-08

1 2 3 4100 Each cut 14.10

125 Each cut 14.10

150 Each cut 14.10

200 Each cut 14.80

250 Each cut 24.00

300 Each cut 24.00

350 Each cut 30.10400 Each cut 33.40450 Each cut 40.90500 Each cut 45.50

600 Each cut 50.90

25Drilling and tapping CI/ DI Main and fixing brass screw down ferrule and plug.10 mm to 20mm Each Tapping 69.30

25 mm to 40mm Each Tapping 82.70

26Cutting 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 thick) including water bound macadam

10 Sqm215.70

b) Cutting open C.C. road surface 1 Cum 600.00

c) Cutting open water bound macadam road including soiling 1 Cum

73.40

27 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.

HP/Hour

16.40

b) Bailing out water from the pipe line trenches with Electric Driven pumpset including hire charges, current charges and wages for Driver and Helper.

HP/Hour 12.90

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.

28Shoring and strutting of trenches for water and sewer main.

a) Single Staging from (0 to 2.5 Mts.) 10 Sqm of Shoring area

656.70

b) Double staging from (2.5 m to 4.5 Mts.) 10 Sqm of Shoring area

887.90

29Barricading, hoarding, lighting and watching etc., for water supply and sewerage works for trenches.

10 RM 37.10


Public Health Items


for2007-08

1 2 3 4

30

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.

a) 0 to 1 m deep under water. 10 Cum 5257.40b) 1 to 2 m deep under water. 10 Cum 7531.20c) 2 to 5 m deep under water. 10 Cum 11305.10d) Beyond 5 m deep under water for every additional 1 m depth over item 'c' 10 Cum 2159.90

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

31

Laying and jointing glazed stoneware pipes including loose 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 stoneware pipes

200 mm to 400 mm Per Metre 258.30

32

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 perforatrd pipes and collars.

Per every 25mm Dia. Per Metre 17.40

33

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)

One Sqm of Centering area

1084.40

2) Slabs for thickness above (300 mm) 2167.90

3) Side walls curved surfaces. 819.604) Side wall straight surfaces. 729.105) Dome. 887.906) Roof Slab. 546.807) Column footing. 597.808) Column braces and beams 365.609) Circular braces, ring beams & circular column.

400.60


Public Health Items


for2007-08

1 2 3 4Note:- For RCC ELSR of staging above 15 m,the percenatage increase in these rates shall be as follows:15 – 18 m -- 6%18 – 21m -- 12%21 – 24 m --18%24 m and above -- 24%

b) For Ground level works :-

1) Slabs 1 SqmAs per Common

SSR2) Beams & Lintels 1 Sqm3) Sun shades 1 Sqm4) RCC vertical walls of plane surface upto 3 m height such as ground level tanks clarifiers and sludge digesters etc.

1 Sqm 393.00

5) RCC vertical walls of circular faces upto 3 m heights 1 Sqm 501.40

NOTE: Scaffolding for every extra height of 1 m or part thereof but not less than 0.5 m 10 Sqm

34 Lift or delift of materials :

a) Lifting of cement concrete for RCC elevated reservoir. For every 3 m height or part thereof over the initial lift of 5 m

1 Cum 62.30

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 2 m depth or part thereof beyond the initial depth of 4 meters from ground level

1 Cum 18.90

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

Each 251.80

36Labour charges for fixing water closets including fixing of foot rests (for all sizes) Each

Relevant Common SSR item

37Labour charges for fixing of flushing cistern including fixing of flush pipes, lead pipe, jointing etc., complete

Each

38Labour charges for fixing wash hand basin including fixing of inlet and waste pipe connections etc., complete

Each

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

Each

40Refilling the trench for pipe line with excavated earth including watering and tamping etc., complete

10 Cum

41 aExtra allowance for isolated scattered works viz., valve pits, public fountains, meter pits and manholes etc., complete.

Each25% extra over the cost of chamber.


Public Health Items


for2007-08

1 2 3 4

41 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.

100% extra over the cost of work

42Removal of wet silt and sludge from sullage drains with aid of baskets and vessels. 10 Cum 656.30

43Conveyance of C.I./ DI Pipes, C.I. Special excluding loading, unloading and stacking.

As per separate sheet enclosed

44Conveyance of RCC pipes including loading, unloading and stacking.

Deleted

45Conveyance of Stoneware pipes inlcuding loading unloading and stacking.

As per local competitive quotations

46Conveyance of A.C. pressure pipes and accessories including loading, unloading and stacking.

As per local competitive quotations

47 Conveyance of PVC pipes and accessories including loading, unloading and stacking.

Deleted

48

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,complete up to 4 m internal dia.Upto 2 m below GL/m Per metre 10603.70

From 2 to 4 m below GL/m Per metre 12193.50

From 4 to 6 m below GL/m Per metre 13783.30From 6 to 8 m below GL/m Per metre 15541.90From 8 to 10 m below GL/m Per metre 17180.20Note:-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

49

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.

Deleted

50 Open well excavation in various soils. As per Common SSR

51Rates for OHSRs/ELSRs including fixtures with a staging of 15 m without seismic analysis.

a Capacity in 500 Kilo litres Per litre 6.19

b Capacity in 1000 Kilo litres Per litre 5.61

c Capacity in 1500 Kilo litres Per litre 5.29

d Capacity in 2000 Kilo litres Per litre 5.06

e Capacity in 2500 Kilo litres Per litre 4.81


Public Health Items


for2007-08

1 2 3 4 NOTE: -1) The above rates are applicable for Elevated Level Services Reservoirs / OHSRs with RAFT FOUNDATION and a rate of Rs.4,140/- per tonne for cement and Rs.29,100/- per tonne for steel

2) For stagings less than 15 m , the rate shall be reduced by Rs.0.02 paise per litre per every meter of difference in staging.3) For stagings above 15 m, the rate shall be increased by Rs.0.05 paise per litre per every meter of additional staging.4) For every Rs.100/- increase /decrease in price of cement per tonne increase/ decrease the rate by 0.7% 5) for every Rs.1000/- increase/ decrease in price of steel per tonne, increase/decrease the rate by 2%6) Rate inclusive of three coats of epoxy paint to inner surface of the reservoir including roof dome.7) For intermediate ranges proportional rates may be adopted

8) The above rates be adopted for estimate purposes for construction of ELSR for a finished work including 2 coats of snowcem 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 pressure upto 350 kg / sq m

10) For tribal/Agency / Rural area, the above rates shall be increased by 5%11) If the ELSR is to be disgned for seismic forces also cost shall be arrived by working out detailed quantities based on the design & difference to be paid extra.

12) Fixtures include.

a) A balcony of 0.75 m width at floor slab level/ middle ring beam level / top ring beam level with RCC post with GI pipe hand railing.

b) C.I. Manhole frame and cover : 0.60 x 0.6 m size 2 Nos.c) RCC Mosquito proof ventilators.

d) RCC Finial - 1 No.

e) RCC precast ladders 0.45 m wide - 2 Nos.f) RCC dog legged stair case of 1.00 m width with hand railing – 1 No.g) RCC hand railing 0.75 m height alround at floor level and roof level.


Public Health Items


for2007-08

1 2 3 4h) Water level indicator of approved pattern - 1 No.i) Lightening arrestor with all its accessories complete including earthing - 1 No.

52Rates for OHSRs/ELSRs including fixtures with a staging of 15 m without seismic analysis.

a 40,000 Litres capacity Per litre 15.08

b 40,001 to 60,000 Litres capacity Per litre 11.45

c 60,001 to 1,00,000 Litres capacity Per litre 10.59

d 1,00,001 to 2,00,000 Litres capacity Per litre 9.28e 2,00,001 to 3,00,000 Litres capacity Per litre 8.71

f 3,00,001 to 4,00,000 Litres capacity Per litre 7.68

g 4,00,001 to 4,50,000 Litres capacity Per litre 6.67

NOTE: -1) The above rates are applicable for Elevated Level Services Reservoirs / OHSRs with RAFT FOUNDATION and a rate of Rs.4,140/- per tonne for cement and Rs.29,100/- per tonne for steel.

2) For every metre of staging less than 15 m, the rate shall be reduced by Rs.0.02 paise per litre.3) For every metre of staging above 15 m , the rate shall be increase by Rs.0.05 paise per litre.4) For every Rs.100/- increase/decrease in price of cement per tonne increase/decrease the rate by 0.70%5) For every Rs.1000/- increase/decrease in price of steel per tonne increase/decrease the rate by 2%

6) Rate inclusive of three coats of epoxy paint to inner surface of the reservoir including roof dome.7) For intermediate ranges proportional rates may be adopted

8) The above rates be adopted for estimate purposes for construction of ELSR for a finished work including 2coats of snowcem painting for external surfaces lettering, fixing of 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 applicable for wind pressures upto 350 kg / sq m. 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 5%


Public Health Items


for2007-08

1 2 3 411)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.12) Fixtures include :

a) RCC or Aluminium ladder inside 0.45 m wide.b) spiral staircase on the outside.

c) Lightening arrestor, including conductor and earthing etc.

d) RCC ventilators with copper or stainless steel fly proof mesh.e) RCC finial ventilators with copper or stainless steel fly proof meshf) Manholes frame and cover 0.75x0.75 m with frame as per IS specifications (light duty) – 2 Nosg) Railing with 32 mm dia G.I. Pipes (A class) in two rows around OHSR fixed in RCC (1:2:4) posts of size 100x75x75 mm with 1.5 m intervals around periphery on top of the OHSR for smaller capacities.h) Water level indicator of good quality with ebonite/ copper float approved pattern- 1 No

53Construction of Rapid Gravity Filtration Plant including civil, mechanical and electrical, trial running etc., complete.1) 2.0 Mld Per litre 1.54

2) 5.0 Mld Per litre 1.42



5)30.00 Mld and above Per litre 1.03

NOTE :-

a) The above rates are applicable with cement @ rate of Rs.4,140/-MT and steel of 29,100/MT.b) For every Rs.100/MT increase/decrease the price of cement increase/reduce the rate by 0.7%.c) For every Rs.1000/MT increase/decrease in price of steel increase/reduce the rate by 2%.d) For rural areas an extra allowance of 5% shall be given on basic rate.e) In case of raft foundation, additional cost involved due to provision of raft foundation shall be worked out and paid extra.

f) The components of the filtration plant are as follows.


Public Health Items


for2007-08

1 2 3 4A) Civil Works:(All works of VRCC shall be in M30 design mix)

1)Stilling Chamber.

2) Ventury flume channel with measuring device.3)Flash mixer chamber

4) Clarififlocculator/tube settler & flocculation tanks5) Filter house chemical house,Alumstore,laboratory office room chlorination plant room, toilet etc.6) Wash water tank of suitable capacity.

B)Mechanical Equipment

1)Raw water flow measuring and recording equipment.2)Alum dosing equipment

3)Flash mixer equipment

4)Sludge disposal fittings by gravity

5)Filtration plant euqipment instrumentation and piping.6)Clarifloccualation equipment with rotating bridge arrangeemnt etc.,7)Wash water tank fittings and pumpsets.

8)Air blower with motor and pipe connections.

9)Chlorination equipment and pipe connections10)Lab testing equipment and consumables for one year11) Spares and tools for 2 years.

C) Electrical Equipement

1)Necessary power supply wiring to motors and switches bus bar connections as per I.E. Rules2)Internal wiring and illumination and fittings and fixtures for internal and external lighting exhaust fans, ceiling fans etc.3) Erecting mechanical & Electrical equipment, trial run for 90 days 23.50 hours per day testing the treated water for efficient standards and maintenance of records and imparting training to staff.4)Supply of 6 - sets of completion plans and maintenance manual and brochures.5)Provision towards soil investigation.

NOTE:-The prices of cement and steel will be reviewed and fixed quarterly by B.O.C.E.S will be communicated separately by ENC (IW) I & CAD Dept, Hyderabad


Public Health Items

PUBLIC HEALTH (PIPES AND SPECIAL)1. S.S.RATES FOR R.C.C. PLAIN ENDED PIPES

Sl. No. Description

1 2

1MANUFACTURE, SUPPLY AND DELIVERY OF R.C.C. PLAIN ENDED PIPES CONFORMING TO B.I.S. 458/2003 AT EX-FACTORY EXCLUDING TRANSPORTATION, TAXES & DUTIES

Size Unit S S Rate For 2007-2008. NP - 2 Class NP - 3 Class NP - 4 Class

80 mm dia Meter 89.42






300 mm dia Meter 242.86 550.00 565.00

350 mm dia Meter 302.15 683.10 697.06

400 mm dia Meter 348.73 755.94 772.10

450 mm dia Meter 427.36 864.80 873.22

500 mm dia Meter 469.42 990.99 1078.48

600 mm dia Meter 693.81 1411.62 1672.40

700 mm dia Meter 889.30 1753.16 2239.41

800 mm dia Meter 1092.85 2316.81 2925.87

900 mm dia Meter 1374.40 2909.04 3642.61

1000 mm dia Meter 1670.15 3612.99 4975.82

1100 mm dia Meter 1985.35 4260.09 5767.62

1200 mm dia Meter 2364.45 5017.21 6741.77

1400 mm dia Meter 3216.94 6484.36 9327.78

1600 mm dia Meter 3731.71 8412.50 11229.00

1800 mm dia Meter 4889.34 11148.25 15053.33

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.4,140/- per MT (including all taxes and freight).Steel (M.S. Rods) - Rs.28,200/- per MT. (including all taxes and freight).The rates may be revised depending upon the increase/decrease in the cost of raw materials as per the following method.For every Rs.100/- per MT increase/decrease in the cost of cement, increase/decrease the rate by 0.79%.For every Rs.1000/- per MT increase/decrease in the cost of steel, increase/decrease the rate by 1.495%.


Public Health Items

2. S.S.RATES FOR R.C.C. COLLARS

Sl.No.

Description

1 2

1

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

Size Unit S S Rates for 2007-2008. NP - 2 Class NP - 3 Class NP - 4 Class

80 mm dia Each 24.40






300 mm dia Each 56.90 80.00 80.00

350 mm dia Each 70.10 99.27 99.27

400 mm dia Each 75.84 112.89 112.89

450 mm dia Each 120.30 150.08 150.08

500 mm dia Each 137.96 178.33 178.33

600 mm dia Each 183.39 235.54 235.54

700 mm dia Each 239.75 316.30 316.30

800 mm dia Each 336.49 400.43 400.43

900 mm dia Each 403.80 467.73 467.73

1000 mm dia Each 471.09 585.50 585.50

1100 mm dia Each 577.09 740.29 740.29

1200 mm dia Each 701.60 927.05 927.05

1400 mm dia Each 905.18 1174.38 1174.38

1600 mm dia Each 1154.19 1505.83 1505.83

1800 mm dia Each 1199.62 1939.91 1939.91

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.4,140/- per MT (including all taxes and freight).Steel (M.S. Rods) - Rs.28,200/- per MT. (including all taxes and freight).The rates may be revised depending upon the increase/decrease in the cost of raw materials as per the following method.For every Rs.100/- per MT increase/decrease in the cost of cement, increase/decrease the rate by 0.79%.For every Rs.1000/- per MT increase/decrease in the cost of steel, increase/decrease the rate by 1.495%.


Public Health Items

3. S.S.RATES FOR R.C.C. S/S PIPES (Non Pressure)

Sl. No.

Description

1 2

1

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 S.S Rates for 2007-2008 NP - 2 Class NP - 3 Class NP - 4 Class

80 mm dia Meter

113.03

100 mm dia Meter

124.71

150 mm dia Meter

151.02

200 mm dia Meter

184.14

225 mm dia Meter

200.71

250 mm dia Meter

214.37

300 mm dia Meter

300.73 720.00 764.00

350 mm dia Meter

385.65 922.50 939.47

400 mm dia Meter

426.77 1022.78 1041.29

450 mm dia Meter

530.66 1129.21 1138.48

500 mm dia Meter

610.88 1291.20 1402.27

600 mm dia Meter

860.79 1809.53 1863.52

700 mm dia Meter

1115.34 2309.35 2421.37

800 mm dia Meter

1430.04 3053.45 3164.81

900 mm dia Meter

1804.89 3838.13 3974.70

1000 mm dia Meter

2189.02 4347.20 4746.63

1100 mm dia Meter

2573.14 5127.79 5482.36

1200 mm dia Meter

2920.25 6048.74 6415.85

1400 mm dia Meter

4146.99 8011.01 9093.76

1600 mm dia Meter

5129.32 10394.41 10960.76

1800 mm dia Meter

5777.24 13772.83 14698.73

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.


Public Health Items

Cement. Rs.4,140/- per MT (including all taxes and freight).Steel (M.S. Rods) - Rs.28,200/- per MT. (including all taxes and freight).The rates may be revised depending upon the increase/decrease in the cost of raw materials as per the following method.For every Rs.100/- per MT increase/decrease in the cost of cement, increase/decrease the rate by 0.59%.For every Rs.1000/- per MT increase/decrease in the cost of steel, increase/decrease the rate by 1.00%


Public Health Items

4. S.S.RATES FOR R.C.C. S/S PIPES (Pressure)

Sl.No.

Description

1 2

1

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 S.S. Rates for 2007-2008 P1 - Class P2 - Class P3 - Class

80 mm dia Meter 139.40 157.07 178.88

100 mm dia Meter 158.07 187.68 218.10

150 mm dia Meter 217.16 281.11 345.10

200 mm dia Meter 252.67 362.06 478.16

225 mm dia Meter 284.61 411.34 533.49

250 mm dia Meter 311.47 441.87 562.01

300 mm dia Meter 420.87 636.14 793.69

350 mm dia Meter 523.65 882.32 1144.52

400 mm dia Meter 620.91 1167.13 1508.66

450 mm dia Meter 668.51 1383.34 1862.41

500 mm dia Meter 883.80 1508.99 2122.53

600 mm dia Meter 1210.42 2248.34 2954.24

700 mm dia Meter 1609.09 2968.42 3763.40

800 mm dia Meter 2015.76 3544.68 4562.62

900 mm dia Meter 2435.26 4182.76 -

1000 mm dia Meter 3064.49 4793.83 -

1100 mm dia Meter 3674.49 - -

1200 mm dia Meter 4318.14 - -

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.4140/- per MT (including all taxes and freight).Steel (M.S. Rods) - Rs.28,200/- per MT. (including all taxes and freight).The rates may be revised depending upon the increase/decrease in the cost of raw materials as per the following method.For every Rs.100/- per MT increase/decrease in the cost of cement, increase/decrease the rate by 0.625%.For every Rs.1000/- per MT increase/decrease in the cost of steel, increase/decrease the rate by 1.63%.


Public Health Items

5. S.S. RATES FOR RUBBER RINGS TO SUIT R.C.C. S/S PIPES

Sl. No.

Description

1 2

1

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.

Size Unit S.S.Rates for 2007-2008 NP - 2 Class NP - 3 Class NP - 4 Class







300 mm dia Each 48.51 62.00 62.00

350 mm dia Each 56.17 74.04 74.04

400 mm dia Each 61.27 84.25 84.25

450 mm dia Each 70.21 95.74 95.74

500 mm dia Each 91.91 109.78 109.78

600 mm dia Each 119.99 159.56 159.56

700 mm dia Each 164.67 191.48 191.48

800 mm dia Each 208.07 232.32 232.32

900 mm dia Each 260.41 314.02 314.02

1000 mm dia Each 305.08 379.12 379.12

1100 mm dia Each 367.63 485.07 485.07

1200 mm dia Each 587.19 610.17 610.17

1400 mm dia Each 645.91 671.44 671.44

1600 mm dia Each 804.20 819.51 819.51

1800 mm dia Each 1002.05 1046.73 1046.73

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.Size P1 - Class P2 - Class P3 – Class

80 mm dia Each 12.77 12.77 12.77

100 mm dia Each 15.32 16.59 16.59

150 mm dia Each 26.81 26.81 26.81

200 mm dia Each 31.91 31.91 31.91

225 mm dia Each 34.47 35.74 37.02

250 mm dia Each 39.57 40.85 42.12

300 mm dia Each 48.51 51.06 53.61

350 mm dia Each 56.17 65.10 70.21

400 mm dia Each 61.27 84.25 86.80

Size P1 - Class P2 - Class P3 – Class450 mm dia Each 70.21 97.01 99.57


Public Health Items

500 mm dia Each 91.91 109.78 114.89600 mm dia Each 119.99 136.59 137.86700 mm dia Each 164.67 180.15 191.48800 mm dia Each 208.07 229.77 229.77900 mm dia Each 260.41 291.04 1000 mm dia Each 305.08 351.04 1100 mm dia Each 367.63 1200 mm dia Each 587.19

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


Public Health Items

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

Sl.No.

Description

Rate upto 5 Kms Lead

including Loading, unloadin

g and stacking

Rate for every

additional 1 KM lead or

part thereof.

Rate upto 5 Kms Lead including Loading,

unloading and stacking

Rate for every

additional 1 KM lead

or part thereof.

1 2 3 4 5 6

1CONVEYANCE OF R.C.C. PLAIN ENDED PIPES ON ALL WEATHER ROADS INCLUDING LOADING, UNLOADING AND STACKING (per Meter)

NP - 2 Class NP - 3 Class & NP - 4 Class 80 mm dia 1.59 0.08

100 mm dia 1.95 0.10

150 mm dia 2.74 0.16

200 mm dia 3.66 0.20

225 mm dia 4.27 0.24

250 mm dia 4.88 0.29

300 mm dia 7.33 0.37 19.20 0.40

350 mm dia 9.52 0.46 20.76 0.54

400 mm dia 10.99 0.61 24.42 0.79

450 mm dia 14.04 0.79 26.86 0.91

500 mm dia 15.26 0.92 29.30 0.91

600 mm dia 21.98 1.34 43.96 1.95

700 mm dia 28.08 1.95 48.84 2.29

800 mm dia 32.97 1.95 58.61 2.29

900 mm dia 37.85 1.95 76.92 4.27

1000 mm dia 56.17 3.97 92.80 4.27

1100 mm dia 61.66 3.97 100.12 4.58

1200 mm dia 69.60 4.21 112.33 4.58

1400 mm dia 84.25 4.21 152.63 4.83

1600 mm dia 97.68 4.27 183.15 4.83

1800 mm dia 112.33 4.27 244.20 6.76


Public Health Items7. S.S. RATES FOR CONVEYANCE OF R.C.C. S/S PIPES

Sl.No.

Description


unloading and

stacking

Rate for every


or part thereof.


unloading and

stacking

Rate for every


or part thereof.

1 2 3 4

1CONVEYANCE OF R.C.C. SOCKET AND SPIGOT PIPES ON ALL WEATHER ROADS INCLUDING LOADING, UNLOADING AND STACKING (per Meter of effective length)

Size NP - 2 & P1 Class NP - 3 & NP - 4 Class80 mm dia 2.02 0.12

100 mm dia 2.32 0.13

150 mm dia 3.24 0.18

200 mm dia 4.15 0.30

225 mm dia 5.01 0.37

250 mm dia 5.62 0.43

300 mm dia 8.30 0.49 22.90 0.68

350 mm dia 10.38 0.61 24.42 0.85

400 mm dia 12.58 0.79 30.53 1.49

450 mm dia 14.41 0.85 33.58 1.52

500 mm dia 16.18 0.91 36.63 1.59

600 mm dia 21.37 1.48 50.06 2.25

700 mm dia 25.95 1.59 67.16 4.48

800 mm dia 36.02 2.44 79.37 4.52

900 mm dia 53.72 4.45 91.58 4.52

1000 mm dia 61.05 4.45 96.46 4.52

1100 mm dia 68.99 4.52 103.79 4.52

1200 mm dia 76.92 4.52 116.00 4.57

1400 mm dia 95.24 4.52 155.07 4.57

1600 mm dia 113.55 4.57 183.15 4.88

1800 mm dia 140.42 4.57 244.20 6.72

P2 - Class P3 - Class80 mm dia 2.02 0.12 2.02 0.12

100 mm dia 2.32 0.13 2.32 0.13

150 mm dia 3.24 0.18 3.23 0.18

200 mm dia 4.51 0.37 6.11 0.40

225 mm dia 6.11 0.44 6.84 0.46

250 mm dia 6.42 0.47 8.06 0.61

300 mm dia 12.21 0.63 14.04 0.73

350 mm dia 15.38 0.85 19.54 0.91400 mm dia 18.32 0.91 26.25 1.49

450 mm dia 23.20 1.42 32.36 1.52500 mm dia 26.25 1.47 39.68 2.13

600 mm dia 34.80 1.54 56.78 2.83700 mm dia 51.28 2.99 83.64 4.52

800 mm dia 68.38 4.27 106.23 4.52

900 mm dia 80.59 4.52 - -

1000 mm dia 102.56 4.57 - -


Public Health Items

8. S.S.RATES FOR A.C. PIPES

Sl.No Description

1 2

1

MANUFACTURE AS PER BIS NO: 1592/2003AS AMENDED FROM TIME TO TIME (MAZZA PROCESS) AND SUPPLY OF AC PRESSURE PIPES 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, EXCISE DUTY, VAT OCTROI AND OTHER GOVT. LEVIES.

Size Unit S.S Rates for 2007-08 Class - 10 Class - 15 Class - 20 Class - 25

80 mm dia Rate/Meter 101.31 101.92 110.25 138.33 100 mm dia Rate/Meter 127.63 133.85 169.36 209.86 125 mm dia Rate/Meter 160.35 175.49 218.44 275.31 150 mm dia Rate/Meter 198.81 248.39 309.27 386.99 200 mm dia Rate/Meter 312.54 413.99 525.26 666.80 250 mmdia Rate/Meter 407.45 523.62 673.76 845.16

300 mm dia Rate/Meter 526.90 735.12 950.71 1211.70 350 mm dia Rate/Meter 647.99 897.93 1166.30 1465.34 400 mm dia Rate/Meter 803.85 1168.75 1522.61 1888.33 450 mm dia Rate/Meter 969.11 1374.93 1820.83 2281.88 500 mm dia Rate/Meter 1197.79 1705.88 2230.74 2802.64 600 mm dia Rate/Meter 1677.24 2422.20 3156.91 4023.76

The above Rates of A.C pipes are based on theCement cost of Rs.4140/- per MT (including all taxes and freight).The Rates may be revised depending upon the increase/decrease in the cost of cement rate as per the following method.For every Rs.100/- per MT increase/decrease in the cost of cement, increase/decrease in the above rate shall be 0.72%.


2

Stores delivery charges for transportation of AC pressure pipes at site of work anywhere in Andhra Pradesh on motorable roads for full truck loads including transit insurance, unloading, and stacking at Departmental stores etc., complete (A.C. couplings and Rubber rings are to be supplied free of transportation charges).

10% on the value of AC

Pressure pipes.

( only on basic price)


Public Health Items

9. S.S.RATES FOR A.C. COUPLINGS

Sl. No. Description

1 2

1

MANUFACTURE AS PER MANUFACTURERS SPECIFICATION (MAZZA PROCESS) AND SUPPLY OF A.C. COUPLINGS 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.

Size Unit S.S Rates for 2007-08. Class - 10 Class - 15 Class - 20 Class - 25

80 mm dia Rate/Each 52.77 52.77 55.23 63.81

100 mm dia Rate/Each 66.26 68.73 71.18 85.91

125 mm dia Rate/Each 81.00 85.91 93.28 112.91

150 mm dia Rate/Each 93.28 98.18 122.73 152.17

200 mm dia Rate/Each 135.00 181.63 193.91 247.91

250 mmdia Rate/Each 174.26 211.09 265.09 338.72

300 mm dia Rate/Each 216.00 274.90 355.91 456.54

350 mm dia Rate/Each 289.64 358.35 463.90 593.99

400 mm dia Rate/Each 395.17 552.27 721.63 930.26

450 mm dia Rate/Each 468.80 662.72 873.80 1126.62

500 mm dia Rate/Each 559.64 790.35 1057.90 1354.88

600 mm dia Rate/Each 748.63 951.87 1185.53 1516.89

The above Rates of A.C Couplings are based on theCement cost of Rs.4140/- per MT (including all taxes and freight).The Rates may be revised depending upon the increase/decrease in the cost of cement rate as per the following method.For every Rs.100/- per MT increase/decrease in the cost of cement, increase/decrease the rate by 0.72%.



Public Health Items

10. S.S.RATES FOR RUBBER RINGS TO SUIT A.C. PIPES

Sl. No. Description

1 2

1

SCHEDULE OF RATE FOR SUPLY 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, INCIDENTAL, HANDLING, PACKING, TRANSPORTATION AND UNLOADING AT SITE TRANSIT RISK ETC., BUT EXCLUDING VAT.

Size Unit S.S. Rates for 2007-08. Class - 5 Class - 10 Class - 15 Class - 20 Class - 25

80 mm dia Each Set 32.26 32.26 32.26 32.26 32.26 100 mm dia Each Set 39.56 39.56 39.56 39.56 39.56 125 mm dia Each Set 51.77 51.77 51.77 51.77 51.77 150 mm dia Each Set 66.11 66.11 66.11 66.11 66.11 200 mm dia Each Set 67.71 67.71 67.71 67.71 67.71 250 mmdia Each Set 78.99 78.99 78.99 78.99 78.99

300 mm dia Each Set 79.25 79.25 79.25 79.25 79.25 350 mm dia Each Set 89.21 89.21 89.21 89.21 89.21 400 mm dia Each Set 108.99 108.99 108.99 108.99 108.99 450 mm dia Each Set 128.77 128.77 128.77 128.77 128.77 500 mm dia Each Set 148.68 148.68 148.68 148.68 148.68 600 mm dia Each Set 168.48 168.48 168.48 168.48 168.48



Public Health Items

11. S.S. RATES FOR PRE-STRESSED (NON-CYLINDER) CONCRETE PIPES

Sl.No.

Description

1 2

1MANUFACTURE, SUPPLY, DELIVERY OF PRE-STRESSED (NON-CYLINDER) CONCRETE PIPES CONFORMING TO IS 784/2001 Ex-factory excluding transportation, taxes & duties.

Size Unit S.S Rates for 2007-08. Rs. Rs. Rs. Rs. Rs. Rs.

6 Kg/cm2 8 Kg/cm2 10 Kg/cm2 12 Kg/cm2 14 Kg/cm2 16 Kg/cm2350 MM DIA Meter 1667 1667 1683 1699 1730 1793

400 MM DIA Meter 1793 1809 1825 1856 1888 1919

450 MM DIA Meter 1903 1919 1935 1982 2029 2076

500 MM DIA Meter 2061 2076 2092 2139 2186 2249

600 MM DIA Meter 2375 2391 2422 2501 2580 2658

700 MM DIA Meter 2910 2926 2973 3052 3162 3256

800 MM DIA Meter 3445 3476 3571 3665 3807 3948

900 MM DIA Meter 3995 4027 4121 4294 4467 4719

1000 MM DIA Meter 4688 4735 4876 5065 5364 5600

1100 MM DIA Meter 5332 5411 5568 5867 6135 6402

1200 MM DIA Meter 5914 6025 6229 6559 6890 7204

1300 MM DIA Meter 8030 8390 8770 9150 9810 10560

1400 MM DIA Meter 9160 9590 10140 10750 11460 11980

1500 MM DIA Meter 10410 10910 11420 12240 13020 13610

1600 MM DIA Meter 11660 12230 12810 14250 14650 15320

2 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.350 MM DIA Meter 90 90 90 90 90 90400 MM DIA Meter 102 102 102 102 102 102450 MM DIA Meter 114 114 114 114 114 114500 MM DIA Meter 120 120 120 120 120 120


Public Health Items

600 MM DIA Meter 150 150 150 150 150 150700 MM DIA Meter 174 174 174 174 174 174800 MM DIA Meter 198 198 198 198 198 198900 MM DIA Meter 222 222 222 222 222 2221000 MM DIA Meter 252 252 252 252 252 2521100 MM DIA Meter 282 282 282 282 282 2821200 MM DIA Meter 306 306 306 306 306 3061300 MM DIA Meter 370 370 370 370 370 3701400 MM DIA Meter 410 410 410 410 410 4101500 MM DIA Meter 440 440 440 440 440 4401600 MM DIA Meter 500 500 500 500 500 500

3CONVEYANCE OF PRE-STRESSED (NON-CYLINDER) CONCRETE PIPIES AND ACCESSORIES including loading at Factory, un-loading at site and stacking for the following sizes.

350 MM DIA PerKM/M 0.65 0.65 0.65 0.65 0.65 0.65400 MM DIA PerKM/M 0.65 0.65 0.65 0.65 0.65 0.65

450 MM DIA PerKM/M 0.73 0.73 0.73 0.73 0.73 0.73

500 MM DIA PerKM/M 0.85 0.85 0.85 0.85 0.85 0.85

600 MM DIA PerKM/M 1.02 1.02 1.02 1.02 1.02 1.02

700 MM DIA PerKM/M 1.70 1.70 1.70 1.70 1.70 1.70

800 MM DIA PerKM/M 1.70 1.70 1.70 1.70 1.70 1.70

900 MM DIA PerKM/M 1.70 1.70 1.70 1.70 1.70 1.70

1000 MM DIA PerKM/M 2.55 2.55 2.55 2.55 2.55 2.55

1100 MM DIA PerKM/M 2.55 2.55 2.55 2.55 2.55 2.55

1200 MM DIA PerKM/M 5.10 5.10 5.10 5.10 5.10 5.10

1300 MM DIA PerKM/M 5.20 5.20 5.20 5.20 5.20 5.20


Public Health Items

1400 MM DIA PerKM/M 5.20 5.20 5.20 5.20 5.20 5.20

1500 MM DIA PerKM/M 5.20 5.20 5.20 5.20 5.20 5.20

1600 MM DIA PerKM/M 5.72 5.72 5.72 5.72 5.72 5.72

4Cost of Machine end pair (Socket+Spigot) for providing MS Specials on PSC Pipelines excluding Cost of MS Special including cost and conveyance to site etc., complete.350 MM DIA Per Pair 7000 7000 7000 7000 7000 7000400 MM DIA Per Pair 8000 8000 8000 8000 8000 8000450 MM DIA Per Pair 9000 9000 9000 9000 9000 9000500 MM DIA Per Pair 10000 10000 10000 10000 10000 10000600 MM DIA Per Pair 12000 12000 12000 12000 12000 12000700 MM DIA Per Pair 14000 14000 14000 14000 14000 14000800 MM DIA Per Pair 16000 16000 16000 16000 16000 16000900 MM DIA Per Pair 18000 18000 18000 18000 18000 180001000 MM DIA Per Pair 20000 20000 20000 20000 20000 200001100 MM DIA Per Pair 22000 22000 22000 22000 22000 220001200 MM DIA Per Pair 24000 24000 24000 24000 24000 240001300 MM DIA Per Pair 26000 26000 26000 26000 26000 260001400 MM DIA Per Pair 30800 30800 30800 30800 30800 308001500 MM DIA Per Pair 36000 36000 36000 36000 36000 360001600 MM DIA Per Pair 40000 40000 40000 40000 40000 40000

Note: a) The above rate of PSC pipes are based on the HT wire cost of Rs.40,500/-MT (Basic+CED+ST & freight). and cement price of Rs. 4140/- per MT (including all taxes and frieght)The rates may be revised depending upon the increase/decrease in the cost of HT wire and cement as per the following method. For every increase/decrease of Rs.1000/- in the cost of HT wire (landed price) or part there of proportionately, increase/decrease the cost of pipe by 2.7%. The cost of HT wire may be obtained from reputed firms like SAIL/TATA/ SS Ltd. etc., b) For every increase/decrease of Rs.100/- per MT in the cost of Cement, increase/decrease in the cost of pipe shall be 0.70%Note: The duties and taxes as applicable on the cost of pipe shall be added as per rules at the time of preparation of estimate.


Public Health Items

12. S.S. RATES FOR PRE-STRESSED (CYLINDER) CONCRETE PIPES

Sl. No.

Description

1 2

1PRE-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.

Size Unit Proposed Rates for 2007-08. 4

Kg/cm26

Kg/cm28

Kg/cm210

Kg/cm212

Kg/cm214

Kg/cm216

Kg/cm218

Kg/cm220

Kg/cm2400 MM DIA Meter 3150 3150 3150 3150 3160 3200 3240 3270 3300

450 MM DIA Meter 3420 3420 3420 3440 3470 3520 3570 3600 3640

500 MM DIA Meter 3760 3760 3770 3810 3850 3900 3950 4030 4080

600 MM DIA Meter 4460 4490 4540 4600 4670 4730 4820 4900 4960

700 MM DIA Meter 5150 5220 5300 5380 5470 5540 5640 5770 5865

800 MM DIA Meter 6050 6140 6250 6360 6470 6570 6700 6835 7000

900 MM DIA Meter 7170 7290 7430 7570 7710 7840 8020 8200 8370

1000 MM DIA Meter 8200 8360 8530 8700 8880 9030 9240 9500 9710

1100 MM DIA Meter 9420 9620 9830 10040 10260 10450 10700 10980 11550

1200 MM DIA Meter 10810 11050 11300 11560 11810 12040 12330 12800 13205

1300 MM DIA Meter 12170 12460 12760 13060 13370 13640 14330 14590 15060

1400 MM DIA Meter 13510 13850 14200 14560 14920 15610 16050 16380 17370

1500 MM DIA Meter 16175 16580 17000 17400 18000 18460 19155 20200 20695

1600 MM DIA Meter 17965 18410 18870 19730 20255 20780 22080 22655 23215

1700 MM DIA Meter 19075 19590 20135 21110 21695 22780 23765 24390 24970

1800 MM DIA Meter 20860 21400 22450 23110 23745 24930 25975 26710 27445

1900 MM DIA Meter 23715 24310 25435 26145 27350 28100 29245 30030 30785

2000 MM DIA Meter 24890 25950 26700 27470 28820 29630 30895 31790 32580

2Cost of laying jointing, testing to Hydrostatic field test pressure including cost of 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.


Public Health Items

400 MM DIA Meter 250 250 250 250 250 250 250 250 250

450 MM DIA Meter 290 290 290 290 290 290 290 290 290

500 MM DIA Meter 320 320 320 320 320 320 320 320 320

600 MM DIA Meter 380 380 380 380 380 380 380 380 380

700 MM DIA Meter 440 440 440 440 440 440 440 440 440

800 MM DIA Meter 500 500 500 500 500 500 500 500 500

900 MM DIA Meter 570 570 570 570 570 570 570 570 570

1000 MM DIA Meter 640 640 640 640 640 640 640 640 640

1100 MM DIA Meter 710 710 710 710 710 710 710 710 710

1200 MM DIA Meter 780 780 780 780 780 780 780 780 780

1300 MM DIA Meter 850 850 850 850 850 850 850 850 850

1400 MM DIA Meter 920 920 920 920 920 920 920 920 920

1500 MM DIA Meter 1010 1010 1010 1010 1010 1010 1010 1010 1010

1600 MM DIA Meter 1080 1080 1080 1080 1080 1080 1080 1080 1080

1700 MM DIA Meter 1250 1250 1250 1250 1250 1250 1250 1250 1250

1800 MM DIA Meter 1300 1300 1300 1300 1300 1300 1300 1300 1300

1900 MM DIA Meter 1410 1410 1410 1410 1410 1410 1410 1410 1410

2000 MM DIA Meter 1520 1520 1520 1520 1520 1520 1520 1520 1520

3CONVEYANCE OF PRE-STRESSED (CYLINDER TYPE) CONCRETE PIPIES AND ACCESSORIES including loading at Factory, un-loading at site and stacking for the following sizes.

400 MM DIA Per KM/M 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.65

450 MM DIA Per KM/M 0.73 0.73 0.73 0.73 0.73 0.73 0.73 0.73 0.73

500 MM DIA Per KM/M 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85

600 MM DIA Per KM/M 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02700 MM DIA Per KM/M 1.70 1.70 1.70 1.70 1.70 1.70 1.70 1.70 1.70800 MM DIA Per KM/M 1.70 1.70 1.70 1.70 1.70 1.70 1.70 1.70 1.70900 MM DIA Per KM/M 1.70 1.70 1.70 1.70 1.70 1.70 1.70 1.70 1.70

1000 MM DIA Per KM/M 2.55 2.55 2.55 2.55 2.55 2.55 2.55 2.55 2.55

1100 MM DIA Per KM/M 2.55 2.55 2.55 2.55 2.55 2.55 2.55 2.55 2.55

1200 MM DIA Per KM/M 5.10 5.10 5.10 5.10 5.10 5.10 5.10 5.10 5.10


Public Health Items

1300 MM DIA Per KM/M 5.10 5.10 5.10 5.10 5.10 5.10 5.10 5.10 5.10

1400 MM DIA Per KM/M 5.10 5.10 5.10 5.10 5.10 5.10 5.10 5.10 5.10

1500 MM DIA Per KM/M 5.10 5.10 5.10 5.10 5.10 5.10 5.10 5.10 5.10

1600 MM DIA Per KM/M 5.10 5.10 5.10 5.10 5.10 5.10 5.10 5.10 5.10

1700 MM DIA Per KM/M 6.20 6.20 6.20 6.20 6.20 6.20 6.20 6.20 6.20

1800 MM DIA Per KM/M 6.20 6.20 6.20 6.20 6.20 6.20 6.20 6.20 6.20

1900 MM DIA Per KM/M 6.20 6.20 6.20 6.20 6.20 6.20 6.20 6.20 6.20

2000 MM DIA Per KM/M 6.55 6.55 6.55 6.55 6.55 6.55 6.55 6.55 6.55

Note:The rates of PCCP pipes which were incorporatede in the SSR are based on the following raw materials cost.HT Wire: - Rs.40,500/- (including all taxes & freight)HR Coil (Hot Rolled): - Rs.35,000/- (including all taxes & freight)Cement Cost Rs. 4140/-.per MT (including all duties, taxes & frieght)The rates may be revised depending upon the increase/ decrease in the cost of raw materials (landed price) as per the following method. For every increase/decrease of Rs.1000/- in the cost fo raw materials or part there of proportionately.In respect of HT Wire - The increase/ decrease in cost of pipe is 2.70%In respect of HR Coil (Hot Rolled) - The increase/ decrease in cost of pipe is 2.24%For every increase/decrease of Rs.100/- per MT in the cost of Cement, increase/decrease in the cost of pipe shall be 0.70%The cost of plates/ wire rods may be obtained from reputed firm like SAIL./TATA /SSL Ltd.etc.The duties and taxes as applicable shall be added as per rules at the time of preparation of estimate.


Public Health Items

13. S.S. RATES FOR BAR WRAPPED STEEL CYLINDRICAL (BWSC) PIPES

Sl.No.

Description

1 2

1BAR 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

Kg/cm214

Kg/cm216

Kg/cm218

Kg/cm220

Kg/cm222

Kg/cm224

Kg/cm226

Kg/cm228

Kg/cm230

Kg/cm2

250 MM DIA Meter 1,782 1,782 1,782 1,782 1,782 1,782 1,782 1,782 1,799 1,865 300 MM DIA Meter 2,008 2,008 2,008 2,008 2,008 2,008 2,056 2,134 2,172 2,250 350 MM DIA Meter 2,460 2,460 2,460 2,460 2,460 2,460 2,521 2,606 2,679 2,754 400 MM DIA Meter 2,709 2,709 2,709 2,709 2,709 2,833 2,943 3,054 3,165 3,547 450 MM DIA Meter 2,957 2,957 2,957 2,988 3,127 3,264 3,403 3,541 3,682 3,954 500 MM DIA Meter 3,298 3,298 3,333 3,488 3,659 3,833 4,020 4,171 4,492 4,662 600 MM DIA Meter 4,341 4,341 4,402 4,648 4,893 5,117 5,374 5,624 5,971 6,184 700 MM DIA Meter 4,917 5,035 5,365 5,695 6,026 6,356 6,796 7,086 7,433 7,810 800 MM DIA Meter 5,589 6,016 6,444 6,859 7,279 7,853 8,285 8,957 9,388 9,850 900 MM DIA Meter 6,927 7,196 7,733 8,256 8,780 9,349 10,180 10,812 11,377 12,005 1000 MM DIA Meter 7,813 8,474 9,125 9,760 10,397 11,375 12,184 13,334 13,959 14,797 1100 MM DIA Meter 11,250 11,450 11,550 12,650 13,890 14,840 16,060 17,260 18,430 19,840 1200 MM DIA Meter 12,430 12,790 13,230 14,570 15,980 17,400 18,580 19,520 21,760 23,750

2 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.

250 MM DIA Meter 207.00 207.00 207.00 207.00 207.00 207.00 207.00 207.00 207.00 207.00 300 MM DIA Meter 241.50 241.50 241.50 241.50 241.50 241.50 241.50 241.50 241.50 241.50 350 MM DIA Meter 287.50 287.50 287.50 287.50 287.50 287.50 287.50 287.50 287.50 287.50 400 MM DIA Meter 322.00 322.00 322.00 322.00 322.00 322.00 322.00 322.00 322.00 322.00 450 MM DIA Meter 368.00 368.00 368.00 368.00 368.00 368.00 368.00 368.00 368.00 368.00 500 MM DIA Meter 402.50 402.50 402.50 402.50 402.50 402.50 402.50 402.50 402.50 402.50


Public Health Items

600 MM DIA Meter 494.50 494.50 494.50 494.50 494.50 494.50 494.50 494.50 494.50 494.50 700 MM DIA Meter 575.00 575.00 575.00 575.00 575.00 575.00 575.00 575.00 575.00 575.00 800 MM DIA Meter 655.50 655.50 655.50 655.50 655.50 655.50 655.50 655.50 655.50 655.50 900 MM DIA Meter 770.50 770.50 770.50 770.50 770.50 770.50 770.50 770.50 770.50 770.50 1000 MM DIA Meter 851.00 851.00 851.00 851.00 851.00 851.00 851.00 851.00 851.00 851.00 1100 MM DIA Meter 1,000.00 1,000.00 1,010.00 1,010.00 1,030.00 1,030.00 1,050.00 1,050.00 1,100.00 1,000.00 1200 MM DIA Meter 1,120.00 1,120.00 1,160.00 1,160.00 1,180.00 1,180.00 1,220.00 1,220.00 1,220.00 1,300.00

3 Conveyance of Bar Wrapped steel Cylindrical (BWSC) pipes and accessories including loading at Factory, un-loading at site and stacking for the following sizes.

250 MM DIA Per KM/M 0.34 0.34 0.34 0.34 0.34 0.34 0.34 0.34 0.34 0.34 300 MM DIA Per KM/M 0.34 0.34 0.34 0.34 0.34 0.34 0.34 0.34 0.34 0.34 350 MM DIA Per KM/M 0.43 0.43 0.43 0.43 0.43 0.43 0.43 0.43 0.43 0.43 400 MM DIA Per KM/M 0.51 0.51 0.51 0.51 0.51 0.51 0.51 0.51 0.51 0.51 450 MM DIA Per KM/M 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.65 500 MM DIA Per KM/M 0.73 0.73 0.73 0.73 0.73 0.73 0.73 0.73 0.73 0.73 600 MM DIA Per KM/M 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 700 MM DIA Per KM/M 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 800 MM DIA Per KM/M 1.28 1.28 1.28 1.28 1.28 1.28 1.28 1.28 1.28 1.28 900 MM DIA Per KM/M 1.28 1.28 1.28 1.28 1.28 1.28 1.28 1.28 1.28 1.28 1000 MM DIA Per KM/M 1.70 1.70 1.70 1.70 1.70 1.70 1.70 1.70 1.70 1.70 1100 MM DIA Per KM/M 3.90 3.90 3.90 3.90 3.90 3.90 3.90 3.90 3.90 3.90 1200 MM DIA Per KM/M 5.20 5.20 5.20 5.20 5.20 5.20 5.20 5.20 5.20 5.20

Note:The above rates of BWSC pipes are based on the following raw materials' cost. HR Plates - Rs.35,000/- per MT (Basic+CED+ST & freight) Wire rods - Rs.30,000/- per MT (Basic+CED+ST & freight) Cement Cost Rs. 4140/-.per MT (including all duties, taxes & frieght) The rates may be revised depending upon the increase/ decrease in the cost of raw materials (landed price) as per the following method. For every increase/decrease of Rs.1000/- in the cost or part there of proportionately of HR Plate and wire rods In respect of HR plates - The increase/ decrease in cost of pipe is 3.74% In respect of Wire road - The increase/ decrease in cost of pipe is 1.70% For every increase/decrease of Rs.100/- per MT in the cost of Cement, increase/decrease in the cost of pipe shall be 0.26%


Public Health Items

The cost of plates/ wire rods may be obtained from reputed firms like SAIL /TATA /SS Ltd. Etc;

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


Public Health Items14. S.S. RATES FOR GLASS FIBRE REINFORCED PLASTIC (GRP) PIPES

Sl.No.

Description

1 2

1

GLASSFIBRE REINFORCED PLASTIC (GRP) PIPES CONFORMING TO IS 12709 - 1994 Stiffness class 124 Kpa including transportation to any where in A.P. with jointing materials i.e., Reka couplings, Rubber Gaskets etc., for jointing pipes including cost of specials, loading, un-loading and stacking etc., complete but excluding Central Excise duty and to be added sale tax.

Size Unit S.S. Rates for 2007-08. Rs. 3 Bar 6 Bar 9 Bar 12 Bar 15 Bar

350 MM DIA Meter 2,251 2,282 2,353 2,418 2,530 400 MM DIA Meter 2,507 2,618 2,714 2,841 2,953 450 MM DIA Meter 2,941 3,054 3,221 3,380 3,572 500 MM DIA Meter 3,349 3,485 3,685 3,915 4,139 600 MM DIA Meter 4,257 4,433 4,703 5,182 5,423 700 MM DIA Meter 5,388 5,634 5,986 6,529 7,024 800 MM DIA Meter 6,595 6,907 7,457 8,112 8,759 900 MM DIA Meter 8,245 8,595 9,338 10,128 10,967 1000 MM DIA Meter 9,881 10,336 11,118 12,125 13,071

2Cost of laying jointing, testing to Hydrostatic field test pressure including cost of transportation of water and emptying pipe line after completion of field testing.

Size Unit S.S.Rates for 2007-08. Rs. 3 Bar 6 Bar 9 Bar 12 Bar 15 Bar

350 mm dia Meter 120 120 120 120 120 400 mm dia Meter 180 180 180 180 180 450 mm dia Meter 220 220 220 220 220 500 mm dia Meter 280 280 280 280 280 600 mm dia Meter 300 300 300 300 300 700 mm dia Meter 340 340 340 340 340 800 mm dia Meter 400 400 400 400 400 900 mm dia Meter 440 440 440 440 440 1000 mm dia Meter 510 510 510 510 510

Note: The duties and taxes as applicable shall be added as per rules at the time of preparation of estimate.The methodology adopted for rates is as follows:Percentage of raw materials in the finished product of the pipe1) Hoop Glass Fibre Rovings H% (35%)2) Chop Glass C% (40%)3) Resin R% (25%)

The cost of variation in Raw materials are:1) Variation in cost of Hoop Glass :h%2) Variation in cost of Chop Glass :c%3) Variation in cost of Resin :r%The percentage of variation in cost of pipe allowed is (H x h + C x c + R x r)/100The above raw materials rates are obtained form the principal manufacturers.The rates of raw materials are:1) Hoop Glass Fibre Rovings - Rs.90/kg (Excluding CED&ST)2) Chop Glass - Rs.76/kg (Excluding CED&ST)3) Resin - Rs.78/kg (Excluding CED&ST)


Public Health Items

15. S.S. RATES FOR H.D.P.E PIPES FOR THE YEAR 2007-08. (PE - 80 Grade)

Sl.No Description

2.5 kg/

sqcm

4.0 kg/

sqcm

6.0 kg/

sqcm

8.0 kg/

sqcm

10.0 kg/

sqcm1 2 3 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 dia in coil & above 90 mm dia stright length in 6 M.)

Rate per Meter OD 20 mm - - - - 13.84

OD 25 mm - - - - 18.79

OD 32 mm - - 22.47 25.75 30.68

OD 40 mm - 27.08 30.51 39.47 47.72

OD 50 mm - 38.67 49.01 61.25 73.95

OD 63 mm 34.00 52.95 73.66 93.56 112.56

OD 75 mm 54.00 72.38 104.59 132.36 158.94

OD 90 mm 71.27 104.72 148.58 189.37 227.26

OD 110 mm 100.95 156.62 222.82 283.23 336.83

OD 125 mm 126.61 200.97 285.25 364.30 436.72

OD 140 mm 165.47 248.83 357.32 455.53 547.76

OD 160 mm 214.03 326.02 466.08 593.75 713.97

OD 180 mm 266.12 410.97 586.73 752.68 902.18

OD 200 mm 326.87 502.79 726.84 927.75 1112.35

OD 225 mm 426.65 658.68 945.36 1207.97 1452.83

OD 250 mm 526.32 814.87 1163.93 1493.91 1793.15

OD 280 mm 661.39 1014.84 1458.92 1869.59 2246.71

OD 315 mm 830.29 1290.91 1849.85 2366.67 2842.37

Note: Excise duty, CST / VAT exra as applicable at the time of supply.The IPCL resin cost adopted for the above rates are For PE - 80 grade Rs.67,970/- 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 0.9 (for increase in raw material cost)P2 = P1 - (A1 - A2) /1000 x M x 0.9 (for decrease in raw material cost) P2 = Revised pipe price in Rs. Per Meter P1 = Existing pipe price in Rs. Per Meter A2 = Revised price of raw material Rs. Per MTA1 = Existing price of raw material Rs. Per MTM = Weight of pipe in Kgs per Meter as per weight chart.


Public Health Items16. S.S. RATES FOR PVC PIPES

Sl. No. Description

TEST PRESSURE

2.5 Kgs/cm2

4.0 Kgs/cm2

6 Kgs/cm2

10 Kgs/cm2

1 2 3 4 5 6

1

Manufacture, Supply and delivery of Unplasticised PVCs Pipes for potable water supplies conforming to IS : 4985/2000 (third 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 Rs. Rs. Rs. Rs.

20 -- -- -- 7.05

25 -- -- -- 10.99

32 -- -- -- 17.56

40 -- -- 17.39 26.92

50 -- -- 25.63 41.80

63 -- 27.66 39.40 60.77

75 -- 39.55 54.93 86.78

90 36.42 55.70 78.70 122.98

110 54.79 80.52 114.18 184.67

125 70.55 105.01 143.94 241.67

140 86.46 130.84 187.06 297.52

160 115.00 172.76 243.14 392.76

180 144.28 220.34 314.51 503.70

200 184.83 268.05 380.97 610.91

225 238.52 352.11 508.57 809.81

250 287.58 384.07 628.67 988.96

280 370.49 537.71 792.48 1,253.25

315 466.15 682.54 994.27 1,580.15

Note: The duties and taxes as applicable shall be added as per rules at the time of preparation of estimate.Note:The IPCL resin cost adopted for the above rates is Rs.45,810/- per MT (Basic rate, excluding CED)The veriation 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 Meter P1 = Existing pipe price in Rs. Per Meter A2 = Revised price of raw material Rs. Per MTA1 = Existing price of raw material Rs. Per MTM = Weight of pipe in Kgs per Meter as per weight chart.


Public Health Items

17. S.S. RATES FOR CENTRIFUGALLY CAST (SPUN) IRON PRESSURE PIPES

Sl. No.

Description Unit S.S. Rates for 2007-08.

1 2 3 4 5 6

SOCKET AND SPIGOT CENTRIFUGALLY CAST (SPUN) IRON PRESSURE PIPES FOR WATER, GAS AND SEWAGE CONFORMING TO SPECIFICATION NO: I..S 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 (PUSHON) JOINTING AT PURCHASERS OPTION AT EX-FACTORY EXCLUDING TRANSPORTATION, TAXES & DUTIES.

LA Class (Rs)

A Class (Rs)

B Class (Rs)

Nominal dia (in MM)

80 Rmt 444.56 482.91 517.91

100 Rmt 536.89 591.06 630.34

125 Rmt 669.62 730.82 787.35

150 Rmt 800.23 877.07 944.96

200 Rmt 1168.00 1267.21 1370.89

250 Rmt 1573.78 1713.67 1853.57

300 Rmt 2029.42 2218.67 2403.71

350 Rmt 2612.17 2833.38 3072.83

400 Rmt 3179.89 3474.94 3751.27

450 Rmt 3853.16 4232.96 4566.39

500 Rmt 4576.79 4985.65 5394.51

600 Rmt 6033.44 6586.42 7135.04

700 Rmt 8007.87 8748.83 9451.42

750 Rmt 8968.66 9805.33 10637.28

800 Rmt 10039.62 10938.34 11832.35

900 Rmt 12236.45 16058.48 14465.68

1000 Rmt 14700.11 16058.48 17355.03

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


Public Health Items

18. S.S. RATES FOR DUCTILE IRON PRESSURE PIPES

Sl. No. Description Unit

S.S.Rates for 2007-08

1 2 3 4 5

1

CENTRIFUGALLY CAST (SPUN) DUCTILE IRON PRESSURE PIPES FOR WATER, GAS AND SEWAGE WITH SOCKET SPIGOT ENDS CONFORMING TO I.S.: 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 Rmt K9 K7

100 Rmt 656.84 591.58

150 Rmt 964.79 780.87

200 Rmt 1284.16 1138.66

250 Rmt 1683.38 1534.24

300 Rmt 2131.84 1978.43

350 Rmt 2658.81 2494.19

400 Rmt 3211.06 3036.87

450 Rmt 3845.83 3668.22

500 Rmt 4473.94 4382.41

600 Rmt 5897.82 5840.27

700 Rmt 7657.06 7580.48

750 Rmt 8589.91 8504.00

800 Rmt 9472.19 9377.46

900 Rmt 11566.77 11451.11

1000 Rmt 13687.96 13551.07

2

CENTRIFUGALLY CAST (SPUN) DUCTILE IRON PRESSURE PIPES FOR WATER, GAS AND SEWAGE WITH PLAIN ENDS CONFORMING TO I.S.: 8329/2000 IN 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 K9 K7

100 Rmt 598.29 493.20

150 Rmt 871.62 707.47

200 Rmt 1189.52 1024.72

250 Rmt 1582.15 1375.66

300 Rmt 2002.52 1768.59

350 Rmt 2487.66 2225.24

400 Rmt 3004.65 2701.51


Public Health Items


S.S.Rates for 2007-08

450 Rmt 3544.02 3250.80

500 Rmt 4262.40 3879.44

600 Rmt 5472.23 5146.00

700 Rmt 6945.05 6875.60

750 Rmt 7781.13 7703.32

800 Rmt 8590.42 8504.52

900 Rmt 10388.81 10284.92

1000 Rmt 12349.77 12226.27

3

CENTRIFUGALLY CAST (SPUN) DUCTILE IRON PRESSURE PIES WITH FLANGED (WELDED) ENDS FOR WATER, GAS, SEWAGE CONFORMING TO I.S.: 8329/2000 IN STANDARD WORKING LENGTHS OF 4, 5 Mts FOR CLASSIFICATION K9 WITH CEMENT MORTAR LINING INSIDE THE PIPES WITH OUTSIDE ZINC COATING. RATES ARE EX-FACTORY, EXCLUDING TRANSPORTATION, TAXES & DUTIES.

Nominal Dia in mm 4.0

Mt.Length

5.0 Mt.Lengt

h 100 Rmt 4405.00 5107.00

150 Rmt 6322.00 7345.00

200 Rmt 8496.00 9892.00

250 Rmt 11209.00 13069.00

300 Rmt 14087.00 16437.00

350 Rmt 19772.00 22691.00

400 Rmt 24204.00 27730.00

450 Rmt 28933.00 33092.00

500 Rmt 34588.00 39473.00

600 Rmt 47485.00 53907.00

700 Rmt 58098.00 66249.00

800 Rmt 71726.00 81807.00

900 Rmt 86016.00 98207.00

1000 Rmt 106925.00 121417.00



Public Health Items

19. S.S. RATES FOR DUCTILE IRON FITTINGS

Sl. No.

Description UnitS.S Rates

for 2007-08

1 2 3 4CENTRIFUGALLY CAST (SPUN) DUCTILE IRON FITTINGS CONFORMING TO IS:9523/2000 HAVING DIMENTIONS 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

Nominal dia in mm

80 x 80 Each 731.25

100 x 80 Each 843.75

100 x 100 Each 956.25

150 x 80 Each 1,181.25

150 x 100 Each 1,293.75

150 x 150 Each 1,575.00

200 x 80 Each 1,631.25

200 x 100 Each 1,743.75

200 x 150 Each 2,081.25

200 x 200 Each 2,475.00

250 x 80 Each 2,025.00

250 x 100 Each 2,193.75

250 x 150 Each 2,531.25

250 x 200 Each 2,981.25

250 x 250 Each 3,543.75

300 x 100 Each 2,868.75

300x 200 Each 3712.50

300 x 300 Each 4950.00

350 x 100 Each 3,750.00

350 x 200 Each 4,875.00

350 x 350 Each 7,312.50400 x 80 Each 4,250.00400 x 100 Each 4,500.00400 x 150 Each 5,062.50400 x 200 Each 5,687.50400 x 300 Each 7,250.00400 x 400 Each 9,375.00450 x 100 Each 5,500.00450 x 250 Each 7,500.00500 x 100 Each 7,081.25500 x 200 Each 8,593.75500 x 400 Each 12,581.25500 x 500 Each 15,400.00600 x 200 Each 11,756.25


Public Health Items

IIDI All socket Tees

Nominal dia in mm

80 x 80 Each 675.00

100 x 80 Each 787.50

100 x 100 Each 843.75

150 x 80 Each 1,125.00

150 x 100 Each 1,181.25

150 x 150 Each 1,406.25

200 x 80 Each 1,575.00

200 x 100 Each 1,687.50

200 x 150 Each 1,912.50

200 x 200 Each 2,250.00

250 x 80 Each 1,968.75

250 x 100 Each 2,081.25

250 x 150 Each 2,362.50

250 x 200 Each 2,700.00

250 x 250 Each 3,093.75

300 x 100 Each 2,812.50

300x 200 Each 3,487.50

300 x 300 Each 4,331.25

III DI double socket concerntric TAPERS

Nominal dia in mm

100 x 80 Unit 450.00

150 x 80 Unit 731.25

150 x 100 Unit 731.25

200 x 100 Unit 1,125.00

200 x 150 Unit 1,125.00

250 x 150 Unit 1,575.00

250 x 200 Unit 1,518.75

300 x 150 Unit 2,137.50

300x 200 Unit 2,137.50

300 x 250 Unit 1,968.75

350 x 200 Unit 3,125.00

350 x 250 Unit 3,000.00

350 x 300 Unit 2,812.50

400 x 250 Unit 3,875.00

400 x 300 Unit 3,750.00

400 x 350 Unit 3,437.50

450 x 350 Unit 4,625.00

450 x 400 Unit 4,312.50

500 x 350 Unit 6,393.75

500 x 400 Unit 5,981.25

600 x 500 Unit 8,387.50

IV DI Flanged socket PN-10 PN-16

Nominal dia in mm Rate/Unit


Public Health Items

80 500.00 500.00

100 562.50 562.50

150 875.00 875.00

200 1,250.00 1,250.00

250 1,625.00 1,625.00

300 2,062.50 2,187.50

350 2,887.50 3,093.75

400 3,437.50 3,781.25

450 3,987.50 4,675.00

500 5,175.00 6,300.00

600 - 10,200.00

V DI Flanged Spigot PN-10 PN-16Nominal dia in mm Rate/Unit

80 500.00 500.00

100 625.00 625.00

150 800.00 800.00

200 1,000.00 1,000.00

250 1,437.50 1,437.50

300 2,000.00 2,000.00

350 2,625.00 2,687.50

400 3,643.75 3,850.00

450 4,468.75 4,881.25

500 5,362.50 -

600 7,125.00 11,925.00



Public Health Items

20 S.S. RATES FOR D.I. DOUBLE SOCKET BENDS

Sl.No.

Description

1 2 3 4 5 6

1

CENTRIFUGALLY CAST (SPUN) DUCTILE IRON FITTINGS CONFORMING TO IS:9523/2000 HAVING DIMENTIONS AS PER TABLE. THE RATES MENTIONED HERE UNDER ARE FOR FITTINGS, ZINC COATED EXTERNALLY WITH INSIDE MOTOR LINING (WITH FINISHING AS PER CLASS 13/IS 9523/2000)Ex - works excluding transportation, taxes and duties etc.

DI double socket Bends

Nominal dia in mm Rate/Each

90o 45o 22½ o 11¼o

80 508.30 451.80 393.75 393.75

100 618.75 564.70 506.25 508.30

150 1129.50 900.00 843.75 787.50

200 1800.00 1,462.50 1293.75 1181.25

250 2531.25 1,968.75 1687.50 1575.00

300 3656.25 2,756.25 2362.50 2137.50

350 5902.90 4,000.00 3312.50 2937.50

400 7618.90 5,000.00 4125.00 3625.00

450 10021.20 6,625.00 5312.50 4625.00

500 13272.00 8,800.00 7081.25 6050.00

600 20604.60 13,612.50 10862.50 9212.50



Public Health Items

21 S.S. RATES FOR RUBBER GASKETS SUITABLE FOR C.I/ D.I. S/S PIPES


S.S Rates For

2007-08

1 2 3 4

1

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 COMPANYS STANDARD PACKING, TRANSPORTATION, UNLOADING & STACKING BUT EXCLUDING CENTRAL EXCISE DUTY, SALES TAX, OCTROI AND OTHER GOVT. LEVIES ETC., COMPLETE.

80mm dia Each 27.77

100mm dia Each 39.96

















Public Health Items

22. RATES FOR CI PIPES AND SPECIALS

Sl. No.

Description Quality or sort

Rate/ Kg including packing,

forwarding, transitrisk and delivery any where in A.P. for the year

2007-08.Rs.

1 2 3 4

MANUFACTURE, SUPPLY AND DELIVERY OF CAST IRON PIPES AND FITTINGS (Spls.) CONFIRMING TO I.S. 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.

I.S. No. 7181/1986 5531/1988 3950/1979

&8794/1988 33.25

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.20,000/- per M.T.Coke : Rs.20,000/- per M.T. 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. Inrespect of Pig Iron: The increase/decrease in cost of CI Specials per Kg is 3.43%.Inrespect of coke: The increase/decrease in cost of CI Specials per Kg is 0.67%.The above price is at site of work , Exicise 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.


Public Health Items

23. RATES FOR C.I. D/F VALVES

Sl.No.

Description Rs. Rs. Rs.

1 2 3 4 5

1

Manufacture, Supply and delivery of CI D/F Sluice valves conforming to IS 14846/2000 with amendments No. 1&2 heavy duty with CI grade FG 260 as per IS: 210. Two coats of primer suitable for EPOXY PAINTS finish shall be applied to all metal suface and finally two coats of Epoxy Paint. The Valves shall be tested for (closed end Test) against Hydrostaic test requirement.The rates are excluding transportation, Central Excise duty and sale tax etc., The operation can be done with handwheel/cap. ISI Marked.

DIA IN MM Rate/Each PN-1.0 PN-1.6 50 2800 3360

65 3094 3713

80 3273 3927

100 4364 5236

125 5454 6545

150 6545 7854

200 11472 13532

250 16226 19496

300 22274 25721

2

Manufacture, Supply and delivery of CI D/F Sluice valves Non-rising stem conforming to IS 14846/2000 with amendments No. 1&2 heavy duty with CI grade FG 260 as per IS: 210 . Two coats of primer suitable for EPOXY PAINTS finish shall be applied to all metal suface and finally two coats of Epoxy Paint. The Valves shall be tested for (closed end Test) against Hydrostaic test requirement. The rates are excluding transportation, Central Excise duty and sale tax etc., including the cost for enclosed Spur Gear Arrangement with thrust bearing for easy operation. ISI Marked.

DIA IN MM Rate/Each Rs. Rs. 350 50087 55099

400 59372 68883

450 74549 86470

500 85525 99360

600 125270 147322

700 207460 -

750 291499 -

800 339900 -


Public Health Items

900 403852 -

1000 624000 -

1100 705000 -

1200 840000 -

Note: By Pass arrangement exta @ 7.5% for above 500mm dia. Valves.

3

Manufacture, Supply and delivery of CI D/F Non Return Valve Heavy Duty Round Body conforming to IS 5312/Part1/1984. excluding transportation, Central Excise duty and sale tax etc., complete.

DIA IN MM Rate/Each P.N 0.6 PN-1.0 PN-1.6

50 - - 172065 - - 215080 - - 2581100 - - 3440125 - - 4300150 - 5,160 6449200 - 10,292 12865250 - 14,927 18660300 - 22,458 28071350 30,897 - 37928400 39,480 - 49345450 66,499 - 83129500 80,214 - 100273600 128,153 - 160196

4

Manufacture, Supply and delivery of CI D/F Kinetic Double Air Valve Heavy Duty suitable for workking pressure upto 16kg/Cm2 without isolating valve, conforming to IS 14845 excluding transportation, Central Excise duty and sale tax etc., complete.

DIA IN MM Rate/Each PN-1.0

40 2,029

50 2,452

80 3,280

100 4,395

150 9,902

200 16,398

5

Manufacture, Supply and delivery of CI D/F Double Air Valve suitable for workking pressure upto 10kg/Cm2 conforming to G & K Fig.H7 excluding transportation, Central Excise duty and sale tax etc., complete.

DIA IN MM Rate/Each PN-1.0

40 1,259

50 1,739

80 2,409


Public Health Items

100 2,989

150 7,789

200 13,585

6

Manufacture, Supply and delivery of CI D/F Kinetic Air Valve as per IS:14845 Heavy Duty with isolating valve bevel gear operated as per IS 14846 excluding transportation, Central Excise duty and sales tax etc., complete.

DIA IN MM Rate/Each PIN 1.0 PIN 1.6

40 5,774 6,64150 6,738 7,74980 8,876 10,204100 12,226 14,068150 24,090 27,713200 35,924 41,315

7

Conveyance of valves and accessories including loading at factory and unloading, stacking at site of work.

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.For FG 260, Grade of CI shall be certfied by reputed 3rd Party Quality Control Agency (as approved by indenting authority) at the cost of the supplier.


Public Health Items

24. S.S RATES FOR C.I. D/F SOFT SEATED GATE / SLUICE VALVES

Sl. No.

Description PN-1.0 PN-1.6

1 2 3 4

1

Manufacture, supply and delivery of CI D/F Gate (Sluice) Valve (Soft Seated) as per IS: 11335/1995 with body bonnet of Cast Iron of grade FG 260 as per IS 210-1978 wedge fully rubber lined with EPDM and sealsof NBR and the valves should be of vaccum tight and 100% Leak proof with face to face dimensions as per IS : 14846-2000. All the valves should be with Electrostatic powder coating both inside and outside with pocket less body passage, excluding transportation, Central Excise duty and sale tax etc., complete.

DIA IN MM Rate/Each Rs. Rs.

50 3446.00 3790.00

80 4413.00 4854.00

100 5830.00 6413.00

150 9535.00 10488.00

200 15366.00 16,902.00

250 21100.00 23,210.00

300 35692.00 39,261.00

350 109000.00 118,000.00

400 118000.00 127,000.00

2



Note: The duties and taxes as applicable shall be added as per rules at the time of preparation of estimate. For FG 260, Grade of CI shall be certfied by reputed 3rd Party Quality Control Agency (as approved by indenting authority) at the cost of the supplier


Public Health Items

25. S.S.RATES FOR C.I. BUTTERFLY VALVES

Sl. No.

Description TEST PRESSURES

1 2 3 4 5

1

Manufacture, Supply and delivery of CI Wafer Lug type Butterfly Valves conforming to IS 13095/1991 (Reaffirmed 1998) excluding transportation,CED and taxes etc., complete. Operation done with worm actuator ISI marked Rate at Ex-Factory.

PN-0.6 PN-1.0PN-1.6 (New Item)

DIA IN MM Rate / Each Rs. Rs. Rs.40 1558 1634 197250 1686 1777 214365 1995 2090 256580 2461 2598 3135100 3297 3468 4389125 4123 4337 5472150 4940 5201 6612200 7695 8075 11400250 11020 11590 18050300 15200 17860 23750350 22990 23940 32728400 27740 29165 39891450 35625 37525 51253500 48070 50540 69037600 70015 73625 85557700 104215 107350 128552800 143925 147393 161500900 178600 182970 2014001000 218500 223630 2603001100 258400 264290 3420001200 292600 305900 402800

(New Item)

2

Manufacture, Supply and delivery of CI Wafer type Butterfly Valves conforming to IS 13095/1991 excluding transportation,CED and taxes etc., complete. Operation without worm actuator.( ISI marked) Rate at Ex-Factory.

PN-1.0 PN-1.6

DIA IN MM Rate / Each

80 1742 1991100 2375 2715125 3265 3732150 3663 4186200 10095 11537250 16027 18316300 21114 24130

(New Item)

3

Manufacture, Supply and delivery of CI D/F Butterfly Valves manually gear operated conforming to IS 13095/1991 excluding transportation,CED and taxes etc., complete. ISI marked Rate at Ex-Factory.

PN-1.0 PN-1.6

DIA IN MM Rate / Each


Public Health Items

300 25025 28601350 38723 44255400 46364 52987450 54171 61910500 63880 73006600 75198 85941700 112864 128987800 133027 152030900 141685 1619261000 177023 2023121100 228002 2605741200 300939 3439301300 353182 4036361400 498750 5700001500 565583 6463801600 645316 7375041800 838432 9582082000 952945 1089080

1283716 1467104

NOTE All the prices are ex-factory. Excise duty and CST / Local Tax extra as applicable at the time of supply. Packing and transportation extra at 10% on basic cost.

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


Public Health Items

26. S.S RATES FOR WATER HAMMER CONTROL DEVICES

Sl. No. Description

TEST PRESSURE

10 Kgs/cm2

15 Kgs/cm2

20 Kgs/cm2

25 Kgs/cm2

Additional charges for Flanged ended valves

1 2 3 4 5 6 7

1

Manufacture, Supply and delivery of zero volocity 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.

100

125

150 41831 48828 51713 56885

200 43700 50255 54025 59426

250 49306 56702 60955 67050

300 55488 63811 68598 75457

2

Manufacture, Supply and delivery of zero volocity valve/ PSLV with MS Fabricated Body with Plain ends. as per AWWA, Ex-factory excluding trans-portation, Central Excise duty and sale tax etc., complete.

DIA IN MM Rate/ Each Rs. Rs. Rs. Rs. Rs.

350 56413 64875 69741 76715 4888

400 62356 71709 77088 84799 5894

450 72526 83405 89660 98627 7044

500 83821 96393 103624 113987 7619

525/550 90034 102350 112726 123999 9847

600 100808 115929 124624 137086 14047

650 112844 124129 141091 152304 15885

700 131531 144756 164450 177604 18975

750 145691 160281 182131 196722 21304

800 177477 204100 219406 241345 24006

900 210943 242584 255875 286856 29038

1000 255875 255875 255875 355566 36872

1050 258434 258434 258434 374383 38347

1100 325996 369654 403022 443325 42694

1200 392366 431610 491697 529719 48300

1400 588549 647415 737546 794578 72450

1500 685760 754329 857181 925679 67922

1600 699475 769415 874325 944192 69281

3 Manufacture, Supply and


Public Health Items

delivery of Air Cushan valves / Quick Released damped Air Valves (QRDA) as per AWWA, Ex-factory excluding transportation, Central Excise duty and sale tax etc., complete.

DIA IN MM Rate/Each Rs. Rs. Rs. Rs.

100 36513 41990 46189 50807

150 55488 63811 70191 77211

200 59225 68109 74920 82412

4





Public Health Items

27. S.S RATES FOR DI D/F VALVES

Sl. No. Description

TEST PRESSURE

PN 10 PN 16 PN 25

PN 40 Max. ^ P 32

bar

1 2 3 4 5 6

1

Manufacture, supply and delivery of Single Chamber DI Air Valve with Body and cover in Ductile Iron of grade GGG40/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 austenitic alloy steel, Dn50 Float and Gaskets and seals of EPDM. Epoxy powder coating (EP-P) inside and outside colour blue .Drilled as per IS:1538.

DIA IN MM Rate/Each in Rs. 50 22150 22150 28500

80 29550 29550 29550

100 34500 34500 39675

150 42000 42000 48000

200 46000 46000 53500

2

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-part2-1985 and subsequent revisions, wedge fully rubber lined with EPDM and seals of NBR and the valves should be of vaccum tight and 100% leak proof with face to face dimensions as per BS5163-89/IS14846-2000/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 Rate/Each in Rs. PN 10 PN 16

50 5303 5303

80 6790 6790

100 8970 8970

150 14670 14670

200 23640 23640

250 32462 32462

300 54912 54912

350 160227 160227

400 177078 177078


Public Health Items

3

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 nickel weld overlay micro finished, with powder or liquid Expoxy coating with minimum thickness of 250 microns applied on both body and disc inside and outside. Face to face dimensions as per AWWA C 504:80 or BS 5155 or IS:13095. Drilled as per IS:1538.

DIA IN MM Rate/Each in Rs. PN 10 PN 16 PN 25 PN 40

400 123348 139748 162707 230632

450 135414 150291 191407

500 136702 161360 256595 285000

600 179166 252964 297828 312284

700 353704 425628 560925 -

800 383458 528301 818691 -

900 603681 707408 -

1000 704070 879897 1187155 -

1100 812190 -

1200 975249 1209295 1326201 -

4

Manufacture, Supply and delivery of DI D/F Swing Check Valves Slanted/Straight seated with metallic, corrosion proof and wear resistant seat faces, 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 . Shafts of stainless steel, shaft baring of zincfree bronze and sead faces with nickel weld over lay, micro finished. All the inside and outside of the body is to be coated with double coating of epoxy liquid. Drilled as per IS:1538. Dimensions as per I.S 5312 or equivalent codes.

DIA IN MM Rate/Each in Rs. PN 10 PN 16 PN 25 PN 40

200 57038 60431 88628 116006

250 62771 66573 107640 136013

300 78683 83363 131040 166023

350 92606 98163 149058 181233

400 112496 119223 150930 196268

500 143033 151691 191295 251726

600 214600 227500 282000 364500

700 309750 337800 412900 523600

800 387300 422100 520650 659600

Note: All the prices are ex-godown /ex-factory. Excise Duty and CST/Local Tax Extra as applicable at the time of supply. Packing 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& conforming to specifications shall be certified by a third party Quality control agency approved by indenting authority at the cost of supplier.


Public Health Items

28. RATES FOR CAST STEEL VALVES

Sl.No.

Description TEST PRESSURES

1 2 3 4 5 6

1

Manufacture, Supply and delivery of Cast Carbon Steel Non rising spindle sluice valve desing standard as per IS:14846/2000 for Water Supply Shceme with SS Spindle & SS Working parts the grade of Cast Steel for body Bonnet, Dome, Stool Cover, Wedge, Stuffing Box, Gland Thrust Plate, shall be as per IS : 1030 / 1989. (The valve shall be used for High pressure schemes & pumping stations) excluding transporatation, Central Excise duty and sale tax etc., complete. ISI Marked

Class-150 Body

425PSI Seat 300

PSI PN-20

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

FOR Enclosed Spur Gear Arrangement.

Rate/EachClass 150

Class 300

DIA IN MM Rs. Rs.

40 3380 6760 - -

50 5570 10140 - -

65 6970 12675 - -

80 8360 15210 - -

100 11150 20280 - -

125 14300 26000 - -

150 16730 30420 - -

200 27020 54925 33070 60425

250 38030 86450 44080 91950

300 48040 109200 54090 114700

350 64060 145600 72310 153100

400 130130 295750 138380 303250

450 145860 325000 154110 332500

500 171600 390000 179850 397500

600 195910 444600 204160 452100

700 378950 - 387200 -

750 407550 - 419100 -

800 471900 - 483450 -

900 557700 - 569250 -

1000 715000 - 726550 -

1100 772200 - 783750 -

1200 872300 - 883850 -

2

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 ISI Marked


Public Health Items

Rate/Each PN-20 PN-30

DIA IN MM Rs.

40 3360 6110

50 5000 9100

65 6250 11375

80 7500 13650

100 10290 18200

125 12870 23400

150 14150 25740

200 21450 46800

250 30030 78000

300 42900 97500

350 57200 130000

400 117260 266500

450 131560 299000

500 154440 351000

600 178750 406250

3

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 ISI Marked

Rate/EachDIA IN MM Rs.

500 260000

600 325000

700 390000

750 481000

800 715000

900 858000

1000 936000

1100 1105000

1200 1118000

4Conveyance of valves and accessories including loading at factory and unloading, stacking at site of work.


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


Public Health Items

29. S.S RATES FOR SFRC MAN-HOLE FRAME WITH COVERS

Sl.No. Description Unit

S.S. Rates for

2007-08.

1 2 3 4

I

Manufacture as per BIS:12592 (Part 1&2) Supply & Delivery of manhole covers and frames anywhere in A.P., F.O.R. destination including, loading, un-loading & stacking at site but excluding central exise duty, sales tax, octroi and other Govt levies etc., as applicable.

Rs.

a) M.D. -10 with 500mm dia clear opening Each 855

b) H.D.-20 with 500mm dia clear opening Each 1102

H.D.-20 with 560mm dia clear opening Each 1182

H.D.-35 with 560mm dia clear opening. Each 1267

II

Manufacture as per companys standard specification supply and delivery of encapsulated plastic steps for man holes anywhere in A.P. including cost of materials packing as per companys 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 90



Public Health Items

30. S.S RATES FOR FUSION BONDED EPOXY COATING

Sl. No.

Description Unit Rate(Rs.)

1 2 3 4

Providing fusion bonded epoxy coating not less than 175 microns thickness and upto 300 microns to reinforcement of all diameters as per IS 13620-1993 including testing of coating at plant. The rate is inclusive of cost on account of careful handling, PVC coated binding wire instead of GI binding wire, touch up material supplied by coating agency, repair work, transportation from the source of supply of steel to the plant and transportation of coated steel from the plant to site of work, loading, unloading and staightening of bent rods etc., complete as per specification and as directed by the Engineer-in-charge.

per MT 8,964.00



Public Health Items

31. OTHER ITEMS

Sl. No.

Description UnitS.S.Rates

for 2007-08.

1 2 3 4

1SUPPLY AND DELIVERY OF PIG LEAD 99.99 % PURE INCLUDING TAXES AND CONVEYANCE ETC., COMPLETE.

Per Kg 84.38

2SUPPLY AND DELIVERY OF SPUN YARN OF BEST QUALITY INCLUDING TAXES AND CONVEYANCE ETC., COMPLETE.

Per Kg 50.63

3SUPPLY AND DELIVERY OF RUBBER PACKING INCLUDING TAXES AND CONVEYANCE ETC., COMPLETE.

a) 3 mm thick Per Kg 33.75

b) 6 mm thick Per Kg 33.75

4

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

Per Kg 46.80


Public Health Items

S.S RATES FOR CONVEYANCE OF CI PIPES, SPECIALS & VALVES PER METRIC TONNEEXCLUDING LOADING UNLOADING & STACKING

Diameter in MM 80 100 125 150 200 250 300 350 400 450 500 600 700 750 Remarks

For every KM lead or part there of (Rs.)

3.12 3.23 3.35 3.35 3.58 3.70 3.81 3.93 4.04 4.27 4.50 4.50 5.43 7.39

Note :The above rates will be applicable for convenance from Railway Station to stores or from stores to work site. In respect of DI pipes proportionate rates based on Weight may be worked out Adopted relevant loading, unloading and stacking as per item 4 to 7 of the P.H.S.S.R. item


Conveyance Rates of

Materials


Conveyance Rates

RATES FOR CONVEYANCE OF EARTH,SAND&GRAVEL INCLUDINGLOADING, UNLOADING &STACKING ON METALLED ROAD

S. No.

LEAD PERSS rate

for 2007-08

1 2 3 41 UP TO 250 METRES cum 44.80

2 250 To 500 METRES cum 66.10

3 1 Km. cum 86.704 2 Km. cum 90.805 3 Km. cum 96.006 4 Km. cum 100.307 5 Km. cum 104.508 6 Km. cum 113.509 7 Km. cum 119.1010 8 Km. cum 123.6011 9 Km. cum 129.1012 10 Km. cum 133.8013 11 Km. cum 140.5014 12 Km. cum 143.60

15 13 Km. cum 148.10

16 14 Km. cum 153.3017 15 Km. cum 158.0018 16 Km. cum 161.00

19 17 Km. cum 167.90

20 18 Km. cum 172.60

21 19 Km. cum 176.8022 20 Km. cum 182.30

23 Beyond 20 and up to 30 Km (Rate/Km) cum 4.10




27 Beyond 100 Km (Rate / Km) cum 3.40

28 L O A D I N G cum 8.70

29 U N L O A D I N G cum 7.20

30 S T A C K I N G cum 4.60


Conveyance Rates

RATES FOR CONVEYANCE OF METAL, STONE, RUBBLE INCLUDING CUDDAPAH SLABS INCLUDING LOADING, UNLOADING &STACKING ON

METALLED ROAD

S. No. LEAD UNIT

SS Rate for

2007-08

1 2 3 4

1 UP TO 500 mts. cum 100.80

2 1 Km. cum 104.90

3 2 Km. cum 107.60

4 3 Km. cum 113.00

5 4 Km. cum 117.50

6 5 Km. cum 121.70

7 6 Km. cum 134.30

8 7 Km. cum 137.50

9 8 Km. cum 140.10

10 9 Km. cum 147.50

11 10 Km. cum 150.70

12 11 Km. cum 155.90

13 12 Km. cum 162.00

14 13 Km. cum 166.40

15 14 Km. cum 172.30

16 15 Km. cum 175.20

17 16 Km. cum 179.60

18 17 Km. cum 185.50

19 18 Km. cum 190.00

20 19 Km. cum 192.80

21 20 Km. cum 200.00

22 Beyond 20 and up to 30 Km (Rate/Km) cum 5.3023 Beyond 30 and up to 50 Km (Rate/Km) cum 4.7024 Beyond 50 and up to 80 Km (Rate/Km) cum 4.4025 Beyond 80 and up to 100 Km (Rate/Km) cum 4.20


27 L O A D I N G cum 11.10

28 U N L O A D I N G cum 7.60



Conveyance Rates

RATES FOR CONVEYANCE OF LIME STONE, BROKEN LATERITE AND BRICK JELLY INCLUDING LOADING, UNLOADING &STACKING ON

METALLED ROAD

S.No. LEAD UNIT

SS Rate for

2007-08

1 2 3 4

1 0 To 250 mts. cum 96.70

2 251 To 500 mts. cum 97.50

3 1 Km. cum 100.70

4 2 Km. cum 103.10

5 3 Km. cum 108.40

6 4 Km. cum 112.90

7 5 Km. cum 117.40

8 6 Km. cum 126.40

9 7 Km. cum 131.20

10 8 Km. cum 135.90

11 9 Km. cum 140.10

12 10 Km. cum 142.80

13 11 Km. cum 148.90

14 12 Km. cum 152.10

15 13 Km. cum 158.40

16 14 Km. cum 162.00

17 15 Km. cum 166.00

18 16 Km. cum 170.10

19 17 Km. cum 174.20

20 18 Km. cum 179.30

21 19 Km. cum 184.10

22 20 Km. cum 187.30

23 Beyond 20 and up to 30 Km (Rate/Km) cum 4.8024 Beyond 30 and up to 50 Km (Rate/Km) cum 4.60


26 Beyond 80 and up to 100 Km Rate/Km) cum 3.60


28 L O A D I N G cum 8.8029 U N L O A D I N G cum 7.00



Conveyance Rates

RATES FOR CONVEYANCE OF SURKI AND FLYASH INCLUDING LOADING, UNLOADING &STACKING ON METALLED ROAD

S. No.

LEAD UNITSS Rate

for 2007-08

1 2 3 4

1 0 To 250 mts. Tonne 82.60

2 250 To 500 mts. Tonne 83.20

3 1 Km. Tonne 86.90

4 2 Km. Tonne 91.20

5 3 Km. Tonne 93.60

6 4 Km. Tonne 97.90

7 5 Km. Tonne 101.90

8 6 Km. Tonne 110.10

9 7 Km. Tonne 114.20

10 8 Km. Tonne 117.80

11 9 Km. Tonne 121.20

12 10 Km. Tonne 125.30

13 11 Km. Tonne 128.70

14 12 Km. Tonne 132.20

15 13 Km. Tonne 136.60

16 14 Km. Tonne 139.30

17 15 Km. Tonne 143.10

18 16 Km. Tonne 147.40

19 17 Km. Tonne 150.70

20 18 Km. Tonne 155.20

21 19 Km. Tonne 158.30

22 20 Km. Tonne 161.60

23 Beyond 20 and up to 30 Km (Rate/Km) Tonne 3.70




27 Beyond 100 Km (Rate / Km) Tonne 2.90

28 L O A D I N G Tonne 14.90

29 U N L O A D I N G Tonne 9.60

30 S T A C K I N G Tonne 6.10


Conveyance Rates

RATES FOR CONVEYANCE OF STEEL AND LUBRICATING OIL INCLUDING LOADING, UNLOADING &STACKING ON METALLED ROAD

S.No. LEAD UNIT

SS Rate for

2007-08

1 2 3 4

1 0 To 500 mts. Tonne 113.60

2 1 Km. Tonne 115.30

3 2 Km. Tonne 119.90

4 3 Km. Tonne 125.00

5 4 Km. Tonne 129.60

6 5 Km. Tonne 134.10

7 6 Km. Tonne 145.80

8 7 Km. Tonne 149.60

9 8 Km. Tonne 155.00

10 9 Km. Tonne 159.30

11 10 Km. Tonne 164.80

12 11 Km. Tonne 169.80

13 12 Km. Tonne 174.20

14 13 Km. Tonne 179.40

15 14 Km. Tonne 183.60

16 15 Km. Tonne 189.00

17 16 Km. Tonne 193.10

18 17 Km. Tonne 197.70

19 18 Km. Tonne 202.60

20 19 Km. Tonne 207.20

21 20 Km. Tonne 213.40





26 Beyond 100 Km (Rate / Km) Tonne 3.10

27 L O A D I N G Tonne 19.40

28 U N L O A D I N G Tonne 15.00

29 S T A C K I N G Tonne 8.70


Conveyance Rates

NOTE:

1. The above rates are governed by the definition of carriage given under the clause 34 of PS to A.P.S.S.

2. The above rates are inclusive of Loading, Unloading and Stacking Charges (single operation). As the rates for the various items under materials include stacking charges also, the same should be deducted from the conveyance rates obtained from the table where not applicable.

3. Where sandy track and cart track are met with, the equivalent length of these tracks may be arrived by multiplying with factors 1.40 and 1.10 for the length of sandy or cart track respectively and lead for the equivalent length so arrived at may be worked out for the cost of conveyance.

4. When the material like Surkhi, Flyash and Bitumen are conveyed on emergency basis to avoid Wharfage, Demurrage from Railway station/Factories to Departmental Godown which are available within a lead of 8 km., 40% extra rate shall be allowed over above rates (Subject to the condition that the Departmental Godown is not available within 8 Kms).

5. The conveyance rates of Surkhi and Flyash are allowed for conveyance of food grains under food for work program.

6. Lead with fraction should not be rounded off twice. Illustratively, if actual lead on sandy track is 10.20 Km. say, then the lead for purpose of data should be only 10.20 x 1.40 = 14.280 or 15 km and not 10.20 rounded to 11.00 multiplied by 1.40 and again rounded to 16 kms.


HIRE CHARGES


Hire Charges

HIRE/USAGE CHARGES FOR PLANT AND MACHINERY

Sl. No.

Description Unit

Hire charges

( Rupees)Machine Activity

1 2 3 4 5

1 Dozer( D 80 )

Spreading

Per Hour 2400.00Cutting

Cleaning

2 Mortor Grader

Clearing

Per Hour 2260.00SpreadingGSBWMM

3 Hydraulic ExcavatorSoil Ordinary

Per Hour 1950.00Soil MarshySoil unsuitable

4 Front end loaderSoil loading Per Hour 1150.00

Aggregate loading Per Hour

5 Tipper- 5.5 CumTransportation of soil, GSB,WMM, Hot mix etc

Per Hour 500.00

Per tonne Km 3.90

Per Km 39.00

6 Vibratory roller 8 tonne Earth/Soil, GSB,WMM

Per Hour 1350.00

7Smooth wheeled roller 8 tonne

Soil compaction ,BM compaction

Per Hour 470.00

8 Water tanker 6 Kilolitre Water transport Per Hour 300.009 Tractor Pulling Per Hour 300.0010 Tractor with rotavator Scarifying Per Hour 300.00

11 Tractor with ripper attachment

Scarifying Per Hour 300.00

12 Air Compressor General purpose Per Hour 320.0013 Wet mix plant 60 TPH Wet mix Per Hour 1150.00

14 Mechanical broom Hydraulic

Surface cleaning Per Hour 250.00

15 Bitumen Pressure Distributor

Applying bitumen tack coat

Per Hour 820.00

16Emulsion Pressure Distributor

Applying emulsion tack coat

Per Hour 600.00

17 Hot mix Plant – 120 TPH capacity

DBM/BM/SDC/Premix

Per Hour 20000.00


DBM/BM/SDC/Premix

Per Hour 17000.00


DBM/BM/SDC/Premix

Per Hour 15000.00

20 Hot mix Plant – 40 to 60 TPH capacity

DBM/BM/SDC/Premix

Per Hour 13500.00

21Paver Finisher Hydrostatic with sensor control 100 TPH

DBM/BM/SDC/Premix Per Hour 2200.00

22 Paver finisher Mechanical 100

Paving of WMM, paving of DLC

Per Hour 950.00


Hire Charges

Sl. No.

Description Unit

Hire charges


1 2 3 4 523 Hydraulic Chip Spreader Surface dressing Per Hour 1800.00

24 Tandem Road roller Rolling of Asphaltic surface

Per Hour 1150.00

25 Pneumatic Road roller Rolling of Asphaltic surface

Per Hour 900.00

26 Pot-Hole repair machine Repair of pot-holes Per Hour 650.00

27Bitumen boiler oil fired

Bitumen Spraying Per Hour 150.00

28 GSB Plant 50 Cum Producing GSB Per Hour 800.00

29 Mastic Cooker Mastic wearing coat

Per Hour 45.00

30Batching and Mixing Plant (a) 30 Cum capacity

Concrete mixing Per Hour 1850.00

(b) 15 - 20 Cum capacity Concrete mixing Per Hour 1450.00

31 Transit mixer Transportation of concrete mix

Per Hour 1000.00

32 Concrete pump of 45 and 30 cum

Pumping of Concrete

Per Hour 550.00

33

Cranes(a) 80 tonnes

Lifting purpose Per Hour825.00

(b) 35 tonnes 550.00(c) 3 tonnes 240.00(d)Crane with grab bucket 0.75 cum

Well foundation Per Hour 1500.00

(e)Crane with grab bucket 1 cum

Well foundation Per Hour 2500.00

34 Concrete bucket For pouring concrete

Per Hour 10.00

35 Kerb casting machine Kerb making Per Hour 220.00

36Concrete mixer

Concrete mixing Per Hour 300.00(a)0.28 cum(b) 1.0 cum Concrete mixing Per Hour 450.00

37Piling rig with bantonite pump

0.75 m dia to 1.20 m dia boring attachment

Per Hour 3900.00

38Concrete paver finisher with 40 HP motor

Paving of concrete surface

Per Hour 2050.00

39

Integrated stone crusher Crushing of spalls 100 TPH

Per Hour 6150.00

Crushing of spalls 200 TPH

Per Hour 12940.00

40Pre stressing jack with pump and access Stressing of steel

wires/ stands Per Hour 92.00

41 Generator

250 KVA

Generation of electric energy

per hour 1350.00

125 KVA per hour 950.00




Hire Charges

Sl. No.

Description Unit

Hire charges


1 2 3 4 5

42 Pneumatic sinking of Plants Pneumatic sinking of wells

Per K.m. 3250.00

43 Truck 5.5 cum per 10 tonnes

Material transport Per Km. 39.00

Material transport Per tonne km

3.9

44 Road making machine Road making Per Hour 75.00

45 Mobile slurry seal equipment

Mixing and laying slurry seal

Per Hour 800.00

46Plate compacter For compacting in

medians Per Hour 32.00

47Drilling equipment

For drilling Per Hour 900.00

Note: The above hire charges of machinery & plant includes crew, oils, conveyance of machinery to site and all other incidental charges. The proposed rates approved for 2007-08 are based on the rates approved & adopted for 2006-07 by R&B Department duly considering the increase in Oil & labour charges.


ANNEXURE


Seigniorage and Cess chargesi) The seigniorage charges as existing actually may be added in the data rates in

the estimates. j) ii) The revised seigniorage charges as fixed by the Government in G.O. Ms.

No. 217 Industries and Commerce (M-1) Department dated 29-9-2004, shall be as follows:

Sl.No

Name of the Minor Mineral

Unit Rates of seigniorage fee(In Rupees)

1 2 3 4

1 Building Stone M3/MT Rs 45/ 30(Rupees Forty five/Thirty)

2 Rough Stone/Boulders M3/MT Rs 45/ 30(Rupees Forty five/Thirty)

3 Road Metal & Ballast M3/MT Rs 45/ 30(Rupees Forty five/Thirty)

3(a) Dimensional Stone used for Kerbs & Cubes

MT Rs 80(Rupees Eighty)

4 Limekankar/Limestone MT

The rate of Royalty as applicable to limestone(other than L.D.Grade) in respect of Major Minerals as per the 2nd schedule of the Mines and Minerals (D&R)Act 1957.

5 Limeshell MT Rs 80(Rupees Eighty)

6 Marble M3/MT Rs.150/60(Rupees one hundred and fifty/sixty)

7 Marble Chips MT Rs.40(Rupees Forty)

8 Moram/Gravel&Ordinary earth

M3/MT Rs.20/12(Rupees Twenty/Twelve)

9

Ordinary Sand/Sand Manufactured from Boulders useful for Civil Construction

M3 Rs.36(Rupees Thirty Six)

10 Shingle M3 Rs.15(Rupees Fifteen)11 Chalcedony Pebbles MT Rs.30(Rupees Thirty)

12 Puller’s Earth/Bentonite MTRs.100(Rupees Hundred)-WhiteRs.40(Rupees Forty)-Off White

13 Shale/Slate MT Rs.100(Rupees Hundred)14 Rehmati M3 Rs.15(Rupees Fifteen)

15a(i)

a(ii)

(b)

Limestone SlabsColour

White

Black

--Rs.6(Rupees Six)per Sq.Mt or Rs.80(Rupees Eighty)per Mt Which ever is higher

--Rs.4(Rupees Four)per Sq.Mt or Rs.50(Rupees Fifty)per Mt Which ever is higher

--Rs.3(Rupees Three)per Sq.Mt or Rs.40(Rupees Forty)per Mt Which ever is higher

16

Ordinary Clay, Silt and Brick Earth used in the Manufacture of Bricks including Mangalore Tiles

--

Rs 3500 (Rupees Three thousand and five hundred)per kiln per annum for Bricks & Tiles


Seigniorage and Cess charges

(Rate per Cubic metre)

17Granite useful for

Cutting & Polishing More than 270

Cms x 150 cms Size

Below 270 cm x 150 cm size

Below 75 Cm Size

aBlack Granite Galaxy Variety

Rs.3000/-(Rupees three thousand)

Rs.2250/-(Rupees Two thousand two hundred and fifty)

Rs.1000/-(Rupees one thousand)

b. Black Granite other than Galaxy Variety

Rs.2250/-(Rupees Two thousand two hundred and fifty)

Rs.1750/-(Rupees one thousand seven hundred and fifty

Rs.750/-(Rupees Seven hundred and fifty)

c.

Colour Granite of Srikakulam Blue,Indian Aurora of Nizamabad District,Leptinites of Coastal Dists,Black Pearl of Prakasam &Guntur District

Rs.2250/-(Rupees Two thousand two hundred and fifty



d.Colour Granite of other Varities


Rs.1500/-(Rupees One thousand and five hundred)


Note: In respect of Black Galaxy Granite, Incentive of Rs.250(Rupees two hundred and fifty)per Cubic meter is allowed for the Blocks above 75 cms provided they are processed in the Granite industry within State/Country

SCHEDULE – II

Rates of Dead Rent

Sl No Name of the Minor Mineral Rate of Dead Rent per hectare per Annum


Seigniorage and Cess charges

1 2 3

1 Black Granite Rs.50,000/-(Rupees fifty thousand)

2 Colour Granite Rs.40,000/-(Rupees forty thousand)

3

Limestone other than classified Major Minerals used for Lime burning for Building construction purpose, Marble, Boulders, Building stone includingstone used for road metal, Ballast concrete and other construction purposes shale, slate and Phylits, Mosaic Chips, Fuller’s Earth/Bentonite

Rs. 25,000/- (Rupees twenty five thousand)

4

Gravel, Morrum, Shingle, Lime Stone Slabs used for flooring purposes, Lime Kankar, Chalcedeny Pebbles used in the Building purposes, Lime Shell for burning used for building purposes and Rehmatti

Rs. 15,000/- (Rupees fifteen thousand)

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.


Copy of

GOVERNMENT OF ANDHRA PRADESHIRRIGATION & CAD (PW:COD) DEPARTMENT

ABSTRACT

I & CAD Department – Scrapping of manual rate of earth work from the estimates - Adoption of the machine rate in all cases for earth work excavation where the quantity exceeds 1000 cum – Amendment to Para 1.05 of Annexure.I of G.O.Ms.No.23, I & CAD (PW) Department dated: 05-3-1999 – Orders – Issued.

G.O.Ms.No.134, Dated: 25-11-2002Read the following:

1) G.O.Ms.No.23, I & CAD (PW) Department dt:05-3-1999.2) From the Engineer-in-Chief (AW) Letter No.ADA/TC1/BOCE-3 item.3/ 2002,

dt:05-9-2002.

***ORDER:

In the circumstances reported by the Engineer-in-Chief (Admn. Wing) and recommendations of Board of Chief Engineers, Government after careful examination of the matter hereby issue amendment to Para 1.05 of Annexure.I of the G.O.Ms.No.23, I & CAD ( PW:COD ) Department dated:05-3-1999 in super cession of the earlier orders issued in the matter to adopt machine rates in all the cases for earth work excavation where the quantities exceed 1000 cum with relaxation on the following items of works:

1) Earth work excavation for seating to lining for a depth of 0.10m to 0.15m for Canals / Channels.

2) Removal of silt and slushy soils from the Canals / Channels where depth of removal is less than 0.30 m.

3) Earthwork excavation for restricted foundation for small structures building foundations etc.,

4) Silt in slushy soils removal in lined canals, where movement of machinery is restricted.

5) Earth work Excavation for model sections, chutes etc., where the movement of machinery is restricted.

2. This order issues with the concurrence of Finance (Works & Projects) Department vide their U.O.No.7335 / F8 (2)/2002-1, dated:18-11-2002.

J.HARINARAYANPRINCIPAL SECRETARY TO GOVERNMENT


SSR 2007-08

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Transcript of SSR 2007-08