SoR - 2019-20 Roads and Bridges Andhrapradesh PDF

ROAD & BRIDGE WORKS
1
INDEX
PART-II
ROAD & BRIDGE WORKS
Sl. No. Description Page No.

From To
1 Preamble 3 8
2 Labour Rates 9 13
3 Material & Work Item Rates 14 25
4 Hire Charges of Plant & Machinery for Road & Bridge Works 26 29
2
PREAMBLE
3
1.0 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 Visakhapatnam
Municipal Corporation and Vijayawada Municipal Corporation (Upto a belt of 12 kms
from Municipal corporation limits) and other Municipal Corporations as notified by the
Government from time to time.
ii) 40% extra over the rates on labour component of works for Greater Visakhapatnam and
Vijayawada Municipal Corporation limits (Upto a belt of 12 kms from Municipal
corporation limits)
iii) 40% extra over the rates on labour component of works for Amaravati Capital City area
(217.23 Sq. Km) as declared by the Govt. vide GO MS No. 141 MA&UD (M2) Dept.,
dt. 9.6.2015 (This is introduced as per the Govt. instructions issued in Govt. Memo No.
668755/ Reforms/ 2017 dt. 14.7.2017).
b) Allow 20% extra over basic rates on labour component of works in all District
Headquarters and the remaining Municipal limits (up to a belt of 12 Kms. from Municipal
limits)
c) For works at Tirumala Hills in Chittoor District, 40% extra over the basic rates of labour
component is allowed.
d) For works at Horsely hills in Chittoor District, 30% extra over the basic rates of labour
component is allowed.
e) For works located inside Tirumala Temple, 20% extra over the basic rate of labour component
specified for Tirumala Hills is allowed.
f) For Works located inside T.T.D Temples of Sri Padmavathi Ammavari Temple,Tiruchanoor,
Sri Govindaraja Swamy Temple at Tirupathi, Sri Kapileswara Swamy Temple,
Kapilatheertham, Tirupathi and Sri Kalyana Venkateswara Swamy Temple, Srinivasa
Mangapuram , 20% extra over the basic rates of labour component for Tirupathi Municipal
Corporation is allowed.
B) JAIL COMPOUNDS:
20% extra is allowed over labour rates for the works 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:
4
a. 20% Extra over basic rates on labour component works allowed for works situated within 10
Kms belt of Industrial area of Ibrahimpatnam, Vuyyuru, Jaggaiahpeta in Krishna District,
Macherla, Gurajala, Challapalli in Guntur District, Garividi in Vijayanagaram District,
Renigunta in Chittoor District, Yerraguntla & Mangampet in Kadapa District, Hindupur,
Tadipatri, Anantapur, Guntakal, Rayalcheruvu, Yadiki of Anantapur District, Adoni, Dhone,
Cement Nagar, Nandyal, Kurnool, Yemmiganur & Bethamcherla of Kurnool District and
Anakapally of Vishakhapatnam District.
D) AGENCY / TRIBAL AREAS:
a) 25% 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) 40% 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.
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.
Note: Under compelling circumstances, the concerned Chief Engineer can adopt the
equivalent length of road as 2 ½ times of actual length.
Note for 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 WATER LEADS:
5
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.
3.0 EXCAVATION OF TRIAL TRENCHES, TRIAL PITS AND EXCAVATION IN

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

IN RESTRICTED PLACES: -
A. TRIAL TRENCHES:
1) Trial trenches of not more than 2 metres in width …25% extra
B. TRIAL PITS:
1) Up to 2 Metres depth … 25% extra

2) 2 Metres to 4 Metres depth … 50% extra
6) 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

6
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 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 hard rock for restricted places
are to be allowed for (2/3) rd of the cost and shall not to be allowed in respect of items
involving blasting component which may be taken as 1/3 of the cost.
4.0 Proportion of First class and 2nd 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.
5.0 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. 3.00 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.
6.0 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
7
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.
7.0 The conveyance of bitumen for bulk and packed may be admitted as follows:
Packed --- Rs. 1.75 per Km/ MT

Bulk --- Rs. 1.65 per Km/ MT (round the trip)
8.0 SEIGNIORAGE CHARGES:
Seigniorage charges for materials as fixed by the Government in G.O.Ms.No.100 (Industries

and commerce department) Dt. 31.10.2015 may be added in the data of rates in the estimate.
The Provision towards Contractor's Profit and Overhead charges should not be operated on
the Seigniorage Charges while adding Seigniorage Charges to the data in the estimate. In
case of revision, the revised rates as fixed by Mines and Geology Department have to be
adopted.
9.0 Earthwork excavation rate for Trench cutting, formation of embankment & shoulders,
foundations, removal of unserviceable soil etc., is to be arrived based on the Machinery
adopted in the MoRTH Standard data book for excavation of soil.
10.0 All the Materials and Machinery Hire charges are excluding taxes.
8
LABOUR RATES
9
Si. S.S. Description Unit S o Rate for Remarks
No Item (Per) 2019-20
No. in Rs.
1 2 3 4 5 6
(A) SKILLED WORKMEN
First Class
1 a Stone cutter Day 515 As per WR Dept.
(S.No.39)
2 b Mason & Brick Layer Day 500 As per WR Dept.
(S.No.11)
3 c Carpenter Day 580 As per WR Dept.
(S.No.4)
4 d Painter Day 580 As per WR Dept.
(S.No.35)
5 e Plumber Day 580 As per WR Dept.
(S.No.36)
6 f Welder Day 510 As per WR Dept.
(S.No.41)
7 g Fitter Day 550 As per WR Dept.
(S.No.6)
8 h Electrician Day 575 As per WR Dept.
(S.No.5)
9 1 Cook Day 470 As per WR Dept.
(S.No.2)
Other Category
10 2 Mechanic Day 530 As per WR Dept.
(S.No.12)
11 3 Rigger Day 536
12 4 Rigger Syrang Day 536
13 5 Well Sinker Day 536
14 6 Blaster Day 570 As per WR Dept.
(S.No.3)
15 3 Bar bender Day 625 As per WR Dept.
(S.No.1)
16 7 Tipper and Heavy Vehicle Driver above 12 T Day 570 As per WR Dept.
(S.No.15)
17 Tanker and medium Vehicle driver (7.5 T to Day 534
12 T)
18 Tanker and Light Vehicle driver up to 7.5 T Day 412
19 Wagon Drill Operator upto 7.5 T Day 532

20 8 Lorry and Heavy Vehicle Driver above 12 T Day 565
21 Road Roller Driver (7.5 T to 12 T) Day 510 As per WR Dept.
(S.No.27)
22 Road Roller Driver 7.5 T Day Deleted
23 9 Tractor Driver above 12 T Day Deleted
24 Tractor Driver (7.5 T to 12 T) Day Deleted
25 Tractor Driver 7.5 T Day 514
Operator
26 10 Pan Mixer Day 551
27 Concrete Mixer Day 510 As per WR Dept.
(S.No.16)
Si. S.S. Description Unit S o Rate for Remarks
No Item (Per) 2019-20
10
No. in Rs.
1 2 3 4 5 6
28 Vibrator Day 510 As per WR Dept.
(S.No.32)
29 Composer Day 513
30 Jack Hammer Day 510 As per WR Dept.
(S.No.23)
31 Driller Day 570 As per WR Dept.
(S.No.34)
32 Boring Maistry Day 493
33 11 Pump operator Day 510 As per WR Dept.
(S.No.24)
34 12 Turner Grade-I Day 536
35 13 Wireless Operator Day 570 As per WR Dept.
(S.No.12)
Other Category
36 14 Assistant Wireless Operator Day 489
37 15 Jeep Driver Day 565 As per WR Dept.
(S.No.15)
Other Category
38 16 Work Inspector with I.T.I qualification Day 580 As per WR Dept.
(S.No.9)
Other Category
39 17 Work Inspector with LCE, LME,L.E.E Day 750 As per WR Dept.
qualification (S.No.4)
Other Category
40 18 Work Inspector with B.E (Civil, Mechanical Day 960 As per WR Dept.
and Electrical) qualification (S.No.7)
Other Category
41 19 Work Inspector with Non-technical Day 520 As per WR Dept.
qualification SSLC/SSC/HSC (S.No.10)
42 20 Mason Spl. Grade for Mossaic and Polished Day 529

shahabad stone floor
43 21 a(i) Typist / Job Typist Day 570 As per WR Dept.
(S.No.13)
Other Category
a (ii) Computer operator Day 630 As per WR Dept.
(S.No.11)
Other Category
b CAD Operator with Diploma in Engineering / Day 775 As per WR Dept.
General degree with CAD certificate (S.No.14)
Other Category
(B) SEMI –SKILLED WORKMEN
SECOND CLASS
44 a Mason Day 460 As per WR Dept.
(S.No.35)
Semi-Skilled
45 b Brick Layer and Stone Cutter Day 460 As per WR Dept.
(S.No.35)
Semi-Skilled
46 c Carpenter Day 460 As per WR Dept.
(S.No.4)
Semi-Skilled
47 d Painter Day 460 As per WR Dept.
(S.No.37)
Semi-Skilled
Sl.no S.S. Description Unit S o Rate for Remarks
Item (Per) 2019-20
11
No. in Rs.
1 2 3 4 5 6
48 e deleted
49 f Blacksmith Day 495 As per WR Dept.
(S.No.2)
(Skilled)
50 g Welder Day 471
51 h Fitter Day 471
52 i Electrician Day 471
53 2 Caulker Day 471
54 4 Tinker Day 471
55 5 Sawyer Day 471
56 6 Brick-Moulder Day 471
57 7 Pot-tile turner Day 471
58 8 Pan-tile turner Day 471
59 9 Brick and Lime Kiln man/Glazzer Day 471
60 10 Telephone Operator Day 570 As per WR Dept.
(S.No.12)
Other Category
61 11 Hand Driller Day 472
62 12 Quarry Man Day 472
63 13 Hammer Man Day 460 As per WR Dept.
(S.No.40)
Semi-skilled
64 14 Thatcher Day 471
65 15 Fireman Day 471
66 16 Cleaner/Helper Day 471
67 17 Stone Packer Day 471
68 18 Jawali Day 471
69 19 Ex-Service man/Goorkha watchman Day 471
70 20 Ratton Worker Day 471
71 21 Mate Day 471
72 1 Head Mazdoor (Mukaddar) Day 460 As per WR Dept.
(S.No.10)
Semi-Skilled
(C) UNSKILLED WORKMEN
73 2 Man Mazdoor Day 420 As per WR Dept.
(S.No.3)
Un-Skilled
74 3 Watch Man Day 420 As per WR Dept.
(S.No.5)
Un-Skilled
75 5 Woman Mazdoor Day 420 As per WR Dept.
(S.No.4)
Un-Skilled
76 6 (b) Helper/Cleaners/Sweepers/Scavangers/ Day 418
Choukidars/Security Guards/Office Boys
77 Note : Whenever unskilled workmen are engaged for cleaning of Sewers &
Septic Tanks, they may be paid double the above wages.
(D) OTHER CONVEYANCE ITEMS S o Rate for Remarks
2019-20
in Rs.
12
1 2 3 4 5 6
78 1 Single bullock with driver and cart Day 485 As per WR Dept.
(S.No.6)
Semi-Skilled
79 2 Bullock pair with driver Day 537
80 3 Bullock pair with driver and cart Day 520 As per WR Dept.
(S.No.5)
Semi Skilled
81 4 Bullock pair with driver and cart with Day 598
pneumatic tyres
82 5 Bullock pair driver and kapila Day deleted
83 6 Nava with crew Day 460 As per WR Dept.
(S.No.3)
Semi Skilled
84 7 Punt thundal Day 400
85 8 Punt lascar Day 400
Note: 1) The wage should not be less than the minimum
wages of schedule of employment, subject to out turn.
2) 25% extra over the corresponding labour rates in

respect of the work to be done during night time
subject to issue of certificate accordingly by the
concerned estimate sanctioning authority for providing
in the data and by the concerned Executive Engineer in
charge of the work for payment. The night time
allowance is applicable only to the works done under
Greater Visakhapatnam Municipal Corporation and
Vijayawada Municipal Corporation only.
13
MATERIAL & WORK ITEM
RATES
14
RATES OF MATERIALS & WORK ITEMS
RATES OF
MATERIALS S.S. S o Rate Remarks
Unit
& WORK Item Description for 2019-20
(per)
ITEMS SSI No. in Rs.
No.
1 2 3 4 5 6
(A) STONE AND ROAD MATERIALS
ROUGH STONE QUARRIED
INCLUDING WEDGING, BREAKING,
BURNING, SPLITTING.
1 22.a For R.R Masonry Work (other than 1 cum 171.45
Granite, Dolomite and Trap)
2 b.i For SS Revetment work 225 mm 1 cum 145.00 As per WR Dept.
(S.No.3) of
Miscellaneous
items
3 b.ii For SS Revetment work 300 mm 1 cum 160.00 As per WR Dept.

(M 003 of
Materials other
than covered
under Irrigation
items)
4 b.iii For SS Revetment work 450 mm 1 cum 148.55
5 c Jeddy Stone above 450 mm to 600 mm 1 cum 196.20
6 d i Laterite for revetment 225 mm 1 cum 129.50
7 d ii Laterite for revetment 300 mm 1 cum 151.43
8 d iii Granite for SS revetment 225 mm 1 cum 168.55
9 d iv Granite for SS revetment 300 mm 1 cum 163.80
Note:- Only when other granite is not
available
10 e Laterite for masonry 1 cum 148.55
11 f Cyclopean stones above 0.2 cum 1 cum 278.10
12 g For R.R.Masonry works ( granite, dolamite 1 cum 250.00 As per WR Dept.
and trap variety) (M 148 of
Materials other
than covered
under Irrigation
items)
13 NOTE:- For items 22(a) to 22© and 22(g) 1 cum 70.00
add extra Rs /cum, wherever quarrying
is done by blasting
COURSED RUBBLE STONE
QUARRYING WEDGING,
BREAKING, BURNING AND
SPLITTING FOR SS FIRST SORT
WORKS
14 23.a Granite, Dolamite and trap 1 cum 274.30
15 23.b For other varieties 1 cum 197.15
16 27 Granite stone slabs for culverts, lintels and 1 cum 1810.50
copings (3 faces dressed coarsed rubble
masonry)
15
RATES OF
Unit
(per)
No.
1 2 3 4 5 6
17 NOTE: - For items 23(a), 23(b) and 27 add 1 cum 82.00

extra Rs. Per Cum, wherever quarrying is
done by blasting
18 28.a Bond stones ( 600 x 200 x 200 mm ) each 47.60
19 b Chainage stones and Centre line stones each 47.60

(750x150x150 mm)
20 31 Demarcation Stones ( 900 x 150 x 150 mm) each 85.70
21 32.a Guard Stones ( 1200 x 200 x 200 mm ) each 144.75
22 B Guide Stones ( 800 x 150 x150 mm ) each 97.15
23 C Carving letters and figures in stone up to each 9.50
100 mm size
24 D Carving letters and figures in stone above each 10.50
100 mm size
HARD BROKEN STONE OF
GRANITE, TRAP AND DOLERITE
FREE FROM DUST OBTAINED BY
QUARRYING, WEDGING,
BREAKING, BURNING AND
SPLITTING
25 33.a - do - 6mm size (SS 5) 1 cum 524.00 As per WR Dept.
(M 050 of
Materials
excluding
blasting charges
Rs.70/- and
Machine crushing
charges @ 25%)
26 b - do - 10mm size (SS 5) 1 cum 680.00 As per WR Dept.

(M 051 of
Materials
excluding
blasting charges
Rs.70/- and
Machine crushing
charges @ 25%)
27 c - do - 12mm size (SS 5) 1 cum 808.00 As per WR Dept.

(M 052 of
Materials
excluding
blasting charges
Rs.70/- and
Machine crushing
charges @ 25%)
16
RATES OF
Unit
(per)
No.
1 2 3 4 5 6
28 d - do - 20mm size (SS 5) 1 cum 1016.00 As per WR Dept.
(M 053 of
Materials
excluding
blasting charges
Rs.70/- and
Machine crushing
charges @ 25%)
29 e - do - 25mm size (SS 5) 1 cum 976.00 As per WR Dept.

(M 054 of
Materials
excluding
blasting charges
Rs.70/- and
Machine crushing
charges @ 25%)
30 f - do - 40mm size (SS 5) 1 cum 608.00 As per WR Dept.

(M 055 of
Materials
excluding
blasting charges
Rs.70/- and
Machine crushing
charges @ 25%)
31 g - do - 50mm size (SS 5) 1 cum 434.30
32 h - do - 60mm size (SS 5) 1 cum 399.05
33 i - do - 65mm size (SS 5) 1 cum 360.95
34 j - do - 75mm size (SS 5) 1 cum 289.50
35 k - do - 75 to 100mm size (SS 5) 1 cum 236.20
36 NOTE:- (1) Add extra Rs. /- per cum for 1 cum 70.00
items 33 (a) to 33 (k) if the metal is
obtained by blasting
37 (2) Add 25% extra per cum if the metal is 1 cum 25%
obtained by machine crushing excluding
cost of blasting.
38 (3) Deduct Rs. /- per cum if the metal or 1 cum 9.90
rubble is obtained from surface stone and
boulders.
39 (4) Add Rs. /- per cum for selection of 1 cum 17.00
stones and boulders from excavated spoil
dumps for items 33 a to 33 k, when this
17
RATES OF
Unit
(per)
No.
1 2 3 4 5 6
addition of Rs. /- per Cum is allowed, 1 cum 9.90
deduction of Rs. /- per Cum mentioned
under Note (3) above should invariably be
made.
SOFT BROKEN STONE SCREENED
AND FREE FROM DUST
40 33.l - do - 40 mm size ( SS 5 ) 1 Cum 117.15
41 33.m - do - 50 mm size ( SS 5 ) 1 Cum 105.70
42 33.n - do - 60 mm size ( SS 5 ) 1 Cum 82.85
43 33.o - do - 65 mm size ( SS 5 ) 1 Cum 74.30
44 33.p - do - 75 mm size ( SS 5 ) 1 Cum 69.50
HARD BROKEN STONE OF
GRANITE TRAP DOLERITE AND
DOLAMITE FREE FROM DUST
OBTAINED BY QUARRYING
WEDGING, BREAKING, BURNING
AND SPLITTING (QUARTZITE AND
BASALT WITH AGGREGATE
IMPACT OF LESS THAN 20)
45 33a -do- 2.36 to 5 mm size (IRC&MORTH) 1 cum 350.00
46 b -do- 5 to 7mm size (IRC&MORTH) 1 cum 480.00
47 c -do- 9.5 to 11.2mm size (IRC&MORTH) 1 cum 624.75
48 d -do- 12mm to 14 mm size ( IRC and 1 cum 742.85
MORTH )
49 e -do- 19 mm to 22 mm size ( IRC and 1 cum 937.15
MORTH )
50 f -do- 25 mm to 27 mm size ( IRC and 1 cum 899.05
MORTH )
51 g -do- 40 mm to 45 mm size ( IRC and 1 cum 560.00
MORTH )
52 h -do- 50 mm to 55 mm size ( IRC and 1 cum 434.30
MORTH )
53 i -do- 60 mm to 63 mm size ( IRC and 1 cum 399.05
MORTH )
54 j -do- 65 mm size ( IRC and MORTH ) 1 cum 360.95
55 k -do- 75 mm size ( IRC and MORTH ) 1 cum 289.50
56 l NOTE:- Add extra Rs. /- per cum for 1 cum 70.00 As proposed by
items 33 (a) to 33 (j) if the metal is WR Dept.
obtained by blasting
57 2 Add 25% extra per cum if the metal is 1 cum 25% As proposed by
obtained by machine crushing excluding WR Dept.
cost of blasting.
58 3 Deduct Rs. /- per cum if the metal or 1 cum 9.90
rubble is obtained from surface stones and
boulders
18
RATES OF
Unit
(per)
No.
1 2 3 4 5 6
59 4 Add Rs. /- per cum for selection of stones 1 cum 17.00
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) 9.90
above should invariably be made
HARD BROKEN STONE OTHER
THAN GRANITE SUCH AS QUARTZ,
QUARTZ-NAPA AND BASALT
SCREENED AND FREE FROM DUST
60 33.q - do - 10 mm size (SS 5) 1 Cum 367.60
61 -do- 9.5 mm to 11.2 mm size ( IRC and 1 Cum 367.60
MORTH )
62 r - do - 12 mm size (SS 5) 1 Cum 344.75
63 -do- 12mm to 14 mm size ( IRC and 1 Cum 344.75
MORTH )
64 S - do - 20 mm size (SS 5) 1 Cum 279.05
65 -do- 19 mm to 22 mm size ( IRC and 1 Cum 279.05
MORTH )
66 T - do - 25 mm size (SS 5) 1 Cum 273.35
67 U - do - 40 mm size (SS 5) 1 Cum 161.90
MORTH )
69 V - do - 50 mm size (SS 5) 1 Cum 142.85
MORTH )
71 33.w - do - 65 mm size (SS 5) 1 Cum 135.25
MORTH )
73 X - do - 75 mm size (SS 5) 1 Cum 111.45
74 - do - 75 mm size ( IRC &MORTH) 1 Cum 111.45
75 Y - do - 75 to 100 mm size (SS 5) 1 Cum 87.60
76 - do - 75 to 100 mm ( IRC& MORTH) 1 Cum 87.60
OTHER ITEMS
77 33.z1 Laterite 40 to 75 mm ( ring) 1 Cum 96.20
78 z2 kankar, hard broken kankar 40 to 75 mm ( ring ) 1 Cum 71.45
79 z3 Soling stone of 150 mm size of granite, trap 1 Cum 90.50
and Dolamite varieties.
80 NOTE:- (1) Add extra for items to 33(z3) 1 Cum 70.00 As proposed by
Rs /- Per cum, wherever quarrying is done WR Dept.
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
81 z4 Soling stone of 150 mm size other than 1 Cum 72.40
19
RATES OF
Unit
(per)
No.
1 2 3 4 5 6
granite variety
82 z5 Soling Stone laterite, Kankar 150mm, 1 Cum 44.75
surface stone
83 z6 Field picked metal unbroken 20 mm size 1 Cum 58.10
84 z7 - do - 25 mm size 1 Cum 43.80
85 z8 - do - 40 mm size 1 Cum 50.50
86 z9 - do - 50 mm size 1 Cum 43.80
87 z10 - do - 60 mm size 1 Cum 38.10
88 z11 - do - 80 mm size 1 Cum 33.35
89 NOTE:- Add Rs. /- Per Cum for selection of stone and 17.00
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.
90 34 Gravel 1 Cum 113.00 As per WR Dept.
(M 008 of
Materials other
than covered
under Irrigation
Items )
91 35 a Quarry rubbish 1 Cum 84.75
92 B HBG Stone Chips 2.36 mm and below 1 Cum 350.00 As per WR Dept.
(Sl.No.67 of
Materials)
93 36.a Fine aggregate / Sand (un-screened) for 1 Cum 100 As per WR Dept.
Concrete & Filtering items (Si. No. 27 of
Materials) and
will be revised as
94 b. Fine aggregate / Sand (unscreened) for 1 cum 100 per the Govt. new
filling sand policy
95 c Fine aggregate / Sand (screened) for 1 Cum 182 As per WR Dept.

Mortar, Plastering items and Sand blasting (Si. No. 28 of
Materials) and
items (Rs. 82/- is added towards will be revised as
screening charges) per the Govt. new
sand policy
96 37 Clay for puddle and masonry Items 38 (a) 1 Cum 38.00

to 39 (h) As per local prevailing rates based
on competitive quotations.
(C) LIME AND CEMENT

97 40 to As per local
41(c ) prevailing
rates based on
competitive
rates
98 42 Cement excluding cost of empty cement 1 MT 3900/- Monthly rates
bags will be
communicated
20
RATES OF
Unit
(per)
No.
1 2 3 4 5 6
by the Govt
NOTE: (1) The rates are exclusive of VAT, Excise duty and GST 2) The price of
cement will be reviewed and fixed on monthly basis and rates will be communicated
separately.
99 C Grinding lime mortar or Surkhi mortar 1 Cum 95.25

100 D Shell lime slaked and screened 1 Cum 940.00
101 E White cement 1 Kg. 27.95
102 (D) MORTARS
103 43 to Items 43 to 45
45
(E) METAL AND IRON WORKS
104 Mild steel rods 6mm dia. 1 MT Monthly rates
communicated
105 Mild steel flats 1 MT
by the Govt
106 Mild Steel, Structural Steel, I.e., Angles, 1 MT
Channels and I sections.
107 High Yield Strength Deformed Bars/TMT 1 MT
bars
108 Mild steel plates 1 MT
NOTE: (1) The rates are exclusive of VAT, Excise duty and
GST 2) The prices of steel will be reviewed and fixed on monthly
basis and rates will be communicated separately.
III RATES OF WORKS

(A) CLEARING SITE
109 1.a Clearing heavy Jungle 1 Sqm 3.20
110 b Clearing light Jungle 1 Sqm 2.80
111 c Clearing Scrub Jungle 1 Sqm 2.80
112 d Clearing Juliflora (Prosafis) jungle including 1 Sqm 4.40
up-rooting and removing of Juliflora stumps.
113 2.a.1 Cutting and removing Palmyrah trees Each 21.00
including stacking of girth 30 to 100 cm.
114 a.2 - do - 100 to 200 cm. Each 48.00
115 2.b.1 Uprooting and removing Palmyrah stumps Each 51.00
116 b.2 - do - 100 to 200 cm. Each 53.00
117 2.c.1 Cutting and removing date trees including Each 26.00
stacking of girth 30 to 100 cm
118 c.2 - do - 100 to 200 cm Each 39.00
119 2.d.1 Uprooting and removing stumps of date trees Each 26.00
120 d.2 - do - 100 to 200 cm Each 33.00
21
RATES OF
Unit
(per)
No.
1 2 3 4 5 6
121 2.e 1 Cutting and removing other kind of trees Each 33.00
including stacking of girth 30 to 100 cm
122 e.2 - do - 100 to 200 cm Each 51.00
123 e.3 - do - above 200 cm Each 83.00
124 2.f.1 Uprooting and removing stumps of other kind Each 26.00
of trees including stacking of girth 30 to 100
cm.
125 f.2 - do - 100 to 200 cm Each 36.00
126 f.3 - do - above 200 cm Each 45.00
127 3.a Uprooting and clearing prickly pear jungle 1 Sqm 2.50
128 b - do - under 2.5 meters height including 1 Sqm 3.30
burning and burrying as directed.
129 c - do - over 2.5 meters height including 1 Sqm 3.90
burning and burrying with an initital lead of
conveyance
130 4.a Removing of natchu, goobi, thooti etc., from 1 Sqm 2.10
drains, channels including clearance if not
more than 1 metre depth of water with an
initial lead of 10 metresand lift of 2 metres.
131 b.i Clearing alchi, tilla 1 Sq.m 4.20
132 b.ii Removal of Jammu 1 Sq.m 3.60
133 c.i Removal of imponea, cornea 1 Sq.m 4.00
134 c.ii Removal of water hyacinth upto 30 cm thick. 1 Sqm 4.10
135 c.iii - do - more than 30 cm thick 1 Sq.m 5.50
136 d Removal of natchu, goobi, thooti etc., for 1 Sqm 1.50
every extra lead or lift over the initial lead or
lift.
(B) DISMANTLING
DISMANTLING, CLEARING AWAY
5 MATERIALS USEFUL FOR REUSE.
137 a.i Dry rough stone revetment for aprons and 1 cum 65.60
stacking within 40 metres
7 Drilling holes in hard granite or sheet rock
a) Manually ( Hand)
138 i) 20 mm dia meter 1 RM 136.00
139 ii) 25 mm dia meter 1 RM 144.00
140 iii) 36 mm dia meter 1 RM 166.00
141 b) Pneumatic Compressor
142 i) 20 mm dia meter 1 RM 154.00
8 Grouting the holes with neat cement slurry
excluding cost of steel
22
RATES OF
Unit
(per)
No.
1 2 3 4 5 6
145 i) 20 mm dia meter 1 RM 97.00

White Washing and Painting works
148 A White washing and colour banding for guard each 10.00
and guide stones including cost of materials
149 B1 Screening sand and gravel 1 cum 10.50
150 B2 Screening chips and metal 1 cum 17.60
151 C Removing and refixing Hectometre or each 12.65

Demarcation stones
(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
152 A 40 mm thickness 10 sqm 70.00
153 B 50 mm thickness 10 sqm 74.00
154 C 75 mm thickness 10 sqm 80.30
155 D 100 mm thickness 10 sqm 87.00
156 1 (ii ) (For compact thickness of soft metal)
157 A 50 mm thickness 10 sqm 53.80
158 B 75 mm thickness 10 sqm 63.90
23
RATES OF
Unit
(per)
No.
1 2 3 4 5 6
159 C 100 mm thickness 10 sqm 70.10
5 Picking old metalled surface to a depth of
40 to 100 mm and spreading metal
including watering with an initial lead of 2
Hectometers and rolling with power rollers
watering and spreading gravel for blindage
and power roller rolling including hire
charges 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
160 5 (a) 40 mm thick ness 10 sqm 185.00
161 (b) 50 mm thick ness 10 sqm 210.00
162 (c ) 75 mm thick ness 10 sqm 231.00
163 (d ) 100 mm thick ness 10 sqm 248.80
164 (e) 150 mm thick excluding hire charges 10 sqm 445.40
165 Gelatin(For MORTH data, for works of state Per Kg 59.00 As per WR Dept.
& national high ways only) (M 104 of
Materials other
than covered
under Irrigation
Items)
166 Electric Detonators(For MORTH data, for each 9.00 As per WR Dept.
works of state & national high ways only) (Si. No. 21 of
Materials of WR
Dept.)
167 Hot applied thermoplastic compound(For Per litre Rate as per As per WR Dept.
MORTH data, for works of State & National local (M 118 of
Materials other
high ways only) competitive than covered
quotations under Irrigation
Items)
168 Reflectionising glass beads of 2 mm Per Kg deleted

thick(For MORTH data, for works of State &
National high ways only)
169 Road marking paint confirming to IS 164(For Per Kg 152.15
MORTH data, for works of State & National
high ways only)
170 n Labour charges for laying filters with coarse 1 cum 55.30
aggregate.
171 o Labour charges for laying filter with sand. 1 cum 30.70
172 Fly Ash 1 cum deleted
173 Binding Wire 1 Kg 55.00 As per WR Dept.

(M 072 of
Materials other
24
RATES OF
Unit
(per)
No.
1 2 3 4 5 6
than covered
under Irrigation
Items)
174 Jute rope Mtr 8.35

175 De bonding strips Mtr 8.55
176 Selent Ltr 53.95
177 Poly sheet 125 microns 1 sqm 15.25
178 Rural water rate 1 kl 80.00 As per WR Dept.
(M 189-b of
Materials other
than covered
under Irrigation
Items)
25
HIRE CHARGES OF PLANT
AND MACHINERY
26
HIRE CHARGES OF PLANT& MACHNIERY FOR
ROAD & BRIDGE WORKS FOR THE YEAR 2019-20
S o Rate for Remarks

Sl. Description 2019-20
Unit in Rs.
No.
Machine Activity
1 2 3 4 5 6
1 Dozer( D 80 ) Spreading Per Hour 2445.70
As per WR Dept.
Cutting (S.No.8)
Cleaning
Spreading 1546.80
2 Dozer (D50) Cutting Per hour
Cleaning
3 Mortor Grader Clearing 3020.40
Spreading
Per Hour
GSB
WMM
4 Hydraulic Soil Ordinary 2761.20 As per WR Dept.
Excavator Soil Marshy Per Hour (S.No.52)
Soil unsuitable
5 Front end loader Soil loading Per Hour 1594.70
Aggregate loading Per Hour
6 Tipper- 5.5 Cum Transportation of soil, Per Hour 941.60 As per WR Dept.
GSB,WMM, Hot mix (S.No.54)
etc
7 Vibratory roller 8 Earth/Soil, GSB, Per Hour 2688.50 As per WR Dept.

tonne WMM (S.No.62)
8 Smooth wheeled Soil compaction ,BM Per Hour 1285.40 As per WR dept.
roller 8 tonne compaction (S.No.50)
9 Water tanker 8 Water transport Per Hour 937.00 As per WR Dept.

Kilolitre (S.No.64)
10 Water tanker 6 Water transport Per Hour 655.20

Kilolitre
11 Tractor Pulling Per Hour 413.60
12 Tractor with GSB mixing @ site Per Hour 423.60
rotavator
13 Tractor with Scarifying Per Hour 423.60
ripper attachment
14 Air Compressor 5 General purpose Per Hour 566.20 As per WR Dept.
cmm(electric) (S.No.2)
15 Wet mix plant 60 Wet mix Per Hour 1679.70
TPH
16 Mechanical broom Surface cleaning Per Hour 381.80
Hydraulic
17 Bitumen Pressure Applying bitumen Per Hour 1527.10
Distributor tack coat
18 Emulsion Pressure Applying emulsion Per Hour 875.60

Distributor tack coat
27
Unit in Rs.
No.
Machine Activity
1 2 3 4 5 6
19 Hot mix Plant – DBM/BM/SDC Per Hour 28708.00
120 TPH capacity /Premix
40 to 60 TPH /Premix
capacity
23 Paver Finisher DBM/BM/SDC Per Hour 3115.20
Hydrostatic with /Premix
sensor control 100
TPH
24 Paver finisher Paving of WMM, Per Hour 2290.60
Mechanical 100 paving of DLC
25 Hydraulic Chip Surface dressing Per Hour 2743.70
Spreader
26 Tandem Road Rolling of Asphaltic Per Hour 1856.50
roller surface
27 Pneumatic Road Rolling of Asphaltic Per Hour 1515.60
roller surface
28 Pot-Hole repair Repair of pot-holes Per Hour 903.00
machine
29 Bitumen boiler oil Bitumen Spraying Per Hour 223.00
fired
30 GSB Plant 50 Producing GSB Per Hour 1279.70
Cum
31 Mastic Cooker Mastic wearing coat Per Hour 79.50
32 Batching and Concrete mixing Per Hour 1310.90
Mixing Plant (a)
30 Cum capacity
(b) 15 - 20 Cum Concrete mixing Per Hour 1107.10 As per WR Dept.
capacity (S.No.10)
33 Transit mixer Transportation of Per Hour 2026.60 As per WR Dept.

concrete mix (S.No.1)
34 Concrete pump of Pumping of Concrete Per Hour 1534.30 As per WR Dept.
45 and 30 cum (S.No.70)
35 Cranes
(a) 80 tonnes Lifting purpose Per Hour 1311.20
(b) 35 tonnes 885.70
(c) 3 tonnes 429.60
(d)Crane with Well foundation Per Hour 2308.90
grab bucket 0.75
cum
(e)Crane with grab Well foundation Per Hour 3775.80
bucket 1 cum
36 Concrete bucket For pouring concrete Per Hour 13.20 As per WR Dept.
1.50 cum (S.No.14)
37 Kerb casting Kerb making Per Hour 671.90
28
Unit in Rs.
No.
Machine Activity
1 2 3 4 5 6
machine
Concrete mixer 524.70 As per WR Dept.
Concrete mixing Per Hour
38 (a)0.28 cum (S.No.18)
(b) 1.0 cum Concrete mixing Per Hour 661.50
39 Piling rig with 0.75 m dia to 1.20 m Per Hour 6131.70
bantonite pump dia boring attachment
40 Concrete paver Paving of concrete Per Hour 3247.20

finisher with 40 surface
HP motor
41 Integrated stone Crushing of spalls 100 Per Hour 9755.20
crusher TPH
Crushing of spalls 200 Per Hour 20570.00
TPH
42 Pre stressing jack 157.80
Stressing of steel
with pump and Per Hour
wires/ stands
access
43 Generator
250 KVA Generation of electric per hour 2162.60
125 KVA energy per hour 1543.10
100 KVA per hour 1316.30
30 KVA per hour 987.70 As per WR Dept.
(S.No.23)
44 Pneumatic sinking Pneumatic sinking of Per K.m. 5701.00

of Plants wells
45 Truck 5.5 cum per 914.50 As per WR Dept.
Material transport Per her (S.No.58)
10 tonnes
46 Road marking Road marking Per Hour 135.50
Machine
47 Mobile slurry seal Mixing and laying Per Hour 1261.40
equipment slurry seal
48 Plate compacter For compacting in Per Hour 59.10
medians
As per WR Dept.
Drilling
49 For drilling Per Hour 879.70 (S.No.22)
equipment
Note: The above hire charges of Machinery & Plant includes crew, oils, conveyance of Machinery to
site and all other incidental charges
For Engineer-in-Chief (R&B)

Administration, NH & CRF
29
PUBLIC HEALTH ITEMS
Sl. Description Unit SoR for
No. 2019-20
1 2 3 4
1 RATES OF LABOUR (SKILLED WORKMEN)
1. Caulker Per Day
2. Plumber 1st Class Per Day
3. Plumber 2nd Class Per Day
4. Sewer Cleaner Per Day
5. Well Sinker Per Day As per
Labor rates
6. Pipe line Fitter 1st Class Per Day
of SoR
7. Pipe line Fitter 2nd Class Per Day
8. Pump Operator Per Day
9. Bore Mechanic Per Day
10. Light Vehicle Driver Per Day
Note: The rate at relevant item in common SoR is
applicable for occasional employment.
2 RATES FOR EARTH WORK :
a. Earth work excavation in all types soils for pipe lines, for
drainage and water supply, where the depth is more than
1.5 times the width. To follow
b. Earth work excavation in all types soils for pipe lines, for the relevant
drainage and water supply, where the depth is less than items of
1.5 times the width. Irrigation
c. Earth work excavation in all types soils for open trenches, work items
for valve pits, inspection chambers, etc. as per AP.
Standard data
3. Excavation of pipe line trenches for drainage and water

a. supply in rock requiring blasting with initial lead and lift
including cost of blasting materials where the depth is
more than 1.5 times the width, in places where there is no
habitation.
b. Excavation of pipe line trenches for drainage and water
supply in rock requiring blasting with initial lead and lift
including cost of blasting materials where the depth is
less than 1.5 times the width, in places where there is no
habitation.
c. Cutting rock for pipe line trenches by hammers, knuckles
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, knuckles
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, knuckles and chisels including stacking.
1
f. For controlled blasting at restricted places
NOTE: - Rock should be measured in solids. In case it is
not possible, stacks should be made in which case 40%
for voids to be deducted from the stack measurements.
4 Loading or unloading materials such as C.I. Pipes, PVC

Pipes, AC Pressure Pipes, DI Pipes, SW Pipes, PVC
Pipes, A.C/Specials less than 300 mm dia. Up to 4 m in
length including stacking.
a. C.I. Pipes/D.I. Pipes and fittings Per Tonne To follow
b. A.C. Pipes & Specials Per Tonne as per AP.
c. Stoneware pipes & Specials Per Tonne Standard data
d. P.V.C. Pipes and fittings Per Tonne
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. Up to 4 m in length
including stacking.
c. Stoneware pipes & Specials Per Tonne Standard data
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 Standard data
7 Loading or unloading materials such as C.I. Pipes, DI To follow
pipes, AC pipes from 300 mm to 600 mm above 4 m in as per AP.
length including stacking. Standard data
a. C.I. Pipes/D.I. Pipes and fittings Per Tonne
b. A.C. Pipes & Specials Per Tonne
Note:- For loading and unloading the above materials at
Railway Stations, the rates may be adopted based on the
competitive quotations or the hummable charges if
prevailing.
8. Lowering C.I. / D.I. Pipes (all classes) and specials To follow
a. (fittings) with s/s ends carefully into trenches and laying as per AP.
them true to alignment and gradient including all sundries Standard data
but excluding cost and conveyance of pipes from source
of supply (Ref to specifications. BIS No.3114/1994)
Diameter of Pipe/Fittings in mm :
80mm to 1000mm dia. Per Meter
PUBLIC HEALTH ITEMS
2
Sl. Description Unit SoR rates
No. for 2019-20
1 2 3 4
8. Lowering C.I. / D.I. Pipes (all classes) and specials
b. (fittings) with flanged ends carefully into trench and
laying them true to alignment and gradient including all
sundries but excluding cost and conveyance of pipes
from source of supply. (Reference to specifications. BIS
No.3114/1994)
DIAMETER OF PIPE/Fittings in mm : To follow
80mm to 750mm dia. as per AP.
Standard
data
800 Per Meter 624
900 Per Meter 811
1000 Per Meter 1054
1100 Per Meter 1298
1200 Per Meter 1543
9. Jointing CI /DI pipes & fittings with s/s ends including
a. cost of pig lead, Spun yarn and sundries such as cost of
fuel for melting lead, filling with water with lead up to
500m and testing to required pressure complete.
(Reference to specifications. BIS
No.3114/94/12288:1997)
DIAMETER OF PIPE/Fittings in mm : To follow
80mm to 800mm as per AP.
Standard
data
900 Each Joint 16304
9. Jointing C.I., D.I. pipes and fittings with rubber gasket
b. (push-on-joint),excluding the cost of the gasket but
including all sundries filling with water, with a water
lead up to 500m and testing to required pressure, etc.
complete
(Reference to specifications IS 3114/1994/12888/1997)
Diameter of Pipe/Fittings in mm : To follow as
80mm to 1000mm dia. per
AP.
Each Joint
Standard
data
10 Jointing CI pipes, fittings and valves with flanged ends
including cost of jointing materials such as bolts,
rubber insertion, white lead including filling with water,
with lead up to 500 meters and testing to required
3
pressure complete. (Reference to specifications. BIS
No.3114/1994.)
DIAMETER OF PIPE/Fittings/ valve in mm :
80mm to 750mm dia. Each Joint To follow
as per AP.
Standard
data
800 Each Joint 6836
900 Each Joint 8040
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 up to 500 Meters excluding
cost of rubber rings as per BIS No.783/85.
per every 25 mm dia. Per Meter 24
11b Lowering the RCC S/S pipes carefully into the

readymade trenches laying them true to alignment and
gradient, jointing with rubber rings and testing
including filling with water with a water lead up to 500
meters including cost of rubber rings as per BIS No.
783/1985
per every 25 mm dia. Per Meter
80mm to 600mm To follow
as per AP.
Standard
data
700 377
800 453
900 543
1000 651
12 Lowering and Jointing G.I. pipes and specials / fittings

including excavation of trench of 0.5m width and 0.50
m depth in all soils except rock requiring blasting and
refilling trenches after laying and jointing pipes and also
including cost of jointing materials but excluding the
cost of pipes. Reference to specifications. BIS
No.783/85
a G.I. Pipes :Dia. in mm To follow
as per AP.
15mm to 150mm Per Meter Standard
data
4
12- Laying, jointing of PVC/HDPE pipes as per BIS
b No.7634 part-III/75 for PVC and BIS No.7634
part-II/75 for HDPE pipes including trench excavation
and refilling.
DIA in mm
50 Per Meter 38
40 Per Meter 38
32 Per Meter 38
25 Per Meter 35
20 Per Meter 33
NOTE: - (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.
13 Lowering and laying in readymade trench true to
alignment and gradient, jointing, and testing of Stone
ware pipes including cost of jointing material such as
cement mortar (1:1) proportion and hemp yarn but
excluding cost and conveyance of pipe. (Reference to
specifications BIS No. 6530/72)
Dia. of Pipes in mm To follow
100mm to 450mm Per Meter as per AP.
Standard
data
14 Lowering, Laying, Jointing and Testing to hydraulic test

pressure including cost of water with minimum water
lead of 500m for UPVC pressure pipes in readymade
trenches to alignment and gradient including all
sundries but excluding cost & conveyance of pipes from
source of supply and jointing material as per BIS No:
7634 part-III-1975.
Dia. Of pipe Per Meter To follow
63 to 315mm as per AP.
Standard
data
15 Laying and jointing of HDPE pipes by butt fusion
welding as per IS: 7634 – part-II/1975 as amended from
time to time to the alignment and gradient and testing
the pipeline to the required pressure.
Outer Dia. of pipes in MM
63 to 355 mm dia. To follow
as per AP.
Standard
data
400 268
450 296
16 Lowering, keeping in position and fixing D.I. sluice
5
valves (with cap / with hand wheel & Reflex valves)
excluding cost of bolts, nuts, rubber insertion, sluice
valve and tail pieces
Dia. of Valve in mm. To follow
80mm to 600mm Each as per AP.
Standard
data
17 Labor charges for fixing Air valves including boring the

mains and threading the bore fixing nipple etc.,
complete.
Dia. of Air valve in mm.
25 Each To follow
40 Each as per A.P.
Standard
data
50 Each 195
65 Each 207
80 Each 224
100 Each 266
125 Each 414
150 Each 453
18 Labor 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 184
40 Each 208
50(Double Air valves) Each 221
65 Each 237
80 Each 259
100 Each 301
125 Each 471
150 Each 516
19 Uprooting C.I. / DI Pipes by melting the lead, loosening
the joints, scraping the pipes, hoisting and keeping
within a lead of 10 m but excluding earth work
excavation and refilling.
80mm to 600mm Per Meter To follow
as per AP.
Standard
data
20 Uprooting of RCC pipes including breaking the collars,
loosening the joint, separating the pipes, hoisting and
keeping within a lead of 10 m but excluding earthwork
excavation and refilling.
6
as per AP.
Standard
data
21 Removing old G.I. pipes and specials / fittings and
cleaning, scraping the pipes, hoisting and keeping
within 50m lead but excluding earth work excavation of
trenches and refilling.
Dia. of Pipes in mm
as per AP.
Standard
data
22 Cutting C.I./ DI Pipes without water in mains Dia. of

pipes in mm.
Dia. of Pipes in mm
80mm to 600mm Each cut To follow
as per AP.
Standard
data
680 Each cut 572
700 Each cut 587
750 Each cut 633
800 Each cut 673
900 Each cut 756
1000 Each cut 840
1100 Each cut 926
1200 Each cut 1010
23 Cutting A.C. Pipes without water in mains Dia. of pipes
in mm.
Dia. of Pipes in mm
80 Each cut 37
100 Each cut 37
125 Each cut 37
150 Each cut 37
200 Each cut 39
250 Each cut 64
300 Each cut 64
350 Each cut 79
400 Each cut 87
450 Each cut 108
500 Each cut 120
600 Each cut 132
24 Drilling and tapping CI/ DI / GI Main and fixing brass
screw down ferrule and plug.
10 mm to 20mm Each Tapping To follow
25 mm to 40mm Each Tapping as per AP.
Standard
7
data
25 Cutting road surface including stacking of excavated
materials for pipe line trench work.
a) Cutting open B.T. road surface (as well as asphalt 10 Sqm 794
concrete up to 75 mm thick) including water bound
macadam
b) Cutting open C.C. road surface with concrete saw 1 Cum 2424
cutter and removal with Breaker
c) Cutting open water bound macadam road including 1 Cum 270
soiling
26 Bailing out water.(For PH item)
a) Bailing out water from the pipe line trenches with oil HP/Hour To adopt
engine driven pump sets, including hire charges, fuel the rate
charges and wages for Driver and Helper up to 5HP arrived for
capacity pumps. 5HP
capacity
pump
based on
the WR
department
data.
b) Bailing out water from the pipe line trenches with HP/Hour To adopt
Electric Driven pump set including hire charges, current the rate
charges and wages for Driver and Helper up to 5HP arrived for
capacity pumps. 5HP
capacity
pump
based on
the WR
department
data.
c) For capacity of Pumps more than 5HP
A. Water lifting charges using Electrical driven pump

i. per hphr rate(including contractors profit and Rs.10.24/- Per hphr
overhead charges of 13.615%
ii. Other expenses in terms of Mazdoor, pump operator Rs.166.78/- Per hr
and pipe laying and dismantling(including contractors
profit and overhead charges of 13.615%) per hr
Total hire charges of Electrically driven dewatering = (10.24xhp Per hr
pump per hour capacity)
+166.78
B. Water lifting charges using Diesel driven pump
i. per hphr rate(including contractors profit and Rs.25.51/- Per hphr
overhead charges of 13.615%
ii. Other expenses in terms of Mazdoor, pump operator Rs.201.55/- Per hr
and pipe laying and dismantling(including contractors
8
profit and overhead charges of 13.615%) per hr
Total hire charges of Diesel driven dewatering pump = (25.51xhp Per hr
per hour capacity)
+201.55
NOTE:- The rate is payable on the total H.P. hours ignoring fractions less than 0.5 HP hour
and rounding off 0.5 HP hour or more to the next higher integer.
27 Shoring and strutting of trenches for water and sewer
main
a) Single Staging from (0 to 2.5 Mts.) 1 Sqm of To follow
Shoring area as per AP.
b) Double staging from (2.5 m to 4.5 Mts.) 1 Sqm of Standard
Shoring area data
28 Barricading, hoarding, lighting and watching etc., for 1 RMT To follow
water supply and sewerage works for trenches. as per AP.
Standard
data
29 Excavation of trenches for infiltration galleries, siphon
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 13223
b) 1 to 2 m deep under water. 10 Cum 18941
c) 2 to 5 m deep under water. 10 Cum 28429
d) Beyond 5 m deep under water for every additional 1 10 Cum 5431
m depth over item 'c'
NOTE:- The above rates do not include rock requiring
blasting or chiseling
30 Laying and jointing perforated RCC pipes inclusive of Per Meter 41.20
bailing out water and jointing with cement fillets and all
other incidental charges for infiltration gallery inclusive
of bailing out water by pumping to keep the trench
reasonably dry to facilitate the work excluding cost of
perforated pipes and collars.
Per every 25 mm dia.
31 Centering and scaffolding charges for RCC members
including all materials and labor charges for forming
and dismantling.
a) for RCC Elevated Service Reservoir of staging up to 15 One Sqm of
Meter below L W L. Centering area
1) Slabs for thickness (150 mm to 300 mm) 4028
2) Slabs for thickness above 300 mm extra for
every
50mm
thickness
increase
Rs.473/-
3) Side walls curved surfaces. (rate is for both sides 3044
9
centering)
4) Side wall straight surfaces. (rate is for both sides
2708
centering)
5) Dome. 3300
6) Roof Slab. 1846
7) Column braces and beams 1359
8) Circular braces, ring beams & circular column. 1491
Note: - For RCC ELSR of staging above 15 m, the %
increase in these rates shall be as follows.
15-18 m ---- 9%
18-21m --- 15%
21-24 m --- 21%
24 m -27m --27%
above27m --- 30%
Note: The Centering charges for item No’s.3 & 4 are for both the faces of the
respective numbers. The measurement of centering charges shall be in “Sqm” for one
face only and the centering charges given are for two faces of centering.
b) For Ground level works :-
1) Slabs 1 Sqm To follow
2) Beams & Lintels 1 Cum as per AP.
3) Sun shades 1 Sqm Standard
data
4-a) RCC vertical walls of plane surface (rate is for both 1 Sqm of 1000/Sqm
sides centering) including open drains centering area
4-b) VCC vertical walls of plane surface (rate is for 1 Sqm of 980/ Sqm
both sides centering) including open drains centering area
5) RCC vertical walls of circular faces (rate is for both 1 Sqm of 1270/ Sqm
sides centering) centering area
Note: The Centering charges for item No’s 4 & 5 are for both the faces of the
respective numbers. The measurement of centering charges shall be in “Sqm” for one
face only and the centering charges given are for two faces of centering.
32 Lift or delift of materials :
a) Lifting of cement concrete for RCC elevated 1 Cum
reservoir. For every 1m height or part thereof over the 161
initial lift of 3 m
b) Delifting the materials such as stones, concrete etc., 1 Cum
for concrete below ground level for construction of
masonry ground level reservoirs, construction of ground
50
level reservoirs, inspection wells, test wells and sump
wells etc., for every 1 m depth or part there of beyond
the initial depth of 3 meters from ground level.
39 Extra allowance for isolated scattered works viz., valve Each 30% extra
(a) pits / chambers, public fountains, meter pits and over the cost
manholes, delivery cistern etc., complete. of chamber.
(b) Repairs to the existing mains, interconnections, 100% extra
10
replacement of valves/specials etc., including the over the cost
cutting, jointing, bailing out of water, drying, earth of work
work excavation etc., complete.
40 Removal of wet silt and sludge by manual means from 10 Cum 2734
sullage drains with aid of baskets and vessels.
41 Well sinking in sandy and other loose soils under water
either by manual labor, 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.,
Up to 2 m below GL/m Per meter To adopt as
per Standard
From 2 to 4 m below GL/m Per meter data
From 4 to 6 m below GL/m Per meter
42 Sinking in Hard strata other than rock but in soils like Observed
limestone, gravel, clay under water including, pumping Data
dewatering, hire charges for mechanical equipment etc.,
complete.
43 Rates for OHSRs/ELSRs including fixtures with a
staging of 15 m, without Seismic analysis.
a 500 Kilo liters Per liter 19.11
b 1000 Kilo liters Per liter 15.88
c 1500 Kilo liters Per liter 14.31
d 2000 Kilo liters Per liter 12.46
e 2500 Kilo liters Per liter 11.68
1) The above rates are arrived with base rate of Cement Rs.3900/- per MT & Steel
Rs 43500/- per MT (Bo CE rates for the month of March 2019.)
2) All concrete components shall be designed with M30 Design Mix proportion.
3) For intermediate capacities proportional rates shall be adopted.
4) The foundations shall be designed for Annular Raft Footings.
The above rates are applicable for Elevated Level Services Reservoirs / OHSRs for SBC
of 15 T/Sqm.
a) For every decrease of 2.50 T/Sqm of SBC, the rate shall be increased by 2.50% on
basic rate.
b) For every increase of 2.5 T/Sqm of SBC, the rate shall be decreased by1.0% on basic
rate up to 20 T/Sqm
c) For SBC below 10T/Sqm , solid raft shall be provided and for solid raft the rate shall be
increased by 10% on basic rate.
d) For SBC value of less than 5 T/Sqm, soil improvement shall be adopted, for which
additional payment shall be made as per field condition.
5) For staging less than 15 m, the rate shall be decreased by Rs.0.05 paisa on basic rate per
liter per every Meter decrease in staging.
6) For staging above 15 m, the rate shall be increased by Rs.0.10 paisa on basic rate per
liter per every Meter additional staging.
7) The above rates shall be increased / decreased due to increase/decrease in the cost of
11
cement by Basic rate x {(Rc-3900)/3900 } x 0.07
Rc = Rate of Cement (Rs per MT) at the time of preparation of estimate.
8) The above rates shall be increased / decreased due to increase/decrease in the cost of
Steel by Basic rate x { (Rs-43500)/43500} x0.2
Rs = Rate of Steel (Rs per MT) at the time of preparation of estimate.
9) a) Rate inclusive of three coats of epoxy paint Food Grade of best quality to inner
surface of the Reservoir including roof.
b)The rate inclusive of 2 coats of weather proof emulsion painting for external surfaces,
lettering, all required fixtures, Pipes, Pipe specials, valves of DI material, Valve chambers
etc., for pipe connections including cost of pipes, specials and valves as per departmental
designs and drawings.
10) For tribal/Agency / Rural area, the above rates as arrived up to shall be increased by
10%.
11) The above rates adopted for a wind pressure up to "250 kg/Sqm". For every 100
kg/Sqm decrease in wind pressure, the rate shall be decreased by 5%
12)
a) The Basic rate is adopted by considering the design for Seismic forces for Zone- II only
of seismic zones.
(b) The basic rates shall be increased by 15 % for Zone-III of seismic zones.
13-(a). The ELSR/OHSR shall be designed with minimum of two rows of columns for
capacities above 500 KL & up to 1000KL.
13-(b). The ELSR/OHSR shall be designed with minimum of three rows of columns for
capacities above 1000KL.
14. The shaft type staging with slip form can also be provided with proper approval from
competent authority without any additional cost.
15) The basic rate is inclusive of following Fixtures
i) Pipe connections & Specials with D.I materials
(a) All pipe connections for Inlet, Out let, Over Flow, Scour pipes shall be provided with
D/F DI material.
(b) The Valves for above pipe connections also shall be of DI material of PN 16 duty
confirming to the specification of SoR item No.28
(c) All specials such as Bends, Tees, Reducers, Duck foot Bends, Bell mouths etc,. Shall
be of DI material.
II) The sizes of the verticals for ELSR/OHSR shall be:
a) For 500 KL to 750 Kl ELSRs
Inlet Pipe - 300mm dia.
Out let Pipe - 350mm dia.
DI valves – 2 No’s
Over Flow pipe - 350m dia.
Scour Pipe - 200mm dia.
b) For 800 KL to 1500 Kl ELSRs
12
c) For above 1500 KL to 2500 Kl ELSRs
Note: Any deviation from the above sizes as per design, shall be paid or recovered.
(iii) Manhole Frames & Covers
a) All man hole Frames & Covers shall be made of CI/DI materials with min. size of
0.60mX 0.60m - For Roof & Valve Chambers.
iv) CI/D.I Double Swan neck ventilators (min. of 150mm dia.) shall be provided in top
dome and slab with mosquito/fly proof nets - 4Nos.
v) RCC Finial ventilator with fly/bird protection with GI mesh - 1 No.
vi) RCC precast ladders of 0.60 m width - 2 Nos.
vii) RCC dog legged stair case of 1.00 m flight width and 1.20 m landing width R.C.C
hand railing of 1.0 m height – 1 No
viii) The staircase shall be enclosed with brick masonry walls on three sides and
collapsible MS gate on front side up to 1st brace level, to prevent unauthorized entry.
ix) Construction of R.C.C valve chambers as per Standard Drawings with RCC cover slab
fixed with CI/DI manhole Frame & Cover with lock and Key arrangement. The Mix shall
not be less than VRCC M 20 grade with 150mm thick side walls, 150mm thick top slab,
150mm thick base slab over base course of 100mm thick (1:4:8) prop.
x) Balcony of 1.00 m width at floor slab level / middle ring beam level by using Stainless
Steel pipe of grade 304 hand railing up to 1.20 m height, with top railing of 40mm dia.
pipe & middle railing of 25mm dia. and verticals with 40mm dia. at an interval not more
than of 1.00m c/c.
xi) Water Level Indicator of reputed make – Digital type (1 No) and Conventional type (1
No)
xii) Lightening Arrestor with all its accessories complete including earthing, with relevant
IS Codes - 1 No.
xiii) Compound wall: Construction of compound wall including ornamental M.S.Gate of
size 3.0 X 2.40m is included in the basic rate of ELSRs. Length of compound wall hall is
minimum of 150m. Min. height of the compound wall shall be 1.80m above plinth and
thickness 230mm in brick masonry in CM (1:6).The compound wall shall be constructed
including earth work excavation in all types of soils for plinth beam of 230mm X 300mm
and 0.75X0.75X1.20m size for column footing portions. The footings shall be of
0.75X0.75X0.25m in VRCC M20 grade and constructed over a C.C (1:4:8) prop bed of
100mm thick. The columns shall be of 230X230 mm in size with VRCC M20 grade at
3.00m c/c spacing, having depth of 1.20m below ground level and height of 2.00m above
GL. The plinth beam of size of 230X300 mm shall be constructed in VRCC M20 grade at
Ground level, over a bed of CC(1:4:8)-100mmthick. 450X450mm size columns in M20
grade shall be constructed for gate pillars. All the materials shall be followed as per the
standards.
Tie beam shall be provided above the brick work with 230X200mm size, fixed with MS
angular of 25mm X 25mm X 4mm in "Y" shape to height of 0.60m, with embedded length
of 150mm in concrete. The barbed wire fencing with 3 ply of 18 gauges shall be stretched
13
in 4 rows (2x2). Plastering shall be done with 16mm thick in two coats i.e., base coat
12mm thick in CM(1:6)prop and 4mm thick 2nd coat CM(1:4) prop on both sides of brick
work.
Snowcem paint in two coats shall be provided for both sides of wall. The M.S ornamental
gate as per the approved drawings shall be provided with minimum of 3.60mts width and
2.40mts height with enamel paint. Yard lighting shall be arranged on four corners of
compound wall. If the length of the wall is increased/decreased
Note:-For every 1m increase/decrease in length of compound wall the increase/decrease in
basic rates of ELSRs of the capacities from 500KL to 2500KL shall be as follows.:
i)500 KL : 0.086%
ii)1000 KL : 0.047%
iii)1500 KL : 0.034%
iv)2000 KL : 0.026%
v)2500 KL : 0.022 %
For intermediate capacities, interpolated percentages shall be adopted.
xiv) Staff Quarter shall be constructed for a minimum plinth area of 40 Sqm with the
following specification: RCC framed structure with concrete grade not less than M20
design mix at the locations specified by the department at the time of execution with
veranda, hall, bed room, kitchen and bath &W/C with floor area of 40.00sqmts excluding
balconies and staircases.
MS hollow door frame with cold rolled processed steel sheet 1.25mm thick bright CRCA
conforming to IS 4351/76, Flush door shutters with solid bond wood bond board doors
shall be provided. N.C.L. Windows centre fixed both sides open able shutter window 1.35
X 1.35mts outer frame section 48 x50mm shutter frame section with a size of 48 X20 mm
mullion section of size 48 X 50mm fixed beading section of 12 X 12 mm shall be
provided. Flooring with polished Kadapa stone shall be provided. Walls shall be provided
with snowcem paint in two coats over primary coat. Electrical and water supply
arrangement shall be provided as directed by dept officer. Water Storage tank made with
plastic/polymer material of reputed make with necessary out let and inlet connection pipes
shall provided. Septic tank for 5 users shall be provided.
44 Rates for OHSRs/ELSRs including fixtures with a
Rs/liter
staging of 10 m without Seismic analysis.
a Up to 10,000 Liters capacity Per liter 58.91
b 15,000 Liters capacity Per liter 44.00
c 20,000 Liters capacity Per liter 39.80
d 40,000 Liters capacity Per liter 33.74
e 60,000 Liters capacity Per liter 25.57
f 1,00,000 Liters capacity Per liter 23.59
g 2,00,000 Liters capacity Per liter 20.62
h 3,00,000 Liters capacity Per liter 19.40
i 4,00,000 Liters capacity Per liter 17.09
j 4,50,000 Liters capacity Per liter 14.77
NOTE: -1). All concrete members shall be designed with M30 grade design mix.
2) For intermediate ranges proportional rates may be adopted
2) The above rates are applicable for Elevated Level Services Reservoirs / OHSRs with
RAFT FOUNDATION and a rate of Rs.3900/- per tonne for cement and Rs.43500/- per
tonne for steel.
14
3) For every Meter of staging less than 10 m, the rate shall be reduced by Rs.0.05 paisa
per liter per every Meter of difference in staging
4) For every Meter of staging above 10 m , the rate shall be increase by Rs.0.10 paisa per
liter per every Meter of additional in staging
5) The above rates shall be increased / decreased due to increase / decrease in the cost of
cement by
Basic Rate x {(Rc-3900)/3900 } x 0.07
Rc = Rate of cement (Rs per Mt) at the time of preparation of estimate.
6)The above rates shall be increased / decreased due to increase / decrease in the cost of
steel by
Basic Rate x { (Rs-43500)/43500 x0.2
Rs = Rate of steel (Rs per Mt) at the time of preparation of estimate.
7) Rate inclusive of three coats of epoxy paint Food Grade of best quality to inner surface
of the Reservoir including roof.
8) The above rates shall be adopted for estimate purposes for construction of ELSR for a
finished work including 2 coats of whether proof emulsion painting for external surfaces,
lettering, all required fixtures, pipes, bends, valves etc., for pipe connections but excluding
cost of pipes, bends and valves as per departmental designs and drawings.
9) The above rates are applicable for wind pressures up to 250 kg / Sq m .For decrease in
wind pressure the rate has to be decreased by 5% per every 100kg/Sqm. If the ELSR /
OHSR are to be designed for seismic forces also, cost shall be arrived by working out
detailed quantities based on the designs.
10) (a)For tribal/Agency / Rural area, the above rates as arrived up to shall be increased by
10%.
(b) An additional increase of 7.50% shall be allowed for OHSRs/ELSRs located in
agency areas over the above rates for RWS Department works.
11) If the ELSR is to be designed for seismic forces also, cost shall be arrived by working
out detailed quantities based on the design & difference to be paid extra.
12) If the ELSR is to be designed for seismic forces a) The above rates are applied up to
Zone-II earth quake. b) For Zone-III earth quake the above rates are to be increased by 15
%.
13) The rate is arrived with the Cement & Steel rates of Rs 3900/MT and 43500/- approved
by the BoCE for the month of March 2019.
13) Fixtures include :
a) RCC or Aluminum ladder inside 0.60 m wide.
b) Spiral staircase on the outside shall be provided up to 200KL. Above 200KL capacity
dog legged staircase shall be provided with staircase flight width of 1.0mts and landing
width of 1.20mts with S.S railing up to 1.0 height.
c) Lightening arrestor, including conductor and earthling etc.
d) RCC ventilators with copper or stainless steel fly proof mesh.

e) D.I Manholes frame and cover 0.60x0.60 m as per IS specifications (light duty) - 2
Nos.
15
f) Water level indicator of good quality with ebonite/ copper float approved pattern - 1 No.
g) The ladder shall be with M.S ladder and Verticals with HDPE of 10kg/Sqcm shall be
provided for single column OHSRs only.
h) Minimum staging for all ELSR/OHSR shall be
10.0mts.
i) The increase in staging shall be at 1.0mt interval.
j) The railing provided to the gallery and stair case shall be with stainless steel of grade
304 for a height of 1.20mts.
k). The dog legged staircase shall be enclosed with brick/CRS wall on three sides and
front side with M.S collapsible gate up to 1st brace level from ground level to prevent
unauthorized entry.
l). D.I swan neck ventilators shall be provided in top dome and slab.
m). The above rates are exclusive of all inlet, out let connection and valves. All valves
near inlet, out let and for scour of ELSRs shall be D.I valves of heavy duty confirming to
the specification of SoR item No.28
45 Construction of Rapid Gravity Filtration Plant

including all civil, mechanical and electrical works
using sand as filter media, compatible with SCADA
arrangements, duly following relevant IS codes in
the design of plant components including trial
running for 90 days etc., including chlorine contact
tank & consumables etc., complete.
1) 2.0 MLD Per liter 4.64
5) 30.00 MLD and above Per liter 2.38
NOTE :-
a) For Intermediate Capacities proportional rates may be adopted
b) The above rates are applicable with Cement @ rate of Rs.3900/-MT and Steel of Rs.
43500/MT.
c) The above rates shall be increased / decreased due to increase / decrease in the cost of
cement by
Basic Rate x {(Rc-3900)/3900 } x 0.07
Rc = Rate of cement (Rs per Mt) at the time of preparation of estimate
d) The above rates shall be increased / decreased due to increase / decrease in the cost of
steel by
Basic Rate x { (Rs-43500)/43500} x0.2
Rs = Rate of Steel (Rs per MT) at the time of preparation of estimate.
e) For Rural areas an extra allowance of 10% shall be given on basic rate
16
f) For components immersed in water Stain less Steel of Grade 304L shall be used. for
other components 304 Grade steel shall be used.
g) Lab testing equipment of reputed make and consumables for one year. The testing
equipment for conducting all laboratory tests shall be installed & training shall be imparted
to the Municipal staff.
h) The rate is arrived with the Cement & Steel rates of Rs 3900/MT and 43500/-
approved by the BoCE for the month of March 2019.
The above rates of Filtration Plants shall include all the following components.
A) Civil Works
(All works of VRCC Shall be in M30 design mix)
1). Stilling Chamber and Aeration cascade
2) Pre settling tank shall be provided for 30 MLD and above capacities of WTP for a
minimum of 1 hr capacity.
3). Raw water channel with Stainless Steel Weir of SS 304 L Grade material and also with
digital flow meters
4) Flash Mixer chamber with Flash mixing arrangements including SS shaft & SS Blades
with gear wheel arrangements etc, using 304 L Grade Steel.
5-a) Clariflocculator / Flocculation tanks with the components of central driven circular
clarifier with scrapper & bridge arrangements made with Stainless Steel Grade 304 L tubes
/angular for durability & chemical resistant with wheel arrangements etc,
5-b) Two numbers of Clariflocculator shall be provided for WTP's of more than 30 MLD
capacity.
6) Filter house, Chemical house, Alum store, Laboratory room, Chlorination plant room,
toilet etc. (All structures shall be provided RCC roof only).Chemical house & Chlorinator
rooms are to be isolated and shall be as per CPHEEO manual.
7) Wash water tank of suitable capacity shall be constructed at minimum clearance of
2.00m, above the roof slab of Filter beds / any other structure, and the minimum residual
head at the top of under drain system shall not be less than 8.0 meters.
8) Chlorine contact tank
9) All the Doors and Windows shall be of Best Teak wood/Aluminum / UPVC make,
except entrance door. The entrance door including shutter in filter house shall be with
best teak wood of minimum size of 2.40 X 2.40 mts.
a) Main Doors of all individual Buildings shall be made of Best Teak wood
b) Other Internal Doors of the buildings shall be of Compressed wood/ Aluminum/ UPVC
materials.
c) Ventilators shall be provided for each building/structure of suitable size as per NBC
standards.
10) a) All pipes in Plant shall be of D.I., D/F materials. All Connecting pipes of the plant
components such as from Flash mixer to Clariflocculator/ Clarifier/Flocculation tank, to
Filter beds, sludge disposal pipes shall be of D.I., D/F material. The size of sludge disposal
pipe shall be minimum of 450 mm dia. with D.I D/F pipe and minimum length of 100
meters.
b) All the Valves in Plant shall be heavy duty and as per the specification of SoR item
No.28
17
11) The Pipe gallery way for Clear water/ Back wash water/ pipe connections shall be
sufficiently spaced for easy operation & maintenance and inspection, as per standard
norms.
12) The bottom level of the wash water control chamber must be above G.L so as to
dispose the wash water and sludge from Clariflocculator by gravity to disposal point.
Additional specifications
13) Railing for all the components (Clariflocculator, Filter House, Staircase etc,.) shall be
provided with Stainless Steel of grade 304 for a height of 1.00m, with 40mm dia. pipe for
top horizotals,25mm dia. for middle row and 40mm dia. verticals spaced at interval of not
more than 1.00m c/c.
14) Inspection / Path ways in filter beds: Middle pathway: Minimum of 1.50m,
Side pathway: Minimum of 1.20m
15) Flooring in the buildings (Filter house, Chemical House, Chlorinator Room,
Laboratory) shall be provided with Non-skid tiles of approved make & quality, as per
standard specifications.
16) The basement of the Filtration plant building shall be minimum of 1.20m and pipe
gallery shall be minimum 0.3m above the existing nearby Road top level.
17) Minimum head room of 2.00m shall be provided, at the alum mixing chambers in alum
store for inspection & maintenance.
18) The minimum width of entrance hall for the Filter House shall be 4.50m, and
Laboratory of min size .of 3.30 X 4.50m.
18) b) For various components of the WTP should be designed by considering the uplift
pressure also.
19) a) High efficient Air Blowers shall be installed to the design requirement with low
noise pollution, environmental pollution as per PCB guide lines & Testing of blowers as
per I.S Standards at site. b) The Piping from Blower to Filter Beds shall be GI and
submerged pipe in water shall be HDPE.
20) UPVC pipes shall be provided for under drain system. Filter pipe manifolds shall be
assembled with HDPE pipes.
21) Alum storage capacity shall be designed for minimum period of 90 days. Consumables
shall be provided for 2115 Running Hours of WTP.
22) Chlorinator : Vacuum type chlorinator shall be provided with following

specifications:
a) Vacuum operated solution feeding type Vacuum Regulator, Rotameter, Rate setting
Valve, built-in NRV, Gas Overflow out let by man folding to mount the system with the
unit.
b) The unit shall consist of Ejector with necessary accessories such as Check Valve, Drain
Valve and Vacuum relief Valves - for control of chlorinator dosage.
c) The Accessories and manifolds shall be chlorine resistant and made of carbon steel seam
less pipes, copper tube with brass fittings of suitable size & dimensions, with diaphragm
sealed chlorine pressure gauge arrangements
d) Water Booster Pump of pumping capacity ranging from 2 cum/hr to 12 cum/hr, with
Head ranging from 16 to 35 m
e) The water & solution carrying pipes shall be made of UPVC material of suitable size
incl. all specials such as Tee's , Bends, couplings & NRVs and also Pressure Gauges of
suitable range.
18
f) Chlorine Gas Leak detector with alarm indicator.
The installation includes all necessary accessories, civil and mechanical works, manifold
header installations, injector fixing, connection with UPVC pipes, solution piping’s, fixing
of motors as per standard specifications and commissioning of Chlorination Plant to the
required demand, with a defect liability period of 1 year.
The chlorinator of may be of any reputed make or any make of Metito/Toshocow-Jesco
Siemens Industrial Devices.
g) Life breathing apparatus.
h) Chlorine escape BA set
i) 2 to 10 MLD Plants - 1Kg/hr Chlorinator- For Post Chlorination
ii) 10 MLD to 20 MLD Plants - 2 Kg/hr Chlorinator - For Post Chlorination.
iii) 20 MLD to 50 MLD Plants - 5 Kg/hr Chlorinator
- For Post Chlorination.
B) Mechanical Equipment
1) Alum dosing equipment with SS 304 material made stirrers & paddles for chemical
resistance. (Alum tanks must be bound with corrosion resistant material (HDPE Lining,
Bitumen Coating, tiles etc)
2) Flash mixer equipment with SS 304 material made stirrers & paddles for chemical
resistance.
3) Filtration plant equipment instrumentation and piping.
4) Clarifloccualation equipment (with stainless steel blades) with rotating bridge
arrangement etc.,
5) Pneumatic tyre wheel shall be provided for the bridge Clariflocculator.
6) Wash water tank fittings and pump sets with 100% stand by.
7) Air blower with motor of 100% stand by and pipe connections made with of SS pipes
confirming to SS 304 Grade, in filter bed region.
8) Chlorination equipment and pipe connections with chlorinator of 100% standby.
9) Spares & Tools for 2 years.
10) Gaseous Chlorination with cylinders has to be provided with protection measures.
C) Electrical Equipment
1) Necessary power supply wiring to motors and switches bus bar connections as per IE
Rules
2) Internal wiring and illumination and fittings and fixtures for internal and external
lighting exhaust fans, ceiling fans etc.
3) Erecting mechanical and electrical equipment, trial run for 90 days at 23.50 hours per
day testing the treated water as per CPHEEO standards and maintenance of records and
imparting training to staff.
4) Supply of 6 - Sets of completion plans and maintenance manual and brochures.
5) All cables shall be of copper material, Cable ducts shall be covered with MS /
Aluminum cheque plate.
6) Min LUX levels inside the treatment plant shall be maintained.
7) Yard lighting shall be provided as per norms.
D ) Equipment for Flow measurements
1) Equipment for measuring Conductivity, Turbidity, Ph value, Residual Chlorine with
recording & data storage facility (Computer based) & Alarm by SMS or other methods.
19
2) Off - Site Supervisory and Data Acquisition (OSSADA) system for Raw water & Clear
water flows by installing Digital Flow meters to measure the flows at Raw water Channel
and at each filter bed individually and combined for measuring the quantities of water
treated with a facility to record and store the readings & also to send messages to the
assigned designatories about the variations/ deficiencies in the flow including alerts for
back wash requirements of filter beds, and recovery of data for the past 360 days. All the
Digital Flow Meters & Pressure Gauges shall be provided of standard approved make. The
equipment shall have the following specifications.
Hardware:
i) Wall mounted Sensor House for measuring Raw water & Clear water flow from Filter
bed out lets with accessories consists of
ii) Electrode Type: General type, Scraper type or replaceable type Electrode made with
material of SS external Ultra Touch Sensors as per requirement.
iii) Customized Application Requirement : Sensors with Interface logic control board
with serial interfaces, including accessories such as Add-on port, external DC Power
Socket, On - sensor Board Buffer, Timer, RS485 Communication, Analog to Digital
Sensing Sensor Circuit, 32 Sensors Sensing Tags, Interval Power Supply System , LCD
16c/2L, Filter Bed Working Status Indication LED, Filter Bed Wash Indication Button and
memory of Data Storage for 30Days , status of Filter Bed Level indicator, Rating,
Reading on LCB Display, Menu Driven Data for sending to Onsite Big Display, operated
with Battery Power of any reputed make or any equalent make.
iv) Customized Application Requirement: Power Sensors Interface logic control board
with support 8 Power Sensing tags, Central System Interfacing Communication, On -
board analog to Digit Convert Integrate Circuit of any reputed make or any equalent make.
v) Customized Application Requirement: Centralized System with two serial interfaces, 3
No’s of Add-On ports, One external DC Power Socket, On - Board Buffer, On - Board
Timer, On - Board RS485 Communication, On - Board RS 232 Communication, On -
Board GPRS/GSM Module, On - Board Voice Chip, On - Board Power Sensing Module,
LCD 16c/2L, Filter Bed Wash Precaution Indication with Stop Button, Memory of Data
Storage for 30 Days, Total Bed Rating, Reading display on LCD Display, Menu Driven,
Menu Navigate Keypad, sending data to the Web Server, Communication with GPRS ,
operated with Battery Power of any reputed make or any equalent make.
Software:
The software shall be designed with Web Domain with Data Base Server and Web Name
as per the directions of the Departmental Authorities.
The application of Software for Web design & Desktop shall meet the following
requirements:
i)Onsite Display: Letters with size of 1.5’ seven Segment LED Display with Interface for
each Filter Bed, for Onsite Display, by displaying the Bed Levels, Ratings, Readings in 3
Columns, for each bed of the plant in successive rows and cumulative results at the bottom
of the screen.
ii) Off Site Display: Letters with size of 1.5’ seven Segment LED Display with Interface
20
GPRS/GSM Modules Offsite Display, with Display of Bed Total Rating, Total Cumulative
Reading as specified on On-site Display Features.
The system shall have also the features of Onsite Bed Wash Voice Precautions for Bed
Levels, Readings, Ratings, Bed Capacity Readings and Ratings and Bed Low Level
Triggering, before & after Bed wash.
The software shall also have the features of sending messages to the mobiles of the
Departmental designatories indicating Bed Low Levels, Power Supply timings, Bed Wash
timings and its status, Power Supply timings and its status Grid View Table, Motor
Working time and its status Grid View Table, all trigger events and schedule information
and including all Snap View Reports, all Daily, Monthly, Yearly Reports, all Power
Working Reports, all Power Events Information etc,.
1. S o R FOR R.C.C. PLAIN ENDED PIPES

Sl. No. Description
Manufacture, Supply and Delivery of R.C.C. Plain ended pipes conforming to
1 B.I.S 458/2003 ,Ex-factory, excluding transportation and all taxes.
Size Unit SoR For 2019-20

NP - 2 Class NP - 3 Class NP - 4 Class
80 mm dia. Meter 132
300 mm dia. Meter 355 844 860
350 mm dia. Meter 442 993 1013
400 mm dia. Meter 511 1093 1120
450 mm dia. Meter 626 1258 1273
500 mm dia. Meter 684 1361 1579
600 mm dia. Meter 1013 2068 2463
700 mm dia. Meter 1293 2573 3318
21
800 mm dia. Meter 1592 3405 4325
900 mm dia. Meter 2019 4284 5405
1000 mm dia. Meter 2472 5227 7420
1100 mm dia. Meter 2896 6299 8609
1200 mm dia. Meter 3454 7427 10071
1400 mm dia. Meter 4739 9570 13917
1600 mm dia. Meter 5454 12453 16620
1800 mm dia. Meter 7182 16557 22329
Note : All prices are ex-works.
The above rates of RCC Plain ended pipes are based on the following raw materials
Cost Cement. Rs.3900/- per MT (Excluding all taxes and freight).
Steel (M.S. Rods) - Rs.45000/- per MT. (Excluding all taxes and freight).
The revised cost of RCC pipes due to increase / decrease in the cost of raw materials shall be
as per the following formula.
Revised Cost =Cost as per the above table +R1+R2
R1= Variation (increase / decrease) in cost (Rs. per Meter) due to change in the
Cost of M.S. Rods = (S2-S1)/1000 X Ws.
R2= Variation (increase / decrease) in cost (Rs. per Meter) due to change in the
Cost of Cement = (C2-C1)/1000 X Wc.
S1 = Rs. 45000/- , S2 = Cost of M S Rods (Rs. per MT Excluding all taxes and freight)
at the time of preparation of estimate.
C1 = Rs3900/- C2 = Cost of Cement (Rs. per MT Excluding all taxes and freight)
at the time of preparation of estimate.
Ws=Weight of MS Rods required (Kg.) per Meter of pipe as per IS:458/2003.
Wc= Weight of Cement required (Kg.) per Meter of pipe.
2. S o R FOR R.C.C. COLLARS
Sl.No. Description
Manufacture, Supply and Delivery of R.C.C. Collars conforming to B.I.S. 458/2003 (rate
1 per each collar) suitable for R.C.C. Plain ended pipes including transportation but excluding
all taxes.
80 mm dia. Each 41
100 mm dia. Each 42
150 mm dia. Each 42
200 mm dia. Each 59
225 mm dia. Each 63
250 mm dia. Each 69
300 mm dia. Each 90 128 128
350 mm dia. Each 112 162 162
400 mm dia. Each 124 185 185
450 mm dia. Each 195 247 247
500 mm dia. Each 221 294 294
600 mm dia. Each 301 385 385
700 mm dia. Each 392 517 517
22
800 mm dia. Each 554 661 661
900 mm dia. Each 663 770 770
1000 mm dia. Each 774 961 961
1100 mm dia. Each 946 1221 1221
1200 mm dia. Each 1150 1528 1528
1400 mm dia. Each 1481 1936 1936
1600 mm dia. Each 1896 2479 2479
1800 mm dia. Each 1922 3193 3193
The above rates of RCC Collars suitable to plain ended pipes are based on the following raw
materials cost. Cement. Rs.3900/- per MT(Excluding all taxes and freight).
Steel (M.S. Rods) - Rs.45000/- per MT.(Excluding all taxes and freight).
The revised cost of RCC collars due to increase / decrease in the cost of raw materials
shall be as per the following formula.
R1= Variation (increase / decrease) in cost (Rs. per each)due to change in the cost of M.S.
Rods =(S2-S1)/1000 X Ws.
R2= Variation (increase /decrease) in cost (Rs. per each) due
to change in the cost of Cement = (C2-C1)/1000 X Wc.
S1 = Rs. 45000/- , S2 = Cost of M S Rods (Rs. per MT excluding all taxes and freight) at
the
time of preparation of estimate.
C1 = Rs.3900/-,
C2 = Cost of Cement (Rs. per MT excluding all taxes and freight) at the time of
preparation of
estimate
Ws=Weight of MS Rods required (Kg.) per each collar.
Wc= Weight of Cement required (Kg.) per each collar.
23
3. S o R FOR R.C.C. S/S PIPES (Non - Pressure)
Sl. No. Description
Manufacture, Supply and Delivery of R.C.C. Socket and Spigot pipes
1 conforming to B.I.S. 458/2003 at ex-factory (rate per meter of effective length)
Excluding transportation and all taxes.
300 mm dia. Meter 433 1087 1153
350 mm dia. Meter 557 1332 1355
400 mm dia. Meter 613 1477 1501
450 mm dia. Meter 765 1629 1640
500 mm dia. Meter 883 1865 2031
600 mm dia. Meter 1235 2619 2663
700 mm dia. Meter 1601 3358 3473
800 mm dia. Meter 2066 4452 4526
900 mm dia. Meter 2627 5605 5718
1000 mm dia. Meter 3210 6282 5739
1100 mm dia. Meter 3720 7432 7792
1200 mm dia. Meter 4197 8783 9129
1400 mm dia. Meter 6040 11632 12974
1600 mm dia. Meter 7478 15146 15505
1800 mm dia. Meter 8304 20137 20857
Note: All the prices are ex-works. The above rates of RCC S/S Non-Pressure pipes are based
on the following raw materials cost.
Cement. Rs.3900/- per MT,(Excluding all taxes and freight).
Steel (M.S. Rods) – Rs.45000/- per MT. (Excluding all taxes and freight).
R1= Variation (increase / decrease) in cost (Rs. per Meter) due to change in the cost of
M.S. Rods = (S2-S1)/1000 X Ws.
R2= Variation (increase / decrease) in cost (Rs. per Meter) due to change in the cost of
Cement = (C2-C1)/1000 X Wc.
S1 = Rs. 45000/- , S2 = Cost of M S Rods (Rs. per MT excluding all taxes and freight) at
the time of preparation of estimate.
C1 = Rs. 3900/- , C2 = Cost of Cement (Rs. per MT excluding all taxes and freight) at the
time of preparation of estimate
Ws=Weight of MS Rods required (Kg.) per Meter of pipe as per IS: 458/2003.
WC= Weight of Cement required (Kg.) per Meter of pipe.
24
4. S o R FOR R.C.C. S/S PIPES (Pressure)
Sl.No. Description
Manufacture, Supply and Delivery of R.C.C. Socket and Spigot pipes
1 conforming to B.I.S. 458/2003 Ex-factory (rate per meter of effective length)
Excluding transportation and all taxes.
P1 - Class P2 - Class P3 - Class
80 mm dia. Meter 222 249 285
100 mm dia. Meter 248 299 346
150 mm dia. Meter 343 445 551
200 mm dia. Meter 397 573 757
225 mm dia. Meter 447 651 842
250 mm dia. Meter 490 693 879
300 mm dia. Meter 657 993 1236
350 mm dia. Meter 818 1387 1789
400 mm dia. Meter 973 1842 2372
450 mm dia. Meter 1029 2186 2907
500 mm dia. Meter 1386 2359 3293
600 mm dia. Meter 1898 3524 4556
700 mm dia. Meter 2540 4635 5762
800 mm dia. Meter 3175 5474 6937
900 mm dia. Meter 3823 6412
1000 mm dia. Meter 4864 7328
Note: All the prices are ex-works.
The above rates of RCC S/S Pressure pipes are based on the following raw materials cost.
Cement. Rs.3900/- per MT,(Excluding all taxes and freight).
Steel (M.S. Rods) - Rs.45000/- per MT. (Excluding all taxes and freight).
R1= Variation (increase / decrease) in cost (Rs. per Meter)due to change in the cost of M.S.
Rods = (S2-S1)/1000 X Ws.
R2= Variation (increase / decrease) in cost (Rs. per Meter)due to change in the cost of
Cement = (C2-C1)/1000 X Wc.
S1 = Rs. 45000/-
S2 = Cost of M S Rods (Rs. per MT excluding all taxes and freight) at the time of preparation
of estimate.
C1 = Rs. 3900/-, C2 = Cost of Cement (Rs. per MT excluding all taxes and freight) at the
time of preparation of estimate
Ws=Weight of MS Rods required (Kg) per Meter of pipe as per IS: 458 /2003.WC= Weight
of Cement required (Kg) per Meter of pipe.
25
5. S o R FOR RUBBER RINGS TO SUIT R.C.C. S/S PIPES
Sl.
Description
No.
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)
1
including transportation but excluding all taxes. The Rubber Rings shall be tested
at the factory premises confirming to B.I.S. 5382/1985.
80 mm dia. Each 26
100 mm dia. Each 32
150 mm dia. Each 57
200 mm dia. Each 67
225 mm dia. Each 73
250 mm dia. Each 82
300 mm dia. Each 100 129 129
350 mm dia. Each 116 154 154
400 mm dia. Each 128 175 175
450 mm dia. Each 145 198 198
500 mm dia. Each 189 227 227
600 mm dia. Each 248 329 329
700 mm dia. Each 248 394 394
800 mm dia. Each 428 478 478
900 mm dia. Each 536 646 646
1000 mm dia. Each 627 780 780
1100 mm dia. Each 754 999 999
1200 mm dia. Each 1208 1256 1256
1400 mm dia. Each 1328 1382 1382
1600 mm dia. Each 1654 1686 1686
1800 mm dia. Each 2060 2154 2154
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)
2
including transportation but excluding all taxes. The Rubber Rings shall be
tested at the factory premises confirming to B.I.S. 5382/1985.
Size P1-Class P2-Class P3-Class
80 mm dia. Each 26 26 26
100 mm dia. Each 32 33 33
150 mm dia. Each 57 57 57
200 mm dia. Each 67 67 67
225 mm dia. Each 73 75 77
250 mm dia. Each 82 85 86
300 mm dia. Each 100 106 110
350 mm dia. Each 116 132 145
400 mm dia. Each 128 175 178
450 mm dia. Each 145 200 205
500 mm dia. Each 189 227 237
600 mm dia. Each 248 280 285
700 mm dia. Each 338 370 394
800 mm dia. Each 428 474 474
26
900 mm dia. Each 536 598
1000 mm dia. Each 627 722
1100 mm dia. Each 754
1200 mm dia. Each 1208
27
6. S o R FOR CONVEYANCE OF R.C.C. PLAIN ENDED PIPES
Rate up to
5 Kms Rate for
Rate up to 5 Kms Rate for
Lead every
Lead including every
including additional
Sl.No. Description Loading, additional 1
Loading, 1 KM lead
unloading and KM lead or
unloading or part
stacking part thereof.
and thereof.
stacking
Conveyance of R.C.C plain ended pipes on all weathered roads including
1
loading, unloading and stacking (per Meter) SoR for 2019-20
NP - 2 Class NP - 3 Class & NP - 4 Class
80 mm dia. 3.81 0.17
100 mm dia. 5.07 0.17
150 mm dia. 7.61 0.32
200 mm dia. 10.14 0.32
225 mm dia. 11.41 0.51
250 mm dia. 12.68 0.51
300 mm dia. 17.76 0.68 49.45 1.36
350 mm dia. 25.36 1.52 53.26 1.52
400 mm dia. 27.90 1.69 63.40 2.02
450 mm dia. 36.77 2.02 68.47 2.36
500 mm dia. 39.31 2.36 74.81 2.36
600 mm dia. 57.05 3.71 112.84 5.24
700 mm dia. 72.27 5.24 125.52 6.08
800 mm dia. 84.95 5.24 150.88 6.08
900 mm dia. 97.62 5.24 197.79 11.48
1000 mm dia. 144.54 10.80 238.36 11.48
1100 mm dia. 158.48 10.80 258.65 12.49
1200 mm dia. 180.04 11.48 289.08 12.49
1400 mm dia. 216.81 11.48 393.05 13.00
1600 mm dia. 251.05 11.48 471.65 13.00
1800 mm dia. 289.08 11.48 628.87 18.24
28
7. S o R FOR CONVEYANCE OF R.C.C. S/S PIPES
Rate up to 5 Rate for

Rate up to 5 Kms Rate for
Kms Lead every
Sl. Lead including every
including additional
No Description Loading, additional 1
Loading, 1 KM lead
. unloading & KM lead or
unloading or part
stacking part thereof.
and stacking thereof.
Conveyance of R.C.C. Socket and Spigot pipes on all-weather roads including loading,
1 unloading and stacking (per Meter of effective length)
Size NP - 2 & P1 Class NP – 3 & NP - 4 Class

80 mm dia. 5.07 0.16
100 mm dia. 5.07 0.30
150 mm dia. 8.88 0.30
200 mm dia. 11.41 0.61
225 mm dia. 12.68 0.61
250 mm dia. 13.95 1.38
300 mm dia. 22.83 1.53 59.98 1.84
350 mm dia. 26.62 1.69 65.21 2.14
400 mm dia. 26.62 1.99 80.86 4.00
450 mm dia. 38.04 2.14 88.68 4.00
500 mm dia. 41.84 2.31 97.81 4.30
600 mm dia. 54.52 4.00 131.71 6.13
700 mm dia. 67.19 4.30 177.35 12.12
800 mm dia. 92.55 6.59 209.96 12.12
900 mm dia. 138.20 11.82 242.56 12.12
1000 mm dia. 157.22 11.82 255.60 12.12
1100 mm dia. 177.50 12.12 273.86 12.12
1200 mm dia. 197.79 12.12 306.46 12.42
1400 mm dia. 245.97 12.12 410.79 12.42
1600 mm dia. 291.62 12.42 485.13 13.35
1800 mm dia. 361.34 12.42 646.83 18.26
P2 – Class P3 – Class
80 mm dia. 5.07 0.16 5.07 0.16

100 mm dia. 5.07 0.30 5.07 0.30
150 mm dia. 8.88 0.30 8.88 0.30
200 mm dia. 11.41 0.61 15.21 1.38
29
225 mm dia. 15.21 1.38 17.76 1.53
250 mm dia. 16.48 1.53 21.55 1.69
300 mm dia. 31.69 1.84 36.77 1.99
350 mm dia. 39.31 2.14 50.72 2.31
400 mm dia. 46.91 2.31 67.19 4.00
450 mm dia. 59.59 3.84 83.69 4.00
500 mm dia. 67.19 4.00 101.43 5.99
600 mm dia. 88.76 4.00 147.07 7.67
700 mm dia. 133.12 8.13 214.27 12.12
800 mm dia. 176.24 11.51 273.86 12.12
900 mm dia. 214.27 12.12
1000 mm dia. 263.72 12.42
8. S o R FOR A.C. PIPES
Sl.No Description
1 2
30
Manufacture, Supply of A.C. Pressure pipes (Mazza process) as per BIS No: 1592/2003as
amended from time to time duly marked with BIS mark, including cost of material,
1 incidental handling, loading and packing charges , but exclusive of transportation, unloading,
stacking at departmental stores, and excluding all taxes. The pipes shall be tested at factory
premises confirming to IS Code 1592/2003.
Class - 15 Class - 20 Class - 25
80 mm dia. Rate/Meter 192 209 262
250 mm dia. Rate/Meter 978 1265 1583
300 mm dia. Rate/Meter 1368 1778 2270
350 mm dia. Rate/Meter 1667 2166 2729
400 mm dia. Rate/Meter 2168 2832 3516
450 mm dia. Rate/Meter 2568 3407 4266
500 mm dia. Rate/Meter 3175 4168 5235
600 mm dia. Rate/Meter 4512 5889 7505
700 mm dia. Rate/Meter 5983 8115 10493
750 mm dia. Rate/Meter 6817 9367 12008
800 mm dia. Rate/Meter 7802 10613 13621
850 mm dia. Rate/Meter 8750 11941 15338
900 mm dia. Rate/Meter 9755 13338 17157
1000 mm dia. Rate/Meter 12042 16377 21098
2 Lowering, laying and jointing of AC pressure pipes with AC couplings or CID joints
complete with Rubber rings in readymade trenches true to alignment and gradient including
filling with water lead up to 500 mts and testing to required pressure including all sundries
but excluding cost of jointing materials and conveyance from source of supply as per BIS No.
6530/1972
800 mm dia. Rate/Meter 1040 1040 1040
850 mm dia. Rate/Meter 1110 1110 1110
900 mm dia. Rate/Meter 1210 1210 1210
1000 mm dia. Rate/Meter 1246 1246 1246
31
1. The above rates of AC Pipes are based on the Cement cost of RS 3900/- per MT
(Excluding all taxes and freight).
2. The above rates of AC pipes are based on the Fiber cost of Rs 78,500/- per M.T (Excluding
all taxes &Freight)
For any Increase/ Decrease in the rate of cement, the price of AC pipe per Rmt shall be
increased/decreased as under.
W x 0.85 x IC Where W = Weight of pipe in Kg’s/Rmt
IC = Increase/Decrease in cost of cement/Kg
For any increase/decrease in the rate of fiber, the price of AC pipe per Rmt shall be increased/
Decreased as under :
W x 0.15 X IF Where : W=: Weight of pipe in Kg’s/Rmt
IF = Increase /Decrease in cost of fiber/Kg
Note: 1) The Fiber rates are to be obtained from A.C. Pipe manufacturer of “Mazza” process.
2) The cement rate shall be communicated by the sub-committee of Board of Chief
engineers.
Transportation of AC pressure pipes at site of work anywhere in Andhra 5% on the basic
Pradesh on motor able roads for full truck loads including transit cost of
insurance, unloading, and stacking at site of work etc. Complete (AC corresponding
Couplings and Rubber rings are to be supplied free of transportation AC Pressure
charges). pipes.
32
9. S o R FOR A.C. COUPLINGS
Sl.
Description
No.
Manufacture, Supply of A.C Couplings suitable to A.C. Pressure pipes (Mazza process)
as per BIS: 1592/2003 excluding cost of rubber rings to suit AC pressure pipes
1 including cost of material, incidental handling, packing, transportation and unloading at
site transit risk, but excluding all taxes and testing of joints as per IS Code.
Class - 15 Class - 20 Class – 25
80 mm dia. Rate/Each 93 101 115
100 mm dia. Rate/Each 121 130 156
125 mm dia. Rate/Each 152 167 200
150 mm dia. Rate/Each 177 221 273
200 mm dia. Rate/Each 326 354 451
250 mm dia. Rate/Each 380 478 609
300 mm dia. Rate/Each 495 641 825
350 mm dia. Rate/Each 643 830 1060
400 mm dia. Rate/Each 990 1292 1658
450 mm dia. Rate/Each 1185 1565 2010
500 mm dia. Rate/Each 1415 1893 2418
600 mm dia. Rate/Each 1729 2167 2770
700 mm dia. Rate/Each 2290 3082 4008
750 mm dia. Rate/Each 2583 3531 4559
800 mm dia. Rate/Each 2930 3973 5142
850 mm dia. Rate/Each 3265 4445 5763
900 mm dia. Rate/Each 3612 4941 6414
1000 mm dia. Rate/Each 4409 6007 7829
1. The above rates of AC Coupling are based on the Cement cost of RS 3900/- per MT (Excluding all
taxes and freight).
2. The above rates of AC Coupling are based on the Fiber cost of Rs 78,500/- per M.T (excluding all
taxes &Fright)
For any Increase/ Decrease in the rate of cement, the price of AC Coupling per Each shall be
increased/decreased as under.
W x 0.85 x IC Where W = Weight of Coupling in Kgs/each
IC = Increase/Decrease in cost of cement/kg
For any increase/decrease in the rate of fiber, the price of AC Coupling per each shall be
increased/Decreased as under:
W x 0.15 X IF Where: W= Weight of Coupling in Kgs/Each
IF = Increase /Decrease in cost of fiber/kg
The Fiber rates are to be obtained from A.C. Pipe manufacturer of “Mazza” process.
10. S o R FOR RUBBER RINGS TO SUIT A.C. COUPLINGS
Sl. No. Description

Schedule of rate for supply of Rubber rings manufactured as per BIS: 5382/1988 with BIS
Mark embossed per each set suitable for A.C. Couplings including cost of material,
1 incidental, handling, packing and transportation and unloading at site transit risk etc., but
excluding all taxes. The Rubber Rings shall be tested at the factory premises confirming to
B.I.S 5382/1988
Size Unit SoR for 2019-20
Class - 15 Class - 20 Class - 25
80 mm dia. Each Set 75 75 75
100 mm dia. Each Set 91 91 91
125 mm dia. Each Set 119 119 119
150 mm dia. Each Set 150 150 150
200 mm dia. Each Set 156 156 156
250 mm dia. Each Set 180 180 180
300 mm dia. Each Set 180 180 180
350 mm dia. Each Set 205 205 205
400 mm dia. Each Set 251 251 251
450 mm dia. Each Set 294 294 294
500 mm dia. Each Set 340 340 340
600 mm dia. Each Set 385 385 385
700 mm dia. Each Set 800 800 800
750 mm dia. Each Set 831 831 831
800 mm dia. Each Set 892 892 892
850 mm dia. Each Set 994 994 994
900 mm dia. Each Set 1045 1045 1045
1000 mm dia. Each Set 1158 1158 1158
11. S o R FOR PRE-STRESSED (NON-CYLINDER) CONCRETE PIPES FOR THE YEAR 2019-20
Sl.No. Description
Manufacture, Supply, Delivery of Pre-stressed (Non-cylinder) concrete pipes conforming to IS 784/2001 ex-factory excluding
1 transportation, taxes For the following Field/Site Test Pressures.
(The manufacture shall design the pipes as per the IS Code 784-2001)
Size Unit SoR for 2019-20.
10
6 Kg/cm2 8 Kg/cm2 12 Kg/cm2 14 Kg/cm2 16 Kg/cm2
Kg/cm2
350 MM DIA. Meter 2980 2990 3002 3018 3078 3186
400 MM DIA. Meter 3202 3226 3260 3303 3364 3414
450 MM DIA. Meter 3404 3420 3459 3526 3616 3695
500 MM DIA. Meter 3685 3700 3730 3809 3889 4003
600 MM DIA. Meter 4234 4264 4309 4441 4583 4724
700 MM DIA. Meter 4964 5034 5153 5299 5453 5666
800 MM DIA. Meter 6022 6156 6299 6490 6686 6996
900 MM DIA. Meter 6909 7087 7273 7583 7825 8392
1000 MM DIA. Meter 8144 8377 8620 8865 9163 9817
1100 MM DIA. Meter 9129 9396 9694 9992 10306 11111
1200 MM DIA. Meter 10260 10613 10946 11184 11639 12800
1300 MM DIA. Meter 11627 12025 12423 12823 13974 14478
1400 MM DIA. Meter 13458 13924 14400 15187 16150 16861
1500 MM DIA. Meter 15196 15749 16269 17660 18296 20438
1600 MM DIA. Meter 17102 17699 18299 19966 20686 22760
1700 MM DIA. Meter 18351 19046 19731 21485 23804 24876
1800 MM DIA. Meter 20291 21586 22761 24681 25595 28342
1900 MM DIA. Meter 21678 22871 24883 26311 28602 30800
2000 MM DIA. Meter 23830 25316 26644 29073 32087 33353
Cost of laying jointing, testing to hydrostatic field test pressure including cost of rubber rings, cost of transportation of water and emptying
2
pipe line after completion of field testing etc.
350 MM DIA. Meter 252 252 252 252 252 252
35
400 MM DIA. Meter 272 272 272 272 272 272
450 MM DIA. Meter 314 314 314 314 314 314
500 MM DIA. Meter 334 334 334 334 334 334
600 MM DIA. Meter 411 411 411 411 411 411
700 MM DIA. Meter 481 481 481 481 481 481
800 MM DIA. Meter 545 545 545 545 545 545
900 MM DIA. Meter 596 596 596 596 596 596
1000 MM IA Meter 689 689 689 689 689 689
1100 MM IA Meter 774 774 774 774 774 774
1200 MMDIA. Meter 857 857 857 857 857 857
1300 MM DIA. Meter 972 972 972 972 972 972
1400 MM DIA. Meter 1100 1100 1100 1100 1100 1100
1500 MM DIA. Meter 1193 1193 1193 1193 1193 1193
1600 MM DIA. Meter 1337 1337 1337 1337 1337 1337
1700 MM DIA. Meter 1455 1455 1455 1455 1455 1455
1800 MM DIA. Meter 1539 1539 1539 1539 1539 1539
1900 MM DIA. Meter 1625 1625 1625 1625 1625 1625
2000 MM DIA. Meter 1712 1712 1712 1712 1712 1712
Conveyance of pre-stressed (Non-cylinder) concrete pipes and accessories including loading at factory, un-loading at site and stacking for
3
the following sizes.(minimum distance of 100 km to be considered if the distance is less by 100 km from factory to site)
350 MM DIA. Per K.M/M 1.67 1.67 1.67 1.67 1.67 1.67
400 MM DIA. Per K.M/M 1.67 1.67 1.67 1.67 1.67 1.67
450 MM DIA. Per K.M/M 2.04 2.04 2.04 2.04 2.04 2.04
500 MM DIA. Per K.M/M 2.14 2.14 2.14 2.14 2.14 2.14
600 MM DIA. Per K.M/M 2.39 2.39 2.39 2.39 2.39 2.39
700 MM DIA. Per K.M/M 3.94 3.94 3.94 3.94 3.94 3.94
800 MM DIA. Per K.M/M 3.94 3.94 3.94 3.94 3.94 3.94
900 MM DIA. Per K.M/M 3.94 3.94 3.94 3.94 3.94 3.94
36
1000 MM DIA. Per K.M/M 6.33 6.33 6.33 6.33 6.33 6.33
1100 MM DIA. Per K.M/M 6.33 6.33 6.33 6.33 6.33 6.33
1200 MM DIA. Per K.M/M 12.04 12.04 12.04 12.04 12.04 12.04
1300 MM DIA. Per K.M/M 12.17 12.17 12.17 12.17 12.17 12.17
1400 MM DIA. Per K.M/M 12.17 12.17 12.17 12.17 12.17 12.17
1500 MM DIA. Per K.M/M 12.17 12.17 12.17 12.17 12.17 12.17
1600 MM DIA. Per K.M/M 13.60 13.60 13.60 13.60 13.60 13.60
1700 MM DIA. Per K.M/M 13.60 13.60 13.60 13.60 13.60 13.60
1800 MM DIA. Per K.M/M 13.95 13.95 13.95 13.95 13.95 13.95
1900 MM DIA. Per K.M/M 14.54 14.54 14.54 14.54 14.54 14.54
2000 MM DIA. Per K.M/M 14.54 14.54 14.54 14.54 14.54 14.54
Cost of Machine End pair (Socket +Spigot) for providing M.S Specials on PSC pipelines excluding cost of M.S Special including cost and
4
conveyance to site etc., complete.
350 MM DIA. Per Pair 10736 10736 10736 10736 10736 10736
400 MM DIA. Per Pair 12316 12316 12316 12316 12316 12316
450 MM DIA. Per Pair 13901 13901 13901 13901 13901 13901
500 MM DIA. Per Pair 15498 15498 15498 15498 15498 15498
600 MM DIA. Per Pair 18443 18443 18443 18443 18443 18443
700 MM DIA. Per Pair 21620 21620 21620 21620 21620 21620
800 MM DIA. Per Pair 24716 24716 24716 24716 24716 24716
900 MM DIA. Per Pair 28056 28056 28056 28056 28056 28056
1000 MM DIA. Per Pair 30415 30415 30415 30415 30415 30415
1100 MM DIA. Per Pair 33596 33596 33596 33596 33596 33596
1200 MM DIA. Per Pair 36634 36634 36634 36634 36634 36634
37
1300 MM DIA. Per Pair 39640 39640 39640 39640 39640 39640
1400 MM DIA. Per Pair 47100 47100 47100 47100 47100 47100
1500 MM DIA. Per Pair 55609 55609 55609 55609 55609 55609
1600 MM DIA. Per Pair 62152 62152 62152 62152 62152 62152
1700 MM DIA. Per Pair 69981 69981 69981 69981 69981 69981
1800 MM DIA. Per Pair 80265 80265 80265 80265 80265 80265
1900 MM DIA. Per Pair 93119 93119 93119 93119 93119 93119
2000 MM DIA. Per Pair 109057 109057 109057 109057 109057 109057
Cost of M.S Flanges including cost of bolts, nuts, rubber packing etc., complete and flange thickness confirming to is:7322-1985 and flange
5
dimensions confirming to is:1538-1993 excluding cost of ms specials including cost and conveyance to site, vat etc., complete.
Diameter and thickness Unit Rate Diameter and thickness Unit Rate
80 mm dia. x 15 mm thick Each Flange 769 500mm dia. x 20 mm thick Each Flange 7877
100 mm dia. x 15 mm thick Each Flange 1060 600 mm dia. x 20 mm thick Each Flange 9916
Note: a) The above rate of PSC pipes are based on the HT wire cost of Rs.56,500/-MT (Excluding all taxes and freight).and cement price of Rs3900/- per MT
(Excluding all taxes and freight).
The rates may be revised depending upon the increase/decrease in the cost of HT wire and Cement. as per the following method.
38
The cost of HT wire may be obtained from reputed firms like SAIL/TATA/ SS Ltd. etc.,
Revised Cost =Cost as per the above table +R1+R2.
R1= Variation (increase / decrease) in cost (Rs. per meter) due to change in the cost of HT Wire =(H2-H1)/1000 X Wh.
R2= Variation (increase / decrease) in cost (Rs. per meter) due to change in the cost of Cement =(C2-C1)/1000 X Wc.
H1 = Rs. 56,500/- H2 = Cost of HT Wire (Rs. per MT excluding all taxes and freight) at the time of preparation of estimate.
C1 = Rs. 3900/- C2 = Cost of Cement (Rs. per MT excluding all taxes and freight) at the time of preparation of estimate
Wh=Weight of HT Wire required (Kg.) per meter of pipe.
Wc= Weight of Cement required (Kg.) per meter of pipe.
The rates for MS flanges are considering landed price of MS Plates of Rs.47000/- per MT.(Excluding all taxes and freight). Price variation to be released on
actual weight of flange.
Note: 1) The above formula for calculation of revised cost to be used for preparation of Estimates only.
39
12. S o R FOR PRE-STRESSED (CYLINDER) CONCRETE PIPES FOR THE YEAR 2019-20
S.
Description
No.
Pre-stressed (Cylinder type ) concrete pipes conforming to IS 784/2001 @ ex-factory cost of pipes, excluding transportation, laying, jointing,
1 testing, bends, tees, specials, all taxes for the following Field/Site Test Pressures.(The manufacture shall design the pipes as per the IS Code 784-
2001)
8 10 12 14 16 18 20
4 Kg/cm2 6 Kg/cm2
Kg/cm2 Kg/cm2 Kg/cm2 Kg/cm2 Kg/cm2 Kg/cm2 Kg/cm2
400 MM DIA. Meter 5333 5333 5333 5333 5359 5414 5507 5596 5664
450 MM DIA. Meter 5797 5797 5797 5823 5890 5971 6070 6113 6167
500 MM DIA. Meter 6186 6186 6246 6300 6353 6426 6510 6575 6639
600 MM DIA. Meter 7110 7182 7257 7341 7416 7490 7617 7713 7800
700 MM DIA. Meter 8086 8181 8288 8384 8490 8586 8763 8873 9010
800 MM DIA. Meter 9516 9633 9761 9899 10028 10155 10345 10525 10677
900 MM DIA. Meter 10827 10996 11156 11326 11497 11666 12110 12334 12596
1000 MM DIA. Meter 13001 13203 13407 13619 13822 14034 14619 14916 15212
1100 MM DIA. Meter 14451 14696 14951 15197 15452 15697 16414 16743 17135
1200 MM DIA. Meter 16073 16371 16659 16957 17266 17563 18414 18836 19255
1300 MM DIA. Meter 17974 18325 18676 19028 19380 20039 20759 21273 21836
1400 MM DIA. Meter 20158 20593 21037 21522 22378 22947 23758 23997 24962
1500 MM DIA. Meter 23677 24210 24669 25138 26056 26579 27279 28339 28924
1600 MM DIA. Meter 26701 27419 28027 29009 29607 30265 31468 32129 32789
1700 MM DIA. Meter 28739 29525 30125 31245 31918 33327 34099 34854 35617
1800 MM DIA. Meter 31470 32343 34052 35112 36148 38093 39740 40586 41451
1900 MM DIA. Meter 36557 37313 38641 39459 41130 42066 43033 43982 44929
2000 MM DIA. 38575 39960 40878 41808 43671 44703 45781 46830 47890
Meter
2 Cost of laying jointing, testing to hydrostatic field test pressure including cost of site welding and fixing of polypropylene diaper cloth, cost of
40
transportation of water and emptying pipe line after completion of field testing etc.
400 MM DIA. Meter 520 520 520 520 520 520 520 520 520
450 MM DIA. Meter 611 611 611 611 611 611 611 611 611
500 MM DIA. Meter 666 666 666 666 666 666 666 666 666
600 MM DIA. Meter 779 779 779 779 779 779 779 779 779
700 MM DIA. Meter 887 887 887 887 887 887 887 887 887
800 MM DIA. Meter 1019 1019 1019 1019 1019 1019 1019 1019 1019
900 MM DIA. Meter 1149 1149 1149 1149 1149 1149 1149 1149 1149
1000 MM DIA. Meter 1258 1258 1258 1258 1258 1258 1258 1258 1258
1100 MM DIA. Meter 1427 1427 1427 1427 1427 1427 1427 1427 1427
1200 MM DIA. Meter 1556 1556 1556 1556 1556 1556 1556 1556 1556
1300 MM DIA. Meter 1666 1666 1666 1666 1666 1666 1666 1666 1666
1400 MM DIA. Meter 1833 1833 1833 1833 1833 1833 1833 1833 1833
1500 MM DIA. Meter 2035 2035 2035 2035 2035 2035 2035 2035 2035
1600 MM DIA. Meter 2203 2203 2203 2203 2203 2203 2203 2203 2203
1700 MM DIA. Meter 2481 2481 2481 2481 2481 2481 2481 2481 2481
1800 MM DIA. Meter 2630 2630 2630 2630 2630 2630 2630 2630 2630
1900 MM DIA. Meter 2869 2869 2869 2869 2869 2869 2869 2869 2869
2000 MM DIA. Meter 3054 3054 3054 3054 3054 3054 3054 3054 3054
Conveyance of Pre-stressed (Cylinder type) concrete pipes and accessories including loading at factory, un-loading at site and stacking for the
3 following sizes. (minimum distance of 100 km to be considered if the distance is less by 100 km from factory to site)
Per 1.43 1.43 1.43 1.43 1.43 1.43 1.43 1.43 1.43
400 MM DIA.
KM/M
Per 1.43 1.43 1.43 1.43 1.43 1.43 1.43 1.43 1.43
450 MM DIA.
KM/M
Per 2.04 2.04 2.04 2.04 2.04 2.04 2.04 2.04 2.04
500 MM DIA.
KM/M
Per 2.27 2.27 2.27 2.27 2.27 2.27 2.27 2.27 2.27
600 MM DIA.
KM/M
41
700 MM DIA. Per 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58
KM/M
800 MM DIA. Per 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58
KM/M
900 MM DIA. Per 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58
KM/M
1000 MM DIA. Per 5.72 5.72 5.72 5.72 5.72 5.72 5.72 5.72 5.72
KM/M
1100 MM DIA. Per 5.72 5.72 5.72 5.72 5.72 5.72 5.72 5.72 5.72
KM/M
1200 MM DIA. Per 11.33 11.33 11.33 11.33 11.33 11.33 11.33 11.33 11.33
KM/M
1300 MM DIA. Per 11.33 11.33 11.33 11.33 11.33 11.33 11.33 11.33 11.33
KM/M
1400 MM DIA. Per 11.33 11.33 11.33 11.33 11.33 11.33 11.33 11.33 11.33
KM/M
1500 MM DIA. Per 11.33 11.33 11.33 11.33 11.33 11.33 11.33 11.33 11.33
KM/M
1600 MM DIA. Per 11.33 11.33 11.33 11.33 11.33 11.33 11.33 11.33 11.33
KM/M
1700 MM DIA. Per 13.60 13.60 13.60 13.60 13.60 13.60 13.60 13.60 13.60
KM/M
1800 MM DIA. Per 13.60 13.60 13.60 13.60 13.60 13.60 13.60 13.60 13.60
KM/M
1900 MM DIA. Per 13.60 13.60 13.60 13.60 13.60 13.60 13.60 13.60 13.60
KM/M
2000 MM DIA. Per 14.44 14.44 14.44 14.44 14.44 14.44 14.44 14.44 14.44
KM/M
Note: The rates of PCCP pipes which were incorporated in the SSR are based on the following raw materials cost.
HT Wire: - Rs.56, 500/- (excluding all taxes & freight)
HR Coil (Hot Rolled): - Rs.49,375/- (excluding all taxes & freight)
42
Cement Cost Rs. 3900/-.per MT (excluding all taxes & freight)
The rates may be revised depending upon the increase/ decrease in the cost of raw materials (landed price) as per the following method.
Revised Cost =Cost as per the above table +R1+R2+R3.

R1= Variation (increase / decrease) in cost (Rs. per meter) due to change in the cost of HT Wire =(H2-H1)/1000 X Wh.
R2= Variation (increase / decrease) in cost (Rs. per meter) due to change in the cost of HR Coil =(R2-R1)/1000 X Wr.
R3= Variation (increase / decrease) in cost (Rs. per meter) due to change in the cost of Cement =(C2-C1)/1000 X Wc .
H1 = Rs. 56,500/- H2 = Cost of HT Wire (Rs. per MT excluding all taxes and freight) at the time of preparation of estimate.
R1 = Rs. 49,375/- R2 = Cost of HR Coil (Rs. per MT excluding all taxes and freight) at the time of preparation of estimate.
C1 = Rs. 3900/- C2 = Cost of Cement (Rs. per MT excluding all taxes and freight) at the time of preparation of estimate
Wh=Weight of HT Wire required (Kg.) per Meter of pipe.
Wr = Weight of HR Coil required (kg) per Meter of pipe.
43
Public Health Items
13. S o R FOR BAR WRAPPED STEEL CYLINDRICAL (BWSC) PIPES FOR THE YEAR 2019-20
Sl.No
Description
.
Bar Wrapped Steel Cylindrical (BWSC) pipes conforming to IS 15155 - 2002, ex-factory excluding transportation and all taxes., for bar wrapped steel
1
cylindrical pipes for the following Field/Site Test Pressures.(The manufacture shall design the pipes as per the IS Code 784-2001)
4 -12 26 30
Size Unit 14 Kg/cm2 16 Kg/cm2 18 Kg/cm2 20 Kg/cm2 22 Kg/cm2 24 Kg/cm2 28 Kg/cm2
Kg/cm2 Kg/cm2 Kg/cm2
250 MM 2623 2623 2623 2623 2623 2623 2906 3000 3035 3187
Meter
DIA.
300 MM 2923 2923 2923 2923 2923 3064 3472 3604 3679 3868
Meter
DIA.
350 MM 3552 3552 3552 3611 3787 3976 4152 4328 4516 4696
Meter
DIA.
400 MM 3913 3913 3995 4232 4454 4688 4910 5145 5373 5587
Meter
DIA.
450 MM 4386 4421 4726 5007 5312 5542 5813 6038 6291 6786
Meter
DIA.
500 MM 4755 5085 5437 5812 6143 6527 6855 7140 7612 8081
Meter
DIA.
600 MM 5885 6297 6814 7306 7834 8372 8966 9572 10151 10641
Meter
DIA.
700 MM 7148 7879 8549 9240 10016 10769 11473 12506 13153 13743
Meter
DIA.
800 MM 8584 9581 10461 11400 12484 13405 14594 15496 16376 17336
Meter
DIA.
900 MM 10380 11543 12635 13832 15018 16459 17608 18807 20167 21557
Meter
DIA.
1000 MM 12278 13732 15313 16769 18137 19511 20959 22594 24573 25933
Meter
DIA.
1100 MM 16157 16509 18128 19933 21681 23393 25593 27116 29223 31103
Meter
DIA.
1200 MM 17643 18875 20836 22886 24962 27075 29624 32121 34409 36329
Meter
DIA.
44
Public Health Items
Cost of laying jointing, testing to hydrostatic field test pressure including cost of site welding and fixing of polypropylene dia. Per cloth, cost of
2
transportation of water and emptying pipe line after completion of field testing.
250 MM 354 354 354 354 354 354 354 354 354 354
Meter
DIA.
300 MM 417 417 417 417 417 417 417 417 417 417
Meter
DIA.
350 MM 492 492 492 492 492 492 492 492 492 492
Meter
DIA.
400 MM 551 551 551 551 551 551 551 551 551 551
Meter
DIA.
450 MM 551 551 551 551 551 551 551 551 551 551
Meter
DIA.
500 MM 690 690 690 690 690 690 690 690 690 690
Meter
DIA.
600 MM 849 849 849 849 849 849 849 849 849 849
Meter
DIA.
700 MM 989 989 989 989 989 989 989 989 989 989
Meter
DIA.
800 MM 1125 1125 1125 1125 1125 1125 1125 1125 1125 1125
Meter
DIA.
900 MM 1322 1322 1322 1322 1322 1322 1322 1322 1322 1322
Meter
DIA.
1000 MM 1461 1461 1461 1461 1461 1461 1461 1461 1461 1461
Meter
DIA.
1100 MM 1717 1717 1717 1717 1717 1717 1717 1717 1717 1717
Meter
DIA.
1200 MM 1922 1922 1922 1922 1922 1922 1922 1922 1922 1922
Meter
DIA.
Conveyance of Bar Wrapped Steel Cylindrical (BWSC) pipes and accessories including loading at factory, un-loading at site and stacking for the
3 following sizes. (minimum distance of 100 km to be considered if the distance is less by 100 km from factory to site)
250 MM Per KM/ 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75
DIA. M
300 MM Per KM/ 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75
DIA. M
45
Public Health Items
350 MM Per KM/ 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
DIA. M
400 MM Per KM/ 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25
DIA. M
450 MM Per KM/ 1.64 1.64 1.64 1.64 1.64 1.64 1.64 1.64 1.64 1.64
DIA. M
500 MM Per KM/ 2.01 2.01 2.01 2.01 2.01 2.01 2.01 2.01 2.01 2.01
DIA. M
600 MM Per KM/ 2.13 2.13 2.13 2.13 2.13 2.13 2.13 2.13 2.13 2.13
DIA. M
700 MM Per KM/ 2.39 2.39 2.39 2.39 2.39 2.39 2.39 2.39 2.39 2.39
DIA. M
800 MM Per KM/ 3.14 3.14 3.14 3.14 3.14 3.14 3.14 3.14 3.14 3.14
DIA. M
900 MM Per KM/ 3.38 3.38 3.38 3.38 3.38 3.38 3.38 3.38 3.38 3.38
DIA. M
1000 MM Per KM/ 3.89 3.89 3.89 3.89 3.89 3.89 3.89 3.89 3.89 3.89
DIA. M
1100 MM Per KM/ 8.67 8.67 8.67 8.67 8.67 8.67 8.67 8.67 8.67 8.67
DIA. M
1200 MM Per KM/ 12.12 12.12 12.12 12.12 12.12 12.12 12.12 12.12 12.12 12.12
DIA. M
Note: The above rates of BWSC pipes are based on the following raw materials' cost.
HR coil - Rs.49,375/- per MT(Excluding all taxes and freight).

Wire rods - Rs.48,500/- per MT (Excluding all taxes and freight).
Cement Cost Rs. 3900/-per MT(Excluding all taxes and freight).
The rates may be revised depending upon the increase/ decrease in the cost of raw materials (landed price) as per the following method.
Revised Cost =Cost as per the above table +R1+R2+R3.
46
Public Health Items
R1= Variation (increase / decrease) in cost (Rs. per meter) due to change in the cost of HR Plate =(H2-H1)/1000 X Wh.
R2= Variation (increase / decrease) in cost (Rs. per meter) due to change in the cost of wire rods =(W2-W1)/1000 X Ww.
R3= Variation (increase / decrease) in cost (Rs. per meter) due to change in the cost of Cement =(C2-C1)/1000 X WcH1 = Rs. 49,375/- H2 = Cost of
HR Plate (Rs. per MT excluding all taxes and freight) at the time of preparation of estimate. W1 = Rs. 48,500/- W2 = Cost of
Wire rods (Rs. per MT excluding all taxes and freight) at the time of preparation of estimate. C1 = Rs. 3900/- C2 = Cost of
Cement (Rs. per MT excluding all taxes and freight) at the time of preparation of estimate Wh=Weight of HR Plate required (Kg.) per
meter of pipe.
Ww = Weight of wire rods required (kg) per meter of pipe.
47
Public Health Engineering Items
14. S o R FOR M.S. PIPES FOR THE YEAR 2019-20
Thickness
Sl.No. Description Unit Rate
in mm
1 Manufacture, supply and delivery of M.S Spirally Welded Pipes conforming to IS:
3589/2001 including in lining with cement mortar (1:2) 15mm thick using 4 numbers of
6mm dia. M.S. Rings at each end of the pipe and out coating with cement mortar (1:3)
30mm thick by short crating or gunetting duly providing wire mesh of size 50x50x3mm
including cost of all materials, labor charges, transportation to anywhere in AP, but
excluding all taxes.
500 mm dia. Meter 8.00 9174
600 mm dia. Meter 8.00 10907
700 mm dia. Meter 8.00 12719

700 mm dia. Meter 10.00 15685
800 mm dia. Meter 8.00 14589

800 mm dia. Meter 10.00 16808
800 mm dia. Meter 12.00 19819
900 mm dia. Meter 8.00 16293

900 mm dia. Meter 10.00 18784
900 mm dia. Meter 12.00 21281
1000 mm dia. Meter 8.00 18275

1000 mm dia. Meter 10.00 21031
1000 mm dia. Meter 12.00 23706
1000 mm dia. Meter 14.00 27296
1100 mm dia. Meter 8.00 20982

1100 mm dia. Meter 10.00 24491
1100 mm dia. Meter 12.00 27526
1100 mm dia. Meter 14.00 31715
1100 mm dia. Meter 16.00 35919
1200 mm dia. Meter 8.00 23408

1200 mm dia. Meter 10.00 27485
1200 mm dia. Meter 12.00 30812
48
1200 mm dia. Meter 14.00 34136

1200 mm dia. Meter 16.00 38650
1200 mm dia. Meter 18.00 43176
1300 mm dia. Meter 8.00 25871

1300 mm dia. Meter 10.00 29660
1300 mm dia. Meter 12.00 33552
1300 mm dia. Meter 14.00 37141
1300 MM DIA. Meter 16.00 40745
1300 MM DIA. Meter 18.00 45503
1300 MM DIA. Meter 20.00 50276
1400 MM DIA. Meter 8.00 27792

1400 MM DIA. Meter 10.00 31860
1400 MM DIA. Meter 12.00 35794
1400 MM DIA. Meter 14.00 39657
1400 MM DIA. Meter 16.00 43528
1400 MM DIA. Meter 18.00 48604
1400 MM DIA. Meter 20.00 53692
1400 MM DIA. Meter 22.00 58794
1500 MM DIA. Meter 8.00 29724

1500 MM DIA. Meter 10.00 34076
1500 MM DIA. Meter 12.00 38315
1500 MM DIA. Meter 14.00 42444
1500 MM DIA. Meter 16.00 46588
1500 MM DIA. Meter 18.00 50735
1500 MM DIA. Meter 20.00 56032
1500 MM DIA. Meter 22.00 61343
1500 MM DIA. Meter 24.00 66666
1600 MM DIA. Meter 8.00 31694

1600 MM DIA. Meter 10.00 36167
1600 MM DIA. Meter 12.00 40556
1600 MM DIA. Meter 14.00 44958
1600 MM DIA. Meter 16.00 49369
1600 MM DIA. Meter 18.00 53790
49
1600 MM DIA. Meter 20.00 59397

1600 MM DIA. Meter 22.00 65020
1600 MM DIA. Meter 24.00 70655
1600 MM DIA. Meter 26.00 76302
1700 MM DIA. Meter 8.00 33543

1700 MM DIA. Meter 10.00 38415
1700 MM DIA. Meter 12.00 43074
1700 MM DIA. Meter 14.00 47747
1700 MM DIA. Meter 16.00 52424
1700 MM DIA. Meter 18.00 57117
1700 MM DIA. Meter 20.00 63067
1700 MM DIA. Meter 22.00 69035
1700 MM DIA. Meter 24.00 75009
1700 MM DIA. Meter 26.00 81005
1700 MM DIA. Meter 28.00 87009
1800 MM DIA. Meter 8.00 35539

1800 MM DIA. Meter 10.00 40664
1800 MM DIA. Meter 12.00 45593
1800 MM DIA. Meter 14.00 50537
1800 MM DIA. Meter 16.00 55482
1800 MM DIA. Meter 18.00 60447
1800 MM DIA. Meter 20.00 65419
1800 MM DIA. Meter 22.00 71592
1800 MM DIA. Meter 24.00 77780
1800 MM DIA. Meter 26.00 83978
1800 MM DIA. Meter 28.00 90192
1800 MM DIA. Meter 30.00 96417
1900 MM DIA. Meter 8.00 36417

1900 MM DIA. Meter 10.00 42637
1900 MM DIA. Meter 12.00 47832
1900 MM DIA. Meter 14.00 53043
1900 MM DIA. Meter 16.00 58264
1900 MM DIA. Meter 18.00 63499
1900 MM DIA. Meter 20.00 68737
50
1900 MM DIA. Meter 22.00 75218

1900 MM DIA. Meter 24.00 81712
1900 MM DIA. Meter 26.00 88221
1900 MM DIA. Meter 28.00 94741
1900 MM DIA. Meter 30.00 101277
1900 MM DIA. Meter 32.00 107821
2000 MM DIA. Meter 8.00 38111

2000 MM DIA. Meter 10.00 44612
2000 MM DIA. Meter 12.00 50078
2000 MM DIA. Meter 14.00 55559
2000 MM DIA. Meter 16.00 61050
2000 MM DIA. Meter 18.00 66553
2000 MM DIA. Meter 20.00 72060
2000 MM DIA. Meter 22.00 77542
2000 MM DIA. Meter 24.00 84223
2000 MM DIA. Meter 26.00 90916
2000 MM DIA. Meter 28.00 97625
2000 MM DIA. Meter 30.00 104343
2000 MM DIA. Meter 32.00 111076
2000 MM DIA. Meter 34.00 117820
2100 MM DIA. Meter 8.00 40033

2100 MM DIA. Meter 10.00 46859
2100 MM DIA. Meter 12.00 52597
2100 MM DIA. Meter 14.00 58333
2100 MM DIA. Meter 16.00 64105
2100 MM DIA. Meter 18.00 69876
2100 MM DIA. Meter 20.00 75657
2100 MM DIA. Meter 22.00 81453
2100 MM DIA. Meter 24.00 88469
2100 MM DIA. Meter 26.00 95496
2100 MM DIA. Meter 28.00 102537
2100 MM DIA. Meter 30.00 109590
2100 MM DIA. Meter 32.00 116657
2100 MM DIA. Meter 34.00 123737
2100 MM DIA. Meter 36.00 130826
51
2200 MM DIA. Meter 8.00 41723

2200 MM DIA. Meter 10.00 48833
2200 MM DIA. Meter 12.00 54844
2200 MM DIA. Meter 14.00 60859
2200 MM DIA. Meter 16.00 66891
2200 MM DIA. Meter 18.00 72927
2200 MM DIA. Meter 20.00 78981
2200 MM DIA. Meter 22.00 85047
2200 MM DIA. Meter 26.00 99698
2200 MM DIA. Meter 28.00 107042
2200 MM DIA. Meter 30.00 114397
2200 MM DIA. Meter 32.00 121767
2200 MM DIA. Meter 34.00 129153
2200 MM DIA. Meter 36.00 136548
2200 MM DIA. Meter 38.00 143958
2300 MM DIA. Meter 10.00 46742

2300 MM DIA. Meter 12.00 57359
2300 MM DIA. Meter 16.00 68771
2300 MM DIA. Meter 18.00 76255
2300 MM DIA. Meter 20.00 82579
2300 MM DIA. Meter 22.00 88908
2300 MM DIA. Meter 26.00 101701
2300 MM DIA. Meter 28.00 109638
2300 MM DIA. Meter 30.00 117634
2300 MM DIA. Meter 32.00 126472
2300 MM DIA. Meter 34.00 133541
2300 MM DIA. Meter 36.00 141544
2300 MM DIA. Meter 38.00 149604
2300 MM DIA. Meter 40.00 157620
2400MM DIA. Meter 10.00 53054

2400 MM DIA. Meter 12.00 59602
2400 MM DIA. Meter 14.00 67090
2400 MM DIA. Meter 16.00 73663
2400 MM DIA. Meter 18.00 80239
52
2400 MM DIA. Meter 20.00 86836

2400 MM DIA. Meter 22.00 94282
2400 MM DIA. Meter 26.00 102031
2400 MM DIA. Meter 28.00 109032
2400 MM DIA. Meter 30.00 116046
2400 MM DIA. Meter 32.00 123070
2400 MM DIA. Meter 34.00 130104
2400 MM DIA. Meter 36.00 137154
2400 MM DIA. Meter 38.00 144211
2400 MM DIA. Meter 40.00 145016
2400 MM DIA. Meter 42.00 152091
2500 MM DIA. Meter 10.00 55304

2500 MM DIA. Meter 14.00 68948
2500 MM DIA. Meter 16.00 75787
2500 MM DIA. Meter 18.00 82638
2500 MM DIA. Meter 20.00 89498
2500 MM DIA. Meter 22.00 96371
2500 MM DIA. Meter 28.00 121251
2500 MM DIA. Meter 30.00 129573
2500 MM DIA. Meter 34.00 142050
2500 MM DIA. Meter 36.00 150945
2500 MM DIA. Meter 38.00 159896
2500 MM DIA. Meter 40.00 168860
2500 MM DIA. Meter 42.00 177871
2500 MM DIA. Meter 44.00 186831
2500 MM DIA. Meter 46.00 195848
2600 MM DIA. Meter 12.00 58835

2600 MM DIA. Meter 14.00 71462
2600 MM DIA. Meter 16.00 78573
2600 MM DIA. Meter 18.00 85692
2600 MM DIA. Meter 20.00 92824
2600 MM DIA. Meter 22.00 99963
2600 MM DIA. Meter 32.00 143019
2600 MM DIA. Meter 34.00 151672
2600 MM DIA. Meter 36.00 160331
53
2600 MM DIA. Meter 38.00 169007

2600 MM DIA. Meter 40.00 177696
2600 MM DIA. Meter 42.00 186398
2600 MM DIA. Meter 44.00 195113
2600 MM DIA. Meter 46.00 203838
2600 MM DIA. Meter 48.00 212580
2 Cost of Laying, Jointing, Hydrostatic Filed Test Pressure, Including Cost of Site Welding,
Jointing Materials And Cost of Transportation of Water Including Emptying Pipe Line
After Completion Of Field Testing
400 MM DIA. Meter 682

The above rates of MS Spiral pipes are based on the following raw materials cost.
MS Plates = Rs47,000/- Per MT.(Excluding all taxes and freight).
The rates may be revised depending upon the increase/decrease in the cost of raw materials
(landed price) as per the following method.
54
Revised Cost = Cost of the pipe as per the above table +R1
R1= (M2-M1)/1000 x Wm
M1= Rs 47,000/-
M2= Cost of MS Plates at the time of preparation of estimate excluding all taxes and freight
Wm=Weight of MS Plates in Kg’s per meter of pipe
15. S.S. RATES FOR H.D.P.E PIPES FOR THE YEAR 2019-20. (PE - 80 Grade)
Sl.No Description 4.0 kg/sqcm

1 Manufacture, Supply, & Delivery of HDPE pipes conforming to IS 4984 - 1995
including transportation to anywhere in A.P, excluding all taxes (Supply up to 90
mm dia. in coil & above 90 mm dia. straight Length)
Rate per Meter

OD 40 mm 34
55
OD 50 mm 49
OD 63 mm 67
OD 75 mm 92
OD 90 mm 132
OD 110 mm 198
OD 125 mm 254
OD 140 mm 316
OD 160 mm 413
OD 180 mm 522
OD 200 mm 637
OD 225 mm 808
OD 250 mm 1001
OD 280 mm 1247
OD 315 mm 1585
OD 355 mm 2073
OD 400 mm 2686
OD 450 mm 3414
OD 500 mm 4194
OD 560 mm 5185
OD 630 mm 6558
OD 710 mm 8333
OD 800 mm 10547
OD 900 mm 13364
OD 1000 mm 16458
Note: - Reliance Industries Resin cost adopted for the above rates are
For PE - 80 grade Rs.88800/- per MT. (Excluding all taxes).
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.
P2 = P1 + (A2 - A1) /1000 x M x 0.95(for increase in raw material cost)
P2 = P1 - (A1 - A2) /1000 x M x 0.95(for decrease in raw material cost)
P2 = Revised pipe price in Rs. per Meter (Excluding all taxes).
P1 = Existing pipe price in Rs. per Meter (Excluding all taxes).
A2 = Revised price of raw material Rs. per MT excluding all taxes.
A1 = Existing price of raw material Rs. Per MT excluding all taxes
M = Weight of pipe in Kg’s per Meter as per weight chart.
The above formula for calculation of revised cost to be used for preparation of Estimates
only.
16. S o R FOR H.D.P.E PIPES FOR THE YEAR 2019-20. (PE - 100 Grades)
Sl. Description 6.0 kg/ 8.0 kg/ 10.0 kg/ 12.5 16.0
No. sqcm sqcm sqcm kg/ kg/
sqcm sqcm
1 Manufacture, Supply, & Delivery of HDPE Pipes conforming to IS 4984 - 1995

including transportation to anywhere in A.P, excluding all taxes (Supply up to 90
mm dia. in coil & above 90 mm dia. straight length.)
56
Rate per Meter

OD 20 mm 23
OD 25 mm 35
OD 32 mm 38 42 57
OD 40 mm 49 58 64 88
OD 50 mm 60 73 89 101 136
OD 63 mm 89 112 136 158 215
OD 75 mm 126 160 191 229 304
OD 90 mm 177 228 273 326 438
OD 110 mm 269 340 404 498 666
OD 125 mm 342 439 527 662 859
OD 140 mm 429 548 661 837 1076
OD 160 mm 563 716 859 1081 1407
OD 180 mm 707 905 1087 1376 1777
OD 200 mm 876 1119 1341 1709 2187
OD 225 mm 1133 1447 1740 2147 2773
OD 250 mm 1394 1788 2149 2665 3420
OD 280 mm 1747 2238 2689 3329 4289
OD 315 mm 2214 2834 3405 4197 5422
OD 355 mm 2775 3548 4264 5148 6919
OD 400 mm 3661 4673 5604 7380 8945
OD 450 mm 4543 5820 6996 9331 11276
OD 500 mm 5617 7176 8629 11525 13767
OD 560 mm 6472 8275 9880 12767
OD 630 mm 8157 10470 12517 15013
OD 710 mm 10380 13264 15898
OD 800 mm 13172 16844 20254
OD 900 mm 16686 21323
OD 1000 mm 20577
Note: Reliance Industries Resin cost adopted for the above rates are
For PE - 100 grade Rs..90110/-per MT. (Excluding all taxes).

57

P2 = Revised pipe price in Rs. per Meter (Excluding all taxes).
P1 = Existing pipe price in Rs. per Meter (Excluding all taxes).
A2 = Revised price of raw material Rs. per MT excluding all taxes
A1 = Existing price of raw material Rs. per MT excluding all taxes
only.
58
17.HDPE PIPES – (PE –100 Grade) SEWER LINES FOR THE YEAR 2019-20
6.0 kg/ 8.0 kg/ 10.0 kg/12.5 16.0

Sl.
Description sqcm sqcm sqcm kg/ kg/
No
sqcm sqcm
1 Manufacture, Supply, & Delivery of HDPE Pipes are conforming to IS 14333 -
2000 for using underground drainage and sewerage systems including
transportation to anywhere in A.P, excluding all taxes (Supply up to 90 mm drain
coil & above 90 mm dia. straight length)
Rate per Meter
OD 63mm 96 121 145 173 207

OD 75 mm 136 174 207 247 294
OD 90 mm 193 248 294 350 424
OD 110 mm 278 351 419 503 600
OD 125 mm 355 453 542 642 776
OD 140 mm 444 564 679 809 974
OD 160 mm 578 737 886 1047 1267
OD 180 mm 728 935 1121 1332 1603
OD 200 mm 902 1153 1382 1649 1976
OD 225 mm 1138 1453 1748 2079 2504
OD 250 mm 1404 1798 2157 2567 3084
OD 280 mm 1755 2248 2690 3227 3873
OD 315 mm 2222 2847 3432 4072 4897
OD 355 mm 2815 3606 4338 5177 6213
OD 400 mm 3728 4771 5728 6829 8190
OD 450 mm 4705 6035 7253 8628
OD 500 mm 5816 7440 8946 10664
OD 560 mm 7272 9324 11224
OD 630 mm 9207 11802 14180
OD 710 mm 11961 15324
OD 800 mm 15176
OD 900 mm 19221
OD 1000 mm 23748
Note: Reliance Industries Resin cost adopted for the above rates are
For PE - 100 grade Rs.90110/-per MT. (Excluding all taxes).
59

P2 = Revised pipe price in Rs. per Meter excluding all taxes
P1 = Existing pipe price in Rs. per Meter excluding all taxes
A2 = Revised price of raw material Rs. per MT excluding all taxes
A1 = Existing price of raw material Rs. per MT excluding all taxes
M = Weight of pipe in Kgs per Meter as per weight chart.
only.
18. S o R FOR H.D.P.E- (PE –100 Grade) FITTINGS FOR THE YEAR 2019-20.
60
Manufacture, Supply, & Delivery of HDPE (PE –100 Grade) fittings conforming
I to IS 4984 - 1995 including transportation to anywhere in A.P. Excluding all
taxes.
I (a) PIPE ENDS LONG NECK Rate per Each
OD 50 mm 63
OD 63 mm 80
OD 75 mm 96
OD 90 mm 134
OD 110 mm 185
OD 125 mm 333
OD 140 mm 312
OD 160 mm 436
OD 180 mm 663
OD 200 mm 853
OD 225 mm 980
OD 250 mm 1148
OD 280 mm 1282
OD 315 mm 1478
OD 355 mm 3091
OD 400 mm 4119
OD 450 mm 6852
OD 500 mm 7627
(b) MS FLANGES Rate per Each
OD 50 mm 77
OD 63 mm 97
OD 75 mm 124
OD 90 mm 134
OD 110 mm 141
OD 125 mm 193
OD 140 mm 209
OD 160 mm 275
OD 180 mm 387
OD 200 mm 502
OD 225 mm 629
OD 250 mm 742
OD 280 mm 842
OD 315 mm 990
OD 355 mm 1677
OD 400 mm 2080
OD 450 mm 2715
OD 500 mm 3109
(c) END CAPS Rate per Each
OD 50 mm 46
OD 63 mm 55
OD 75 mm 69
61
OD 90 mm 92
OD 110 mm 105
OD 125 mm 145
OD 140 mm 170
OD 160 mm 259
OD 180 mm 421
OD 200 mm 461
OD 225 mm 480
OD 250 mm 682
OD 280 mm 698
OD 315 mm 954
OD 355 mm 1473
OD 400 mm 2573
OD 450 mm 4138
OD 500 mm 7627
(d) REDUCERS Rate per Each
OD 50 mm x 63 mm 63
OD 63 mm x 75 mm 92
OD 75 mm x 90 mm 151
OD 90 mm x 110 mm 208
OD 110 mm x 125 mm 318
OD 125 mm x 140 mm 440
OD 140 mm x 160 mm 614
OD 160 mm x 180 mm 850
OD 180 mm x 200 mm 1097
OD 200 mm x 225 mm 1348
OD 225 mm x 250 mm 1837
OD 250 mm x 280 mm 2608
OD 280 mm x 315 mm 3688
OD 315 mm x 355 mm 4230
OD 355 mm x 400 mm 5968
OD 400 mm x 450 mm 6192
OD 450 mm x 500 mm 7938
(e) TEES Rate per Each

OD 50 mm 88
OD 63 mm 140
OD 75 mm 170
OD 90 mm 298
OD 110 mm 353
OD 125 mm 531
OD 140 mm 732
OD 160 mm 1261
OD 180 mm 1710
62
OD 200 mm 2355
OD 225 mm 3344
OD 250 mm 4579
OD 280 mm 6411
OD 315 mm 9136
OD 355 mm 13029
OD 400 mm 19083
OD 450 mm 27106
OD 500 mm 37227
BENDS
(f)
Rate per Each
OD 50 mm 55
OD 63 mm 123
OD 75 mm 161
OD 90 mm 274
OD 110 mm 362
OD 125 mm 534
OD 140 mm 703
OD 160 mm 1049
OD 180 mm 1506
OD 200 mm 2039
OD 225 mm 2894
OD 250 mm 3966
OD 280 mm 5718
OD 315 mm 7909
OD 355 mm 10963
OD 400 mm 16538
OD 450 mm 24312
OD 500 mm 32960
II Providing and Fixing electro Fusion Ferrule Tapping saddle manufactured from
virgin resin of PE-80/PE-100 having blue/black color using food grade
compounded raw material with quality assurance certificate from quality
agencies like CIPET etc. For usage in drinking water system and having working
pressure of 10 bar. The cost shall include testing of all materials, labor all taxes
(central & state), inspection charges, transportation up to site, transit insurance,
loading, unloading, stacking, providing and fixing etc. Complete as specified and
directed by the Departmental Engineers.
SIZE Rate Each

(Main pipe outer diameter in mm & Tapping size in
Inches)
63
63x1/2” 967
63 x3/4” 967
63 x1” 967
63 x1/2” 967
75 x1/2” 967
75 x3/4” 967
75 x1 967
90 x1/2” 967
90 x3/4” 967
90 x1” 967
90 x 1 1/4” 1254
90 x 1 1/2” 1254
90 x2” 1254
110x1/2” 967
110 x3/4” 967
110 x1” 967
110 x 1 1/4” 1254
110x1 1/2” 1254
110x2” 1254
160 x1/2” 967
160 x3/4” 967
160 x1” 967
160 x 1 1/4” 1371
160 x 1 1/2” 1371
160 x 2” 1371
200 x 1/2” 1371
200 x 3/4” 1371
200 x 1” 1371
200 x 1 1/4” 1973
200 x 2” 1973
250 x 1/2” 1390
250 x3/4” 1390
250 x1” 1390
250 x 1 1/4” 2009
250 x1 1/2” 2009
250 x 2” 2009
315 x 1/2” 1655
315 x3/4” 1655
64
315x1” 1655
315x1 1/4” 2248
315x1 1/2” 2248
315x2” 2248
Note: For Item No.18( II ). The above rates are including taxes of 18% GST. The same
may be deducted for obtaining basic rates.
19. S o R FOR Double Wall Corrugated (DWC) Pipes FOR THE YEAR 2019-20
SoR
Sl.No. Description Unit RATES
2019-20
1 2 3 4
65
I Manufacture, supply, & delivery of (DWC) structured Meter

wall polyethylene/polypropylene piping system with
non smooth external annular corrugated and smooth
internal surface (Double Wall) for non pressure
sewage & Drainage application pipes of standard
length 6 m, grade conforming to IS 16098 (part-II:
2013) excluding transportation to anywhere in A.P,
Inner Dia. (mm)
Stiffness Class SN-8
100 156
135 237
150 289
170 349
200 479
250 740
300 995
400 1,708
500 2,624
600 4,523
800 7,499
1000 12,212
20. SoR FOR PVC PIPES FOR THE YEAR 2019-20

TEST PRESSURE
Sl.
Description 4.0 6 10
No.
Kgs/cm2 Kgs/cm2 Kgs/cm2
66
Manufacture, Supply and Delivery of Unplasticised PVCs Pipes for potable

water supplies conforming to IS : 4985/2000 (3rd revision) with bell ends
(Socket) as per specification in light Grey/Natural Ivory Grey/ Any other
1 Color (except White) inclusive of transportation to the sub-divisional stores
anywhere in AP excluding all taxes.
DIA. IN MM Rate/Meter
20 16
25 24
32 36
40 34 55
50 51 85
63 56 81 121
75 81 111 176
90 112 160 250
110 162 232 372
125 212 296 486
140 265 381 603
160 349 494 790
180 444 636 1013
200 540 774 1233
225 722 1043 1659
250 838 1268 2009
280 1090 1600 2530
315 1383 2028 3203
355 1820 2640
400 2295 3360
Note:
The resin cost adopted for the above rates is Rs.78,668/- per MT (excluding all taxes)
The variation in cost of PVC pipes due to increase / decrease in raw material cost shall be
allowed subject to the following price variation formula.
The price variation formula to be adopted is as follows:
P2 = P1 + (A2 - A1) /1000 x M x 0.95 (for increase in raw material cost)
P2 = P1 - (A1 - A2) /1000 x M x 0.95 (for decrease in raw material cost)
P2 = Revised pipe price in Rs. Per Meter, P1 = Existing pipe price in Rs. Per Meter
A2 = Revised price of raw material Rs. Per MT,
A1 = Existing price of raw material Rs. Per MT
M = Weight of pipe in Kgs per Meter as per weight chart.
only.
21. SoR FOR NON- PRESSURE P.V.C.U PIPES FOR THE YEAR 2019-20
S. No Description
1 Manufacture, Supply, & Delivery of Unplasticised Non-pressure polyvinyl
chloride(PVC-U) pipes of dark (any shade of brown) for use in underground
drainage & sewerage system conforming to IS 15328/2003) with solvent cement
67
jointing as per specification inclusive of transportation to the sub-divisional

stores anywhere in A.P, excluding all taxes
Pipe Series (S25) Rate per Meter
OD 160 mm 296
OD 200 mm 449
OD 250mm 696
OD 315 mm 1099
Pipe Series (S20)
OD 125 mm 228
OD 160 mm 366
OD 200 mm 555
OD 250mm 865
OD 315 mm 1358
Pipe Series (S16.5)
OD 110 mm 201
OD 125 mm 271
OD 160 mm 425
OD 200 mm 660
OD 250mm 1023
OD 315 mm 1615
Note: The resin cost adopted for the above rates isRs.78,668/- per MT (Excluding all taxes).
The variation in cost of PVC pipes due to increase / decrease in raw material cost shall be
allowed subject to the following price variation formula.
P2 = Revised pipe price in Rs. per Meter
P1 = Existing pipe price in Rs. per Meter
A2 = Revised price of raw material Rs. per MT
A1 = Existing price of raw material Rs. per MT
only.
68
22. SoR FOR NON- PRESSURE P.V.C.U PIPES FOR THE YEAR 2019-20
S. No Description
1 Manufacture, supply, & delivery of un-plasticized Non-Pressure Polyvinyl
Chloride(PVC-U) pipes of dark (any shade of Brown) for use in underground
drainage & sewerage system conforming to IS 15328/2003) with Elastomeric
Seal Ring Joints (Ringtite PVC Pipes)as per specification inclusive of
transportation to the Sub-Divisional stores anywhere in A.P, excluding all
taxes
Pipe Series (S25) Rate per Meter

OD 160 mm 315
OD 200 mm 478
OD 250mm 743
OD 315 mm 1170
Pipe Series (S20)
OD 125 mm 245
OD 160 mm 387
OD 200 mm 589
OD 250mm 919
OD 315 mm 1443
Pipe Series (S16.5)
OD 110 mm 214
OD 125 mm 289
OD 160 mm 453
OD 200 mm 697
OD 250mm 1084
OD 315 mm 1712
Note: The resin cost adopted for the above rates isRs.78,668/- per MT (Excluding all
taxes).The variation in cost of PVC pipes due to increase / decrease in raw material cost shall
be allowed subject to the following price variation formula.
P2 = Revised pipe price in Rs. per Meter
P1 = Existing pipe price in Rs. per Meter
A2 = Revised price of raw material Rs. per MT
A1 = Existing price of raw material Rs. per MT
only.
69
23. SoR FOR CENTRIFUGALLY CAST (SPUN)IRON PRESSURE PIPES
Sl. No. Description Unit S.S. Rates for 2019-20

Socket and Spigot Centrifugally Cast (Spun) Iron pressure pipes for water,
Gas and Sewage conforming to specification No: IS 1536/1989 (third
revision) with amdt. No: 1 & 2 in standard lengths of 3.66 m, 4 m, 4.5m, 5
I m, 5.5 m & 6 m and details given below, suitable either for lead jointing or
rubber gasket (push on) jointing at purchasers option at ex-factory excluding
transportation and all taxes.
Nominal dia. (in MM) LA Class A Class B Class
80 Rmt 928 1009 1079
100 Rmt 1150 1266 1350
125 Rmt 1486 1623 1746
150 Rmt 1803 1976 2123
200 Rmt 2637 2861 3088
250 Rmt 3554 3869 4174
300 Rmt 4583 5010 5414
350 Rmt 5773 6262 6774
400 Rmt 7026 7677 8267
450 Rmt 8472 9307 10013
500 Rmt 9917 10804 11658
600 Rmt 13216 14428 15587
700 Rmt 17056 18634 20077
750 Rmt 19101 20884 22595
800 Rmt 21383 23298 25135
900 Rmt 26045 28417 30708
1000 Rmt 31290 34182 36835
II Conveyance of Centrifugally Cast (Spun) Iron Pressure Pipes and
accessories including loading at Factory, un-loading at site and stacking for
the following sizes. (The Minimum distance/lead in Km for destination
below 100 Km to be taken as 100 Km)
SIZE IN MM LA A B
UNIT
80 0.29 0.29 0.29
Per KM/RMT
100 0.29 0.29 0.29
Per KM/RMT
125 0.44 0.44 0.44
Per KM/RMT
150 0.44 0.44 0.44
Per KM/RMT
200 0.74 0.74 0.74
Per KM/RMT
250 0.89 0.89 0.89
Per KM/RMT
300 1.17 1.17 1.17
70
Per KM/RMT
350 1.61 1.61 1.61

Per KM/RMT
400 1.90 1.90 1.90
Per KM/RMT
450 2.20 2.20 2.20
Per KM/RMT
500 2.63 2.63 2.63
Per KM/RMT
600 2.63 2.63 2.63
Per KM/RMT
700 2.63 2.63 2.63
Per KM/RMT
750 4.38 4.38 4.38
Per KM/RMT
800 7.45 7.45 7.45
Per KM/RMT
900 7.45 7.45 7.45
Per KM/RMT
1000 7.45 7.45 7.45
Per KM/RMT
Note: Price Variation Formula due to Increase / Decrease in the cost of pig iron.
P2=P1+ (R2-R1)/1000*M*1.0
Where M= Weight of pipe in kg per Meter.
P2 = Revised rate of pipe in Rs. per Rmt
P1 = Rate of pipe in Rs. per Rmt as per above table.
R2 = Price of Pig Iron (Rs per MT excluding all taxes) at the time of preparation of
estimate.
R1 = Price of Pig Iron (Rs per MT excluding all taxes) at the time of preparation of SSR =Rs.
36,500/-
only.
24.S o R FOR DUCTILE IRON PRESSURE PIPES FOR THE YEAR 2019-20
71
Sl.
Description Unit Class of Pipe
No.
Centrifugally cast (Spun) Ductile Iron pressure pipes for water, gas and sewage with
Socket Spigot ends conforming to IS.: 8329/2000 in standard working lengths of 4,
1 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 and all taxes.
Nominal Dia. in mm Rmt K7 K9
100 Rmt 913 1091
150 Rmt 1314 1627
200 Rmt 1789 2164
250 Rmt 2383 2868
300 Rmt 3040 3663
350 Rmt 3909 4632
400 Rmt 4688 5527
450 Rmt 5669 6669
500 Rmt 6679 7687
600 Rmt 8959 10254
700 Rmt 11390 12945
750 Rmt 12883 14684
800 Rmt 14138 15977
900 Rmt 17412 19636
1000 Rmt 20521 23087
1100 Rmt 25086
1200 Rmt 29323
Centrifugally cast (Spun) Ductile Iron pressure pipes for water, gas and sewage with
plain ends conforming to IS:8329/2000in standard working lengths of 4, 5, 5.5 & 6
2
meter for classification K9 & K7 with cement mortar lining inside the pipes with
outside zinc coating. Rates are ex-factory, excluding transportation and all taxes.
Nominal Dia. in mm K7 K9
100 Rmt 814 1039
150 Rmt 1204 1534
200 Rmt 1660 2080
250 Rmt 2160 2759
300 Rmt 2852 3521
350 Rmt 3593 4376
400 Rmt 4339 5274
450 Rmt 5181 6236
500 Rmt 6172 7427
600 Rmt 8159 9600
72
Sl.
Description Unit Class of Pipe
No.
700 Rmt 10746 12177
750 Rmt 12009 13607
800 Rmt 13290 15037
900 Rmt 16085 18166
1000 Rmt 19104 21616
1100 Rmt 23218
1200 Rmt 24640
Centrifugally cast (Spun) Ductile Iron pressure pies with flanged (welded) ends for
water, gas, sewage conforming to IS: 8329/2000 in standard working lengths of
3
1,2,3, 4, 5 mts for classification K9 with cement mortar lining inside the pipes with
outside zinc coating. Rates are ex-factory, excluding transportation and all taxes.
Nominal
1.0 Mt. 2.0 Mt. 3.0 Mt. 4.0 Mt. 5.0 Mt.
Dia. in Unit
Length Length Length Length Length
mm
100 Each 3321 4269 5214 6162 8187
150 Each 5325 7127 7565 7962 11169
200 Each 7071 9535 9587 10566 14562
250 Each 9236 12526 13656 14247 19771
300 Each 11858 16042 18009 18535 25461
350 Each 21597 24327 25383 27869 35530
400 Each 25297 31581 34645 35000 41984
450 Each 32333 39879 42961 44078 51823
500 Each 41262 50229 51866 52369 61686
600 Each 47769 59915 67315 68526 86532
700 Each 67106 81695 85104 87657 94770
800 Each 79130 96824 100973 109712 121228
900 Each 84026 105493 120470 137362 151569
1000 Each 115096 140362 150596 171018 188058
1100 Each 134238 161162 184443 197334 223562
Conveyance of Ductile Iron Pressure Pipes and WELDED
accessories including loading at Factory, un- DOUBLE
4 Class
loading at site and stacking for the following sizes FLANGED
PIPES
SIZE IN MM UNIT K7 K9 K9
100 Per KM/RMT 0.23 0.23 0.35
150 Per KM/RMT 0.35 0.35 0.46
200 Per KM/RMT 0.35 0.46 0.69
250 Per KM/RMT 0.46 0.58 0.92
300 Per KM/RMT 0.69 0.69 1.16
73
350 Per KM/RMT 0.81 0.92 1.39

400 Per KM/RMT 0.92 1.04 1.62
450 Per KM/RMT 1.16 1.27 1.96
500 Per KM/RMT 1.39 1.50 2.31
600 Per KM/RMT 1.96 1.96 3.00
700 Per KM/RMT 2.89 2.89 4.39
750 Per KM/RMT 3.47 3.47 5.31
800 Per KM/RMT 5.89 5.89 8.78
900 Per KM/RMT 5.89 5.89 8.78
1000 Per KM/RMT 5.89 5.89 8.78
1100 Per KM/RMT 5.89 5.89 8.78
Supply and Delivery of Polyethylene (PE) Sleeves for Ductile Iron Pipes used to guard
5
the pipe against corrosion.
DIA. IN MM
100 MM DIA. RMT 45.00
150 MM DIA. RMT 55.00
200 MM DIA. RMT 70.00
250 MM DIA. RMT 81.00
300 MM DIA. RMT 89.00
350 MM DIA. RMT 100.00
400 MM DIA. RMT 140.00
450 MM DIA. RMT 140.00
500 MM DIA. RMT 169.00
600 MM DIA. RMT 169.00
700 MM DIA. RMT 220.00
750 MM DIA. RMT 220.00
800 MM DIA. RMT 220.00
900 MM DIA. RMT 250.00
1000 MM DIA. RMT 250.00
1100 MM DIA. RMT 308.00
6 Additional price for HAC(high alumina cement mortar lining)
DIA. IN MM
100 MM DIA. RMT 67.00
150 MM DIA. RMT 88.00
200 MM DIA. RMT 108.00
250 MM DIA. RMT 129.00
300 MM DIA. RMT 138.00
350 MM DIA. RMT 157.00
74
400 MM DIA. RMT 216.00

450 MM DIA. RMT 216.00
500 MM DIA. RMT 266.00
600 MM DIA. RMT 266.00
700 MM DIA. RMT 341.00
750 MM DIA. RMT 341.00
800 MM DIA. RMT 341.00
900 MM DIA. RMT 389.00
1000 MM DIA. RMT 389.00
1100 MM DIA. RMT 389.00
1200 MM DIA. RMT 389.00
Note: Price Variation Formula due to Increase / Decrease in the cost of pig iron.
P2=P1+ (R2-R1)/1000*M*0.96, Where
M = Weight of pipe in kg per Meter as per I.S.8329-2000.
P2 = Revised rate of pipe in Rs. per Rmt.
P1 = Rate of pipe in Rs. per Rmt. as per above table.
R2 = Price of Pig Iron(Rs per MT)) at the time of preparation of estimate.
R1 = Price of Pig Iron(Rs per MT) at the time of preparation
Of SoR =Rs.36,500/-(Excluding all taxes).
only.
25. S o R FOR DUCTILE IRON FITTINGS FOR THE YEAR 2019-20
Sl. No. Description Unit Rate
75
Centrifugally cast (spun) Ductile Iron Fittings conforming to IS:9523/2000 having

dimensions as per table. The rates mentioned here under are for fittings, zinc
coated externally with inside mortar lining (with finishing as per class 13/IS
9523/2000) ( ex-works) Excluding Transportation and all Taxes.
I DI double socket branch flange Tee
Up to 500 x 500 mm dia. Kg 120.92
Above 500 x 500 mm dia. Kg 133.92
II DI All Socket Tees

Up to 300 x 300 mm dia. Kg 120.92
Above 300 x 300 mm dia. Kg 133.92
III DI Double socket Tapers (Reducer)

Up to 500 x 450 mm dia. Kg 120.92
Above 500 x 450 mm dia. Kg 133.92
IV DI Flanged Socket
Up to 500 mm dia. Kg 120.92
Above 500 mm dia. Kg 133.92
V DI Flanged Spigot
VI DI Double Socket Duck Foot Bend

Up to 300mm dia. Kg 120.92
Above 300mm dia. Kg 133.92
VII DI Double Flange Duck/Foot bend

VIII DI All socket Cross.

Up to 300 x 300 mm dia. Kg 120.92
Above 300 x 300 mm dia. Kg 133.92
IX DI All Flange Tee

Up to 500 x 500 mm dia. Kg 120.92
Above 500 x 500 mm dia. Kg 133.92
X DI All Flange Cross

Up to 300 x 300 mm dia. Kg 120.92
Above 300 x 300 mm dia. Kg 133.92
XI DI Double Flange Reducer

Up to 500 x 450 mm dia. Kg 120.92
Above 500 x 450 mm dia. Kg 133.92
76
XII Blank Flange

XIII Mechanical Joints

XIV DI Double Socket Bends

XV DI Double Flanged Bends

26. S o R FOR RUBBER GASKETS SUITABLE FORC.I/ D.I. S/S PIPESFOR THE
YEAR 2019-20
77

1 2 3 4
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
1
handling with companies standard packing, transportation, unloading & stacking but
80mm dia. Each 39

100mm dia. Each 61
125mm dia. Each 73
150mm dia. Each 89
200mm dia. Each 107
250mm dia. Each 120
300mm dia. Each 183
350mm dia. Each 231
400mm dia. Each 256
450mm dia. Each 299
500mm dia. Each 416
600mm dia. Each 525
700mm dia. Each 698
750mm dia. Each 823
800mm dia. Each 987
900mm dia. Each 1191
1000mm dia. Each 1303
78
27. SoR FOR CI PIPES AND SPECIALS FOR THE YEAR 2019-20
Rate/ Kg including
Quality or packing, forwarding,
Sl.
Description Transit risk and delivery
No.
sort anywhere in A.P. for the
year 2019-20. (Rs.)
1 Manufacture, Supply and Delivery of Cast Iron Pipes I.S. No.

and Fittings (spls.) Conforming to IS. No. 7181/1986
7181/1986, 5531/1988, 3950/1979 and C.I.D Joints 5531/1988
confirming to is No.8794/1988 at site of work 3950/1979 81.74
anywhere in A.P. Including, loading, unloading, &
transportation to site of work stacking at site transit 8794/1988
risk and package, excluding taxes and duties.
Foot Note: The rate of CI pipes, CI Specials and CID Joints etc., which are to be incorporated in the
SoR are based on the following raw materials cost.
Pig Iron: Rs.36,500/- per M.T. (Excluding all taxes).
Coke : Rs.29,488/- per M.T. (Excluding all taxes).
The rates may be revised depending upon the increase/decrease in the cost of raw materials as per the
following method. For every increase/decrease of Rs.1000/- in the cost of raw materials or part there
of proportionately.
In respect of Pig Iron: The increase/decrease in cost of CI Specials per Kg is 3.43%.
In respect of coke: The increase/decrease in cost of CI Specials per Kg is 0.67%.
The above price is at site of work.

Note-1: The above formula for calculation of revised cost to be used for preparation of Estimates
only.
79
28. S o R FOR WATER HAMMER CONTROL DEVICES FOR THE YEAR 2019-20
(Rate Each in Rs.)
Sl. No. Description TEST PRESSURE

10 15
20 Kgs/cm2 25 Kgs/cm2
Kgs/cm2 Kgs/cm2
Manufacture, Supply and delivery of Air Cushion valves / Quick Released damped Air
1 Valves (QRDA) as per AWWA, Ex-factory excluding transportation and all taxes.
DIA. IN MM Rate/Each Rate/Each Rate/Each Rate/Each

100 70689 81294 89422 98361
150 107425 123539 135892 149481
200 114661 131858 145046 159550
Conveyance of valves and
accessories including loading
2 5% on basic cost of valves
at factory and unloading,
stacking at site of work.
80
29. S o R FOR VALVES CONFORMING TO IS for normal usage 2019-20.
Sl.
Description
No.
Supply, Delivery of D.I double flanged Sluice Valves conforming to IS- 14846
(with up to date amendments, if any) including gear arrangements for the
following dia. as per test pressure having Body, Bonnet, Dome, Stool cover,
Wedge, Stuffing box, Gland, Thrust plate, Cap/Hand wheel with D.I; Stem,
1 Body seat ring, Wedge facing ring, Bushes, Bolts, Nuts, Pinion and Pinion shaft
with Stainless steel (IS 6603) ; Wedge nut, Shoe, Channel with Leaded Tin
Bronze ( IS 318 ); Gasket with Neoprene Rubber; Gland packing with Rubber;
Gear, Gear housing with Cast Steel excluding all taxes and transportation, etc.
complete ISI marked.
PN 1.0 (MPa) PN 1.6 (MPa)
DIA. IN MM Rate/Each
450 168080 210100
500 210980 263725
600 270380 337975
700 520080 375100
800 674080 650100
900 875380 705100
1000 1425380 842600
1100 1645380 960850
1200 1865380 1094225
Supply, Delivery of D.I double flanged short/Long body or Wafer Type pattern
Butterfly Valves for the following dia. conforming to IS 13095 (with up to date
amendments, if any) manually operated having Body, Disc with D.I; Shaft,
2 Seating ring, internal fastenings with Stainless steel (IS: 6603); External bolting
with Carbon steel; Seat with Nitrite or EPDM rubber; excluding transportation
and all taxes, complete.
DIA. IN MM PN 2.5 (MPa) (Rate/Each)
50 14080
100 16280
150 23980
200 43780
250 49280
300 56980
350 69080
400 100980
450 132880
500 190080
550 210980
600 234080
650 270380
81
700 328680
750 344080
800 369380
850 388080
900 438680
1000 564080
1100 674080
1200 894080
Supply, Delivery of D.I Double Flanged Swing Check type Reflux valves (Non
Return Valves) of following dia. conforming to IS- 5312 (Pts-1&2) (with
amendments up to date, if any) having Body, Cover, Door, Bearing holder with
D.I; Hinge pin, Door pin, Door suspension pin with Stainless Steel (IS 6603);
3
Body seat ring , Door face ring, Bearing bushes, Plugs for hinge pin with
Leaded Tin Bronze ( IS 318 ); Bolts, Nuts with Carbon steel; Gaskets with
Rubber; Hinges with Cast steel; excluding transportation and all taxes
complete.
PN 1.0 (MPa) PN 1.6 (MPa)
DIA. IN MM Rate/Each
50 10780 13475
100 15180 18975
150 21780 27225
200 29480 36850
250 40480 50600
300 62480 78100
350 74580 93225
400 89980 112475
450 116380 145475
500 192280 240350
550 212080 265100
600 256080 320100
Conveyance of valves and 5% on basic cost of valves
accessories including loading at
4
factory and unloading, stacking at
site of work.
30. S o R FOR VALVES FOR HEAVY USUAGE in WTPS, STPS, PUMP HOUSES,
PUMPING MAINS & ELSRS 2019-20.
82
Sl. No. Description TEST PRESSURE
Supply and delivery of "Resilient Seated Soft Sealing" Gate Valves (Sluice Valves) with
Body and Bonnet of Ductile Iron GGG-40/SG-400/15 or GGG-50/SG-500/7 or Equivalent as
per IS1865, IS:3896-2 and Wedge fully Rubber Lined with food grade quality grade W270
grade EPDM, Replaceable Spindle Nut without gland packing with 3-O ring protection
system on the Shaft and Seals of NBR. The Valves should be Vacuum tight and 100% leak
1
proof with face to face dimensions as BS:5163 Type A/IS:14846. All the valves should be
with fusion bonded Electrostatic Powder coating both inside and outside (Min 250 Microns)-
RAL 5005 with Pocket Less Straight through body Passage conforming to Design standards
of DIN-3202F4/BS:5163 Type A Flange drilling as per IS - 1538 excluding all taxes, duties
and transportation.
PN 1.0 PN 1.6 PN 2.5 (MPa)
DIA. IN MM
(MPa) (MPa)
A) Without By-Pass
50 7669 7669 14403
80 9922 9922 17758
100 11880 12957 20134
150 18480 20401 33584
200 23980 29975 56644
250 30580 38225 84135
300 56980 70965 136471
350 78980 98725 399358
400 100980 126225 406201
Supply & Delivery of Tamper Proof DI Flanged Single Chamber Air Release Valves with
body & cover made of Ductile Iron Grade GGG-40/SG-400/15 or GGG-50/SG-500/7 or
Equivalent as per IS1865, IS:3896-2 with Food Grade Epoxy Powder Coating(EP-P)
(Min:250 Micron) inside and Outside of Color Blue RAL 5005. All internal parts such as
2
Float, shell, Cove Bolts etc. made of Austenitic alloy steel of SS AISI 304/316 and DN 50
float of and other components with ABS/PTFE/EPDM/NBR and generally conforming to
DIN/BIS/AWWA standards (or) combination Flange drilling as per IS - 1538 and exclusive
of all taxes and transportation.
PN 1.0 PN 1.6
DIA. IN MM PN 2.5 (MPa)
(MPa) (MPa)
25 4180 5225
40 7480 9350 53890
50 10780 13475 45806
80 18480 23100 47492
100 23980 29975 63764
150 45980 57475 77145
200 66538 66538 85984
300 108680 119790
83
Manufacture, Supply and delivery of DI D/F Tilting disc Swing Check Valves Slanted seated
with maximum swing of 59 degree with metallic, corrosion proof and wear resistant seat
faces, Body and Disc of ductile cast iron GGG-40/SG-400/15 or GGG-50/SG-500/7 or
Equivalent as per IS1865, IS:3896-2 Shafts of stainless steel, shaft bearing of zinc free
3 bronze and Integral body seat face & disc face with nickel-chromium overlay welding and
micro finished. All the inside and outside of the body is to be coated with double coating of
food grade epoxy liquid lacquer (EP-F) with minimum thickness of 150 microns, color: RAL
5005 Blue face to face dimensions according to EN 558-1/14/DIN 3202-F4, Flange
dimensions according to EN1092-2/IS 1538
PN 1.0 PN 1.6
DIA. IN MM PN 2.5 (MPa)
(MPa) (MPa)
a) Without By-Pass
80 11880 14850 23760
100 16280 20350 32560
150 21780 27225 43560
200 27280 34100 54560
250 39380 49225 78760
300 56980 71225 113960
b) With By-Pass
350 67980 84975 135960
400 104280 130350 208560
450 149380 186725 298760
500 206580 258225 413160
550 303380 377520 606760
600 369380 461725 738760
650 438680 548350 877360
700 548680 685850 1097360
750 850850 935935
800 1100000 1210000
Manufacture, Supply and delivery of DI D/F Butterfly Valves, Body and disc of Ductile Iron
of grade GGG-40/SG-400/15 or GGG-50/SG-500/7 or Equivalent as per IS1865, IS:3896-2
Double eccentrically designed Disc., with renewable soft seal on the disc and Integral Body
seat face of nickel-chromium overlay welding (Fusion Bonded) micro finished, 100 % leak
tight in both directions, Medium free bearings and with minimum thickness of 250 microns
4
Fusion bonded food grade epoxy coating and 1200mm dia. and above food grade liquid
Epoxy coating of minimum 150 microns applied on both body and disc inside and outside.
Face to face dimensions as per EN558-1/IS 13095 body or IS: 13095 long body design
standard as per EN 593/IS 5163 Flange drilling as per EN 1092-2/ IS 1538 the Valve should
be suitable for buried application.
PN 4.0
PN 1.0 PN 1.6 PN 2.5
DIA. IN MM (MPa)
(MPa) (MPa) (MPa)
150 19580 24475 39160 146478
200 27280 34100 54560 178108
250 38280 47850 76560 249581
300 47080 58850 94160 262068
84
350 65780 82225 131560 285236
400 87780 109725 175560 436082
450 98780 123475 197560 -
500 127380 159225 254760 538878
600 168080 210100 336160 590468
700 218680 273350 437360
800 279180 348975 558360
900 328680 410850 657360
1000 454080 567600 908160
1100 674080 842600 1348160
1200 784080 980100 1568160
1400 1098680 1373350 2197360
1600 1367080 1708850 2734160
1800 2116180 2645225 4232360
2000 2547380 3184225 5094760
2200 2838880 3548600 5677760
NOTE:-1) All the prices are ex-go down /ex-factory. Packaging and Transportation extra at 5% on
basic cost. The grade of DI & conformation to specifications shall be certified by a third party Quality
Control Agency approved by indenting authority at the cost of supplier.
31. S o R FOR SFRC MAN-HOLE FRAME WITH COVERS FOR THE YEAR 2019-20.
85
Manufacture as per BIS:12592 (Part 1&2) Supply & Delivery of manhole
covers and frames with ISI marking anywhere in A.P., F.O.R. destination
I including, loading, un-loading & stacking at site but excluding all taxes.
a) M.D. -10 with 500mm dia. Clear opening Each 1543.00

b) H.D.-20 with 500mm dia. Clear opening Each 1989.00
C) H.D.-10with 560mmdia. clear opening(New item) Each 1560.00
d) H.D.-20 with 560mm dia. Clear opening Each 2133.00
e) H.D.-35 with 560mm dia. Clear opening. Each 2286.00
f) 24x24 MD 10 Each 1682.00
g) 24x18 MD 10 Each 1548.00
h) 24x24 HD 20 Each 1890.00
i) 24x18 HD 20 Each 1927.00
j) Dividers 0.9 Mtr. Each 3957.00
Manufacture as per company’s standard

specification supply and delivery of encapsulated
plastic steps for man holes anywhere in A.P.
II including cost of materials packing as per Each 166.00
company’s standards, loading, transportation,
unloading and stacking at site of work etc,
complete but excluding all taxes.
32. S o R FOR CI and M.S. DISMANTLING JOINTS FOR THE YEAR 2019-20
86
Sl.No. Description Unit Rate
Manufacture, Supply and Delivery of C.I Dismantling Joints with both side flange end
1 suitable for installation in between flange end pipes. These rates are excluding all taxes.
Nominal Dia. In MM
50 Each 4826
80 Each 5282
100 Each 6900
125 Each 8800
150 Each 9777
200 Each 13864
250 Each 16504
300 Each 26409
Manufacture, Supply and Delivery of M.S. Dismantling Joints with both side flange end
2 suitable for installation in between flange end pipes. Thickness as per IS: 7322. These
rates are excluding all taxes.
Nominal Dia. In MM
350 Each 59,785
400 Each 68,507
450 Each 74,325
500 Each 88,959
600 Each 1,03,515
700 Each 1,15,161
750 Each 1,18,075
800 Each 1,41,365
900 Each 1,47,482
1000 Each 1,76,660
1100 Each 1,91,245
1200 Each 2,20,420
1300 Each 2,49,592
1400 Each 2,79,334
1600 Each 3,08,566
1800 Each 3,65,405
2000 Each 4,54,730
Conveyance of joints and accessories including loading at factory and 5% on basic
3
unloading, stacking at site of work. cost
33. OTHER ITEMS FOR THE YEAR 2019-20
87
Sl.
Description Unit Rate
No.
1 2 3 4
SUPPLY AND DELIVERY OF PIG LEAD 99.99
1 % PURE INCLUDING TAXES AND Per Kg 287
CONVEYANCE ETC., COMPLETE.
SUPPLY AND DELIVERY OF LEAD WOOL

2 BEST QUALITY INCLUDING TAXES AND Per Kg 168
SUPPLY AND DELIVERY OF SPUN YARN OF

3 BEST QUALITY INCLUDING TAXES AND Per Kg 116
SUPPLY AND DELIVERY OF RUBBER

4 PACKING INCLUDING TAXES AND
a) 3 mm thick Per Kg 93
b) 6 mm thick Per Kg 93
SUPPLY AND DELIVERY OF BOLTS AND
NUTS WITH DOUBLE WASHERS INCLUDING
5 Per Kg 111
TAXES AND CONVEYANCE ETC., COMPLETE.
(1/2" TO 1")
34. S o R FOR TRENCH LESS TECHNOLOGY WITH PIPE JACKING METHOD FOR
THE YEAR 2019-20
88
Sl.
Description Unit Rate
No.
Railway crossing/Road crossing/Canal crossing by adopting trenchless technology tunneling
work through specialized pipe jacking method by erecting the equipment to true to the
alignment and gradient, by hydraulic pipe jacking technique complete including tunneling,
1 excavation in all types of soils including hard rock and construction of RCC chambers
suitable to casing pipe pits, and conveyance charges of machinery and other required
materials but excluding cost of encasing pipe, in co-ordination with the concerned authorities
as per approved drawings and directed by the Engineer-in –Charge.
800 mm dia. Rmt 26000
900 mm dia. Rmt 27300
1000 mm dia. Rmt 28600
1100 mm dia. Rmt 29900
1200 mm dia. Rmt 31200
1300 mm dia. Rmt 32500
1400mm dia. Rmt 35100
1500 mm dia. Rmt 39000
35.S o R FOR HOUSE SERVICE CONNECTIONSFOR THE YEAR 2019-20
89
Sl. Description Unit Rate
No.
1 House service connections (Compression Fittings)
Supply and Fixing of compression fittings shall comply with ISO 17885 2015, PN-16 rating
and manufactured from virgin resin of PE-80 having blue color. Raw material must be WRAS
approved as per BS 6920 for effect on water quality intended for human consumption.
Compression fittings should have moulded in SS 304 threaded insert outlet with thread
dimension confirming to IS 554/ISO 7. The cost shall include testing of all materials, labor all
taxes(central and state), inspection charges, transportation up to site, transit insurance, loading,
unloading, stacking and fixing etc, complete as specified and directed by the departmental
Engineer in charge.
Compression male/female threaded adaptor with SS Each 165
insert D20 mm X 1/2 "
insert D25 mm X 3/4 "
insert D32 mm X 1 "
Compression male/female threaded elbow with SS insert Each 176
D20 mm X 1/2 "
D25 mm X 3/4 "
D32 mm X 1 "
Double Compression elbow 20 mm 64 Each 72
Double Compression elbow 25 mm 79 Each 89
Double Compression elbow 32 mm Each 126
2 House service connections (Composite strap saddle for DI/CI pipes)
Supply and fixing of composite strap saddle shall be of wrap around design pN-16 rating. Body
shall be manufactured using virgin compounded PE 80/PE 100 polymer with stainless steel 304
grade stirrup plate mounted with PE straps (Engineering Plastic) with Nut bolt joint, sealing
between the saddle and mains shall be obtained by using an elastomer seal (Underneath
projection for self interlocking). The cost shall include testing of all materials, labor all taxes
(central and state), inspection charges, transportation up to site, transit insurance, loading,
unloading, stacking and fixing etc, complete as specified and directed by the departmental
Engineer in charge.
(Main pipe outer diameter in mm & tapping size in
inches)
100 x 1/2" Each 685
100 x 3/4" Each 709
100 x 1" Each 860
150 x 1/2" Each 979
150 x 3/4" Each 1018
150 x 1" Each 1162
200 x 1/2" Each 1034
200 x 3/4" Each 1139
200 x 1" Each 1185
3 House service connections (Regulating Brass ferrule)
90
The cost shall include testing of all materials, labor all taxes (central and state), inspection
charges, transportation up to site, transit insurance, loading, unloading, stacking and fixing etc,
complete as specified and directed by the departmental Engineer in charge.
1/2" Each 182

3/4" Each 300
1" Each 523
4 House service connections (PP Saddle)
(Main pipe outer diameter in mm & tapping size in
inches)
63x1/2" Each 800
63x3/4" Each 800
63x1" Each 800
75x1/2" Each 800
75x3/4" Each 800
75x1" Each 800
90x1/2" Each 800
90x3/4" Each 800
90x1" Each 800
110x1/2" Each 800
110x3/4" Each 800
110x1" Each 800
125x1/2" Each 800
125x3/4" Each 800
125x1" Each 800
140x1/2" Each 800
140x3/4" Each 800
140x1" Each 800
160x1/2" Each 800
160x3/4" Each 800
160x1" Each 800
180x1/2" Each 954
180x3/4" Each 954
180x1" Each 954
200x1/2" Each 954
200x3/4" Each 954
200x1" Each 954
5 Supply and Fixing of Meter Box / Valve box is
recommended to encompass & protect Water
meters/valves installed on drinking water supply pipes.
Meter Box manufacturers must have ISO 9001, ISO
14001 and ISO 18001 certification for their QMS, EMS
& OHSAS systems. Meter Box should be of two
components, comprising body and lid. Provision for
embossed marking on the lid as per customer
requirement, Nominal Size of box should be 8” X 12”
with Rectangular shape ,Minimum Dimensions: Length
91
355mm x height 180mm x width 270mm,Locking: with
Built in lock.
METER BOX 8X12 WITH BUILT IN LOCK, Each 450
Note: For Item No.35 (1 to 5). The above rates are including taxes of 18% GST. The same may
be deducted for obtaining basic rates.
92
GOVERNMENT OF ANDHRA PRADESH
BUILDINGSSoR: 2019-20
SCHEDULE OF RATES
FOR
BUILDINGS WORKS
FOR THE YEAR 2019-20
ALL ENGINEERING
DEPARTMENTS

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ROAD & BRIDGE WORKS

Sl. No. Description Page No.

A) CORPORATIONS & MUNICIPALITIES:

D) AGENCY / TRIBAL AREAS:

a) Cement concrete : 1.5 Women Mazdoor / Cum.

b) Masonry : 1.0 Woman Mazdoor/ Cum.

c) Plastering : 0.5 Woman Mazdoor/ 10 Sq.m

3.0 EXCAVATION OF TRIAL TRENCHES, TRIAL PITS AND EXCAVATION IN

I) EXCAVATION OF TRIAL TRENCHES, TRIAL PITS AND EXCAVATION

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

1) Up to 2 Metres depth … 25% extra

II) EXCAVATION IN RESTRICTED PLACES:-

I) Foundation of Buildings …. 75% extra

V) Excavation of field channels … 75% extra

VI) For narrow trenches not more than

VII) High berm cutting of not more than … 50% extra

5.0 Revetment and apron works:

I) Up to 6 m excavation: The S. S. R. of corresponding classification of

Packed --- Rs. 1.75 per Km/ MT

8.0 SEIGNIORAGE CHARGES:

Seigniorage charges for materials as fixed by the Government in G.O.Ms.No.100 (Industries

19 Wagon Drill Operator upto 7.5 T Day 532

42 20 Mason Spl. Grade for Mossaic and Polished Day 529

2) 25% extra over the corresponding labour rates in

3 b.ii For SS Revetment work 300 mm 1 cum 160.00 As per WR Dept.

17 NOTE: - For items 23(a), 23(b) and 27 add 1 cum 82.00

18 28.a Bond stones ( 600 x 200 x 200 mm ) each 47.60

19 b Chainage stones and Centre line stones each 47.60

26 b - do - 10mm size (SS 5) 1 cum 680.00 As per WR Dept.

27 c - do - 12mm size (SS 5) 1 cum 808.00 As per WR Dept.

29 e - do - 25mm size (SS 5) 1 cum 976.00 As per WR Dept.

30 f - do - 40mm size (SS 5) 1 cum 608.00 As per WR Dept.

31 g - do - 50mm size (SS 5) 1 cum 434.30

32 h - do - 60mm size (SS 5) 1 cum 399.05

33 i - do - 65mm size (SS 5) 1 cum 360.95

34 j - do - 75mm size (SS 5) 1 cum 289.50

35 k - do - 75 to 100mm size (SS 5) 1 cum 236.20

95 c Fine aggregate / Sand (screened) for 1 Cum 182 As per WR Dept.

96 37 Clay for puddle and masonry Items 38 (a) 1 Cum 38.00

(C) LIME AND CEMENT

99 C Grinding lime mortar or Surkhi mortar 1 Cum 95.25

III RATES OF WORKS

145 i) 20 mm dia meter 1 RM 97.00

149 B1 Screening sand and gravel 1 cum 10.50

150 B2 Screening chips and metal 1 cum 17.60

151 C Removing and refixing Hectometre or each 12.65

(S ) ROAD WORK ITEMS

( For a compact thickness )

168 Reflectionising glass beads of 2 mm Per Kg deleted

173 Binding Wire 1 Kg 55.00 As per WR Dept.

174 Jute rope Mtr 8.35

S o Rate for Remarks

7 Vibratory roller 8 Earth/Soil, GSB, Per Hour 2688.50 As per WR Dept.

9 Water tanker 8 Water transport Per Hour 937.00 As per WR Dept.

10 Water tanker 6 Water transport Per Hour 655.20

18 Emulsion Pressure Applying emulsion Per Hour 875.60

33 Transit mixer Transportation of Per Hour 2026.60 As per WR Dept.

40 Concrete paver Paving of concrete Per Hour 3247.20