Public Health Items: 1



Public Health Items: 1

Sl.
No.
Description Unit SoR for 2020-21
1 2 3 4
1 RATES OF LABOUR (SKILLED WORKMEN)  
  1.  Caulker Per Day As per Labor rates of  SoR
  2.  Plumber 1st Class Per Day
  3.  Plumber 2nd Class Per Day
  4.  Sewer Cleaner Per Day
  5.  Well Sinker Per Day
  6.  Pipe line Fitter 1st Class Per Day
  7.  Pipe line Fitter 2nd Class Per Day
  8.  Pump 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  the relevant items of Irrigation work items as per AP. Standard data
b. Earth   work   excavation   in   all types   soils   for   pipe   lines,   for drainage and water supply, where
the  depth  is  less  than  1.5  times the width. 
c. Earth   work   excavation   in   all types soils for open trenches,  for valve  pits,  inspection  chambers, etc. 
3.
a.
Excavation  of  pipe  line  trenches for  drainage  and  water supply in rock    requiring    blasting    with initial lead and lift including cost of  blasting  materials  where  the depth is   more than 1.5 times the width, in places where there is no
habitation.  
b. Excavation  of  pipe  line  trenches for  drainage  and  water supply in rock    requiring    blasting    with initial lead and lift including cost of  blasting  materials  where  the depth  is  less  than  1.5  times  the
width, in places where there is no habitation.  
c. Cutting    rock    for    pipe    line trenches  by  hammers,  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.  
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   as per AP. Standard data
b. A.C. Pipes & Specials Per Tonne
c. Stoneware pipes & Specials Per Tonne
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.  
a. C.I. Pipes/D.I. Pipes and fittings Per Tonne To follow   as per AP. Standard data
b. A.C. Pipes & Specials Per Tonne
c. Stoneware pipes & Specials Per Tonne    
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.  
a. C.I. Pipes/D.I. Pipes and fittings Per Tonne To follow   as per AP. Standard data
b. A.C. Pipes & Specials Per Tonne
c. P.V.C. Pipes and fittings Per Tonne
7 Loading  or  unloading  materials such as C.I. Pipes, DI pipes,  AC pipes  from  300  mm  to  600  mm
above  4  m  in  length  including stacking. 
To follow   as per AP. 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.
a.
Lowering  C.I.  /  D.I.    Pipes  (all classes)   and   specials   (fittings) with    s/s    ends    carefully    into trenches  and  laying  them true to alignment  and gradient  including all  sundries  but  excluding  cost and  conveyance  of  pipes   from source     of     supply     (Ref     to specifications.
BIS No.3114/1994) 
To follow   as per AP. Standard data
  Diameter of Pipe/Fittings in mm
:  
  80mm to 1000mm dia. Per Meter 
8.
b.
Lowering C.I. / D.I.  Pipes (all classes) and specials (fittings) with flanged ends carefully into trench and laying them true to alignment and gradient including all sundries but excluding cost and conveyance of pipes from source of supply. (Reference to specifications. BIS
No.3114/1994)  
  DIAMETER OF PIPE/Fittings in mm :   To follow   as per AP. Standard data
  80mm to 750mm dia. 
  800 Per Meter LAB-00587 624
  900 Per Meter LAB-00588 811
  1000 Per Meter LAB-00589 1054
  1100 Per Meter LAB-00590 1298
  1200 Per Meter LAB-00591 1543
9.
a.
Jointing CI /DI pipes & fittings with s/s ends including cost of pig lead, Spun yarn and sundries such as cost of fuel for melting lead, filling with water with lead up to 500m and testing to required pressure complete.
(Reference to specifications. BIS No.3114/94/12288:1997)  
  DIAMETER OF PIPE/Fittings in
mm : 
 To follow   as per AP. Standard data
  80mm to 800mm 
  900 Each Joint LAB-00592 16304
  1000 Each Joint LAB-00593 18215
  1100 Each Joint LAB-00594 20123
  1200 Each Joint LAB-00595 22033
9.
b.
Jointing C.I., D.I. pipes and fittings with rubber gasket (push- on-joint),excluding the cost of the gasket but including all sundries filling with water, with a water lead up to 500m and testing to required pressure, etc. complete
(Reference to specifications IS  
  3114/1994/12888/1997)   
To follow as per AP. Standard data
  Diameter of Pipe/Fittings in mm
  80mm to 1000mm dia. Each Joint
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 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 LAB-00596 6836
  900 Each Joint LAB-00597 8040
  1000 Each Joint LAB-00598 9259
  1100 Each Joint LAB-00599 10508
  1200 Each Joint LAB-00600 11802
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 LAB-00601 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   LAB-00602 377
  800   LAB-00603 453
  900   LAB-00604 543
  1000   LAB-00605 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. Standard data
  15mm to 150mm Per Meter
12-
b
Laying, jointing of PVC/HDPE pipes as per BIS No.7634 part- III/75 for PVC and BIS No.7634 part-II/75 for HDPE pipes including trench excavation and
refilling.  
  DIA in mm    
  50 Per Meter LAB-00606 38
  40 Per Meter LAB-00607 38
  32 Per Meter LAB-00608 38
  25 Per Meter LAB-00609 35
  20 Per Meter LAB-00610 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   as per AP. Standard data
  100mm to 450mm Per Meter
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   as per AP. Standard data
  63 to 315mm
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   LAB-00611 268
  450   LAB-00612 296
16 Lowering, keeping in position and fixing D.I. sluice valves (with cap / with hand wheel & Reflex valves) excluding cost of bolts, nuts, rubber insertion,
sluice valve and tail pieces  
  Dia. of Valve in mm.   To follow   as per AP. Standard data
  80mm to 600mm Each
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   as per A.P. Standard data
  40 Each
  50 Each LAB-00613 195
  65 Each LAB-00614 207
  80 Each LAB-00615 224
  100 Each LAB-00616 266
  125 Each LAB-00617 414
  150 Each LAB-00618 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 LAB-00619 184
  40 Each LAB-00620 208
  50(Double Air valves) Each LAB-00621 221
  65 Each LAB-00622 237
  80 Each LAB-00623 259
  100 Each LAB-00624 301
  125 Each LAB-00625 471
  150 Each LAB-00626 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.  
  100mm to 300mm Per Meter To follow   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    
  15mm to 50mm Per Meter To follow   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 LAB-00627 572
  700 Each cut LAB-00628 587
  750 Each cut LAB-00629 633
  800 Each cut LAB-00630 673
  900 Each cut LAB-00631 756
  1000 Each cut LAB-00632 840
  1100 Each cut LAB-00633 926
  1200 Each cut LAB-00634 1010
23 Cutting A.C. Pipes without water
in mains Dia. of pipes in mm.  
  Dia. of Pipes in mm    
  80 Each cut LAB-00635 37
  100 Each cut LAB-00636 37
  125 Each cut LAB-00637 37
  150 Each cut LAB-00638 37
  200 Each cut LAB-00639 39
  250 Each cut LAB-00640 64
  300 Each cut LAB-00641 64
  350 Each cut LAB-00642 79
  400 Each cut LAB-00643 87
  450 Each cut LAB-00644 108
  500 Each cut LAB-00645 120
  600 Each cut LAB-00646 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   as per AP. Standard data
  25 mm to 40mm Each Tapping
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 concrete up to 10 Sqm LAB-00647 794
  75 mm thick) including water bound macadam   
  b) Cutting open C.C. road
surface with concrete saw cutter and removal with Breaker
1 Cum LAB-00648 2424
  c) Cutting open water bound
macadam road including soiling
1 Cum LAB-00649 270
26 Bailing out water.(For PH item)  
  a) Bailing out water from the pipe line trenches with oil engine driven pump sets, including hire charges, fuel charges and wages for Driver and Helper up to 5HP capacity pumps. HP/Hour LAB-00650 To adopt the rate arrived for 5HP capacity pump based on the WR
department data.
  b) Bailing out water from the pipe line trenches with Electric Driven pump set including hire charges, current charges and wages for Driver and Helper up to 5HP capacity pumps. HP/Hour LAB-00651 To adopt the rate arrived for 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 HP hr rate(including contractors profit and overhead
charges of 13.615%
Per HP hr LAB-00652 Rs.10.24/-
  ii. Other expenses in terms of Mazdoor, pump operator and pipe laying and dismantling(including
contractors profit and overhead charges of 13.615%) per hr
Per hr LAB-00653 Rs.166.78/-
  Total hire charges of Electrically
driven dewatering pump per hour
Per hr = (10.24xhp capacity) +166.78
  B. Water lifting charges using Diesel driven pump      
  i. per hphr rate(including contractors profit and overhead
charges of 13.615%
Per hphr LAB-00655 Rs.25.51/-
  ii. Other expenses in terms of
Mazdoor, pump operator and
Per hr LAB-00656 Rs.201.55/-
  pipe laying and dismantling(including contractors profit and overhead
charges of 13.615%) per hr
     
  Total hire charges of Diesel
driven dewatering pump per hour
Per hr = (25.51xhp 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 Shoring area To follow   as per AP. Standard data
  b) Double staging from (2.5 m to
4.5 Mts.)
1 Sqm of Shoring area
28 Barricading, hoarding, lighting and watching etc., for water supply and sewerage works for
trenches.
1 RMT To follow   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 LAB-00658 13223
  b) 1 to 2 m deep under water. 10 Cum LAB-00659 18941
  c) 2 to 5 m deep under water. 10 Cum LAB-00660 28429
  d) Beyond 5 m deep under water
for every additional 1 m depth over item 'c'
10 Cum LAB-00661 5431
  NOTE:- The above rates do not include rock requiring blasting or
chiseling  
30 Laying and jointing perforated RCC pipes inclusive of bailing out water and jointing with cement fillets and all other incidental charges for infiltration gallery inclusive of bailing out water by pumping to keep the trench reasonably dry to facilitate the work excluding cost of
perforated pipes and collars.
Per Meter LAB-00662 41.20
  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
Meter below L W L.
One Sqm of Centering area    
  1) Slabs for thickness (150 mm
to 300 mm)
LAB-00663 4028
  2) Slabs for thickness above 300 mm LAB-00664 extra for every 50mm thickness increase
Rs.473/-
  3) Side walls curved surfaces.
(rate is for both sides centering)
LAB-00665 3044
  4) Side wall straight surfaces.
(rate is for both sides centering)
LAB-00666 2708
  5) Dome. LAB-00667 3300
  6) Roof Slab. LAB-00668 1846
  7) Column braces and beams LAB-00669 1359
  8) Circular braces, ring beams &
circular column.
  LAB-00670 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   as per AP. Standard data
  2) Beams & Lintels 1 Cum
  3) Sun shades 1 Sqm
  4-a) RCC vertical walls of plane surface (rate is for both sides
centering) including open drains
1 Sqm of centering area LAB-00671 1000/Sqm
  4-b) VCC vertical walls of plane
surface (rate is for both sides centering) including open drains
1 Sqm of centering area LAB-00672 980/ Sqm
  5) RCC vertical walls of circular faces (rate is for both sides
centering)
1 Sqm of centering area LAB-00673 1270/ Sqm
  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 reservoir. For
every 1m height or part thereof over the initial lift of 3 m
1 Cum LAB-00674 161
  b) Delifting the materials such as stones, concrete etc., for concrete below ground level for construction of masonry ground level reservoirs, construction of ground 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.
1 Cum LAB-00675 50
39
(a)
Extra allowance for isolated scattered works viz., valve pits / chambers, public fountains, meter pits and manholes,
delivery cistern etc., complete.
Each   30% extra over the cost of chamber.
(b) Repairs to the existing mains, interconnections, replacement of valves/specials etc., including the cutting, jointing, bailing out of
water, drying, earth work excavation etc., complete.
    100% extra over the cost of work
40 Removal of wet silt and sludge by manual means from sullage drains with aid of baskets and
vessels.
10 Cum LAB-00676 2734
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 data
  From 2 to 4 m below GL/m Per meter
  From 4 to 6 m below GL/m Per meter
  From 6 to 8 m below GL/m Per meter
  From 8 to 10 m below GL/m Per meter
42 Sinking in Hard strata other than rock  but  in  soils  like  limestone, gravel,      clay      under      water including,   pumping  dewatering,
hire    charges    for    mechanical equipment etc., complete.
  Observed Data
43 Rates for OHSRs/ELSRs including fixtures with a staging of 15 m, without Seismic
analysis.  
a 500 Kilo liters Per liter LAB-00677 19.11
b 1000 Kilo liters Per liter LAB-00678 15.88
c 1500 Kilo liters Per liter LAB-00679 14.31
d 2000 Kilo liters Per liter LAB-00680 12.46
e 2500 Kilo liters Per liter LAB-00681 11.68
  1) The above rates are arrived with base rate of Cement Rs.3672/- per MT (as per G.o.Ms.No.22 Dt:13-04-2020 of YSR NIRMAN) & Steel Rs 39000/- per MT(Fe 500) (BoCE rates for the month of February-2020) and as per sand rates finalized by the
BoCE’s & communicated vide Lr. No .ENC/IW/SE(P&M)/EE.1/DEE.2/AEE(K)/SoR 2019-20/VOL-4 Dt:25-10-2019.
  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 cement by Basic rate x {(Rc-3672)/3672 } 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-39000)/39000} 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 Inlet Pipe - 400mm dia.
Out let Pipe - 450mm dia. DI valves – 2 No’s
Over Flow pipe - 450m dia. Scour Pipe - 200mm dia.
  c) For above 1500 KL to 2500 Kl ELSRs Inlet Pipe - 400mm dia.
Out let Pipe - 500mm dia. DI valves    – 2 No’s
Over Flow pipe - 500m dia. Scour Pipe - 200mm dia.
  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 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 be provided. Septic tank for 5 users shall be
provided.
44 Rates for OHSRs/ELSRs including fixtures with a staging of 10 m without Seismic
analysis.
  Rs/liter
a Up to 10,000 Liters capacity Per liter LAB-00682 58.91
b 15,000 Liters capacity Per liter LAB-00683 44.00
c 20,000 Liters capacity Per liter LAB-00684 39.80
d 40,000   Liters capacity Per liter LAB-00685 33.74
e 60,000 Liters capacity Per liter LAB-00686 25.57
f 1,00,000 Liters capacity Per liter LAB-00687 23.59
g 2,00,000 Liters capacity Per liter LAB-00688 20.62
h 3,00,000 Liters capacity Per liter LAB-00689 19.40
i 4,00,000 Liters capacity Per liter LAB-00690 17.09
j 4,50,000 Liters capacity Per liter LAB-00691 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.3672/- per tonne for cement (as per G.o.Ms.No.22 Dt:13-04-2020 of YSR NIRMAN) and Rs.39000/- per tonne for steel(Fe
500) and as per sand rates finalized by the BoCE’s & communicated vide Lr. No
.ENC/IW/SE(P&M)/EE.1/DEE.2/AEE(K)/SoR 2019-20/VOL-4 Dt:25-10-2019.
  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-3672)/3672} 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-39000)/39000 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 rate of Rs.3672/- per MT (as per G.o.Ms.No.22
Dt:13-04-2020 of YSR NIRMAN) & Steel rate of 39000/(Fe 500)- approved by the BoCE for the month of February-2020.
  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.
  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 LAB-00692 4.64
  2)  5.0 MLD Per liter LAB-00693 3.78
  3) 10.0 MLD Per liter LAB-00694 3.41
  4)  20.0 MLD Per liter LAB-00695 2.74
  5)  30.00 MLD and above Per liter LAB-00696 2.38
  NOTE :-    
  a) For Intermediate Capacities proportional rates may be adopted
  b) The above rates are applicable with Cement @ rate of Rs.3672/- per MT (as per G.o.Ms.No.22 Dt:13-04-2020 of YSR NIRMAN) and Steel of Rs. 39000/MT.(Fe 500) and as per sand rates finalized by the BoCE’s & communicated vide Lr. No
.ENC/IW/SE(P&M)/EE.1/DEE.2/AEE(K)/SoR 2019-20/VOL-4 Dt:25-10-2019.
 
  c) The above rates shall be increased / decreased due to increase / decrease in the cost of cement by
Basic Rate x {(Rc-3672)/3672} 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-39000)/39000} 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
  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 rate of Rs.3672/- per MT (as per G.o.Ms.No.22 Dt:13-04-2020 of YSR NIRMAN) & Steel rate of 39000/- approved by the BoCE for
the month of February-2020.
  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
  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.
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.
  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 designators 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 equivalent 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 equivalent
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 equivalent  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 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 designators 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
1 Manufacture, Supply and Delivery of R.C.C. Plain ended pipes conforming to
B.I.S 458/2003,Ex -factory, excluding transportation and all taxes.
  Size Unit SoR  For     2020-21
      Code NP- 2
Class
Code NP - 3
Class
Code NP - 4
Class
  80 mm dia. Meter MAT- 05615 130        
  100 mm dia. Meter MAT- 05616 151        
  150 mm dia. Meter MAT- 05617 180        
  200 mm dia. Meter MAT- 05618 214        
  225 mm dia. Meter MAT- 05619 232        
  250 mm dia. Meter MAT- 05620 245        
  300 mm dia. Meter MAT- 05621 355 MAT- 05636 841 MAT- 05651 852
  350 mm dia. Meter MAT- 05622 441 MAT- 05637 998 MAT- 05652 1017
  400 mm dia. Meter MAT-
05623
510 MAT-
05638
1099 MAT-
05653
1125
  450 mm dia. Meter MAT- 05624 624 MAT- 05639 1264 MAT- 05654 1279
  500 mm dia. Meter MAT- 05625 681 MAT- 05640 1364 MAT- 05655 1576
  600 mm dia. Meter MAT- 05626 1013 MAT- 05641 2069 MAT- 05656 2443
  700 mm dia. Meter MAT- 05627 1291 MAT- 05642 2562 MAT- 05657 3273
  800 mm dia. Meter MAT- 05628 1582 MAT- 05643 3386 MAT- 05658 4256
  900 mm dia. Meter MAT-
05629
1999 MAT-
05644
4247 MAT-
05659
5315
  1000 mm dia. Meter MAT- 05630 2445 MAT- 05645 5195 MAT- 05660 7293
  1100 mm dia. Meter MAT- 05631 2876 MAT- 05646 6240 MAT- 05661 8444
  1200 mm dia. Meter MAT- 05632 3429 MAT- 05647 7347 MAT- 05662 9869
  1400 mm dia. Meter MAT- 05633 4698 MAT- 05648 9457 MAT- 05663 13600
  1600 mm dia. Meter MAT- 05634 5401 MAT- 05649 12262 MAT- 05664 16156
  1800 mm dia. Meter MAT- 05635 7116 MAT- 05650 16254 MAT- 05665 21645

The above rates of RCC Collars suitable to plain ended pipes are based on the following raw materials cost. Cement. Rs.4600/- per MT(Excluding all taxes and freight)

Steel (M.S. Rods) - Rs.40000/- 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. 40000/- , S2 = Cost of M S Rods (Rs. per MT Excluding all taxes and freight) at the time of preparation of estimate.

C1 = Rs4600/- 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
1 Manufacture, Supply and Delivery of R.C.C. Collars conforming to B.I.S. 458/2003 (rate per each collar) suitable for R.C.C. Plain ended pipes including transportation but
excluding all taxes.
  Size Unit SoR  For     2020-21
      Code NP - 2
Class
Code NP - 3
Class
Code NP - 4
Class
  80 mm    dia. Each MAT- 05666 41.00        
  100 mm  dia. Each MAT- 05667 41.00        
  150 mm dia. Each MAT- 05668 42.00        
  200 mm dia. Each MAT- 05669 59.00        
  225 mm dia. Each MAT- 05670 63.00        
  250 mm dia. Each MAT- 05671 69.00        
  300 mm dia. Each MAT-
05672
90.00 MAT-
05687
127.00 MAT-
05702
127.00
  350 mm dia. Each MAT- 05673 112.00 MAT- 05688 161.00 MAT- 05703 161.00
  400 mm dia. Each MAT- 05674 124.00 MAT- 05689 184.00 MAT- 05704 184.00
  450 mm dia. Each MAT- 05675 195.00 MAT- 05690 246.00 MAT- 05705 246.00
  500 mm dia. Each MAT- 05676 220.00 MAT- 05691 294.00 MAT- 05706 294.00
  600 mm dia. Each MAT-
05677
301.00 MAT-
05692
383.00 MAT-
05707
383.00
  700 mm dia. Each MAT- 05678 390.00 MAT- 05693 512.00 MAT- 05708 512.00
  800 mm dia. Each MAT- 05679 549.00 MAT- 05694 656.00 MAT- 05709 656.00
  900 mm dia. Each MAT- 05680 658.00 MAT- 05695 765.00 MAT- 05710 765.00
  1000 mm dia. Each MAT- 05681 770.00 MAT- 05696 954.00 MAT- 05711 954.00
  1100 mm dia. Each MAT- 05682 939.00 MAT- 05697 1210.00 MAT- 05712 1210.00
  1200 mm dia. Each MAT-
05683
1139.00 MAT-
05698
1514.00 MAT-
05713
1514.00
  1400 mm dia. Each MAT- 05684 1468.00 MAT- 05699 1917.00 MAT- 05714 1917.00
  1600 mm dia. Each MAT- 05685 1878.00 MAT- 05700 2451.00 MAT- 05715 2451.00
  1800 mm dia. Each MAT- 05686 1896.00 MAT- 05701 3152.00 MAT- 05716 3152.00

The above rates of RCC Collars suitable to plain ended pipes are based on the following raw materials cost. Cement.  Rs.4600/- per MT(Excluding all taxes and freight).

Steel (M.S. Rods) - Rs.40000/- 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.

Revised Cost =Cost as per the above table +R1+R2

R1= Variation (increase / decrease) in cost (Rs. per each)due to change in the cost of M.S. Rods =(S2-S1)/1000 X Ws.

R2= Variation (increase /decrease) in cost (Rs. per each) due to change in the cost of Cement = (C2-C1)/1000 X Wc.

S1 = Rs. 40000/- , S2 = Cost of M S Rods (Rs. per MT excluding all taxes and freight) at the time of preparation of estimate.

C1 = Rs.4600/-,

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.

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

Sl. No. Description
1 Manufacture, Supply and Delivery of R.C.C. Socket and Spigot pipes conforming to B.I.S. 458/2003 at ex-factory (rate per meter of effective length) Excluding transportation and all taxes.
  Size Unit SoR  For     2020-21
      Code NP - 2
Class
Code NP - 3
Class
Code NP - 4
Class
  80 mm dia. Meter MAT-
05717
164        
  100 mm dia. Meter MAT- 05718 186        
  150 mm dia. Meter MAT- 05719 217        
  200 mm dia. Meter MAT- 05720 267        
  225 mm dia. Meter MAT- 05721 289        
  250 mm dia. Meter MAT- 05722 308        
  300 mm dia. Meter MAT- 05723 434 MAT- 05738 1085 MAT- 05753 1146
  350 mm dia. Meter MAT- 05724 558 MAT- 05739 1341 MAT- 05754 1363
  400 mm dia. Meter MAT- 05725 613 MAT- 05740 1487 MAT- 05755 1510
  450 mm dia. Meter MAT- 05726 766 MAT- 05741 1640 MAT- 05756 1650
  500 mm dia. Meter MAT-
05727
882 MAT-
05742
1873 MAT-
05757
2033
  600 mm dia. Meter MAT- 05728 1238 MAT- 05743 2627 MAT- 05758 2650
  700 mm dia. Meter MAT- 05729 1603 MAT- 05744 3355 MAT- 05759 3436
  800 mm dia. Meter MAT- 05730 2061 MAT- 05745 4443 MAT- 05760 4468
  900 mm dia. Meter MAT- 05731 2612 MAT- 05746 5580 MAT- 05761 5640
  1000 mm dia. Meter MAT- 05732 3189 MAT- 05747 6265 MAT- 05762 6470
  1100 mm dia. Meter MAT-
05733
3709 MAT-
05748
7389 MAT-
05763
7644
  1200 mm dia. Meter MAT- 05734 4183 MAT- 05749 8722 MAT- 05764 8946
  1400 mm dia. Meter MAT- 05735 6013 MAT- 05750 11545 MAT- 05765 12682
  1600 mm dia. Meter MAT- 05736 7441 MAT- 05751 14984 MAT- 05766 15070
  1800 mm dia. Meter MAT- 05737 8258 MAT- 05752 19869 MAT- 05767 20208

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.4600/- per MT,(Excluding all taxes and freight).

Steel (M.S. Rods) – Rs.40000/- 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. 40000/- , S2 = Cost of M S Rods (Rs. per MT excluding all taxes and freight) at the time of preparation of estimate.

C1 = Rs. 4600/- , 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.

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

Sl.No. Description
1 Manufacture, Supply and Delivery of R.C.C. Socket and Spigot pipes conforming to B.I.S. 458/2003 Ex-factory (rate per meter of effective length) Excluding transportation and all taxes.
  Size Unit SoR  For 2020-21
      Code P1 -
Class
Code P2 -
Class
Code P3 -
Class
  80 mm dia. Meter MAT- 05768 220 MAT- 05786 246 MAT- 05802 281
  100 mm dia. Meter MAT-
05769
246 MAT-
05787
295 MAT-
05803
341
  150 mm dia. Meter MAT- 05770 341 MAT- 05788 439 MAT- 05804 541
  200 mm dia. Meter MAT- 05771 395 MAT- 05789 568 MAT- 05805 748
  225 mm dia. Meter MAT- 05772 445 MAT- 05790 644 MAT- 05806 831
  250 mm dia. Meter MAT- 05773 487 MAT- 05791 685 MAT- 05807 865
  300 mm dia. Meter MAT- 05774 653 MAT- 05792 982 MAT- 05808 1217
  350 mm dia. Meter MAT-
05775
813 MAT-
05793
1373 MAT-
05809
1765
  400 mm dia. Meter MAT- 05776 966 MAT- 05794 1825 MAT- 05810 2341
  450 mm dia. Meter MAT- 05777 1020 MAT- 05795 2162 MAT- 05811 2866
  500 mm dia. Meter MAT- 05778 1374 MAT- 05796 2330 MAT- 05812 3242
  600 mm dia. Meter MAT- 05779 1881 MAT- 05797 3479 MAT- 05813 4477
  700 mm dia. Meter MAT-
05780
2512 MAT-
05798
4557 MAT-
05814
5660
  800 mm dia. Meter MAT- 05781 3140 MAT- 05799 5371 MAT- 05815 6812
  900 mm dia. Meter MAT- 05782 3779 MAT- 05800 6286    
  1000 mm dia. Meter MAT- 05783 4798 MAT- 05801 7180    
  1100 mm dia. Meter MAT- 05784 5766        
  1200 mm dia. Meter MAT- 05785 6737        

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.4600/- per MT,(Excluding all taxes and freight).

Steel (M.S. Rods) - Rs.40000/- 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. 40000/-

S2 = Cost of M S Rods (Rs. per MT excluding all taxes and freight) at the time of preparation of estimate.

C1 = Rs. 4600/-, 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.

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

Sl.
No.
Description
1 Manufacture, Supply and Delivery of Rubber rings to suit R.C.C.Socket and Spigot pipes conforming to B.I.S 5382/ 1985  (rate per each rubber ring) including transportation but excluding all taxes. The Rubber Rings shall be
tested at the factory premises confirming to B.I.S. 5382/1985.
  Size Unit SoR  For     2020-21
      Code NP - 2
Class
Code NP - 3
Class
Code NP - 4
Class
  80 mm dia. Each MAT- 05816 26        
  100 mm dia. Each MAT- 05817 32        
  150 mm dia. Each MAT- 05818 57        
  200 mm dia. Each MAT- 05819 67        
  225 mm dia. Each MAT-
05820
73        
  250 mm dia. Each MAT- 05821 82        
  300 mm dia. Each MAT- 05822 100 MAT- 05837 129 MAT- 05852 129
  350 mm dia. Each MAT- 05823 116 MAT- 05838 154 MAT- 05853 154
  400 mm dia. Each MAT- 05824 128 MAT- 05839 175 MAT- 05854 175
  450 mm dia. Each MAT-
05825
145 MAT-
05840
198 MAT-
05855
198
  500 mm dia. Each MAT- 05826 189 MAT- 05841 227 MAT- 05856 227
  600 mm dia. Each MAT- 05827 248 MAT- 05842 329 MAT- 05857 329
  700 mm dia. Each MAT- 05828 248 MAT- 05843 394 MAT- 05858 394
  800 mm dia. Each MAT- 05829 428 MAT- 05844 478 MAT- 05859 478
  900 mm dia. Each MAT- 05830 536 MAT- 05845 646 MAT- 05860 646
  1000 mm dia. Each MAT-
05831
627 MAT-
05846
780 MAT-
05861
780
  1100 mm dia. Each MAT- 05832 754 MAT- 05847 999 MAT- 05862 999
  1200 mm dia. Each MAT- 05833 1208 MAT- 05848 1256 MAT- 05863 1256
  1400 mm dia. Each MAT- 05834 1328 MAT- 05849 1382 MAT- 05864 1382
  1600 mm dia. Each MAT- 05835 1654 MAT- 05850 1686 MAT- 05865 1686
  1800 mm dia. Each MAT-
05836
2060 MAT-
05851
2154 MAT-
05866
2154
2 Manufacture, Supply and Delivery of Rubber rings to suit R.C.C. Socket and Spigot pipes conforming to B.I.S 5382/ 1985  (rate per each rubber ring) including transportation but excluding  all taxes. The Rubber Rings shall be
tested at the factory premises confirming to B.I.S. 5382/1985.
  Size   Code P1-
Class
Code P2-
Class
Code P3-
Class
  80 mm dia. Each MAT-
05867
26 MAT-
05885
26 MAT-
05901
26
  100 mm dia. Each MAT- 05868 32 MAT- 05886 33 MAT- 05902 33
  150 mm dia. Each MAT- 05869 57 MAT- 05887 57 MAT- 05903 57
  200 mm dia. Each MAT- 05870 67 MAT- 05888 67 MAT- 05904 67
  225 mm dia. Each MAT- 05871 73 MAT- 05889 75 MAT- 05905 77
  250 mm dia. Each MAT- 05872 82 MAT- 05890 85 MAT- 05906 86
  300 mm dia. Each MAT- 05873 100 MAT- 05891 106 MAT- 05907 110
  350 mm dia. Each MAT- 05874 116 MAT- 05892 132 MAT- 05908 145
  400 mm dia. Each MAT- 05875 128 MAT- 05893 175 MAT- 05909 178
  450 mm dia. Each MAT- 05876 145 MAT- 05894 200 MAT- 05910 205
  500 mm dia. Each MAT- 05877 189 MAT- 05895 227 MAT- 05911 237
  600 mm dia. Each MAT- 05878 248 MAT- 05896 280 MAT- 05912 285
  700 mm dia. Each MAT- 05879 338 MAT- 05897 370 MAT- 05913 394
  800 mm dia. Each MAT- 05880 428 MAT- 05898 474 MAT- 05914 474
  900 mm dia. Each MAT- 05881 536 MAT- 05899 598    
  1000 mm dia. Each MAT- 05882 627 MAT- 05900 722    
  1100 mm dia. Each MAT-
05883
754        
  1200 mm dia. Each MAT- 05884 1208        

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

Sl.No. Description Rate up to 5 Kms Lead including Loading, unloading and
stacking
Rate for every additional 1 KM lead or part thereof. Rate up to 5 Kms Lead including Loading, unloading and stacking Rate for every additional 1 KM lead or part thereof.
1 Conveyance of R.C.C plain ended pipes on all weathered roads including
loading, unloading and stacking (per Meter) SoR  for  2020-21
    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

7.  S o R FOR CONVEYANCE OF R.C.C. S/S PIPES

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