01-Labour Rates



 PUBLIC HEALTH ITEMS

Sl.
No.
Description Unit Scheduled Rates for the
Year 2020-21
1 2 3 4
1 RATES OF LABOUR    
  1.  Caulkar Per Day As per Labour 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 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  upto  4  m  in  length
including stacking.
   
a. C.I. Pipes/D.I. Pipes and fittings Per Tonne To follow   as per Standard
b. A.C. Pipes & Specials Per Tonne
c. Stoneware pipes & Specials Per Tonne 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 upto 4 m in length including stacking.
   
a. C.I. Pipes/D.I. Pipes and fittings Per Tonne To follow   as per 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 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.
   
a. C.I. Pipes/D.I. Pipes and fittings Per Tonne To follow   as per Standard
data
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    hammalae    charges    if
prevailing.
   
8.
a.
Lowering C.I. / D.I.   Pipes (all classes) and specials (fittings) with s/s ends carefully into trenches and laying them true to alignment  and  gradient  including  all  sundries  but  excluding cost and  conveyance of pipes from  source  of supply (Ref  to
specifications. BIS No.3114/1994)
   
  Diameter of Pipe/Fittings in mm :    
  80mm to 1000mm dia Per Metre To follow   as per Standard
data
  1100mm dia Per Metre 1320
  1200mm dia Per Metre 1513
8.
b.
Lowering C.I. / D.I.   Pipes (all classes) and specials (fittings) with flanged ends carefully into trench and laying them true to alignment and gradient including all sundries but excluding cost   and   conveyance   of   pipes   from   source   of   supply.
(Reference to specifications. BIS No.3114/1994).
   
  Diameter of  Pipe/Fittings in mm :    
  80mm to 750mm dia   To follow   as
per Standard data
  800mm dia Per Metre 632
  900mm dia Per Metre 821
  1000mm dia Per Metre 1067
  1100mm dia Per Metre 1315
  1200mm dia Per Metre 1564
9.
a.
Jointing CI /DI pipes & fittings with S/S ends including cost of pig lead, Spun yarn and   sundries   such   as cost of   fuel for
melting  lead,  filling  with  water  with  lead  up  to  500m  and testing   to   required   pressure   complete.   (Reference   to
   
  specifications. BIS No.3114/94/12288:1997).    
  Diameter of  Pipe/Fittings in mm :    
  80mm to 800mm   To follow   as
per Standard data
  900mm dia Each Joint 14529
  1000mm dia Each Joint 16271
  1100mm dia Each Joint 17988
  1200mm dia Each Joint 19681
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)
   
  Diameter of  Pipe/Fittings in mm :    
  80mm to 1000mm dia Each Joint To follow   as
per Standard data
  1100mm dia Each Joint 1044
  1200mm dia Each Joint 1129
10 Jointing  CI/DI  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 Standard
data
  800mm dia Each Joint 5814
  900mm dia Each Joint 6899
  1000mm dia Each Joint 7987
  1100mm dia Each Joint 9099
  1200mm dia Each Joint 10243
11a Lowering the RCC plain ended pipes carefully into the trench laying them true to alignment and gradient, jointing RCC pipes with Cement joints including curing, the cost of jointing materials i.e., Cement Mortar (1:1.5), hemp yarn etc., and testing  including filling with water with a water
lead upto 500 metres as per BIS No.783/85.
   
  Dia in mm Per Metre  
  80 Per Metre 74
  100 Per Metre 100
  150 Per Metre 149
  200 Per Metre 199
  250 Per Metre 249
  300 Per Metre 305
  350 Per Metre 355
  400 Per Metre 405
  450 Per Metre 457
  500 Per Metre 507
  600 Per Metre 609
  700 Per Metre 710
  800 Per Metre 812
  900 Per Metre 912
  1000 Per Metre 1014
  1100 Per Metre 1116
  1200 Per Metre 1217
  1400 Per Metre 1420
  1600 Per Metre 1623
  1800 Per Metre 1826
11b Lowering  the  RCC  S/S  pipes  carefully  into  the  ready  made trenches laying them true to alignment and gradient, jointing with rubber rings and testing including filling with water lead upto 500 meters excluding cost of rubber rings as per BIS No.
783/1985.
   
  80mm to 600mm Per Metre To follow as per Standard
data
  700mm dia Per Metre 411
  800mm dia Per Metre 491
  900mm dia Per Metre 589
  1000mm dia Per Metre 705
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    
  15mm to 150mm Per Metre To follow   as per Standard
data
12b Lowering, Laying,  jointing of   PVC/HDPE/MDPE  pipes as  per BIS No.7634 part-III/75 for PVC and BIS No.7634 part-II/75 for HDPE   pipes   including   earth   work   excavation,   testing   to hydraulic test pressure including cost of water with a water lead  of  500m  etc.,  complete,  but  excluding  road  cutting
(BT/CC) charges., Complete.
   
  Dia (OD) in mm    
  20mm dia Per Metre 40
  25mm dia Per Metre 41
  32mm dia Per Metre 46
  40mm dia Per Metre 46
  50mm dia Per Metre 46
  (ii)   If the depth of excavation is more than 0.6 m separate
rates to be worked out. The above rates are excluding road cutting if any.
   
13 Lowering and laying in ready made trench true to alignment and  gradient,  jointing,  and  testing  of  Stone  ware  pipes including  cost  of  jointing  material  such  as  Cement  Mortar (1:1)  proportion      and  hemp  yarn  but  excluding  cost  and
conveyance  of  pipe.  (Reference  to  specifications  BIS  No. 6530/72)
   
  Dia of Pipes in mm .    
  100mm to 450mm Per Metre To follow   as
      per  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 ready made trenches true to alignment  and  gradient  including  all  sundries  but  excluding cost  &  conveyance  of  pipes  from  source  of  supply  and
jointing materials as per BIS No. 7634 - Part III - 1975.
   
  Dia of Pipes in mm .    
  63mm to 315mm Per Metre To follow   as per  Standard
data
15 Laying and jointing of HDPE pipes in ready made trench   by butt fusion welding as per IS:7634 – part-II/1975 as amended from time to time to the alignment and gradient and testing
the pipeline to the required pressure.
   
  Outer Dia of pipes in MM    
  63mm dia  OD Per Metre 42
  75mm dia  OD Per Metre 46
  90mm dia  OD Per Metre 52
  110mm dia  OD Per Metre 65
  125mm dia  OD Per Metre 78
  140mm dia  OD Per Metre 82
  160mm dia  OD Per Metre 88
  180mm dia  OD Per Metre 97
  200mm dia  OD Per Metre 106
  225mm dia  OD Per Metre 117
  250mm dia  OD Per Metre 124
  280mm dia  OD Per Metre 137
  315mm dia  OD Per Metre 212
  355mm dia  OD Per Metre 236
  400mm dia  OD Per Metre 263
  450mm dia  OD Per Metre 292
16 Lowering,  keeping  in  position  and  fixing  C.I.  sluice  valves (with cap / with hand wheel & Reflex valves) excluding cost
of bolts, nuts, rubber insertion, sluice valve and tail pieces
  To follow   as per  Standard data
  Dia of Valve in mm.  
  80mm to 600mm Each
17 Labour  charges  for  fixing  Air  valves  including  boring  the
mains and threading the bore fixing nipple etc., complete.
   
  Dia of Air valve in mm.    
  25mm dia Each To follow as per Standard
data
  40mm dia Each
  50mm dia Each 216
  80mm dia Each 232
18 Labour  charges  for  fixing  Kinetic  Air  Valves  with  isolating Sluice valves, Double Air valves/ Air Cushion valve excluding
cost  of  jointing  materials  such  as  bolts,  nuts  and  rubber insertions etc., complete.
   
  Dia of Air valve in mm.    
  80mm dia    (Double Air valves) Each 288
  100mm dia  (Double Air valves) Each 337
  125mm dia  (Double Air valves) Each 500
  150mm dia  (Double Air valves) Each 547
  200mm dia  (Double Air valves) Each 595
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 Metre To follow   as per 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 Metre To follow   as
per  Standard data
21 Removing old G.I. pipes and specials / fittings and cleaning, scraping the pipes, hoisting and keeping with in 50m lead but
excluding earth work excavation of trenches and refilling.
   
  Dia of Pipes in mm    
  15mm to 50mm Per Metre To follow   as
per  Standard data
22 Cutting C.I./ DI Pipes without water in mains.    
  Dia of Pipes in mm    
  80mm to 600mm Each cut To follow as per Standard
data
  700mm dia Each cut 635
  750mm dia Each cut 685
  800mm dia Each cut 728
  900mm dia Each cut 817
  1000mm dia Each cut 908
  1100mm dia Each cut 1002
  1200mm dia Each cut 1093
23 Cutting A.C. Pipes without water in mains.    
  Dia of Pipes in mm    
  80mm dia Each cut 38
  100mm dia Each cut 38
  125mm dia Each cut 38
  150mm dia Each cut 38
  200mm dia Each cut 40
  250mm dia Each cut 64
  300mm dia Each cut 64
  350mm dia Each cut 80
  400mm dia Each cut 88
  450mm dia Each cut 110
  500mm dia Each cut 123
  600mm dia Each cut 134
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 Standard
  25 mm to 40mm Each
Tapping
data
25 Cutting   road    surface   including    stacking   of    excavated
materials for pipe line trench work.
   
  a) Cutting B.T.Road surface 1 Cum 1094
  b) Cutting C.C.Road Surface 1 Cum 2277
  c) Cutting Water Bound Macadam/Wet Mix Macadam Road. 1 Cum 280
26 Bailing out water    
  a)  Bailing  out  water  from  the  pipe  line  trenches  with  oil
engine driven pumpsets, including hire charges, fuel charges and wages for Driver and Helper.
HP-Hour To follow as per I&CAD SoR
  b) Bailing out water from the pipe line trenches with Electric Driven  pumpset  including  hire  charges,  current  charges  and
wages for Driver and Helper.
HP-Hour
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 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  Standard
data
29 Excavation of trenches for infiltration galleries, syphon lines and  connecting  mains  in  all  soils  under  water  including  all leads, lifts, shoring, strutting, bailing out water and removal
of  shoring  and  strutting  materials,  after  completion  of  pipe line work.
   
  a) 0 to 1 m deep under water. 1 Cum 1351
  b) 1 to 2 m deep under water. 1 Cum 1935
  c) 2 to 5 m deep under water. 1 Cum 2905
  d)  Beyond  5  m  deep  under  water  for  every  additional  1  m
depth over item 'c'
1 Cum 555
  NOTE:- The above rates do not include rock requiring blasting
or chiselling.
   
30 Laying and jointing perforated RCC pipes inclusive of bailing out  water  and  jointing  with  Cement  fillets  and  all  other incidental charges for infiltration gallery inclusive of bailing out water by pumping to keep the trench reasonably dry to facilitate  the  work  excluding   cost  of  perforated  pipes  and
collars.
Per Metre 48
  per every 25 mm dia/mtr.    
31 Centring and scaffolding charges for RCC members including
all materials and labour charges for forming and dismantling.
   
a) for  R  C  C  Elevated  Service  Reservoir  of  staging  up  to  15
metre below L W L.
   
  1) Slabs for thickness (150 mm to 300 mm) One Sqm of Centering area 4151
  2) Slabs for thickness above 300 mm, extra for every 50 mm
thickness.
497
  3) Side walls curved surfaces including both sides of wall per
Sqm of member area.
3135
  4) Side wall straight surfaces  including both sides of wall per 2792
  Sqm of member area.    
  5) Top dome 1709
  6) Bottom Dome. 3400
  7) Roof Slab. 938
  8) Columns, braces and beams 1399
  9) Circular braces, ring beams & circular column. 1536
  10) Conical Slab 150 mm to 300 mm thickness 4348
  11) Conical Slab for above 300 mm thickness, extra for every
50mm thickness
551
  Note:- For RCC ELSR of staging above 15 m, the % increase in
these rates shall be  as follows.
   
above 15 m - up to18 m           ---  9%
above 18 m-up to 21m            ---  15%
above 21m- up to 24 m          ---   21%
above 24 m- up to 27m          ---   27%
above  27m                           ---   30%
b) For Ground level works/ Below the Ground level works :-    
  1) Slabs 1 Sqm To follow as per R&B SoR
  2) Beams & Lintels 1 Cum
  3) Sun shades 1 Sqm
  4) RCC vertical walls of plane surface including both sides of
wall per Sqm of member area
1 Sqm of centering area 1116
  5) RCC vertical walls of circular faces including both sides of
wall per Sqm of member area.
1420
  6) Dome 1562
  NOTE: The  above centering charges are applicable for water
retaining structures only.
   
c) Centering  and  scaffolding  charges  including  labour  charges for  errection  and  dismantling  of  shuttering  and  scaffolding for  CC  /RCC  side  walls  of  Culverts  /  Storm  water  drains
/Nalas (where sewage flows through them and not for normal
/ routine nature of drain works)
1 Sqm 288.71
32 Lift or delift of materials :    
  a)  Lifting  of  Cement  concrete   for  RCC  Elevated/Ground reservoir. For every 3m height or part thereof over the initial
lift of 3 m.  Rate/1 Cum.
1 Cum 170
  b) Delifting the materials such as stones, concrete  etc., for concrete below ground level for construction of ground level reservoirs, inspection wells, test wells and sump wells etc., for every 1 m depth or part thereof beyond the initial depth
of 4 meters from ground level.   Rate / 1 cum
1 Cum 51
33 Labour charges for fixing ventilating shafts complete with all accessories. Each To follow   as per Standard
data
34 Labour  charges  for  fixing  water  closets  including  fixing  of
foot rests (for all sizes).
Each Relevent Building SoR items
35 Labour  charges  for  fixing  of  flushing  cistern  including  fixing
of flush pipes, lead pipe, jointing etc., complete
Each
36 Labour charges for fixing wash hand basin including fixing of
inlet and waste pipe connections etc., complete
Each
37 Fixing  urinal  with  inlet  and  waste  pipe  connections  etc.,
complete.
Each
38 Refilling   the   trench   for   pipe   line   with   excavated   earth 10 Cum
  including watering and tamping etc., complete    
39(
a)
Extra allowance for isolated scattered works viz., valve pits, public  fountains,  meter  pits  and  manholes,  etc.,  complete
for maintenance works including cost of material.
Each 50% extra over the basic
cost of Work.
( 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, but excluding cost of pipes, valves and specials.
  150% extra over the basic cost of work
40 Removal of wet silt and sludge from sullage drains, with aid of baskets and vessels, etc with initial lift of 3 m and lead of
50 m.
1 Cum  
  Labour component   330
  Implements   36
41 Well sinking in sandy and other loose soils under water either by manual labour, divers, or dredgers,  weighting  the  top  of staining to assist sinking etc., including dewatering and other
incidental   charges   such   as   hire   charges   for   mechanical equipment etc.,
   
  Upto 2 m below GL/m Per metre To adopt as per Standard data
  From 2 to 4 m below GL/m Per metre
  From 4 to 6 m below GL/m Per metre
  From 6 to 8 m below GL/m Per metre
  From 8 to 10 m below GL/m Per metre
  Note:-Below  10  m  for  every  metre  depth  or  part    thereof add  Rs.250/-  per  m.  For  higher  dia,  observed  data  is  to  be
prepared and got approved.
   
42 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,   with seismic analysis Zone -II and excluding Seigniorage
charges.
   
a 500 Kilo litres Per litre 17.55
b 1000 Kilo litres Per litre 14.26
c 1500 Kilo litres Per litre 13.18
d 2000 Kilo litres Per litre 12.45
e 2500 Kilo litres Per litre 11.8
  1)  The  above  rates  are  arrived  with  base  rate  of  Cement Rs.5000/-   per   MT   &   Steel   for   Rs.40000/-   per   MT   (Fe- 500/500D/550D  from  Primary  Producers)  for  the  month  of
March-2020
   
  2) All concrete components shall be designed with minimum
of M30 Design Mix.
   
  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 2.5% on basic rate .
   
  b) For every  increase of 2.5 T/Sqm of SBC, the rate shall be    
  decreased by 1.0% on basic rate 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 rates
   
  5) For   staging   less than 15 m, the rate shall be decreased by  Rs.0.05  paise  on  basic  rate  per   litre  per  every     metre
decrease in staging.
   
  6)  For   staging  above  15  m,  the  rate  shall  be  increased  by
Rs.0.10  paise  on  basic  rate  per     litre  per  every  metre additional staging.
   
  7)  The  above  rates  shall  be  increased  /  decreased  due  to
increase/decrease in the cost of Cement by
   
Basic rate x (Rc-5000)/5000 x 0.069
  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-40000)/40000 x 0.135
  Rs  =  Rate  of  Steel  (Rs.  per  MT)  (Fe-500/500D/550D  from
Primary Producers) at the time of preparation of estimate.
   
  The   above   formula   applicable   only   for   preparation   of
estimate.  The  price  adjustment  shall  be  adopted  on  the actual consumption of Steel and Cement.
   
  9 a) Rate inclusive of three coats of epoxy paint Food Grade of  best  quality  to  inner  surface  of  the  Reservoir  including
roof.
   
  b)  Rate  inclusive  of    2  coats  of  weather  proof  emulsion painting  for  external  surfaces  over  one  coat  of  primer  of approved  make,  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 directions and drawings.
   
  10) The above rates adopted for   a wind pressure upto "250 kg/sq  m".  For  every  50  kg/sqm  decrease  in  wind  pressure,
the rate shall be decreased by 2.5%
   
  11.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.
  12. The ELSR/OHSR shall be designed with minimum of   two
rows of columns for capacities from 500 KL & upto 1000KL.
   
  13. The ELSR/OHSR shall be designed with minimum of  three
rows of columns for capacities above 1000KL.
   
  14) The basic rate is inclusive of following fixtures    
  i) Pipe connections & Specials with D.I materials    
  a) All pipe connections for Inlet, Out let (2 Nos), Over Flow,
Scour pipes shall be provided with D/F DI  material.
   
b) The Valves for above pipe connections also shall be of DI
material of PN 16
c) All specials such as Bends, Tees, Puddle pipes, Reducers,
Duckfoot Bends, Bell mouths etc,. shall be of DI material.
  II) The sizes of the verticals for ELSR/OHSR shall be:    
  a) For 500 KL to 750 KL ELSRs    
Inlet Pipe -Not less than 300mm dia.
  Out  let  Pipe  -Not  less  than  350mm  dia  and  DI  Valves  02
Nos
   
Over Flow pipe -Not less than 350m dia
Scour Pipe -Not less than 200mm dia
  b) For 800 KL to 1500 KLELSRs    
Inlet Pipe -Not less than 400mm dia.
Out  let  Pipe  -Not  less  than  450mm  dia  and  DI  Valves  02
Nos
Over Flow pipe -Not less than 450m dia
Scour Pipe -Not less than 200mm dia
  c) For above 1500 KL to 2500 KL ELSRs    
Inlet Pipe -Not less than 400mm dia.
Out  let  Pipe  -Not  less  than  500mm  dia  and  DI  Valves  02
Nos
Over Flow pipe -Not less than 500m dia
Scour Pipe - Not less than 200mm dia
  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 - 8Nos minimum.
   
  v) RCC Finial ventilator  with fly/bird  protection with Copper
or Stainless Steel 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  hand  railing  of  1.2  m  height  by  using Stainless Steel   pipe of grade 304, with top railing of 40mm dia pipe, middle railing of 25mm dia and verticals with 40mm
dia at an interval not more than 1.00m c/c.  – 1 No
   
  viii)The staircase shall be enclosed with brick masonry walls on three side and collapsible MS gate on front side up to 1st
brace level, to prevent unauthorized entry.
   
  ix)  Construction  of  R.C.C  valve    chambers  as  per  Standard Drawings  with  RCC  cover  slab  fixed  with  CI/DI  manhole Frame & Cover with lock and Key arrangement. The Mix shall not  be  less  than  VRCC  M  20  grade  with  150mm  thick  side walls,  150mm  thick  top  slab,  150mm  thick  base  slab  over
base course of 100mm thick (1:4:8) prop.
   
  x) Balcony of 1.00 m width at floor slab level / middle ring beam level by using Stainless Steel   pipe of grade 304 hand railing  up  to  1.20  m  height,  with  top  railing  of  40mm  dia pipe, middle railing of 25mm dia and verticals with 40mm dia
at an interval not more than 1.00m c/c.
   
  xi) Water Level Indicator of reputed make   – Digital type (1
No) and Conventional type (1 No)
   
  xii)   Lightning   Arrestor   with   all   its   accessories   complete
including earthing, with relevant IS Codes  - 1 No.
   
44 Rates  for  OHSRs/ELSRs  with  a  staging  of  12  m  for  Zone-II
Seismic  and excluding Seigniorage charges.
   
a Upto 10,000 Litres capacity Per litre 83.8
b 20,000 Litres capacity Per litre 49.83
c 40,000 Litres capacity Per litre 40.12
d 60,000   Litres capacity Per litre 28.59
e 1,00,000 Litres capacity Per litre 25.26
f 1,20,000 Litres capacity Per litre 22.08
g 1,50,000 Litres capacity Per litre 20.08
h 2,00,000 Litres capacity Per litre 18.93
i 2,50,000 Litres capacity Per litre 18.36
j 3,00,000 Litres capacity Per litre 17.77
k 4,00,000 Litres capacity Per litre 15.54
l 4,50,000 Litres capacity Per litre 13.85
  NOTE: -1) For intermediate ranges proportional rates may be
adopted. All  VRCC  minimum of M30 grade design mix.
   
  2)The above rates are applicable for Elevated Level Services Reservoirs  /  OHSRs    with  Raft  Foundation  and  a  rate  of Rs.5000/- per tonne for Cement and Rs.40000/- per tonne for
Steel.
   
  3) For every metre  of staging  less  than 12 m, the rate shall be  reduced  by   Rs.0.05  paise  per  litre  per  every  metre  of
difference in staging.
   
  4) For every metre  of staging above 12 m , the rate shall be
increase  by    Rs.0.10  paise  per  litre  per  every  metre  of additional in staging.
   
  5)The  above  rates  shall  be  increased  /  decreased  due  to
increase / decrease in the cost of Cement by
   
Basic Rate x (Rc-5000)/5000 x 0.069
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-40000)/40000 x 0.135
Rs  =  Rate  of  Steel  (Rs  per  MT)  (Fe-500/500D/550D  from
Primary Producers)at the time of preparation of estimate.
  The   above   formula   applicable   only   for   preparation   of estimate.  The  price  adjustment  shall  be  adopted  on  the
actual consumption of Steel and Cement.
   
  7) Rate inclusive of three coats of food grade epoxy paint to
inner surface of the reservoir including roof dome.
   
  8)  The  above  rates  be  adopted  for  estimate  purposes  for construction of ELSR for a finished work including 2 coats of weather  proof  emulsion  painting  for  external  surfaces  over one coat of primer of approved make, lettering, all required fixtures, pipes, bends, valves etc., for pipe connections but excluding    cost    of    pipes,    bends    and    valves    as    per
departmental designs and drawings.
   
  9) The above rates are applicable for wind pressures upto 250 kg / sq m. For decrease in wind pressure the rate has to be decreased by 2.5% per every 50 kg/sqm. If the ELSR / OHSR is to be  designed for seismic forces also, cost shall be  arrived
by working out detailed quantities based on the designs.
   
  10)   For   Tribal/Agency   area,   the   above   rates   shall   be
increased by 5%.
   
  11)If the ELSR is to be designed for seismic forces    
a) The above rates are applied upto Zone-II earth quake. b)
  for Zone-III earth quake the above rates are to be increased
by 15%.
   
  12) Fixtures include :    
  a) RCC or Aluminium ladder inside 0.60 m wide.    
  b)  spiral  staircase  on  the  outside  shall  be  provided  upto 200KL ELSR. Above 200KL ELSR Capacity dog legged staircase shall  be  provided  with  staircase  flight  width  of  1.0mts  and
landing  width  of  1.20m.  S.S  railing  to  stair  case  upto  1.2m height.
   
  c)  Lightning  arrestor,  including  conductor  and  earthing  etc
with relevant IS codes.
   
  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  Aluminium  and  Verticals  with HDPE  of  10kg/Sqcm  shall  be  provided  for  single  column
OHSRs only.
   
  h) The increase in staging shall be at 1.0mt interval.    
  i)The  railing  provided  to  the  gallery  and  stair  case  shall  be
with stainless Steel of grade 304 for a height of 1.20m.
   
  j)The dog  legged staircase shall be enclosed with brick/CRS wall on three sides and front side with PVC door of standard make  up  to  1st  brace  level  from  ground  level  to  prevent
unauthorized entry.
   
  k)  D.I  swan  neck  ventilators  shall  be  provided  in  top  dome
and slab-4Nos minimum.
   
  l)   The   above   rates   are   exclusive   of   all   inlet,   outlet connections,  valves  and  bolts  &  nuts  but  including  labour charges for hoisting, jointing with rubber insertion, nuts and bolts.  All  valves   near  inlet,  outlet  and  for  scour  of  ELSRs
shall be D.I valves.
   
45 Construction  of  Rapid  Gravity  Filtration  Plant  including  all Civil,  Mechanical  and  Electrical  works  using  sand  as  filter media,    duly  following    relevant  IS  codes  in  the  design  of
plant  components  including  trial  running  for  90  days  etc., complete and excluding Seigniorage charges.
   
  1)  2.0 Mld Per litre 4.73
  2)  5.0 Mld Per litre 3.78
  3) 10.0 Mld Per litre 3.25
  4)  20.0 Mld Per litre 2.78
  5)  30.00 mld and above. Per litre 2.45
  NOTE :-    
  a)  For  intermediate  capacities  proportional  rates  may  be
adopted
   
  b)  The  above  rates  are  applicable  with  Cement  @  rate  of Rs.5000/-MT  and  Steel  of  Rs.  40000/MT  (Fe-500/500D/550D
from Primary Producers)
   
  c)The  above  rates  shall  be  increased  /  decreased  due  to
increase / decrease in the cost of Cement by
   
Basic Rate x (Rc-5000)/5000 x 0.069
  Rc = Rate of Cement (Rs per MT) at the time of preparation
of estimate only
   
  d)The  above  rates  shall  be  increased  /  decreased  due  to
increase / decrease in the cost of Steel by
   
Basic Rate x  (Rs-40000)/40000 x 0.135
Rs  =  Rate  of  Steel  (Rs  per  MT)  (Fe-500/500D/550D  from
Primary Producers) at the time of preparation of estimate.
  The   above   formula   applicable   only   for   preparation   of estimate.  The  price  adjustment  shall  be  adopted  on  the
actual consumption of Steel and Cement.
   
  The  components  of  the  filtration  plant  will  include  the
following
   
  A) Civil Works    
(All works of VRCC minimum of M30 design mix)
  1) Stilling Chamber including Aeration cascade    
  2) Pre-Settling tank shall be provided for 30 MLD and above
capacities of WTP for a minimum of 1 hour capacity.
   
  3)Raw  water  channel  with  Stainless  Steel  Weir  of  SS304L
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 304L Grade Steel.
   
  5) Clariflocculator / Flocculation tanks with the components of  central  driven  circular  clarifier  with  scrapper  &    bridge arrangements  made  with Stainless Steel Grade 304 L   tubes
/angulars  for  durability  &  chemical  resistant  with  wheel arrangements etc,.
   
  6) Filter house, Chemical house, Alum store, Laboratory room
, Chlorination plant room, toilet etc. (All structures  shall be
provided  with  RCC  roof  only).Chemical  house  &  Chlorinator rooms are to be isolated.
   
  7) Wash water tank of suitable capacity shall be constructed
independently
   
  8) All the Doors and Windows shall be of UPVC. The entrance
door  shall be minimum size of 2.40 X 2.40 mts.
   
  9) All pipes and valves in Plant shall be  of D.I. materials. All the  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. material. The size of sludge disposal pipe shall be minimum of 450 mm
dia with D.I D/F pipe.
   
  10) The Pipe gallery way for Clear water/ Back wash water/
pipe   connections   shall   be   sufficiently   spaced   for   easy operation, maintenance and inspection .
   
  11)  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    
  12)  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.
   
  13)  Inspection  /  Path  ways  in  filter beds  :  Middle pathway:    
  Minimum of 1.50m,Side pathway: Minimum of 1.20m.    
  14)  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. Dadooing shall be provided upto 1.80mts from
floor level in chemical room and Chlorination room.
   
  15)  The  basement  of the  Filtration plant building    shall  be
minimum of 0.75m above the  existing nearby Road top level.
   
  16) Minimum   head room of 2.00m shall be provided , at the alum   mixing  chambers  in     alum  store  for  inspection   &
maintenance.
   
  17) 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)  High  efficient  Air  Blowers  of  standard  make  shall  be installed to the design requirement with low noise pollution , environmental pollution as per PCB guide lines & Testing of
blowers as per I.S norms at site.
   
  19) UPVC pipes shall be provided for water drain. Filter pipe
manifolds shall be assembled with HDPE pipes.
   
  20)  Alum  storage  capacity  shall  be  designed   for  minimum period  of  90  days.  Consumables  shall  be  provided  for  2115
Running Hours of WTP.
   
  21A) Chlorinator :  Vacuum type chlorinator shall be provided
with following specifications:
   
a)  Vacuum  operated  solution  feed  type   Vacuum  Regulator, Rotometer,  Rate  setting  Valve,  built-in  NRV,  Gas  Overflow
out let by manifolding to mount the system with the unit.
b)   The   unit   shall      consists   of   Ejector   with   necessary
accessories  such  as   Check  Valve,  Drain  Valve  and  Vacuum relief Valves - for control of chlorinator dosage.
c)  The  Accessories  and manifolds  shall  be chlorine  resistant and made of carbon Steel seamless   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 MWC
   
e) The water & solution carrying pipes shall be made of UPVC material  of  suitable  size  incl.  all  specials  such  as  Tee's  , Bends, couplings & NRVs and also Pressure Gauges of suitable
range.
f) Chlorine Gas detector with alarm indicator.
The installation includes  all necessary accessories, Civil and Mechanical  works,  manifold  header  installations,  injector fixing, connection with UPVC pipes, solution pipings, 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 may be of any reputed make or any make of
Metito/Toshocow-Jesco/Industrial devices.
  g) Life breathing operators.    
  h) Chlorine escape BA Set.    
  i) 2  to 10 MLD Plants - 1Kg/hr Chlorinator    
Rate .073 paisa on basic rate of WTP-for Post Chlorination
  ii) 10 MLD to 20 MLD Plants - 2 Kg/hr Chlorinator    
Rate .033 paisa on basic rate of WTP-for Post Chlorination
  iii) 20 MLD to 50 MLD Plants - 5 Kg/hr Chlorinator    
Rate .015 paisa on basic rate of WTP-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)  Clariflocculation  equipment  (with  stainless  Steel  blades) with   rotating   bridge   arrangement   etc.,   The   equipment
consists of following components
   
a) Flocculator Drive Mechanisms
These  will  consist  of  suitable  H.P  geared  electric  motor
mounted on M S Frame work on bridge platform.
b)  Flocculating  Mechanisms  and  raking  in  the  flocculation
compartment .
These  will  consist  of  vertical  shafts  and  arms,  paddles, guides, bearings  etc with stainless Steel bush bearing for the
shafts at the bottom.
c) Mechanism for raking in clarifier compartment.
  d) Revolving Bridge    
This  will  be  made  of  suitable  sections  with  torsion  proof fabrication  of  required  length  and  width  of  1.22  m.  The Bridge will have an outer travelling trolley. The walk way will be 1.22 m wide and shall have chequered plates. The web of the  bridge  structure  shall  perform  the  function  of  hand railing  on  both  the  sides  also.  The  scarping  plates  will  be fitted with the scrapper frame work with hinges and stainless Steel pins and will be fitted 12 mm thick rubber edging . The scrapers  will  be  so  adjusted  as  to  ensure  smooth  and  even
scarping of the floor.
e) Bridge Drive
The Bridge will be driven by an electrically operated geared
motor with suitable H.P.
  f) Bridge Drive Mechanisms    
This will consist of two nos. of Steel wheels driven by electric geared motor. The wheels will be fitted on the trolley with necessary bearings, pedestals etc . These wheels travel along
the periphery of the clariflocculator tank on rails.
g) Electrical Arrangements
These  will  consist  of  electrical  cables  PVC  insulated  with copper wires run from the main switch board provided in the chemical store and run under the tank and along the central column.  The  cable  will  be  connected  to  the  central  slip arrangements. The electric geared motors will be controlled from  the  control  panel  fitted  on  the  bridge  with  necessary weather proof housing cabinet with necessary cables, wires,
starters , switches  etc .
  5)  Stainless  Steel  wheel  shall  be    provided  for  the  bridge
clariflocculator.
   
  6)  Wash  water  tank  fittings  and  pumpsets  with  100%  stand
by.
   
  7)Air blower with motor 100% stand by and pipe connections.    
Air  Scouring  type  with  twin  lobe  rotary  having  required capacity   and   pressure   as   per   hydraulic   design   having
following components:
Blower, Base Frame for blower and motor, Foundation Bolts, Nuts and Washers, Slide Rail and Motor Bolts, V Belts, Pulley, Guard,  Suction  Silencer,  Discharge  Silencer,  Safety  Relief Valve    and    Non    Return    Valve    ,    Companion    Flange, Interconnection  Pipe,  Flexible  Bellow,  Safety  Valve  and  T Connection,  First  Fill  of  Lubricants,  Anti  vibration  Pads,
Acoustic Enclosure and Motor : CGL/KEC/ABB make.
  A) Materials of Construction :    
a) Housing : C.I IS 201 FG 260
b) Rotor Shaft : S G IRON
c) Shaft : EN 19 forged and heat treated
d) Timing  Gears : Cast Alloy Steel  (  20 microns)  forged  and
heat treated.
e) Pulley , Gear side , plates and covers : C.I IS 210 FG 260
f) V Belts : Reinforced rubber
g) Base plate : MS Enamel Painted
h) Belt Guard : MS Enamel Painted
i) Fasteners : As per IS 1363/ IS 1367
  8)Spares & Tools and the same shall be handed over after 2
years defect liability period.
   
  9)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  23.50  hours  per  day  testing  the  treated  water  for
efficient standards and maintenance of records and imparting training to staff.
   
  4)  Supply  of  6  -  Sets  of  completion  plans  and  maintenance
manual and brochures.
   
  5) All cables  shall be with of   copper material, Cable  ducts
shall be  covered with MS / Aluminium  chequered  plate.
   
  6) Yard lighting shall be provided at 6 locations with required
fixtures..
   
  D ) Equipment for Flow measurements    
  1)  Equipment  for Flow of  Conductivity, Turbidity,  Ph  value, Residual  Chlorine  with  recording   &  data  storage  facility
(Computer based) & Alarm by SMS or other methods.
   
  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.
   
  Hardware:    
  i)  Wall  mounted  Sensor  House  for  measuring  Raw  water  &
Clear water flow from Filter bed out lets with accessories.
   
  ii)Electrode Type: General type, Scraper type or replaceable type  Electrode  made  with  material    of    SS  external  Ultra
Touch Sensors  as per requirement.
   
  iii)Customised      Application   Requirement   :   Sensors   with Interface  logic  control  board  with  serial  interfaces,  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  LCD Display, Menu Driven Data for sending to Onsite Big Display, operated with   Battery Power of any reputed make or any equivalent
make.
   
 
  iv)Customised     Application  Requirement:     Power  Sensors Interface  logic  control  board  with  support  8  Power  Sensing tags, Central System Interfacing Communication, On - board
analog to Digit Convert Integrate Circuit of any reputed make or any equivalent make.
   
  v)Customised   Application Requirement:   Centralized System with  two  serial  interfaces,  3  Nos  of    Add-On  ports,  One external  DC  Power  Socket,  On  -  Board  Buffer,  On  -  Board Timer, On - Board RS485 Communication, On - Board  RS 232 Communication,  On  -  Board  GPRS/GSM  Module,  On  -  Board Voice  Chip,  On  -  Board  Power  Sensing  Module,  LCD  16c/2L, Filter  Bed  Wash  Precaution  Indication  with  Stop  Button, Memory  of    Data  Storage  for  30  Days,  Total  Bed  Rating, Reading display on LCD Display, Menu Driven, Menu Navigate Keypad,  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:
   
  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.
   
  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  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,.
   

*****