PUBLIC HEALTH



PUBLIC HEALTH ITEMS

Sl.
No.
Description Unit SoR for 2019-20
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
b. A.C. Pipes & Specials Per Tonne as per AP.
Standard
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. Up to 4 m in length including stacking.    
a. C.I. Pipes/D.I. Pipes and fittings Per Tonne To follow
b. A.C. Pipes & Specials Per Tonne as per AP.
Standard
c. Stoneware pipes & Specials Per Tonne
data
6 Loading or unloading materials such as C.I. Pipes, DI pipes, PVC pipes, AC pipes less than 300 mm dia., above 4 m in length including stacking.    
a. C.I. Pipes/D.I. Pipes and fittings Per Tonne To follow
b. A.C. Pipes & Specials Per Tonne as per AP.
Standard
c. P.V.C. Pipes and fittings Per Tonne
data
7 Loading  or  unloading  materials  such  as  C.I.  Pipes,  DI   To follow
pipes, AC pipes from 300 mm to 600 mm above 4 m in as per AP.
length including stacking. Standard
a. C.I. Pipes/D.I. Pipes and fittings Per Tonne 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 hummable charges if prevailing.    
8. Lowering  C.I.  /  D.I.    Pipes  (all  classes)  and  specials   To follow
a. (fittings) with s/s ends carefully into trenches and laying as per AP.
them true to alignment and gradient including all sundries Standard
but excluding cost and conveyance of pipes from source of data
supply (Ref to specifications. BIS No.3114/1994)
  Diameter of Pipe/Fittings in mm :    
  80mm to 1000mm dia. Per Meter  
  125 Each 471
  150 Each 516
19 Uprooting C.I. / DI Pipes by melting the lead, loosening the joints, scraping the pipes, hoisting and keeping within a lead of 10 m but excluding earth work excavation and refilling.    
  80mm to 600mm Per Meter To follow as per AP. Standard data
20 Uprooting of RCC pipes including breaking the collars, loosening the joint, separating the pipes, hoisting and keeping within a lead of 10 m but excluding earthwork    
  excavation and refilling.    
  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 572
  700 Each cut 587
  750 Each cut 633
  800 Each cut 673
  900 Each cut 756
  1000 Each cut 840
  1100 Each cut 926
  1200 Each cut 1010
23 Cutting A.C. Pipes without water in mains Dia. of pipes in mm.    
  Dia. of Pipes in mm    
  80 Each cut 37
  100 Each cut 37
  125 Each cut 37
  150 Each cut 37
  200 Each cut 39
  250 Each cut 64
  300 Each cut 64
  350 Each cut 79
  400 Each cut 87
  450 Each cut 108
  500 Each cut 120
  600 Each cut 132
24 Drilling and tapping CI/ DI / GI Main and fixing brass screw down ferrule and plug.    
  10 mm to 20mm Each Tapping To follow 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 75 mm thick) including water bound macadam 10 Sqm 794
  b) Cutting open C.C. road surface with concrete saw cutter and removal with Breaker 1 Cum 2424
  c) Cutting open water bound macadam road including soiling 1 Cum 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 64
  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 45
  c) For capacity of Pumps more than 5HP    
  A. Water lifting charges using Electrical driven pump    
  i. per hphr rate(including contractors profit and overhead charges of 13.615% Rs.10.24/- Per hphr
  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 Rs.166.78/- Per hr
  Total hire charges of Electrically driven dewatering pump per hour = (10.24xhp capacity)+166.78 Per hr
  B. Water lifting charges using Diesel driven pump    
  i. per hphr rate(including contractors profit and overhead charges of 13.615% Rs.25.51/- Per hphr
  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 Rs.201.55/- Per hr
  Total hire charges of Diesel driven dewatering pump per hour = (25.51xhp capacity)+201.55 Per hr
  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 13223
  b) 1 to 2 m deep under water. 10 Cum 18941
  c) 2 to 5 m deep under water. 10 Cum 28429
  d) Beyond 5 m deep under water for every additional 1 m depth over item 'c' 10 Cum 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 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) 4028
  2) Slabs for thickness above 300 mm extra for every 50mm thickness increase Rs.473/-
  3) Side walls curved surfaces. (rate is for both sides centering) 3044
  4) Side wall straight surfaces. (rate is for both sides centering) 2708
  5) Dome. 3300
  6) Roof Slab. 1846
  7) Column braces and beams 1359
  8) Circular braces, ring beams & circular column.   1491
  Note: - For RCC ELSR of staging above 15 m, the %    
increase in these rates shall be as follows.
15-18 m        ----  9%
18-21m         --- 15%
21-24 m          --- 21%
24 m -27m       --27%
above27m     --- 30%
  Note: The Centering charges for item No’s.3 & 4 are for both the faces of the respective numbers. The measurement of centering charges shall be in “Sqm” for one face only and the centering charges given are for two faces of centering.
b) For Ground level works :-    
  1) Slabs 1 Sqm To follow 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 1000/Sqm
  4-b) VCC vertical walls of plane surface (rate is for both sides centering) including open drains 1 Sqm of centering area 980/ Sqm
  5) RCC vertical walls of circular faces (rate is for both sides centering) 1 Sqm of centering area 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 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 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 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 19.11
b 1000 Kilo liters Per liter 15.88
c 1500 Kilo liters Per liter 14.31
d 2000 Kilo liters Per liter 12.46
e 2500 Kilo liters Per liter 11.68
  1) The above rates are arrived with base rate of Cement Rs.3900/- per MT & Steel Rs 43500/- per MT (Bo CE rates for the month of March 2018.)
  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-3900)/3900 } x 0.07Rc = Rate of Cement (Rs per MT) at the time of preparation of estimate.
  8) The above rates shall be increased / decreased due to increase/decrease in the cost of Steel by Basic rate x { (Rs-43500)/43500} x0.2
Rs = Rate of Steel (Rs per MT) at the time of preparation of estimate.
  9) a) Rate inclusive of three coats of epoxy paint Food Grade of best quality to inner surface of the Reservoir including roof.
  b)The rate  inclusive of 2 coats of weather proof emulsion painting for external surfaces, lettering, all required fixtures, Pipes, Pipe specials, valves of DI material, Valve chambers etc., for pipe connections including cost of pipes, specials and valves as per departmental designs and drawings.
  10) For tribal/Agency / Rural area, the above rates as arrived up to shall be increased by 10%.
  11) The above rates adopted for a wind pressure up to "250 kg/Sqm". For every 100 kg/Sqm decrease in wind pressure, the rate shall be decreased by 5%
  12)
a) The Basic rate is adopted by considering the design for Seismic forces for Zone- II only of seismic zones.
  (b) The basic rates shall be increased by  15 % for Zone-III of seismic zones.
  13-(a). The ELSR/OHSR shall be designed with minimum of two rows of columns for capacities above 500 KL & up to 1000KL.
  13-(b). The ELSR/OHSR shall be designed with minimum of three rows of columns for capacities above 1000KL.
  14. The shaft type staging with slip form can also be provided with proper approval from competent authority without any additional cost.
  15) The basic rate is inclusive of following Fixtures
  i) Pipe connections & Specials with D.I materials
  (a) All pipe connections for Inlet, Out let, Over Flow, Scour pipes shall be provided with D/F DI material.
(b) The Valves for above pipe connections also shall be of DI material of PN 16 duty confirming to the specification of SoR item No.28
(c) All specials such as Bends, Tees, Reducers, Duck foot Bends, Bell mouths etc,. Shall be of DI material.
  II) The sizes of the verticals for ELSR/OHSR shall be:
 

a) For 500 KL to 750 Kl ELSRs Inlet Pipe - 300mm dia.Out let Pipe - 350mm dia. DI valves – 2 No’

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 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 58.91
b 15,000 Liters capacity Per liter 44.00
c 20,000 Liters capacity Per liter 39.80
d 40,000  Liters capacity Per liter 33.74
e 60,000 Liters capacity Per liter 25.57
f 1,00,000 Liters capacity Per liter 23.59
g 2,00,000 Liters capacity Per liter 20.62
h 3,00,000 Liters capacity Per liter 19.40
i 4,00,000 Liters capacity Per liter 17.09
j 4,50,000 Liters capacity Per liter 14.77
  NOTE: -1). All concrete members shall be designed with M30 grade design mix.
  2) For intermediate ranges proportional rates may be adopted
  2) The above rates are applicable for Elevated Level Services Reservoirs / OHSRs with RAFT FOUNDATION and a rate of Rs.3900/- per tonne for cement and Rs.43500/- per tonne for steel.
  3) For every Meter  of staging  less than 10 m, the rate shall be reduced by Rs.0.05 paisa per liter per every Meter of difference in staging
  4) For every Meter  of staging above 10 m , the rate shall be increase by Rs.0.10 paisa per liter per every Meter of additional in staging
  5) The above rates shall be increased / decreased due to increase / decrease in the cost of cement by
Basic Rate x {(Rc-3900)/3900 } x 0.07
Rc = Rate of cement (Rs per Mt) at the time of preparation of estimate.
  6)The above rates shall be increased / decreased due to increase / decrease in the cost of steel by
Basic Rate x { (Rs-43500)/43500 x0.2
Rs = Rate of steel (Rs per Mt) at the time of preparation of estimate.
  7) Rate inclusive of three coats of epoxy paint Food Grade of best quality to inner surface of the Reservoir including roof.
  8) The above rates shall be adopted for estimate purposes for construction of ELSR for a finished work including 2 coats of whether proof emulsion painting for external surfaces, lettering, all required fixtures, pipes, bends, valves etc., for pipe connections but excluding cost of pipes, bends and valves as per departmental designs and drawings.
  9) The above rates are applicable for wind pressures up to 250 kg / Sq m .For decrease in wind pressure the rate has to be decreased by 5% per every 100kg/Sqm. If the ELSR / OHSR are to be designed for seismic forces also, cost shall be arrived by working out detailed quantities based on the designs.
  10) (a)For tribal/Agency / Rural area, the above rates as arrived up to shall be increased by 10%.
(b) An additional increase of 7.50% shall be allowed for OHSRs/ELSRs located in agency areas over the above rates for RWS Department works.
  11) If the ELSR is to be designed for seismic forces also, cost shall be arrived by working out detailed quantities based on the design & difference to be paid extra.
  12) If the ELSR is to be designed for seismic forces a) The above rates are applied up to Zone-II earth quake. b) For Zone-III earth quake the above rates are to be increased by 15
%.
  13) The rate is arrived with the Cement & Steel rates of Rs 3900/MT and 43500/- approved by the BoCE for the month of March 2018.
  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 4.64
  2)  5.0 MLD Per liter 3.78
  3) 10.0 MLD Per liter 3.41
  4)  20.0 MLD Per liter 2.74
  5)  30.00 MLD and above Per liter 2.38
  NOTE :-    
  a) For Intermediate Capacities proportional rates may be adopted
  b) The above rates are applicable with Cement @ rate of Rs.3900/-MT and Steel of Rs. 43500/MT.
  c) The above rates shall be increased / decreased due to increase / decrease in the cost of cement by
Basic Rate x {(Rc-3900)/3900 } x 0.07
Rc = Rate of cement (Rs per Mt) at the time of preparation of estimate
  d) The above rates shall be increased / decreased due to increase / decrease in the cost of steel by
Basic Rate x { (Rs-43500)/43500} x0.2
Rs = Rate of Steel (Rs per MT) at the time of preparation of estimate.
  e) For Rural areas an extra allowance of 10% shall be given on basic rate
  f) For components immersed in water Stain less Steel of Grade 304L shall be used. for other components 304 Grade steel shall be used.
  g) Lab testing equipment of reputed make and consumables for one year. The testing
  equipment for conducting all laboratory tests shall be installed & training shall be imparted to the Municipal staff.
  h) The rate is arrived with the Cement & Steel rates of               Rs 3900/MT and 43500/- approved by the BoCE for the month of March 2018.
  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 designatories about the variations/ deficiencies in the flow including  alerts for back wash requirements of filter beds, and recovery of data for the past 360 days. All the Digital Flow Meters & Pressure Gauges shall be provided of standard approved make. The equipment shall have the following specifications.
  Hardware:
  i) Wall mounted Sensor House for measuring Raw water & Clear water flow from Filter bed out lets with accessories consists of
  ii) Electrode Type: General type, Scraper type or replaceable type Electrode made with material of SS external Ultra Touch Sensors as per requirement.
  iii) Customized  Application Requirement : Sensors with Interface logic control board with serial interfaces, including accessories such as  Add-on port, external DC Power Socket, On - sensor Board Buffer,  Timer,  RS485 Communication,  Analog to Digital Sensing Sensor Circuit, 32 Sensors Sensing Tags,  Interval Power Supply System , LCD 16c/2L, Filter Bed Working Status Indication LED, Filter Bed Wash Indication Button and memory of Data Storage for 30Days ,  status of Filter Bed Level indicator, Rating, Reading  on LCB Display, Menu Driven Data for sending to Onsite Big Display, operated with Battery Power of any reputed make or any equalent make.
  iv) Customized Application Requirement:  Power Sensors Interface logic control board with support 8 Power Sensing tags, Central System Interfacing Communication, On - board analog to Digit Convert Integrate Circuit of any reputed make or any equalent make.
  v) Customized  Application Requirement:  Centralized System with two serial interfaces, 3 No’s of Add-On ports, One external DC Power Socket, On - Board Buffer, On - Board Timer, On - Board RS485 Communication, On - Board RS 232 Communication, On - Board GPRS/GSM Module, On - Board Voice Chip, On - Board Power Sensing Module, LCD 16c/2L, Filter Bed Wash Precaution Indication with Stop Button, Memory of Data Storage for 30 Days, Total Bed Rating, Reading display on LCD Display, Menu Driven, Menu Navigate Keypad, sending data to the  Web Server, Communication with GPRS , operated with Battery Power of any reputed make or any equalent make.
  Software:
  The software shall be designed with Web Domain with Data Base Server and Web Name as per the directions of the Departmental Authorities.
  The application of Software for Web design & Desktop shall meet the following requirements:
  i)Onsite Display: Letters with size of 1.5’ seven Segment LED Display with Interface for each Filter Bed, for Onsite Display, by displaying the Bed Levels, Ratings, Readings in 3 Columns, for each bed of the plant in successive rows and cumulative results at the bottom of the screen.
  ii) Off Site Display: Letters with size of 1.5’ seven Segment LED Display with Interface GPRS/GSM Modules Offsite Display, with Display of Bed Total Rating, Total Cumulative Reading as specified on On-site Display Features.
  The system shall have also the features of Onsite Bed Wash Voice Precautions for Bed Levels, Readings, Ratings, Bed Capacity Readings and Ratings and Bed Low Level Triggering, before & after Bed wash.
  The software shall also have the features of sending messages to the mobiles of the Departmental designatories indicating Bed Low Levels, Power Supply timings, Bed Wash timings and its status, Power Supply timings and its status Grid View Table, Motor Working time and its status Grid View Table, all trigger events and schedule information and including all Snap View Reports, all Daily, Monthly, Yearly Reports, all Power Working Reports, all Power Events Information etc,.

 1.  S o R FOR R.C.C.  PLAIN ENDED PIPES

Description
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    2019-20
    NP - 2 Class NP - 3 Class NP - 4 Class
80 mm dia. Meter 132    
100 mm dia. Meter 153    
150 mm dia. Meter 181    
200 mm dia. Meter 215    
225 mm dia. Meter 233    
250 mm dia. Meter 246    
300 mm dia. Meter 355 844 860
350 mm dia. Meter 442 993 1013
400 mm dia. Meter 511 1093 1120
450 mm dia. Meter 626 1258 1273
500 mm dia. Meter 684 1361 1579
600 mm dia. Meter 1013 2068 2463
700 mm dia. Meter 1293 2573 3318
800 mm dia. Meter 1592 3405 4325
900 mm dia. Meter 2019 4284 5405
1000 mm dia. Meter 2472 5227 7420
1100 mm dia. Meter 2896 6299 8609
1200 mm dia. Meter 3454 7427 10071
1400 mm dia. Meter 4739 9570 13917
1600 mm dia. Meter 5454 12453 16620
1800 mm dia. Meter 7182 16557 22329

 Note : All prices are ex-works.

The above rates of RCC Plain ended pipes are based on the following raw materials Cost Cement.  Rs.3900/- per MT (Excluding all taxes and freight).Steel (M.S. Rods) - Rs.45000/- per MT. (Excluding all taxes and freight).

The revised cost of RCC pipes due to increase / decrease in the cost of raw materials shall be as per the following formula.Revised Cost =Cost as per the above table +R1+R2

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

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

S1 = Rs. 45000/- , S2 = Cost of M S Rods (Rs. per MT Excluding all taxes and freight) at the time of preparation of estimate.

C1 = Rs3900/- C2 = Cost of Cement (Rs. per MT Excluding all taxes and freight) at the time of preparation of estimate.

Ws=Weight of MS Rods required (Kg.) per Meter of pipe as per IS:458/2003. Wc= Weight of Cement required (Kg.) per Meter of pipe.

2.  S o R FOR R.C.C. COLLARS

Description
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    2019-20
    NP - 2 Class NP - 3 Class NP - 4 Class
80 mm    dia. Each 41    
100 mm  dia. Each 42    
150 mm dia. Each 42    
200 mm dia. Each 59    
225 mm dia. Each 63    
250 mm dia. Each 69    
300 mm dia. Each 90 128 128
350 mm dia. Each 112 162 162
400 mm dia. Each 124 185 185
450 mm dia. Each 195 247 247
500 mm dia. Each 221 294 294
600 mm dia. Each 301 385 385
700 mm dia. Each 392 517 517
800 mm dia. Each 554 661 661
900 mm dia. Each 663 770 770
1000 mm dia. Each 774 961 961
1100 mm dia. Each 946 1221 1221
1200 mm dia. Each 1150 1528 1528
1400 mm dia. Each 1481 1936 1936
1600 mm dia. Each 1896 2479 2479
1800 mm dia. Each 1922 3193 3193

The above rates of RCC Collars suitable to plain ended pipes are based on the following raw

materials cost. Cement.  Rs.3900/- per MT(Excluding all taxes and freight). Steel (M.S. Rods) - Rs.45000/- per MT.(Excluding all taxes and freight).

The revised cost of RCC collars due to increase / decrease in the cost of raw materials shall be as per the following formula.

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. 45000/- , S2 = Cost of M S Rods (Rs. per MT excluding all taxes and freight) at the time of preparation of estimate.

C1 = Rs.3900/-,

C2 = Cost of Cement (Rs. per MT excluding all taxes and freight) at the time of preparation of estimate

Ws=Weight of MS Rods required (Kg.) per each collar. Wc= Weight of Cement required (Kg.) per each collar.

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

Description
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    2019-20
    NP - 2 Class NP - 3 Class NP - 4 Class
80 mm dia. Meter 166    
100 mm dia. Meter 188    
150 mm dia. Meter 218    
200 mm dia. Meter 267    
225 mm dia. Meter 289    
250 mm dia. Meter 308    
300 mm dia. Meter 433 1087 1153
350 mm dia. Meter 557 1332 1355
400 mm dia. Meter 613 1477 1501
450 mm dia. Meter 765 1629 1640
500 mm dia. Meter 883 1865 2031
600 mm dia. Meter 1235 2619 2663
700 mm dia. Meter 1601 3358 3473
800 mm dia. Meter 2066 4452 4526
900 mm dia. Meter 2627 5605 5718
1000 mm dia. Meter 3210 6282 5739
1100 mm dia. Meter 3720 7432 7792
1200 mm dia. Meter 4197 8783 9129
1400 mm dia. Meter 6040 11632 12974
1600 mm dia. Meter 7478 15146 15505
1800 mm dia. Meter 8304 20137 20857

 Note: All the prices are ex-works. The above rates of RCC S/S Non-Pressure pipes are base on the following raw materials cost.

Cement.  Rs.3900/- per MT,(Excluding all taxes and freight).

Steel (M.S. Rods) – Rs.45000/- per MT. (Excluding all taxes and freight).

The revised cost of RCC pipes due to increase / decrease in the cost of raw materials shall be as per the following formula.

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

R1= Variation (increase / decrease) in cost (Rs. per Meter) due to change in the cost of

M.S. Rods = (S2-S1)/1000 X Ws.

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

S1 = Rs. 45000/- , S2 = Cost of M S Rods (Rs. per MT excluding all taxes and freight) at the time of preparation of estimate.

C1 = Rs. 3900/- , C2 = Cost of Cement (Rs. per MT excluding all taxes and freight) at the time of preparation of estimate

Ws=Weight of MS Rods required (Kg.) per Meter of pipe as per IS: 458/2003. WC= Weight of Cement required (Kg.) per Meter of pipe.

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

Description
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    2019-20
    P1 - Class P2 - Class P3 - Class
80 mm dia. Meter 222 249 285
100 mm dia. Meter 248 299 346
150 mm dia. Meter 343 445 551
200 mm dia. Meter 397 573 757
225 mm dia. Meter 447 651 842
250 mm dia. Meter 490 693 879
300 mm dia. Meter 657 993 1236
350 mm dia. Meter 818 1387 1789
400 mm dia. Meter 973 1842 2372
450 mm dia. Meter 1029 2186 2907
500 mm dia. Meter 1386 2359 3293
600 mm dia. Meter 1898 3524 4556
700 mm dia. Meter 2540 4635 5762
800 mm dia. Meter 3175 5474 6937
900 mm dia. Meter 3823 6412  
1000 mm dia. Meter 4864 7328  
1100 mm dia. Meter 5851    
1200 mm dia. Meter 6821    

 Note: All the prices are ex-works.

The above rates of RCC S/S Pressure pipes are based on the following raw materials cost.

Cement.  Rs.3900/- per MT,(Excluding all taxes and freight).

Steel (M.S. Rods) - Rs.45000/- per MT. (Excluding all taxes and freight).

The revised cost of RCC pipes due to increase / decrease in the cost of raw materials shall beas per the following formula.

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

R1= Variation (increase / decrease) in cost (Rs. per Meter)due to change in the cost of M.S.

Rods = (S2-S1)/1000 X Ws.

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

S1 = Rs. 45000/-

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

C1 = Rs. 3900/-, C2 = Cost of Cement (Rs. per MT excluding all taxes and freight) at the time of preparation of estimate

Ws=Weight of MS Rods required (Kg) per Meter of pipe as per IS: 458 /2003.WC= Weight of Cement required (Kg) per Meter of pipe.

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    2019-20
      NP - 2 Class NP - 3 Class NP - 4 Class
  80 mm dia. Each 26    
  100 mm dia. Each 32    
  150 mm dia. Each 57    
  200 mm dia. Each 67    
  225 mm dia. Each 73    
  250 mm dia. Each 82    
  300 mm dia. Each 100 129 129
  350 mm dia. Each 116 154 154
  400 mm dia. Each 128 175 175
  450 mm dia. Each 145 198 198
  500 mm dia. Each 189 227 227
  600 mm dia. Each 248 329 329
  700 mm dia. Each 248 394 394
  800 mm dia. Each 428 478 478
  900 mm dia. Each 536 646 646
  1000 mm dia. Each 627 780 780
  1100 mm dia. Each 754 999 999
  1200 mm dia. Each 1208 1256 1256
  1400 mm dia. Each 1328 1382 1382
  1600 mm dia. Each 1654 1686 1686
  1800 mm dia. Each 2060 2154 2154
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   P1-Class P2-Class P3-Class
  80 mm dia. Each 26 26 26
  100 mm dia. Each 32 33 33
  150 mm dia. Each 57 57 57
  200 mm dia. Each 67 67 67
  225 mm dia. Each 73 75 77
  250 mm dia. Each 82 85 86
  300 mm dia. Each 100 106 110
  350 mm dia. Each 116 132 145
  400 mm dia. Each 128 175 178
  450 mm dia. Each 145 200 205
  500 mm dia. Each 189 227 237
  600 mm dia. Each 248 280 285
  700 mm dia. Each 338 370 394
  800 mm dia. Each 428 474 474
  900 mm dia. Each 536 598  
  1000 mm dia. Each 627 722  
  1100 mm dia. Each 754    
  1200 mm dia. Each 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  2019-20
    NP - 2 Class NP - 3 Class & NP - 4 Class
  80 mm dia. 3.81 0.17    
  100 mm dia. 5.07 0.17    
  150 mm dia. 7.61 0.32    
  200 mm dia. 10.14 0.32    
  225 mm dia. 11.41 0.51    
  250 mm dia. 12.68 0.51    
  300 mm dia. 17.76 0.68 49.45 1.36
  350 mm dia. 25.36 1.52 53.26 1.52
  400 mm dia. 27.90 1.69 63.40 2.02
  450 mm dia. 36.77 2.02 68.47 2.36
  500 mm dia. 39.31 2.36 74.81 2.36
  600 mm dia. 57.05 3.71 112.84 5.24
  700 mm dia. 72.27 5.24 125.52 6.08
  800 mm dia. 84.95 5.24 150.88 6.08
  900 mm dia. 97.62 5.24 197.79 11.48
  1000 mm dia. 144.54 10.80 238.36 11.48
  1100 mm dia. 158.48 10.80 258.65 12.49
  1200 mm dia. 180.04 11.48 289.08 12.49
  1400 mm dia. 216.81 11.48 393.05 13.00
  1600 mm dia. 251.05 11.48 471.65 13.00
  1800 mm dia. 289.08 11.48 628.87 18.24

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
  900 mm dia. 138.20 11.82 242.56 12.12
  1000 mm dia. 157.22 11.82 255.60 12.12
  1100 mm dia. 177.50 12.12 273.86 12.12
  1200 mm dia. 197.79 12.12 306.46 12.42
  1400 mm dia. 245.97 12.12 410.79 12.42
  1600 mm dia. 291.62 12.42 485.13 13.35
  1800 mm dia. 361.34 12.42 646.83 18.26
    P2 – Class   P3 – Class
  80 mm dia. 5.07 0.16 5.07 0.16
  100 mm dia. 5.07 0.30 5.07 0.30
  150 mm dia. 8.88 0.30 8.88 0.30
  200 mm dia. 11.41 0.61 15.21 1.38
  225 mm dia. 15.21 1.38 17.76 1.53
  250 mm dia. 16.48 1.53 21.55 1.69
  300 mm dia. 31.69 1.84 36.77 1.99
  350 mm dia. 39.31 2.14 50.72 2.31
  400 mm dia. 46.91 2.31 67.19 4.00
  450 mm dia. 59.59 3.84 83.69 4.00
  500 mm dia. 67.19 4.00 101.43 5.99
  600 mm dia. 88.76 4.00 147.07 7.67
  700 mm dia. 133.12 8.13 214.27 12.12
  800 mm dia. 176.24 11.51 273.86 12.12
  900 mm dia. 214.27 12.12    
  1000 mm dia. 263.72 12.42    

8.  S o R FOR A.C. PIPES

Sl.No Description
1 2
1 Manufacture, Supply of A.C. Pressure pipes (Mazza process)  as per BIS No: 1592/2003as amended from time to time duly marked with BIS mark, including cost of material, incidental handling, loading and packing charges , but exclusive of transportation, unloading, stacking at departmental stores, and  excluding  all taxes. The pipes shall be tested at factory premises confirming to IS Code 1592/2003.
  Size Unit SoR For    2019-20
        Class - 15 Class - 20 Class - 25
  80 mm dia. Rate/Meter   192 209 262
  100 mm dia. Rate/Meter   253 321 394
  125 mm dia. Rate/Meter   330 411 515
  150 mm dia. Rate/Meter   464 577 725
  200 mm dia. Rate/Meter   770 984 1249
  250 mm dia. Rate/Meter   978 1265 1583
  300 mm dia. Rate/Meter   1368 1778 2270
  350 mm dia. Rate/Meter   1667 2166 2729
  400 mm dia. Rate/Meter   2168 2832 3516
  450 mm dia. Rate/Meter   2568 3407 4266
  500 mm dia. Rate/Meter   3175 4168 5235
  600 mm dia. Rate/Meter   4512 5889 7505
  700 mm dia. Rate/Meter   5983 8115 10493
  750 mm dia. Rate/Meter   6817 9367 12008
  800 mm dia. Rate/Meter   7802 10613 13621
  850 mm dia. Rate/Meter   8750 11941 15338
  900 mm dia. Rate/Meter   9755 13338 17157
  1000 mm dia. Rate/Meter   12042 16377 21098
2 Lowering, laying and jointing of AC pressure pipes with AC couplings or CID joints complete with Rubber rings in readymade trenches true to alignment and gradient including filling with water lead up to 500 mts and testing to required pressure including all sundries but excluding cost of jointing materials and conveyance from source of supply as per BIS No. 6530/1972
  80 mm dia. Rate/Meter   51 51 51
  100 mm dia. Rate/Meter   74 74 74
  125 mm dia. Rate/Meter   81 81 81
  150 mm dia. Rate/Meter   97 97 97
  200 mm dia. Rate/Meter   128 128 128
  250 mm dia. Rate/Meter   153 153 153
  300 mm dia. Rate/Meter   188 188 188
  350 mm dia. Rate/Meter   318 318 318
  400 mm dia. Rate/Meter   480 480 480
  450 mm dia. Rate/Meter   583 583 583
  500 mm dia. Rate/Meter   740 740 740
  600 mm dia. Rate/Meter   796 796 796
  700 mm dia. Rate/Meter   888 888 888
  750 mm dia. Rate/Meter   988 988 988
  800 mm dia. Rate/Meter   1040 1040 1040
  850 mm dia. Rate/Meter   1110 1110 1110
  900 mm dia. Rate/Meter   1210 1210 1210
  1000 mm dia. Rate/Meter   1246 1246 1246
  1. The above rates of AC Pipes are based on the Cement cost of RS 3900/- per MT (Excluding all taxes and freight).
2. The above rates of AC pipes are based on the Fiber cost of Rs 78,500/- per M.T (Excluding all taxes &Freight)
For any Increase/ Decrease in the rate of cement, the price of AC pipe per Rmt shall be increased/decreased as under.
W x 0.85 x IC   Where W = Weight of pipe in Kg’s/Rmt IC = Increase/Decrease in cost of cement/Kg
For any increase/decrease in the rate of fiber, the price of AC pipe per Rmt shall be increased/Decreased as under :
W x 0.15 X IF   Where :  W=: Weight of pipe in Kg’s/Rmt IF = Increase /Decrease in cost of fiber/Kg
Note: 1) The Fiber rates are to be obtained from A.C. Pipe manufacturer of “Mazza” process.
2) The cement rate shall be communicated by the sub-committee of Board of Chief engineers.
  Transportation of AC pressure pipes at site of work anywhere in Andhra Pradesh on motor able roads for full truck loads including transit insurance, unloading, and stacking at site of work etc. Complete (AC Couplings and Rubber rings are to be supplied free of transportation charges). 5% on the basic cost of corresponding AC Pressure pipes.

9.S o R FOR A.C. COUPLINGS

Sl.
No.
Description
1 Manufacture, Supply of A.C Couplings suitable to A.C. Pressure pipes (Mazza process) as per BIS: 1592/2003  excluding cost of rubber  rings to suit AC pressure pipes including cost of material, incidental handling, packing, transportation and unloading at site transit risk, but excluding all taxes and testing of joints as per IS Code.
  Size Unit SoR For    2019-20
        Class - 15 Class - 20 Class – 25
  80 mm dia. Rate/Each   93 101 115
  100 mm dia. Rate/Each   121 130 156
  125 mm dia. Rate/Each   152 167 200
  150 mm dia. Rate/Each   177 221 273
  200 mm dia. Rate/Each   326 354 451
  250 mm dia. Rate/Each   380 478 609
  300 mm dia. Rate/Each   495 641 825
  350 mm dia. Rate/Each   643 830 1060
  400 mm dia. Rate/Each   990 1292 1658
  450 mm dia. Rate/Each   1185 1565 2010
  500 mm dia. Rate/Each   1415 1893 2418
  600 mm dia. Rate/Each   1729 2167 2770
  700 mm dia. Rate/Each   2290 3082 4008
  750 mm dia. Rate/Each   2583 3531 4559
  800 mm dia. Rate/Each   2930 3973 5142
  850 mm dia. Rate/Each   3265 4445 5763
  900 mm dia. Rate/Each   3612 4941 6414
  1000 mm dia. Rate/Each   4409 6007 7829

1. The above rates of AC Coupling are based on the Cement cost of RS 3900/- per MT (Excluding all taxes and freight).

2. The above rates of AC Coupling are based on the Fiber cost of Rs 78,500/- per M.T (excluding all taxes &Fright) For any Increase/ Decrease in the rate of cement, the price of AC Coupling per Each shall be increased/decreased as under.

W x 0.85 x IC  Where W = Weight of Coupling in Kgs/each IC = Increase/Decrease in cost of cement/kgFor any increase/decrease in the rate of fiber, the price of AC Coupling per each shall be increased/Decreased as under:

W x 0.15 X IF   Where: W= Weight of Coupling in Kgs/Each IF = Increase /Decrease in cost of fiber/kgThe Fiber rates are to be obtained from A.C. Pipe manufacturer of “Mazza” process.

10.S o R FOR RUBBER RINGS TO SUIT A.C. COUPLINGS 

Sl. No. Description
1 Schedule of rate for supply of Rubber rings manufactured as per BIS: 5382/1988 with BIS Mark embossed per each set suitable for A.C. Couplings including cost of material, incidental, handling, packing and transportation and unloading at site transit risk etc., but excluding all taxes. The Rubber Rings shall be tested at the factory premises confirming to
B.I.S 5382/1988
  Size Unit SoR for     2019-20
        Class - 15 Class - 20 Class - 25
  80 mm dia. Each Set   75 75 75
  100 mm dia. Each Set   91 91 91
  125 mm dia. Each Set   119 119 119
  150 mm dia. Each Set   150 150 150
  200 mm dia. Each Set   156 156 156
  250 mm dia. Each Set   180 180 180
  300 mm dia. Each Set   180 180 180
  350 mm dia. Each Set   205 205 205
  400 mm dia. Each Set   251 251 251
  450 mm dia. Each Set   294 294 294
  500 mm dia. Each Set   340 340 340
  600 mm dia. Each Set   385 385 385
  700 mm dia. Each Set   800 800 800
  750 mm dia. Each Set   831 831 831
  800 mm dia. Each Set   892 892 892
  850 mm dia. Each Set   994 994 994
  900 mm dia. Each Set   1045 1045 1045
  1000 mm dia. Each Set   1158 1158 1158

11. S o R FOR PRE-STRESSED (NON-CYLINDER) CONCRETE PIPES FOR THE YEAR 2019-20

Sl.No. Description
1 Manufacture, Supply, Delivery of Pre-stressed (Non-cylinder) concrete pipes conforming to IS 784/2001 ex-factory excluding transportation, taxes For the following Field/Site Test Pressures.
(The manufacture shall design the pipes as per the IS Code 784-2001)
  Size Unit SoR   for     2019-20.
      6 Kg/cm2 8 Kg/cm2 10 Kg/cm2 12 Kg/cm2 14 Kg/cm2 16 Kg/cm2
  350 MM DIA. Meter 2481 2489 2500 2513 2566 2658
  400 MM DIA. Meter 2661 2680 2711 2747 2799 2842
  450 MM DIA. Meter 2788 2811 2843 2900 2979 3045
  500 MM DIA. Meter 3026 3040 3065 3132 3200 3300
  600 MM DIA. Meter 3473 3499 3536 3651 3774 3891
  700 MM DIA. Meter 3951 4016 4143 4281 4417 4632
  800 MM DIA. Meter 4798 4934 5062 5253 5431 5787
  900 MM DIA. Meter 5518 5698 5869 6153 6394 6924
  1000 MM DIA. Meter 6519 6741 6973 7209 7462 8106
  1100 MM DIA. Meter 7342 7586 7872 8157 8456 9222
  1200 MM DIA. Meter 8254 8601 8919 9137 9575 10668
  1300 MM DIA. Meter 9410 9790 10171 10542 11639 12120
  1400 MM DIA. Meter 10947 11400 11845 12595 13441 14108
  1500 MM DIA. Meter 12401 12928 13427 14732 15236 17148
  1600 MM DIA. Meter 13977 14549 15119 16699 17290 19117
  1700 MM DIA. Meter 15075 15728 16382 18033 20063 20994
  1800 MM DIA. Meter 16678 17786 18791 20713 21665 23985
  1900 MM DIA. Meter 17830 18853 20565 21790 23753 26205
  2000 MM DIA. Meter 19593 20867 21995 24235 27402 28531
2 Cost of laying jointing, testing to  hydrostatic field test  pressure including cost of rubber rings, cost of transportation of water and emptying pipe line after completion of field testing etc.
  350 MM DIA. Meter 276 276 276 276 276 276
  400 MM DIA. Meter 298 298 298 298 298 298
  450 MM DIA. Meter 345 345 345 345 345 345
  500 MM DIA. Meter 366 366 366 366 366 366
  600 MM DIA. Meter 450 450 450 450 450 450
  700 MM DIA. Meter 529 529 529 529 529 529
  800 MM DIA. Meter 597 597 597 597 597 597
  900 MM DIA. Meter 655 655 655 655 655 655
  1000 MM IA Meter 757 757 757 757 757 757
  1100 MM IA Meter 849 849 849 849 849 849
  1200 MMDIA. Meter 942 942 942 942 942 942
  1300 MM DIA. Meter 1067 1067 1067 1067 1067 1067
  1400 MM DIA. Meter 1207 1207 1207 1207 1207 1207
  1500 MM DIA. Meter 1309 1309 1309 1309 1309 1309
  1600 MM DIA. Meter 1466 1466 1466 1466 1466 1466
  1700 MM DIA. Meter 1596 1596 1596 1596 1596 1596
  1800 MM DIA. Meter 1690 1690 1690 1690 1690 1690
  1900 MM DIA. Meter 1783 1783 1783 1783 1783 1783
  2000 MM DIA. Meter 1878 1878 1878 1878 1878 1878
3 Conveyance of pre-stressed (Non-cylinder) concrete pipes and accessories including  loading at factory,   un-loading at site and stacking for the following sizes.(minimum distance of 100 km to be considered if the distance is less by 100 km from factory to site)
  350 MM DIA. Per K.M/M 1.58 1.58 1.58 1.58 1.58 1.58
  400 MM DIA. Per K.M/M 1.58 1.58 1.58 1.58 1.58 1.58
  450 MM DIA. Per K.M/M 1.93 1.93 1.93 1.93 1.93 1.93
  500 MM DIA. Per K.M/M 2.06 2.06 2.06 2.06 2.06 2.06
  600 MM DIA. Per K.M/M 2.30 2.30 2.30 2.30 2.30 2.30
  700 MM DIA. Per K.M/M 3.75 3.75 3.75 3.75 3.75 3.75
  800 MM DIA. Per K.M/M 3.75 3.75 3.75 3.75 3.75 3.75

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