1

Making FLEXIBLE PAVEMENT from Trisulia- Banki Road (at Baanra Village) towards Chandaka reserved
forest in connection with the work “Construction of 130 MLD Water treatment plant and its Ancillary
structures for Improvement of water supply to Bhubaneswar City" on Engineering Procurement &
Construction (EPC contact including Operation & Maintenence for a period of five Years.

Items Nos L in Mt B in Mt H in Mt Quantity Unit Rate Amount

I. SITE CLEARANCE

1 Clearing and grubbing road land including uprooting trees rank vegetation,
grass, bushes, shrubs, saplings and girth up to 300 mm, removal of stumps of
trees cut earlier and disposal of unserviceable materials and stacking of
serviceable material to be used or auctioned, up to a lead of 1000 metres etc

1 x 975.00 x 8.00 7800.00 Sqm

7800.00 Sqm 8.27 64506.00

2 Loosening , levelling and compacting original ground supporting

embankment to facilate placement of first layer of embankment, scarified to a
depth of 150 mm,mixed with water at O.M.C. and then compacted by rolling
so as to achieve minimum dry density etc complete

1 x 975.00 x 8.000 x 0.150 = 1170.000 Cum

1170.000 Cum 36.01 42131.70

3 Excavation for roadwork in soil with hydraulic excavator of 0.9cum

bucket capacity including cutting and loading in tippers, trimming bottom and
side slopes, in accordance with requirements of lines, grades and cross
sections, and transporting to the embankment and as per MoRT&H
Specifications etc complete.
1 x 962.00 x 8.000 x 0.13 = 1000.480 Cum
= 1000.480 Cum 74.72 74755.87

4 Construction of granular Sub-base by providing Granular sub-base

Grading-VI material as per table 400-1 ,spreading in unifrom layers with
motor grader on prepared surface, mixing by mix in place method with
rotavator at OMC , and compacting with vibratory roller to achieve the desired
density complete as per Clause 401 of MoSRT&H Specifications for road &
Bridge works(5th. Revision) .
2 x 975.00 6.900 x 0.250 = 3363.75 Cum
3363.75 Cum 2008.80 6757101.00

5 Providing laying and compacting graded stone agregate to Wet Mix

Macadum specification including premixing the material with water at OMC
in mechanical mix plant,carriage of mixed material by tipper to site, laying in
uniform layer with paver in sub-base and base course on well prepared
surface and compacting with vibratory roller to achive desired density etc
complete as per the direction of Engineer-in-charge .
1 x 975.000 x 6.600 x 0.250 = 1608.75 Cum
1608.75 Cum 2654.06 4269719.03

6 Providing & applying Primer Coat with Bitumen Emulsion on prepared

Surface of Granular Base including clearing of road surface & applying primer
at the rate of 0.60 Kg/Sqm using Mechanical means .( Output = 3500 Sqm)

1X 975.00 X 6.300 = 6142.500 Sqm

6142.50 Sqm 36.56 224569.80

7 Providing and applying tack coat with bitumen using Pressure distributor @
0.20kg/sqm on the prepared surface cleaned with mechanical brooms as per
clause 503 of MOSRT & H Specifications for Road & Bridge works
(5th.Revision)
1x 975.000 X 6.300 = 6142.500 Sqm
6142.50 Sqm 13.08 80343.90

1
 2

Items Nos L in Mt B in Mt H in Mt Quantity Unit Rate Amount

8 Providing and laying bituminous macadam with100-120 TPH hot mix plant
producing an average output of 75 tonnes per hour using crushed aggregates
of specified grading, premixed with bituminous binder of 60/70 penetration
grade of bitumen, transporting the hot mix to work site, laying with a
hydrostatic paver finisher with sensor control to the required grade, level and
alignment, rolling with smooth wheeled, vibratory and tandem rollers to
achieve the desired compaction as per Clause 507 of MoSRT&H Specifications
for Road & Bridge works (5th. Revision)
1 x 975.000 x 6.30 x 0.050 = 307.125 Cum
307.13 Cum 8083.64 2482728.35

9 Providing and laying semi dense bituminous concrete with100-120 TPH batch
type HPM producing an average output of 75 tonnes per hour using crushed
aggregates of specified grading, premixed with bituminous binder @4.5 to 5
percent of mix and filler.

1 x 975.00 x 6.30 x 0.025 = 153.560 Cum

153.56 Cum 10249.14 1573857.94

10 Providing and laying granular sub-base with moorum satisfying P.I.value

within 6 in layers not exceeding 22.5Cm watering and compacting to the
required density at O.M.C condition by PRR with cost
,conveyance,royalities,taxes etc
2 x 975.00 x 1.00 x 0.100 = 195.000 Cum
195.00 Cum 963.30 187843.50

11 Earth work in embankment with approved materials obtained from borrow

pits with all leads and lifts transporting to site,spreading, grading to required
slope and compacting at OMC by Vibratory Roller to meet the requirement of
Table-300.2 as per Clause 305 of MoRT&H Specifications dfor Road & Bridge
works(5th. Revision) complet including cost, conveyance, Royalities, Taxes of
all materials,all labours,hire and running charges of all machineries, T&P ,
sundries etc. complete as per spcification and direction of Engineer-in-Charge.

Volume of Earth as per Software Calculation Sheet =

1x 975.00 x 8.00 x 1.20 = 9360.00
Add Excavated Earth As per item no-3 1000.48
Total= 10360.48
Deductions
(a GSB Graded -VI Sub-base = (-) 3363.75
(b) WMM = (-) 1608.75
(c) BM = (-) 307.13
(d) SDBC = (-) 153.56
(e) Moorum Sub-base in Berms = (-) 195.00
(-) 5628.19
Say 4732.29 Cum 203.67 963825.50

12 Providing and laying of hot applied thermoplastic compound 2.5 mm

thick including reflectorising glass beads @ 250 gms per sqm area, thickness
of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The
finished surface to be level, uniform and free from streaks and holes.

2 x 975.00 x 0.15 x 1 = 292.50 Sqm

breaker sign 2 x 6.00 x 0.15 x 1 = 1.80 Sqm
at junction, School 1 x 12.50 x 8.00 x 1 = 100.00 Sqm
394.30 Sqm 278.63 109863.81

13 Providing and fixing of 90cm equilateral triangle size retro- reflectorised.

cautionary. mandatory and informatory sign as per IRC-67 made of high
intensity grade sheeting vide clause 801.3. .fixed over aluminium sheeting.
1.5mm thick supported on mild steel angle post 75m x 75mm x 6émm firmly
fixed to the ground by means of properly designed foundation with M-15
grade cement concrete 43cm x 45cm x 60cm, 60cm below ground level as
per approved drawing.
Curve portion 1 = 1.00 No
1.00 No 5728.18 5728.18
2
 3

Items Nos L in Mt B in Mt H in Mt Quantity Unit Rate Amount

14 Providing and fixing of direction and place Identification Signs more than 0.9
sqm. Size board retro-reflectorised, cautionary, mandatory and informatory
sign as per IRC-67 made of high intensity grade sheeting vide clause 801.3
,fixed over aluminjum sheeting. 1.5mm thick supported on mild steel angle
post 75m x 75mm x 6mm firmly fixed to the ground by means of properly
designed foundation with M-15 grade cement concrete 45cm X 45cm x
60cm, 60cm below ground level as per approved drawing .

2 x 1.80 x 1.20 = 4.32 Sqm

4.32 Sqm 13076.72 56491.43

Total Rs 16786828.31

Assistant Manager Manager General Manager

WATCO Section Risingmain WATCO Sub-Division, WATCO, Division-I,
(Bharatpur), BBSR Mundali, BBSR BBSR

3
Making FLEXIBLE PAVEMENT from Trisulia- Banki Road (at Baanra Village) towards Chandaka reserved forest in connection with the work “Construction of 130 MLD
Water treatment plant and its Ancillary structures for Improvement of water supply to Bhubaneswar City" on Engineering Procurement & Construction (EPC contact
including Operation & Maintenence for a period of five Years.
LEAD STATEMENT FROM QUARRY TO WORK SITE

EMF (5% Carriage

Sl Lead in Cost of DMF (10% Add.Charg Rayalities Cost of Total
Name of the materials Name of Quarry Royality of +Royality(5 Unit
No km carriage of Royality) es (7+8+9) materials (11+12)
Royality) +10)

1 2 3 4 5 6 7 8 9 10 11 12 13 14

Baidehipur
1 IRC Gr-II Metal. 27.00 562.45 130.00 13.00 6.50 9.00 158.50 720.95 867.30 1,588.25 Cum
Stone Quarry
Baidehipur
2 IRC Gr-III Metal. 27.00 562.45 130.00 13.00 6.50 9.00 158.50 720.95 923.46 1,644.41 Cum
Stone Quarry
Baidehipur
2 63 mm Size H.G (H.B) Metal 27.00 562.45 130.00 13.00 6.50 9.00 158.50 720.95 648.36 1,369.31 Cum
Stone Quarry
Baidehipur
3 45 mm Size H.G (C.B) Metal 27.00 562.45 130.00 13.00 6.50 9.00 158.50 720.95 839.86 1,560.81 Cum
Stone Quarry

4 40mm size H.G (C.B) Metal. Do 27.00 562.45 130.00 13.00 6.50 9.00 158.50 720.95 995.25 1,716.20 Cum

5 25mm size H.G (C.B) Metal. Do 27.00 562.45 130.00 13.00 6.50 9.00 158.50 720.95 1,135.74 1,856.69 Cum

6 26.5mm size HG(CB) Metal Do 27.00 562.45 130.00 13.00 6.50 9.00 158.50 720.95 1,097.74 1,818.69 Cum

7 22.4mm size HG(CB) Metal Do 27.00 562.45 130.00 13.00 6.50 9.00 158.50 720.95 1,123.78 1,844.73 Cum

8 20mm size H.G (C.B) Metal. Do 27.00 562.45 130.00 13.00 6.50 9.00 158.50 720.95 1,382.29 2,103.24 Cum

9 13.2mm size H.G (C.B) Chips. Do 27.00 562.45 130.00 13.00 6.50 9.00 158.50 720.95 1,342.76 2,063.71 Cum

10 12mm Size H.G (C.B) Chips. Do 27.00 562.45 130.00 13.00 6.50 9.00 158.50 720.95 1,372.71 2,093.66 Cum

11 11.2mm Size H.G (C.B) Chips. Do 27.00 562.45 130.00 13.00 6.50 9.00 158.50 720.95 1,375.20 2,096.15 Cum

12 10mm Size H.G (C.B) Chips. Do 27.00 562.45 130.00 13.00 6.50 9.00 158.50 720.95 1,397.67 2,118.62 Cum

13 6.7mm size H.G (C.B) Chips. Do 27.00 562.45 130.00 13.00 6.50 9.00 158.50 720.95 923.46 1,644.41 Cum

14 4.7mm size H.G (C.B) Chips. Do 27.00 562.45 130.00 13.00 6.50 9.00 158.50 720.95 836.11 1,557.06 Cum
Granite broken stone of size
15 not less than 0.0025cum Do 27.00 562.45 130.00 13.00 6.50 9.00 158.50 720.95 291.96 1,012.91 Cum
stacked
16 Stone other than granite Do 27.00 562.45 130.00 13.00 6.50 9.00 158.50 720.95 291.96 1,012.91 Cum

17 Granite Broken Stone Do 27.00 562.45 130.00 13.00 6.50 9.00 158.50 720.95 238.36 959.31 Cum

18 Crusher Dust Do 27.00 562.45 35.00 3.50 1.75 9.00 49.25 611.70 136.33 748.03 Cum

19 Moorum Local 5.00 276.01 35.00 3.50 1.75 0.00 40.25 316.26 61.25 377.51 Cum

Kathajodi R/S
20 Sand for Road work 16.00 419.23 35.00 3.50 1.75 150.00 190.25 609.48 56.19 665.67 Cum
Mundamuhana

Kathajodi R/S
21 Sand for Mortar 16.00 419.23 35.00 3.50 1.75 150.00 190.25 609.48 62.58 672.06 Cum
Mundamuhana

22 Bitumen VG-30 Bulk Paradeep 104.00 1328.32 0.00 0.00 0.00 0.00 0.00 1328.32 48,432.00 49,760.32 M.T

23 Bitumen Emulsion (SS) Haldia 375.00 4065.42 0.00 0.00 0.00 0.00 0.00 4065.42 46,007.00 50,072.42 M.T

24 Bitumen Emulsion (RS) Haldia 375.00 4065.42 0.00 0.00 0.00 0.00 0.00 4065.42 45,396.00 49,461.42 M.T

25 Cement Cuttack 20.00 426.22 0.00 0.00 0.00 0.00 0.00 426.22 538.88 581.50 Qntl

Steel (Carriage cost not

26 included as per SAIL norm Cuttack 20.00 118.90 0.00 0.00 0.00 0.00 0.00 118.90 68,069.59 68,188.49 M.T
being within 10 KM distance)

Cetified that the quaries mentioned above are the nearest approved quaries and the leads provided above are shortest and correct to the best of my knowledge and
belief.

Assistant Manager Manager General Manager

WATCO Section Risingmain WATCO Sub-Division, WATCO, Division-I,
Making FLEXIBLE PAVEMENT from Trisulia- Banki Road (at Baanra Village) towards Chandaka reserved forest in
connection with the work “Construction of 130 MLD Water treatment plant and its Ancillary structures for Improvement
of water supply to Bhubaneswar City" on Engineering Procurement & Construction (EPC contact including Operation &
Maintenence for a period of five Years.
LEAD STATEMENT FROM QUARRY TO PLANT SITE
DMF EMF (5% Royality+
Sl. Name of Name of Lead in Additional Total Lead
Lead cost Rayalities (10% of of Addl+DMF Unit
No. materials quarry Km. Charges & Royalty
Royalty) Royalty) +EMF
1 2 3 4 6 7 8 9 10 11 12 13
Bitumen Bulk
1 Paradeep 109 1378.82 - 1378.82 MT
(60/70)
Bitumen Emulsion
2 Paradeep 109 1378.82 - 1378.82 MT
(SS)

10mm Size H.G Baidehipur

3 5 276.01 130.00 13.00 6.50 295.00 444.50 720.51 Cum
(C.B) Chips. Stone Quarry
20mm size H.G Baidehipur
4 5 276.01 130.00 13.00 6.50 295.00 444.50 720.51 Cum
(C.B) Metal. Stone Quarry
6.7mm size H.G Baidehipur
5 5 276.01 130.00 13.00 6.50 295.00 444.50 720.51 Cum
(C.B) Chips. Stone Quarry

4.7mm size H.G Baidehipur

6 5 276.01 130.00 13.00 6.50 295.00 444.50 720.51 Cum
(C.B) Chips. Stone Quarry

22.4mm size Baidehipur

7 5 276.01 130.00 13.00 6.50 295.00 444.50 720.51 Cum
HG(CB) Metal Stone Quarry
13.2mm size H.G Baidehipur
8 5 276.01 130.00 13.00 6.50 295.00 444.50 720.51 Cum
(C.B) Chips. Stone Quarry
Passing 2.36mm Baidehipur
9 5 276.01 35.00 3.50 1.75 295.00 335.25 611.26 Cum
retain 0.075mm Stone Quarry

Certified that the quarries above have been nearest approved quarry and leads provided in this estimate are correct and
minimum to the best of my knowledge.

Assistant Manager Manager General Manager

WATCO Section Risingmain WATCO Sub-Division, WATCO, Division-I,
(Bharatpur), BBSR Mundali, BBSR BBSR
 Hire and Running Charge of Machineries

Sl Name of Machine UNIT RATE UNIT RATE

No.

1 P.R.R. 8-10 Ton for soil compaction @ 70 cum / hr Per Day 2558 Hour 524.70
P.R.R. 8-10 Ton for BM compaction @ 25 cum / hr Hour
2 Vibratory Roller (8-10 tonne) for earth /soil @ 100 cum /hr Per Day Hour 1538.54
Vibratory Roller (8-10 tonne) for GSB @ 60 cum /hr Hour
Vibratory Roller (8-10 tonne) for WMM @ 60 cum /hr Hour
3 Tendem Roller Per Day Hour 1142.30
4 Sheep foot roller Per Day Hour 500.00
5 H.R.R. Per Day
6 Plate compactor Per Day Hour 153.23
7 H.M.P. (8-10) Ton Per Day Hour 1586.51
8 H.M.P. (40-60) Ton Per Day Hour 11066.95
9 H.M.P Batch mix type. (100-120) Ton @ 75.0 ton per hour Per Day Hour 17284.56
actual out put
10 Wet Mix Plant 75 ton per hour Per Day Hour 1700.00
11 Paver Finisher (Mechanical) Per Day Hour 1143.90
12 Paver Finisher (With sensor) @75 cum per hour Per Day Hour 1724.97

13 Paver Finisher Mechanical (paving of DLC ) @ 75cum/hr Per Day Hour 1816.61

14 Motor Grader 3.35 mtr blade clearing @ 200 cum / hour Per Day Hour 2391.39
for spreading 200 cum / hour Hour
for GSB @ 50 cum / hour Hour
for WMM @ 50 cum / hour Hour
15 Tractor with ordinary grader Hour 447.31
16 Tractor mounted Rotovator Per Day Hour 373.55
17 Water tanker 6.0KL capacity Per Day Hour 900.84
17 Tractor With reeper @60.0cum per hour Per Day Hour 378.55

18 Tractor With trolly/tractor for mastic work Per Day Hour 357.55

19 Tipper 10 ton or 5.5 cum capacity/flat body truck capacity Hour 5.50 per Km . 37.15
cum
Per Ton km. 3.86
Hour 900.84

20 Front End Loader 1 cum bucket capacity for soil loading @ Per Day Hour 804.86
60 cum /hour
for Aggregate loading @ 25 cum / hour Hour

21 Hydraulic self propelled Chipse Spreader @1500sqmt per Per Day Hour 1480.62
hour
22 Bitumen Pressure Distributer @1750 sqm per hour Per Day Hour 1071.10

23 Bitumen Emulsion Pressure Distributer @1750 sqm per Per Day Hour 798.68
hour
24 Tar Boiler Per Day Hour 114.54
25 Bitumen boiler 1500 liter capacity Per Day Hour 198.11
Sl Name of Machine UNIT RATE UNIT RATE
No.

26 Electric Generator 33 KVA Per Day Hour 700.00

27 Electric Generator 40 KVA Per Day Hour 780.00
28 Electric Generator 100 KVA Per Day Hour 1052.42
29 Electric Generator 125 KVA Per Day Hour 1341.16
30 Electric Generator 250 KVA Per Day Hour 1600.00
31 Mechanical Broom @1250 sqm per hour /Road sweeper Per Day Hour 356.00

32 Air Compressure 250 cfm Per Day Hour 585.00

33 Tripod Per Day 450
34 Crane 5 ton capacity/ light crane for handling triming pipe Per Day Hour 560.00

35 Crane with grab1.0 cum /0.75 cum capacity Per Day Hour 1051.30
36 Crane15 ton capacity Per Day Hour 1051.30
37 Mastic cooker 1.0 ton capacity Per Day Hour 2454.85
38 Cement concrete Batch mix plant @175 cum per hour Per Day Hour 8791.61

39 Cement concrete Batch mix plant @20.0 cum per hour Per Day Hour 2144.23

40 Cement concrete Batch mix plant @75 cum per hour Per Day Hour 3421.29

41 Concrete Paver Finisher with 40 HP Motor paving 175 Hour 25056.20

of conc cum/hr
42 Hydraulic Excavator 1.0 cum bucket capacity for ordinary Per Day Hour 1300.16
soil @ 60 cum / hour
for Marshy soil @ 60 cum / hour
for unsuitable soil @ 60 cum / hour
43 Cement concrete mixer 0.40/0.28 cum (2.5-7.5)cum/hour Per Day 1200 Hour 229.55

44 Transit agitator 5 cum capacity Hour Per Ton K.M. 3.10

45 Transit agitator 4.0 cum capacity upto 1.0 KM Hour 600 Per Ton K.M.

46 Transit agitator 4.0 cum capacity beyond 1.0 KM Hour Per Ton K.M. 1276.95

47 Concrete pump Hour 1278.00

48 Dozer D-50-A 15 for spreading @ 200 cum/hour Hour 2834.00
for cutting @ 100 cum / hour Hour
for cleaning @ 150 cum / hour Hour
49 Dozer D-80-A 12 for spreading @ 300 cum/hour Hour 3898.96
for cutting @ 150 cum / hour Hour
for cleaning @ 250 cum / hour Hour
50 Road Marking Machine Hour 300.00
51 Concrete joint cutting machine Hour 260.87
52 Texturing machine Hour 217.39
53 Hydraulic Excavator 2.0 cum bucket capacity Hour 2891.34
54 Kerb casting machine Hour 309.55
55 carriage of wood 198.30
NEW MISCELLANEOUS MATERIALS
Sl. Description of Items Unit Rate (Rs.)
No
Sl Name of Machine UNIT RATE UNIT RATE
No.

1 Aerated Autoclaved Fly ash (AAC) blocks ofdifferent sizes

haingcornpressive strength not less than 4Nimm2
conforming to IS:2185 (Part - 3) - 2005 and IS:6441-1972.
I Cum. 3255.500
2 6mm thick poly carbonate sheet of approved design and
quality conforming to IS 14443: 1997 I Sqm. 2169.740
3 12mm thick poly' carbonate sheet of approved design and
quality conforming to IS 14443: 1997 I Sqm. 3548.290
4 Waterproofing Latex compound for mortar of approved
manuefacturer. I Kg 472.390
5 Glass fiber net of 120 gsm of approved manuefacturer for
waterproofing treatment. I Sqm 59.420
6 Resin based chemical compound of approved
manuefacturer for jointing old and nevv concrete. 1 Kg. 243.670
7 Acrylic based multipurpose polymer of approved make. i Kg. 379.050
8 Epoxy based tile grout of approved shade,and approved
make. I Kg. 736.270
9 Texture paint of approved make and shade for 0.5 mm
thick to External walls. I Kg. 68.920
10 50mm thick Glass wool sheets of approved make I Sqm 1143.950
11 4mm thick Cement fibre board of approved make. I Sqm. 220.220
12 12mm thick Cement fibre board of approved make. I Sqm 369.320
13 Toughened Glass of 6mm thick approved make and
approved shade. 1 Sqm 1412.320
14 Toughened Glass of 12mm thick approved make and
approved shade. I Sqm. 1776.620
15 Vitrified Floor Tile 600mm x 1200mm size of approved
shade and make (Single Charge) 1 Sqm 611.260
16 Vitrified Floor Tile 1200mmx 1800mm size of approved
shade and make (Single Charge) 1 Sqm 976.170
17 Artificial Lightweight Aggregate (Sintered fly ash coarse
aggregate) conforming to IS 9142:Part 2:2018 1 MT 1200.000
18 Processed Steel and Iron Slag aggregate confonning to
IS:3832016 and IRC SP:121-2018
(I) 6 mm to 10 mm size I Cum 270.000
(Il) 10 mm to 65 mm size I Cum. 720.000
19 Encapsulated lens type high Intensity retro reflective
aluminium sheeting I Sqm 7000.000
20 Hot applied thermoplastic compound conforming to ASTM:
D36 or BS 3262 (Part-I) 1 Ltr 84.000
21 Reflectorising glass beads conforming to BS:6088 and BS
3262 1 Kg 104.000
22 125 micron thick impermeable PVC sheet I Sqm 110.000
23 Hot applied Joint sealant conforming to IS: 1834 or ASTM :
3406-95 I Kg 135.000
24 Polysulphide Joint sealant conforming to IS: 11433(Part-l)
or BS 5212 (Part-Il) I Kg 420.000
25 Polyurethene Joint sealant conforming to BS:5212 I Kg 2000.000
26 Silicon Joint sealant conforming to ASTM:5893-04 I Kg 550.000
27 I .25mm thick Plastic sheath for dowel bars I Sqm 15.250
28 Resin based aluminized reflective Curing compound
conforming to BS:7542 or ASTM:C-309-81 Type 2 I Ltr 150.000
29 Concrete admixture conforming to IS 9103-1999 I Ltr 57.000
30 25mm thick Joint Filler Board conforming to IS 1838 . I Sqm 899.000
31 (Delineator) Roadway Indicator conforming to IRC: 79 Each 1248.000
32 (Delineator) Hazard Marker conforming to IRC: 79 Each 4620.000
Sl Name of Machine UNIT RATE UNIT RATE
No.

33 (Delineator) Object Marker conforming to IRC: 79 Each 750.000

34 3 mm thick Corrugated sheet W" beam section for metal
beam crash barrier. 1 Kg 94.700
35 Pot type bearing assembly upto 250 tonne capacity
consisting of a metal piston supported by a disc, PTFE
pads providing sliding surfaces against stainless steel
mating together with cast steel assemblies/ fabricated
structural steel assemblies dly painted with all components
conforming to IS -83 (Part-111)/2018. Each 58000.00
36 Elastomeric bearing assembly consisting of 7 layers of
elastomer bonded to 6 nos Internal reinforcing steel
laminates by the process of vulcanisation conforming to IS -
83 (Part-11)/2015 Cu.cm 0.460
 RATE OF Labour
Sl No. Category of Labour Unit Rate

A Category Unskilled

Male mulia
1 Per day 452.00
Female mulia
2 Per day 452.00
Survey Khalasi /Chain man
3 Per day 452.00

4 Scavanger Per day 452.00

B Category Semi skilled

Mulia working in water or arduous nature ofwork

1 Per day 502.00
Night mulia or attendent working in flood and other emergent
2 work Per day 502.00
Mulia for handling hot binding and
3 Per day 502.00
Sangi Mulia
4 Per day 502.00
Pile driving mate(Guide)
5 Per day 502.00
Mate
6 Per day 502.00
Helper tocarpenter or Blacksmith/
7 Painter/Blaster/Plumber/Electrician/Fitter /Welder Per day 502.00
Hammer man
8 Per day 502.00
Thatcher/Gharami
9 Per day 502.00
Tile turner
10 Per day 502.00
Boat man
11 Per day 502.00
Bhisti
12 Per day 502.00
Well sinker
13 Per day 502.00
Rod binder & bender
14 Per day 502.00
Cleaner/Sweeper
15 Per day 502.00

16 Stone packer Per day 502.00

17 Pump helper Per day 502.00

18 Watchman(Store)Gurkha/Security guard Per day 502.00

19 Bell women Per day 502.00

C Category Skilled
Sl No. Category of Labour Unit Rate
Blaster(Second class)
1 Per day 552.00

2 Mason(Second Class) Per day 552.00

3 Black smith(Second Class) Per day 552.00

4 Carpenter(Second Class) Per day 552.00

5 Fitter (Second Class) Per day 552.00

6 Painter / Polisher (Second Class) Per day 552.00

7 Welder (Second Class) Per day 552.00

8 Plumber(Second Class) Per day 552.00

9 Driller(Second Class) Per day 552.00

10 Stone dresser/ Cutter (Second Class) Per day 552.00

11 Cobbler with tools(Second Class) Per day 552.00

Wire man /Lift operator/Desel pump driver /Telephone operator
12 (Second Class) Per day 552.00

13 Boring Mistrey/Pipe driver Per day 552.00

Electrician/Rigger /Line man/Telephone attendant
14 Per day 552.00

15 Gardener Per day 552.00

16 Amin. Per day 552.00

17 Tracer Per day 552.00

18 In progress recorder Per day 552.00

Store keeper Gr-II / Store Asst./ Account clerk / Clerk
19
/Typist/Tool Keeper/Time Keeper / Munsi, Per day 552.00

D Category Highly Skilled

1 Blaster (Lisenced) Per day 602.00

2 Mason(Special) Per day 602.00

3 Carpenter (Special) Per day 602.00

Blacksmith(Special)
4 Per day 602.00

5 Fitter(Special) Per day 602.00

6 Painter / Polisher(Special) Per day 602.00

Welder(Special)
7 Per day 602.00

8 Plimber(Special) Per day 602.00

9 Driller(Special) Per day 602.00

Sl No. Category of Labour Unit Rate
Stone dresser / Cutter(Special)
10 Per day 602.00
Driver for well sinking in bridge(Per shift of four hours.)
11 Per day 602.00
Electricial/Air conditioned plant operator/Wireman /Lift operator
12
/Diesel pump operator special. Per day 602.00
Jeep driver /Tractor driver/Truckdriver/Dozer driver/Roller
13
Driver/Concretemixture operator/Crane operator. Per day 602.00

14 Auto electrician Per day 602.00

15 Guinting Machine operator Per day 602.00

16 Seior Accountant / Stenographer Per day 602.00

Super / Manager
17 Per day 602.00

18 Testing Laboratory Assistant / Instrument Mechanic / Telephone Machanic.

Per day 602.00

19 Rigger and Cobbler with Tools Driver (Heavy Vehicle) Per day 602.00
1.Labour rates for un-skilled, Semi-skilled,Skilled and Highly
skilled as are to be fixedform time to time by labour Department
Notes
under Minimum wages Act shall prevail in respect of category
what so ever.

68
2. The rates for above four categories of labour are inclusive of
weekly day of rest.

70
3.An adult Employee shall work for 8(Eight)hours per day
including half-an hour of rest.
Other Cateory (Note covered by the Notification of Labour &
E Employment Department).
Boring Mistry (Special)
1 Per day 602.00

2 Winch operator Per day 602.00

Well Sinker(Special)
3 Per day 602.00

4 Helper toWell Sinker Per day 552.00

Computer Programmer / Analyzer
5 Per month 7000.00
Computer operator
6 Per month 5200.00
Helper tooperator of Heavy construction Machineries
7 Per month 5000.00
Mechanic for Heavy construction.
8 Per month 6000.00

9 Helper tomechanic for heavyconstruction machines. Per month 5000.00

10 Operator for Heavy construction. Per month 6000.00

11 Junior Research Assistant (Technical Assistant) Per month 5200.00

12 Laying of H.Pipe 300mm dia Mtr 23.94
Sl No. Category of Labour Unit Rate

13 Laying of H.Pipe 600mm dia Mtr 36.98

14 Laying of H.Pipe 900mm dia Mtr 55.01

15 Laying of H.Pipe 1000mm dia Mtr 55.01

16 Laying of H.Pipe 1200mm dia Mtr 95.84

BASIC RATE AS PER SOR-2022

16 N.P4 300mm Dia H.P RATE Mtr 865.94

17 N.P4 600mm Dia H.P RATE Mtr 2934.62

18 N.P4 900mm Dia H.P RATE Mtr 5740.30

19 N.P4 1000mm Dia H.P RATE Mtr 7279.87

20 N.P4 1200mm Dia H.P RATE Mtr 9637.57

21 Carriage of Turffing Cum 276.01

 ANALYSIS OF RATES

Sl. Item of work Quantity Unit Rate (in Amount ( Remarks

No Rs) in Rs )
1 2 3 4 5 6 7
1 Clearing and grubbing road land including
uprooting trees rank vegetation, grass, bushes,
shrubs, saplings and girth up to 300 mm, removal
of stumps of trees cut earlier and disposal of
unserviceable materials and stacking of
serviceable material to be used or auctioned, up
to a lead of 1000 metres including removal and
disposal of top organic soil not exceeding 150 mm
in thickness (Vide A/R page- 196 item- 3 )
Unit = Hectare
Taking output = 1 Hectare
(i) In area of light jungle
a) Labour
Mate 6.00 Day 502.00 3012.00
Mulia Unskilled 150 Day 452.00 67800.00
b) Machineray
Tractor-trolly 1.00 Hour 357.55 357.55
71169.55
c) Overhead Charges @ 7.5% 5337.72
d) Contractor's Profit @ 7.5% 5337.72
Rate per Hectare (a+b+c) 81844.98
Add 1% for Labour Cess 818.45
82663.43 Per Ha
8.27 Per Sqm
2 Excavation of Soil using Hydraulic Excavator
CK 90 and Tippers with Disposal upto
1000meters (Ref Data Book, P-52/301/3.6)
Excavation for roadwork in soil with hydraulic excavator
of 0.9cum bucket capacity including cutting and loading
in tippers, trimming bottom and side slopes, in
accordance with requirements of lines, grades and cross
sections, and transporting to the emb.

Unit = Cum, Taking output =360cum

(i) Labour
Mate 0.08 Each 502.00 40.16
Mazdoor 2.00 Each 452.00 904.00
944.16
(ii) Machinery
Hydraulic excavator 1.00cum bucket capacity
@60 cum per hour 6.00 hour 1300.16 7800.96
Tipper 5.5cum capacity, 4 trips per hour 16.00 hour 900.84 14413.44
22214.40
(iii) Overhead charges @ 7.50 % on (i)+(ii) 1736.89
(iv) Contractors Profit @ 7.50% on (i)+(ii) 1736.89
Total (i+ii+iii) 26632.34 / 360cum
Rate Per Cum 73.98 Per Cum
Add Labour Cess @ 1% 0.74
74.72 Per Cum
3 Loosening,levelling and compacting original ground
supporting embankement to faciliate placement of first
layer of embankement,scarified to a depth of 150
mm,mixed with water at OMC and then compacted by
rolling so as to achieve minimum dry density as given in
table 300-2 for embankment construction & clause-305
of MOSRT&H Specifications for Road & Bridge
works(5th. Revision)
Vide A/R item No-37 , Page-158
(Taking output = 600 Cum)
(a) Labour
Mate 0.080 Each 502.00 40.16
Mulia unskilled 2.000 Each 452.00 904.00
1
Sl. Item of work Quantity Unit Rate (in Amount ( Remarks
No Rs) in Rs )
1 2 3 4 5 6 7
944.16
(b) Machinery
Tractor with ripper attachment 6.000 Hour 378.55 2271.30
Vibratory Road roller 8-10 tonne capacity 7.500 Hour 1538.54 11539.05
Water tanker 6 KL capacity 4.000 Hour 900.84 3603.36
17413.71
(c) Material
Cost of water 24.000 KL 10.00 240.00
18597.87

(d) Overhead charges @ 7.50 % 1394.84

Contractor's Profit @ 7.50 % 1394.84
Cost per 600 cum = (a+b+c) 21387.55
Rate per cum = (a+b+c) / 600 35.65 / Cum
Add @1% for Labour Cess 0.36
36.01 / cum
4 Construction of granular Sub-base by providing
Close graded Granular sub-base Grading-VI
material as per table 400-1 ,spreading in unifrom
layers with motor grader on prepared surface,
mixing by mix in place method with rotavator at DATA book Page - 87-89 , item No.-4.01,(401)
OMC , and compacting with vibratory roller to
achieve the desired density complete as per
Clause 401 of MoSRT&H Specifications for road &
Bridge works(5th. Revision) .
Taking Output for 300 Cum
(a) Labour
Mate 0.16 Each 502.00 80.32
Mulia Skilled 1.00 Each 552.00 552.00
Mulia Unskilled 3.00 Each 452.00 1356.00
(b) Machinery 1988.32
Motor Grader 3.35 metre blade 2.712 Hour 2391.39 6485.45
Vibratory Roller 8-10 ton capacity 1.618 Hour 1538.54 2489.36
Fronted loader 1 cum bucket capacity @1cum per hour 13.889 Hour 804.86 11178.70
Water Tanker 6kl capacity 2.852 Hour 900.84 2569.20
(c) Material 22722.70
53 mm to 26.5 mm @ 12.5 %(45) 42.067 Cum 839.86 35330.39
26.5 mm to 9.5 mm @ 22.5 %(22.4) 75.721 Cum 1123.78 85093.75
9.5 mm to 4.75 mm @ 22.5%(6.7) 75.721 Cum 923.46 69925.31
4.75 mm below @ 42.5%(2.36) 143.029 Cum 136.33 19499.14
Cost of water 42.00 KL 10.00 420.00
210268.59
234979.62
(d) Overhead Charge @ 7.50 % 17623.47
Contractor's Profit @7.50 % 17623.47
(e) Cost of royality
53 mm to 26.5 mm @ 12.5 %(45) 42.067 Cum 720.95 30328.20
26.5 mm to 9.5 mm @ 22.5 %(22.4) 75.721 Cum 720.95 54591.05
9.5 mm to 4.75 mm @ 22.5%(6.7) 75.721 Cum 720.95 54591.05
4.75 mm below @ 42.5%(2.36) 143.029 Cum 611.70 87490.84
227001.15
Cost of 250 Cum 497227.71 /250cum
Rate Per Cum 1988.91 per Cum
Add 1% Labour Cess 19.89
2008.80 /Cum

2
Sl. Item of work Quantity Unit Rate (in Amount ( Remarks
No Rs) in Rs )
1 2 3 4 5 6 7
5 Providing laying and compacting graded stone
agregate to wet mix macadum specification
including premixing the material with water at
OMC in mechanical mix plant,carriage of mixed
material by tipper to site, laying in uniform layer
with paver in sub-base and base course on well
prepared surface and compacting with vibratory
roller to achive desired density etc complete as
per the direction of Engineer-in-charge . Vide A/R Page - 166 , Item No-42
Taking Output = 225 Cum(495 tonnes)
(a) Labour
Mate 0.48 Each 502.00 240.96
Mazdoor 10.0 Each 452.00 4520.00
Skilled Mazdoor 2.0 Each 552.00 1104.00
5864.96
(b ) Machinery
Wet mix plant 75 Tonne/hr. capacity 6.60 hour 1700.00 11220.00
Paver finisher Mechanical 100 TPH 6.00 hour 1143.90 6863.40
Electric generator 125 KVA 6.00 hour 1341.16 8046.96
F.E.Loader 1 cum capacity 6.00 hour 804.86 4829.16
Water tanker 6KL capacity 3.00 hour 900.84 2702.52
Vibrator Roller 8-10 tonne 3.90 hour 1538.54 6000.31
Tipper t/km 495.00x3.86x22 hour 3.86 42035.40
Add 10% carriage 4203.54
85901.29
(c) Materials
45 mm to 22.4mm @ 30% (26.50 mm) 89.10 Cum 1097.74 97808.63
22.40 mm to 2.36 mm@ 40 % (13.2+6.7 )/2 118.80 Cum 1133.11 134613.47
2.36 mm to 75 micron @ 30 %(dust) 89.10 Cum 136.33 12147.00
Cost of water 18.00 Litre 10.00 180.00
244749.11
Total (a + b + c) 336515.35
(d) Over head Charge @ 7.50 % on (a+b+c) 25238.65
Contractor's Profit @ 7.50 % 25238.65
386992.65
(e) Cost of carriage & royality of materials
C.B Chips 207.90 Cum 720.51 149794.03
2.36 mm to 75 micron 89.10 Cum 611.26 54463.27
204257.30
Total 591249.95 / 225 cum
Rate per Cum 2627.78 per cum
Add 1% Labour Cess 26.28
2654.06 per cum

6 Providing & applying Primer Coat with Btumen

Emulsion on prepared Surface of Granular Base
including clearing of road surface & applying
primer at the rate of 0.60 Kg/Sqm using
Mechanical means .( Output = 3500 Sqm) A/R 167/43
(a) Labour
Mate 0.08 Each 502.00 40.16
Mazdoor 2.00 Each 452.00 904.00
944.16
(b) Materials
Bitumen Emulsion(SS) @ 0.60 Kg/sqm 2.1 MT 46007.00 96614.70
Cost of Water 6 KL 10.00 60.00

3
Sl. Item of work Quantity Unit Rate (in Amount ( Remarks
No Rs) in Rs )
1 2 3 4 5 6 7
96674.70
(c) Machinery
Mechanical Broom@1250 Sqm per Hour 2.80 Hour 356.00 996.80
Air Compressor 250 Cum 2.80 Hour 585.00 1638.00
Emulsion Pressure Distributor@1750 sqm/Hr 2.00 Hour 798.68 1597.36
Water Tanker 6 KL @ 1TRIP/Hour 1.000 Hour 900.84 900.84
5133.00
102751.86
(d) Overhead charges @ 7.50 % 7706.39
Contractor's Profit @ 7.50 % 7706.39
Cost per 5889 sqm = (a+b+c) 118164.64
(f) Cost,carriage & royality of materials
Bitumen Emulsion @ 0.60 Kg/sqm 2.1 MT 4,065.42 8537.38
126702.02 / 3500 Sqm
Rate Per sqm 36.20
Add @1% for Labour Cess 0.36
36.56 / Sqm

7 Providing and applying tack coat with bitumen

emulsion using emulsion distributor @
0.20kg/sqm on the prepared surface cleaned with
mechanical brooms as per clause 503 of MOSRT &
H Specifications for Road & Bridge works
(4th.Revision) [Output-3500 sqm] (Vide A/R page- 168 item- 44)
(a) Labour
Mate 0.08 Each 502.00 40.16
Mulia unskilled 2.00 Each 452.00 904.00
(b) Machinery 944.16
Mechanical broom @1250sqm 2.80 Hour 356.00 996.80
Air compressor 250cfm 2.80 Hour 585.00 1638.00
Emulsion pressure distributor 2.00 Hour 798.68 1597.36
( c ) Materials ( Bitumen emulsion RS) 0.70 MT 45396.00 31777.20
36009.36
Total (a+b+c) 36953.52
(d ) Over head charges 7.50 % on(a+b+c) 2771.51
Contractor's Profit @ 7.50 % 2771.51
Add carriage and royalty Bitumen emulsion 0.70 MT 4065.42 2845.79
45342.34 /3500
Cost per 1 sqm 45342.34 / 3500 12.95 / sqm
Add 1% Labour Cess 0.13
13.08 / sqm
8 Providing and laying bituminous macadam
with100-120 TPH hot mix plant producing an
average output of 75 tonnes per hour using
crushed aggregates of specified grading, premixed
with bituminous binder of 60/70 penetration grade
of bitumen, transporting the hot mix to work site,
laying with a hydrostatic paver finisher with
sensor control to the required grade, level and
alignment, rolling with smooth wheeled, vibratory
and tandem rollers to achieve the desired
compaction as per Clause 507 of MoSRT&H
Specifications for Road & Bridge works (5th. (Vide A/R page- 169 item- 45)
Revision) Unit = cum
Taking output = 205 cum (450 tonnes)
a) Labour
Mate 0.76 Each 502.00 381.52
Mulia unskilled working with HMP, 14 Each 452.00 6328.00
4
Sl. Item of work Quantity Unit Rate (in Amount ( Remarks
No Rs) in Rs )
1 2 3 4 5 6 7
mechanical broom, paver, roller,
asphalt cutter and assistance for
setting out lines, levels and layout of
construction
Mulia Skilled for checking line & 5 Day 552.00 2760.00
levels 9469.52

(b ) Machinery
Batch mix plant HMP 100-120 TPH 6.00 Hour 17284.56 103707.36
Paver finisher hydrostatic with senser control 6.00 Hour 1724.97 10349.82
Electric generator 250 KVA 6.00 Hour 1600.00 9600.00
F.E.Loader 1 cum capacity 6.00 Hour 804.86 4829.16
Tipper 10 ton capacity 450.00x3.86x22 3.86 38214.00
Add 10%for carriage 3821.40
PRR (8 - 10 ton ) 3.90 Hour 524.70 2046.33
Vibrator Roller 3.90 Hour 1538.54 6000.31
Tendam Roller 3.90 Hour 1142.30 4454.97
(c ) Materials 183023.35
Supply of bitumen (60/70) 14.85 MT 48432.00 719215.20
25mm to10mm@40% (20mm) 116.04 Cum 1382.29 160400.93
10mm to 5mm @ 40% (Ave. 10mm & 4.7mm) 116.04 Cum 1116.89 129603.92
5mm& below@20% (Ave. 4.7mm & dust) 58.02 Cum 486.22 28210.48
1037430.53
Total (a+b+c) 1229923.40

(d ) Over head charges 7.50 % on(a+b+c) 92244.25

Contractor's Profit @ 7.50 % 92244.25

(e) Add carriage and royalty- Bitumen 14.85 MT 1378.82 20475.48

25mm to10mm@40% (20mm) 116.04 Cum 720.51 83607.98
10mm to 5mm @ 40% (Ave. 10mm & 4.7mm) 116.04 Cum 720.51 83607.98
5mm& below@20% (Ave. 4.7mm & dust) 58.02 Cum 665.89 38634.65
1640737.99 /205 cum
Cost per 1cum 8003.60 / cum
Add 1% Labour Cess 80.04
8083.64 per cum

9 Providing and laying semi dense bituminous

concrete with100-120 TPH batch type HPM
producing an average output of 75 tonnes per
hour using crushed aggregates of specified
grading, premixed with bituminous binder @4.5 to
5 percent of mix and filler (Vide A/R page- 175 item- 47)
Unit = cum
Taking output = 195 cum (450 tonnes)
a) Labour
Mate 0.76 Each 502.00 381.52
Mulia unskilled working with HMP, 14 Each 452.00 6328.00
mechanical broom, paver, roller,
asphalt cutter and assistance for
setting out lines, levels and layout of
construction
Mulia Skilled for checking line & 5 Day 552.00 2760.00
levels 9469.52

5
Sl. Item of work Quantity Unit Rate (in Amount ( Remarks
No Rs) in Rs )
1 2 3 4 5 6 7
(b ) Machinery
Batch mix plant HMP 100-120 TPH 6.00 Hour 17284.56 103707.36
Paver finisher hydrostatic with senser control 6.00 Hour 1724.97 10349.82
Electric generator 250 KVA 6.00 Hour 1600.00 9600.00
F.E.Loader 1 cum capacity 6.00 Hour 804.86 4829.16
Tipper 10 ton capacity 450.00x3.86x22 3.86 38214.00
Add 10%for carriage 3821.40
PRR 3.90 Hour 524.70 2046.33
Vibrator Roller 3.90 Hour 1538.54 6000.31
Tendam Roller 3.90 Hour 1142.30 4454.97
(c ) Materials (GR-II) 183023.3
Supply of bitumen (60/70) 22.5 MT 48432.00 1089720.00
10mm to 5mm@57% (10 & 4.7mm Ave.) 162.45 Cum 1116.89 181438.8
5mm& below@41% (4.7 & dust ave) 116.85 Cum 486.22 56814.81
Filler @ 2% of weight of aggregates 5.7 Cum 136.33 777.08
1328750.7

Total (a+b+c) 1521243.5

(d ) Over head charges 7.50 % on(a+b+c) 114093.27
Contractor's Profit @ 7.50 % 114093.27
(e) Add carriage and royalty- Bitumen 22.5 MT 1378.82 31023.45
10mm to 5mm@57% (10 & 4.7mm Ave.) 162.45 Cum 720.51 117046.85
5mm& below@41% (4.7 & dust ave) 116.85 Cum 665.89 77808.66
Filler @ 2% of weight of aggregates 5.7 Cum 611.26 3484.18
1978793.21 /195. cum
Cost per 1cum 10147.66 / cum
Add 1% Labour Cess 101.48
10249.14 per cum
10 Providing and laying granular sub-base with
moorum satisfying P.I.value within 6 in layers not
exceeding 22.5Cm watering and compacting to the
required density at O.M.C condition by PRR with
cost ,conveyance,royalities,taxes etc A/R-P-142, SL NO-8
Taking output = 2.83cum

(a) Labour for Laying Sub-base

Mate 2.50 Each 452.00 1130.00
1130.00
(b) Machinery
Smooth wheel roller 0.05 Hour 524.70 27.95
27.95 /2.83Cum

1157.95
(c) Contractor's Profit @ 7.50% 86.85
(d) Overhead Charge @ 7.50% 86.85
470.55
(e) Add carraige & royality of Moorum 1.28 Cum 377.51 483.21
953.76
953.76
Add 1% Labour Cess 9.54
For one cum 963.30 /cum

6
Sl. Item of work Quantity Unit Rate (in Amount ( Remarks
No Rs) in Rs )
1 2 3 4 5 6 7
11 Earth work in embankment with approved
materials obtained from borrow pits with all leads
and lifts transporting to site,spreading, grading to
required slope and compacting at OMC by
Vibratory Roller to meet the requirement of Table-
300.2 as per Clause 305 of MoRT&H Specifications
dfor Road & Bridge works(5th. Revision) complet
including cost,conveyance,Royalities,Taxes of all
materials,all labours,hire and running charges of
all machineries,T&P ,sundries etc. complete as per
spcification and direction of Engineer-in-Charge.
(Vide A/R , Page - 157 , Item No-35)
(a) Labour
Mate 0.04 Each 502.00 20.08
Woman Mulia 1.00 Each 452.00 452.00
472.08
(b) Machinery
Hydraulic Excavator 1 cum bucket capacity
@ 60 cum per hour 1.670 Hour 1300.16 2171.27
Tipper 10 tonne capacity 160x5(L) Tonne.k 3.86 3088.00
Add 10% of cost of carriage to cover cost of 308.80
loading & unloading
Dozer 80 HP for spreading @ 200 cum per hr. 0.50 Hour 2834.00 1417.00
Motor Grader for grading @ 100 cum per hour 1.00 Hour 1195.70 1195.70
Water Tanker 6 KL capacity 4.00 Hour 900.84 3603.36
Vibratory Roller 8-10 tonnes @ 100 cum/hr. 1.00 Hour 1538.54 1538.54
13322.66
(c) Material
Cost of water 24.00 KL 10.00 240.00
Compensartion for earth taken from 100.00 Cum 0 0.00
240.00
14034.74
(d) Over Head Charges @ 7.50% (a+b+c) 1052.61
Contractor's Profit @ 7.50 % 1052.61
(e) Royality of earth 100.00 Cum 40.25 4025.00
Total (a+b+c+d+e) = 20164.95 Per 100 Cum
Rate per Cum 201.65 per Cum
Add @1% for Labour Cess 2.02
203.67 / cum