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Fuel / Energy charges Hour 0.50 55.00 27.50
3 Needle vibrator 40 mm dia ( petrol ) Hour 8.00 8.00 64.00
Fuel / Energy charges Hour 8.00 15.00 120.00
Total Rs: 991.00
Add for small Tools and Plants @ 1% Rs: 9.91
Add for Contractor's Profit on DPOL / Energy @ 10% Rs: 58.75
Add for Contractor's Overheads @ 5% Rs: 49.55
Total hire charges of Machinery : Rs: 1109.21
C. LABOUR:
Sl No Unit Amount
in Rs.
1 Crew for Concrete mixer Hour 8.00 75.10 600.80
2 Crew for Pump Hour 0.50 35.80 17.90
3 Crew for Needle vibrator Hour 8.00 53.30 426.40
4 Mason Class-I Day 1.00 159.00 159.00
5 Maistry Day 1.00 141.50 141.50
6 Heavy mazdoor
for batching materials Day 11.00 132.00 1452.00
for loading mortar pans Day 4.00 132.00 528.00
for laying Day 5.00 132.00 660.007 Light mazdoor
for conveying concrete Day 15.00 130.50 1957.50
for cleaning / washing / curing Day 1.00 130.50 130.50
8 Labour cost for shuttering sqm 48.26 33.17 1600.54
Labour cost for scaffolding @ 25 % 400.14
Total Rs: 8074.28
Add for small Tools and Plants @ 1% Rs: 80.74
Add for Contractor's Profit @ 10% Rs: 807.43
Add for hidden cost on Labour @ 15% Rs: 1211.14
Add for Contractor's Overheads @ 5% Rs: 403.71
Total cost of Labour : Rs: 10577.30
ABSTRACT:
A. Cost of Materials including royalty charges Rs: 41969.74
B. Hire charges of Machinery Rs: 1109.21
C. Cost of Labour Rs: 10577.30
TOTAL Rs: 53656.25
Add for enabling works @ 1.10% Rs: 590.22
Total cost for 14.85 cum Rs: 54246.47
Rate per cum Rs: 3653.00
Rate approved per cum Rs: 3653.00
Note : For every additional lift of 1.5 m beyond 1.5 m from
surface add / cum Rs: 25.00
SECTION: CANAL C.D WORKS. YEAR : 2010-11 ITEM No: 26.a
ITEM: Providing and laying insitu vibrated M-15( 28 days cube
compressive strength not less than
15 N / sq mm ) grade cement concreteusing 40 mmdown size
approved, clean, hard, graded
aggregates for piersincluding cost of all materials, machinery,
labour, formwork, scaffolding,
Description Quantity Rate
in Rs.
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cleaning, batching, mixing, placing in position, levelling,
vibrating, finishing, curing etc., complete
with initiallead upto 50 m and lift upto 1.5 m from surface.
( Cement content : 240 kg / cum of concrete with use of super
plasticiser )
Note : If water is to be brought from other place add only lead
charges @ 500 ltr / cum.
DATA:For 1 cum CC :- Coarse aggregates : 0.90 cum Blending ratio
: 50 :30 : 20
Fine aggregate : 0.40 cum Cement content : 240 kg Super
plasticizer : 0.75 ltr
Wastage : 1 % for cement and 2 % for coarse & fine
aggregates.
Consider 300 / 200 ltr capacity mixer and 50 kg cement per mix
for use of 40 mm down CA.
Equivalent volume batching using 0.3 x 0.3 x 0.3 m size boxes
assumed for batching of
coarse and fine aggregates.
1. Quantity of concrete per shift :
Cycle time for batching / mixing / unloading 1 mix :
Batching 40-20 mm CA ( 0.094 cum ) : 3.50 min
Batching 20-10 mm & 10 mm below CA parellel activity :
---
Batching fine aggregate parellel activity : ---
Batching cement parellel activity : ---
Loading mixer drum & miscellaneous : 1.00 min
Mixing and unloading parellel activity : ---
Add for possible delays in any of the activity : 0.50 minTotal :
5.00 min
No. of mixes per day with 50 min / hr working ( 50 x 8 / 5 ) :
80 mixes
Output of CC for 80 mixes ( 80 x 50 / 240 ) say : 16.65 cum
Consider 16.65 cum concrete for rate analysis.
2. Requirement of materials:
Cement for mix with 1 % wastage ( 16.65 x 240 x 1.01 ) : 4036
kg
Coarse aggregate 40-20 mm size range ( 16.65 x 0.9 x 0.5 x 1.02
) : 7.65 cum
Coarse aggregate 20-10 mm size range ( 16.65 x 0.9 x 0.3 x 1.02
) : 4.60 cum
Coarse aggregate 10-4.75 mm size ( 16.65 x 0.9 x 0.2 x 1.02 ) :
3.05 cum
Fine aggregate ( 16.65 x 0.4 x 1.02 ) : 6.80 cum
Super plasticiser ( 16.65 x 0.90 x 1.02 ) : 12.75 ltrs
3. Requirement of machinery :
Deploy 300 / 200 ltr capacity concrete mixer for 8 hours for
production of concrete.
Deploy 1 Needle vibrater 40 mm dia for 8 hours for vibrating
concrete.
Deploy 1 Pump 5 hp for 0.5 hour for water required for concrete
mixing / curing / cleaning etc.
4. Formwork & scaffolding :
Consider normal shuttering as concrete is laid in smaller
lifts.
Shuttering at 2.75 sqm / cum of concrete considered for
piers.
Shuttering @ 2.75 sqm per cum of concrete ( 19.05 x 2.75 ) :
52.40 sqm
Cost of scaffolding materials considered @ 30 % of cost of
shuttering for piers.
5. Requirement of workforce ( other than machinery crew )
:Consider batching of materials and conveyance & laying of
concrete by manual labour.
Maistry ( same as in Item : 8 ) : 1 No.
Mason Class I ( same as in Item : 8 ) : 1 No.
Heavy mazdoor ( same as in Item : 8 with 2 extra mazdoors for
additional lifts ) : 20 Nos.
Light mazdoor for conveying concrete @ 1 per cum : 17 Nos.
Light mazdoor for cleaning, curing & miscellaneous : 1
No.
Labour for shuttering per sqm ( Annexure-B Item-8 ) @ Rs:
33.17
Labour for erection & dismantling scaffolding @ 30 % of cost
of labour for shuttering.
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6. Use rate of materials :
Use rate of shuttering per sqm for 40 uses ( Annexure-A Item-8 )
@ Rs: 151.07
Add 5 % extra for fabrication of curved shuttering Rs: 7.55
Total Rs: 158.62
RATE ANALYSIS UNIT : 16.65 cum
A. MATERIALS:
Sl No Unit Amount
in Rs.
1 Cement for mix kg 4036.00 4.00 16144.00
Cement for incidentals @ 4 kg / cum kg 77.00 4.00 308.00
2 Coarse aggregate 40-20 mm cum 7.65 381.00 2914.65
Coarse aggregate 20-10 mm cum 4.60 520.00 2392.00
Coarse aggregate 10 mm below cum 3.05 669.00 2040.45
3 Fine aggregate ( screened ) cum 6.80 199.00 1353.20
4 Super Plasticizer ltr 12.75 75.00 956.25
5 Use rate of shuttering for 40 uses sqm 52.40 158.62
8311.61
6 Scaffolding @ 30 % of shuttering 2493.48
Total Rs: 36913.64
Add for small Tools and Plants @ 1% Rs: 369.14
Add for Contractor's Profit @ 10% Rs: 3691.36Add for
Contractor's Overheads @ 5% Rs: 1845.68
Add Royalty charges on CA @ ( Included in material rates ) Rs:
0.00
Add Royalty charges on FA @ ( Included in material rates ) Rs:
0.00
Total cost of Materials : Rs: 42819.82
B. MACHINERY:
Sl No Unit Amount
in Rs.
1 Concrete mixer 300 / 200 ltr ( diesel ) Hour 8.00 42.00
336.00
Fuel / Energy charges Hour 8.00 55.00 440.00
contd
B. MACHINERY ( Contd ):
Sl No Unit Amount
in Rs.
contd
2 5 hp pump ( diesel ) Hour 0.50 7.00 3.50
Fuel / Energy charges Hour 0.50 55.00 27.50
3 Needle vibrator 60 mm dia ( petrol ) Hour 8.00 8.00 64.00
Fuel / Energy charges Hour 8.00 15.00 120.00
Total Rs: 991.00
Add for small Tools and Plants @ 1% Rs: 9.91
Add for Contractor's Profit on DPOL / Energy @ 10% Rs: 58.75Add
for Contractor's Overheads @ 5% Rs: 49.55
Total hire charges of Machinery : Rs: 1109.21
C. LABOUR:
Sl No Unit Amount
in Rs.
1 Crew for Concrete mixer Hour 8.00 75.10 600.80
2 Crew for Pump Hour 0.50 35.80 17.90
Description
Rate
Quantity Rate
Perticulars Quantity Rate
Quantity
in Rs.
Description Quantity Rate
in Rs.
in Rs.
in Rs.
Description
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3 Crew for Needle vibrator Hour 8.00 53.30 426.40
4 Mason Class-I Day 1.00 159.00 159.00
5 Maistry Day 1.00 141.50 141.50
6 Heavy mazdoor
for batching materials Day 11.00 132.00 1452.00
for loading mortar pans Day 4.00 132.00 528.00
for laying Day 5.00 132.00 660.00
7 Light mazdoor
for conveying concrete Day 17.00 130.50 2218.50
for cleaning / washing / curing Day 1.00 130.50 130.50
8 Labour for shuttering sqm 52.40 33.17 1737.85
Labour for scaffolding @ 30 % 521.35
Total Rs: 8593.80
Add for small Tools and Plants @ 1% Rs: 85.94
Add for Contractor's Profit @ 10% Rs: 859.38
Add for hidden cost on Labour @ 15% Rs: 1289.07
Add for Contractor's Overheads @ 5% Rs: 429.69
Total cost of Labour : Rs: 11257.88
ABSTRACT:
A. Cost of Materials including royalty charges Rs: 42819.82B.
Hire charges of Machinery Rs: 1109.21
C. Cost of Labour Rs: 11257.88
TOTAL Rs: 55186.91
Add for enabling works @ 1.10% Rs: 607.06
Total cost for 16.65 cum Rs: 55793.97
Rate per cum Rs: 3351.00
Rate approved per cum Rs: 3351.00
Note : For every additional lift of 1.5 m beyond 1.5 m from
surface add / cum Rs: 25.00
SECTION: CANAL C.D WORKS. YEAR : 2010-11 ITEM No: 26.b
ITEM: Providing and laying insitu vibrated M-15( 28 days cube
compressive strength not less than
15 N / sq mm ) grade cement concreteusing 40 mmdown size
approved, clean, hard, graded
aggregates for gravity type retaining walls / abutments
including cost of all materials,
machinery, labour, formwork, scaffolding, cleaning, batching,
mixing, placing in position,
levelling, vibrating, finishing, curing etc., complete with
initiallead upto 50 m and lift upto
1.5 m from surface.( Cement content : 240 kg / cum of concrete
with use of super plasticiser )
Note : If water is to be brought from other place add only lead
charges @ 500 ltr / cum.
DATA:For 1 cum CC :- Coarse aggregates : 0.90 cum Blending ratio
: 50 :30 : 20
Fine aggregate : 0.40 cum Cement content : 240 kg Super
plasticizer : 0.75 ltrWastage : 1 % for cement and 2 % for coarse
& fine aggregates.
Consider 300 / 200 ltr capacity mixer and 50 kg cement per mix
for use of 40 mm down CA.
Equivalent volume batching using 0.3 x 0.3 x 0.3 m size boxes
assumed for batching of
coarse and fine aggregates.
1. Quantity of concrete per shift :
Cycle time for batching / mixing / unloading 1 mix :
Batching 40-20 mm CA ( 0.094 cum ) : 3.50 min
Batching 20-10 mm & 10 mm below CA parellel activity :
---
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Batching fine aggregate parellel activity : ---
Batching cement parellel activity : ---
Loading mixer drum & miscellaneous : 1.00 min
Mixing and unloading parellel activity : ---
Add for possible delays in any of the activity : 0.50 min
Total : 5.00 min
No. of mixes per day with 50 min / hr working ( 50 x 8 / 5 ) :
80 mixes
Output of CC for 80 mixes ( 80 x 50 / 240 ) say : 16.65 cum
Consider 16.65 cum concrete for rate analysis.
2. Requirement of materials:
Cement for mix with 1 % wastage ( 16.65 x 240 x 1.01 ) : 4036
kg
Coarse aggregate 40-20 mm size range ( 16.65 x 0.9 x 0.5 x 1.02
) : 7.65 cum
Coarse aggregate 20-10 mm size range ( 16.65 x 0.9 x 0.3 x 1.02
) : 4.60 cum
Coarse aggregate 10-4.75 mm size ( 16.65 x 0.9 x 0.2 x 1.02 ) :
3.05 cum
Fine aggregate ( 16.65 x 0.4 x 1.02 ) : 6.80 cum
Super plasticiser ( 16.65 x 0.90 x 1.02 ) : 12.75 ltrs
Requirement of machinery :
Deploy 300 / 200 ltr capacity concrete mixer for 8 hours for
production of concrete.
Deploy 1 Needle vibrater 40 mm dia for 8 hours for vibrating
concrete.
Deploy 1 Pump 5 hp for 0.5 hour for water required for concrete
mixing / curing / cleaning etc.
4. Formwork & scaffolding :Consider normal shuttering as
concrete is laid in smaller lifts.
Shuttering at 2.5 sqm / cum of concrete considered for gravity
type walls and abutments.
Shuttering @ 2.5 sqm per cum of concrete ( 19.05 x 2.5 ) : 47.65
sqm
Cost of scaffolding materials considered @ 30 % of cost of
shuttering for abutments.
5. Requirement of workforce ( other than machinery crew ) :
Consider batching of materials and conveyance & laying of
concrete by manual labour.
Maistry ( same as in Item : 8 ) : 1 No.
Mason Class I ( same as in Item : 8 ) : 1 No.
Heavy mazdoor ( same as in Item : 8 with 2 extra mazdoors for
additional lifts ) : 20 Nos.
Light mazdoor for conveying concrete @ 1 per cum : 17 Nos.
Light mazdoor for cleaning, curing & miscellaneous : 1
No.
Labour for shuttering per sqm ( Annexure-B Item-8 ) @ Rs:
33.17
Labour for erection & dismantling scaffolding @ 30 % of cost
of labour for shuttering.
6. Use rate of materials :
Use rate of shuttering per sqm for 40 uses ( Annexure-A Item-8 )
@ Rs: 151.07
Add 5 % extra for fabrication of curved shuttering Rs: 7.55
Total Rs: 158.62
RATE ANALYSIS UNIT : 16.65 cum
A. MATERIALS:
Sl No Unit Amount
in Rs.1 Cement for mix kg 4036.00 4.00 16144.00
Cement for incidentals @ 4 kg / cum kg 77.00 4.00 308.00
2 Coarse aggregate 40-20 mm cum 7.65 381.00 2914.65
Coarse aggregate 20-10 mm cum 4.60 520.00 2392.00
Coarse aggregate 10 mm below cum 3.05 669.00 2040.45
3 Fine aggregate ( screened ) cum 6.80 199.00 1353.20
4 Super Plasticizer ltr 12.75 75.00 956.25
5 Use rate of shuttering for 40 uses sqm 47.65 158.62
7558.17
Perticulars
in Rs.
Quantity Rate
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6 Scaffolding @ 30 % of shuttering 2267.45
Total Rs: 35934.17
Add for small Tools and Plants @ 1% Rs: 359.34
Add for Contractor's Profit @ 10% Rs: 3593.42
Add for Contractor's Overheads @ 5% Rs: 1796.71
Add Royalty charges on CA @ ( Included in material rates ) Rs:
0.00
Add Royalty charges on FA @ ( Included in material rates ) Rs:
0.00
Total cost of Materials : Rs: 41683.64
B. MACHINERY:
Sl No Unit Amount
in Rs.
1 Concrete mixer 300 / 200 ltr ( diesel ) Hour 8.00 42.00
336.00
Fuel / Energy charges Hour 8.00 55.00 440.00
2 5 hp pump ( diesel ) Hour 0.50 7.00 3.50
Fuel / Energy charges Hour 0.50 55.00 27.50
3 Needle vibrator 60 mm dia ( petrol ) Hour 8.00 8.00 64.00
Fuel / Energy charges Hour 8.00 15.00 120.00
Total Rs: 991.00
Add for small Tools and Plants @ 1% Rs: 9.91
Add for Contractor's Profit on DPOL / Energy @ 10% Rs: 58.75Add
for Contractor's Overheads @ 5% Rs: 49.55
Total hire charges of Machinery : Rs: 1109.21
C. LABOUR:
Sl No Unit Amount
in Rs.
1 Crew for Concrete mixer Hour 8.00 75.10 600.80
contd
C. LABOUR ( Contd ):
Sl No Unit Amount
in Rs.
contd
2 Crew for Pump Hour 0.50 35.80 17.90
3 Crew for Needle vibrator Hour 8.00 53.30 426.40
4 Mason Class-I Day 1.00 159.00 159.00
5 Maistry Day 1.00 141.50 141.50
6 Heavy mazdoor
for batching materials Day 11.00 132.00 1452.00
for loading mortar pans Day 4.00 132.00 528.00
for laying Day 5.00 132.00 660.00
7 Light mazdoor
for conveying concrete Day 17.00 130.50 2218.50for cleaning /
washing / curing Day 1.00 130.50 130.50
8 Labour for shuttering sqm 47.65 33.17 1580.31
Labour for scaffolding @ 30 % 474.09
Total Rs: 8389.01
Add for small Tools and Plants @ 1% Rs: 83.89
Add for Contractor's Profit @ 10% Rs: 838.90
Add for hidden cost on Labour @ 15% Rs: 1258.35
Add for Contractor's Overheads @ 5% Rs: 419.45
Description Quantity Rate
Description Quantity Rate
in Rs.
Quantity
in Rs.
Description Rate
in Rs.
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Total cost of Labour : Rs: 10989.60
ABSTRACT:
A. Cost of Materials including royalty charges Rs: 41683.64
B. Hire charges of Machinery Rs: 1109.21
C. Cost of Labour Rs: 10989.60
TOTAL Rs: 53782.45
Add for enabling works @ 1.10% Rs: 591.61
Total cost for 16.65 cum Rs: 54374.06
Rate per cum Rs: 3266.00
Rate approved per cum Rs: 3266.00
Note : For every additional lift of 1.5 m beyond 1.5 m from
surface add / cum Rs: 25.00
SECTION: CANAL C.D WORKS. YEAR : 2010-11 ITEM No: 26.c
ITEM: Providing and laying insitu vibrated M-15( 28 days cube
compressive strength not less than
15 N / sq mm ) grade cement concreteusing 40 mmdown size
approved, clean, hard, graded
aggregates withplacing and sinking plums of size 150 to 80 mm
upto 15 percent for piers
including cost of all materials, machinery, labour, formwork,
scaffolding, cleaning, batching,
mixing, placing in position, levelling, vibrating, finishing,
curing etc., complete with initial leadupto 50 m and lift upto 1.5
m from surface.
( Cement content : 210 kg / cum of plum concrete with use of
super plasticiser )
Note : If water is to be brought from other place add only lead
charges @ 500 ltr / cum.
DATA:For 1 cum CC :- Coarse aggregates : 0.90 cum Blending ratio
: 50 : 30 : 20
Fine aggregate : 0.40 cum Cement content : 247 kg Super
plasticizer : 0.75 ltr
For 1 cum plum CC :- Coarse aggregates : 0.765 cum Blending
ratio : 50 :30 : 20
Fine aggregate : 0.34 cum Cement content : 210 kg Super
plasticizer : 0.65 ltr
Plums of size 150 to 80 mm : 0.21 cum
Wastage : 1 % for cement and 2 % for coarse/ fine aggregates
& plums.
Consider 300 / 200 ltr capacity mixer and 50 kg cement per mix
for use of 40 mm down CA.
Equivalent volume batching using 0.3 x 0.3 x 0.3 m size boxes
assumed for batching CA & FA.
1. Quantity of concrete per shift :
Cycle time for batching / mixing / unloading 1 mix :
Batching 40-20 mm CA ( 0.091 cum ) : 3.50 min
Batching 20-10 mm & 10 mm below CA parellel activity :
---
Batching fine aggregate parellel activity : ---
Batching cement parellel activity : ---
Loading mixer drum & miscellaneous : 1.00 min
Mixing and unloading parellel activity : ---
Add for possible delays in any of the activity : 0.50 minTotal :
5.00 min
No. of mixes per day with 50 min / hr working ( 50 x 8 / 5 ) :
80 mixes
Output of CC for 80 mixes ( 80 x 50 / 247 ) say : 16.20 cum
Quantity of plum concrete for sinking 15 % plums ( 16.20 / 0.85
) : 19.05 cum
Consider 19.05 cum plum concrete for rate analysis.
2. Requirement of materials:
Cement for mix with 1 % wastage ( 19.05 x 210 x 1.01 ) : 4041
kg
Cement for incidental works @ 5 kg / cum ( 19.05 x 5 ) : 77
kg
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Coarse aggregate 40-20 mm size ( 19.05 x 0.765 x 0.5 x 1.02 ) :
7.45 cum
Coarse aggregate 20-10 mm size ( 19.05 x 0.765 x 0.3 x 1.02 ) :
4.45 cum
Coarse aggregate 10-4.75 mm ( 19.05 x 0.765 x 0.2 x 1.02 ) :
2.95 cum
Fine aggregate ( 19.05 x 0.34 x 1.02 ) : 6.60 cum
Plums 150-80 mm size ( 19.05 x 0.21 x 1.02 ) 4.10 cum
Super plasticiser ( 19.05 x 0.65 x 1.02 ) : 12.65 ltrs
3. Requirement of machinery :
Deploy 300 / 200 ltr capacity concrete mixer for 8 hours for
production of concrete.
Deploy 1 Needle vibrater 40 mm dia for 8 hours for vibrating
concrete.
Deploy 1 Pump 5 hp for 0.5 hour for water required for concrete
mixing / curing / cleaning etc.
4. Formwork & scaffolding :
Consider normal shuttering as concrete is laid in smaller
lifts.
Shuttering at 2.75 sqm / cum of concrete considered for
piers.
Shuttering @ 2.75 sqm per cum of concrete ( 19.05 x 2.75 ) :
52.40 sqm
Cost of scaffolding materials considered @ 30 % of cost of
shuttering for piers.
5. Requirement of workforce ( other than machinery crew ) :
Consider batching of materials and conveyance & laying of
concrete by manual labour.
Maistry ( same as in Item : 8 ) : 1 No.
Mason Class I ( same as in Item : 8 ) : 1 No.
Heavy mazdoor ( same as in Item : 8 with 2 extra mazdoors for
additional lifts ) : 20 Nos.
Heavy mazdoor for placing & sinking plums : 2 Nos.Light
mazdoor for conveying concrete @ 1 per cum : 16 Nos.
Light mazdoor for conveying plums : 2 Nos.
Light mazdoor for cleaning, curing & miscellaneous : 1
No.
Labour for shuttering per sqm ( Annexure-B Item-8 ) @ Rs:
33.17
Labour for erection & dismantling scaffolding @ 30 % of cost
of labour for shuttering.
6. Use rate of materials :
Use rate of shuttering per sqm for 40 uses ( Annexure-A Item-8 )
@ Rs: 151.07
Add 5 % extra for fabrication of curved shuttering Rs: 7.55
Total Rs: 158.62
RATE ANALYSIS UNIT : 19.05 cum
A. MATERIALS:
Sl No Unit Amount
in Rs.
1 Cement for mix kg 4041.00 4.00 16164.00
Cement for incidentals @ 4 kg / cum kg 77.00 4.00 308.00
2 Coarse aggregate 40-20 mm cum 7.45 381.00 2838.45
Coarse aggregate 20-10 mm cum 4.45 520.00 2314.00
Coarse aggregate 10 mm below cum 2.95 669.00 1973.55
3 Plums of size 150 to 80 mm cum 4.10 240.00 984.00
4 Fine aggregate ( screened ) cum 6.60 199.00 1313.405 Super
Plasticizer ltr 12.65 75.00 948.75
6 Use rate of shuttering for 40 uses sqm 52.40 158.62
8311.61
7 Scaffolding @ 30 % of shuttering 2493.48
Total Rs: 37649.24
Add for small Tools and Plants @ 1% Rs: 376.49
Add for Contractor's Profit @ 10% Rs: 3764.92
Add for Contractor's Overheads @ 5% Rs: 1882.46
Add Royalty charges on CA @ ( Included in material rates ) Rs:
0.00
RatePerticulars Quantity
in Rs.
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Add Royalty charges on FA @ ( Included in material rates ) Rs:
0.00
Total cost of Materials : Rs: 43673.12
B. MACHINERY:
Sl No Unit Amount
in Rs.
1 Concrete mixer 300 / 200 ltr ( diesel ) Hour 8.00 42.00
336.00
Fuel / Energy charges Hour 8.00 55.00 440.00
2 5 hp pump ( diesel ) Hour 0.50 7.00 3.50
Fuel / Energy charges Hour 0.50 55.00 27.50
3 Needle vibrator 60 mm dia ( petrol ) Hour 8.00 8.00 64.00
Fuel / Energy charges Hour 8.00 15.00 120.00
Total Rs: 991.00
Add for small Tools and Plants @ 1% Rs: 9.91
Add for Contractor's Profit on DPOL / Energy @ 10% Rs: 58.75
Add for Contractor's Overheads @ 5% Rs: 49.55
Total hire charges of Machinery : Rs: 1109.21
C. LABOUR:
Sl No Unit Amount
in Rs.1 Crew for Concrete mixer Hour 8.00 75.10 600.80
2 Crew for Pump Hour 0.50 35.80 17.90
3 Crew for Needle vibrator Hour 8.00 53.30 426.40
4 Mason Class-I Day 1.00 159.00 159.00
contd
C. LABOUR ( Contd ):
Sl No Unit Amount
in Rs.
contd
5 Maistry Day 1.00 141.50 141.50
6 Heavy mazdoor
for batching materials Day 11.00 132.00 1452.00
for loading mortar pans Day 4.00 132.00 528.00
for laying Day 5.00 132.00 660.00
for placing plums Day 2.00 132.00 264.00
7 Light mazdoor
for conveying concrete Day 16.00 130.50 2088.00
for conveying plums Day 2.00 130.50 261.00
for cleaning / washing / curing Day 1.00 130.50 130.50
8 Labour for shuttering sqm 52.40 33.17 1737.85
Labour for scaffolding @ 30 % 521.35
Total Rs: 8988.30Add for small Tools and Plants @ 1% Rs:
89.88
Add for Contractor's Profit @ 10% Rs: 898.83
Add for hidden cost on Labour @ 15% Rs: 1348.24
Add for Contractor's Overheads @ 5% Rs: 449.41
Total cost of Labour : Rs: 11774.67
ABSTRACT:
A. Cost of Materials including royalty charges Rs: 43673.12
in Rs.
in Rs.
Quantity Rate
RateQuantityDescription
Description
Description
in Rs.
Quantity Rate
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B. Hire charges of Machinery Rs: 1109.21
C. Cost of Labour Rs: 11774.67
TOTAL Rs: 56557.00
Add for enabling works @ 1.10% Rs: 622.13
Total cost for 19.05 cum Rs: 57179.13
Rate per cum Rs: 3002.00
Rate approved per cum Rs: 3002.00
Note : For every additional lift of 1.5 m beyond 1.5 m from
surface add / cum Rs: 25.00
SECTION: CANAL C.D WORKS. YEAR : 2010-11 ITEM No: 26.d
ITEM: Providing and laying insitu vibrated M-15( 28 days cube
compressive strength not less than
15 N / sq mm ) grade cement concreteusing 40 mmdown size
approved, clean, hard, graded
aggregates withplacing and sinking plums of size 150 to 80 mm
upto 15 percent for gravity
type retaining walls / abutments etc., including cost of all
materials, machinery, labour,
formwork, scaffolding, cleaning, batching, mixing, placing in
position, levelling, vibrating,
finishing, curing etc.,complete with initiallead upto 50 m and
lift upto 1.5 m from surface.
( Cement content : 210 kg / cum of plum concrete with use of
super plasticiser )
Note : If water is to be brought from other place add only lead
charges @ 500 ltr / cum.
DATA:For 1 cum CC :- Coarse aggregates : 0.90 cum Blending ratio
: 50 : 30 : 20
Fine aggregate : 0.40 cum Cement content : 247 kg Super
plasticizer : 0.75 ltr
For 1 cum plum CC :- Coarse aggregates : 0.765 cum Blending
ratio : 50 :30 : 20
Fine aggregate : 0.34 cum Cement content : 210 kg Super
plasticizer : 0.65 ltr
Plums of size 150 to 80 mm : 0.21 cum
Wastage : 1 % for cement and 2 % for coarse/ fine aggregates
& plums.
Consider 300 / 200 ltr capacity mixer and 50 kg cement per mix
for use of 40 mm down CA.
Equivalent volume batching using 0.3 x 0.3 x 0.3 m size boxes
assumed for batching CA & FA.
1. Quantity of concrete per shift :
Cycle time for batching / mixing / unloading 1 mix :
Batching 40-20 mm CA ( 0.091 cum ) : 3.50 min
Batching 20-10 mm & 10 mm below CA parellel activity :
---
Batching fine aggregate parellel activity : ---
Batching cement parellel activity : ---
Loading mixer drum & miscellaneous : 1.00 min
Mixing and unloading parellel activity : ---
Add for possible delays in any of the activity : 0.50 min
Total : 5.00 min
No. of mixes per day with 50 min / hr working ( 50 x 8 / 5 ) :
80 mixes
Output of CC for 80 mixes ( 80 x 50 / 247 ) say : 16.20 cum
Quantity of plum concrete for sinking 15 % plums ( 16.20 / 0.85
) : 19.05 cumConsider 19.05 cum plum concrete for rate
analysis.
2. Requirement of materials:
Cement for mix with 1 % wastage ( 19.05 x 210 x 1.01 ) : 4041
kg
Cement for incidental works @ 5 kg / cum ( 19.05 x 5 ) : 77
kg
Coarse aggregate 40-20 mm size ( 19.05 x 0.765 x 0.5 x 1.02 ) :
7.45 cum
Coarse aggregate 20-10 mm size ( 19.05 x 0.765 x 0.3 x 1.02 ) :
4.45 cum
Coarse aggregate 10-4.75 mm ( 19.05 x 0.765 x 0.2 x 1.02 ) :
2.95 cum
Fine aggregate ( 19.05 x 0.34 x 1.02 ) : 6.60 cum
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Plums 150-80 mm size ( 19.05 x 0.21 x 1.02 ) 4.10 cum
Super plasticiser ( 19.05 x 0.65 x 1.02 ) : 12.65 ltrs
3. Requirement of machinery :
Deploy 300 / 200 ltr capacity concrete mixer for 8 hours for
production of concrete.
Deploy 1 Needle vibrater 40 mm dia for 8 hours for vibrating
concrete.
Deploy 1 Pump 5 hp for 0.5 hour for water required for concrete
mixing / curing / cleaning etc.
4. Formwork & scaffolding :
Consider normal shuttering as concrete is laid in smaller
lifts.
Shuttering at 2.5 sqm / cum of concrete considered for gravity
type walls and abutments.
Shuttering @ 2.5 sqm per cum of concrete ( 19.05 x 2.5 ) : 47.65
sqm
Cost of scaffolding materials considered @ 30 % of cost of
shuttering for abutments.
5. Requirement of workforce ( other than machinery crew ) :
Consider batching of materials and conveyance & laying of
concrete by manual labour.
Maistry ( same as in Item : 8 ) : 1 No.
Mason Class I ( same as in Item : 8 ) : 1 No.
Heavy mazdoor ( same as in Item : 8 with 2 extra mazdoors for
additional lifts ) : 20 Nos.
Heavy mazdoor for placing & sinking plums : 2 Nos.
Light mazdoor for conveying concrete @ 1 per cum : 16 Nos.
Light mazdoor for conveying plums : 2 Nos.
Light mazdoor for cleaning, curing & miscellaneous : 1
No.
Labour for shuttering per sqm ( Annexure-B Item-8 ) @ Rs:
33.17Labour for erection & dismantling scaffolding @ 30 % of
cost of labour for shuttering.
6. Use rate of materials :
Use rate of shuttering per sqm for 40 uses ( Annexure-A Item-8 )
@ Rs: 151.07
RATE ANALYSIS UNIT : 19.05 cum
A. MATERIALS:
Sl No Unit Amount
in Rs.
1 Cement for mix kg 4041.00 4.00 16164.00
Cement for incidentals @ 4 kg / cum kg 77.00 4.00 308.00
2 Coarse aggregate 40-20 mm cum 7.45 381.00 2838.45
Coarse aggregate 20-10 mm cum 4.45 520.00 2314.00
Coarse aggregate 10 mm below cum 2.95 669.00 1973.55
3 Plums of size 150 to 80 mm cum 4.10 240.00 984.00
4 Fine aggregate ( screened ) cum 6.60 199.00 1313.40
5 Super Plasticizer ltr 12.65 75.00 948.75
6 Use rate of shuttering for 40 uses sqm 47.65 151.07
7198.26
7 Scaffolding @ 30 % of shuttering 2159.48
Total Rs: 36201.89
Add for small Tools and Plants @ 1% Rs: 362.02
Add for Contractor's Profit @ 10% Rs: 3620.19
Add for Contractor's Overheads @ 5% Rs: 1810.09
Add Royalty charges on CA @ ( Included in material rates ) Rs:
0.00Add Royalty charges on FA @ ( Included in material rates ) Rs:
0.00
Total cost of Materials : Rs: 41994.19
B. MACHINERY:
Sl No Unit Amount
in Rs.
1 Concrete mixer 300 / 200 ltr ( diesel ) Hour 8.00 42.00
336.00
Fuel / Energy charges Hour 8.00 55.00 440.00
Description Quantity
Rate
Rate
Perticulars Quantity
in Rs.
in Rs.
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2 5 hp pump ( diesel ) Hour 0.50 7.00 3.50
Fuel / Energy charges Hour 0.50 55.00 27.50
3 Needle vibrator 60 mm dia ( petrol ) Hour 8.00 8.00 64.00
Fuel / Energy charges Hour 8.00 15.00 120.00
Total Rs: 991.00
Add for small Tools and Plants @ 1% Rs: 9.91
Add for Contractor's Profit on DPOL / Energy @ 10% Rs: 58.75
Add for Contractor's Overheads @ 5% Rs: 49.55
Total hire charges of Machinery : Rs: 1109.21
C. LABOUR:
Sl No Unit Amount
in Rs.
1 Crew for Concrete mixer Hour 8.00 75.10 600.80
2 Crew for Pump Hour 0.50 35.80 17.90
3 Crew for Needle vibrator Hour 8.00 53.30 426.40
4 Mason Class-I Day 1.00 159.00 159.00
5 Maistry Day 1.00 141.50 141.50
6 Heavy mazdoor
for batching materials Day 11.00 132.00 1452.00
for loading mortar pans Day 4.00 132.00 528.00for laying Day
5.00 132.00 660.00
contd
C. LABOUR ( Contd ):
Sl No Unit Amount
in Rs.
contd
for placing plums Day 2.00 132.00 264.00
7 Light mazdoor
for conveying concrete Day 16.00 130.50 2088.00
for conveying plums Day 2.00 130.50 261.00
for cleaning / washing / curing Day 1.00 130.50 130.50
8 Labour for shuttering sqm 52.40 33.17 1737.85
Labour for scaffolding @ 30 % 521.35
Total Rs: 8988.30
Add for small Tools and Plants @ 1% Rs: 89.88
Add for Contractor's Profit @ 10% Rs: 898.83
Add for hidden cost on Labour @ 15% Rs: 1348.24
Add for Contractor's Overheads @ 5% Rs: 449.41
Total cost of Labour : Rs: 11774.67
ABSTRACT:
A. Cost of Materials including royalty charges Rs: 41994.19B.
Hire charges of Machinery Rs: 1109.21
C. Cost of Labour Rs: 11774.67
TOTAL Rs: 54878.07
Add for enabling works @ 1.10% Rs: 603.66
Total cost for 19.05 cum Rs: 55481.73
Rate per cum Rs: 2912.00
Rate approved per cum Rs: 2912.00
in Rs.
Description
Description Quantity
in Rs.
Quantity Rate
Rate
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Note : For every additional lift of 1.5 m beyond 1.5 m from
surface add / cum Rs: 25.00
SECTION: CANAL C.D WORKS. YEAR : 2010-11 ITEM No: 27
ITEM: Providing and laying insitu vibrated M-15( 28 days cube
compressive strength not less than
15 N / sq mm ) grade cement concreteusing 40 mmdown size
approved, clean, hard,graded
aggregates for cast in-situ pipesincluding cost of all
materials, machinery, labour, cleaning,
batching, mixing, placing in position, levelling, vibrating,
finishing, curing etc., complete with
initial lead upto 50 m and all lifts. ( Cement content : 240 kg
/ cum with use of super
plasticiser )
Note : If water is to be brought from other place add only lead
charges @ 500 ltr / cum.
DATA:For 1 cum CC :- Coarse aggregates : 0.90 cum Blending ratio
: 50 :30 : 20
Fine aggregate : 0.40 cum Cement content : 240 kg Super
plasticizer : 0.75 ltr
Wastage : 1 % for cement and 2 % for coarse & fine
aggregates.
Consider 300 / 200 ltr capacity mixer and 50 kg cement per mix
for use of 40 mm down CA.
Equivalent volume batching using 0.3 x 0.3 x 0.3 m size boxes
assumed for batching CA & FA.
1. Quantity of concrete per shift :
Cycle time for batching / mixing / unloading 1 mix :
Batching 40-20 mm CA ( 0.094 cum ) : 3.50 minBatching 20-10 mm
& 10 mm below CA parellel activity : ---
Batching fine aggregate parellel activity : ---
Batching cement parellel activity : ---
Loading mixer drum & miscellaneous : 1.00 min
Mixing and unloading parellel activity : ---
Add for possible delays in any of the activity : 0.50 min
Total : 5.00 min
No. of mixes per day with 50 min / hr working ( 50 x 8 / 5 ) :
80 mixes
Output of CC for 80 mixes ( 80 x 50 / 240 ) say : 16.65 cum
Consider 16.65 cum concrete for rate analysis.
2. Requirement of materials:
Cement for mix with 1 % wastage ( 16.65 x 240 x 1.01 ) : 4036
kg
Cement for incidental works @ 5 kg / cum ( 16.65 x 5 ) : 83
kg
Coarse aggregate 40-20 mm size range ( 16.65 x 0.9 x 0.5 x 1.02
) : 7.65 cum
Coarse aggregate 20-10 mm size range ( 16.65 x 0.9 x 0.3 x 1.02
) : 4.60 cum
Coarse aggregate 10-4.75 mm size ( 16.65 x 0.9 x 0.2 x 1.02 ) :
3.05 cum
Fine aggregate ( 16.65 x 0.4 x 1.02 ) : 6.80 cum
Super plasticiser ( 16.65 x 0.75 x 1.02 ) : 12.75 ltrs
3. Requirement of machinery :
Deploy 300 / 200 ltr capacity concrete mixer for 8 hours for
production of concrete.
Deploy 1 Needle vibrater 40 mm dia for 8 hours for vibrating
concrete.
Deploy 1 Pump 5 hp for 0.5 hour for water required for concrete
mixing / curing / cleaning etc.4. Formwork & scaffolding :
Consider normal shuttering as concrete is laid in smaller
lifts.
Shuttering at 2 sqm / cum of concrete considered for cast
in-situ mass concrete pipes.
Shuttering @ 2 sqm per cum of concrete ( 16.65 x 2 ) : 33.30
sqm
Cost of scaffolding materials considered @ 15 % of cost of
shuttering for cast in-situ pipes.
5. Requirement of workforce ( other than machinery crew ) :
Consider batching of materials and conveyance & laying of
concrete by manual labour.
Maistry ( same as in Item : 8 ) : 1 No.
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Mason Class I ( same as in Item : 8 ) : 1 No.
Heavy mazdoor ( same as in Item : 8 ) : 18 Nos.
Light mazdoor for conveying concrete @ 1 per cum : 17 Nos.
Light mazdoor for cleaning, curing & miscellaneous : 1
No.
Labour for shuttering per sqm ( Annexure-B Item-8 ) @ Rs:
33.17
Labour for erection & dismantling scaffolding @ 15 % of cost
of labour for shuttering.
6. Use rate of materials :
Use rate of shuttering per sqm for 40 uses ( Annexure-A Item-8 )
@ Rs: 151.07
Rs: 7.55
Rs: 158.62
RATE ANALYSIS UNIT : 16.65 cum
A. MATERIALS:
Sl No Unit Amount
in Rs.
1 Cement for mix kg 4036.00 4.00 16144.00
Cement for incidentals @ 5 kg / cum kg 83.00 4.00 332.00
2 Coarse aggregate 40-20 mm cum 7.65 381.00 2914.65
Coarse aggregate 20-10 mm cum 4.60 520.00 2392.00
Coarse aggregate 10 mm below cum 3.05 669.00 2040.45
contd
A. MATERIALS ( Contd ):
Sl No Unit Amount
in Rs.
contd
3 Fine aggregate ( screened ) cum 6.80 199.00 1353.20
4 Super Plasticizer ltr 12.75 75.00 956.25
5 Use rate of shuttering for 40 uses sqm 33.30 158.62
5282.00
Scaffolding @ 15 % of shuttering 792.30
6 Sundries LS 0.50 30.00 15.00
Total Rs: 32221.85
Add for small Tools and Plants @ 1% Rs: 322.22
Add for Contractor's Profit @ 10% Rs: 3222.18
Add for Contractor's Overheads @ 5% Rs: 1611.09
Add Royalty charges on CA @ ( Included in material rates ) Rs:
0.00
Add Royalty charges on FA @ ( Included in material rates ) Rs:
0.00
Total cost of Materials : Rs: 37377.34
B. MACHINERY:
Sl No Unit Amount
in Rs.
1 Concrete mixer 300 / 200 ltr ( diesel ) Hour 8.00 42.00
336.00
Fuel / Energy charges Hour 8.00 55.00 440.002 5 hp pump ( diesel
) Hour 0.50 7.00 3.50
Fuel / Energy charges Hour 0.50 55.00 27.50
3 Needle vibrator 40 mm dia ( petrol ) Hour 8.00 8.00 64.00
Fuel / Energy charges Hour 8.00 15.00 120.00
Total Rs: 991.00
Add for small Tools and Plants @ 1% Rs: 9.91
Add for Contractor's Profit on DPOL / Energy @ 10% Rs: 58.75
Add for Contractor's Overheads @ 5% Rs: 49.55
Perticulars Quantity Rate
in Rs.
Perticulars
Description
in Rs.
Quantity Rate
Quantity Rate
in Rs.
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Total hire charges of Machinery : Rs: 1109.21
C. LABOUR:
Sl No Unit Amount
in Rs.
1 Crew for Concrete mixer Hour 8.00 75.10 600.80
2 Crew for Pump Hour 0.50 35.80 17.90
3 Crew for Needle vibrator Hour 8.00 53.30 426.40
4 Mason Class-I Day 1.00 159.00 159.00
5 Maistry Day 1.00 141.50 141.50
6 Heavy mazdoor
for batching materials Day 11.00 132.00 1452.00
for loading mortar pans and for laying Day 7.00 132.00
924.00
7 Light mazdoor
for conveying concrete Day 17.00 130.50 2218.50
for cleaning / washing / curing Day 1.00 130.50 130.50
8 Labour for shuttering sqm 33.30 33.17 1104.39
Labour for scaffolding @ 15 % 165.66
Total Rs: 7340.65
contd
C. LABOUR ( Contd ):
Sl No Unit Amount
in Rs.
contd
Add for small Tools and Plants @ 1% Rs: 73.41
Add for Contractor's Profit @ 10% Rs: 734.07
Add for hidden cost on Labour @ 15% Rs: 1101.10
Add for Contractor's Overheads @ 5% Rs: 367.03
Total cost of Labour : Rs: 9616.26
ABSTRACT:
A. Cost of Materials including royalty charges Rs: 37377.34
B. Hire charges of Machinery Rs: 1109.21
C. Cost of Labour Rs: 9616.26
TOTAL Rs: 48102.81
Add for enabling works @ 1.10% Rs: 529.13
Total cost for 16.65 cum Rs: 48631.94
Rate per cum Rs: 2921.00
Rate approved per cum Rs: 2921.00
SECTION: CANAL C.D WORKS. YEAR : 2010-11 ITEM No: 28
ITEM: Providing and laying insitu vibratedM-15( 28 days cube
compressive strength not less than15 N / sq mm ) gradecement
concreteusing 80 mm down size approved, clean, hard, graded
aggregatesfor cast in-situ pipes including cost of all
materials, labour, machinery, formwork,
cleaning, batching, mixing, placing in position, levelling,
vibrating, finishing, curing etc.,
complete with initial lead upto 50 m and all lifts.( Cement
content : 210 kg / cum with use of
super plasticiser )
Note : If water is to be brought from other place add only lead
charges @ 500 ltr / cum.
Rate
Description
in Rs.
Quantity
in Rs.
Rate
Description
Quantity
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DATA:For 1 cum CC :- Coarse aggregates : 0.98 cum Blending ratio
: 35 :30 : 20 : 15
Fine aggregate : 0.35 cum Cement content : 210 kg Super
plasticizer : 0.65 ltr
Wastage : 1 % for cement and 2 % for coarse & fine
aggregates.
Consider 600 / 400 ltr capacity mixer and 100 kg cement per mix
for use of 80 mm down CA.
Equivalent volume batching using 0.3 x 0.3 x 0.3 m size boxes
assumed for batching CA & FA.
1. Quantity of concrete per shift :
Cycle time for batching / mixing / unloading 1 mix :
Batching 80-40 mm & 10 mm below CA ( 0.233 cum ) : 9.00
min
Batching 40-20 mm & 20-10 mm below CA parellel activity :
---
Batching fine aggregate parellel activity : ---
Batching cement parellel activity : ---
Loading mixer drum & miscellaneous : 1.50 min
Mixing and unloading parellel activity : ---
Add for unforeseen delay in any of the activity : 0.50 min
Total : 11.00 min
No. of mixes per day with 50 min / hr working ( 50 x 8 / 11 ) :
36 mixes
Output of CC for 36 mixes ( 36 x 100 / 210 ) say : 17.15 cum
Consider 17.15 cum concrete for rate analysis.
2. Requirement of materials:
Cement for mix with 1 % wastage ( 17.15 x 210 x 1.01 ) : 3638
kg
Cement for incidental works @ 5 kg / cum ( 17.15 x 5 ) : 86
kg
Coarse aggregate 80-40 mm size ( 17.15 x 0.98 x 0.35 x 1.02 ) :
6.00 cum
Coarse aggregate 40-20 mm size ( 17.15 x 0.98 x 0.3 x 1.02 ) :
5.15 cum
Coarse aggregate 20-10 mm size ( 17.15 x 0.98 x 0.2 x 1.02 ) :
3.40 cum
Coarse aggregate 10-4.75 mm size ( 17.15 x 0.98 x 0.15 x 1.02 )
: 2.55 cum
Fine aggregate ( 17.15 x 0.35 x 1.02 ) : 6.10 cum
Super plasticiser ( 17.15 x 0.65 x 1.02 ) : 11.35 ltrs
3. Requirement of machinery :
Deploy 600 / 400 ltr capacity concrete mixer for 8 hours for
production of concrete.
Deploy 1 Needle vibrater 60 mm dia for 8 hours for vibrating
concrete.
Deploy 1 Pump 5 hp for 0.5 hour for water required for concrete
mixing / curing / cleaning etc.
4. Formwork & scaffolding :
Consider normal shuttering as concrete is laid in smaller
lifts.
Shuttering at 2.00 sqm / cum of concrete considered for cast
in-situ mass concrete pipes.
Shuttering @ 2 sqm per cum of concrete ( 17.15 x 2 ) : 34.30
sqm
Cost of scaffolding materials considered @ 15 % of cost of
shuttering for cast in-situ pipes.
5. Requirement of workforce ( other than machinery crew ) :
Consider batching of materials and conveyance & laying of
concrete by manual labour.
Maistry ( same as in Item : 9 ) : 1 No.
Mason Class I ( same as in Item : 9 ) : 1 No.
Heavy mazdoor ( same as in Item : 9 ) : 18 Nos.
Light mazdoor for conveying concrete @ 1 per cum : 17 Nos.Light
mazdoor for cleaning, curing & miscellaneous : 1 No.
Labour for shuttering per sqm ( Annexure-B Item-8 ) @ Rs:
33.17
Labour for erection & dismantling scaffolding @ 15 % of cost
of labour for shuttering.
6. Use rate of materials :
Use rate of shuttering per sqm for 40 uses ( Annexure-A Item-8 )
@ Rs: 151.07
Add 5 % extra for fabrication of curved shuttering Rs: 7.55
Total Rs: 158.62
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RATE ANALYSIS UNIT : 17.15 cum
A. MATERIALS:
Sl No Unit Amount
in Rs.
1 Cement for mix kg 3638.00 4.00 14552.00
Cement for incidentals @ 5 kg / cum kg 86.00 4.00 344.00
2 Coarse aggregate 80-40 mm cum 6.00 267.00 1602.00
Coarse aggregate 40-20 mm cum 5.15 381.00 1962.15
Coarse aggregate 20-10 mm cum 3.40 520.00 1768.00
Coarse aggregate 10 mm below cum 2.55 669.00 1705.95
3 Fine aggregate ( screened ) cum 6.10 199.00 1213.90
4 Super Plasticizer ltr 11.35 75.00 851.25
5 Use rate of shuttering for 40 uses sqm 34.30 158.62
5440.61
6 Scaffolding @ 15 % of shuttering 816.09
Total Rs: 30255.96
Add for small Tools and Plants @ 1% Rs: 302.56
Add for Contractor's Profit @ 10% Rs: 3025.60
contd
A. MATERIALS ( Contd ):
Sl No Unit Amount
in Rs.
contd
Add for Contractor's Overheads @ 5% Rs: 1512.80
Add Royalty charges on CA @ ( Included in material rates ) Rs:
0.00
Add Royalty charges on FA @ ( Included in material rates ) Rs:
0.00
Total cost of Materials : Rs: 35096.91
B. MACHINERY:
Sl No Unit Amount
in Rs.
1 Concrete mixer 600 / 400 ltr ( diesel ) Hour 8.00 84.00
672.00
Fuel / Energy charges Hour 8.00 110.00 880.00
2 5 hp pump ( diesel ) Hour 0.50 7.00 3.50
Fuel / Energy charges Hour 0.50 55.00 27.50
3 Needle vibrator 60 mm dia ( petrol ) Hour 8.00 9.00 72.00
Fuel / Energy charges Hour 8.00 23.00 184.00
Total Rs: 1839.00
Add for small Tools and Plants @ 1% Rs: 18.39
Add for Contractor's Profit on DPOL / Energy @ 10% Rs:
109.15
Add for Contractor's Overheads @ 5% Rs: 91.95
Total hire charges of Machinery : Rs: 2058.49
C. LABOUR:Sl No Unit Amount
in Rs.
1 Crew for Concrete mixer Hour 8.00 75.10 600.80
2 Crew for Pump Hour 0.50 35.80 17.90
3 Crew for Needle vibrator Hour 8.00 53.30 426.40
4 Mason Class-I Day 1.00 159.00 159.00
5 Maistry Day 1.00 141.50 141.50
6 Heavy mazdoor
Quantity Rate
Description
Description
Perticulars
Perticulars
in Rs.
Rate
in Rs.
Quantity Rate
in Rs.
Quantity Rate
in Rs.
Quantity
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for batching materials Day 11.00 132.00 1452.00
for loading mortar pans Day 4.00 132.00 528.00
for laying Day 3.00 132.00 396.00
7 Light mazdoor
for conveying concrete Day 17.00 130.50 2218.50
for cleaning / washing / curing Day 1.00 130.50 130.50
8 Labour cost for shuttering sqm 34.30 33.17 1137.56
Labour cost for scaffolding @ 15 % 170.63
Total Rs: 7378.79
Add for small Tools and Plants @ 1% Rs: 73.79
Add for Contractor's Profit @ 10% Rs: 737.88
Add for hidden cost on Labour @ 15% Rs: 1106.82
Add for Contractor's Overheads @ 5% Rs: 0.00
Total cost of Labour : Rs: 9297.28
ABSTRACT:
A. Cost of Materials including royalty charges Rs: 35096.91
B. Hire charges of Machinery Rs: 2058.49
C. Cost of Labour Rs: 9297.28
TOTAL Rs: 46452.68
Add for enabling works @ 1.10% Rs: 510.98
Total cost for 17.15 cum Rs: 46963.66
Rate per cum Rs: 2738.00
Rate approved per cum Rs: 2738.00
SECTION: CANAL C.D WORKS. YEAR : 2010-11 ITEM No: 29
ITEM: Providing and laying insitu vibrated M-20 ( 28 days cube
compressive strength not less than
20 N / sq mm ) grade cement concreteusing20 mmdown size
approved, clean, hard, graded
aggregates for deck slab & kerbincluding cost of all
materials,machinery, labour, formwork,
scaffolding, cleaning, batching, mixing, placing in position,
levelling, vibrating, finishing, curing
etc., complete with initial lead upto 50 m and lift upto 1.5 m
from surface. ( Cement content :
330 kg / cum with use of super plasticiser )
Note : If water is to be brought from other place add only lead
charges @ 500 ltr / cum.
DATA:For 1 cum CC :- Coarse aggregates : 0.80 cum Blending ratio
: 65 :35
Fine aggregate : 0.45 cum Cement content : 330 kg Super
plasticizer : 1.00 ltr
Wastage : 1 % for cement and 2 % for coarse & fine
aggregates.
Consider 300 / 200 ltr capacity mixer and 50 kg cement per mix
for use of 20 mm down CA.
Equivalent volume batching using 0.3 x 0.3 x 0.3 m size boxes
assumed for batching CA & FA.
1. Quantity of concrete per shift :
Cycle time for batching / mixing / unloading 1 mix :Batching
20-10 mm CA ( 0.079 cum ) : 3.00 min
Batching 10 mm & below CA parellel activity : ---
Batching fine aggregate parellel activity : ---
Batching cement parellel activity : ---
Loading mixer drum & miscellaneous : 1.00 min
Mixing and unloading parellel activity : ---
Add for unforeseen delay in any of the activity : 0.50 min
Total : 4.50 min
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No. of mixes per day with 50 min / hr working ( 50 x 8 / 4.5 ) :
89 mixes
Output of CC for 89 mixes ( 89 x 50 / 330 ) say : 13.50 cum
Consider 13.50 cum concrete for rate analysis.
2. Requirement of materials:
Cement for mix with 1 % wastage ( 13.50 x 330 x 1.01 ) : 4500
kg
Cement for incidental works @ 5 kg / cum ( 13.50 x 5 ) : 68
kg
Coarse aggregate 20-10 mm size range ( 13.50 x 0.8 x 0.65 x 1.02
) : 7.15 cum
Coarse aggregate 10-4.75 mm size ( 13.50 x 0.8 x 0.35 x 1.02 ) :
3.85 cum
Fine aggregate ( 13.50 x 0.45 x 1.02 ) : 6.20 cum
Super plasticiser ( 13.50 x 1.00 x 1.02 ) : 13.90 ltrs
3. Requirement of machinery :
Deploy 300 / 200 ltr capacity concrete mixer for 8 hours for
production of concrete.
Deploy 1 Needle vibrater 40 mm dia for 8 hours for vibrating
concrete.
Deploy 1 Pump 5 hp for 0.5 hour for water required for concrete
mixing / curing / cleaning etc.
4. Formwork & scaffolding :
Consider normal shuttering as concrete is laid in smaller
lifts.
Shuttering at 4 sqm / cum of concrete considered for deck slab
and kerb.
Shuttering @ 4 sqm per cum of concrete ( 13.50 x 4 ) : 54
sqm
Cost of scaffolding materials considered @ 85 % of cost of
shuttering for deck slab & kerb.
5. Requirement of workforce ( other than machinery crew ) :
Consider batching of materials and conveyance & laying of
concrete by manual labour.
Maistry ( same as in Item : 14 ) : 1 No.
Mason Class I : 2 No.
Heavy mazdoor ( same as in Item : 14 excluding 2 mazdoors for
lifting CC ) : 17 Nos.
Light mazdoor for conveying concrete @ 1 per cum : 14 Nos.
Light mazdoor for cleaning, curing & miscellaneous : 1
No.
Labour for shuttering per sqm ( Annexure-B Item-8 ) @ Rs:
33.17
Labour for erection & dismantling scaffolding @ 85 % of cost
of labour for shuttering.
6. Use rate of materials :
Use rate of shuttering per sqm for 30 uses ( Annexure-A Item-8 )
@ Rs: 186.42
RATE ANALYSIS UNIT : 13.50 cum
A. MATERIALS:
Sl No Unit Amount
in Rs.
1 Cement for mix kg 4500.00 4.00 18000.00
Cement for incidentals @ 5 kg / cum kg 68.00 4.00 272.00
2 Coarse aggregate 20-10 mm cum 7.15 520.00 3718.00
Coarse aggregate 10 mm below cum 3.85 669.00 2575.65
3 Fine aggregate ( screened ) cum 6.20 199.00 1233.80
4 Super Plasticizer ltr 13.90 75.00 1042.50
5 Use rate of shuttering for 30 uses sqm 54.00 186.42
10066.70
Scaffolding @ 85 % of shuttering 8556.696 Sundries LS 10.00
30.00 300.00
Total Rs: 45765.34
Add for small Tools and Plants @ 1% Rs: 457.65
Add for Contractor's Profit @ 10% Rs: 4576.53
Add for Contractor's Overheads @ 5% Rs: 2288.27
Add Royalty charges on CA @ ( Included in material rates ) Rs:
0.00
Add Royalty charges on FA @ ( Included in material rates ) Rs:
0.00
Total cost of Materials : Rs: 53087.79
Perticulars Quantity Rate
in Rs.
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CANAL CD WORKS
B. MACHINERY:
Sl No Unit Amount
in Rs.
1 Concrete mixer 300 / 200 ltr ( diesel ) Hour 8.00 42.00
336.00
Fuel / Energy charges Hour 8.00 55.00 440.00
2 5 hp pump ( diesel ) Hour 0.50 7.00 3.50
Fuel / Energy charges Hour 0.50 55.00 27.50
3 Needle vibrator 40 mm dia ( petrol ) Hour 8.00 8.00 64.00
Fuel / Energy charges Hour 8.00 15.00 120.00
Total Rs: 991.00
Add for small Tools and Plants @ 1% Rs: 9.91
Add for Contractor's Profit on DPOL / Energy @ 10% Rs: 58.75
Add for Contractor's Overheads @ 5% Rs: 49.55
Total hire charges of Machinery : Rs: 1109.21
C. LABOUR:Sl No Unit Amount
in Rs.
1 Crew for Concrete mixer Hour 8.00 75.10 600.80
2 Crew for Pump Hour 0.50 35.80 17.90
3 Crew for Needle vibrator Hour 8.00 53.30 426.40
4 Mason Class-I Day 2.00 159.00 318.00
5 Maistry Day 1.00 141.50 141.50
6 Heavy mazdoor
for batching materials Day 10.00 132.00 1320.00
for loading mortar pans Day 4.00 132.00 528.00
for laying Day 3.00 132.00 396.00
7 Light mazdoor
for conveying concrete Day 14.00 130.50 1827.00
for cleaning / washing / curing Day 1.00 130.50 130.50
8 Labour cost for shuttering sqm 54.00 33.17 1790.91
Labour cost for scaffolding @ 85 % 1522.27
Total Rs: 9019.28
Add for small Tools and Plants @ 1% Rs: 90.19
Add for Contractor's Profit @ 10% Rs: 901.93
Add for hidden cost on Labour @ 15% Rs: 1352.89
Add for Contractor's Overheads @ 5% Rs: 450.96
Total cost of Labour : Rs: 11815.26
ABSTRACT:
A. Cost of Materials including royalty charges Rs: 53087.79
B. Hire charges of Machinery Rs: 1109.21
C. Cost of Labour Rs: 11815.26TOTAL Rs: 66012.26
Add for enabling works @ 1.10% Rs: 726.13
Total cost for 13.50 cum Rs: 66738.40
Rate per cum Rs: 4944.00
Rate approved per cum Rs: 4944.00
Note : For every additional lift of 1.5 m beyond 1.5 m from
surface add / cum Rs: 25.00
Description
in Rs.
Quantity Rate
Description Quantity Rate
in Rs.
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CANAL CD WORKS
SECTION: CANAL C.D WORKS. YEAR : 2010-11 ITEM No: 30.a
ITEM: Providing and laying insitu vibratedM-20( 28 days cube
compressive strength not less than
20 N / sq mm ) gradecement concreteusing 20 mmdown size
approved, clean, hard, graded
aggregates for columns including cost of all materials, labour,
machinery, formwork,
scaffolding, cleaning, batching, mixing, placing in position,
levelling, vibrating, finishing, curing
etc.,complete with initial lead upto 50 m and lift upto 1.5 m
from surface. ( cement content :
330 kg / cum with use of super plasticiser )
Note : If water is to be brought from other place add only lead
charges @ 500 ltr / cum.
DATA:For 1 cum CC :- Coarse aggregates : 0.80 cum Blending ratio
: 65 :35
Fine aggregate : 0.45 cum Cement content : 330 kg Super
plasticizer : 1.00 ltr
Wastage : 1 % for cement and 2 % for coarse & fine
aggregates.
Consider 300 / 200 ltr capacity mixer and 50 kg cement per mix
for use of 20 mm down CA.
Equivalent volume batching using 0.3 x 0.3 x 0.3 m size boxes
assumed for batching CA & FA.1. Quantity of concrete per shift
:
Cycle time for batching / mixing / unloading 1 mix :
Batching 20-10 mm CA ( 0.079 cum ) : 3.00 min
Batching 10 mm & below CA parellel activity : ---
Batching fine aggregate parellel activity : ---
Batching cement parellel activity : ---
Loading mixer drum & miscellaneous : 1.00 min
Mixing and unloading parellel activity : ---
Add for unforeseen delay in any of the activity : 0.50 min
Total : 4.50 min
No. of mixes per day with 50 min / hr working ( 50 x 8 / 4.5 ) :
89 mixes
Output of CC for 89 mixes ( 89 x 50 / 330 ) say : 13.50 cum
Consider 13.50 cum concrete for rate analysis.
2. Requirement of materials:
Cement for mix with 1 % wastage ( 13.50 x 330 x 1.01 ) : 4500
kg
Cement for incidental works @ 5 kg / cum ( 13.50 x 5 ) : 68
kg
Coarse aggregate 20-10 mm size range ( 13.50 x 0.8 x 0.65 x 1.02
) : 7.15 cum
Coarse aggregate 10-4.75 mm size ( 13.50 x 0.8 x 0.35 x 1.02 ) :
3.85 cum
Fine aggregate ( 13.50 x 0.45 x 1.02 ) : 6.20 cum
Super plasticiser ( 13.50 x 1.00 x 1.02 ) : 13.75 ltrs
3. Requirement of machinery :
Deploy 300 / 200 ltr capacity concrete mixer for 8 hours for
production of concrete.
Deploy 1 Needle vibrater 40 mm dia for 8 hours for vibrating
concrete.
Deploy 1 Pump 5 hp for 0.5 hour for water required for concrete
mixing / curing / cleaning etc.
4. Formwork & scaffolding :
Consider normal shuttering as concrete is laid in smaller
lifts.
Shuttering at 6.5 sqm / cum of concrete considered for
columns.Shuttering @ 6.5 sqm per cum of concrete ( 13.50 x 6.5 ) :
87.75 sqm
Cost of scaffolding materials considered @ 25 % of cost of
shuttering.
5. Requirement of workforce ( other than machinery crew ) :
Consider batching of materials and conveyance & laying of
concrete by manual labour.
Maistry : 1 No.
Mason Class I : 1 No.
Heavy mazdoor ( same as in Item : 14 ) : 19 Nos.
Light mazdoor for conveying concrete @ 1 per cum : 14 Nos.
