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8/13/2019 Data Rates-CD Works-Part 4
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CANAL CD WORKS
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 1 sqm / cum of concrete considered for well cap works.
Shuttering @ 1.00 sqm per cum of concrete ( 13.50 x 1.0 ) : 13.50 sqm
No scaffolding required for well cap concreting.
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 ( same as in Item : 14 ) : 1 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
6. Use rate of materials :
Use rate of shuttering per sqm for 40 uses ( Annexure-A Item-8 ) @ Rs: 151.07
Add 10 % extra for fabrication of curved shuttering Rs: 15.11
Total Rs: 166.17
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 13.75 75.00 1031.25
5 Use rate of curved shutter (40 uses) sqm 13.50 166.17 2243.32
6 Sundries LS 0.50 30.00 15.00
Total Rs: 29089.02
Add for small Tools and Plants @ 1% Rs: 290.89
Add for Contractor's Profit @ 10% Rs: 2908.90Add for Contractor's Overheads @ 5% Rs: 1454.45
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: 33743.26
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 75.10 600.802 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 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 13.50 33.17 447.73
Total Rs: 5994.83
Add for small Tools and Plants @ 1% Rs: 59.95
Add for Contractor's Profit @ 10% Rs: 599.48
Add for hidden cost on Labour @ 15% Rs: 899.22
Add for Contractor's Overheads @ 5% Rs: 299.74
Total cost of Labour : Rs: 7853.22
ABSTRACT:
A. Cost of Materials including royalty charges Rs: 33743.26
B. Hire charges of Machinery Rs: 1109.21
C. Cost of Labour Rs: 7853.22
TOTAL Rs: 42705.70
Add for enabling works @ 1.10% Rs: 469.76
Total cost for 13.50 cum Rs: 43175.46
Rate per cum Rs: 3198.00Rate approved per cum Rs: 3198.00
SECTION: CANAL C.D WORKS. YEAR : 2010-11 ITEM No: 22.a
ITEM: Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than
Description
Description
Quantity Rate
in Rs.
in Rs.
Quantity Rate
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15 N / sq mm ) gradecement concreteusing 80 mmdown size approved, clean, hard, graded
aggregates for piers including cost of all materials, labour, machinery, formwork, 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 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 : 0.98 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 possible delays 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 ) : 11.40 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 2.75 sqm / cum of concrete considered for piers.
Shuttering @ 2.75 sqm per cum of concrete ( 17.15 x 2.75 ) : 47.16 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 : 9 ) : 1 No.
Mason Class I ( same as in Item : 9 ) : 1 No.
Heavy mazdoor ( same as in Item : 9 with 2 mazdoors extra for lifting CC ) : 20 Nos.
Light mazdoor for conveying concrete @ 1 per cum : 17 Nos.
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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 : 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 11.40 75.00 855.005 Use rate of shuttering for 40 uses sqm 47.16 158.62 7480.45
6 Scaffolding @ 30 % of shuttering 2244.13
Total Rs: 33727.58
Add for small Tools and Plants @ 1% Rs: 337.28
Add for Contractor's Profit @ 10% Rs: 3372.76
Add for Contractor's Overheads @ 5% Rs: 1686.38
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: 39124.00
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 Amountin Rs.
1 Crew for Concrete mixer Hour 8.00 75.10 600.80
Contd
Description
Description
Perticulars
in Rs.
in Rs.
Rate
in Rs.
Quantity Rate
Quantity
Quantity Rate
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C. LABOUR:
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 2218.50
for cleaning / washing / curing Day 1.00 130.50 130.50
8 Labour cost for shuttering sqm 47.16 33.17 1564.06
Labour cost for scaffolding @ 30 % 469.22
Total Rs: 8367.88
Add for small Tools and Plants @ 1% Rs: 83.68
Add for Contractor's Profit @ 10% Rs: 836.79
Add for hidden cost on Labour @ 15% Rs: 1255.18Add for Contractor's Overheads @ 5% Rs: 418.39
Total cost of Labour : Rs: 10961.92
ABSTRACT:
A. Cost of Materials including royalty charges Rs: 39124.00
B. Hire charges of Machinery Rs: 2058.49
C. Cost of Labour Rs: 10961.92
TOTAL Rs: 52144.41
Add for enabling works @ 1.10% Rs: 573.59
Total cost for 17.15 cum Rs: 52718.00
Rate per cum Rs: 3074.00
Rate approved per cum Rs: 3074.00
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: 22.b
ITEM: Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than
15 N / sq mm ) gradecement concreteusing 80 mmdown size approved, clean, hard, graded
aggregates for abutments including cost of all materials, labour, machinery, formwork,
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
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 : 0.98 cum Blending ratio : 35 :30 : 20 : 15
Fine aggregate : 0.35 cum Cement content : 210 kg Super plasticizer : 0.65 ltrWastage : 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.
Description Quantity Rate
in Rs.
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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 possible delays 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 cumSuper plasticiser ( 17.15 x 0.65 x 1.02 ) : 11.40 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 2.5 sqm / cum of concrete considered for abutments.
Shuttering @ 2.5 sqm per cum of concrete ( 17.15 x 2.5 ) : 42.87 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 : 9 ) : 1 No.
Mason Class I ( same as in Item : 9 ) : 1 No.
Heavy mazdoor ( same as in Item : 9 with 2 mazdoors extra for lifting CC ) : 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
RATE ANALYSIS UNIT : 17.15 cum
A. MATERIALS:
Sl No Unit Amount
in Rs.
1 Cement for mix kg 3638.00 4.00 14552.00Contd
A. MATERIALS ( Contd ) :
Sl No Unit Amount
Perticulars Quantity Rate
in Rs.
Quantity RatePerticulars
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in Rs.
Contd
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 11.40 75.00 855.00
5 Use rate of shuttering for 40 uses sqm 42.87 151.07 6476.17
6 Scaffolding @ 30 % of shuttering 1942.85
Total Rs: 32422.02
Add for small Tools and Plants @ 1% Rs: 324.22
Add for Contractor's Profit @ 10% Rs: 3242.20
Add for Contractor's Overheads @ 5% Rs: 1621.10
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: 37609.54
B. MACHINERY:
Sl No Unit Amountin 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
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
Contd
C. LABOUR ( Contd ) :
Sl No Unit Amount
in Rs.
Description Quantity Rate
in Rs.
in Rs.Description Quantity Rate
in Rs.
in Rs.
Description Quantity Rate
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Contd
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 42.87 33.17 1421.78
Labour cost for scaffolding @ 30 % 426.54
Total Rs: 8182.92
Add for small Tools and Plants @ 1% Rs: 81.83
Add for Contractor's Profit @ 10% Rs: 818.29
Add for hidden cost on Labour @ 15% Rs: 1227.44
Add for Contractor's Overheads @ 5% Rs: 409.15
Total cost of Labour : Rs: 10719.62
ABSTRACT:
A. Cost of Materials including royalty charges Rs: 37609.54
B. Hire charges of Machinery Rs: 2058.49
C. Cost of Labour Rs: 10719.62
TOTAL Rs: 50387.65
Add for enabling works @ 1.10% Rs: 554.26
Total cost for 17.15 cum Rs: 50941.92
Rate per cum Rs: 2970.00Rate approved per cum Rs: 2970.00
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: 23.a
ITEM: Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than
20 N / sq mm ) gradecement concreteusing 40 mmdown size approved, clean, hard, graded
aggregates for piers including cost of all materials, labour, machinery, formwork, 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 : 300 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 : 300 kg Super plasticizer : 0.90 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 ( 0.075 cum ) : 3.00 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 : 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 / 300 ) say : 14.85 cum
Consider 14.85 cum concrete for rate analysis.
2. Requirement of materials:
Cement for mix with 1 % wastage ( 14.85 x 300 x 1.01 ) : 4500 kg
Cement for incidental works @ 5 kg / cum ( 14.85 x 5 ) : 74 kg
Coarse aggregate 40-20 mm size range ( 14.85 x 0.9 x 0.5 x 1.02 ) : 6.80 cum
Coarse aggregate 20-10 mm size range ( 14.85 x 0.9 x 0.3 x 1.02 ) : 4.10 cum
Coarse aggregate 10-4.75 mm size ( 14.85 x 0.9 x 0.2 x 1.02 ) : 2.70 cum
Fine aggregate ( 14.85 x 0.4 x 1.02 ) : 6.05 cum
Super plasticiser ( 14.85 x 0.90 x 1.02 ) : 13.65 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 ( 17.35 x 2.75 ) : 47.71 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 : 9 ) : 1 No.
Mason Class I ( same as in Item : 9 ) : 1 No.
Heavy mazdoor ( same as in Item : 9 with 2 mazdoor extra for misc works) : 20 Nos.
Light mazdoor for conveying concrete @ 1 per cum : 15 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 : 14.85 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 74.00 4.00 296.00
2 Coarse aggregate 40-20 mm cum 6.80 381.00 2590.80
Coarse aggregate 20-10 mm cum 4.10 520.00 2132.00
Coarse aggregate 10 mm below cum 2.70 669.00 1806.30
3 Fine aggregate ( screened ) cum 6.05 199.00 1203.95
Contd
A. MATERIALS ( Contd ) :
Sl No Unit Amount
in Rs.
Contd
4 Super Plasticizer ltr 13.65 75.00 1023.75
QuantityPerticulars
Quantity RatePerticulars
in Rs.
Rate
in Rs.
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5 Use rate ofshuttering for 40 uses sqm 47.71 158.62 7567.69
6 Scaffolding @ 30 % of shuttering 2270.31
Total Rs: 36890.79
Add for small Tools and Plants @ 1% Rs: 368.91
Add for Contractor's Profit @ 10% Rs: 3689.08
Add for Contractor's Overheads @ 5% Rs: 1844.54
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: 42793.32
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: 18.39Add 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
for batching materials Day 11.00 132.00 1452.00
for loading mortar pans Day 4.00 132.00 528.00
for laying and misc works Day 5.00 132.00 660.00
7 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 47.71 33.17 1582.30
Labour cost for scaffolding @ 30 % 474.69
Total Rs: 8130.59
Add for small Tools and Plants @ 1% Rs: 81.31
Contd
C. LABOUR ( Contd ) :
Sl No Unit Amount
in Rs.
Contd
Add for Contractor's Profit @ 10% Rs: 813.06
Add for hidden cost on Labour @ 15% Rs: 1219.59
Description
in Rs.
Description
Description Quantity Rate
in Rs.
Quantity Rate
Quantity Rate
in Rs.
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Add for Contractor's Overheads @ 5% Rs: 406.53
Total cost of Labour : Rs: 10651.08
ABSTRACT:
A. Cost of Materials including royalty charges Rs: 42793.32
B. Hire charges of Machinery Rs: 2058.49
C. Cost of Labour Rs: 10651.08
TOTAL Rs: 55502.89
Add for enabling works @ 1.10% Rs: 610.53
Total cost for 14.85 cum Rs: 56113.42
Rate per cum Rs: 3779.00
Rate approved per cum Rs: 3779.00
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: 23.b
ITEM: Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than
20 N / sq mm ) gradecement concreteusing 40 mmdown size approved, clean, hard, graded
aggregates for abutments including cost of all materials, labour, machinery, formwork,
cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc.,completewith initiallead upto 50 m and lift upto 1.5 m from surface. ( Cement content : 300 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 : 300 kg Super plasticizer : 0.90 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 ( 0.075 cum ) : 3.00 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 : 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 / 300 ) say : 14.85 cum
Consider 14.85 cum concrete for rate analysis.
2. Requirement of materials:
Cement for mix with 1 % wastage ( 14.85 x 300 x 1.01 ) : 4500 kg
Cement for incidental works @ 5 kg / cum ( 14.85 x 5 ) : 74 kg
Coarse aggregate 40-20 mm size range ( 14.85 x 0.9 x 0.5 x 1.02 ) : 6.80 cum
Coarse aggregate 20-10 mm size range ( 14.85 x 0.9 x 0.3 x 1.02 ) : 4.10 cum
Coarse aggregate 10-4.75 mm size ( 14.85 x 0.9 x 0.2 x 1.02 ) : 2.70 cum
Fine aggregate ( 14.85 x 0.4 x 1.02 ) : 6.05 cum
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Super plasticiser ( 14.85 x 0.90 x 1.02 ) : 13.65 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 abutments.
Shuttering @ 2.5 sqm per cum of concrete ( 17.35 x 2.5 ) : 43.37 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 : 9 ) : 1 No.
Mason Class I ( same as in Item : 9 ) : 1 No.
Heavy mazdoor ( same as in Item : 9 with 2 mazdoor extra for misc works) : 20 Nos.
Light mazdoor for conveying concrete @ 1 per cum : 15 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
RATE ANALYSIS UNIT : 14.85 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 74.00 4.00 296.00
2 Coarse aggregate 40-20 mm cum 6.80 381.00 2590.80
Coarse aggregate 20-10 mm cum 4.10 520.00 2132.00
Coarse aggregate 10 mm below cum 2.70 669.00 1806.30
3 Fine aggregate ( screened ) cum 6.05 199.00 1203.95
4 Super Plasticizer ltr 13.65 75.00 1023.75
5 Use rate ofshuttering for 40 uses sqm 43.37 151.07 6551.70
6 Scaffolding @ 30 % of shuttering 1965.51
Total Rs: 35570.01
Add for small Tools and Plants @ 1% Rs: 355.70
Add for Contractor's Profit @ 10% Rs: 3557.00
Add for Contractor's Overheads @ 5% Rs: 1778.50
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: 41261.21
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
in Rs.
Perticulars Quantity Rate
Description
in Rs.
Quantity Rate
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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
for batching materials Day 11.00 132.00 1452.00
for loading mortar pans Day 4.00 132.00 528.00
for laying and misc works Day 5.00 132.00 660.00
7 Light mazdoor
for conveying concrete Day 15.00 130.50 1957.50for cleaning / washing / curing Day 1.00 130.50 130.50
8 Labour cost for shuttering sqm 43.37 33.17 1438.37
Labour cost for scaffolding @ 30 % 431.51
Total Rs: 7943.48
Add for small Tools and Plants @ 1% Rs: 79.43
Add for Contractor's Profit @ 10% Rs: 794.35
Add for hidden cost on Labour @ 15% Rs: 1191.52
Add for Contractor's Overheads @ 5% Rs: 397.17
Total cost of Labour : Rs: 10405.95
ABSTRACT:
A. Cost of Materials including royalty charges Rs: 41261.21
B. Hire charges of Machinery Rs: 2058.49
C. Cost of Labour Rs: 10405.95
TOTAL Rs: 53725.65
Add for enabling works @ 1.10% Rs: 590.98
Total cost for 14.85 cum Rs: 54316.64
Rate per cum Rs: 3658.00
Rate approved per cum Rs: 3658.00
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: 24.a
ITEM: Providing and laying insitu vibrated M-10 ( 28 days cube compressive strength not less than
10 N / sq mm ) gradecement concreteusing 40 mmdown size approved, clean, hard, graded
aggregates for piers including cost of all materials, labour, machinery, formwork, 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 : 220 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
in Rs.
Description Quantity
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DATA:For 1 cum CC :- Coarse aggregates : 0.90 cum Blending ratio : 50 :30 : 20
Fine aggregate : 0.40 cum Cement content : 220 kg Super plasticizer : 0.70 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 ( 0.102 cum ) : 4.00 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 : 5.50 min
No. of mixes per day with 50 min / hr working ( 50 x 8 / 5.5 ) : 73 mixes
Output of CC for 73 mixes ( 73 x 50 / 220 ) say : 16.60 cum
Consider 16.60 cum concrete for rate analysis.
2. Requirement of materials:
Cement for mix with 1 % wastage ( 16.60 x 220 x 1.01 ) : 3689 kgCement for incidental works @ 5 kg / cum ( 16.60 x 5 ) : 83 kg
Coarse aggregate 40-20 mm size range ( 16.60 x 0.9 x 0.5 x 1.02 ) : 7.60 cum
Coarse aggregate 20-10 mm size range ( 16.60 x 0.9 x 0.3 x 1.02 ) : 4.55 cum
Coarse aggregate 10-4.75 mm size ( 16.60 x 0.9 x 0.2 x 1.02 ) : 3.05 cum
Fine aggregate ( 16.60 x 0.4 x 1.02 ) : 6.75 cum
Super plasticiser ( 16.60 x 0.70 x 1.02 ) : 11.85 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 ( 16.60 x 2.75 ) : 45.65 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.
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 : 16.60 cum
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A. MATERIALS:
Sl No Unit Amount
in Rs.
1 Cement for mix kg 3689.00 4.00 14756.00
Cement for incidentals @ 5 kg / cum kg 83.00 4.00 332.00
2 Coarse aggregate 40-20 mm cum 7.60 381.00 2895.60
Coarse aggregate 20-10 mm cum 4.55 520.00 2366.00
Coarse aggregate 10 mm below cum 3.05 669.00 2040.45
3 Fine aggregate ( screened ) cum 6.75 199.00 1343.25
4 Super Plasticizer ltr 11.85 75.00 888.75
5 Use rate of shuttering for 40 uses sqm 45.65 158.62 7240.93
6 Scaffolding @ 30 % of shuttering 2172.28
Total Rs: 34035.26
Add for small Tools and Plants @ 1% Rs: 340.35
Add for Contractor's Profit @ 10% Rs: 3403.53
Add for Contractor's Overheads @ 5% Rs: 1701.76
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: 39480.91
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
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
Description Rate
in Rs.
Quantity
Description
Perticulars
Description
Rate
in Rs.
Quantity Rate
Quantity Rate
Quantity
in Rs.
in Rs.
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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 cost for shuttering sqm 45.65 33.17 1513.98
Labour cost for scaffolding @ 30 % 454.19
Total Rs: 8302.78
Add for small Tools and Plants @ 1% Rs: 83.03
Add for Contractor's Profit @ 10% Rs: 830.28
Add for hidden cost on Labour @ 15% Rs: 1245.42
Add for Contractor's Overheads @ 5% Rs: 415.14
Total cost of Labour : Rs: 10876.64
ABSTRACT:
A. Cost of Materials including royalty charges Rs: 39480.91
B. Hire charges of Machinery Rs: 1109.21
C. Cost of Labour Rs: 10876.64
TOTAL Rs: 51466.75
Add for enabling works @ 1.10% Rs: 566.13
Total cost for 16.60 cum Rs: 52032.89
Rate per cum Rs: 3135.00Rate approved per cum Rs: 3135.00
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: 24.b
ITEM: Providing and laying insitu vibrated M-10 ( 28 days cube compressive strength not less than
10 N / sq mm ) gradecement concreteusing 40 mmdown size approved, clean, hard, graded
aggregates for abutments including cost of all materials, labour, machinery, formwork,
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 : 220 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 : 220 kg Super plasticizer : 0.70 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 ( 0.102 cum ) : 4.00 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 : 5.50 min
No. of mixes per day with 50 min / hr working ( 50 x 8 / 5.5 ) : 73 mixes
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Output of CC for 73 mixes ( 73 x 50 / 220 ) say : 16.60 cum
Consider 16.60 cum concrete for rate analysis.
2. Requirement of materials:
Cement for mix with 1 % wastage ( 16.60 x 220 x 1.01 ) : 3689 kg
Cement for incidental works @ 5 kg / cum ( 16.60 x 5 ) : 83 kg
Coarse aggregate 40-20 mm size range ( 16.60 x 0.9 x 0.5 x 1.02 ) : 7.60 cum
Coarse aggregate 20-10 mm size range ( 16.60 x 0.9 x 0.3 x 1.02 ) : 4.55 cum
Coarse aggregate 10-4.75 mm size ( 16.60 x 0.9 x 0.2 x 1.02 ) : 3.05 cum
Fine aggregate ( 16.60 x 0.4 x 1.02 ) : 6.75 cum
Super plasticiser ( 16.60 x 0.70 x 1.02 ) : 11.85 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 abutments.
Shuttering @ 2.5 sqm per cum of concrete ( 16.60 x 2.5 ) : 41.50 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
RATE ANALYSIS UNIT : 16.60 cum
A. MATERIALS:
Sl No Unit Amount
in Rs.
1 Cement for mix kg 3689.00 4.00 14756.00
Cement for incidentals @ 5 kg / cum kg 83.00 4.00 332.00
Contd
A. MATERIALS ( Contd ) :
Sl No Unit Amount
in Rs.
Contd
2 Coarse aggregate 40-20 mm cum 7.60 381.00 2895.60 Coarse aggregate 20-10 mm cum 4.55 520.00 2366.00
Coarse aggregate 10 mm below cum 3.05 669.00 2040.45
3 Fine aggregate ( screened ) cum 6.75 199.00 1343.25
4 Super Plasticizer ltr 11.85 75.00 888.75
5 Use rate of shuttering for 40 uses sqm 41.50 151.07 6269.21
6 Scaffolding @ 30 % of shuttering 1880.76
Total Rs: 32772.02
Add for small Tools and Plants @ 1% Rs: 327.72
Perticulars Quantity Rate
in Rs.
in Rs.
Perticulars Quantity Rate
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Add for Contractor's Profit @ 10% Rs: 3277.20
Add for Contractor's Overheads @ 5% Rs: 1638.60
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: 38015.54
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 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
Contd
C. LABOUR ( Contd ) :
Sl No Unit Amount
in Rs.
Contd
8 Labour cost for shuttering sqm 41.50 33.17 1376.35
Labour cost for scaffolding @ 30 % 412.90Total Rs: 8123.85
Add for small Tools and Plants @ 1% Rs: 81.24
Add for Contractor's Profit @ 10% Rs: 812.39
Add for hidden cost on Labour @ 15% Rs: 1218.58
Add for Contractor's Overheads @ 5% Rs: 406.19
Total cost of Labour : Rs: 10642.25
ABSTRACT:
Description Quantity
in Rs.
in Rs.
Description Quantity Rate
in Rs.
Description Quantity Rate
Rate
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A. Cost of Materials including royalty charges Rs: 38015.54
B. Hire charges of Machinery Rs: 1109.21
C. Cost of Labour Rs: 10642.25
TOTAL Rs: 49767.00
Add for enabling works @ 1.10% Rs: 547.44
Total cost for 16.60 cum Rs: 50314.44
Rate per cum Rs: 3031.00
Rate approved per cum Rs: 3031.00
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: 25
ITEM: Providing and laying insitu vibratedM-20( 28 days cube compressive strength not less than
20 N / sq mm ) grade cement concreteusing 40 mmdown size approved, clean, hard, graded
aggregates for cantiliver / counterfort retaining walls including 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
1.50 mfrom surface.( Cement content : 300 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 : 300 kg Super plasticizer : 0.90 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 ( 0.075 cum ) : 3.00 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 : 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 / 300 ) say : 14.85 cum
Consider 14.85 cum concrete for rate analysis.
2. Requirement of materials:
Cement for mix with 1 % wastage ( 14.85 x 300 x 1.01 ) : 4500 kg
Cement for incidental works @ 5 kg / cum ( 14.85 x 5 ) : 74 kg
Coarse aggregate 40-20 mm size range ( 14.85 x 0.9 x 0.5 x 1.02 ) : 6.80 cumCoarse aggregate 20-10 mm size range ( 14.85 x 0.9 x 0.3 x 1.02 ) : 4.10 cum
Coarse aggregate 10-4.75 mm size ( 14.85 x 0.9 x 0.2 x 1.02 ) : 2.70 cum
Fine aggregate ( 14.85 x 0.4 x 1.02 ) : 6.05 cum
Super plasticiser ( 14.85 x 0.90 x 1.02 ) : 13.65 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.
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4. Formwork & scaffolding :
Consider normal shuttering as concrete is laid in smaller lifts.
Shuttering at 3.25 sqm / cum of concrete considered for counterfort retaining walls.
Shuttering @ 3.25 sqm per cum of concrete ( 14.85 x 3.25 ) : 48.26 sqm
Cost of scaffolding materials considered @ 25 % of cost of shuttering for retaining walls.
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 : 15 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 @ 25 % 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 : 14.85 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 74.00 4.00 296.00
2 Coarse aggregate 40-20 mm cum 6.80 381.00 2590.80
Coarse aggregate 20-10 mm cum 4.10 520.00 2132.00
Coarse aggregate 10 mm below cum 2.70 669.00 1806.30
3 Fine aggregate ( screened ) cum 6.05 199.00 1203.95
4 Super Plasticizer ltr 13.65 75.00 1023.75
5 Use rate of shuttering for 40 uses sqm 48.26 151.07 7290.41
Scaffolding @ 25 % of shuttering 1822.60
6 Sundries LS 0.50 30.00 15.00
Total Rs: 36180.81
Add for small Tools and Plants @ 1% Rs: 361.81
Contd
A. MATERIALS ( Contd ) :
Sl No Unit Amount
in Rs.
Contd
Add for Contractor's Profit @ 10% Rs: 3618.08
Add for Contractor's Overheads @ 5% Rs: 1809.04
Add Royalty charges on CA @ ( Included in material rates ) Rs: 0.00
Add Royalty charges on FA @ ( Included in material rates ) Rs: 0.00Total cost of Materials : Rs: 41969.74
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
Perticulars
Description
Perticulars
Quantity Rate
in Rs.
in Rs.
Quantity Rate
Quantity Rate
in Rs.
79
8/13/2019 Data Rates-CD Works-Part 4
21/21
CANAL CD WORKS
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.