Data Rates-CD Works-Page 3

8/13/2019 Data Rates-CD Works-Page 3

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CANAL CD WORKS

RATE ANALYSIS UNIT : 14.00 cum

A. MATERIALS:

Sl No Unit Amount

in Rs.

1 NIL 0.00 0.00 0.00

0.00 0.00 0.00

Total Rs: 0.00

Add for small Tools and Plants @ 1% Rs: 0.00

Add for Contractor's Profit @ 10% Rs: 0.00

Add for Contractor's Overheads @ 5% Rs: 0.00

Total cost of Materials : Rs: 0.00

B. MACHINERY:

Sl No Unit Amount

in Rs.

1 NIL 0.00 0.00 0.00

0.00 0.00 0.00

Total Rs: 0.00

Contd

B. MACHINERY ( Contd ) :

Sl No Unit Amount

in Rs.

Contd


Add for Contractor's Profit on DPOL / Energy @ 10% Rs: 0.00


Total hire charges of Machinery : Rs: 0.00

C. LABOUR:

Sl No Unit Amount

in Rs.

1 Heavy mazdoor Day 2.00 132.00 264.00

0.00 0.00 0.00

Total Rs: 264.00



Add for hidden cost on Labour @ 15% Rs: 39.60


Total cost of Labour : Rs: 345.84

ABSTRACT:

A. Cost of Materials including royalty charges Rs: 0.00

B. Hire charges of Machinery Rs: 0.00C. Cost of Labour Rs: 345.84

TOTAL Rs: 345.84

Add for enabling works @ 1.10% Rs: 3.80

Total cost of 1.5 m additional lift for 14.00 cum Rs: 349.64

Rate per cum Rs: 25.00

SECTION: CANAL C.D WORKS. YEAR : 2010-11 ITEM No: 14

Quantity Rate

in Rs.

Rate

in Rs.

Quantity Rate

Description

Perticulars

Description

Description Quantity Rate

in Rs.

Quantity

in Rs.

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CANAL CD WORKS

ITEM: Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than

20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded

aggregates for sub-structure works 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 1.5.00 m from surface.

( Cement content : 330 kg / cum with use of super plasticiser )

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 of

coarse and fine aggregates.

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 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 / 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.

Deploy 1 Water tanker 8000 ltr capacity for 1 hour for water required for concrete / curing etc.

4. Formwork & scaffolding :

Consider normal shuttering as concrete is laid in smaller lifts.

Shuttering at 2 sqm / cum of concrete considered for substructure / super structure works.

Shuttering @ 2.00 sqm per cum of concrete ( 13.50 x 2 ) : 27.00 sqmScaffolding / supports for sub / super structure concreting assumed @ 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 Cl I : 1 No.

Heavy mazdoor:

For batching cement : 2 Nos.

For batching 20-10 mm CA : 3 Nos.

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For batching 10-4.75 mm CA : 2 Nos.

For batching FA : 3 Nos.

For remixing & filling mortar pans : 2 Nos.

For loading mortar pans : 2 Nos.

For lift involved for sub / super structures ( lift upto 6 m ) : 2 Nos.

For unloading mortar pans : 2 Nos.

For assisting Mason : 1 No.

Light mazdoor:

For conveying concrete @ 1 per cum : 14 Nos.

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


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 shuttering sqm 27.00 151.07 4078.76

Scaffolding @ 25 % of shuttering 1019.69

6 Sundries LS 0.50 30.00 15.00

Total Rs: 31944.15




Add Royalty charges on CA @ ( Included in material rates ) Rs: 0.00

Add Royalty charges on FA @ ( Included in material rates ) Rs: 0.00


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 Water tanker 8000 ltr Hour 1.00 268.00 268.00


4 Needle vibrator 40 mm dia ( petrol ) Hour 8.00 8.00 64.00


Total Rs: 1467.00


Description

Perticulars

in Rs.

Quantity Rate

Quantity Rate

in Rs.

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CANAL CD WORKS




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 Water tanker Hour 1.00 56.70 56.70

4 Crew for Vibrator Hour 8.00 53.30 426.40

5 Mason Class-I Day 1.00 159.00 159.00

6 Maistry Day 1.00 141.50 141.50

7 Heavy mazdoor

for batching materials Day 10.00 132.00 1320.00

Contd

C. LABOUR ( Contd ) :

Sl No Unit Amount

in Rs.

Contd

for loading mortar pans Day 4.00 132.00 528.00

for laying Day 5.00 132.00 660.00

8 Light mazdoor

for conveying concrete Day 14.00 130.50 1827.00

for cleaning / washing / curing Day 1.00 130.50 130.50

9 Labour cost for shuttering sqm 27.00 33.17 895.46

Labour cost for scaffolding @ 25 % 223.86

Total Rs: 6987.12






ABSTRACT:


B. Hire charges of Machinery Rs: 1634.57

C. Cost of Labour Rs: 8803.77

TOTAL Rs: 47493.56


Total cost for 13.50 cum Rs: 48015.98


Rate approved per cum Rs: 3557.00

Note : For every additional lift of 1.5 m beyond 1.5 m from surface add / cum Rs: 25.00





Description

Description

Quantity Rate

in Rs.

Quantity Rate

in Rs.

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CANAL CD WORKS


A. MATERIALS:

Sl No Unit Amount

in Rs.

1 Cement for mix kg 3682.00 4.00 14728.00






5 Use rate of shuttering for 40 uses sqm 27.00 151.07 4078.76


Contd

A. MATERIALS ( Contd ) :

Sl No Unit Amountin Rs.

Contd

6 Sundries LS 0.50 30.00 15.00

Total Rs: 28465.90







B. MACHINERY:

Sl No Unit Amount

in Rs.



2 5 hp pump ( diesel ) Hour 0.50 7.00 3.50






Total Rs: 1467.00





C. LABOUR:

Sl No Unit Amount

in Rs.





Perticulars

Description


Quantity Rate

Quantity Rate

Perticulars Quantity Rate

in Rs.

in Rs.

in Rs.

in Rs.

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CANAL CD WORKS

5 Mason Class-I Day 1.00 159.00 159.00

6 Maistry Day 1.00 141.50 141.50

7 Heavy mazdoor



for laying Day 5.00 132.00 660.00

8 Light mazdoor





Total Rs: 6987.12

Contd


Sl No Unit Amount

in Rs.Contd






ABSTRACT:

A. Cost of Materials inluding royalty charges Rs: 33020.45



TOTAL Rs: 43808.14










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 m from surface.

( Cement content : 250 kg / cum with use of super plasticiser )









in Rs.

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CANAL CD WORKS









Total : 5.50 min







Coarse aggregate 20-10 mm size range ( 14.60 x 0.8 x 0.65 x 1.02 ) : 7.75 cumCoarse aggregate 10-4.75 mm size ( 14.60 x 0.8 x 0.35 x 1.02 ) : 4.15 cum










Shuttering at 2 sqm / cum of concrete considered for substructure / super structure works.

Shuttering @ 2.00 sqm per cum of concrete ( 14.60 x 2 ) : 29.20 sqm

Scaffolding / supports for sub / super structure concreting assumed @ 25 % of cost of shuttering.



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 ) : 19 Nos.

Light mazdoor for conveying concrete @ 1 per cum : 15 Nos.

Light mazdoor for cleaning, curing & miscellaneous : 1 No.


Labour for erection & dismantling scaffolding @ 25 % of cost of labour for shuttering.




A. MATERIALS: Sl No Unit Amount

in Rs.

1 Cement for mix kg 3687.00 4.00 14748.00







in Rs.

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CANAL CD WORKS

5 Use rate of shuttering for 40 uses sqm 29.20 151.07 4411.10


6 Sundries LS 0.50 30.00 15.00

Total Rs: 29544.78







B. MACHINERY:

Sl No Unit Amount

in Rs.


Fuel / Energy charges Hour 8.00 55.00 440.002 5 hp pump ( diesel ) Hour 0.50 7.00 3.50






Total Rs: 1467.00





C. LABOUR:

Sl No Unit Amount

in Rs.





5 Mason Class-I Day 1.00 159.00 159.00

6 Maistry Day 1.00 141.50 141.50

7 Heavy mazdoor



for laying Day 5.00 132.00 660.00

8 Light mazdoor

for conveying concrete Day 15.00 130.50 1957.50for cleaning / washing / curing Day 1.00 130.50 130.50



Total Rs: 7208.82





Description


in Rs.

Quantity Rate

in Rs.

48


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CANAL CD WORKS


ABSTRACT:




TOTAL Rs: 45350.07









aggregates for well kerb 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 all lifts. ( 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.















Add for possible delays in any of the activity : 0.50 minTotal : 4.50 min








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CANAL CD WORKS










Shuttering at 5.5 sqm / cum of concrete considered for well kerb works.

Shuttering @ 5.50 sqm per cum of concrete ( 13.50 x 5.5 ) : 74.25 sqm

No scaffolding required for well kerb concreting.




Mason Class I ( same as in Item : 14 ) : 1 No.Heavy mazdoor ( same as in Item : 14 excluding 2 mazdoor for lifting CC ) : 17 Nos.






Add 10 % extra for fabrication of curved shuttering & for supports. Rs: 15.11

Total Rs: 166.17


A. MATERIALS:

Sl No Unit Amount

in Rs.

1 Cement for mix kg 4500.00 4.00 18000.00





5 Use rate of curved shutter (40 uses) sqm 74.25 166.17 12338.25

6 Sundries LS 0.50 30.00 15.00

Total Rs: 38911.95







B. MACHINERY:

Sl No Unit Amount

in Rs.





Perticulars

Description

in Rs.

Quantity Rate

Quantity Rate

in Rs.

50


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CANAL CD WORKS



Total Rs: 991.00





C. LABOUR:

Sl No Unit Amount

in Rs.




4 Mason Class-I Day 1.00 159.00 159.00

5 Maistry Day 1.00 141.50 141.506 Heavy mazdoor



for laying Day 3.00 132.00 396.00

7 Light mazdoor




Total Rs: 8009.60






ABSTRACT:




TOTAL Rs: 56739.65








aggregates for well steining including cost of all materials, machinery, labour, formwork,






in Rs.

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CANAL CD WORKS

DATA:For 1 cum CC :- Coarse aggregates : 0.90 cum Blending ratio : 50 :30 : 20









Batching 20-10 mm & 10 mm below CA parellel activity : ---





Add for possible delays in any of the activity : 0.50 minTotal : 4.50 min


















Shuttering at 4 sqm / cum of concrete considered for well steining work.

Shuttering @ 4.00 sqm per cum of concrete ( 14.85 x 4 ) : 59.40 sqm

No scaffolding required for well steining concreting.





Heavy mazdoor ( same as in Item : 8 ) : 18 Nos.

Light mazdoor for conveying concrete @ 1 per cum : 15 Nos.Light mazdoor for cleaning, curing & miscellaneous : 1 No.




Add 10 % extra for fabrication of curved shuttering Rs: 15.11

Total Rs: 166.17


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A. MATERIALS:

Sl No Unit Amount

in Rs.

1 Cement for mix kg 4500.00 4.00 18000.00


Contd


Sl No Unit Amount

in Rs.

Contd


Coarse aggregate 20-10 mm cum 4.10 520.00 2132.00




5 Use rate of curved shutter (40 uses) sqm 59.40 166.17 9870.606 Sundries LS 0.50 30.00 15.00

Total Rs: 36762.40







B. MACHINERY:

Sl No Unit Amount

in Rs.







Total Rs: 991.00





C. LABOUR:

Sl No Unit Amount

in Rs.1 Crew for Concrete mixer Hour 8.00 75.10 600.80



4 Mason Class-I Day 1.00 159.00 159.00

5 Maistry Day 1.00 141.50 141.50

6 Heavy mazdoor



Perticulars

Quantity Rate

in Rs.

Quantity Rate

in Rs.


in Rs.

in Rs.

Description

Description

Quantity Rate

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CANAL CD WORKS

for laying Day 3.00 132.00 396.00

7 Light mazdoor



Contd


Sl No Unit Amount

in Rs.

Contd


Total Rs: 7772.97






ABSTRACT:




TOTAL Rs: 53936.18






ITEM: Providing and laying insitu M-15 ( 28 days cube compressive strength not less than 15 N / sq

mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded

aggregates for well bottom plug by tremie or skip box method including cost of all materials,

machinery, labour, batching, mixing, placing in position as per detailed specifications etc.,

complete with initial lead upto 50 m and all lifts. ( Cement content : 350 kg / cum with use of

super plasticiser )

DATA:For placing concrete under water by using tremie the slump of concrete shall be about 150 mm.

Minimum cement content as per IS: 456-2000 Clause-14.2.2 : 350 kg / cum.

For 1 cum CC :- Coarse aggregates : 0.80 cum Blending ratio : 65 : 35




Equivalent volume batching using 0.3 x 0.3 x 0.3 m size boxes assumed for batching of coarse and fine aggregates.








in Rs.


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Total : 4.50 min



Use 250 mm dia flanged pipes for tremie.









Deploy 300 / 200 ltr capacity concrete mixer for 8 hours for production of concrete.Deploy 1 Pump 5 hp for 0.5 hour for water required for concrete mixing / cleaning etc.


No shuttering required for well bottom plug concreting.

No scaffolding required for well bottom plug concreting.



Maistry : 1 No.

Mason Class I ( Not required as concreting is under water ) ---

Fitter shuttering for erecting tremie : 1 No.

Heavy mazdoor :

Erecting and dismantling tremie : 2 Nos

Batching materials ( same as in Item : 14 ) : 10 Nos

Remixing and loading mortar pans : 4 Nos

Feeding tremie hopper : 2 Nos


Light mazdoor for cleaning & miscellaneous : 1 No.


For use rate of tremie arrangement assume lump sum provision @ 1 % of basic cost of materials.


A. MATERIALS:

Sl No Unit Amount

in Rs.

1 Cement for mix kg 4490.00 4.00 17960.00



3 Fine aggregate ( screened ) cum 5.80 199.00 1154.204 Super Plasticizer ltr 13.60 75.00 1020.00

Total Rs: 26052.60




Add for tremie arrangement @ 1% Rs: 260.53




in Rs.

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B. MACHINERY:

Sl No Unit Amount

in Rs.





3 Sundries( Hopper etc. ) LS 5.00 30.00 150.00

Total Rs: 957.00





C. LABOUR:

Sl No Unit Amount

in Rs.



3 Fitter shuttering Day 1.00 148.50 148.50

4 Maistry Day 1.00 141.50 141.50

5 Heavy mazdoor

for erecting / dismantling tremie Day 2.00 132.00 264.00



for feeding tremie hopper Day 2.00 132.00 264.00

6 Light mazdoor


Total Rs: 5111.70






ABSTRACT:




TOTAL Rs: 38254.04 Add for enabling works @ 1.10% Rs: 420.79






Description


in Rs.

in Rs.

Quantity Rate

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CANAL CD WORKS


aggregates for well top plug including 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 ltrs / cum.

DATA:For 1 cum CC :- Coarse aggregates : 0.90 cum Blending ratio : 50 :30 : 20









Batching 20-10 mm & 10 mm below CA parellel activity : ---Batching fine aggregate parellel activity : ---





Total : 5.00 min

No. of mixes per day with 50 min / hr working ( 50 x 8 / 5 ) : 80 mixes















No shuttering and scaffolding required for well top plug concreting.





Heavy mazdoor ( same as in Item : 8 ) : 18 Nos.Light mazdoor for conveying concrete @ 1 per cum : 17 Nos.



A. MATERIALS:

Sl No Unit Amount

in Rs.

1 Cement for mix kg 4036.00 4.00 16144.00


in Rs.

57


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Contd


Sl No Unit Amount

in Rs.

Contd


Coarse aggregate 20-10 mm cum 4.60 520.00 2392.00




Total Rs: 25800.55





Add Royalty charges on FA @ ( Included in material rates ) Rs: 0.00Total cost of Materials : Rs: 29928.64

B. MACHINERY:

Sl No Unit Amount

in Rs.







Total Rs: 991.00





C. LABOUR:

Sl No Unit Amount

in Rs.



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 1452.00for loading mortar pans Day 4.00 132.00 528.00

for laying Day 3.00 132.00 396.00

7 Light mazdoor



Total Rs: 6070.60

Contd

Description

Description

Perticulars

Quantity Rate

in Rs.

in Rs.

Quantity Rate

in Rs.

Quantity Rate

58


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CANAL CD WORKS


Sl No Unit Amount

in Rs.

Contd






ABSTRACT:




TOTAL Rs: 38990.33

Add for enabling works @ 1.10% Rs: 428.89 Total cost for 16.65 cum Rs: 39419.23






aggregates for well cap including cost of all materials, machinery, labour, formwork,
















Batching cement parellel activity : ---Loading mixer drum & miscellaneous : 1.00 min



Total : 4.50 min





in Rs.

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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.



Heavy mazdoor ( same as in Item : 14 excluding 2 mazdoors for lifting CC ) : 17 Nos.






Add 10 % extra for fabrication of curved shuttering Rs: 15.11

Total Rs: 166.17


A. MATERIALS:

Sl No Unit Amount

in Rs.

1 Cement for mix kg 4500.00 4.00 18000.00






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 Contractor's Profit @ 10% Rs: 2908.90 Add for Contractor's Overheads @ 5% Rs: 1454.45





in Rs.

Documents

Data Rates-CD Works-Page 3