data rates-canal works-part 8

8/13/2019 Data Rates-Canal Works-Part 8

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CANAL AND ALLIED WORKS

Heavy mazdoor for stacking after curing : 1 No.

Light mazdoor for cleaning & miscellaneous : 1 No.

5. Use rate of materials :

Consider steel moulds made of 30 x 30 x 4 mm angles.

Quantity of steel per mould ( 0.45 x 2 + 0.15 x 2 ) x 1.8 x 1.025 say : 2.25 kg

Cost of steel angles @ Rs: 37.95 / kg Rs: 85.39

Cost of fabrication @ Rs: 10.00 / kg Rs: 22.50

Total Rs: 107.89

Less salvage value @ 15% ( - ) Rs: -16.18

Total Rs: 91.70

Number of uses ( considering moulds are released early )

Cost per use considering 500 uses ( 91.70 / 500 ) Rs: 0.18

Add for bolts & nuts / clamps @ 15% Rs: 0.03

Add for shutter oil 0.02 ltr @ Rs: 25.00 / ltr Rs: 0.50

Total cost / use Rs: 0.71

RATE ANALYSIS UNIT : 25.00 Nos.

A. MATERIALS:

Sl No Unit Amount

in Rs.

1 Cement for mix kg 18.20 4.00 72.80Cement for incidentals @ 0.3 kg / slab kg 7.50 4.00 30.00

2 Coarse aggregate 10 mm below cum 0.035 669.00 23.42

3 Fine aggregate ( screened ) cum 0.02 199.00 3.98

4 Super Plasticizer ltr 0.05 75.00 3.75

5 Use rate of moulds for 250 uses No. 25.00 0.71 17.77

Total Rs: 151.72

Add for small Tools and Plants @ 1% Rs: 1.52

Add for Contractor's Profit @ 10% Rs: 15.17

Contd

A. MATERIALS ( Contd ) :

Sl No Unit Amount

in Rs.

Contd

Add for Contractor's Overheads @ 5% Rs: 7.59

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

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

Total cost of Materials : Rs: 175.99

B. MACHINERY:

Sl No Unit Amount

in Rs.

1 Hand mixer 45 / 30 ltr Hour 8.00 10.00 80.00Fuel / Energy charges Hour 8.00 3.00 24.00

2 5 hp pump ( diesel ) Hour 0.10 7.00 0.70

Fuel / Energy charges Hour 0.10 55.00 5.50

3 Water tanker 8000 ltr Hour 0.20 268.00 53.60


Total Rs: 205.40


Add for Contractor's Profit on DPOL / Energy @ 10% Rs: 7.11

Perticulars Quantity Rate

QuantityPerticulars

Quantity

in Rs.

Rate

in Rs.

in Rs.

RateDescription

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Number of slabs per cum of concrete : 208 Nos.

Consider 3 to 4 minutes for moulding one slab & 2 Masons working on moulding work.

Daily output of moulding for 2 Masons say : 250 slabs

Consider moulding of 225 lining slabs and 25 lug slabs daily as moulding of lug slabs saperately

results in high rate of under utilization of machinery and work force.

Aportioning of machinery & wok force: For lining slabs : 90 percent

For lug slabs : 10 percent

Quantity of concrete for 225 lining slabs : 1.08 cum

Consider 1.08 cum concrete for 225 lining slabs for rate analysis.

1. Requirement of materials:

Cement for mix with 1 % wastage ( 1.08 x 360 x 1.01 ) : 393 kg

Cement for incidental works @ 0.5 kg / slab ( 225 x 0.5 ) : 112.5 kg

Coarse aggregate 10-4.75 mm size ( 1.08 x 0.68 x 1.02 ) : 0.75 cum

Fine aggregate ( 1.08 x 0.43 x 1.02 ) : 0.48 cum

Super plasticiser ( 1.08 x 1.00 x 1.02 ) : 1.10 ltr

2. Requirement of machinery :

For 225 lining slabs and 25 lug slabs :

As daily requirement of concrete is very small deploy 45 / 30 hand mixer for 8 hours.

Deploy 1 Pump 5 hp for 0.1 hour for water required for concrete.

Deploy 1 Water tanker 8000 ltr capacity for 0.2 hour for water.

3. Formwork & scaffolding :No formwork / scaffolding required. Use rate of mould considered.

4. Requirement of workforce ( other than machinery crew ) :

For 225 lining slabs and 25 lug slabs :

Maistry : 1 No.

Mason Cl-I : 2 Nos.

Heavy mazdoor for batching materials / laying CC : 2 Nos.

Heavy mazdoor for demoulding / oiling / laying : 2 Nos.

Heavy mazdoor for shifting slabs to curing pond : 1 No.




Consider steel moulds made of 30 x 30 x 4 mm angles.

Quantity of steel per mould ( 0.4 x 4 ) x 1.8 x 1.025 say : 3.00 kg



Total Rs: 143.85


Total Rs: 122.27




Add for shutter oil 0.04 ltr @ Rs: 25.00 / ltr Rs: 1.00Total cost / use Rs: 1.28


A. MATERIALS:

Sl No Unit Amount

in Rs.

1 Cement for mix kg 393.00 4.00 1572.00

Cement for incidentals @ 0.5 kg / slab kg 112.50 4.00 450.00

Quantity

in Rs.

RatePerticulars

142


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2 Coarse aggregate 10 mm below cum 0.75 669.00 501.75




Total Rs: 2990.05







B. MACHINERY:

Sl No Unit Amount

in Rs.

1 Hand mixer 45 / 30 ltr Hour 8.00 10.00 80.00





Fuel / Energy charges Hour 0.20 208.00 41.60Total Rs: 205.40




Total hire charges of Machinery : Rs: 224.83

Aportioned hire charges of machinery @ 90 % for lining slab : Rs: 202.35

C. LABOUR:

Sl No Unit Amount

in Rs.

1 Crew for Pump Hour 0.10 35.80 3.58

2 Crew for Water tanker Hour 0.20 56.70 11.34

3 Mason Class-I Day 2.00 159.00 318.00

4 Maistry Day 1.00 141.50 141.50

5 Heavy mazdoor

for batching / mixing / laying Day 2.00 132.00 264.00

for demoulding / cleaning / oiling Day 2.00 132.00 264.00

for shifting slabs to curing pond Day 1.00 132.00 132.00

for stacking after curing Day 1.00 132.00 132.00

6 Light mazdoor

for cleaning & miscellaneous Day 1.00 130.50 130.50

Total Rs: 1396.92

Add for small Tools and Plants @ 1% Rs: 13.97Add for Contractor's Profit @ 10% Rs: 139.69

Add for hidden cost on Labour @ 15% Rs: 209.54


Total cost of Labour : Rs: 1829.97

Aportioned cost of labour @ 90 % for lining slabs : Rs: 1646.97

ABSTRACT:

A. Cost of Materials inluding royalty charges Rs: 3468.45

Quantity

Quantity

Rate

in Rs.

Rate

in Rs.

Description

Description

143


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B. Hire charges of Machinery Rs: 202.35

C. Cost of Labour Rs: 1646.97

TOTAL Rs: 5317.77

Add for enabling works @ 1.20% Rs: 63.81

Total cost for 225.00 Nos. Rs: 5381.59

Rate per Each Rs: 24.00

Rate approved per Each Rs: 24.00

SECTION: CANAL AND ALLIED WORKS. YEAR : 2010-11 ITEM No: 56

ITEM: Manucturing 400 x 150 x 30 mm size PCC lug slabs in M-15 grade ( 28 days cube

compressive strength not less than 15 N / sqmm ) cement concrete using 10 mm down graded

coarse aggregate including cost of all materials, machinery, labour, batching, mixing, laying,

compacting, formwork, finishing, curing etc.,complete with initiallead upto 50 m and all lifts.

( Cement content : 360 kg / cum with use of super plasticiser )

DATA:For 1 cum CC :- Coarse aggregates : 0.68 cum Fine aggregate : 0.43 cum

Cement content : 360 kg Super plasticizer : 1.00 ltr

Wastage : 1 % for cement and 2 % for coarse & fine aggregates.

Quantity of concrete for each slab ( 0.40 x 0.15 x 0.03 ) : 0.0018 cum

Number of slabs per cum of concrete : 555 Nos.Consider 3 to 4 minutes for moulding one slab & 2 Masons working on moulding work.

Daily output of moulding for 2 Masons say : 250 slabs

Consider moulding of 225 lining slabs and 25 lug slabs daily as moulding of lug slabs saperately

results in high rate of under utilization of machinery and work force.

Aportioning of machinery & wok force: For lining slabs : 90 percent

For lug slabs : 10 percent

Quantity of concrete for 25 lug slabs : 0.045 cum

Consider 0.045 cum concrete for 25 lug slabs for rate analysis.

1. Requirement of materials:

Cement for mix with 1 % wastage ( 0.045 x 360 x 1.01 ) : 16.4 kg

Cement for incidental works @ 0.3 kg / slab ( 25 x 0.3 ) : 7.5 kg

Coarse aggregate 10-4.75 mm size ( 0.045 x 0.68 x 1.02 ) : 0.031 cum

Fine aggregate ( 0.045 x 0.43 x 1.02 ) : 0.02 cum

Super plasticiser ( 0.045 x 1.00 x 1.02 ) : 0.05 ltr


For 225 lining slabs and 25 lug slabs : ( same as in Item :71 )

As daily requirement of concrete is very small deploy 45 / 30 hand mixer for 8 hours.

Deploy 1 Pump 5 hp for 0.1 hour for water required for concrete.

Deploy 1 Water tanker 8000 ltr capacity for 0.2 hour for water.

3. Formwork & scaffolding :

No formwork / scaffolding required. Use rate of mould considered.4. Requirement of workforce ( other than machinery crew ) :

For 225 lining slabs and 25 lug slabs : ( same as in Item :71 )

Maistry : 1 No.

Mason Cl-I : 2 Nos.

Heavy mazdoor for batching materials / laying CC : 2 Nos.

Heavy mazdoor for demoulding / oiling / laying : 2 Nos.

Heavy mazdoor for shifting slabs to curing pond : 1 No.


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Consider steel moulds made of 30 x 30 x 4 mm angles

Quantity of steel per mould ( 0.4 x 2 + 0.15 x 2 ) x 1.8 x 1.025 say : 2.00 kg



Total Rs: 95.90


Total Rs: 81.52




Add for shutter oil 0.02 ltr @ Rs: 25.00 / ltr Rs: 0.50

Total cost / use Rs: 0.69


A. MATERIALS:

Sl No Unit Amount

in Rs.

1 Cement for mix kg 16.40 4.00 65.60

Cement for incidentals @ 0.3 kg / slab kg 7.50 4.00 30.002 Coarse aggregate 10 mm below cum 0.031 669.00 20.74



Contd


Sl No Unit Amount

in Rs.

Contd


Total Rs: 141.26







B. MACHINERY:

Sl No Unit Amount

in Rs.

1 Hand mixer 45 / 30 ltr Hour 8.00 10.00 80.00

Fuel / Energy charges Hour 8.00 3.00 24.002 5 hp pump ( diesel ) Hour 0.10 7.00 0.70




Total Rs: 205.40


Add for Contractor's Profit on DPOL/ Energy @ 10% Rs: 7.11


Rate

in Rs.

Quantity

Quantity

in Rs.

Description Quantity

Rate

in Rs.

Rate

Perticulars

Perticulars

145


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Aportioned hire charges of machinery @ 10 % for lug slabs : Rs: 22.48

C. LABOUR:

Sl No Unit Amount

in Rs.



3 Mason Class-I Day 2.00 159.00 318.00

4 Maistry Day 1.00 141.50 141.50

5 Heavy mazdoor

for batching / mixing / laying Day 2.00 132.00 264.00

for demoulding / cleaning / oiling Day 2.00 132.00 264.00

for shifting slabs to curing pond Day 1.00 132.00 132.00

for stacking after curing Day 1.00 132.00 132.00

6 Light mazdoor

for cleaning & miscellaneous Day 1.00 130.50 130.50

Total Rs: 1396.92



Add for hidden cost on Labour @ 15% Rs: 209.54Add for Contractor's Overheads @ 5% Rs: 69.85


Rs: 183.00

ABSTRACT:

A. Cost of Materials inluding royalty charges Rs: 163.86



TOTAL Rs: 369.34


Total cost for 25.00 Nos. Rs: 373.77

Rate per Each Rs: 15.00

Rate approved per Each Rs: 15.00


ITEM: Providing and laying uncoursed rubble stone masonry in CM 1 : 5 proportion for canal side

lining using stones and chips from approved quarry including cost of all materials,

machinery, labour, forming weep holes at specified intervals, finishing, curing etc., complete

with initial lead upto 50 m and all lifts.

DATA:Consider 10 cum UCR masonry lining in CM 1:5 proportion for rate analysis.

thickness of UCR masonry lining assumed at 30 cm.Area of masonry for 10 cum ( 10 / 0.3 ) 33.3 sqm

Through stones assumed at 1 per sqm.

For 1 cum CM 1:5 prop Cement : 285 kg Sand : 1.00 cum

Cement mortar content assumed at 40 percent.

Quantity of mortar for 10 cum masonry ( 10 x 0.4 ) 4.00 cum

Wastage of materials : Cement : 1 % Sand & stones : 2 %

1. Requirement of materials :

Quantity

in Rs.

Rate

Aportioned cost of labour @ 10 % for lug slabs :

Description

146


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Cement for 4 cum mortar ( 4 x 285 x 1.01 ) : 1152 kg

Sand for 4 cum mortar ( 4 x 1.00 x 1.02 ) : 4.10 cum

Uncoursed rubble stones ( 10 x 0.97 x 1.02 ) : 9.90 cum

Through stones @ 1 per sqm ( 33.3 x 1 x 1.02 ) : 34 Nos

Stone chips @ 15 % ( 10 x 0.15 x 1.02 ) : 1.55 cum


Deploy 5 hp diesel pump for 0.5 hour for water required for mortar mixing and curing.

Deploy 8000 ltr water tanker for 1 hour for water required for mortar mixing and curing.


Maistry : 1 No.

Laying masonry Mason Cl I : 2 Nos.

Laying masonry Mason Cl II : 2 Nos

Conveying stones Heavy mazdoor : 2 Nos.

Conveying stones chips Light mazdoor : 1 No.

Cement mortar mixing & loading pans Heavy mazdoor : 1 No.

Conveying mortar Light mazdoor : 2 Nos.

Packing mortar Heavy mazdoor : 1 No.

Curing Light mazdoor : 1 No.

RATE ANALYSIS UNIT : 10.00 cum

A. MATERIALS:

Sl No Unit Amount

in Rs.

1 Cement 43 Gr kg 1152.00 4.00 4608.00

2 Sand ( screened ) cum 4.10 199.00 815.90

3 Uncoursed rubble stones at quarry cum 9.90 200.00 1980.00

4 Through stones 200 x 200 x 300 mm Nos 34.00 9.00 306.00

5 Stone chips at quarry cum 1.55 240.00 372.00

Total Rs: 8081.90




Add Royalty charges on stones @ ( Included in material rate ) Rs: 0.00

Add Royalty charges on sand @ ( Included in material rate ) Rs: 0.00


B. MACHINERY:

Sl No Unit Amount

in Rs.1 5 hp pump ( diesel ) Hour 0.50 7.00 3.50


2 Water tanker ( 8000 ltr ) Hour 1.00 268.00 268.00


Total Rs: 507.00




Quantity

Quantity

Rate

in Rs.

Rate

in Rs.

Perticulars

Description

147


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C. LABOUR:

Sl No Unit Amount

in Rs.



3 Maistry Day 1.00 141.50 141.50

4 Mason Class I Day 2.00 159.00 318.00

5 Mason Class II Day 2.00 148.50 297.00

6 Heavy mazdoor Day 4.00 132.00 528.00

7 Light mazdoor Day 4.00 130.50 522.00

Total Rs: 1881.10






ABSTRACT:

A. Cost of Materials including royalty charges Rs: 9375.00



TOTAL Rs: 12400.22


Total cost for 10.00 cum Rs: 12549.02

Rate per cum Rs: 1255.00

Rate approved per cum Rs: 1255.00


ITEM: Providing and laying uncoursed rubble stone masonry in CM 1 : 5 proportion for canal side

lining using stones and chips from canal excavation including cost of all materials,

machinery, labour, forming weep holes at specified interval, finishing, curing etc., complete

with initiallead upto 50 m and all lifts.

Note : Stones and chips will be issued from dump yard at specified issue rate.

DATA:Consider 10 cum UCR masonry lining in CM 1:5 proportion for rate analysis.

thickness of UCR masonry lining assumed at 30 cm.Area of masonry for 10 cum ( 10 / 0.3 ) 33.3 sqm

Through stones assumed at 1 per sqm.



Quantity of mortar for 10 cum masonry ( 10 x 0.4 ) 4.00 cum



Rate

in Rs.

QuantityDescription

148


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Cement for 4 cum mortar ( 4 x 285 x 1.01 ) : 1152 kg

Sand for 4 cum mortar ( 4 x 1.00 x 1.02 ) : 4.10 cum

Uncoursed rubble stones ( 10 x 0.97 x 1.02 ) : 9.90 cum

Through stones @ 1 per sqm ( 33.3 x 1 x 1.02 ) : 34 Nos






Maistry : 1 No.

1 Crowman & 1 Heavy mazdoors for sorting out stones in dump yard.

Laying masonry Mason Cl I : 2 Nos.

Laying masonry Mason Cl II : 2 Nos

Conveying stones Heavy mazdoor : 2 Nos.

Conveying stones chips Light mazdoor : 1 No.

Cement mortar mixing & loading pans Heavy mazdoor : 1 No.

Conveying mortar Light mazdoor : 2 Nos.

Packing mortar Heavy mazdoor : 1 No.

Curing Light mazdoor : 1 No.

RATE ANALYSIS UNIT : 10.00 cum

A. MATERIALS:

Sl No Unit Amount

in Rs.

1 Cement 43 Gr kg 1152.00 4.00 4608.00


3 Uncoursed rubble at dump yard cum 9.90 135.00 1336.50

4 Through stones 200 x 200 x 300 mm Nos 34.00 9.00 306.00

5 Stone chips at dump yard cum 1.55 160.00 248.00

Total Rs: 7314.40





Add Royalty charges on sand @ ( Included in material rate ) Rs: 0.00


B. MACHINERY:

Sl No Unit Amount

in Rs.


Fuel / Energy charges Hour 0.50 55.00 27.502 Water tanker ( 8000 ltr ) Hour 1.00 268.00 268.00


Total Rs: 507.00





Quantity

Rate

in Rs.

Quantity

Rate

in Rs.

Perticulars

Description

149


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C. LABOUR:

Sl No Unit Amount

in Rs.



3 Maistry Day 1.00 141.50 141.50

4 Mason Class I Day 2.00 159.00 318.00


6 Crowbarman Day 1.00 141.50 141.50



Total Rs: 2154.60






ABSTRACT:




TOTAL Rs: 11868.20


Total cost for 10.00 cum Rs: 12010.62

Rate per cum Rs: 1201.00

Rate approved per cum Rs: 1201.00


ITEM: Providing and constructing 250 mm thick dry rubble stone pitchingwith pin headers at 2 per

sqm including cost of all materials, labour, hand packing, finishing etc., complete with initial

lead upto 50 m and all lifts.

DATA:Consider 100 sqm dry rubble stone pitching for rate analysis.

Wastage of materials : Stones & chips : 2 %


Uncoursed rubble stones ( 100 x 0.25 x 0.9 x 1.02 ) : 23.95 cum

Pin headers @ 2 per sqm ( 100 x 2 ) : 200 Nos

Stone chips @ 15 % ( 100 x 0.25 x 0.15 x 1.02 ) : 3.80 cum

2. Requirement of machinery :No machinery proposed.

3. Requirement of workforce :

Maistry : 1 No.

Mason Cl II for laying pitching @ 50 sqm / day : 2 Nos

Heavy mazdoor for supplying stones and assisting mason : 4 Nos.

Light mazdoor for conveying stone chips : 1 No.

RATE ANALYSIS UNIT : 100.00 sqm

A. MATERIALS:

Quantity Rate

in Rs.

Description

150


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NOTE:If 150 mm thick murum bed is to be provided below pitching

DATA:Consider 100 sqm area of pitching:

Quantity of murum with 20 % bulkage ( 100 x 0.15 x 1.2 ) : 18 cum

Requirement of labour for spreading and tamping:

Consider 2 heavy and 2 light mazdoors.


A. MATERIALS:

Sl No Unit Amount

in Rs.

1 Murum cum 18.00 60.00 1080.00

0.00 0.00 0.00

Total Rs: 1080.00



Contd


Sl No Unit Amount

in Rs.

Contd


Add Royalty charges on murum @ ( Included in material rate ) 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





C. LABOUR:

Sl No Unit Amount

in Rs.



Total Rs: 525.00Add for small Tools and Plants @ 1% Rs: 5.25





ABSTRACT:


Rate

in Rs.

Quantity

Quantity

in Rs.

Rate

in Rs.

in Rs.

Rate

RatePerticulars

QuantityPerticulars

Description

Description Quantity

152


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TOTAL Rs: 1940.55


Total cost for 100.00 sqm Rs: 1963.84

Add per sqm Rs: 20.00


ITEM: Providing and constructing300 mm thick dry rubble stone pitchingwith pin headers at 2 per




Wastage of materials : stones & chips : 2 %






No machinery proposed.


Maistry : 1 No.


Heavy mazdoor for assisting mason : 5 Nos.



A. MATERIALS:

Sl No Unit Amount

in Rs.


2 Pin header ( Through stone ) 300 mm Nos 200.00 9.00 1800.00


Total Rs: 8401.60






B. MACHINERY:

Sl No Unit Amountin Rs.

1 Nil 0.00 0.00 0.00

0.00 0.00 0.00

Total Rs: 0.00





Quantity

Quantity

in Rs.

Rate

Ratein Rs.

Description

Perticulars

153


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C. LABOUR:

Sl No Unit Amount

in Rs.

1 Maistry Day 1.00 141.50 141.50




Total Rs: 1229.00






ABSTRACT:




TOTAL Rs: 11355.85



Rate per sqm Rs: 115.00

Rate approved per sqm Rs: 115.00

NOTE:If 150 mm thick murum bed is to be provided below pitching add Rs: 20.00

( As per rate analysis under item 59- Note )


ITEM: Providing and constructing 450 mm thick dry rubble stone pitchingwith pin headers at 2 per




Wastage of materials : Stones & chips : 2 %.








Maistry : 1 No.

Mason Cl II for laying pitching @ 30 sqm / day : 3.5 Nos


Light mazdoor for conveying stone chips : 2 Nos.

Quantity Rate

in Rs.

Description

154


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A. MATERIALS:

Sl No Unit Amount

in Rs.




Total Rs: 11711.20






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





C. LABOUR:

Sl No Unit Amount

in Rs.

1 Maistry Day 1.00 141.50 141.50




Total Rs: 1846.25






ABSTRACT:


B. Hire charges of Machinery Rs: 0.00C. Cost of Labour Rs: 2418.59

TOTAL Rs: 16003.58





NOTE:If 150 mm thick murum bedis to be provided below pitching add Rs: 20.00

Quantity

Rate

Quantity

Quantity

in Rs.

Rate

in Rs.

Rate

in Rs.

Description

Description

Perticulars

155


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( As per rate analysis under item 59 - Note )


ITEM: Providing and constructing 300 mm thick rubble stone pitching set in CM 1: 5proportion

with pin headers at 2 per sqm in including cost of all materials, labour, packing chips and

mortar, finishing, curing etc., complete with initial lead upto 50 m and all lifts.

DATA:Consider 100 sqm rubble stone pitching in CM 1:5 proportion.



Quantity of mortar for 100 sqm pitching ( 100 x 0.3 x 0.35 ) 10.5 cum



Uncoursed rubble stones ( 100 x 0.3 x 0.9 x 1.02 ) : 27.50 cumPin headers @ 2 per sqm ( 100 x 2 ) : 200 Nos


Cement for 10.5 cum mortar ( 10.5 x 285 x 1.01 ) : 3023 kg

Sand for 10.5 cum mortar ( 10.5 x 1.00 x 1.02 ) : 10.70 cum





Maistry : 1 No.



Heavy mazdoor for preparing cement mortar : 2 Nos

Heavy mazdoor for packing mortar : 2 Nos.


Light mazdoor for conveying mortar : 4 Nos

Light mazdoor for curing and miscellaneous works : 1 No.


A. MATERIALS:

Sl No Unit Amount

in Rs.



3 Stone chips @ 15 % at quarry cum 4.60 240.00 1104.00

4 Cement kg 3023.00 4.00 12092.00


Total Rs: 22625.30Add for small Tools and Plants @ 1% Rs: 226.25




Add Royalty charges on Sand @ ( Included in material rate ) Rs: 0.00


B. MACHINERY:

Quantity

in Rs.

RatePerticulars

156


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Sl No Unit Amount

in Rs.



2 Water tanker ( 8000 ltr ) Hour 1.00 268.00 268.00


Total Rs: 507.00





C. LABOUR:

Sl No Unit Amount

in Rs.1 Crew for Pump Hour 2.00 35.80 71.60


3 Maistry Day 1.00 141.50 141.50




Total Rs: 2702.80






ABSTRACT:




TOTAL Rs: 30346.99








ITEM: Providing and constructing 300 mm thick dry size stone pitching using 200 to 250 mm size

stones with pin headers at 2 per sqm including cost of all materials, labour, hand packing,

finishing etc., complete with initial lead upto 50 m and all lifts.

DATA:Consider 100 sqm dry size stone pitching for rate analysis.

Average 14.2 size stones considered per sqm pitching area.


Quantity

Quantity

Rate

in Rs.

Rate

in Rs.

Description

Description

157


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Size stones 200-250 mm height ( 100 x 14.2 x 0.9 x 1.02 ) : 1304 Nos.





3. Requirement of labour :






A. MATERIALS:

Sl No Unit Amount

in Rs.1 Size stones 200-250 mm height Nos 1304.00 6.00 7824.00


3 Stone chips cum 4.60 240.00 1104.00

Total Rs: 10728.00






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





C. LABOUR:

Sl No Unit Amount

in Rs.

1 Maistry Day 1.00 141.50 141.50


3 Heavy mazdoor Day 4.00 132.00 528.004 Light mazdoor Day 2.00 130.50 261.00

Total Rs: 1227.50






Quantity

Quantity

Quantity

Rate

in Rs.

in Rs.

Rate

in Rs.

Rate

Perticulars

Description

Description

158


20/21


ABSTRACT:




TOTAL Rs: 14052.51








ITEM: Providing and constructing 450 mm thick dry size stone pitching using 250 to 300 mm size

stones with pin headers at 2 per sqm including cost of all materials, labour, hand packing,

finishing etc., complete with initial lead upto 50 m and all lifts.

DATA:Consider 100 sqm dry size stone pitching for rate analysis.

Average 11.5 size stones considered per sqm pitching area.







3. Requirement of labour :

Maistry 1 No.

Mason Cl II for laying pitching @ 30 sqm / day : 3.5 Nos

Heavy mazdoor for assisting masons : 7 Nos.

Light mazdoor for conveying stone chips : 2 Nos.


A. MATERIALS:

Sl No Unit Amount

in Rs.

1 Size stones 250-300 mm height Nos 1056.00 8.00 8448.00

2 Pin headers 450 mm Nos 200.00 13.00 2600.00

3 Stone chips cum 6.90 240.00 1656.00

Total Rs: 12704.00

Add for small Tools and Plants @ 1% Rs: 127.04Add for Contractor's Profit @ 10% Rs: 1270.40




B. MACHINERY:

Sl No Unit Amount

in Rs.

Quantity

Quantity Rate

Rate

in Rs.

in Rs.

Description

Perticulars

159


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1 Nil 0.00 0.00 0.00

0.00 0.00 0.00

Total Rs: 0.00





C. LABOUR:

Sl No Unit Amount

in Rs.

1 Maistry Day 1.00 141.50 141.50


3 Heavy mazdoor Day 7.00 132.00 924.004 Light mazdoor Day 2.00 130.50 261.00

Total Rs: 1846.25






ABSTRACT:




TOTAL Rs: 17155.23








ITEM: Providing and constructing 300 mm thick size stone pitching using 200 to 250 mm size

stones with pin headers at 2 per sqm set in CM 1 : 5 proportion with pointing joints in CM 1:3

proportion including cost of all materials, labour, packing chips and mortar, finishing, curing

etc.complete with initiallead upto 50 m and all lifts.

DATA:Consider 100 sqm size stone pitching in CM 1:5 proportion for rate analysis.

Average 13.5 size stones considered per sqm pitching area allowing 20 mm mortar joints.



Pin headers( Through stones ) @ 2 per sqm ( 100 x 2 ) : 200 Nos

Stone chips @ 15 % with 2 % wastage ( 100 x 0.3 x 0.15 x 1.02 ) : 4.60 cum

Cement mortar 1 : 5 propn @ 30 % for packing ( 100 x 0.3 x 0.3 ) : 9.00 cum

Quantity Rate

in Rs.

Description

data rates-canal works-part 8

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