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cost of all materials, machinery, labour, scaffolding/ rampway, cleaning, packing cement mortar,

wedging stone chips, curing etc., complete with initial lead upto 50 m and lift upto 1.5 m from

surface.

DATA:For 1 cum masonry :- Rubble stones : 0.85 cum Stone chips : 0.15 cum.

Sand : 0.40 cum Cement : 143 kg Wastage : 1 % for cement & 2 % for stones / sand.

Cement mortar preparation : Manual

Output of 1 Mason Class-I with 2 Mason Class-II : 10 cum /day

Consider 10 cum masonry for rate analysis.

1. Requirement of materials:

Cement ( 10 x 143 x 1.01 ) : 1445 kg

Rubble stones ( 10 x 0.85 x 1.02 ) : 8.65 cum

Stone chips ( 10 x 0.15 x 1.02 ) : 1.55 cum

Sand ( screened ) ( 10 x 0.4 x 1.02 ) : 4.10 cum

2. Requirement of machinery :

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

Deploy 1 Pump 5 hp for 0.5 hour for water required for mortar mixing / curing / cleaning etc.

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

Maistry ( same as in Item : 35 ) : 1 No.Mason Class-I ( same as in Item : 35 ) : 1 No.

Mason Class-II ( same as in Item : 35 ) : 2 Nos.

Heavy mazdoor ( same as in Item : 35 ) with 2 extra for lift involved : 12 Nos

Light mazdoor ( same as in Item : 35 ) : 5 Nos.

RATE ANALYSIS UNIT : 10.00 cum

A. MATERIALS:

Sl No Unit Amount

in Rs.

1 Cement kg 1445.00 4.00 5780.00

2 Rubble stones cum 8.65 200.00 1730.00

3 Stone chips cum 1.55 240.00 372.00

4 Sand screened cum 4.10 199.00 815.90

Total Rs: 8697.90

Add for small Tools and Plants @ 1% Rs: 86.98

Add for Contractor's Profit @ 10% Rs: 869.79

Add for Contractor's Overheads @ 5% Rs: 434.90

Add for scaffolding / rampway @ 2% Rs: 173.96

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

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

Total cost of Materials : Rs: 10263.52

B. MACHINERY:

Sl No Unit Amount

in Rs.

1 Water tanker 8000 ltr Hour 1.00 268.00 268.00

Fuel / Energy charges Hour 1.00 208.00 208.00contd

B. MACHINERY ( Contd ):

Sl No Unit Amount

Description

Perticulars Quantity Rate

in Rs.

Quantity Rate

in Rs.

Description Quantity Rate

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in Rs.

contd

2 5 hp pump ( diesel ) Hour 0.50 7.00 3.50

Fuel / Energy charges Hour 0.50 55.00 27.50

Total Rs: 507.00

Add for small Tools and Plants @ 1% Rs: 5.07

Add for Contractor's Profit on DPOL / Energy @ 10% Rs: 23.55

Add for Contractor's Overheads @ 5% Rs: 25.35

Total hire charges of Machinery : Rs: 560.97

C. LABOUR:

Sl No Unit Amount

in Rs.

1 Crew for Water tanker Hour 1.00 56.70 56.70

2 Crew for Pump Hour 0.50 35.80 17.90

3 Maistry Day 1.00 141.50 141.50

4 Mason Class-I Day 1.00 159.00 159.00

5 Mason Class-II Day 2.00 148.50 297.00

6 Heavy mazdoor

for conveying rubble / chips Day 6.00 132.00 792.00

for preparing mortar Day 2.00 132.00 264.00for loading mortar pans Day 1.00 132.00 132.00

for laying & packing mortar Day 3.00 132.00 396.00

7 Light mazdoor

for washing rubble / finishing / curing Day 1.00 130.50 130.50

for conveying mortar Day 4.00 130.50 522.00

Total Rs: 2908.60

Add for small Tools and Plants @ 1% Rs: 29.09

Add for Contractor's Profit @ 10% Rs: 290.86

Add for hidden cost on Labour @ 15% Rs: 436.29

Add for Contractor's Overheads @ 5% Rs: 145.43

Add for labour for scaffolding / rampway @ 2% Rs: 58.17

Total cost of Labour : Rs: 3868.44

ABSTRACT:

A. Cost of Materials including royalty charges Rs: 10263.52

B. Hire charges of Machinery Rs: 560.97

C. Cost of Labour Rs: 3868.44

TOTAL Rs: 14692.93

Add for enabling works @ 1.10% Rs: 161.62

Total cost for 10.00 cum Rs: 14854.55

Rate per cum Rs: 1485.00

Rate approved per cum Rs: 1485.00

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

SECTION: CANAL C.D WORKS. YEAR : 2010-11 ITEM No: 37

ITEM: Providing and constructing coursed rubble masonry second sort in CM 1:4proportion with

Description

in Rs.

Quantity Rate

in Rs.

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stones from approved source including cost of all materials, machinery, labour, scaffolding,

ramps, cleaning, packing mortar, wedging stone chips, finishing, curing etc., complete with

initial lead upto 50 m and initial lift upto 1.5 m from surface.

DATA:Thickness of face stone masonry assumed : 60 cm

For 1 cum masonry :- Size stones 250 x 250 x 300 mm : 18 Nos. Stone chips : 0.15 cum

Header stones 250 x 250 x 450 mm size : 6 Nos. Rubble stones : 0.45 cum

Sand : 0.35 cum Cement : 133 kg Wastage : 1 % for cement & 2 % for stone / sand

Preparation of mortar : Manual

Output of 1 Mason Class-I with 2 Mason Class-II per day : 10.00 cum

Consider 10 cum C R masonry for rate analysis.

1. Requirement of materials:

Cement ( 10 x 133 x 1.01 ) : 1344 kg

Size stones 250 x250 x 300 mm ( 10 x 18 x 1.02 ) : 183 Nos

Header stones 250 x 250 x 450 mm ( 10 x 6 x 1.02 ) : 61 Nos.

Rubble stones ( 10 x 0.45 x 1.02 ) : 4.60 cum

Stone chips ( 10 x 0.15 x 1.02 ) : 1.55 cum

Sand ( screened ) ( 10 x 0.35 x 1.02 ) : 3.55 cum

2. Requirement of machinery :

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

Deploy 1 Pump 5 hp for 0.5 hour for water required for mortar mixing / curing / cleaning etc.3. Requirement of workforce ( other than machinery crew ) :

Maistry ( same as in Item : 35 ) : 1 No.

Stone chiseller Cl- II : 2 Nos.

Mason Class-I ( same as in Item : 35 ) : 1 No.

Mason Class-II ( same as in Item : 35 ) : 2 Nos.

Heavy mazdoor ( same as in Item : 35 ) with 2 extra for lift involved : 12 Nos

Light mazdoor ( same as in Item : 35 ) : 5 Nos.

RATE ANALYSIS UNIT : 10.00 cum

A. MATERIALS:

Sl No Unit Amount

in Rs.

1 Cement kg 1344.00 4.00 5376.00

2 Header stones 250 x 250 x 450 mm Nos 61.00 9.00 549.00

3 Size stones 250 x 250 x 300 mm Nos 183.00 6.00 1098.00

4 Rubble stones cum 4.60 200.00 920.00

5 Stone chips cum 1.55 240.00 372.00

6 Sand screened cum 3.55 199.00 706.45

Total Rs: 9021.45

Add for small Tools and Plants @ 1% Rs: 90.21

Add for Contractor's Profit @ 10% Rs: 902.15

Add for Contractor's Overheads @ 5% Rs: 451.07

Add for scaffolding / rampway materials @ 2% Rs: 180.43

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

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

Total cost of Materials : Rs: 10645.31

B. MACHINERY:

Sl No Unit Amount

in Rs.

1 Water tanker 8000 ltr Hour 1.00 268.00 268.00

Perticulars

Description Rate

in Rs.

Quantity Rate

Quantity

in Rs.

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Fuel / Energy charges Hour 1.00 208.00 208.00

2 5 hp pump ( diesel ) Hour 0.50 7.00 3.50

Fuel / Energy charges Hour 0.50 55.00 27.50

Total Rs: 507.00

Add for small Tools and Plants @ 1% Rs: 5.07

Add for Contractor's Profit on DPOL / Energy @ 10% Rs: 23.55

Add for Contractor's Overheads @ 5% Rs: 25.35

Total hire charges of Machinery : Rs: 560.97

C. LABOUR:

Sl No Unit Amount

in Rs.

1 Crew for Water tanker Hour 1.00 56.70 56.70

2 Crew for Pump Hour 0.50 35.80 17.90

3 Maistry Day 1.00 141.50 141.50

4 Stone chiseller Cl -II Day 2.00 146.00 292.00

5 Mason Class-I Day 1.00 159.00 159.00

6 Mason Class-II Day 2.00 148.50 297.00

7 Heavy mazdoor

for conveying stones / chips / rubble Day 4.00 132.00 528.00

for preparation of mortar Day 2.00 132.00 264.00for loading mortar pans Day 1.00 132.00 132.00

for laying & packing mortar Day 5.00 132.00 660.00

8 Light mazdoor

for washing rubble / finishing / curing Day 1.00 130.50 130.50

for conveying mortar Day 4.00 130.50 522.00

Total Rs: 3200.60

Add for small Tools and Plants @ 1% Rs: 32.01

Add for Contractor's Profit @ 10% Rs: 320.06

Add for hidden cost on Labour @ 15% Rs: 480.09

Add for Contractor's Overheads @ 5% Rs: 160.03

Add for labour for scaffolding / rampway @ 2% Rs: 64.01

Total cost of Labour : Rs: 4256.80

ABSTRACT:

A. Cost of Materials including royalty charges Rs: 10645.31

B. Hire charges of Machinery Rs: 560.97

C. Cost of Labour Rs: 4256.80

TOTAL Rs: 15463.08

Add for enabling works @ 1.10% Rs: 170.09

Total cost for 10.00 cum Rs: 15633.17

Rate per cum Rs: 1563.00

Rate approved per cum Rs: 1563.00

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

SECTION: CANAL C.D WORKS. YEAR : 2010-11 ITEM No: 38

ITEM: Providing and constructing coursed rubble masonry first sort in CM 1:4 proportion with

stones from approved source including cost of all materials, machinery, labour, scaffolding,

ramps, cleaning, packing mortar, wedging stone chips, finishing, curing etc., complete with

Description RateQuantity

in Rs.

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initial lead upto 50 m and initial lift upto 1.5 m from surface.

DATA:Thickness of face stone masonry assumed : 60 cm

For 1 cum masonry :- Size stones 250 x 250 x 300 mm : 18 Nos. Stone chips : 0.15 cum

Header stones 250 x 250 x 450 mm size : 6 Nos. Rubble stones : 0.45 cum

Sand : 0.35 cum Cement : 133 kg Wastage : 1 % for cement & 2 % for stone / sand

Preparation of mortar : Manual

Output of 1 Mason Class-I with 2 Mason Class-II per day : 10.00 cum

Consider 10 cum masonry for rate analysis.

1. Requirement of materials:

Cement ( 10 x 133 x 1.01 ) : 1344 kg

Size stones 250 x250 x 300 mm ( 10 x 18 x 1.02 ) : 183 Nos

Header stones 250 x 250 x 450 mm ( 10 x 6 x 1.02 ) : 61 Nos.

Rubble stones ( 10 x 0.45 x 1.02 ) : 4.60 cum

Stone chips ( 10 x 0.15 x 1.02 ) : 1.55 cum

Sand ( screened ) ( 10 x 0.35 x 1.02 ) : 3.55 cum

2. Requirement of machinery :

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

Deploy 1 Pump 5 hp for 0.5 hour for water required for mortar mixing / curing / cleaning etc.

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

Maistry ( same as in Item : 35 ) : 1 No.Stone chiseller Cl- II : 5 Nos.

Mason Class-I ( same as in Item : 35 ) : 1 No.

Mason Class-II ( same as in Item : 35 ) : 2 Nos.

Heavy mazdoor ( same as in Item : 35 ) with 2 extra for lift involved : 12 Nos

Light mazdoor ( same as in Item : 35 ) : 5 Nos.

RATE ANALYSIS UNIT : 10.00 cum

A. MATERIALS:

Sl No Unit Amount

in Rs.

1 Cement kg 1344.00 4.00 5376.00

2 Header stones 250 x 250 x 450 mm Nos 61.00 9.00 549.00

3 Size stones 250 x 250 x 300 mm Nos 183.00 6.00 1098.00

4 Rubble stones cum 4.60 200.00 920.00

5 Stone chips cum 1.55 240.00 372.00

6 Sand screened cum 3.55 199.00 706.45

Total Rs: 9021.45

Add for small Tools and Plants @ 1% Rs: 90.21

Add for Contractor's Profit @ 10% Rs: 902.15

Add for Contractor's Overheads @ 5% Rs: 451.07

Add for scaffolding / rampway materials @ 2% Rs: 180.43

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

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

Total cost of Materials : Rs: 10645.31

B. MACHINERY:

Sl No Unit Amount

in Rs.

1 Water tanker 8000 ltr Hour 1.00 268.00 268.00

Fuel / Energy charges Hour 1.00 208.00 208.00

2 5 hp pump ( diesel ) Hour 0.50 7.00 3.50

Description

Perticulars

in Rs.

Rate

Quantity Rate

in Rs.

Quantity

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Fuel / Energy charges Hour 0.50 55.00 27.50

Total Rs: 507.00

Add for small Tools and Plants @ 1% Rs: 5.07

Add for Contractor's Profit on DPOL / Energy @ 10% Rs: 23.55

Add for Contractor's Overheads @ 5% Rs: 25.35

Total hire charges of Machinery : Rs: 560.97

C. LABOUR:

Sl No Unit Amount

in Rs.

1 Crew for Water tanker Hour 1.00 56.70 56.70

2 Crew for Pump Hour 0.50 35.80 17.90

3 Maistry Day 1.00 141.50 141.50

4 Stone chiseller Cl -II Day 5.00 146.00 730.00

5 Mason Class-I Day 1.00 159.00 159.00

6 Mason Class-II Day 2.00 148.50 297.00

7 Heavy mazdoor

for conveying rubble / stones / chips Day 4.00 132.00 528.00

for preparing mortar & loading into pans Day 3.00 132.00 396.00

for laying & packing mortar Day 5.00 132.00 660.00

8 Light mazdoorfor washing rubble / finishing / curing Day 1.00 130.50 130.50

for conveying mortar Day 4.00 130.50 522.00

Total Rs: 3638.60

Add for small Tools and Plants @ 1% Rs: 36.39

Add for Contractor's Profit @ 10% Rs: 363.86

Add for hidden cost on Labour @ 15% Rs: 545.79

Add for Contractor's Overheads @ 5% Rs: 181.93

Add for labour for scaffolding / rampway @ 2% Rs: 72.77

Total cost of Labour : Rs: 4839.34

ABSTRACT:

A. Cost of Materials including royalty charges Rs: 10645.31

B. Hire charges of Machinery Rs: 560.97

C. Cost of Labour Rs: 4839.34

TOTAL Rs: 16045.62

Add for enabling works @ 1.10% Rs: 176.50

Total cost for 10.00 cum Rs: 16222.12

Rate per cum Rs: 1622.00

Rate approved per cum Rs: 1622.00

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

SECTION: CANAL C.D WORKS. YEAR : 2010-11 ITEM No: 39

ITEM: Providing cement mortar pointing to coursed rubble face stone masonry in CM 1 : 2

proportion by volume including raking and cleaning joints for 50 mm depth, pressing cement

mortar into joints, cost of all materials, labour, scaffolding, finishing, curing etc., complete with

initial lead upto 50 m and all lifts.

Description RateQuantity

in Rs.

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DATA:Consider 100 sqm pointing area for rate analysis.

Quantity of CM considering 15 to 20 mm wide and 50 mm deep joints : 0.58 cum

Quantity of mortar for 100 sqm with 10 % wastage : 0.64 cum

For 1 cum cement mortar 1 : 2 proportion Cement : 600 kg Sand : 0.84 cum.

1. Requirement of materials:

Cement ( 0.64 x 600 x 1.01 ) : 388 kg

Sand ( screened ) ( 0.64 x 0.84 x 1.02 ) : 0.55 cum

2. Requirement of machinery :

No machinery proposed.

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

Maistry : 1 No.

Mason Class-I @ 10 sqm / day : 10 Nos.

Heavy mazdoor for preparing mortar / cleaning joints etc : 5 Nos

Light mazdoor for conveying mortar and curing etc : 5 Nos.

RATE ANALYSIS UNIT : 100.00 sqm

A. MATERIALS:

Sl No Unit Amountin Rs.

1 Cement kg 388.00 4.00 1552.00

2 Sand screened cum 0.55 199.00 109.45

Total Rs: 1661.45

Add for small Tools and Plants @ 1% Rs: 16.61

Add for Contractor's Profit @ 10% Rs: 166.15

Add for Contractor's Overheads @ 5% Rs: 83.07

Add for scaffolding / ramps etc @ 2% Rs: 33.23

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

Total cost of Materials : Rs: 1960.51

B. MACHINERY:

Sl No Unit Amount

in Rs.

1 NIL 0.00 0.00 0.00

( Manual mixing ) 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 on DPOL / Energy @ 10% Rs: 0.00

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

Total hire charges of Machinery : Rs: 0.00

C. LABOUR:

Sl No Unit Amount

in Rs.

1 Mason Cl- I Day 10.00 159.00 1590.00

2 Maistry Day 1.00 141.50 141.50

3 Heavy mazdoor Day 5.00 132.00 660.00

4 Light mazdoor Day 5.00 130.50 652.50

Total Rs: 3044.00

Perticulars

Description

Description

Quantity Rate

Quantity

in Rs.

in Rs.

Rate

Quantity Rate

in Rs.

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Add for small Tools and Plants @ 1% Rs: 30.44

Add for Contractor's Profit @ 10% Rs: 304.40

Add for hidden cost on Labour @ 15% Rs: 456.60

Add for Contractor's Overheads @ 5% Rs: 152.20

Add for labour for scaffolding / rampway @ ( Included in masonry ) Rs: 0.00

Total cost of Labour : Rs: 3987.64

ABSTRACT:

A. Cost of Materials including royalty charges Rs: 1960.51

B. Hire charges of Machinery Rs: 0.00

C. Cost of Labour Rs: 3987.64

TOTAL Rs: 5948.15

Add for enabling works / water charges @ 1.10% Rs: 65.43

Total cost for 100.00 sqm Rs: 6013.58

Rate per sqm Rs: 60.00

Rate approved per sqm Rs: 60.00

SECTION: CANAL C.D WORKS. YEAR : 2010-11 ITEM No: 40

ITEM: Providing cement mortar pointing to coursed rubble face stone masonry in CM 1 : 3

proportion by volume including raking and cleaning joints for 50 mm depth, pressing cementmortar into joints, cost of all materials, labour, scaffolding, finishing, curing etc., complete with

initial lead upto 50 m and all lifts.

DATA:Consider 100 sqm area for analysis.

Quantity of CM considering 15 to 20 mm wide and 50 mm deep joints : 0.58 cum

Quantity of mortar for 100 sqm with 10 % wastage : 0.64 cum

For 1 cum cement mortar 1 : 3 proportion Cement : 460 kg Sand : 0.96 cum.

1. Requirement of materials:

Cement ( 0.64 x 460 x 1.01 ) : 298 kg

Sand ( screened ) ( 0.64 x 0.96 x 1.02 ) : 0.65 cum

2. Requirement of machinery :

No machinery proposed.

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

Maistry : 1 No.

Mason Class-I @ 10 sqm / day : 10 Nos.

Heavy mazdoor for preparing mortar / cleaning joints etc : 5 Nos

Light mazdoor for conveying mortar and curing etc : 5 Nos.

RATE ANALYSIS UNIT : 100.00 sqmA. MATERIALS:

Sl No Unit Amount

in Rs.

1 Cement kg 298.00 4.00 1192.00

2 Sand screened cum 0.65 199.00 129.35

Total Rs: 1321.35

Add for small Tools and Plants @ 1% Rs: 13.21

Add for Contractor's Profit @ 10% Rs: 132.14

Perticulars Rate

in Rs.

Quantity

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Add for Contractor's Overheads @ 5% Rs: 66.07

Add for scaffolding / ramps etc @ 2% Rs: 26.43

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

Total cost of Materials : Rs: 1559.19

B. MACHINERY:

Sl No Unit Amount

in Rs.

1 NIL 0.00 0.00 0.00

( Manual mixing ) 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 on DPOL / Energy @ 10% Rs: 0.00

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

Total hire charges of Machinery : Rs: 0.00

C. LABOUR:

Sl No Unit Amount

in Rs.

1 Mason Cl- I Day 10.00 159.00 1590.00

2 Maistry Day 1.00 141.50 141.503 Heavy mazdoor Day 5.00 132.00 660.00

4 Light mazdoor Day 5.00 130.50 652.50

Total Rs: 3044.00

Add for small Tools and Plants @ 1% Rs: 30.44

Add for Contractor's Profit @ 10% Rs: 304.40

Add for hidden cost on Labour @ 15% Rs: 456.60

Add for Contractor's Overheads @ 5% Rs: 152.20

Add for labour for scaffolding / rampway @ ( Included in masonry ) Rs: 0.00

Total cost of Labour : Rs: 3987.64

ABSTRACT:

A. Cost of Materials including royalty charges Rs: 1559.19

B. Hire charges of Machinery Rs: 0.00

C. Cost of Labour Rs: 3987.64

TOTAL Rs: 5546.83

Add for enabling works / water charges @ 1.10% Rs: 61.02

Total cost for 100.00 sqm Rs: 5607.85

Rate per sqm Rs: 56.00

Rate approved per sqm Rs: 56.00

SECTION: CANAL C.D WORKS. YEAR : 2010-11 ITEM No: 41

ITEM: Providing 12 mm thick plastering in cement mortar 1:3 proportion by volume including cost

of all materials, machinery, labour, scaffolding, cleaning joints, smooth finishing, curing etc.,

complete with initiallead upto 50 m and all lifts.

DATA:Consider 100 sqm plastering area for analysis.

Quantity of mortar for 100 sqm plastering with 10 % wastage : 1.32 cum

For 1 cum cement mortar 1 : 3 proportion Cement : 460 kg Sand : 0.96 cum.

1. Requirement of materials:

Description

Description Quantity

in Rs.

Rate

in Rs.

Quantity Rate

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Cement ( 1.32 x 460 x 1.01 ) : 614 kg

Sand ( screened ) ( 1.32 x 0.96 x 1.02 ) : 1.30 cum

2. Requirement of machinery :

No machinery proposed.

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

Maistry : 1 No.

Mason Class-I @ 10 sqm / day : 10 Nos.

Heavy mazdoor for preparing mortar / cleaning joints etc : 10 Nos

Light mazdoor for conveying mortar and curing etc : 10 Nos.

RATE ANALYSIS UNIT : 100.00 sqm

A. MATERIALS:

Sl No Unit Amount

in Rs.

1 Cement kg 614.00 4.00 2456.00

2 Sand screened cum 1.30 199.00 258.70

Total Rs: 2714.70

Add for small Tools and Plants @ 1% Rs: 27.15

Add for Contractor's Profit @ 10% Rs: 271.47

Add for Contractor's Overheads @ 5% Rs: 135.74

Add for scaffolding / ramps etc @ 2% Rs: 54.29Add Royalty charges on Sand @ ( Included in material rates ) Rs: 0.00

Total cost of Materials : Rs: 3203.35

B. MACHINERY:

Sl No Unit Amount

in Rs.

1 NIL 0.00 0.00 0.00

( Manual mixing ) 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 on DPOL / Energy @ 10% Rs: 0.00

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

Total hire charges of Machinery : Rs: 0.00

C. LABOUR:

Sl No Unit Amount

in Rs.

1 Mason Cl- I Day 10.00 159.00 1590.00

contd

C. LABOUR ( Contd ):

Sl No Unit Amount

in Rs.contd

2 Maistry Day 1.00 141.50 141.50

3 Heavy mazdoor Day 10.00 132.00 1320.00

4 Light mazdoor Day 10.00 130.50 1305.00

Total Rs: 4356.50

Add for small Tools and Plants @ 1% Rs: 43.57

Add for Contractor's Profit @ 10% Rs: 435.65

Add for hidden cost on Labour @ 15% Rs: 653.48

Perticulars

Description

Description

Description

in Rs.

in Rs.

Quantity Rate

in Rs.

Quantity Rate

Quantity Rate

in Rs.

Quantity Rate

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Add for Contractor's Overheads @ 5% Rs: 217.83

Add for labour for scaffolding / rampway @ ( Included in masonry ) Rs: 0.00

Total cost of Labour : Rs: 5707.02

ABSTRACT:

A. Cost of Materials including royalty charges Rs: 3203.35

B. Hire charges of Machinery Rs: 0.00

C. Cost of Labour Rs: 5707.02

TOTAL Rs: 8910.36

Add for enabling works / water charges @ 1.10% Rs: 98.01

Total cost for 100.00 sqm Rs: 9008.37

Rate per sqm Rs: 90.00

Rate approved per sqm Rs: 90.00

SECTION: CANAL C.D WORKS. YEAR : 2010-11 ITEM No: 42

ITEM: Providing12 mm thick plastering in cement mortar 1:4 proportion by volume including cost

of all materials, machinery, labour, scaffolding, cleaning joints, smooth finishing, curing etc.,

complete with initial lead upto 50 m and all lifts.

DATA:Consider 100 sqm plastering area for analysis.Quantity of mortar for 100 sqm plastering with 10 % wastage : 1.32 cum

For 1 cum cement mortar 1 : 4 proportion Cement : 360 kg Sand : 1.00 cum.

1. Requirement of materials:

Cement ( 1.32 x 360 x 1.01 ) : 480 kg

Sand ( screened ) ( 1.32 x 1.00 x 1.02 ) : 1.35 cum

2. Requirement of machinery :

No machinery proposed.

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

Maistry : 1 No.

Mason Class-I @ 10 sqm / day : 10 Nos.

Heavy mazdoor for preparing mortar / cleaning joints etc : 5 Nos

Light mazdoor for conveying mortar and curing etc : 5 Nos.

RATE ANALYSIS UNIT : 100.00 sqm

A. MATERIALS:

Sl No Unit Amount

in Rs.1 Cement kg 480.00 4.00 1920.00

2 Sand screened cum 1.35 199.00 268.65

Total Rs: 2188.65

Add for small Tools and Plants @ 1% Rs: 21.89

Add for Contractor's Profit @ 10% Rs: 218.87

Add for Contractor's Overheads @ 5% Rs: 109.43

Add for scaffolding / ramps etc @ 2% Rs: 43.77

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

Perticulars Quantity Rate

in Rs.

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Total cost of Materials : Rs: 2582.61

B. MACHINERY:

Sl No Unit Amount

in Rs.

1 NIL 0.00 0.00 0.00

( Manual mixing ) 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 on DPOL / Energy @ 10% Rs: 0.00

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

Total hire charges of Machinery : Rs: 0.00

C. LABOUR:

Sl No Unit Amount

in Rs.

1 Mason Cl- I Day 10.00 159.00 1590.00

2 Maistry Day 1.00 141.50 141.50

3 Heavy mazdoor Day 10.00 132.00 1320.00

4 Light mazdoor Day 10.00 130.50 1305.00

Total Rs: 4356.50Add for small Tools and Plants @ 1% Rs: 43.57

Add for Contractor's Profit @ 10% Rs: 435.65

Add for hidden cost on Labour @ 15% Rs: 653.48

Add for Contractor's Overheads @ 5% Rs: 217.83

Add for labour for scaffolding / rampway @ ( Included in masonry ) Rs: 0.00

Total cost of Labour : Rs: 5707.02

ABSTRACT:

A. Cost of Materials including royalty charges Rs: 2582.61

B. Hire charges of Machinery Rs: 0.00

C. Cost of Labour Rs: 5707.02

TOTAL Rs: 8289.62

Add for enabling works / water charges @ 1.10% Rs: 91.19

Total cost for 100.00 sqm Rs: 8380.81

Rate per sqm Rs: 84.00

Rate approved per sqm Rs: 84.00

SECTION: CANAL C.D WORKS. YEAR : 2010-11 ITEM No: 43

ITEM: Providing 20 mm thick plastering in cement mortar 1:3 proportion by volume including cost

of all materials, machinery, labour, scaffolding, cleaning joints, smooth finishing, curing etc.,

complete with initial lead upto 50 m and all lifts.

DATA:Consider 100 sqm plastering area for analysis.

20 mm thick plastering to be done in 2 layers of 12 mm and 8 mm .

Quantity of mortar for 100 sqm plastering with 10 % wastage : 2.20 cum

For 1 cum cement mortar 1 : 3 proportion Cement : 460 kg Sand : 0.96 cum.

1. Requirement of materials:

Cement ( 2.20 x 460 x 1.01 ) : 1022 kg

Description

Description Quantity

in Rs.

Rate

Rate

Quantity

in Rs.

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Sand ( screened ) ( 2.20 x 0.96 x 1.02 ) : 2.15 cum

2. Requirement of machinery :

No machinery proposed.

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

Maistry : 1 No.

Mason Class-II for rough plastering @ 20 sqm / day : 5 Nos.

Mason Class-I for finishing plastering @ 10 sqm / day : 10 Nos.

Heavy mazdoor for preparing mortar / cleaning joints etc : 10 Nos.

Light mazdoor for conveying mortar and curing etc : 15 Nos.

RATE ANALYSIS UNIT : 100.00 sqm

A. MATERIALS:

Sl No Unit Amount

in Rs.

1 Cement kg 1022.00 4.00 4088.00

2 Sand screened cum 2.15 199.00 427.85

Total Rs: 4515.85

Add for small Tools and Plants @ 1% Rs: 45.16

Add for Contractor's Profit @ 10% Rs: 451.59Add for Contractor's Overheads @ 5% Rs: 225.79

Add for scaffolding / ramps etc @ 2% Rs: 90.32

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

Total cost of Materials : Rs: 5328.70

B. MACHINERY:

Sl No Unit Amount

in Rs.

1 NIL 0.00 0.00 0.00

( Manual mixing ) 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 on DPOL / Energy @ 10% Rs: 0.00

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

Total hire charges of Machinery : Rs: 0.00

C. LABOUR:

Sl No Unit Amount

in Rs.

1 Mason Cl- I Day 10.00 159.00 1590.00

2 Mason Cl- II Day 5.00 148.50 742.50

3 Maistry Day 1.00 141.50 141.504 Heavy mazdoor Day 10.00 132.00 1320.00

5 Light mazdoor Day 15.00 130.50 1957.50

Total Rs: 5751.50

Add for small Tools and Plants @ 1% Rs: 57.52

Add for Contractor's Profit @ 10% Rs: 575.15

Add for hidden cost on Labour @ 15% Rs: 862.73

Add for Contractor's Overheads @ 5% Rs: 287.58

Add for labour for scaffolding / rampway @ ( Included in masonry ) Rs: 0.00

Perticulars

Description

Description

Rate

in Rs.

Quantity Rate

in Rs.

Quantity Rate

in Rs.

Quantity

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Total cost of Labour : Rs: 7534.47

ABSTRACT:

A. Cost of Materials including royalty charges Rs: 5328.70

B. Hire charges of Machinery Rs: 0.00

C. Cost of Labour Rs: 7534.47

TOTAL Rs: 12863.17

Add for enabling works/ water charges @ 1.10% Rs: 141.49

Total cost for 100.00 sqm Rs: 13004.66

Rate per sqm Rs: 130.00

Rate approved per sqm Rs: 130.00

SECTION: CANAL C.D WORKS. YEAR : 2010-11 ITEM No: 44

ITEM: Providing 20 mm thick plastering in cement mortar 1:4proportion by volume including cost

of all materials, machinery, labour, scaffolding, cleaning joints, smooth finishing, curing etc.,

complete with initial lead upto 50 m and all lifts.

DATA:Consider 100 sqm plastering area for analysis.

20 mm thick plastering to be done in 2 layers of 12 mm and 8 mm .

Quantity of mortar for 100 sqm plastering with 10 % wastage : 2.20 cumFor 1 cum cement mortar 1 : 4 proportion Cement : 360 kg Sand : 1.00 cum.

1. Requirement of materials:

Cement ( 2.20 x 360 x 1.01 ) : 800 kg

Sand ( screened ) ( 2.20 x 1.00 x 1.02 ) : 2.25 cum

2. Requirement of machinery :

No machinery proposed.

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

Maistry : 1 No.

Mason Class-II for rough plastering @ 20 sqm / day : 5 Nos.

Mason Class-I for finishing plastering @ 10 sqm / day : 10 Nos.

Heavy mazdoor for preparing mortar / cleaning joints etc : 10 Nos.

Light mazdoor for conveying mortar and curing etc : 15 Nos.

RATE ANALYSIS UNIT : 100.00 sqm

A. MATERIALS:

Sl No Unit Amount

in Rs.

1 Cement kg 800.00 4.00 3200.00

2 Sand screened cum 2.25 199.00 447.75

Total Rs: 3647.75Add for small Tools and Plants @ 1% Rs: 36.48

Add for Contractor's Profit @ 10% Rs: 364.78

Add for Contractor's Overheads @ 5% Rs: 182.39

Add for scaffolding / ramps etc @ 2% Rs: 72.96

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

Total cost of Materials : Rs: 4304.35

B. MACHINERY:

Perticulars Quantity Rate

in Rs.

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Sl No Unit Amountin Rs.

1 NIL 0.00 0.00 0.00

( Manual mixing ) 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 on DPOL / Energy @ 10% Rs: 0.00

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

Total hire charges of Machinery : Rs: 0.00

C. LABOUR:

Sl No Unit Amount

in Rs.

1 Mason Cl- I Day 10.00 159.00 1590.00

2 Mason Cl- II Day 5.00 148.50 742.50

3 Maistry Day 1.00 141.50 141.50

4 Heavy mazdoor Day 10.00 132.00 1320.00

5 Light mazdoor Day 15.00 130.50 1957.50

Total Rs: 5751.50

Add for small Tools and Plants @ 1% Rs: 57.52

Add for Contractor's Profit @ 10% Rs: 575.15Add for hidden cost on Labour @ 15% Rs: 862.73

Add for Contractor's Overheads @ 5% Rs: 287.58

Add for labour for scaffolding / rampway @ ( Included in masonry ) Rs: 0.00

Total cost of Labour : Rs: 7534.47

ABSTRACT:

A. Cost of Materials including royalty charges Rs: 4304.35

B. Hire charges of Machinery Rs: 0.00

C. Cost of Labour Rs: 7534.47

TOTAL Rs: 11838.81

Add for enabling works / water charges @ 1.10% Rs: 130.23

Total cost for 100.00 sqm Rs: 11969.04

Rate per sqm Rs: 120.00

Rate approved per sqm Rs: 120.00

SECTION: CANAL C.D WORKS. YEAR : 2010-11 ITEM No:45.a

ITEM: Providing and fixing100 mm thick roughly dressed burnt stone slabs for coping set in

CM 1: 6proportion by volume with pointing to joints in CM 1 : 3 proportion by volume including

cost of all materials, machinery, labour, finishing, curing etc., complete with initial lead upto

50 m and all lifts.

DATA:Consider 10 sqm coping for analysis.Quantity of cement mortar 1 : 6 for 20 mm thick bed : 0.20 cum

Quantity of cement mortar 1 : 3 for 20 mm thick joints : 0.05 cum

For 1 cum cement mortar 1 : 3 proportion Cement : 460 kg Sand : 0.96 cum.

For 1 cum cement mortar 1 : 6 proportion Cement : 240 kg Sand : 1.00 cum.

1. Requirement of materials:

Burnt stone slabs 10 cm thick ( 10 x 1.05 ) : 10.5 sqm

Cement for CM 1 : 6 ( 0.2 x 240 x 1.01 ) say : 50 kg

Cement for CM 1 : 3 ( 0.05 x 460 x 1.01 say : 25 kg

Description

Description Quantity Rate

in Rs.

RateQuantityin Rs.

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Sand ( screened ) ( 0.25 x 1.00 x 1.02 ) : 0.25 cum

2. Requirement of machinery :

No machinery proposed.

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

Maistry : 0.5 No.

Mason Class-II for setting stone slabs : 1 No.

Stone chiseller Cl- II for rough dressing slabs : 1 No.

Heavy mazdoor for preparing mortar / cleaning joints etc : 1 No.

Light mazdoor for conveying mortar and curing etc : 1 No.

RATE ANALYSIS UNIT : 10.00 sqm

A. MATERIALS:

Sl No Unit Amount

in Rs.

1 Cement kg 75.00 4.00 300.00

2 Sand screened cum 0.25 199.00 49.75

3 Burnt stone slab 100 mm thick sqm 10.50 190.00 1995.00

Total Rs: 2344.75

Add for small Tools and Plants @ 1% Rs: 23.45

Add for Contractor's Profit @ 10% Rs: 234.48

Add for Contractor's Overheads @ 5% Rs: 117.24

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

Total cost of Materials : Rs: 2719.91

B. MACHINERY:

Sl No Unit Amount

in Rs.

1 NIL 0.00 0.00 0.00

( Manual mixing ) 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 on DPOL / Energy @ 10% Rs: 0.00

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

Total hire charges of Machinery : Rs: 0.00

C. LABOUR:

Sl No Unit Amount

in Rs.

1 Mason Cl- II Day 1.00 148.50 148.50

2 Stone chiseller Cl- II Day 1.00 146.00 146.00

3 Maistry Day 0.50 141.50 70.75

4 Heavy mazdoor Day 1.00 132.00 132.00

5 Light mazdoor Day 1.00 130.50 130.50

Total Rs: 627.75Add for small Tools and Plants @ 1% Rs: 6.28

Add for Contractor's Profit @ 10% Rs: 62.78

Add for hidden cost on Labour @ 15% Rs: 94.16

Add for Contractor's Overheads @ 5% Rs: 31.39

Total cost of Labour : Rs: 822.35

ABSTRACT:

A. Cost of Materials including royalty charges Rs: 2719.91

Perticulars

Description

Description Quantity Rate

in Rs.

in Rs.

Quantity Rate

Quantity Rate

in Rs.

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B. Hire charges of Machinery Rs: 0.00

C. Cost of Labour Rs: 822.35

TOTAL Rs: 3542.26

Add for enabling works / water charges etc @ 1.10% Rs: 38.96

Total cost for 10.00 sqm Rs: 3581.23

Rate per sqm Rs: 358.00

Rate approved per sqm Rs: 358.00

SECTION: CANAL C.D WORKS. YEAR : 2010-11 ITEM No:45.b

ITEM: Providing and fixing100 mm thick one line dressed burnt stone slabs for coping set in

CM 1: 6proportion by volume with pointing to joints in CM 1 : 3 proportion by volume including

cost of all materials, machinery, labour, finishing, curing etc., complete with initial lead upto

50 m and all lifts.

DATA:Consider 10 sqm coping for analysis.

Quantity of cement mortar 1 : 6 for 20 mm thick bed : 0.20 cum

Quantity of cement mortar 1 : 3 for 20 mm thick joints : 0.05 cum

For 1 cum cement mortar 1 : 3 proportion Cement : 460 kg Sand : 0.96 cum.

For 1 cum cement mortar 1 : 6 proportion Cement : 240 kg Sand : 1.00 cum.

1. Requirement of materials:Burnt stone slabs 10 cm thick ( 10 x 1.05 ) : 10.5 sqm

Cement for CM 1 : 6 ( 0.2 x 240 x 1.01 ) say : 50 kg

Cement for CM 1 : 3 ( 0.05 x 460 x 1.01 say : 25 kg

Sand ( screened ) ( 0.25 x 1.00 x 1.02 ) : 0.25 cum

2. Requirement of machinery :

No machinery proposed.

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

Maistry : 0.5 No.

Mason Class-II for setting stone slabs : 1 No.

Stone chiseller Cl- I for one line dressing slabs : 4 Nos.

Heavy mazdoor for preparing mortar / cleaning joints etc : 1 No.

Light mazdoor for conveying mortar and curing etc : 1 No.

RATE ANALYSIS UNIT : 10.00 sqm

A. MATERIALS:

Sl No Unit Amount

in Rs.

1 Cement kg 75.00 4.00 300.00

2 Sand screened cum 0.25 199.00 49.75

3 Burnt stone slab 100 mm thick sqm 10.50 190.00 1995.00

Total Rs: 2344.75

Add for small Tools and Plants @ 1% Rs: 23.45

Add for Contractor's Profit @ 10% Rs: 234.48Add for Contractor's Overheads @ 5% Rs: 117.24

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

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

Total cost of Materials : Rs: 2719.91

B. MACHINERY:

Sl No Unit Amount

in Rs.

Description

Perticulars

Rate

Quantity Rate

Quantity

in Rs.

in Rs.

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1 NIL 0.00 0.00 0.00

( Manual mixing ) 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 on DPOL / Energy @ 10% Rs: 0.00

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

Total hire charges of Machinery : Rs: 0.00

C. LABOUR:

Sl No Unit Amount

in Rs.

1 Mason Cl- II Day 1.00 148.50 148.50

2 Stone chiseller Cl- I Day 4.00 146.00 584.00

3 Maistry Day 0.50 141.50 70.75

4 Heavy mazdoor Day 1.00 132.00 132.00

5 Light mazdoor Day 1.00 130.50 130.50

Total Rs: 1065.75

Add for small Tools and Plants @ 1% Rs: 10.66

Add for Contractor's Profit @ 10% Rs: 106.58

Add for hidden cost on Labour @ 15% Rs: 159.86

Add for Contractor's Overheads @ 5% Rs: 53.29Total cost of Labour : Rs: 1396.13

ABSTRACT:

A. Cost of Materials including royalty charges Rs: 2719.91

B. Hire charges of Machinery Rs: 0.00

C. Cost of Labour Rs: 1396.13

TOTAL Rs: 4116.04

Add for enabling works / water charges etc @ 1.10% Rs: 45.28

Total cost for 10.00 sqm Rs: 4161.32

Rate per sqm Rs: 416.00

Rate approved per sqm Rs: 416.00

SECTION: CANAL C.D WORKS. YEAR : 2010-11 ITEM No:45.c

ITEM: Providing and fixing100 mm thicktwo line dressed burnt stone slabs for coping set in

CM 1: 6proportion by volume with pointing to joints in CM 1 : 3 proportion by volume including

cost of all materials, machinery, labour, finishing, curing etc., complete with initial lead upto

50 m and all lifts.

DATA:Consider 10 sqm coping for analysis.

Quantity of cement mortar 1 : 6 for 20 mm thick bed : 0.20 cum

Quantity of cement mortar 1 : 3 for 20 mm thick joints : 0.05 cum

For 1 cum cement mortar 1 : 3 proportion Cement : 460 kg Sand : 0.96 cum.For 1 cum cement mortar 1 : 6 proportion Cement : 240 kg Sand : 1.00 cum.

1. Requirement of materials:

Burnt stone slabs 10 cm thick ( 10 x 1.05 ) : 10.5 sqm

Cement for CM 1 : 6 ( 0.2 x 240 x 1.01 ) say : 50 kg

Cement for CM 1 : 3 ( 0.05 x 460 x 1.01 say : 25 kg

Sand ( screened ) ( 0.25 x 1.00 x 1.02 ) : 0.25 cum

2. Requirement of machinery :

No machinery proposed.

Description Quantity Rate

in Rs.

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

Maistry : 0.5 No.

Mason Class-II for setting stone slabs : 1 No.

Stone chiseller Cl- I for two line dressing slabs : 8 Nos.

Heavy mazdoor for preparing mortar / cleaning joints etc : 1 No.

Light mazdoor for conveying mortar and curing etc : 1 No.

RATE ANALYSIS UNIT : 10.00 sqm

A. MATERIALS:

Sl No Unit Amount

in Rs.

1 Cement kg 75.00 4.00 300.00

2 Sand screened cum 0.25 199.00 49.75

3 Burnt stone slab 100 mm thick sqm 10.50 190.00 1995.00

Total Rs: 2344.75

Add for small Tools and Plants @ 1% Rs: 23.45

Add for Contractor's Profit @ 10% Rs: 234.48

Add for Contractor's Overheads @ 5% Rs: 117.24

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

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

Total cost of Materials : Rs: 2719.91

B. MACHINERY:

Sl No Unit Amount

in Rs.

1 NIL 0.00 0.00 0.00

( Manual mixing ) 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 on DPOL / Energy @ 10% Rs: 0.00

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

Total hire charges of Machinery : Rs: 0.00

C. LABOUR:

Sl No Unit Amount

in Rs.

1 Mason Cl- II Day 1.00 148.50 148.50

2 Stone chiseller Cl-I Day 8.00 146.00 1168.00

3 Maistry Day 0.50 141.50 70.75

4 Heavy mazdoor Day 1.00 132.00 132.00

5 Light mazdoor Day 1.00 130.50 130.50

Total Rs: 1649.75

Add for small Tools and Plants @ 1% Rs: 16.50

Add for Contractor's Profit @ 10% Rs: 164.98

Add for hidden cost on Labour @ 15% Rs: 247.46Add for Contractor's Overheads @ 5% Rs: 82.49

Total cost of Labour : Rs: 2161.17

ABSTRACT:

A. Cost of Materials including royalty charges Rs: 2719.91

B. Hire charges of Machinery Rs: 0.00

C. Cost of Labour Rs: 2161.17

TOTAL Rs: 4881.08

Perticulars

Description

Description

in Rs.

Quantity Rate

in Rs.

Quantity Rate

in Rs.

RateQuantity

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Add for enabling works / water charges etc @ 1.10% Rs: 53.69

Total cost for 10.00 sqm Rs: 4934.77

Rate per sqm Rs: 493.00

Rate approved per sqm Rs: 493.00

SECTION: CANAL C.D WORKS. YEAR : 2010-11 ITEM No: 46

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

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

aggregates for coping slab including cost of all materials, machinery, labour, formwork,

cleaning surface, batching, mixing, placing in position, levelling, compacting, finishing, curing

etc., complete with initial lead upto 50 m and initial lift upto 1.5 m. ( Cement content : 270

kg / cum with use of super plasticiser )

DATA:Requirement of materials :

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

Fine aggregate : 0.45 cum Cement content : 270 kg Super plasticizer : 0.80 ltr

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

Consider 300 / 200 ltr capacity mixer and 50 kg cement per mix for use of 20 mm down CA.

Equivalent volume batching using 0.3 x 0.3 x 0.3 m size boxes assumed for batching CA & FA.

Cycle time for batching / mixing / unloading 1 mix :Batching 20-10 mm CA ( 0.096 cum ) : 4.00 min

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

Batching fine aggregate parellel activity : ---

Batching cement parellel activity : ---

Loading mixer drum & miscellaneous : 1.00 min

Mixing and unloading parellel activity : ---

Add for unforeseen delay in any of the activity : 0.50 min

Total : 5.50 min

No. of mixes per day with 50 min / hr working ( 50 x 8 / 5.5 ) : 73 mixes

Output of CC for 80 mixes ( 73 x 50 / 270 ) say : 13.50 cum

Consider 13.50 cum concrete for rate analysis.

1. Requirement of materials:

Cement for mix with 1 % wastage ( 13.50 x 270 x 1.01 ) : 3682 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 ) : 11.00 ltrs

2. Requirement of machinery :

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 / curing / cleaning etc.

Deploy 1 Water tanker 8000 ltr capacity for 1 hour for water required for concrete / curing etc.3. Formwork & scaffolding :

Consider normal shuttering as concrete is laid in smaller lifts.

Shuttering at 5.50 sqm / cum of concrete considered for coping work.

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

No scaffolding required.

4. 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.

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Mason Class I ( same as in Item : 14 ) : 1 No.

Heavy mazdoor ( same as in Item : 14 except 2 mazdoors for lifting ) : 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

5. Use rate of materials :

Use rate of shuttering per sqm for 40 uses ( Annexure-A Item-8 ) @ Rs: 151.07

RATE ANALYSIS UNIT : 13.50 cum

A. MATERIALS:

Sl No Unit Amount

in Rs.

1 Cement for mix kg 3682.00 4.00 14728.00

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 11.00 75.00 825.00

5 Use rate of shuttering sqm 74.25 151.07 11216.59

6 Sundries sqm 1.00 30.00 30.00

Total Rs: 34599.04Add for small Tools and Plants @ 1% Rs: 345.99

Add for Contractor's Profit @ 10% Rs: 3459.90

Add for Contractor's Overheads @ 5% Rs: 1729.95

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: 40134.89

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 Water tanker 8000 ltr Hour 1.00 268.00 268.00

Fuel / Energy charges Hour 1.00 208.00 208.00

Total Rs: 1283.00

Add for small Tools and Plants @ 1% Rs: 12.83

Add for Contractor's Profit on DPOL / Energy @ 10% Rs: 67.55

Add for Contractor's Overheads @ 5% Rs: 64.15

Total hire charges of Machinery : Rs: 1427.53

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 Mason Class-I Day 1.00 159.00 159.00

Description

Description

Perticulars

Rate

Quantity Rate

Quantity

in Rs.

in Rs.

Quantity Rate

in Rs.