data rates-dam works-part 9

8/13/2019 Data Rates-Dam Works-Part 9

1/21

DAM ALLIED WORKS

RATE ANALYSIS UNIT : 100.00 cum

A. MATERIALS:

Sl No Unit Amount

in Rs.

1 Coarse aggregate 40-20 mm ( 85 % ) cum 86.70 381.00 33032.70


Total Rs: 40988.70

Add for small Tools and Plants @ 1% Rs: 409.89

Add for Contractor's Profit @ 10% Rs: 4098.87

Add for Contractor's Overheads @ 5% Rs: 2049.44

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

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

Total cost of Materials : Rs: 47546.89

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


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 Maistry Day 1.00 141.50 141.50

2 Heavy mazdoor Day 20.00 132.00 2640.00

3 Light mazdoor Day 20.00 130.50 2610.00

Total Rs: 5391.50



Add for hidden cost on Labour @ 15% Rs: 808.73

Add for additional hidden cost on labour @ 5% Rs: 269.58


Total cost of Labour : Rs: 7332.44

ABSTRACT:

A. Cost of Materials including royalty charges Rs: 47546.89

B. Hire charges of Machinery Rs: 0.00

C. Cost of Labour Rs: 7332.44

54879.33Add for enabling works @ 1.40% Rs: 768.31

Total cost for 100.00 cum Rs: 55647.64

Rate per cum Rs: 556.00

Rate approved per cum Rs: 556.00

SECTION: DAM AND ALLIED WORKS. YEAR : 2010-11 ITEM No: 53.e

ITEM: Providing and constructing 80 mm down coarse aggregate layer for vertical / inclined

Rate

in Rs.

Description Quantity Rate

Perticulars Quantity

in Rs.

TOTAL Rs:

in Rs.


160


2/21

DAM ALLIED WORKS

graded filter media consisting of sand and coarse aggregate layers using approved materials

satisfying specified filter creteria as per specifications including cost of all materials, machinery,

labour, laying to required slope, compaction etc., complete with initiallead upto 50 m and all

lifts.

DATA:Consider 100 cum 80 mm down coarse aggregate layer for filter drain:

Hearting embankment 80 mm down coarse aggregate filter layer

Casing embankment

1. Requirement of materials :

Quantity of 80-20 mm filter aggregate. ( 100 x 1.02 ) : 102.00 cum

80-20 mm filter shall contain 90 % 80-40 mm & 10 % 40-20 mm

2. Requirement of machinery :No machinery is required.

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

For conveying & laying 80-20 mm CA ( 1 heavy & 1 light 5 cum / day ).

Heavy mazdoor : 20 Nos.

Light mazdoor : 20 Nos.

Maistry : 1 No.


A. MATERIALS:

Sl No Unit Amount

in Rs.



Total Rs: 28396.80







B. MACHINERY:

Sl No Unit Amount

in Rs.

1 NIL 0.00 0.00 0.00

0.00 0.00 0.00

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




C. LABOUR:

Sl No Unit Amount

in Rs.

SKETCH SHOWING DETAILS OF INCLINED FILTER

Perticulars Quantity

in Rs.

Rate


in Rs.


in Rs.

161


3/21

DAM ALLIED WORKS

1 Maistry Day 1.00 141.50 141.50



Total Rs: 5391.50







ABSTRACT:








SECTION: DAM AND ALLIED WORKS. YEAR : 2010-11 ITEM No: 54

ITEM: Providing and constructing graded filter media below and behind rock-toeconsisting of

200 mm thick sand, 250 mm thick 20 - 4.75 mm and 400 mm thick 80 - 20 mm size graded

coarse aggregates satisfying filter creteria as per specifications including cost of all materials,

labour, machinery, laying to required slope, compaction etc., complete with initial lead upto

50 m and all lifts.

DATA:Total thickness of filter : 850 mm

Thickness of sand layers : 200 mm

Thickness of 20 mm down CA layers : 250 mm

Thickness of 80-20 mm CA filter : 400 mm

Consider 100 cum filter drain:

Area of filter behind rock-toe :

Sand layer 20 cm thick ( 3.5 x 0.2 ) : 0.70 sqm

20 mm down filter 25 cm thick ( 3.9 x 0.25 ) : 0.98 sqm


Area of filter below rock-toe :

Sand layer 20 cm thick ( 11.2 x 0.2 ) : 2.24 sqm



Total : 12.50 sqmLength of filter drain for 100 cum ( 100 / 12.50 ) : 8.00 m

200 mm Sand filter

250 mm 20 mm down filter

Embankment 1 1.5m

1 2

1

TOTAL Rs:

162


4/21

DAM ALLIED WORKS

Rock-toe 3 m

GL

200 mm Sand

400 mm 80 mm down filter 250 mm 20 mm down filter


Quantity of 80-20 mm filter CA ( 1.68+4.20 ) x 8 x 1.02 ) : 48.00 cum

80-20 mm filter shall contain 90 % 80-40 mm & 10 % 40-20 mm

Quantity of 20 mm down filter CA ( 0.98+2.70 ) x 8 x 1.02 ) : 30.00 cum

20 mm down filter shall contain 75 % 20-10 mm & 25 % 10 mm down

Quantity of filter sand. ( 0.70+2.24 ) x 8 x 1.02 ) : 24.00 cum

2. Requirement of machinery :

No machinery is required.


For conveying & laying sand ( 1 heavy & 1 light mazdoor : 6 cum / day ).



For conveying & laying 20 mm down CA ( 1 heavy & 1 light mazdoor : 6 cum / day ).



For conveying & laying 80-20 mm CA ( 1 heavy & 1 light mazdoor : 6 cum / day ).



Maistry : 1 No.


A. MATERIALS:

Sl No Unit Amount

in Rs.

1 Sand ( unscreened ) cum 24.00 154.00 3696.00

2 Coarse aggregate 80-40 mm cum 43.20 267.00 11534.40



5 Coarse aggregate 10 mm down cum 7.50 669.00 5017.50

Total Rs: 33776.70

Add for small Tools and Plants @ 1% Rs: 337.77Add for Contractor's Profit @ 10% Rs: 3377.67





B. MACHINERY:

Sl No Unit AmountDescription

Perticulars

Quantity

Quantity

Rate

SKETCH SHOWING DETAILS OF FILTER BELOW & BEHIND ROCK-TOE

Rate

in Rs.

163


5/21

DAM ALLIED WORKS

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









ABSTRACT:




45442.41

Add for enabling works @ 1.40% Rs: 636.19





ITEM: Providing and laying filter media consisting of 2 layers of 250 gsm poly-propeline non-woven

filter fabric and 400 mm thick20 mm down graded coarse aggregate for vertical / inclined /

horizontal filter blanket for embankment including cost of all materials, machinery, labour etc.,

complete withlead upto 50 m for aggregate and all leads for fabric and all lifts.

DATA:Consider 100 sqm filter blanket laying.

FRL Filter fabric 250 gsm 20 mm down aggregate 400 mm thick

MDDL

U / S embankment D / S embankment

Rock-toe

Description Quantity

in Rs.

Rate

in Rs.

TOTAL Rs:

164


6/21

DAM ALLIED WORKS

O

Stripped level


Filter fabric with 10 % for lapping and wastage ( 2 x 100 x 1.10 ) : 220.00 sqm

20 mm down aggregate with 2 % wastage ( 100 x 0.4 x 1.02 ) : 41.00 cum




1 heavy mazdoor & 1 light mazdoor for laying filter @ 6 cum / day.

Maistry : 1 No.



RATE ANALYSIS UNIT : 100.00 sqm

A. MATERIALS:

Sl No Unit Amount

in Rs.

1 PP filter fabric 250 gsm sqm 220.00 180.00 39600.00

2 20 - 10 mm CA @ 75 % cum 30.80 520.00 16016.00

10 mm down CA @ 25 % cum 10.20 669.00 6823.80

Total Rs: 62439.80




Add Royalty charges on CA @ ( 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


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



C. LABOUR:

Sl No Unit Amountin Rs.

1 Maistry Day 1.00 141.50 141.50



Total Rs: 1979.00




Description

Perticulars

SKETCH SHOWING FILTER MEDIA USING FILTER FABRIC

in Rs.

Quantity Rate

Quantity

Description

Rate

in Rs.

in Rs.

Quantity Rate

165


7/21

DAM ALLIED WORKS

Add for additional hidden cost on Labour @ 5% Rs: 98.95



ABSTRACT:




75121.61


Total cost for 100.00 sqm Rs: 76173.31

Rate per sqm Rs: 762.00

Rate approved per sqm Rs: 762.00


ITEM: Providing and constructing 450 mm thick chimney filter using clean approved sand satisfying

filter creteria including cost of all materials, machinery, labour, compacting etc., complete with

initial lead upto 50 m and all lifts.

DATA:Thickness of sand filter : 450 mm

Consider 100 cum chimney filter:


Requirement of materials with 5 % extra for compaction and wastage:

Sand satisfying filter creteria ( 100 x 1.05 ) : 105.00 cum




For conveying & laying sand ( 1 heavy & 1 light mazdoor 7 cum / day ).

Maistry : 1 No.




A. MATERIALS:

Sl No Unit Amount

in Rs.


0.00 0.00 0.00

Total Rs: 16170.00



Add for Contractor's Overheads @ 5% Rs: 808.50Add royalty charges on Sand @ ( 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

Perticulars

Description

TOTAL Rs:

in Rs.

Rate

Quantity

Quantity

Rate

in Rs.

166


8/21

DAM ALLIED WORKS

Total Rs: 0.00





C. LABOUR:

Sl No Unit Amount

in Rs.

1 Maistry Day 1.00 141.50 141.50



Total Rs: 4079.00



Add for hidden cost on Labour @ 15% Rs: 611.85Add for additional hidden cost on labour @ 5% Rs: 203.95



ABSTRACT:




24304.64






ITEM: Providing and constructing 900 mm thick transition cum filter media behind rockfillusing

approved sand and 80 to20 mm and 20 mm down graded aggregates satisfying the filter creteria

in layers of 300 mm thickness each as per specifications including cost of all materials,

machinery, labour, laying each layer to required slope, compaction etc., complete with initial

lead upto 50 m and all lifts.

DATA:Total thickness of filter : 900 mm

Thickness of sand layer : 300 mm

Thickness of 20 mm down CA layer : 300 mm

Thickness of 80-20 mm CA layer : 300 mm

80 mm down filter layer20 mm down filter layer

Sand filter layer

Compacted impervious earth fill

Graded rock fill

Description

SKETCH SHOWING TRANSITION FILTER BETWEEN EARTH & ROCK FILL

Quantity

TOTAL Rs:

in Rs.

Rate

167


9/21

DAM ALLIED WORKS

Consider 100 cum filter drain:

Total thickness of filter drain : 0.90 m

Area of filter drain for 100 cum 100 / 0.90 : 111.10 sqm


Quantity of 80-20 mm filter aggregate. ( 111.1 x 0.3 x 1.02 ) : 34.00 cum

80-20 mm filter shall contain 90 % 80-40 mm & 10 % 40-20 mm.

Quantity of 20 mm down filter aggregate. ( 111.1 x 0.3 x 1.02 ) : 34.00 cum

20 mm down filter shall contain 75 % 20-10 mm & 25 % 10 mm down.

Quantity of filter sand. ( 111.1 x 0.3 x 1.02 ) : 34.00 cum



3. Requirement of workforce ( other than machinery crew ) : For conveying & laying sand ( 1 heavy & 1 light 6 cum / day ).



For conveying & laying 20 mm down CA ( 1 heavy & 1 light 5 cum / day ).






Maistry : 1 No.


A. MATERIALS:

Sl No Unit Amount

in Rs.






Total Rs: 33648.10







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


Description

Perticulars Quantity Rate

in Rs.

in Rs.

Quantity Rate

168


10/21

DAM ALLIED WORKS




C. LABOUR:

Sl No Unit Amount

in Rs.

1 Maistry Day 1.00 141.50 141.50



Total Rs: 5391.50





Add for Contractor's Overheads @ 5% Rs: 269.58Total cost of Labour : Rs: 7332.44

ABSTRACT:




46364.24






ITEM: Providing and constructing 600 mm thick hand packed rough stone revetmentwith 650 to

750 mm long through stones at 1.50 m c / c over a backing of 450 mm thick graded filter

media consisting of sand, 10 mm and 40 mm size approved graded aggregates laid in layers of

150 mm thick each including cost of all materials, machinery, labour, laying to required slopes,

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

DATA:Total thickness of revetment : 1.05 m



Thickness of 40 mm CA layer : 150 mm

Thickness of rough stone layer : 600 mm

Consider 100 sqm revetment area:

1. Requirement of materials :Rough stones 300 to 450 mm long ( 100 x 0.96 x 0.6 x 1.02 ) : 58.75 cum

Through stones 650 to 750 mm long @ 1.5 m interval ( 100 / 2.25 ) : 44 Nos

Stone chips @ 15 percent of stone ( 58.75 x 0.15 ) : 8.80 cum

40 mm down filter backing ( 100 x 0.15 x 1.02 ) : 15.30 cum


sand filter backing ( 100 x 0.15 x 1.02 ) : 15.30 cum



Description

TOTAL Rs:

Quantity Rate

in Rs.

169


11/21

DAM ALLIED WORKS


For assessing labour average height between berms is considered.

For conveying & laying sand ( 1 heavy & 1 light 5 cum / day ).









For conveying & laying stone / chips

Masom Class-II @ 10 sqm / day : 10 Nos.

Heavy mazdoor for supplying stones @ 5 cum / day : 12 Nos.

Heavy mazdoor for supplying chips @ 5 cum / day : 2 Nos

Heavy mazdoor for wedging chips and miscellaneous : 1 No.Maistry : 1 No.


A. MATERIALS:

Sl No Unit Amount

in Rs.




4 Stone chips cum 8.80 240.00 2112.00

5 Rough stone(rubble) 300 to 450 mm long cum 58.75 200.00 11750.00

6 Through stones 650 to 750 mm long Nos 44.00 18.00 792.00

Total Rs: 33075.20






Add royalty charges on Stone @ ( 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





C. LABOUR:

Sl No Unit Amount

in Rs.

Perticulars

Description

Description

Rate

Rate

in Rs.

in Rs.

Quantity

Quantity Rate

Quantity

in Rs.

170


12/21

DAM ALLIED WORKS

1 Maistry Day 1.00 141.50 141.50

Contd

C. LABOUR ( Contd ) :

Sl No Unit Amount

in Rs.

Contd

2 Mason Class-II Day 10.00 148.50 1485.00



Total Rs: 5969.00







ABSTRACT:




46485.07






ITEM: Providing and constructing 600 mm thick hand packed rough stone revetment with 650 to

750 mm long through stones at 1.50 m c / c over a backing of 600 mm thick graded filter

media consisting of sand, 10 mm and 40 mm size approved graded aggregates laid in layers of

200 mm thick each including cost of all materials, machinery, labour, laying to required slopes,

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

DATA:Total thickness of revetment : 1.20 m





Consider 100 sqm revetment area:


Rough stones 300 to 450 mm long ( 100 x 0.96 x 0.6 x 1.02 ) : 58.75 cumThrough stones 650 to 750 mm long @ 1.5 m interval ( 100 / 2.25 ) : 44 Nos









in Rs.

TOTAL Rs:

171


13/21

DAM ALLIED WORKS













Heavy mazdoor for supplying stones @ 5 cum / day : 12 Nos.

Heavy mazdoor for supplying chips @ 5 cum / day : 2 Nos

Heavy mazdoor for wedging chips and miscellaneous : 1 No.

Maistry : 1 No. RATE ANALYSIS UNIT : 100.00 sqm

A. MATERIALS:

Sl No Unit Amount

in Rs.




4 Stone chips cum 8.80 240.00 2112.00

5 Rough stone(rubble) 300 to 450 mm long cum 58.75 200.00 11750.00

6 Through stones 650 to 750 mm long Nos 44.00 18.00 792.00

Total Rs: 39215.60








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


Add for Contractor's Profit on DPOL / Energy @ 10% Rs: 0.00Add for Contractor's Overheads @ 5% Rs: 0.00


C. LABOUR:

Sl No Unit Amount

in Rs.

1 Maistry Day 1.00 141.50 141.50

Contd

Quantity Rate

QuantityDescription

Description

Perticulars

in Rs.

Rate

Quantity Rate

in Rs.

in Rs.

172


14/21

DAM ALLIED WORKS


Sl No Unit Amount

in Rs.

Contd




Total Rs: 6756.50







ABSTRACT:A. Cost of Materials including royalty charges Rs: 45490.10



54678.94






ITEM: Providing and constructing 600 mm thick hand packed rough stone riprap over a backing

of 450 mm thick graded filter media consisting of sand, 10 mm and 40 mm size graded

approved aggregates laid in layers of 150 mm thick each including cost of all materials,

machinery, labour, laying to required slopes, wedging with stone chips etc.,complete with initial


DATA:Total thickness of riprap : 1.05 m





Consider 100 sqm riprap area:


Rough stones ( 100 x 0.60 x 1.02 ) : 61.20 cum


40 mm down filter backing ( 100 x 0.15 x 1.02 ) : 15.30 cum10 mm down filter backing ( 100 x 0.15 x 1.02 ) : 15.30 cum








in Rs.

TOTAL Rs:

173


15/21

DAM ALLIED WORKS










Masom Class-II for laying riprap ( 25 sqm / day ) : 4 Nos.

Heavy mazdoor for supplying stones / chips @ 7 cum / day : 10 Nos.

Maistry : 1 No.


A. MATERIALS:

Sl No Unit Amount

in Rs.1 Sand ( unscreened ) cum 15.30 154.00 2356.20



4 Stone chips cum 9.20 240.00 2208.00

5 Rough stones ( rubble ) cum 61.20 200.00 12240.00

Total Rs: 32869.20








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 Amountin Rs.

1 Maistry Day 1.00 141.50 141.50



Contd

Description

Description

Perticulars

in Rs.

Quantity Ratein Rs.

Quantity Rate

Quantity Rate

in Rs.

174


16/21

DAM ALLIED WORKS


Sl No Unit Amount

in Rs.

Contd


Total Rs: 4418.00







ABSTRACT:









ITEM: Providing and constructing 750 mm thick hand packed rough stone riprapover a backing

of 450 mm thick graded filter media consisting of sand, 10 mm and 40 mm size graded

approved aggregates laid in layers of 150 mm thick each including cost of all materials, labour,

machinery, laying to required slopes, wedging with stone chips, etc., complete with initial lead

upto 50 m and all lifts.














No machinery is required.3. Requirement of workforce ( other than machinery crew ) :





Quantity Rate

in Rs.

Description

TOTAL Rs:

175


17/21

DAM ALLIED WORKS








Masom Class-II for laying riprap ( 20 sqm / day ) : 5 Nos.


Maistry : 1 No.


A. MATERIALS:

Sl No Unit Amount

in Rs.




4 Stone chips cum 11.50 240.00 2760.005 Rough stones ( rubble ) cum 76.50 200.00 15300.00

Total Rs: 36481.20








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


3 Heavy mazdoor Day 21.00 132.00 2772.004 Light mazdoor Day 9.00 130.50 1174.50

Total Rs: 4830.50


Contd

Perticulars

Description

Description

in Rs.

Quantity Rate

in Rs.

Quantity Rate

Quantity Rate

in Rs.

176


18/21

DAM ALLIED WORKS


Sl No Unit Amount

in Rs.

Contd






ABSTRACT:




48887.67






ITEM: Providing and constructing 900 mm thick hand packed rough stone riprapover a backing of

450 mm thick graded filter media consisting of sand, 10 mm and 40 mm size graded

approved aggregates laid in layers of 150 mm thick each including cost of all materials,

machinery, labour, laying to required slopes, wedging with stone chips etc.,complete with initial




















Light mazdoor : 3 Nos.For conveying & laying 10 mm down CA ( 1 heavy & 1 light 5 cum / day ).

Heavy mazdoor : 3 Nos

Light mazdoor : 3 Nos

in Rs.


TOTAL Rs:

177


19/21

DAM ALLIED WORKS







Maistry : 1 No.


A. MATERIALS:

Sl No Unit Amount

in Rs.




4 Stone chips cum 13.75 240.00 3300.00

5 Rough stones ( rubble ) cum 91.80 200.00 18360.00

Total Rs: 40081.20




Add royalty charges on Sand @ ( Included in material rate) Rs: 0.00Add royalty charges on CA @ ( 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.

1 Maistry Day 1.00 141.50 141.50




Total Rs: 5523.50




Add for additional hidden cost on labour @ 5% Rs: 276.18Add for Contractor's Overheads @ 5% Rs: 276.18


ABSTRACT:

Perticulars

Description

Description

in Rs.

in Rs.

Quantity Rate

Quantity Rate

Quantity Rate

in Rs.

178


20/21

DAM ALLIED WORKS




54006.15






ITEM: Providing and laying Hariyalaor other approved quality turfingsods for the slopes of earthen

embankments over 20 mm thick sand backing including cost of all materials, machinery,

labour including preparing surface, spreading sand including tamping, watering for 15 days etc.,

complete with initiallead upto 1 km and all lifts.

DATA:Consider 100 sqm turfing area:

Consider double bullock cart with 2 trips per day for conveyance of sods.

1. Requirement of materials:

Quantity of sand for spreading ( 20 mm thick ) ( 100 x 0.02 ) : 2 .00 cum

Quantity of Hariyala sods : 100.00 sqm2. Requirement of machinery :



For removing and loading sods.



For un-loading and laying sods.



For surface preparation to lay sods.

Heavy mazdoor : 1 No.

Light mazdoor : 1 No.

For watering for 15 days ( 1 light mazdoor 500 sqm / day )


Double bullock cart ( 2 trips / day ) : 3 days


A. MATERIALS:

Sl No Unit Amount

in Rs.


2 Hariyala turfing sods sqm 100.00 15.00 1500.00

Total Rs: 1808.00




Add royalty charges on Sand @ ( Included in material rate ) Rs: 0.00Total cost of Materials : Rs: 2097.28

B. MACHINERY:

Sl No Unit AmountDescription

Perticulars

Quantity Rate

Quantity Rate

in Rs.

TOTAL Rs:

179


21/21

DAM ALLIED WORKS

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 Cartman with double bullock cart Day 3.00 178.50 535.50



Total Rs: 2635.50





Add for Contractor's Overheads @ 5% Rs: 131.78Total cost of Labour : Rs: 3584.28

ABSTRACT:




5681.56





in Rs.

QuantityDescription

TOTAL Rs:

Rate

in Rs.

data rates-dam works-part 9

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