road work.pdf

ANALYSIS OF RATES ( Road work )

5/13/2015 9:49

No. Particular Unit Quantity Rate Per Amount

1 Earth work in excavation in ordinary soil

either in embankment or in cutting with an

initial lead of 100 ft. and left of 5 ft. Cft. 1000

Maistry no. 1 no.

Digger no. 7 no.

Worker for carrying no. 7 no.

Sundries L-s L-s

2 Earth work in excavation in soft lateritic,

gravelly or kanker soil either in embankment

or in cutting with an initial lead of 100 ft.and

left of 5 ft. Cft. 1000

Maistry no. 0.5 no.

Digger no. 10 no.


Sundries L-s L-s

3 Earth work in excavation in average lateritic,


or in cutting with an initial lead of 100 ft. and

lift of 5 ft. Cft. 1000

Maistry no. 0.625 no.

Digger no. 14 no.


Sundries L-s L-s

4 Earth work in excavation in hard latritic,


or in cutting with an initial lead of 100 ft. and

lift of 5 ft. Cft. 1000

Maistry no. 0.75 no.

Digger no. 21 no.


Sundries L-s L-s

5 Excavation in soft rock including carrige of

stone for 50 ft. Cft. 100

Miner no. 1 no.

Workers for carrying no. 4.5 no.

Smiths no. 0.25 no.

Bellow boy no. 0.25 no.

Sundries L-s L-s

6 Excavation in hard rock by blasting

including removing stones. Cft. 100

Blasting powder lbs. 3 lbs.

Charcoal lbs. 10 lbs.

Miners no. 5 no.

Workers no. 5.5 no.

Black smiths no. 0.25 no.

Bellow boy no. 0.5 no.

Hammer man no. 0.5 no.

Sundries L-s L-s

7 Collection of soling stones ( local ) at the

quarry site. Cft. 100

Hammer man no. 1 no.

Workers ( collection and stacking ) no. 5 no.

Sundries L-s L-s

8 Collection of soling stones ( kanker ) at the




Sundries L-s L-s

9 Collection of soling stones (laterite bouldre)

at the quarry site. Cft. 100


Workers no. 4 no.

Sundries L-s L-s

10 Breaking metal from boulders ( 1-1/2" to 2")

at the quarry site. Cft. 100


Workers for getting out boulder no. 2 no.

Workers for breaking no. 7 no.

Sundries L-s L-s

11 Collection and conversion of blasted debris

to 6" to 9" soling stones at the quarry site. Cft. 100



Sundries L-s L-s

12 Collection and conversion of blasted debris

to metal at the quarry site. Cft. 100

Hammer man no. 1.5 no.


Sundries L-s L-s

13 Breaking metal ( 2" x 4" ) from boulders at

the quarry site including boxing. Cft. 100


Workers for boxing no. 1 no.

Sundries L-s L-s

14 Breaking and boxing 1-1/2" to 2" from 2" to

4" metal at the quarry site. Cft. 100

Workers for breaking and boxing no. 2 no.

Sundries L-s L-s

15 Breaking and boxing 1/4" to 3/4" chippings

from 1-1/2" to 2" metal at the quarry site. Cft. 100


Sundries L-s L-s

16 Breaking 1/4" to 3/4" chipping from 2" to 4"

metal at the quarry site. Cft. 100


Sundries L-s L-s

17 Collection of kanker or laterite gravel at the


Workers for digging and boxing no. 3 no.

Sundries L-s L-s

18 Collestion of hill gravel at quarry site. Cft. 100

Workers no. 4 no.

Sundries L-s L-s

19 Extraction of 1-5"to 2"stone metal including

blasting and breaking to size at the quarry

site. Cft. 100



Miners no. 5 no.

Blacksmiths no. 0.25 no.

Bellows boy no. 0.25 no.


Worker for breaking and stacking no. 11 no.

20 Laterite metal 2-1/2" gauge at quarry site. Cft. 100

Worker for quarrying no. 2 no.



21 Extraction of 3/4"to 1"stone metal including

blasting and breaking to size at the quarry

site. Cft. 100



Miners no. 5 no.





22 Extraction of 1/4"to3/4" gauge stone

chipping including blasting and breaking to

size at the quarry site. Cft. 100



Miners no. 5 no.





23 Collection of boulders from river bed for

soling within two furlongs. Cft. 100

Worker for collection and stocking no. 6 no.

24 Breaking metal 1-1/2" to 2" gauge river

shingle within two furlongs. Cft. 100

Worker for colluction no. 3 no.

Worker for breaking and stacking, etc. no. 4 no.

Sundries L-s L-s

25 Colluction of river shingle chippings 1/2" to

3/4" within two furlongs lead. Cft. 100

Worker for colluction no. 4 no.


Sundries L-s L-s

26 Breaking brick into 1-1/2" to 2" aggregate. Cft. 100

Jama bricks no. 1000 no.


Sundries L-s L-s

27 Colluction of sand within one mile lead. Cft. 100

Bullock cart with driver no. 1 no.

Worker for digging, carrying, loading and

unloading. no. 2 no.

Sundries L-s L-s

28 Colluction of gravel within one mile lead. Cft. 100

Bullock cart with driver no. 1 no.

Worker for digging, carrying, loading and

unloading. no. 4 no.

Sundries L-s L-s

29 Working expenses for a steam roller per

day. Day. 1

Lubricating oil, cotton waste, kreosene, L-s L-s

soap, asbestos pacing, etc.

Fire wood Cft. 36 Cft.

Driver no. 1 no.

Fireman no. 1 no.

Night durwan no. 1 no.

Cart for carrying fuel and water no. 2 no.

Repairs to chain and roller L-s L-s

Washing out boiler and cleaning engine L-s L-s

Sundries L-s L-s

30 Working expenses for a motor roller per day Day. 1

Petrol Gal. 0.1667 Gal.

Krosene oil Gal. 6 Gal.

Lubricating oil, cotton waste L-s L-s

Engine driver no. 1 no.

Cleaning and rest L-s L-s

Night durwan no. 1 no.

Water cart no. 1 no.

Sundries L-s L-s

31 Consolidation of 6" soling stone by steam

roller after hand packing. Cft. 1000

Steam roller charges Day. 1 Day.

Maistry no. 1 no.

Workers no. 21 no.

Sundries L-s L-s

32 Consolidation of stone metal with steam

including sand blinding ( 4-1/2" coat ). Cft. 1200


Sand for blinding Cft. 133 Cft.

Maistry no. 1 no.

Workers no. 14 no.

Sundries L-s L-s

33 Scarifying old metal 2" deep, 12' wide,

screening, respreading and rolling with a

steam roller including sand blinding. Cft. 3300


Sand for blinding Cft. 137 Cft.

Maistry no. 1 no.

Workers no. 19 no.

Sundries L-s L-s

34 2"thick hot bitumen grouting blinded with

1/4" to 1/2" stone chippings. Sft. 63360

Bitumen at 100 lb per % Sft. Ton. 32 Ton.

Railway freight on above Ton. 32 Ton.

Carriage to site Ton. 32 Ton.

1/2" to 3/4" chipping site Cft. 4000 Cft.

Wood fuel Cft. 922 Cft.

Labour for brushing old surface,spraying, no. 380 no.

spreading,etc.

Rolling charges steam roller Day. 16 Day.

Hire for boiler sprayers, ect. Day. 12 Day.

Wire and bristle brushes L-s L-s

Miscellaneous camber board L-s L-s

35 Hot bitumen surface dressing ( 1st coat )

blinded with 1/4" to 1/2" stone chippings. Sft. 63360

Bitumen at 40Lbs.per % Sft. Tons. 12.79 Tons.

Railway freight on above Tons. 12.79 Tons.

Carriage to site Tons. 12.79 Tons.



Labour for brushing old surface, spraying, no. 380 no.

spreading, etc.


Hire for boiler spraier, etc. Day. 12 Day.


Miscellanous camber board, etc. L-s L-s

36 Hot bitumen surface dressing ( 2nd coat )

blinded with 1/4" to 1/2" stone chippings. Sft. 63360

Bitumen at 25Lbs.per % Sft. Tons. 8 Tons.

Railway freight on above Tons. 8 Tons.

Carriage to site Tons. 8 Tons.



Labour for brushing old surface, spraying, no. 320 no.

spreading, etc.


Hire for boiler spraier, etc. Day. 12 Day.


Miscellanous camber board, etc. L-s L-s

37 1" ( Consolidated tuicrness ) premix carpet. Sft. 63360

Labour for brushing road surface no. 330 no.

Printing coat.

Bitumen at 20 lbs.per % Sft. Tons. 6.4 Tons.

Main carpet.

1/2" to 3/4" stone 3400 Cft. Cft. 5100 Cft.

3/8" to 1/2" stone 1700 Cft.

Bitumen at 4 lbs.per Cft. Tons. 10.29 Tons.

Sand at 5% of stone Cft. 255 Cft.

Bitumen for sand at 0.25 lbs.per Cft. Tons. 0.03 Tons.

Wearing Course.

1/4" to 1/2" chips at 3 Cft.per 100 Sft. Cft. 1900 Cft.

1/8" to 1/4" Chips

Bitumen at 35 lbs.per % Sft. Tons. 11.19 Tons.

Sand for final coat at 2 Cft.per % Sft. Cft. 1300 Cft.

Railway freight for bitumen Tons. 27.91 Tons.


Wood fire Cft. 804 Cft.

Labour for spreading, spraying, etc. no. 500 no.

Road roller charges M. Coat Day. 16 Day.

Road roller charges W. Coat Day. 4 Day.

Hire for boiler, etc. Day. 16 Day.


Miscellaneous, tools & plant, camber board L-s L-s

38 2" ( Consolidated tuicrness ) premix carpet. Sft. 63360

Labour for brushing road surface no. 300 no.

Main carpet.

1" to 1-1/4" stone 7670 Cft. Cft. 11500 Cft.

1/4" to 3/4" stone 3830 Cft.

Bitumen at 3 lbs.per Cft. Tons. 20.31 Tons.

Sand at 5% of stone Cft. 575 Cft.

Bitumen for sand at 0.25 lbs.per Cft. Tons. 0.07 Tons.

Topping course.

1/2" to 3/4" chipping at 4.5 Cft.per 100 Sft. Cft. 3200

1/4" to 1/2" chipping bitumen at 4lb.per Cft. Tons. 6.45

Wearing Course.

1/4" to 1/2" chips at 4.5Cft.per 100 Sft. Cft. 2900 Cft.

1/8" to 1/4" Chips

Bitumen at 25 lbs.per % Sft. Tons. 8 Tons.

Sand for final coat at 2 Cft.per % Sft. Cft. 1300 Cft.

Railway freight for bitumen Tons. 34.83 Tons.


Wood fire Cft. 1065 Cft.

Labour for spreading, spraying, etc. no. 1000 no.

Road roller charges M. Coat Day. 25 Day.

Road roller charges W. Coat Day. 4 Day.

Hire for boiler, etc. Day. 25 Day.


Miscellaneous, tools & plant, camber board L-s L-s

39 Liquid seal coat 1 mile x 12' = 63360 Sft. Sft. 63360

Bitumen for liquid seal coat at 1/4 Gal.per Tons. 9.25 Tons.

Sq. yard at 215 gallons a tons.1760 gallons

and wastage.

Freight on bitumen Tons. 9.25 Tons.

Carriage on bitumen Tons. 9.25 Tons.

Wood fuel for heating bitumen Cft. 267 Cft.

Labour for spraying no. 90 no.

3/8" grit or coarse sand for binding Cft. 1800 Cft.

Labour for spreading sand no. 40 no.

Steam road roller charges Day. 10 Day.

hire for boiler for heating bitumen Day. 6 Day.

Incidental charges such as L-s L-s

brushes,pouring can, oil , etc.

Remark

m 1cum 100 cum

28.31685 1 100

1 0.035315 3.531466

Task=140 Cft. 7 0.247203 24.72026

for 1 Digger. 7 0.247203 24.72026

Task=100 Cft.

for 1 Digger.

m 1cum 100 cum

28.31685 1 100

0.625 0.022072 2.207166

14 0.494405 49.44053

8 0.282517 28.25173

plain section

only ( outter in

hill section =

70 Cft. )

wood fuel req-

uired for a ste-

am roller for 1

day work is1/6

fathom or 36

Cft.=10Cwt.

1120 lb. If coal

is used 5Cwt.

or 560 lb. Is

necessary.

13%Wastage

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road work.pdf

Documents

workers collection

hammer man

thequarry site

boulders atthe quarry

s10 breaking metal

s13 breaking metal

s11 collection

s12 collection