Data rates-Canal Works

CANAL AND ALLIED WORKS

FOR THE YEAR : 2014-15

CONTENTS PAGES

REFERENCE DATA 1 -- 3

NOTES ON BASIC RATES 4 -- 4

DATA FOR SCHEDULE OF RATES 5 -- 167

DATA FOR ENABLING WORKS 168--170

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FINILISED BY SCHEDULE OF RATES COMMITTEE

CHAPTER- WRD: 3

SCHEDULE OF RATESSCHEDULE OF RATESSCHEDULE OF RATESSCHEDULE OF RATES

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WATER RESOURCES DEPARTMENT



FOR THE YEAR: 2014-15

COST OF MATERIALS :

1 Air hose 25 mm dia per Rm `: 200.00

2 Air hose 50 mm dia per Rm `: 270.00

3 Asphalt 80 / 100 and 85 / 25 Gr per kg `: 52.00

4 Binding wire per kg `: 60.00

5 Cement per kg `: 7.50

6 Coarse aggregate 10-4.75 mm per cum ( at quarry ) `: 1160.00

7 Coarse aggregate 20-10 mm per cum ( at quarry ) `: 950.00

8 Coarse aggregate 40-20 mm per cum ( at quarry ) `: 740.00

9 Curing Compound per ltr `: 134.00

10 D - cord per Rm `: 9.00

11 Detonating fuse coil per Rm `: 9.00

14 Detonator delay type per No. `: 20.00

15 Detonator electric per No. `: 12.00

16 Detonator ordinary per No. `: 7.00

17 Diesel oil per ltr `: 55.00

18 Empty cement bags per No. `: 3.00

19 Explosive ANFO high strength booster per kg `: 65.00

20 Explosive ANFO per kg `: 52.00

21 Explosive small dia.( Kelvex-220 ) per kg `: 60.00

22 Extension rod with coupling sleeve per Rm `: 4190.00

23 Filter fabric 200 gsm per sqm `: 220.00

24 Filter fabric 250 gsm per sqm `: 255.00

25 Fine aggregate / Sand per cum ( Un-screened at quarry ) `: 615.00

26 Fine aggregate per cum ( Screened at quarry ) `: 730.00

27 G I pipe 50 mm dia A class per Rm `: 280.00

28 Jack hammer Drill rod 1.5 m length per No. `: 4395.00

29 LDPE sheet 500 micron thick per sqm `: 110.00



32 Murum per cum ( at quarry ) `: 140.00

33 Paving Cylinder per Each `: 27800.00

34 PVC sealing strip per Rm `: 45.00

35 Reinforcement steel per kg `: 48.48

36 Rough stone 200 x 200 x 750 mm per No. ( at quarry ) `: 20.00

37 Shahabad stone slab per sqm `: 270.00

38 Shutter oil per ltr `: 35.00

39 Size stone 150 - 200 mm height per No. ( at quarry ) `: 10.00



42 Stone chips per cum ( at dump yard ) `: 385.00

43 Stone chips per cum ( at quarry ) `: 500.00

44 Structural steel angle / beam / channel / bar per kg `: 49.14

45 Structural steel plate / flat per kg `: 51.14

45 Super Plasticiser per ltr `: 105.00

47 Tarfelt jointer filler board 12 mm thick per sqm `: 400.00

48 Tarfelt jointer filler board 20 mm thick per sqm `: 650.00

1

CANAL AND ALLIED WORKS - REFERENCE DATA


49 T.C Cross bit 100 mm dia per No. `: 12185.00

50 Through stone 200 x 200 x 300 mm per No. ( at quarry ) `: 16.00

51 Through stones 250 x 250 x 450 mm per No. ( at quarry ) `: 22.00

52 Turfing sods per sqm `: 25.00

53 Un-coursed rubble stones per cum ( at dump yard ) `: 320.00

54 Un-coursed rubble stones per cum ( at quarry ) `: 400.00

55 Wire mesh 50 x 50 mm 20 guage per sqm `: 220.00

LEAD CHARGES FOR 1 km REHANDLING LEAD: Unloading

1 Earth/ Sand `: 49.50 74.90 12.80

2 Stone/ Coarse aggregates `: 70.30 88.40 44.20

3 Cement `: 55.40 81.50 81.50

4 Reinforcement steel `: 55.40 81.50 81.50

ROYALTY CHARGES: Per tonne

1 Earth / Soil / Murum `: 20.00

2 Stone / Coarse aggregate `: 60.00

3 Fine aggregate / Sand `: 60.00

HIRE CHARGES OF MACHINERY : Crew charge

1 Air compressor 8.5 cmm ( diesel ) / hour `: 223.00 851.00 121.00

2 Angle dozer 90 hp per hour `: 1273.00 582.00 128.00

3 Batching plant 15 cum / hr rated capacity `: 334.00 288.00 181.00

4 Concrete hand mixer 45 / 30 ltr per hour `: 11.00 6.00 ---

5 Concrete mixer 300 / 200 ( diesel ) / hour `: 46.00 76.00 126.00

6 Concrete mixer 600 / 400 ( diesel ) / hour `: 93.00 151.00 126.00

7 Diesel generating set 30 KVA per hour `: 66.00 605.00 75.00

8 Diesel generating set 50 KVA per hour `: 104.00 908.00 75.00

9 Diesel road roller per hour `: 252.00 681.00 121.00

10 Jack hammer per hour `: 16.00 8.00 188.00

11 Mechanical concrete paver per hour `: 311.00 28.00 241.00

12 Needle Vibrator 40 mm ( petrol ) per hour `: 9.00 18.00 90.00

13 Pump 5 hp ( diesel ) per hour `: 7.00 76.00 60.00

14 Shovel 0.85 cum per hour `: 1322.00 832.00 128.00

15 Shovel 0.50 cum per hour `: 799.00 454.00 128.00

16 Tipper 5 cum per hour `: 309.00 286.00 95.00

17 Transit mixer 2 cum per hour `: 708.00 832.00 151.00

18 Vibratory pad foot roller per hour `: 1246.00 983.00 151.00

19 Waggon drill per hour `: 239.00 14.00 150.00

20 Water tanker per hour `: 306.00 286.00 95.00

WAGES OF WORKERS Per day

1 Bar bender `: 256.73

2 Blaster ( Licensed ) `: 243.23

3 Carpentor Class II `: 244.23

4 Cartman with double bullock cart `: 278.23

5 Crowbarman `: 239.73

6 Electrician `: 241.23

7 Helper blasting `: 239.73

8 Maistry `: 241.23

Fuel charge

1 km lead

2

Loading

Hire charge


9 Mason Class I `: 256.73

10 Mason Class II `: 244.23

11 Mazdoor heavy `: 238.73

12 Mazdoor light `: 237.23

13 Mechanic / Fitter / Welder `: 254.73

14 Pipe fitter `: 249.23

15 Rollerman with bullock roller `: 278.23

16 Stone breaker `: 241.73

17 Stone chiseller Cl- I `: 244.73

18 Stone chiseller Cl- II `: 241.73

OTHER DATA :

1 Contractor's Overheads on Materials / Machinery / Labour % 5.00

2 Contractor's Profit on Materials / Fuel & Energy charges / Labour % 10.00

3 Hidden cost on Labour % 15.00

4 Rate of interest per annum % 11.00

5 Small Tools & Plant on Materials / Machinery / Labour % 1.00

6 Structural steel fabrication per kg `: 16.00

7 Sundries ( lumpsum rate for unquantified inputs ) `: 44.00

8 Cost of Other enabling works ( as per Annexure-1 at the end ) % 1.00

3


FOR THE YEAR : 2014-15

1. All notes under ' General Notes on Schedule of Rates ' and Notes on Lead, Lift, Loading and

un-loading Charges are applicable to Canal and Allied Works also to the extent they are

relevant.

2. Unless otherwise specified the basic rates are inclusive of all lifts.

3. For earth / rockfill embankment works 1 km initial lead is considered in the basic rates. As no

storing / stacking and re-handling of materials is involved for these works lead charges for

additional lead shall be worked out for total lead including initial lead of 1 km and then the

cost of first km lead shall be deducted. No loading and un-loading charges shall be added as

the additional lead does not involve re-handling of materials.

Example :

Total lead for soil from approved borrow area : 2 km

Initial lead included in the basic rate in the SR : 1 km

Additional lead charges : Lead charges for 2 km `: 59.90

Less Lead charges for 1 km `: -49.50

Additional lead charges `: 10.40

No loading and un-loading charges shall be added.

4. Cement content specified for cement concrete works in the item description is based on

theoritical design mix computations and is exclusive of wastage and requirement for any

incidentals. The actual cement content may vary based on trial mix studies. A suitable clause

shall be included in the tender for regulating payment for any upward or downward variation in

cement content.

5. A weightage of 25 percent over the rates in the SR is permissible for all items of works involved

in the modernization of canals and which are to be carried out during the canal closure period

of about 3 - 4 months and less. In the estimates for modernization, the items of work shall

appear based on the rate in SR without the permissible weightage. Below the respective items,

the weightage permissible for the item is to be included. Further, the payment of weighatage

is permissible only when the contractor completes a minimum of 90 percent of the work

entrusted in a single closure period. Failing which the contractor foregoes the advantage of

weightage. Payment of RA bills shall be made at rates excluding the weightage. It is only in

the last RA bill / final bill, payment for weightage is to be released subject to above condition.

6. The quantities of materials including wastage, requirements for incidentals etc., for working

out additional lead charges shall be as per the statement of requirement of materials under

this section.

NOTES ON SCHEDULE OF RATES

4



SECTION: CANAL AND ALLIED WORKS. YEAR : 2014-15 ITEM No: WRD: 3.1

ITEM: Excavation in all kinds of soil including boulders upto 0.6 m diameter ( 0.113 cum) for canal,

seating of embankment, filter drains / catch water drains etc., and placing the excavated stuff

neatly in dump area or for formation of service road / embankment as directed including

cost of all materials, machinery, labour, dressing bed and sides to required level and profile etc.,

complete with lead upto 1 km and depth of cut upto 18 m.

DATA:Capacity of shovel bucket : 0.85 cum

Capacity of shovel bucket under heaped condition : 1.00 cum

Capacity of tipper : 5.00 cum

Lead for disposal of excavated soil : Upto 1 km

Speed for loaded tipper under canal excavation condition : 15 km / hr

Speed for empty tipper under canal excavation condition : 15 km / hr

Turning and unloading time : 2.00 min

Shovel digging and loading cycle per bucket : 20 sec

1. Quantity of excavation :

In-situ quantity / bucket for 20 % bulkage on unloading ( 1 /1.20 ) : 0.83 cum

In-situ quantity per load for 20 % bulkage of soil ( 5 /1.2 ) : 4.16 cum

Number of buckets per load ( 4.16 / 0.83 ) say : 5 buckets

Corrected Quantity of in-situ soil per load ( 5 x 0.83 ) say : 4.16 cum

Ideal cycle time for loading 5 buckets ( 5 x 20 / 60 ) : 1.67 min

The ideal cycle time for shovel requires spotting of a tipper within 1.67 minutes near the shovel.

However, in practice for canal excavation the space available may not permit positioning of the

tippers on either side of the shovel. Generally, one tipper has to move after loading to position

the next tipper for loading. Assuming one cycle time extra the corrected cycle time for the

shovel will be : ( 6 x 20 / 60 ) : 2.00 min

Round trip cycle time for tipper:

Corrected cycle time of shovel for digging & loading : 2.00 min

Time for ( av ) 0.75 km haulage under load ( 0.75 x 60 / 15 ) : 3.00 min

Time for turning and un-loading : 2.00 min

Time for ( av ) 0.75 km return trip ( 0.75 x 60 / 15 ) : 3.00 min

Time for turning and spotting : 0.50 min

Total : 10.50 min

No.of tippers to match corrected cycle time of shovel ( 10.50/ 2.00 ) : 5.25 Nos

Output of tipper / hr with 50 min working / hr ( 50 x 4.16 / 10.50 ) : 19.80 cum

Output for 5 tippers per day ( 5 x 19.80 x 8 ) : 792 cum

Further, assuming about 90 percent of excavation by deploying shovel and about 10 percent

excavation mainly for trimming the canal to final profile by manual labour the daily progress of

excavation will be : ( 792 / 0.9 ) say : 880 cum

Consider 880 cum for rate analysis.

2. Requirement of materials:

No materials involved in the work.

3. Requirement of machinery :

Deploy 0.85 cum capacity shovel for 8 hours for digging and loading 792 cum insitu soil.

Deploy 5 tippers of 5 cum capacity for 8 hours for disposal of 792 cum insitu soil.

CANAL AND ALLIED WORKS - DATA RATES

5


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

Average output of 1 heavy & 1 light mazdoor assumed at 5 cum / day for trimming and disposal.

Deploy 18 heavy and 18 light mazdoors for trimming and disposal of 88 cum soil.

Deploy 1 maistry.

RATE ANALYSIS UNIT : 880.00 cum

A. MATERIALS:

Sl No Unit Amount

in `.

1 NIL 0.00 0.00 0.00

0.00 0.00 0.00

Total `: 0.00

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

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

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

Total cost of Materials : `: 0.00

B. MACHINERY:

Sl No Unit Amount

in `.

1 Shovel 0.85 cum capacity Hour 8.00 1322.00 10576.00

Fuel / Energy charges Hour 8.00 832.00 6656.00

2 Tippers 5 cum capacity ( 5 ) Nos Hour 40.00 309.00 12360.00


Total `: 41032.00


Add for Contractor's Profit on DPOL / Energy @ 10% `: 1809.60


Total hire charges of Machinery : `: 45303.52

C. LABOUR:

Sl No Unit Amount

in `:

1 Crew for Shovel Hour 8.00 128.00 1024.00

2 Crew for Tipper Hour 40.00 95.00 3800.00

3 Maistry Day 1.00 241.23 241.23

4 Heavy mazdoor Day 18.00 238.73 4297.14

5 Light mazdoor Day 18.00 237.23 4270.14

Total `: 13632.51



Add for hidden cost on Labour @ 15% `: 2044.88


Total cost of Labour : `: 17858.59

ABSTRACT:

A. Cost of Materials `: 0.00

B. Hire charges of Machinery `: 45303.52

C. Cost of Labour `: 17858.59

TOTAL `: 63162.11

Description

Description Quantity Rate

Perticulars

in `.

Quantity Rate

Rate

in `.

6

in `.

Quantity


Add for other enabling works @ 1.00% `: 631.62

Total cost for 880.00 cum `: 63793.73

Rate per cum `:`:`:`: 72.49

Rate approved per cum `:`:`:`: 72.00

Note: For depth of cut exceeding 18 m from ground level increase the basic rate by 5 percent for the

quantity of excavation beyond 18 m depth.


ITEM: Excavation in all kinds of soil including boulders upto 0.60 m diameter ( 0.113 cum ) for field

channels, seating of embankment for field channels and placing the excavated stuff neatly for

formation of service road / field channel embankment as directed including cost of all materials,

machinery, labour, dressing bed and sides to required level and profile etc., complete with

lead upto 10 m and lift upto 2 m.



Lead for disposal of excavated soil : Upto 10 m

In view of shallow depth of digging for field channels the cycle time for digging and disposal by

shovel is assumed at 1.5 times the cycle time considered for canal.

Shovel digging and loading cycle per bucket ( 1.5 x 20 ) : 30 sec


In-situ qty / bucket for 15 % bulkage of soil ( 0.57 / 1.15 ) : 0.50 cum

Output of shovel with 50 min./ hr working ( 50 x 60 x 0.5 / 30 ) : 50 cum / hr

Daily output of excavation ( 8 x 50 ) : 400 cum

As the excavated soil is dumped by the side of field channel within the reach of shovel boom

no tippers are considered in the rate analysis for disposal of excavated soil.


excavation mainly for trimming bed and sides of channels / trenches to final profile by manual

labour, the daily output will be : ( 400 / 0.90 ) say : 445 cum





Deploy 0.5 cum capacity shovel for 8 hours for digging and loading 400 cum.


Average output of 1 heavy & 1 light mazdoor assumed at 5 cum / day for trimming and disposal.

Deploy 9 heavy and 9 light mazdoors for trimming and disposing 45 cum soil.

Deploy 1 maistry.


A. MATERIALS:

Sl No Unit Amount

in `:

1 NIL 0.00 0.00 0.00

0.00 0.00 0.00

Total `: 0.00

Contd

Perticulars RateQuantity

in `.

7


A. MATERIALS ( Contd ) :

Sl No Unit Amount

in `:

Contd





B. MACHINERY:

Sl No Unit Amount

in `:



Total `: 10024.00





C. LABOUR:

Sl No Unit Amount

in `:


2 Maistry Day 1.00 241.23 241.23



Total `: 5548.87






ABSTRACT:




TOTAL `: 18257.66



Rate per cum `:`:`:`: 41.44



ITEM: Excavation in soft rock without blasting including boulders upto 0.6 m diameter ( 0.113 cum )

for canal, seating of embankment, filter drain / catch water drains etc., and placing the

excavated soft rock neatly in dump area or for formation of service road as directed including

cost of all materials, machinery,labour, dressing bed and sides to required level and profile etc.,

Perticulars

QuantityDescription

in `.

Description Rate

Quantity

Rate

in `.

Rate

in `.

Quantity

8


complete with lead upto 1 km and depth of cut upto 18 m.




Lead for disposal of excavated soft rock : Upto 1 km






In-situ qty / bucket for 30 % bulkage on unloading : 0.77 cum

In-situ quantity / load for 5 cum of soft rock ( 5 / 1.30 ) : 3.85 cum




However, in practice for dam or canal excavation the space available may not permit positioning

of tippers on either side of the shovel. Generally one tipper has to move after loading to position

the next tipper for loading. Assuming one cycle time extra the corrected cycle time for digging

and loading one tipper by shovel will be : ( 6 x 30 / 60 ) 3.00 min



Time for ( av ) 0.75km haulage under load ( 0.75 x 60 / 15 ) : 3.00 min


Time for average 0.75 km return trip ( 0.75 x 60 / 15 ) : 3.00 min


Total : 11.50 min

No.of tippers to match corrected cycle time of shovel ( 11.50/ 3.00 ) say : 3.83 Nos


Output for 4 tippers per day ( 3.83 x 16.74 x 8 ) say : 513 cum


excavation mainly for trimming of bed / sides to final profile by manual labour the daily output

will be : ( 513 / 0.9 ) say : 570 cum






Deploy 4 tippers of 5 cum capacity for disposal of 513 cum.


Output of 1crowbarman, 1 heavy and 1 light mazdoor assumed at 5 cum per day for trimming.

Deploy 11 heavy and 11 light mazdoors for trimming and disposal of 57 cum soft rock.

Deploy 11 crowbarman for trimming.

Deploy 1 maistry.

9



A. MATERIALS:

Sl No Unit Amount

in `:

1 NIL 0.00 0.00 0.00

0.00 0.00 0.00

Total `: 0.00





B. MACHINERY:

Sl No Unit Amount

in `:



2 Tippers 5 cum capacity ( 4 ) Nos Hour 32.00 309.00 9888.00


Total `: 36272.00





C. LABOUR:

Sl No Unit Amount

in `:



3 Maistry Day 1.00 241.23 241.23

4 Crowbarman Day 11.00 239.73 2637.03



Total `: 12177.82






ABSTRACT:




TOTAL `: 55982.06



Rate per cum `:`:`:`: 99.20


Perticulars

Description

Rate

Rate

in `.

in `.

Rate

in `.

Description

Quantity

Quantity

Quantity

10





ITEM: Excavation in soft rock without blasting including boulders upto 0..6 m diameter ( 0..113 cum)

for field channels, seating of embankment for field channels etc., and placing the excavated

soft rock neatly for formation of service road as directed including cost of all materials,

machinery, labour, dressing bed and sides to required level and profile etc., complete with

lead upto 10 m and lift upto 2 m.



Lead for disposal of excavated soil : Upto 10 m

In view of shallow depth of digging for field channels the cycle time for digging and disposal by

shovel is assumed at 1.5 times the cycle time considered for canal.

Shovel digging and loading cycle per bucket ( 1.5 x 30 ) : 45 sec


In-situ qty per bucket for 25 % bulkage of soil ( 0.57 / 1.25 ) : 0.45 cum

Output of shovel with 50 min./ hr working ( 50 x 60 x 0.45 / 45 ) : 30 cum / hr

Daily output of excavation ( 8 x 30 ) say : 240 cum


excavation mainly for trimming the canal to final profile by manual labour, the daily progress of

excavation in soft rock will be : ( 240 / 0.9 ) say : 265 cum







Output of 1 crowbarman, 1 heavy & 1 light mazdoor assumed at 5 cum per day.

Deploy 5 crowbarman, 5 heavy and 5 light mazdoors for trimming and disposal of 25 cum.


A. MATERIALS:

Sl No Unit Amount

in `:

1 NIL 0.00 0.00 0.00

0.00 0.00 0.00

Total `: 0.00





Rate

in `.

11

Perticulars Quantity


B. MACHINERY:

Sl No Unit Amount

in `:



Total `: 10024.00





C. LABOUR:

Sl No Unit Amount

in `:


2 Maistry Day 1.00 241.23 241.23

3 Crowbarman Day 5.00 239.73 1198.65



Total `: 4843.68






ABSTRACT:




TOTAL `: 17333.86



Rate per cum `:`:`:`: 66.06



ITEM: Excavation in soft rock requiring blasting including boulders above 0.6 m upto 1..2 m dia.

for canal, seating of embankment, filter drain / catch water drains etc., and placing the

excavated rock in dump area or for formation of service road as directed including cost of all

materials, machinery, labour, dressing bed and sides to required level and profile etc.,complete

with lead upto 1 km and depth of cut upto 18 m.




Lead for disposal of excavated soft rock : Upto 1 km



12

Description

Description

in `.

in `.

Rate

RateQuantity

Quantity





In-situ qty / bucket for 35 % bulkage on unloading ( 1 / 1.35 ) : 0.74 cum

In-situ quantity / load for 5 cum of soft rock ( 5 / 1.35 ) : 3.70 cum






the next tipper for loading. Assuming one cycle time extra the corrected cycle time for digging

and loading one tipper by shovel will be : ( 6 x 40 / 60 ) : 4.00 min



Time for ( av ) 0.75 km haulage under load ( 0.75 x 60 / 15 ) : 3.00 min




Total : 12.50 min

No.of tippers to match corrected cycle time of shovel ( 12.50 / 4.00 ) : 3.12 Nos


Output for 3 tippers per day ( 3 x 14.80 x 8 ) say : 355 cum


excavation mainly for trimming of bed and sides to final profile by manual the daily output

will be : ( 355 / 0.9 ) say : 395 cum

Consider 395 cum excavation in soft rock requiring blasting for rate analysis.

2. Drilling and Blasting :

Depth of drilling per hole : 1.40 m

Effective depth of pull : 1.25 m

Grid spacing of holes for soft rock requiring blasting depends on the nature of soft rock at any

perticular location. For the purpose of rate analysis holes at average spacing of 1.5 times the

spacing considered for hard rock is assumed.

Grid spacing of holes : 1.50 x 2.00 m

Area of excavation for 395 cum ( 395 / 1.25 ) : 316 sqm

Nos. of holes for 316 sqm area 316 / ( 1.5 x 2.0 ) : 105 Nos.

Depth of drilling for 105 holes ( 105 x 1.4 ) say : 147.00 m

Add for secondary blasting LS : 3.00 m

Total depth of drilling : 150 m

Rate of drilling in soft rock per hour : 12 m

With 50 min / hour working rate of drilling ( 12 x 50 / 60 ) : 10 m

Time required for drilling with 2 jack hammers ( 150 / 2 / 10 ) : 7.50 hours

3. Requirement of materials :

Jack hammer drill rod : 150 m drilling

Quantity of Explosive ( Kelvex-220 ) at 0.2 kg / cum ( 395 x 0.2 ) : 79 kg

Explosive for secondary blasting LS : 1 kg

Ordinary detonators for secondary blasting 5 holes : 5 Nos.

Electric detonators at 1 per hole for main blast : 105 Nos.

Fuse coil : 175 Rm



13


Deploy 3 tippers 5 cum capacity for 8 hours for disposal of 240 cum.

Deploy 1 air compressor 8.5 cmm capacity for 7.5 hours.

Deploy 2 jack hammers for 7.5 hours for drilling.


Output of 1 heavy & 1 light mazdoor assumed at 5 cum per day for trimming and disposal.

Deploy 2 crowbarman, 2 stone breaker, 8 heavy and 8 light mazdoors for 40 cum.

Deploy 1 blaster and 1 blasting helper for loading and blasting. Deploy 1 maistry for supervision.

6. Use rate of materials :

Cost of drill rod 1.5 m long @ `: 4395.00 / Each `: 4395.00

Life of drill rod for drilling in soft rock with reconditioning : 200 m

Use rate of drill rod per Rm drilling ( cost / life ) `: 21.98

Length of air hose for drilling for each jack hammer : 50 m

Cost of 25 mm dia air hose 50 m @ `: 200.00 / Rm `: 10000.00

Life of air hose : 800 hours

Use rate of 25 mm dia air hose per hr ( cost / life ) `: 12.50


A. MATERIALS:

Sl No Unit Amount

in `:

1 Use rate of Jack hammer drill rod 1.5 m Rm 150.00 21.98 3296.25

Reconditioning charges @ 10 % 329.63

2 Use rate of 50 m air hose 2 Nos Hour 15.00 12.50 187.50

3 Explosive small dia ( Kelvex-220 ) kg 80.00 60.00 4800.00

4 Ordinary detonators Nos 5.00 7.00 35.00

5 Electric detonators Nos 105.00 12.00 1260.00

6 Fuse coil Rm 175.00 9.00 1575.00

7 Sundries LS 3.00 44.00 132.00

Total `: 11615.38





B. MACHINERY:

Sl No Unit Amount

in `:



2 Tippers 5 cum capacity 3 Nos. Hour 24.00 309.00 7416.00


3 Air compressor 8.5 cmm ( diesel ) Hour 7.50 223.00 1672.50


4 Jack hammers 2 Nos. Hour 15.00 16.00 240.00


Total `: 39927.00





Description

Rate

14

in `.

Rate

in `.

Perticulars

Quantity

Quantity


C. LABOUR:

Sl No Unit Amount

in `:



3 Crew for Air compressor Hour 7.50 121.00 907.50

4 Crew for Jack hammer Hour 15.00 188.00 2820.00

5 Maistry Day 1.00 241.23 241.23

6 Blaster Day 1.00 243.23 243.23

7 Helper blaster Day 1.00 239.73 239.73

8 Crowbarman Day 2.00 239.73 479.46

9 Stone breaker Day 2.00 241.73 483.46



Total `: 12526.29






ABSTRACT:




TOTAL `: 74208.14



Rate per cum `:`:`:`: 189.75




SECTION: CANAL AND ALLIED WORKS. YEAR : 2014-15 ITEM No: WRD: 3.6.1

ITEM: Excavation in hard rock of all toughness by blasting including boulders above 0.6 m dia.

( 0.113 cum ) for canals, cut-off trench of embankment, filter / catch water drains etc.,

minimising damage to side slopes of canal in water prism area by adopting any one or

combination of line drilling /pre-splitting /smooth blasting techniques and placing the excavated

rock neatly in approved dump area as directed including cost of all materials,machinery, labour,

levelling bed etc., complete with lead upto 1 km and depth of cut upto 18 m.

DATA:Excavation for canal in hard rock can be by using jack hammers or by using waggon drills or

by combination of both depending on the depth of cut, width of canal and side slope. In case of

waggon drill the rate of drilling will be faster and yeild per hole will be more due to wider spacing

of holes. For jack hammer drill the yeild per hole will be less due to closer spacing of holes.

As both the systems have advantages as well as disadvantages it is proposed to work out rates

using both the systems and include average rate in the Schedule of Rates.

Description

in `.

Quantity Rate

15


I. By using Jack hammers for drilling :

Assume 10.80 m width of canal at the bench level and 1.25 m average depth of cutting.

Assume side slopes of 0.25 horizontal to 1 vertical.

Generally, the length of canal bench to be excavated per blast shall not be more than 7 m to

avoid tight muck pile requiring higher digging time for shovel.

Sectional area of excavation ( 10.80 + 10.175 ) x 0.5 x 1.25 : 13.11 sqm

Consider 7 burden distance for excavation per blast.

Number of rows considered : 7 No.

Length of canal for 7 rows ( 7 x 1.00 ) : 7.00 m

Quantity of excavation for 7 m length ( 13.11 x 7.00 ) say : 92.00 cum

10.80 m

8.4 m

1 1.25 m

0.25

10.175 m

--

1.0 m

1.2 m

7.00 m

Free face

SKETCH SHOWING DRILLING & BLASTING PATTERN

1. Drilling and Blasting:

Consider drilling by Jack hammers and mucking by combination of Shovel and Tippers.

The burden ( distance of hole from free face of excavation ) is considered at 25 to 30 times dia

of hole and spacing of holes is considered at 1.20 to 1.25 times burden.

Burden distance for 32 mm dia jack hammer holes ( 0.032 x 30 ) say : 1.00 m

Spacing of holes ( 0.032 x 30 x 1.25 ) : 1.20 m

Grid spacing of holes for 32 mm dia jack hammer holes : 1.00 x 1.20 m


Effective depth of pull considering 10 % sub-drilling : 1.25 m

Rate of drilling by jack hammer in hard rock per hour : 8.00 m

Rate of drilling per hour with 50 min / hour working ( 8 x 50 / 60 ) say : 6.5 m

No.of holes in 7 rows @1.2 m interval staggered ( 4x8 + 3x9 + 16 ) : 75 Nos

Length of drilling for 75 holes @ 1.4 m per hole ( 75 x 1.4 ) : 105 m

Add drilling for secondary blasting for 5% quantity @ 0.6 m / cum say : 3 m

Total : 108.00 m

16


Time for drilling 108 m for 2 jack hammers ( 108 / 2 / 6.5 ) : 8.30 hours

Drilling and Blasting pattern :

Pattern of holes : Staggered

Hole initiation : Bottom

Initiation system : Ele detonators

Initiation pattern : All rows

2. Disposal of excavated rock :

Quantity of excavation ( in-situ ) : 92.00 cum

Capacity of shovel bucket : 0.85 cum



Lead for disposal of excavated rock : Upto 1 km





In-situ qty / bucket for 40 % bulkage of hard rock ( 1 /1.40 ) : 0.71 cum

In-situ qty per load for 40 % bulkage of hard rock ( 5 /1.40 ) : 3.57 cum






next tipper for loading. Assuming one loading cycle extra, the corrected cycle time for shavel

will be ( 6 x 45 / 60 ) 4.50 min


Cycle time of shovel for digging & loading : 4.50 min

Time for (av ) 0.75 km haulage under load ( 0.75 x 60 / 15 ) : 3.00 min




Total : 13.00 min

No.of tippers to match corrected cycle time of shovel ( 13.00 / 4.50) : 2.9 Nos


Deploy 0.9 cum shovel and 3 tippers for disposal of excavated rock.

Output of 1 shovel & 3 tippers per hour ( in-situ qty ) ( 13.73 x 2.9 ) : 39.80 cum

Out of the total blasted rock some residual muck at the bed needs to be removed by deploying

manual labour. Assume residual muck at bed at 0.10 cum / sqm of bed area.

Quantity of muck to be disposed by shovel ( 92 - 0.1 x 70 ) 85 cum

Time for disposal of 85 cum by shovel ( 85 / 39.80 ) : 2.2 hours

For levelling 85 cum muck in dump yard deploy 1 dozer for : 0.25 hour

Quantity of muck to be disposed by manual labour ( 92 - 85 ) 7 cum



Quantity of Explosive ( Kelvex-220 ) at 0.3 kg / cum ( 92 x 0.3 ) : 27.60 kg

Add for secondary blasting @ 0.2 kg / cum ( 92 x 0.05 x 0.2 ) : 0.90 kg

Total : 28.50 kg

Ordinary detonators for secondary blasting 8 holes of 0.6 m each : 8 Nos.

Electric detonators @ 1 per hole for main blast : 75 Nos

Detonating fuse coil : 120 Rm

17



Deploy 0.85 cum capacity shovel for 2.2 hours for digging and loading 85 cum.

Deploy 3 tippers 5 cum capacity for 2.2 hours for disposal of 85 cum.

Deploy 1 air compressor 8.5 cmm capacity for 8.5 hours.

Deploy 2 jack hammers for 8.5 hours for drilling.

Deploy 1 angle dozer for 0.25 hour for levelling muck in dump area.


Deploy 1 Crowbarman, 1 Stone breaker for 1 day for levelling bed.

Deploy 2 heavy and 2 light mazdoors for disposal of 9 cum residual muck at bed level and for

other miscellaneous works.

Deploy 1 blaster and 1 blasting helper for loading and blasting.

Deploy 1 maistry.


Cost of drill rod 1.5 m long @ `: 4395.00 / Each `: 4395.00

Life of drill rod for drilling in hard rock with reconditioning : 150 m



Cost of 25 mm dia 50 m air hose @ `: 200.00 / Rm `: 10000.00


Use rate of 25 mm dia air hose per hour ( cost / life ) `: 12.50


A. MATERIALS:

Sl No Unit Amount

in `:



2 Use rate of 50 m air hose 2 Nos. Hour 17.00 12.50 212.50

3 Explosive small dia. (Kelvex-220 ) kg 28.50 60.00 1710.00


5 Electric detonators Nos 75.00 12.00 900.00

6 Fuse coil Rm 120.00 9.00 1080.00

7 Sundries LS 2.00 44.00 88.00

Total `: 7527.34





B. MACHINERY:

Sl No Unit Amount

in `:


Fuel / energy charges Hour 2.20 832.00 1830.40

2 Angle dozer 90 hp Hour 0.25 1273.00 318.25




Quantity

Perticulars

18

Description

in `.

in `.

Rate

RateQuantity


B. MACHINERY ( Contd ) :

Sl No Unit Amount

in `:

Contd

4 Air compressor 8.5 cmm ( diesel ) 1 Nos Hour 8.50 223.00 1895.50




Total `: 18666.55





C. LABOUR:

Sl No Unit Amount

in `:


2 Crew for Dozer Hour 0.25 128.00 32.00




6 Maistry Day 1.00 241.23 241.23

7 Blaster Day 1.00 243.23 243.23


9 Crowbarman Day 1.00 239.73 239.73




Total `: 7322.67






ABSTRACT:




TOTAL `: 39234.26



Rate per cum `:`:`:`: 430.72

II. By using waggon drills for drilling :

Assume 12.70 m width of excavation at bench level and 5.40 m depth of cutting in hard rock.


Rate

19

Description

in `.

QuantityDescription Rate

Quantity

in `.



Consider drilling by Waggon drill and mucking by combination of Shovel and Tippers.

For good fragmentation to facilitate easy loading by 0.85 cum capacity shovel the bench height

to burden ratio shall be more than 3.

The burden ( distance of hole from free face of excavation ) is considered at 20 times diameter

of hole and spacing of holes is considered at 1.25 times burden.

Burden distance for 100 mm dia holes ( 0.10 x 20 ) : 2.00 m

Spacing of holes at 1.25 times burden ( 0.10 x 20 x 1.25 ) : 2.50 m

Grid spacing of holes for 100 mm dia Waggon drill holes : 2.00 x 2.50 m



Effective depth of pull considering 10 % sub-drilling say : 5.40 m

Rate of drilling in hard rock per hour by Waggon drill : 12.00 m

Rate of drilling per hour with 50 min per hour working ( 12 x 50 / 60 ) : 10 m

12.70 m

1

5.40 m

0.25

10.00 m

12.70 m

1

5.40 m

0.25

2.0 m

2.5 m

6.00 m

Free face


Sectional area of excavation ( 12.70+10.00 ) x 0.5 x 5.40 : 61.29 sqm

Length of canal for excavation ( 3 x 2.00 ) : 6.00 m

Quantity of excavation for 6.0 m length ( 61.29 x 6.00 ) : 368 cum

No. of blast holes in 3 rows ( 2 x 5 + 1 x 6 + 2 x 4 ) : 24 holes

20


Length of drilling for 24 holes ( 11 x 6 + 13 x 6.2 ) say : 147 m

Drilling for secondary blasting for 5% qty @ 0.6 m / cum : 11.00 m

No.of blast holes for secondary blasting @ 0.6 m / hole ( 11 / 0.6 ) : 18 holes

Consider 2 waggon drills for drilling holes.

Time for drilling 147 m for 2 Waggon drill @ 10 m / hour : 7.33 hours

Consider 368 cum hard rock excavation for rate analysis.





Lead for disposal of excavated rock rock : Upto 1 km





In-situ qty / bucket for 40 % bulkage of hard rock ( 1 / 1.40 ) : 0.71 cum

In-situ qty per load for 40 % bulkage of hard rock ( 5 / 1.40 ) : 3.57 cum






next tipper for loading. Assuming one loading cycle extra, the corrected cycle time for shovel

will be ( 6 x 45 / 60 ) 4.50 min







Total : 13.00 min

No.of tippers to match corrected cycle time of shovel (13.00 / 4.50) say : 2.9 Nos


Output of 2.7 tippers per hour ( 13.73 x 2.9 ) : 39.80 cum



Quantity of muck to be disposed by shovel ( 368 - 0.1 x 60 ) : 362 cum

Time required for disposal of 362 cum ( 362 / 39.80 ) say : 9 hours


Quantity of muck to be disposed by manual labour ( 368 - 362 ) : 6 cum


100 mm dia TC bit : 147 m drilling

Extension rods with sleeve : 147 m drilling


Quantity of Explosive @ 0.5 kg / cum for 368 cum : 184.00 kg

Consider 20 % high strength ANFO booster for priming ANFO. : 37.00 kg

Consider 80 % ANFO mixed with diesel oil for colunm. : 147.00 kg

Diesel oil @ 180 ml per kg of ANFO : 27.00 ltrs

Quantity of Explosive @ 0.2 kg / cum for secondary blast : 4 kg

Ordinary detonators for secondary blasting : 18 Nos.

21


Detonating cord for 24 holes in 3 rows : 210 Rm.

Detonating fuse coil for secondary blasting : 20 Rm



Deploy 3 tippers 5 cum capacity for 9 hours for disposal of 362 cum.

Deploy 2 air compressors 8.5 cmm capacity for 7.5 hours.

Deploy 2 waggon drills for 7.5 hours for drilling main blast holes.

Deploy 1 air compressor 8.5 cmm capacity for 1 hour.

Deploy 2 jack hammers for 1 hour for drilling secondary blast holes.

Deploy 1 angle dozer for 1 hour for levelling muck in dump area.



Deploy 2 heavy and 2 light mazdoors for disposal of 9 cum residual muck at bed level.


Deploy 1 maistry.


Cost of T.C bit 100 mm dia @ `: 12185.00 / Each `: 12185.00

Life of drill bit for drilling in hard rock : 80 m

Use rate of T.C bit per Rm drilling ( Cost / Life ) `: 152.31

Cost of extn rod with sleeve 4.5 m @ `: 4190.00 / Rm `: 18855.00

Life of extension rod : 1500 m

Use rate of extension rod per Rm drilling ( Cost / Life ) `: 12.57

Cost of 1.5 m drill rod @ `: 4395.00 / Each `: 4395.00


Use rate of drill rod per Rm drilling ( Cost / Life ) `: 29.30


Cost of 50 m air hose 25 mm @ `: 200.00 / Rm `: 10000.00


Use rate of air hose per hr ( Cost / Life ) `: 12.50

Cost of 50 m air hose 50 mm dia @ `: 270.00 / Rm `: 13500.00


Use rate of air hose per hr ( Cost / Life ) `: 16.88


A. MATERIALS:

Sl No Unit Amount

in `:

1 Use rate of T.C bit 100 mm dia Rm 147.00 152.31 22389.94

2 Use rate of Extension rod with sleeve Rm 147.00 12.57 1847.79



4 Use rate of air hose for waggon drill Hour 15.00 16.88 253.13

Use rate of 25 m air hose for JH 2 Nos Hour 2.00 12.50 25.00

5 High strength ANFO booster kg 37.00 65.00 2405.00

6 ANFO kg 147.00 52.00 7644.00

7 Diesel oil ltr 27.00 55.00 1485.00

8 Explosive small dia ( Kelvex-220 ) kg 4.00 60.00 240.00

Contd

Quantity Rate

22

Perticulars

in `.



Sl No Unit Amount

in `:

Contd


10 D-cord Rm 210.00 9.00 1890.00

11 Detonating fuse coil Rm 20.00 9.00 180.00

12 Sundries LS 5.00 44.00 220.00

Total `: 39060.38





B. MACHINERY:

Sl No Unit Amount

in `:

1 Tippers 5 cum capacity Hour 27.00 309.00 8343.00




3 Angle dozer Hour 1.00 1273.00 1273.00


4 Air compressor 8.5 cmm ( diesel ) Hour 16.00 223.00 3568.00


5 Waggon drill Hour 15.00 239.00 3585.00


6 Jack hammer Hour 2.00 16.00 32.00


Total `: 58333.00





C. LABOUR:

Sl No Unit Amount

in `:





5 Crew for Waggon drill Hour 15.00 150.00 2250.00


7 Maistry Day 1.00 241.23 241.23

8 Blaster Day 1.00 243.23 243.23


10 Crowbarman Day 1.00 239.73 239.73


Contd

Description

23

RateQuantity

QuantityPerticulars

Description

in `.

Quantity

in `.

Rate

Rate

in `.


C. LABOUR ( Contd ) :

Sl No Unit Amount

in `:

Contd



Total `: 10564.57






ABSTRACT:




TOTAL `: 123946.01



Rate per cum `:`:`:`: 340.18

Assuming use of Jack hammers & Waggon drills in 50 : 50 ratio

Rate per cum `:`:`:`: 385.45





ITEM: Excavation in hard rock of all toughness including boulders above 0.6 m diameter(0.113 cum)

for canals, cut-off trench of embankments, filter / catch water drains and other appurtenent

structures by approved controlled blasting methods including control of vibrations by use

of delay detonators and control of fly-rocks by muffling arrangements and adopting only jack

hammers for drilling holes and minimising damage to side slopes of canal in water prism area

by adopting any one or combination of line drilling / pre-splitting / smooth blasting techniques

including cost of all materials, machinery, labour, placing excavated rock neatly in approved

dump area as directed etc., complete with lead upto 1 km and depth of cut upto 18 m.

DATA:Work requires:

- use of delay detonators to reduce ground vibrations.

- covering blasting area with chain link mesh or waste conveyor belts or waste tyres and sand

bags to prevent flying of rock fragments during blasting.

Drilling and Blasting pattern :

Pattern of holes : Staggered

Hole initiation : Bottom

Initiation system : Short delay detonators

Delay system : 25 ms interval

Initiation pattern : Straight line row by row

RateQuantity

24

in `.

Description


Assume 10.80 m width of canal at the bench level and 1.25 m average depth of cutting.


Generally, the length of canal bench to be excavated per blast shall not be more than 7 m to

avoid tight muck pile requiring higher digging time for shovel.

Sectional area of excavation ( 10.80 + 10.175 ) x 0.5 x 1.25 : 13.11 sqm


Number of rows considered : 7 No.

Length of canal for 7 rows ( 7 x 1.00 ) : 7.00 m

Quantity of excavation for 7 m length ( 13.11 x 7.00 ) say : 92.00 cum

8.4 m

1 1.25 m

0.25

10.175 m

-- 1.2 m

All detonators in this row are 150 ms delay type

1 m All detonators in this row are 125 ms delay type

1



7.0 m




Free face



Consider drilling by Jack hammers and mucking by combination of Shovel and Tippers.

The burden ( distance of hole from free face of excavation ) is considered at 25 to 30 times dia

of hole and spacing of holes is considered at 1.20 to 1.25 times burden.

Burden distance for 32 mm dia jack hammer holes ( 0.032 x 30 ) say : 1.00 m

Spacing of holes ( 0.032 x 30 x 1.25 ) : 1.20 m

Grid spacing of holes for 32 mm dia jack hammer holes : 1.00 x 1.20 m


Effective depth of pull considering 10 % sub-drilling : 1.25 m

Rate of drilling by jack hammer in hard rock per hour : 6.00 m

25


Rate of drilling per hour with 50 min / hour working ( 6 x 50 / 60 ) say : 5 m

No.of holes in 7 rows @ 1.2 m interval ( 4 x 8 + 3 x 9 + 16 ) : 75 Nos

Length of drilling for 75 holes @ 1.4 m per hole ( 75 x 1.4 ) : 105 m

Add drilling for secondary blasting for 5% quantity @ 0.6 m / cum say : 3 m

Total : 108.00 m

Time for drilling 108 m for 2 jack hammers ( 108 / 2 / 5 ) : 10.80 hours

2. Muffling arrangements:

For controlling flying of rock fragments during blasting consider covering the blasting area with

20 guage 50 x 50 mm chain link mesh and sand bags.

10 % extra area of wire mesh is considered for overlaps.

Area of chain link mesh for controlled blast area ( 12 x 8 x 1.1) say : 106 sqm

No.of 30 to 40 kg sand bags at 1 per hole ( 75 x 1 ) : 75 Nos

Add 20 % extra for edges : 15 Nos

Total number of sand bags to cover the blasting area : 90 Nos


Quantity of excavation ( in-situ ) : 92.00 cum




Lead for disposal of excavated rock rock : Upto 1 km





In-situ qty / bucket for 40 % bulkage of hard rock ( 1 /1.40 ) : 0.71 cum

In-situ qty per load for 40 % bulkage of hard rock ( 5 /1.40 ) : 3.57 cum






next tipper for loading. Assuming one loading cycle extra, the corrected cycle time for shavel

will be ( 6 x 45 / 60 ) 4.50 min







Total : 13.00 min

No.of tippers to match corrected cycle time of shovel ( 13.00 / 4.50) : 2.9 Nos


Deploy 0.9 cum shovel and 3 tippers for disposal of excavated rock.

Output of 1 shovel & 3 tippers per hour ( in-situ qty ) ( 13.73 x 2.9 ) : 39.80 cum



Quantity of muck to be disposed by shovel ( 92 - 0.1 x 70 ) 85 cum

Time for disposal of 85 cum by shovel ( 85 / 39.80 ) : 2.2 hours

26



Quantity of muck to be disposed by manual labour ( 92 - 85 ) 7 cum



Quantity of Explosive ( Kelvex-220 ) at 0.3 kg / cum ( 92 x 0.3 ) : 27.60 kg

Add for secondary blasting @ 0.2 kg / cum ( 92 x 0.05 x 0.2 ) : 0.90 kg

Total : 28.50 kg

Ordinary detonators for secondary blasting 8 holes of 0.6 m each : 8 Nos.

Electric short delay detonators @ 1 per hole for main blast : 75 Nos

Detonating fuse coil : 120 Rm

50 x 50 mm chain link wire mesh 119 sqm

Sand bags 0.025 cum 90 Nos


Deploy 0.85 cum capacity shovel for 2.2 hours for digging and loading 85 cum.

Deploy 3 tippers 5 cum capacity for 2.2 hours for disposal of 85 cum.

Deploy 1 air compressor 8.5 cmm capacity for 11 hours.

Deploy 2 jack hammers for 11 hours for drilling.

Deploy 1 angle dozer for 0.25 hour for levelling muck in dump area.



Deploy 2 heavy and 2 light mazdoors for disposal of 9 cum residual muck at bed level and for

other miscellaneous works.


Deploy 1 maistry.


Cost of drill rod 1.5 m long @ Rs:`: 4395.00 / Each `: 4395.00




Cost of 25 mm dia 50 m air hose @ `: 200.00 / Rm `: 10000.00


Use rate of air hose per hr ( cost / life ) `: 12.50

Cost of wire mesh @ `: 220.00 / sqm `: 220.00

less salvage value at 10 % `: -22.00

Total `: 198.00

Add for replacement of damaged mesh @ 10 % `: 19.80

Total `: 217.80

Life of wire mesh with 25 % replacement each use : 3 uses

Use rate of wire mesh / use / sqm ( cost / life ) `: 72.60

Cost of empty cement bag per No. @ `: 3.00 / Each `: 3.00

Cost of sand / bag for 0.025 cum @ `: 615.00 / cum `: 15.38

Add for 1 km lead/loading/unloading charges for 0.015 cum `: 3.43

Filling charges @ 2 heavy mazdoors per 100 bags / day `: 4.77

Total cost per bag `: 26.58

Life of sand bag : 1 use

Use rate of sand bag / use / bag ( cost / life ) `: 26.58

27



A. MATERIALS:

Sl No Unit Amount

in `:



2 Use rate of 50 m air hose 2 Nos. Hour 22.00 12.50 275.00

3 Use rate of wire mesh sqm 106.00 72.60 7695.60

4 Use rate of sand bag Nos 90.00 26.58 2392.16

5 Explosive small dia. (Kelvex-220 ) kg 28.50 60.00 1710.00


7 Electric short delay detonators Nos 75.00 20.00 1500.00

8 Fuse coil Rm 120.00 9.00 1080.00

9 Sundries LS 2.00 44.00 88.00

Total `: 18277.60





B. MACHINERY:

Sl No Unit Amount

in `:







4 Air compressor 8.5 cmm ( diesel ) 1 No Hour 11.00 223.00 2453.00




Total `: 21471.55





C. LABOUR:

Sl No Unit Amount

in `:


2 Crew for Angle dozer Hour 0.25 128.00 32.00




6 Maistry Day 1.00 241.23 241.23

7 Blaster Day 1.00 243.23 243.23

Contd

Description

in `.

Perticulars

Quantity

in `.

in `.

Rate

Rate

Rate

Quantity

QuantityDescription

28



Sl No Unit Amount

in `:

Contd


9 Crowbarman Day 1.00 239.73 239.73




Total `: 8565.17






ABSTRACT:




TOTAL `: 56522.29



Rate per cum `:`:`:`: 620.52





ITEM: Providing hearting embankment using selected impervious soil from approved borrow

areas in layers of 250 to 300 mm (before compaction) including cost of all materials, machinery,

labour, all other operations such as collection of soil, spreading soil in layer of specified

thickness, sorting out, breaking clods, levelling, sectioning edges / sides, watering, compacting

each layer to density control of not less than 95 percent or as stipulated using power

roller etc., complete with lead upto1 km and all lifts.




Lead for conveyance of soil : Upto 1 km

Speed for loaded tipper under haul road condition : 20 km / hr

Speed for empty tipper under haul road condition : 25 km / hr



1. Quantity of embankment :


In-situ quantity per load for 20 % bulkage of soil ( 5.0 / 1.2 ) : 4.00 cum

QuantityDescription

in `.

Rate

29



Cycle time for loading 8 buckets ( 8 x 20 / 60 ) say : 2.67 min


Ideal cycle time of shovel for digging & loading : 2.67 min

Time for 1km haulage under load ( 60 / 20 ) : 3.00 min


Time for 1 km return trip ( 60 / 25 ) : 2.40 min


: 10.57 min

No.of tippers to match corrected cycle time of shovel (10.57 / 2.67) : 4 Nos



The in-situ dry density of soil in borrow area will be generally less than dry density of compacted

embankment. Therefore, the rolled embankment quantity will be slightly less than the borrow

area in-situ quantity. The extent of shrinkage in quantity depends on the degree of compaction.

For 95 % density control of embankment a shrinkage factor of 5 % may be assumed.

Quantity of embankment considering 5 %shrinkage ( 605 x 0.95 ) : 575 cum

Qty of soil for computing royalty charges @ 1.6 t / cum ( 575x1.6 ) : 920 tonnes

2. Stripping of borrow area :

Generally borrow area is stripped once in a week for 6 days requirement of soil.

Area to be stripped assuming 2.0 m depth of cut ( 605 x 6 / 2.0 ) : 1815 sqm

Depth of stripping : 0.25 m

Qty of stripping with 5 % extra area ( 1815 x 1.05 x 0.25 ) : 476 cum

Output of dozer per hr with 50 min / hr working for stripping : 100 cum

Time required for stripping 476 cum ( 476 / 100 ) : 4.76 hours

Consider 6 hours including time for levelling stripped siol / dozer shifting time.

Time required for stripping for one day embankment work 575 cum : 1.00 hour

3. Collection of soil for embankment :

Deploy one 0.50 cum capacity shovel for 8 hours for digging and loading soil.

Deploy 4 tippers of 5.00 cum capacity for 8 hours to convey soil to embankment area.

4. Spreading soil in 250 to 300 mm layer :

Quantity of loose soil to be spread ( 605 x 1.20 ) : 726 cum

Output of dozer for levelling per hour : 250 cum

Time required for levelling 726 cum ( 726 / 250 ) say : 3.00 hours

5. Watering :

Generally soil in the borrow area will be in moist condition. In the beginning of the season no

watering may be necessary and in summer months about 8 to 10 percent watering may be

needed to maintain the soil moisture within OMC plus or minus 3 percent limit. Assuming

seasonal average of 4 to 5 percent watering by weight, daily requirement of water for 575 cum

of embankment will be about 5 tanker loads of 8000 ltrs each. Deploy 8000 ltr capacity water

tanker for 5 hours daily for watering before rolling. Deploy 5 hp pump for 2.5 hours.

6. Compaction :

Soil collected for embankment layer gets compacted to some extent during levelling.

Generally 8 to 10 passes of vibratory pad foot roller is adequate for achieving specified density

control of 95 percent.

Effective length of roller drum : 1.90 m

Speed of roller per hour : 4.0 km

Thickness of layer : 0.3 m

Number of roller passes to achieve specified density control : 9 Nos

30


Output of roller / hr with 50 min / hr working and 75 % effenciancy

( 1.9 x 4000 x 0.3 x 0.75 / 9 ) x 50 / 60 say : 160 cum

Time for rolling 726 cum loose soil in embankment layer ( 726/160) say : 4.5 hours

7. Sorting out / sectioning / labour for testing etc :

Assume 2 heavy and 2 light mazdoors.


A. MATERIALS:

Sl No Unit Amount

in `:

1 NIL 0.00 0.00 0.00

0.00 0.00 0.00

Total `: 0.00




Add Royalty charges on 862.5 t soil @ `: 20.00 / tonne `: 17250.00


B. MACHINERY:

Sl No Unit Amount

in `:

1 Angle dozer Hour 4.00 1273.00 5092.00




3 Tippers 5.00 cum capacity 4 Nos. Hour 32.00 309.00 9888.00


4 Pump 5 hp ( diesel ) Hour 2.50 7.00 17.50


5 Water tanker 8000 ltr Hour 5.00 306.00 1530.00


6 Vibratory pad foot roller 8 tonne Hour 4.50 1246.00 5607.00


7 Sundries LS 2.00 44.00 88.00

Total `: 49770.00





C. LABOUR:

Sl No Unit Amount

in `:




4 Crew for Pump Hour 2.50 60.00 150.00

5 Crew for Water tanker Hour 5.00 95.00 475.00

Contd

Description

Perticulars

Quantity

in `.

Description

Rate

Quantity

Rate

in `.

31

Quantity

Rate

in `.



Sl No Unit Amount

in `:

Contd

6 Crew for Roller Hour 4.50 151.00 679.50

7 Maistry Day 2.00 241.23 482.46



Total `: 7314.88






ABSTRACT:

A. Cost of Materials including royalty charges `: 17250.00



TOTAL `: 81713.04



Rate per cum `:`:`:`: 143.53



ITEM: Providing casing embankment using semi-pervious / pervious soil from approved borrow



thickness, sorting-out, breaking clods, levelling, sectioning edges / sides, watering, compacting

each layer to density control of not less than 95 percent or as stipulated using power roller

etc., complete with lead upto 1 km and all lifts.










In-situ qty per bucket for 15 % bulkage of soil ( 0.58 / 1.15 ) : 0.50 cum

In-situ quantity per load for 20 % bulkage of soil ( 5.0 / 1.2 ) say : 4.00 cum






Description Quantity

in `.

32

Rate





Total : 11.90 min








Quantity of embankment considering 5 % shrinkage ( 403 x 0.95 ) say : 385 cum






Quantity of stripping with 5 % extra area ( 1209 x 1.05 x 0.20 ) : 254 cum


Time required for stripping 254 cum : 3.60 hours

Consider 4.5 hours including time for levelling stripped siol / dozer shifting time.

Requirement of dozer for one day work 403 cum say : 0.75 hours







Time required for levelling 484 cum say : 2.00 hours

5. Watering :


watering be may necessary and in summer months about 8 to 10 percent watering may be



of embankment will be about 4 tanker loads of 8000 ltrs each.

Deploy 8000 ltr capacity water tanker for 4 hours daily for watering before rolling.

Deploy 5 hp pump for 2 hours.

6. Compaction :









( 1.9 x 4000 x 0.3 x 0.75 / 9 ) x 50 / 60 say : 160 cum

Time for rolling 484 cum loose soil in embankment layer say : 3 hours



33



A. MATERIALS:

Sl No Unit Amount

in `:

1 NIL 0.00 0.00 0.00

0.00 0.00 0.00

Total `: 0.00






B. MACHINERY:

Sl No Unit Amount

in `:













7 Sundries LS 2.00 44.00 88.00

Total `: 38714.25





C. LABOUR:

Sl No Unit Amount

in `:







7 Maistry Day 2.00 241.23 482.46



Total `: 6043.38


Contd

34

Description

in `.

Quantity

RateQuantity

in `.

Perticulars

RateDescription

in `.

RateQuantity



Sl No Unit Amount

in `:

Contd





ABSTRACT:




TOTAL `: 62146.88



Rate per cum `:`:`:`: 163.03



ITEM: Providing hearting / casing embankment using homogeneous soil from approved borrow
















In-situ quantity per load for 20 % bulkage of soil ( 5.0 / 1.2 ) : 4.00 cum









Total : 10.83 min

No.of tippers to match corrected cycle time of shovel (10.83 / 2.93) : 3.7 Nos

RateDescription Quantity

in `.

35



Output for 3.7 tippers per day ( 3.7 x 18.47 x 8 ) say : 547 cum





Quantity of embankment considering 5 % shrinkage ( 547 x 0.95 ) : 520 cum




Area to be stripped assuming 2.0 m depth of cut ( 547 x 6 / 2 ) : 1641 sqm


Qty of stripping with 5 % extra area ( 1641 x 1.05 x 0.25 ) : 431 cum



Consider 5 hours including time for levelling stripped siol / dozer shifting time.

Requirement of dozer for one day embankment work 547 cum say : 0.80 hour








5. Watering :





of embankment will be about 5 tanker loads of 8000 ltrs each. Deploy 8000 ltr capacity water

tanker for 5 hours daily for watering before rolling. Deploy 5 hp pump for 2.5 hours.

6. Compaction :









( 1.9 x 4000 x 0.3 x 0.75 / 9 ) x 50 / 60 say : 160 cum

Time for rolling 656 cum loose soil in embankment layer say : 4.1 hours



36



A. MATERIALS:

Sl No Unit Amount

in `:

1 NIL 0.00 0.00 0.00

0.00 0.00 0.00

Total `: 0.00




Add Royalty charges on 780 t soil @ `: 20.00 / tonne `: 15600.00


B. MACHINERY:

Sl No Unit Amount

in `:

1 Angle dozer Hour 3.40 1273.00 4328.20












7 Sundries LS 2.00 44.00 88.00

Total `: 47765.40





C. LABOUR:

Sl No Unit Amount

in `:







7 Maistry Day 2.00 241.23 482.46



Total `: 7177.68


Contd

Perticulars

Description

in `.

Quantity

37

Rate

Rate

in `.

in `.

Rate

QuantityDescription

Quantity



Sl No Unit Amount

in `:

Contd





ABSTRACT:




TOTAL `: 77684.19



Rate per cum `:`:`:`: 150.89



ITEM: Providing hearting embankment using impervious soil from approved dump areas in layers

of 250 to 300 mm (before compaction) including cost of all materials, machinery, labour, all

other operations such as collection of soil, spreading soil in layer of specified thickness,

sorting out, breaking clods, levelling, sectioning edges / sides, watering, compacting each layer

to density control of not less than 95 percent or as stipulated using power roller etc.,

complete with lead upto 1 km and all lifts.



Insitu qty / bucket for 10 % bulkage of soil in dump area : 0.53 cum






Digging of unsettled soil in dump area will be faster compared to borrow area in view of relatively

loose condition of soil. Assume a digging & loading cycle time at 80 % of borrow area.

Shovel digging and loading cycle per bucket ( 20 x 0.8 ) : 16 sec











Total : 10.03 min

RateDescription

38

in `.

Quantity


No.of tippers to match corrected cycle time of shovel (10.03 / 2.13) : 4.7 Nos


Output for 4.7 tippers per day ( 4.7 x 22.60 x 8 ) say : 850 cum

The output worked out above is the insitu quantity in dump area with 10 % bulkage factor.



area in-situ quantity. The extent of shrinkage in quantity depends on the degree of compaction

of embankment. For 95 % density control of embankment a shrinkage factor of 5 % is assumed

for use of borrow area soil.

Further, as the insitu density of soil in dump area will be less compared to natural ground due

to bulkage of soil in dump area, for applying the shrinkage foctor it is necessary to convert the

insitu dump area quantity to equivalent borrow area quantity by applying bulkage factor.

Equivalent borrow area quantity for 10% bulkage ( 850 / 1.1 ) 773 cum

Qty of compacted embankment for 5 % shrinkage ( 773 x 0.95 ) : 734 cum

Qty of soil for computing royalty charges @ 1.6 t /cum ( 734 x 1.6 ) : 1175 tonnes


Since soil is from dump area no stripping is involved.


Deploy one 0.50 cum capacity shovel for 8 hours for re-excavation and loading soil.






5. Watering :

Generally soil in the dump area will be in moist condition. In the beginning of the season no

watering may be necessary. However, in summer months as the loose soil looses moisture at

faster rate compared to borrow area about 10 to 12 % watering may be needed to maintain

the soil moisture within OMC plus or minus 3 percent limit. Assuming seasonal average of 5

to 6 percent watering by weight, daily requirement of water for 734 cum of embankment will be

about 8 tanker loads of 8000 ltrs each.



6. Compaction :









( 1.9 x 4000 x 0.3 x 0.75 / 9 ) x 50 / 60 say : 160 cum

Time for rolling 935 cum soil in embankment layer say : 6.00 hours



39



A. MATERIALS:

Sl No Unit Amount

in `:

1 NIL 0.00 0.00 0.00

0.00 0.00 0.00

Total `: 0.00




Add Royalty charges on 1101t soil @ `: 20.00 / tonne `: 22020.00


B. MACHINERY:

Sl No Unit Amount

in `:

1 Angle dozer Hour 4.00 1273.00 5092.00












7 Sundries LS 2.00 44.00 88.00

Total `: 59774.00





C. LABOUR:

Sl No Unit Amount

in `:







7 Maistry Day 2.00 241.23 482.46



Total `: 8676.38


Contd

Perticulars

Description

in `.

Description

Rate

Rate

Rate

in `.

in `.

Quantity

Quantity

Quantity

40



Sl No Unit Amount

in `:

Contd





ABSTRACT:




TOTAL `: 99344.30



Rate per cum `:`:`:`: 136.70



ITEM: Providing casing embankment using semi-pervious / pervious soil from approved dump








Insitu quantity of soil per bucket considering 10 % bulkage : 0.53 cum






Digging of soil in dump area will be faster compared to borrow area in view of relatively loose

condition of soil. For semi-pervious / pervious soil in dump area the digging cycle can be slightly

more than the digging cycle of impervious soil in dump area. Assume a digging & loading cycle

time at 65 % of borrow area.

Shovel digging and loading cycle per bucket for soil in borrow area : 30 sec

Shovel digging and loading cycle/ bucket in dump area ( 30 x 0.65 ) : 20 sec









Description

in `.

41

Quantity Rate




Total : 10.57 min




The output worked out above is the insitu quantity in dump area with 10 % bulkage factor.






Further, as the insitu density of soil in dump area will be less compared to natural ground due

to bulkage of soil in dump area, for applying the shrinkage foctor it is necessary to convert the

insitu dump area quantity to equivalent borrow area quantity by applying bulkage factor.

Equivalent borrow area quantity for 10% bulkage ( 685 / 1.1 ) 623 cum

Qty of compacted embankment for 5 % shrinkage ( 623 x 0.95 ) : 592 cum

Qty of soil for computing royalty charges @ 1.6 t /cum ( 592 x 1.6 ) : 947 tonnes


Since the soil is from dump area no stripping is involved.


Deploy one 0.50 cum capacity shovel for 8 hours for re-excavation and loading soil.






5. Watering :

Generally soil in the dump area will be in moist condition. In the beginning of the season no

watering may be necessary. However, in summer months as the loose soil looses moisture at

faster rate compared to borrow area about 10 to 12 % watering may be needed to maintain

the soil moisture within OMC plus or minus 3 percent limit. Assuming seasonal average of 5

to 6 percent watering by weight, daily requirement of water for 592 cum of embankment will be

about 6 tanker loads of 8000 ltrs each.



6. Compaction :









( 1.9 x 4000 x 0.3 x 0.75 / 9 ) x 50 / 60 say : 160 cum


7. Sorting out/ sectioning/ labour for testing etc :


42



A. MATERIALS:

Sl No Unit Amount

in `:

1 NIL 0.00 0.00 0.00

0.00 0.00 0.00

Total `: 0.00




Add Royalty charges on 888 t soil @ `: 20.00 / tonne `: 17760.00


B. MACHINERY:

Sl No Unit Amount

in `:













7 Sundries LS 2.00 44.00 88.00

Total `: 48994.30





C. LABOUR:

Sl No Unit Amount

in `:







7 Maistry Day 2.00 241.23 482.46



Total `: 7342.08


Contd

Description

Quantity

Rate

Quantity

QuantityDescription

43

in `.

in `.

in `.

Perticulars

Rate

Rate



Sl No Unit Amount

in `:

Contd





ABSTRACT:




TOTAL `: 81430.29



Rate per cum `:`:`:`: 138.93



ITEM: Providing hearting embankment using impervious soil collected in embankment area in

heaps as part of disposal of excavated soil from canal in layers of 250 to 300 mm ( before

compaction ) including cost of all materials, machinery, labour, all other operations such as

spreading soil in layer of specified thickness , sorting-out, breaking clods, levelling, sectioning

edges /sides, watering, compacting each layer to density control of not less than 95 percent

or as stipulated using power roller etc., complete with lead upto 1 km for water.

DATA: Qty of soil collected in embankment area considered for rate analysis : 750 cum

Equivalent borrow area qty assuming 20 % bulkage ( 750 / 1.2 ) : 625 cum






For use of excavated soil collected in embankment area equivalent borrow area quantity is to be

considered for applying the shrinkage factor.

Qty of embankment assuming 5% shrinkage ( 625 x 0.95 ) say : 595 cum

Qty of soil for computing royalty @ 1.6 t / cum ( 595 x 1.6 ) : 952 tonnes


No stripping of top soil involved as useful soil from excavation is collected in embankment area.


Soil already collected in embankment area as part of disposal of soil from canal excavation.


Consider bulkage of 20 % in collection of soil and shrinkage factor of 5 % in compaction.

Quantity of loose soil to be spread : 750 cum



4. Watering :

Generally soil from canal excavation will be in moist condition.In the beginning of the season no

Description Rate

44

in `.

Quantity







Deploy 5 hp pump for 2.5 hours.

5. Compaction :









( 1.9 x 4000 x 0.3 x 0.75 / 9 ) x 50 / 60 say : 160 cum





A. MATERIALS:

Sl No Unit Amount

in `:

1 NIL 0.00 0.00 0.00

0.00 0.00 0.00

Total `: 0.00






B. MACHINERY:

Sl No Unit Amount

in `:









5 Sundries LS 2.00 44.00 88.00

Total `: 19296.80





Perticulars

Description

in `.

Quantity

45

Rate

in `.

Rate

Quantity


C. LABOUR:

Sl No Unit Amount

in `:





5 Maistry Day 1.00 241.23 241.23



Total `: 2911.85






ABSTRACT:




TOTAL `: 42926.54



Rate per cum `:`:`:`: 72.87



ITEM: Providing casing embankment using semi-pervious / pervious soil collected in heaps

in embankment area as part of disposal of excavated soil from canal in layers of 250 to 300

mm ( before compaction ) including cost of all materials, machinery, labour, all other operations

such as spreading soil in layer of specified thickness, sorting-out, breaking clods, levelling,

sectioning edges / sides, watering, compacting each layer to density control of not less than

95 percent or as stipulated using power roller etc., complete with lead upto 1 km for water.

DATA: Qty of soil collected in embankment area considered for rate analysis : 750 cum

Equivalent borrow area qty assuming 20 % bulkage ( 750 / 1.2 ) : 625 cum






For use of excavated soil collected in embankment area equivalent borrow area quantity is to be

considered for applying the shrinkage factor.

Qty of embankment assuming 5% shrinkage ( 625 x 0.95 ) say : 595 cum

Qty of soil for computing royalty same as in Item : 12 : 952 tonnes


No stripping of top soil involved as useful soil from excavation is collected in embankment area.

Description

in `.

RateQuantity

46



Soil already collected in embankment area as part of disposal of soil from canal excavation.

from canal excavation.


Quantity of loose soil to be spread : 750 cum

Output of dozer cum shovel for levelling per hour : 250 cum


4. Watering :

Generally the soil from excavation will be in moist condition. In the beginning of the season no






Deploy 5 hp pump for 2.5 hours.

5. Compaction :









( 1.9 x 4000 x 0.3 x 0.75 / 9 ) x 50 / 60 say : 160 cum





A. MATERIALS:

Sl No Unit Amount

in `:

1 NIL 0.00 0.00 0.00

0.00 0.00 0.00

Total `: 0.00






B. MACHINERY:

Sl No Unit Amount

in `:





Contd

Perticulars Rate

in `.

in `.

Description Rate

Quantity

Quantity

47



Sl No Unit Amount

in `:

Contd





5 Sundries LS 2.00 44.00 88.00

Total `: 19296.80





C. LABOUR:

Sl No Unit Amount

in `:





5 Maistry Day 1.00 241.23 241.23



Total `: 2911.85






ABSTRACT:




TOTAL `: 42926.54



Rate per cum `:`:`:`: 72.87



ITEM: Providing compacted embankment for field irrigation channels with gravely soil from

approved borrow area in layers of 100 to 150 mm thickness (before compaction) including cost

of all materials, machinery, labour, all other operations such as collection of soil, spreading

in layer of specified thickness, sorting-out, breaking clods, levelling, watering, compacting

as directed, dressing sides to required slope etc., complete with lead upto 50 m and all lifts.

48

in `.

Rate

Quantity RateDescription

in `.



DATA:Output of 1 heavy & 1 light mazdoor assumed at 5 cum per day for excavation of gravely soil

and loading the same to either transport vehicle or dumping soil in channel embankment area.

Output of 1 heavy mazdoor assumed at 10 cum loose soil for spreading and levelling.

Assuming 4 percent watering ( about 60 ltr / cum ) and 5 trips per day:

Output of 1 bullock cart for watering : 30 cum / day

Assuming 2 km / hour speed and 25 passes per layer for rolling.

Output of 1 bullock drawn roller with 70 percent efficiency

( 0.60 x 2000 x 0.15 x 0.70 / 25 ) x 8 x 50 / 60 say : 30 cum / day

Qty of soil for computing royalty at 1.6 t / cum ( 30 x 1.6 ) : 48 tonnes


A. MATERIALS:

Sl No Unit Amount

in `:

1 NIL 0.00 0.00 0.00

0.00 0.00 0.00

Total `: 0.00




Add Royalty charges on 45 t soil @ Rs: 20.00 / tonne `: 900.00


B. MACHINERY:

Sl No Unit Amount

in `:

1 5 hp pump ( diesel ) Hour 0.25 7.00 1.75


Total `: 20.75





C. LABOUR:

Sl No Unit Amount

in `:

1 Operator pump Hour 0.25 60.00 15.00

2 Maistry Day 0.20 241.23 48.25

3 Heavy mazdoor for colletion of soil Day 6.00 238.73 1432.38

For spreading / levelling / sectioning Day 3.00 238.73 716.19

4 Cartman with Bullock cart for water Day 1.00 278.23 278.23

5 Bullock drawn roller for rolling Day 1.00 278.23 278.23

6 Light mazdoor for conveying soil Day 6.00 237.23 1423.38

Total `: 4191.66






Description

Description

Quantity RatePerticulars

Rate

in `.

Quantity

Quantity

in `.

in `.

Rate

49


ABSTRACT:




TOTAL `: 6414.96



Rate per cum `:`:`:`: 215.97



ITEM: Providing rubble and sand filling in layers of 250 to 300 mm including cost of all materials,

machinery, labour, watering, ramming etc., complete with lead upto 50 m and all lifts.

DATA:Consider 10 cum rubble and sand filling.

Consider 40 % voids in rubble filling.


Rubble ( 10 x 1 x 1.02 ) 10.20 cum

Sand unscreened ( 10 x 0.4 x 1.02 ) 4.10 cum


No machinery proposed.

3. Requirement of work-force :

Heavy mazdoor for rubble filling 2 Nos.

Light mazdoor for packing sand and watering 2 Nos.


A. MATERIALS:

Sl No Unit Amount

in `:

1 Rubble stones at quarry cum 10.20 400.00 4080.00

2 Sand ( unscreened ) at quarry cum 4.10 615.00 2521.50

Total `: 6601.50




Add Royalty charges on Rubble @ ( Included in material rate ) `: 0.00

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


B. MACHINERY:

Sl No Unit Amount

in `:

1 NIL 0.00 0.00 0.00

0.00 0.00 0.00

Total `: 0.00





Perticulars

in `.

Description Rate

Rate

in `.

Quantity

Quantity

50


C. LABOUR:

Sl No Unit Amount

in `:



Total `: 951.92






ABSTRACT:




TOTAL `: 8904.76

Add for other enabling works / watering charges @ 1.00% `: 89.05


Rate per cum `:`:`:`: 899.38



ITEM: Providing rubble and murum filling in layers of 250 to 300 mm including cost of all materials,

machinery, labour, watering, ramming etc., complete with lead upto 50 m and all lifts.

DATA:Consider 10 cum rubble and murum filling for rate analysis.


Rubble ( 10 x 1 x 1.02 ) 10.20 cum

Murum ( considering 40 % voids in rubble filling) ( 10 x 0.4 x 1.02 ) 4.10 cum




Heavy mazdoor for rubble filling 2 Nos.

Light mazdoor for packing murum and watering 2 Nos.


A. MATERIALS:

Sl No Unit Amount

in `:

1 Rubble stones at quarry cum 10.20 400.00 4080.00

2 Murum cum 4.10 140.00 574.00

Total `: 4654.00




Add Royalty charges on Rubble @ ( Included in material rate ) `: 0.00

Add Royalty charges on Murum @ ( Included in material rate ) `: 0.00



51

Rate

Description

in `.

in `.

RateQuantity


B. MACHINERY:

Sl No Unit Amount

in `:

1 NIL 0.00 0.00 0.00

0.00 0.00 0.00

Total `: 0.00





C. LABOUR:

Sl No Unit Amount

in `:



Total `: 951.92






ABSTRACT:




TOTAL `: 6645.66



Rate per cum `:`:`:`: 671.21



ITEM: Providing and laying 250 mm thick sand blanket below embankment including cost of all

materials, machinery, labour, spreading to specified thickness etc., complete with lead upto

50 m and all lifts.

DATA:Consider 100 sqm sand blanket laying for rate analysis.


Sand ( unscreened ) ( 100 x 0.25 x 1.02 ) 25.50 cum




1 heavy mazdoor & 1 light mazdoor @ 10 cum / day for spreading collected sand.

Heavy mazdoor 2.5 Nos.

Light mazdoor 2.5 Nos.

Quantity

Description

52

in `.

Description

Rate

Rate

in `.

Quantity


RATE ANALYSIS UNIT : 100.00 sqm

A. MATERIALS:

Sl No Unit Amount

in `:

1 Sand ( unscreened ) cum 25.50 615.00 15682.5

0.00 0.00 0.00

Total `: 15682.50






B. MACHINERY:

Sl No Unit Amount

in `:

1 NIL 0.00 0.00 0.00

0.00 0.00 0.00

Total `: 0.00





C. LABOUR:

Sl No Unit Amount

in `:



Total `: 1189.90






ABSTRACT:




TOTAL `: 19750.47


Total cost for 100.00 sqm `: 19947.97

Rate per sqm `:`:`:`: 199.48

Rate approved per sqm `:`:`:`: 199.00


ITEM: Providing and constructing dry rubble rock-toe using rubble and stone chips from

approved source including cost of all materials, machinery, labour, hand packing rubble

53

Rate

Rate

QuantityPerticulars

Description

QuantityDescription

RateQuantity

in `.

in `.

in `.


and stone chips, finishing top and sides to required slopes etc., complete with lead upto 50 m

and all lifts.

DATA:Top width : NIL

Side slope upstream side : 1 (V) : 1 (H)

Side slope down stream side : 1 (V) : 1.5 (H)

Height : 1.00 m

Cross sectional area ( 0.00 + 2.50 ) x 1 / 2 : 1.25 sqm

1 1.5

1 1

Embankment 1.00 m

Consider 100 cum rock toe:

Length of rock toe for 100 cum ( 100 / 1.25 ) : 80 m

Surface finishing for D / S face ( 1.80 x 80 ) : 144 sqm


Rubble ( 1.25 x 80 ) x 1.02 : 102.00 cum

Stone chips @ 15 % of rubble ( 102 x 0.15 ) : 15.30 cum




Rock-toe material can be spread partly by dumping the material directly at spot and partly by

conveying manually. Consider 50 % by dumping and 50 % by manual conveying.

For conveying and laying :

Heavy mazdoor for rubble : 10 Nos.

Light mazdoor for chips : 2 Nos.

For packing and surface finishing.

Heavy mazdoor : 7 Nos.

Mason Class-II : 7 Nos.

Maistry : 1 No.


A. MATERIALS:

Sl No Unit Amount

in `:

1 Rubble cum 102.00 400.00 40800.00

2 Stone chips cum 15.30 500.00 4080.00

3 Sundries LS 2.00 44.00 88.00

Total `: 44968.00




Add royalty charges for stones @ ( Included in material rate ) `: 0.00



54

Rock-toe

Rate

SKETCH SHOWING DRY RUBBLE ROCK-TOE

( Filter details not shown )

in `.


B. MACHINERY:

Sl No Unit Amount

in `:

1 NIL 0.00 0.00 0.00

0.00 0.00 0.00

Total `: 0.00





C. LABOUR:

Sl No Unit Amount

in `:

1 Maistry Day 1.00 241.23 241.23

2 Mason Class-II Day 7.00 244.23 1709.61



Total `: 6483.71






ABSTRACT:




TOTAL `: 60656.54



Rate per cum `:`:`:`: 612.63



ITEM: Providing and constructing longitudinal and cross graded filter drains using sand and

20 mm down approved clean, hard, graded aggregates satisfying specified filter creteria in layers

of specified thickness including cost of all materials, machinery, labour, laying to required

slopes, compaction etc., complete as per specifications and approved drawings with lead upto

50 m and all lifts.

DATA: Bottom width : 0.50 m

Side slopes : : 1( V ):1(H)

Depth : 0.50 m

Top width : 1.50 m

Cross sectional area ( 0.50 + 1.50 ) x 0.50 / 2 : 0.50 sqm

Thickness of sand layer : 150 mm

Thickness of 20 mm down CA layer : 200 mm

in `.


in `.


55


15 cm

20 cm 20 mm down filter

1 15 cm Sand filter

1

0.5 m

Consider 100 cum filter drain:

Length of drain for 100 cum ( 100 / 0.50 ) : 200 m

Total quantity of filter materials with 2 % wastage ( 100 x 1.02 ) : 102 cum


Quantity of 20 mm down filter aggregate with 2 % wastage

( 0.38 + 0.78 ) x 0.20 x 200 x 1.02 / 2 : 23.66 cum

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

Quantity of filter sand with 2 % wastage ( 102.00 - 23.66 ) : 78.34 cum




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


Light mazdoor : 13 Nos.

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



Maistry : 1 No.


A. MATERIALS:

Sl No Unit Amount

in `:


2 Coarse aggregate 20-10 mm 75 % cum 17.75 950.00 16862.50

3 Coarse aggregate 10 mm down 25 % cum 5.91 1160.00 6855.60

Total `: 71897.20




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

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


B. MACHINERY:

Sl No Unit Amount

in `:

1 NIL 0.00 0.00 0.00

0.00 0.00 0.00

Total `: 0.00





Description Rate

in `.

in `.

Perticulars

SKETCH SHOWING DETAILS OF CROSS DRAIN

Quantity Rate

56

Quantity


C. LABOUR:

Sl No Unit Amount

in `:

1 Maistry Day 1.00 241.23 241.23



Total `: 8808.51






ABSTRACT:




TOTAL `: 94939.90



Rate per cum `:`:`:`: 958.89



ITEM: Providing and constructing 500 mm thick vertical or inclined graded filter media consisting

of 150 mm thick sand layers and 200 mm thick 20 mm down coarse aggregate layer using

approved materials satisfying specified filter creteria including cost of all materials, machinery,

labour, laying to required slope, compaction etc., complete as per specifications and approved

drawings with lead upto 50 m and all lifts.

DATA:Total thickness of filter : 0.50 m

Thickness of sand layers ( 2 ) : 150 mm each

Thickness of 20 mm down CA layer : 200 mm

Consider 100 cum filter drain:

Area of drain for 100 cum ( 100 / 0.50 ) : 200 sqm


Quantity of 20 mm down filter aggregate ( 200 x 1 x 0.20 x 1.02 ) : 40.80 cum

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

Quantity of filter sand ( 200 x 2 x 0.15 x 1.02 ) : 61.20 cum




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.

in `.

Description Rate

57

Quantity



A. MATERIALS:

Sl No Unit Amount

in `:


2 Coarse aggregate 20-10 mm 75 % cum 30.60 950.00 29070.00

3 Coarse aggregate 10 mm down 25 % cum 10.20 1160.00 11832.00

Total `: 78540.00





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


B. MACHINERY:

Sl No Unit Amount

in `:

1 NIL 0.00 0.00 0.00

0.00 0.00 0.00

Total `: 0.00





C. LABOUR:

Sl No Unit Amount

in `:

1 Maistry Day 1.00 241.23 241.23



Total `: 8808.51






ABSTRACT:




TOTAL `: 102645.55



Rate per cum `:`:`:`: 1036.72


in `.

Perticulars

Description Rate

Description

Rate

58

Quantity

RateQuantity

Quantity

in `.

in `.



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

200 mm thick sand, 150 mm thick 20 mm down and 150 mm thick 40 mm down clean, hard,

graded coarse aggregate layers satisfying specified filter creteria behind rock-toe and 150 mm

thick sand, 200 mm thick 20 mm down and 650 mm thick 40 mm down clean, hard, graded

coarse aggregates layers satisfying speccified filter creiteria below rock-toe including cost of

all materials, machinery, labour, laying to specified thickness and slope, compaction etc.,

complete as per specifications and approved drawings with lead upto 50 m and all lifts.

DATA:Consider 80 m length of rock-toe for analysis.

1 1.5

1

Embankment

1.00 m

Cross drain

40 mm down filter

1.00 m 20 cm thick 20 mm filter

1 15 cm thick Sand filter

1. Quantity of filter behind rock-toe:

Sand unscreened ( 80 x 1.4 x 0.2 ) : 22.40 cum

20 mm down filter aggregate ( 80 x 1.4 x 0.15 ) : 16.80 cum

40 mm down filter aggregate ( 80 x 1.4 x 0.15 ) : 16.80 cum

Total : 56.00 cum

2. Quantity of filter below rock-toe:

Sand unscreened ( 0.5+0.8) x 0.15x 80 / 2 + ( 2 x 0.21x 0.85 x 80) : 36.37 cum

40 mm down filter aggregate ( 0.22+1.52 ) x 80 x 0.65 / 2 : 45.23 cum

40 mm filter shall contain 85 % 40-20 mm & 15 % 20-10 mm

20 mm down filter aggregate ( 0.5+2.5) x 80 x 0.5 - ( 36.37+ 45.23) : 38.40 cum


Total : 120.00 cum

Total quantity of filter ( 56.00 + 120.00 ) : 176.00 cum

Consider 176 cum filter for rate analysis.


Sand unscreened ( 22.40 + 36.37 ) x 1.02 : 59.95 cum

40 - 20 mm filter aggregate ( 16.8 x 0.85 + 45.2 x 0.85 ) x 1.02 : 53.75 cum

20-10 mm filter aggregate

( 16.8 x 0.15 + 45.2 x 0.15 + 16.8 x 0.75 + 38.4 x 0.75 ) x 1.02 : 51.70 cum

10 mm below filter aggregate ( 16.8 x 0.25 + 38.4 x 0.25 ) x 1.02 : 14.10 cum




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



1 0.5m

SKETCH SHOWING DETAILS OF FILTER BEHIND & BELOW ROCK-TOE

1

59

Rock-toe


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



Maistry : 1 No.


A. MATERIALS:

Sl No Unit Amount

in `:


2 Coarse aggregate 40-20 mm cum 53.75 740.00 39775.00


4 Coarse aggregate 10 mm down cum 14.10 1160.00 16356.00

Total `: 142115.25





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


B. MACHINERY:

Sl No Unit Amount

in `:

1 NIL 0.00 0.00 0.00

0.00 0.00 0.00

Total `: 0.00





C. LABOUR:

Sl No Unit Amount

in `:

1 Maistry Day 1.00 241.23 241.23



Total `: 14520.03






ABSTRACT:




TOTAL `: 183874.93

60

Description

Perticulars

Rate

in `.

Description Rate

Quantity

Quantity Rate

in `.

in `.

Quantity




Rate per cum `:`:`:`: 1055.19



ITEM: Providing and laying filter media for embankment consisting of 2 layers of poly-propeline

nonwoven filter fabric and 200 mm thick 20 mm down approved clean, hard, graded coarse

aggregate layer between filter fabric layers including cost of all materials, machinery, labour,

forming toe drain etc., complete with lead upto 50 m for aggregate and all leads for fabric

and all lifts.

22.a Using 200 gsm filter fabric.

DATA:Consider 100 sqm filter media laying.

200 gsm filter fabric is proposed in 2 layer with 20 cm thick 20 mm filter aggregate in between.

Filter fabric

20 mm down aggregate 20 cm th

CANAL

Hearting Casing

embankment embankment

Ground level

TYPICAL SKETCH SHOWING FILTER MEDIA USING FILTER FABRIC


Filter fabric with 5 % for lapping and wastage ( 2 x 100 x 1.05 ) : 210.00 sqm

20 mm down aggregate with 2 % wastage ( 100 x 0.2 x 1.02 ) : 20.50 cum





1 heavy mazdoor & 1 light mazdoor 6 cum / day.

Maistry 1 No.




A. MATERIALS:

Sl No Unit Amount

in `:

1 PP filter fabric 200 gsm sqm 210.00 220.00 46200.00

2 20 - 10 mm CA @ 75 % cum 15.40 950.00 14630.00

10 mm down CA @ 25 % cum 5.10 1160.00 5916.00

Total `: 66746.00




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


Perticulars

61

RateQuantity

in `.


B. MACHINERY:

Sl No Unit Amount

in `:

1 NIL 0.00 0.00 0.00

0.00 0.00 0.00

Total `: 0.00





C. LABOUR:

Sl No Unit Amount

in `:

1 Maistry Day 1.00 241.23 241.23



Total `: 1907.09






ABSTRACT:




TOTAL `: 79923.65



Rate per sqm `:`:`:`: 807.23



ITEM: Providing and laying filter media for embankment consisting of 2 layers of poly-propeline

nonwoven filter fabric and 200 mm thick 20 mm down approved clean, hard, graded coarse

aggregate layer between filter fabric layers including cost of all materials, machinery, labour,

forming toe drain etc., complete with lead upto 50 m for aggregate and all leads for fabric

and all lifts.

22. b Using 250 gsm filter fabric.

DATA:Consider 100 sqm filter media laying.


Filter fabric with 5 % for lapping and wastage ( 2 x 100 x 1.05 ) : 210.00 sqm

20 mm down aggregate with 2 % wastage ( 100 x 0.2 x 1.02 ) : 20.50 cum




Description

Description Rate

Rate

Quantity

Quantity

62

in `.

in `.



1 heavy mazdoor & 1 light mazdoor 6 cum / day.

Maistry 1 No.




A. MATERIALS:

Sl No Unit Amount

in `:

1 PP filter fabric 250 gsm sqm 210.00 255.00 53550.00

2 20 - 10 mm CA @ 75 % cum 15.40 950.00 14630.00

10 mm down CA @ 25 % cum 5.10 1160.00 5916.00

Total `: 74096.00






B. MACHINERY:

Sl No Unit Amount

in `:

1 NIL 0.00 0.00 0.00

0.00 0.00 0.00

Total `: 0.00





C. LABOUR:

Sl No Unit Amount

in `:

1 Maistry Day 1.00 241.23 241.23



Total `: 1907.09






ABSTRACT:




TOTAL `: 88449.65

Perticulars

Quantity Rate

in `.

RateQuantity

RateDescription

in `.

in `.

Quantity

63

Description




Rate per sqm `:`:`:`: 893.34



ITEM: Providing and constructing rockfill casing to canal embankment using graded stones and

spalls from approved source including cost of all materials, machinery, labour, spreading

stones and spalls in layers, hand packing, wedging, finishing surface to required slopes etc.,

complete with lead upto 50 m and all lifts.

DATA:Consider 100 cum rockfill casing to canal embankment.

Assume average 20 sqm surface finishing for 100 cum of rockfill.


Quantity of rubble stones from quarry : 100.00 cum

Quantity of spalls from quarry @ 15 % : 15.00 cum




Maistry 1 No.

For levelling and packing rock-fill :

Mason Cl- II 4 Nos.

Heavy mazdoor 4 Nos.

For surface finishing :

Mason Cl- II 2 Nos.


Light mazdoor for supplying spalls and miscellaneous works. 2 Nos.


A. MATERIALS:

Sl No Unit Amount

in `:

1 Rubble stones ( at quarry ) cum 100.00 400.00 40000.00

2 Stone chips / spalls ( at quarry ) cum 15.00 500.00 7500.00

Total `: 47500.00




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


B. MACHINERY:

Sl No Unit Amount

in `:

1 NIL 0.00 0.00 0.00

0.00 0.00 0.00

Total `: 0.00


Contd

in `.

Rate

Quantity

Quantity

Rate

64

Perticulars

in `.

Description



Sl No Unit Amount

in `:

Contd




C. LABOUR:

Sl No Unit Amount

in `:

1 Maistry Day 1.00 241.23 241.23

2 Mason Cl- II Day 6.00 244.23 1465.38



Total `: 3613.45






ABSTRACT:




TOTAL `: 59833.62



Rate per cum `:`:`:`: 604.32



ITEM: Providing and constructing rockfill casing to canal embankment using graded stones and

spalls available in dump yard including cost of all materials, machinery, labour, spreading

stones and spalls in layers, hand packing, wedging, finishing surface to required slopes etc.,


DATA:Consider 100 cum rockfill casing to canal embankment.

Assume average 20 sqm surface finishing for 100 cum of rockfill.


Quantity of rubble stones from quarry : 100.00 cum

Quantity of spalls from quarry @ 15 % : 15.00 cum




Maistry 1 No.

Description Rate

65

in `.

Quantity

Quantity Rate

in `.

Description


For sorting out materials in dump yard :

Crowbarman 2 Nos.


For levelling and packing rock-fill :

Mason Cl- II 4 Nos.


For surface finishing :

Mason Cl- II 2 Nos.


Light mazdoor for supplying spalls and miscellaneous works. 2 Nos.


A. MATERIALS:

Sl No Unit Amount

in `:

1 Rubble stones at dump yard cum 100.00 320.00 32000.00

2 Stone chips ( spalls ) at dump yard cum 15.00 385.00 5775.00

Total `: 37775.00






B. MACHINERY:

Sl No Unit Amount

in `:

1 NIL 0.00 0.00 0.00

0.00 0.00 0.00

Total `: 0.00





C. LABOUR:

Sl No Unit Amount

in `:

1 Mason Cl- II Day 6.00 244.23 1465.38

2 Masistry Day 1.00 241.23 241.23

3 Crowbarman Day 2.00 239.73 479.46



Total `: 4570.37






QuantityPerticulars

Description

in `.

Quantity

Rate

Description Rate

66

Quantity

Rate

in `.

in `.


ABSTRACT:




TOTAL `: 49806.18



Rate per cum `:`:`:`: 503.04


Note : Stones and spalls available in dump yard will be issued at specified issue rate in dump yard.


ITEM: Providing cohesive non-swelling (CNS) soil lining to canals using soil from approved borrow

area including cost of all materials, machinery, labour, spreading soil in layers of thickness

not more than 150 mm, breaking clods, watering, compacting to density control of not less

than 95 percent or as stipulated, dressing to required profile etc., complete with lead upto

1 km and all lifts.




Lead for conveyance of soil : 1.00 km
















Total : 11.90 min








Quantity of embankment considering 5 % shrinkage ( 403 x 0.95 ) say : 385 cum


67






Quantity of stripping with 5 % extra area ( 1209 x 1.05 x 0.20 ) : 254 cum



Consider 4.5 hours including time for levelling stripped siol / shifting time.

Requirement of dozer for one day work of 403 cum say : 0.75 hour




4. Spreading soil in 150 mm layer :

In view of narrow width spreading soil by dozer may not be possible. Soil collected in heaps

along the edge of the canal can be pushed down by dozer and further spreading in layers of

specified thickness has to be by manual labour. Deploy dozer for 2 hours for pushing soil.

Output of heavy mazdoor for levelling per day : 20 cum


As it may not be possible to take roller upto edges providing some roller margin is necessary.

Quantity of loose soil to be spread with 10 % extra for roller margin on canal side:

( 403 x 1.20 x 1.10 ) say : 530 cum

Consider 27 Heavy mazdoors for levelling 530 cum soil including extra soil laid for roller margin.

5. Watering :



needed to maintain soil moisture within OMC plus or minus 3 percent limit. Assuming seasonal

average of 5 % watering by weight, the daily requirement of water for 385 cum of embankment

will be about 4 tanker loads of 8000 ltrs each.


Deploy 5 hp pump for 2 hours for pumping water to water tanker.

Consider 2 heavy mazdoors for spraying water.

6. Compaction :

Since dozer is not considered for spreading soil about 25 percent extra roller passes needed.

Generally about 10 passes of diesel road roller is adequate for achieving 95 percent density

control for 20 cm thick loose layer.





Output of roller / hr with 50 min /hr working and 75 % effenciancy

( 1.5 x 3000 x 0.15 x 0.75 / 10 ) x 50 / 60 say : 40 cum

Time for rolling 484 cum spread soil ( 484 / 40 ) say : 12 hours

7. Sorting out / sectioning etc :

Assume 2 heavy and 2 light mazdoors for sorting out.

No extra labour required for sectioning as trimming roller margin forms part of the soil collection

for bed lining.However 5 heavy mazdoors considered for finishing to required slopes.

68



A. MATERIALS:

Sl No Unit Amount

in `:

1 NIL 0.00 0.00 0.00

0.00 0.00 0.00

Total `: 0.00




Add Royalty charges on 577.50 t soil @Rs: 20.00 / tonne `: 11550.00


B. MACHINERY:

Sl No Unit Amount

in `:

1 Shovel 0.5 cum Hour 8.00 799.00 6392.00




3 Tipper 5 cum Hour 24.00 309.00 7416.00






6 Diesel road roller 8-10 tonne Hour 12.00 252.00 3024.00


7 Sundries LS 5.00 44.00 220.00

Total `: 43355.25





C. LABOUR:

Sl No Unit Amount

in `:






6 Crew for Road roller Hour 12.00 121.00 1452.00

7 Maistry Day 2.00 241.23 482.46



Total `: 15159.20


Contd

Description

69

Quantity

in `.

Description

Rate

Perticulars Rate

Quantity

in `.

Rate

in `.

Quantity


C. LABOUR ( Contd ):

Sl No Unit Amount

in `:

Contd





ABSTRACT:




TOTAL `: 79543.57



Rate per cum `:`:`:`: 208.67



ITEM: Providing cohesive non-swelling ( CNS ) soil lining to canal using soil collected in heaps

along the edge of canal requiring CNS soil lining as part of the disposal of excavated soil from

canal excavation in CNS soil reach including cost of all machinery, labour, spreading in

layers of thickness not more than 150 mm, breaking clods,watering, compacting to density

control of not less than 95 percent or as stipulated, dressing to required profile etc.,complete

with lead upto upto 50 m and all lifts.

DATA:Daily progress of CNS lining assumed as in Item: 25. : 395 cum


No stripping of borrow involved as the soil is from canal excavation.

2. Collection of soil for CNS lining :

It is assumed that cohesive non-swelling soil from canal excavation is conveyed and collected

along the edge of the canal reach requiring CNS soil lining and conveyance charges form part

of canal excavation.

Only local rehandling of soil to lining area is required.

3. Spreading soil in 150 mm layer :

For 395 cum finished lining 530 cum soil is to be spread including soil for roller margin.

Total quantity of soil to be laid for lining : 530 cum

Deploy dozer for about 2 hours for pushing soil to lining area.

Output of 1 heavy mazdoor for spreading soil : 20 cum / day

Deploy 27 heavy mazdoors.

4. Watering :

Generally the soil from excavation will be in moist condition. In the beginning of season no


needed to maintain the soil moisture within OMC plus or minus 3 percent limit. However, for

any time gap between excavation and rehandling relatively more watering is needed. Assuming

seasonal average of 6 % watering by weight, requirement of water for 395 cum of embankment

will be about 5 tanker loads of 8000 ltrs each.


70

in `.



Deploy 5 hp pump for 2.5 hours for pumping water to water tanker.

Deploy 2 heavy mazdoors for spraying water.

5. Compaction :

Since dozer is not considered for spreading soil about 25 percent extra roller passes needed.

Generally 10 passes of diesel road roller is adequate for achieving 95 percent density control for

15 cm thick loose layer.





Output of roller / hr with 50 min / hr working and 70 % job / management effenciancy

( 1.5 x 3000 x 0.15 x 0.70 / 10 ) x 50 / 60 say : 40 cum

Time for rolling 484 cum spread soil ( 484 / 40 ) say : 12 hours

6. Sorting out / sectioning etc :

Assume 2 heavy and 2 light mazdoors for sorting out.

No extra labour considered for sectioning as trimming roller margin forms part of soil collection

for bed lining.However for finishing the surface to required slopes etc deploy 5 heavy mazdoors.


A. MATERIALS:

Sl No Unit Amount

in `:

1 NIL 0.00 0.00 0.00

0.00 0.00 0.00

Total `: 0.00




Add Royalty charges on592.5 t soil @ Rs: 20.00 / tonne `: 11850.00


B. MACHINERY:

Sl No Unit Amount

in `:

1 Angle Dozer 90 hp Hour 2.00 1273.00 2546.00






4 Diesel road roller 8-10 tonne Hour 12.00 252.00 3024.00


5 Sundries LS 5.00 44.00 220.00

Total `: 18293.50





Perticulars

Description

71

in `.

Quantity

in `.

Rate

RateQuantity


C. LABOUR:

Sl No Unit Amount

in `:




4 Crew for Road roller Hour 12.00 121.00 1452.00

5 Maistry Day 2.00 241.23 482.46

6 Heavy mazdoor

for spreading and levelling soil Day 29.00 238.73 6923.17

for sorting-out and watering Day 2.00 238.73 477.46

for sectioning and finishing Day 5.00 238.73 1193.65


Total `: 11884.20






ABSTRACT:




TOTAL `: 47927.01



Rate per cum `:`:`:`: 122.55



ITEM: Providing and fixing 200 x 200 x 750 mm size top surface neatly dressed canal bed level

stone including cost of all materials, labour, excavation, fixing in position to correct level etc.,


DATA:Consider 0.5 hour for excavation and fixing each stone with 50 min / hour working.

1 stone chiseller Cl- I for top surface dressing of 16 stones / day.

Consider fixing 32 canal bed level stones for rate analysis.


Only labour charges involved for this item.



3. Requirement of workforce :

Maistry : 1 No.

Stone chiseller Cl- I : 2 Nos.


Description

72

Quantity Rate

in `.


RATE ANALYSIS UNIT : 32.00 Nos.

A. MATERIALS:

Sl No Unit Amount

in `:

1 Rough stone 200 x 200 x 750 mm Each 32.00 20.00 640.00

0.00 0.00 0.00

Total `: 640.00




Add for Royalty charges on stone @ ( Included in material rate ) `: 0.00


B. MACHINERY:

Sl No Unit Amount

in `:

1 NIL 0.00 0.00 0.00

0.00 0.00 0.00

Total `: 0.00





C. LABOUR:

Sl No Unit Amount

in `:

1 Maistry Day 1.00 241.23 241.23

2 Stone chiseller Cl- I Day 2.00 244.73 489.46


Total `: 1208.15






ABSTRACT:




TOTAL `: 2325.08


Total cost for 32.00 Nos. `: 2348.33

Rate per Each `:`:`:`: 73.39

Rate approved per Each `:`:`:`: 73.00


ITEM: Providing, fabricating and placing in position reinforcement steel for RCC works including

Perticulars

Rate

in `.

in `.

RateDescription

73

Description

RateQuantity

Quantity

Quantity

in `.


cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking,

lapping, welding wherever required, tying with 1.25 mm diameter soft annealed steel wire

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

DATA:Lap jointing considered assuming all reinforcement below 28 mm dia.

Quantity of binding wire per tonne : 10 kg

Wastage of steel : 2.5 percent

Consider fabrication and placing 1 tonne steel for rate analysis.


Reinforcement steel with 2.5 % wastage ( 1 x 1.025 ) : 1.025 tonne

Binding wire 1.25 mm dia @ 10 kg / t ( 1 x 10 ) : 10 kg


No machinery required.


Cleaning and straightening : 2 Bar benders & 2 Heavy mazdoors

Marking, cutting, bending & stacking : 2 Bar benders & 4 Heavy mazdoors

Fixing & tying with binding wire : 2 Bar benders & 4 Heavy mazdoors

Checking / correcting & misc. : 1 Bar bender & 1 Heavy mazdoor

Maistry : 1 No.

RATE ANALYSIS UNIT : 1000.00 kg

A. MATERIALS:

Sl No Unit Amount

in `:

1 Rein.Steel with 2.5 % wastage kg 1025.00 48.48 49686.88

2 Binding wire 1.25 mm dia kg 10.00 60.00 600.00

3 Sundries ( chairs / spacers etc ) LS 5.00 44.00 220.00

Total `: 50506.88





B. MACHINERY:

Sl No Unit Amount

in `:

1 NIL 0.00 0.00 0.00

0.00 0.00 0.00

Total `: 0.00





C. LABOUR:

Sl No Unit Amount

in `:

1 Bar bender Day 7.00 256.73 1797.11


Total `: 4423.14

Contd

Rate

Perticulars Rate

in `.

RateDescription

Description

74

in `.

in `.

Quantity

Quantity

Quantity



Sl No Unit Amount

in `:

Contd






ABSTRACT:




TOTAL `: 64382.29


Total cost for 1000.00 kg `: 65026.11

Rate per kg `:`:`:`: 65.03

Rate approved per kg `:`:`:`: 65.00


ITEM: Providing and laying 80 mm thick in-situ M-15 ( 28 days cube compressive strength not less

than 15 N / sqmm ) grade cement concrete using 20 mm down approved, clean, hard,

graded aggregates for canal lining deploying batching plant, transit mixer and vibratory

cylinder type mechanical paver including cost of all materials, machinery, labour, cleaning,

batching, mixing, placing in position, forming contraction joints, fixing PVC joint sealing strips,

finishing, curing, shifting of paver from one side to other side of canal etc., complete with lead

upto 1 km and all lifts. ( Cement content: 23.30 kg / sqm with use of super plasticiser )

DATA:Thickness of lining : 80 mm

Consider Cylinder type Mechanical paver with one side paving arrangement for CC lining.

Average output of mechanical paver / hour for 80 mm thick lining : 100 sqm

For 1 cum CC :- Coarse aggregates : 0.77 cum Blending ratio : 65 :35

Fine aggregate : 0.47 cum Cement content : 270 kg Super plasticizer : 0.8 ltr

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

Output of paver / hour with 50 min per hour working.( 100 x 50 / 60 ) say : 80 sqm

Qty of CC for paver / hr for 80 mm thickness ( 80 x 0.08 ) : 6.40 cum

Add extra qty for curvature at bed & side junction @ 6 % : 0.40 cum

Corrected qty of concrete for 80 sqm : 6.80 cum

Rated capacity of batching plant with 70 % efficiency for 6.80 cum / hour output:

( 6.80 x 60 / 50 / 0.7 ) : 11.65 cum / hr

Consider 15 cum per hour capacity Batching & mixing plant for concrete production.

Consider shifting & re-erection of Batching plant at 5 km interval.

Consider 2 cum capacity Transit mixers for conveying CC from BP to paver site.

Round trip cycle time for transit mixer :

Turning & spotting at BP : 2.00 min

Loading CC : 10.00 min

Conveying from BP to Paver site ( average ) : 5.00 min

Turning & spotting at Paver site : 2.00 min

in `.

RateDescription Quantity

75


Unloading concrete at paver site : 20.00 min

Return trip to BP ( average ) : 5.00 min

Total : 44.00 min

Output of transit mixer / hr with 50 min / hr working: ( 50 x 2 / 44 ) : 2.27 cum

Hourly requirement of concrete for 80 sqm / hour lining : 6.80 cum

No.of Transit mixers to match 6.80 cum / hr ( 6.8 / 2.27 ) say : 3 Nos.

Daily progress of lining @ 80 sqm / hour ( 8 x 80 ) : 640 sqm

Quantity of concrete for 640 sqm @ 6.80 cum / 80 sqm : 54.40 cum

Consider 640 sqm lining requiring 54.40 cum concrete for rate analysis.


Cement for mix with 1 % wastage ( 54.40 x 270 x 1.01 ) : 14835 kg

Cement for incidentals @ 5 kg / cum ( 54.40 x 5 ) : 272 kg

Coarse aggregate 20-10 mm size ( 54.40 x 0.77 x 0.65 x 1.02 ) : 27.75 cum

Coarse aggregate 10-4.75 mm size ( 54.40 x 0.77 x 0.35 x 1.02 ) : 14.95 cum

Fine aggregate ( 54.40 x 0.47 x 1.02 ) : 26.10 cum

Super plasticiser ( 54.40 x 0.8 x 1.02 ) : 44.40 ltrs

PVC sealing strip in 4 m x 4 m grid @ 0.5 m / sqm ( 640 x 0.5 ) : 320 Rm

Curing compound @ 0.2 ltr / sqm ( 640 x 0.2 x 1.1 ) : 141 ltrs


Deploy 15 cum per hour capacity Batching & mixing plant for 8 hours for concrete production.

Deploy 3 Transit mixers for 8 hours for conveyance of CC from BP to Paver site.

Deploy 100 sqm / hour Mechanical paver for 8 hours for concrete lining.

Deploy about 50 KVA capacity DG set with all accessories for 9 hours at BP site.

Deploy about 30 KVA capacity DG set with all accessories for 9 hours at Paver site.

Deploy 0.5 cum capacity Shovel for 4 hours at BP site for pushing CA / FA from stock pile.

Deploy 2 Pumps 5 hp for 4 hour for water requirement at BP and Paver sites.

Deploy 1 Water tanker 8000 ltr capacity for 8 hour for water required at BP and Paver sites.

3. Formwork & scaffolding :

No formwork / scaffolding required for lining by paver.


Mason Class I for finishing & fixing PVC strips : 2 Nos.

Mechanic : 2 Nos.

Fitter : 1 No.

Electrician : 2 Nos.

Maistry ( 1 at BP and 1 at Paver sites ) : 2 Nos.

Heavy mazdoor ( BP site for feeding cement to silo & misc. works ) : 10 Nos.

Heavy mazdoor ( Paver site ) : 10 Nos.

Light mazdoor ( Paver site ) : 5 Nos.


Cost of paving cylinder @ `: 27800.00 / Each. `: 27800.00

Life of paving cylinder in sqm of lining : 40000

Use rate of paving cylinder / sqm ( cost / life ) `: 0.70

Add for repair charges at 25 % `: 0.17

Use rate of paving cylinder / sqm including repairs. `: 0.87

76



A. MATERIALS:

Sl No Unit Amount

in `:

1 Cement 43 Gr kg 14835.00 7.50 111262.50

Cement for incidentals @ 5 kg / cum kg 272.00 7.50 2040.00


Coarse aggregate 10-4.75 mm cum 14.95 1160.00 17342.00

3 Fine aggregate ( screened ) cum 26.10 730.00 19053.00

4 Super plasticiser ltr 44.40 105.00 4662.00

5 PVC sealing strip Rm 320.00 45.00 14400.00

6 Curing compound ltr 141.00 134.00 18894.00

7 Use rate of paving cylinder sqm 640.00 0.87 556.00

8 Sundries LS 50.00 44.00 2200.00

Total `: 216772.00





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


B. MACHINERY:

Sl No Unit Amount

in `:

1 Batching plant 15 cum/hr rated capacity Hour 8.00 334.00 2672.00

Lubricants etc @ 5 % Hour 8.00 16.70 133.60

2 Transit mixer 3 Nos Hour 24.00 708.00 16992.00


3 Mechanical paver Hour 8.00 311.00 2488.00


4 DG set for batching plant 50 KVA Hour 9.00 104.00 936.00


5 DG set for paver 30 KVA Hour 9.00 66.00 594.00


6 Shovel 0.5 cum / Loader Hour 4.00 799.00 3196.00


7 Water tanker Hour 8.00 306.00 2448.00


8 Pump 5 hp(diesel) 2 Nos. 4 hrs each Hour 8.00 7.00 56.00


9 Sundries ( power line etc ) LS 50.00 44.00 2200.00

Total `: 70137.00





Perticulars

Description

Quantity Rate

77

in `.

Quantity Rate

in `.


C. LABOUR:

Sl No Unit Amount

in `:

1 Crew for Batching plant Hour 8.00 181.00 1448.00

2 Crew for Transit mixer Hour 24.00 151.00 3624.00

3 Crew for Concrete paver Hour 8.00 241.00 1928.00

4 Crew for DG set Hour 18.00 75.00 1350.00




8 Mason Class I Day 2.00 256.73 513.46

9 Mechanic Day 2.00 254.73 509.46

10 Fitter Day 1.00 254.73 254.73

11 Electrician Day 2.00 241.23 482.46

12 Maistry Day 2.00 241.23 482.46

13 Heavy mazdoor ( BP site ) Day 10.00 238.73 2387.30

Heavy mazdoor ( Paver site ) Day 10.00 238.73 2387.30

14 Light mazdoor ( Paver site ) Day 5.00 237.23 1186.15

Total `: 18305.32






ABSTRACT:




TOTAL `: 353856.21

Add for shifting & re-erection of BP @ 2.00% `: 7077.12

Add for LH / RH shifting & erection of Paver @ 0.50% `: 1769.28

Add for ledge cutting / erection of tracks etc @ 1.00% `: 3538.56



Rate per sqm `:`:`:`: 577.78












in `.

78







Output of paver / hour with 50 min per hour working ( 80 x 50 / 60 ) say : 65 sqm

Quantity of CC for paver / hour ( 65 x 0.10 ) : 6.50 cum

Add extra quantity for curvature at bed & side junction @ 5 % : 0.30 cum


Rated capacity of batching plant required with 70 % efficiency for 6.80 cum / hour output:

( 6.80 x 60 / 50 / 0.7 ) : 11.65 cum / hr




Round trip cycle time for transit mixer:







Total : 44.00 min



No. of Transit mixers to match 6.80 cum / hr ( 6.80 / 2.27 ) : 3 Nos.

Daily progress of lining @ 65 sqm / hour : 520 sqm














Deploy 3 Transit mixers for for 8 hours for conveyance of CC from BP to Paver site.











79


Mechanic : 2 Nos.

Fitter : 1 No.













A. MATERIALS:

Sl No Unit Amount

in `:

1 Cement 43 Gr kg 14835.00 7.50 111262.50









8 Sundries LS 50.00 44.00 2200.00

Total `: 210483.75







B. MACHINERY:

Sl No Unit Amount

in `:


Lubricants @ 5 % Hour 8.00 16.70 133.60




Lubricants @ 5 % Hour 8.00 15.55 124.40





Contd

Description

Perticulars

80

Quantity Rate

in `.

Rate

in `.

Quantity



Sl No Unit Amount

in `:

Contd





8 Pump 5 hp (diesel ) 2 Nos 4 hr each Hour 8.00 7.00 56.00



Total `: 70137.00





C. LABOUR:

Sl No Unit Amount

in `:








8 Mason Class I Day 2.00 256.73 513.46

9 Mechanic Day 2.00 254.73 509.46

10 Fitter Day 1.00 254.73 254.73

11 Electrician Day 2.00 241.23 482.46

12 Maistry Day 2.00 241.23 482.46




Total `: 18305.32






ABSTRACT:




TOTAL `: 346561.84

Add for shifting & erection of BP @ 2.00% `: 6931.24


Add for ledge cutting / track laying etc @ 1.00% `: 3465.62

Description

in `.

QuantityDescription

Rate

in `.

Rate

81

Quantity




Rate per sqm `:`:`:`: 696.46
















Output of paver / hour with 50 min per hour working.( 100 x 50 / 60 ) say : 80 sqm

Qty of CC for paver / hr for 80 mm thickness ( 80 x 0.08 ) : 6.40 cum

Add extra qty for curvature at bed & side junction @ 6 % : 0.40 cum


Rated capacity of batching plant with 70 % efficiency for 6.80 cum / hour output:

( 6.80 x 60 / 50 / 0.7 ) : 11.65 cum / hr




Round trip cycle time for transit mixer :



Conveying from BP to Paver site( average ) : 5.00 min




Total : 44.00 min



No.of Transit mixers to match 6.80 cum / hr ( 6.8 / 2.27 ) say : 3 Nos.










82


















Mechanic : 2 Nos.

Fitter : 1 No.













A. MATERIALS:

Sl No Unit Amount

in `:

1 Cement 43 Gr kg 18132.00 7.50 135990.00









8 Sundries LS 50.00 44.00 2200.00

Total `: 240890.50







in `.

Perticulars

83

Quantity Rate


B. MACHINERY:

Sl No Unit Amount

in `:















8 Pump 5 hp(diesel) 2 Nos. 4 hrs each Hour 8.00 7.00 56.00



Total `: 70137.00





C. LABOUR:

Sl No Unit Amount

in `:








8 Mason Class I Day 2.00 256.73 513.46

9 Mechanic Day 2.00 254.73 509.46

10 Fitter Day 1.00 254.73 254.73

11 Electrician Day 2.00 241.23 482.46

12 Maistry Day 2.00 241.23 482.46




Total `: 18305.32






Description

RateDescription

Rate

in `.

84

in `.

Quantity

Quantity


ABSTRACT:




TOTAL `: 381833.67

Add for shifting & re-erection of BP @ 2.00% `: 7636.67


Add for ledge cutting / erection of tracks etc @ 1.00% `: 3818.34



Rate per sqm `:`:`:`: 623.46
















Output of paver / hour with 50 min per hour working ( 80 x 50 / 60 ) say : 65 sqm

Quantity of CC for paver / hour ( 65 x 0.10 ) : 6.50 cum

Add extra quantity for curvature at bed & side junction @ 5 % : 0.30 cum


Rated capacity of batching plant required with 70 % efficiency for 6.80 cum / hour output:

( 6.80 x 60 / 50 / 0.7 ) : 11.65 cum / hr




Round trip cycle time for transit mixer:







Total : 44.00 min



No. of Transit mixers to match 6.80 cum / hr ( 6.80 / 2.27 ) : 3 Nos.


85


























Mechanic : 2 Nos.

Fitter : 1 No.













A. MATERIALS:

Sl No Unit Amount

in `:

1 Cement 43 Gr kg 18132.00 7.50 135990.00







Contd

Perticulars Rate

in `.

86

Quantity



Sl No Unit Amount

in `:

Contd



8 Sundries LS 50.00 44.00 2200.00

Total `: 232802.25







B. MACHINERY:

Sl No Unit Amount

in `:


Lubricants @ 5 % Hour 8.00 16.70 133.60




Lubricants @ 5 % Hour 8.00 15.55 124.40









8 Pump 5 hp (diesel ) 2 Nos 4 hr each Hour 8.00 7.00 56.00



Total `: 70137.00





C. LABOUR:

Sl No Unit Amount

in `:






Contd

in `.

in `.

RateQuantity

Perticulars

87

Description

QuantityDescription

Quantity Rate

Rate

in `.



Sl No Unit Amount

in `:

Contd



8 Mason Class I Day 2.00 256.73 513.46

9 Mechanic Day 2.00 254.73 509.46

10 Fitter Day 1.00 254.73 254.73

11 Electrician Day 2.00 241.23 482.46

12 Maistry Day 2.00 241.23 482.46




Total `: 18305.32






ABSTRACT:




TOTAL `: 372451.30

Add for shifting & erection of BP @ 2.00% `: 7449.03


Add for ledge cutting / track laying etc @ 1.00% `: 3724.51



Rate per sqm `:`:`:`: 748.48



ITEM: Dismantling, shifting and re-erecting mechanical concrete paver and DG set with all

accessories across canal CD work or such other locations where dismantling, shifting,

re-erecting and aligning of paver is necessary for continuing further canal lining work including

cost of all materials, machinery, labour etc., complete with all leads and lifts.

DATA:Dismantling, shifting and re-erecting mechanical concrete paver is necessary at each CD work

location. As CD works will not be at any fixed interval separate rate is proposed for dismantling,

shifting and re-erection of paver. As per the information collected from equipment suppliers

1 day time is required for dismantling, shifting and re-erection of paver and DG set including

aligning and testing.

Deploy paver crew for 1 day.

Deploy heavy mazdoors 6 Nos for 1 day to assist paver crew.

Deploy tipper for 4 hours with fuel charges for 1 hour for shifting.

Quantity RateDescription

88

in `.


RATE ANALYSIS UNIT : 1.00 Shifting

A. MATERIALS:

Sl No Unit Amount

in `:

1 NIL 0.00 0.00 0.00

0.00 0.00 0.00

Total `: 0.00





B. MACHINERY:

Sl No Unit Amount

in `:

1 Tipper Hour 4.00 309.00 1236.00


2 Sundries ( ropes / rails etc ) LS 1.00 44.00 44.00

Total `: 1566.00





C. LABOUR:

Sl No Unit Amount

in `:


2 Crew for Paver Hour 8.00 241.00 1928.00


Total `: 3740.38






ABSTRACT:




TOTAL `: 6592.86


Total cost for 1.00 Shifting `: 6658.79

Rate per Shifting `:`:`:`: 6658.79


Note: The rate under this item shall not be considered for local shifting of paver from one side to other

side of canal. The cost of local shifting of paver is included in concrete lining rates under items

29.a, 29.b, 30.a and 30.b.

Rate

in `.

Perticulars Rate

in `.

Description

Quantity

89

QuantityDescription

in `.

RateQuantity



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

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

aggregates for side lining of canal including cost of all materials, machinery, labour,cleaning,

batching, mixing, formwork, supports, placing in position, levelling, vibrating, finishing junction

of bed and sides to required curveture, finishing side slopes, curing etc., complete with lead

upto 50 m and all lifts. ( Cement content : 270 kg / cum with use of super plasticiser )

DATA:For concrete lining of small canals locally fabricated manually operated paver can be considered.

By operating the screw jack the side shuttering can be positioned in place.

Consider laying of concrete in panels of 3 m length.

Length of shutter including 0.10 m overlap on previous lining 3.10 m

Assume 1.5 m bed width and 1.2 m depth of flow. Assume 0.30 m free board.


Sloped length of shuttering including 0.20 m free shutter at top and 0.30 m for curved portion and

overlap at bed will be ( 0.20 + 2.70 + 0.30 ) 3.20 m

Area of shutter plate on each side of canal ( 3.1 x 3.2 ) say : 10.00 sqm

Screw jack

Shutter plate

Side lining

Bracings

Hinged joints

Trolley

Bed lining

INDICATIVE ARRANGEMENT OF MANUAL PAVER

As the paver will be released soon after completing concreting upto top level of lining and moved

to next portion to be lined 200 uses can be considered as life of paver.

Further it is assumed that the shuttering of paver will be oiled after every 5 to 6 uses of the paver.

Considering this the quantity of shutter oil is assumed at 0.05 ltr / sqm.

Cost of manual paver :

Shuttering plate 4 mm thick ( 2 x 10 ) sqm @ 31.40 kg / sqm : 628.00 kg

Vertical and horizontal stiffeners 65 x 65 x 6 mm angles @ 1 m spacing

@ 5.8 kg / m ( 3.2 x 8 + 3 x 8 ) x 5.8 : 288.00 kg

Intermidiate stiffeners 40x40x5 mm angles 36 m @ 3.78 kg / m : 136.00 kg

Bracings ISMC100: 22 m @ 9.2 kg / m : 203.00 kg

Gusset plates for bracings 300 x 300 x 10 mm 6 Nos @ 78.5 kg / sqm : : 42.00 kg

Trolley frame ISMC200 : 7 m @ 22.1 kg / m : 155.00 kg

Top frame : 75.00 kg

Jack and jack supports : 125.00 kg

Wheels and supports : 150.00 kg

Miscellaneous and wastage : 50.00 kg

Total Wt : 1852.00 kg

say : 1850 kg

Cost of manual paver @ `: / tonne `: 244200.00

90

132000.00





Consider laying concrete on both sides of the canal.

Therefore, deploy 2 concrete mixers ( diesel ) one on either side for lining.

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 ( 0.093 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 possible delays 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 73 mixes ( 73 x 50 / 270 ) say : 13.50 cum

Daily output of 2 mixers ( one on either side of paver ) ( 2 x 13.50 ) say : 27.00 cum

For 20 mm down size coarse aggregate 150 mm thick lining is assumed.

Concrete lining area per paver length of 3 m : 18 sqm

Quantity of concrete per use of paver ( 18 x 0.15 ) : 2.70 cum

Add for curveture at junction of sides and bed @ 3 % say : 0.08 cum

Total quantity of concrete / paver length : 2.78 cum

No. of mixes by each mixer / paver length 2.78 / ( 2 x 50 / 270 ) 7.5 mixes

Consider concrete production and laying as parallel activities.

Cycle time of paver with 50 minutes / hour working :

Time required for laying concrete / paver length ( 7.5x 5.5x 60/ 50 ) say : 50.00 minutes

Time required for releasing and moving paver : 3.00 minutes

Time required for cleaning and resetting paver : 5.00 minutes

Total time for 1.85 cum concrete lining : 58.00 minutes

Number of paver cycles per day ( 8 x 60 / 58 ) say : 8 cycles

Daily progress based on cycle time of paver ( 8 x 2.78 ) say : 22.25 cum

Area of lining per use : 18.00 sqm

Area of lining for 12 uses of paver ( 18 x 8 ) : 144.00 sqm

For curing concrete use of curing compound is proposed.

10 percent extra curing compound considered for overlaps and wastage.

Water is required only for concrete mixing and washing. One tanker load ( 8000 ltrs) is adequate

for 2 days work. For 1 day work consider 5 hp pump for 0.25 hour & water tanker for 0.5 hour.

Consider 22.25 cum per day as progress of concreting for rate analysis.








Curing compound @ 0.2 ltr / sqm ( 144 x 0.2 x 1.1 ) : 31.70 ltrs

91



Deploy 300 / 200 ltr diesel concrete mixers 2 Nos. ( 1 on either side of paver ) for 8 hours.

Deploy 1 No. Manual paver for 8 hours for concrete lining.

Deploy 2 Nos. Needle vibraters for 8 hours for compacting concrete.

Deploy 1 Pump 5 hp for 0.25 hour for water requirement at paver site.

Deploy 1 Water tanker 8000 ltr capacity for 0.5 hour for water requirement at paver site.



4. Requirement of work-force ( other than machinery crew ) :

Lining from both sides of canal using 2 mixers :

Mason Cl I : 2 Nos.

Heavy mazdoor:

For batching cement : 4 Nos.

For batching 20-10 mm size CA : 6 Nos.

For batching 10 mm below size CA : 4 Nos.

For batching FA : 6 Nos.

For remixing & filling mortar pans : 4 Nos.

For loading mortar pans : 4 Nos.

For unloading mortar pans and laying : 4 Nos.

For assisting Mason / Fitter, moving paver & spraying curing compound : 2 Nos.

Light mazdoor:

For conveying concrete @ 1 cum / day ( 8 x 50 x 2.78 / 50 ) : 22 Nos.

For cleaning & miscellaneous works : 2 Nos.

Fitter for handling the paver : 1 No.

Heavy mazdoors assisting mason also assist fitter for moving and re-positioning of paver.

5. Use rate of manual paver :

Cost of manual paver `: 244200.00

Add for repairs / replacements / catwalks etc., @ 25% `: 61050.00

Deduct salvage value @ 10 % ( - ) `: -24420.00

Total `: 280830.00

Consider useful life of paver at 150 uses.

Use rate of paver for av. 150 uses `: 280830 / 150 `: 1872.20

Shutter oil 0.05 ltr /sqm for 18 sqm @ `: 35.00 / ltr `: 31.50

Total `: 1903.70

Area of concreting allowing for overlaps / free shutter ( 3 x 3 x 2 ) : 18 sqm

Use rate of Manual Paver for concrete / use / sqm `:`:`:`: 105.76

( Excluding T & P / Profit / Overheads)


A. MATERIALS:

Sl No Unit Amount

in `:

1 Cement for mix kg 6068.00 7.50 45510.00



Coarse aggregate 10 mm below cum 6.11 1160.00 7087.60

3 Fine aggregate cum 10.67 730.00 7789.10

Contd


92

Rate

in `.



Sl No Unit Amount

in `:

Contd

4 Super Plasticizer ltr 18.20 105.00 1911.00


6 Use rate of manual paver sqm 144.00 105.76 15229.60

7 Sundries LS 20.00 44.00 880.00

Total `: 94279.60







B. MACHINERY:

Sl No Unit Amount

in `:

1 Concrete mixer 300 / 200 ltr ( diesel ) Hour 16.00 46.00 736.00






4 Needle vibrator 40 mm dia ( petrol ) Hour 16.00 9.00 144.00


5 Sundries LS 15.00 44.00 660.00

Total `: 3360.75





C. LABOUR:

Sl No Unit Amount

in `:

1 Crew for Concrete mixer Hour 16.00 126.00 2016.00



4 Crew for Vibrator Hour 16.00 90.00 1440.00

5 Mason Class-I Day 2.00 256.73 513.46

6 Maistry Day 1.00 241.23 241.23

7 Fitter Day 1.00 254.73 254.73

8 Heavy mazdoor

for batching materials Day 20.00 238.73 4774.60

for loading mortar pans Day 8.00 238.73 1909.84

for laying and moving paver Day 6.00 238.73 1432.38

Contd

Description

Perticulars

Description

Rate

Quantity Rate

in `.

Quantity

Quantity

in `.

in `.

Rate

93



Sl No Unit Amount

in `:

Contd

9 Light mazdoor

for conveying concrete Day 22.00 237.23 5219.06

for cleaning / washing / curing Day 2.00 237.23 474.46

Total `: 18338.26






ABSTRACT:

A. Cost of Materials inluding royalty charges `: 109364.34



TOTAL `: 137182.45



Rate per cum `:`:`:`: 6227.16





aggregates for side lining of canal including cost of all materials, machinery, labour,cleaning,

batching, mixing, formwork, supports, placing in position, levelling, vibrating, finishing junction

of bed and sides to required curveture, finishing side slopes, curing etc., complete with lead

upto 50 m and all lifts. ( Cement content : 330 kg / cum with use of super plasticiser )

of super plasticiser )

DATA:For concrete lining of small canals locally fabricated manually operated paver can be considered.

By operating the screw jack the side shuttering can be positioned in place.

Consider laying of concrete in panels of 3 m length.

Length of shutter including 0.10 m overlap on previous lining 3.10 m

Assume 1.5 m bed width and 1.2 m depth of flow. Assume 0.30 m free board.


Sloped length of shuttering including 0.20 m free shutter at top and 0.30 m for curved portion and

overlap at bed will be ( 0.20 + 2.70 + 0.30 ) 3.20 m

Area of shutter plate on each side of canal ( 3.1 x 3.2 ) say : 10.00 sqm

As the paver will be released soon after completing concreting upto top level of lining and moved

to next portion to be lined 200 uses can be considered as life of paver.

Further it is assumed that the shuttering of paver will be oiled after every 5 to 6 uses of the paver.

Considering this the quantity of shutter oil is assumed at 0.05 ltr / sqm.




in `.


94


Consider laying concrete on both sides of the canal.

Therefore, deploy 2 concrete mixers ( diesel ) one on either side for lining.











Total : 5.50 min



Daily output of 2 mixers ( one on either side of paver ) ( 2 x 11.00 ) say : 22.00 cum


Concrete lining area per paver length of 3 m : 18 sqm

Quantity of concrete per use of paver ( 18 x 0.15 ) : 2.70 cum

Add for curveture at junction of sides and bed @ 3 % say : 0.08 cum

Total quantity of concrete / paver length : 2.78 cum

No. of mixes by each mixer / paver length 2.78 / ( 2 x 50 / 330 ) 9 mixes

Consider concrete production and laying as parallel activities.

Cycle time of paver with 50 minutes / hour working :

Time required for laying concrete / paver length ( 9x 5.5x 60/ 50 ) say : 59.00 minutes

Time required for releasing and moving paver : 3.00 minutes

Time required for cleaning and resetting paver : 5.00 minutes

Total time for 1.85 cum concrete lining : 67.00 minutes

Number of paver cycles per day ( 8 x 60 / 67 ) say : 7 cycles

Daily progress based on cycle time of paver ( 7 x 2.78 ) say : 19.50 cum

Area of lining per use : 18.00 sqm

Area of lining for 12 uses of paver ( 18 x 7 ) : 126.00 sqm









Coarse aggregate 20-10 mm size range ( 19.5 x 0.75 x 0.65 x 1.02 ) : 9.70 cum




Curing compound @ 0.2 ltr / sqm ( 126 x 0.2 x 1.1 ) : 27.70 ltrs


Deploy 300 / 200 ltr diesel concrete mixers 2 Nos. ( 1 on either side of paver ) for 8 hours.

Deploy 1 No. Manual paver for 8 hours for concrete lining.

Deploy 2 Nos. Needle vibraters for 8 hours for compacting concrete.

Deploy 1 Pump 5 hp for 0.25 hour for water requirement at paver site.

95


Deploy 1 Water tanker 8000 ltr capacity for 0.5 hour for water requirement at paver site.




Lining from both sides of canal using 2 mixers :

Mason Cl I : 2 Nos.

Heavy mazdoor:


For batching 20-10 mm size CA : 6 Nos.

For batching 10 mm below size CA : 4 Nos.





For assisting Mason / Fitter, moving paver & spraying curing compound : 2 Nos.

Light mazdoor:

For conveying concrete @ 1 cum / day ( 8 x 50 x 2.78 / 59 ) say : 20 Nos.

For cleaning & miscellaneous works : 2 Nos.

Fitter for handling the paver : 1 No.

Heavy mazdoors assisting mason also assist fitter for moving and re-positioning of paver.

5. Use rate of manual paver :

Cost of manual paver ( for details refer Item : 32 ) `: 244200.00

Add for repairs / replacements / catwalks etc., @ 25% `: 61050.00

Deduct salvage value @ 10 % ( - ) `: -24420.00

Total `: 280830.00

Consider useful life of paver at 150 uses.

Use rate of paver for av. 150 uses `: 280830 / 150 `: 1872.20

Shutter oil 0.05 ltr /sqm for 18 sqm @ `: 35.00 / ltr `: 31.50

Total `: 1903.70

Area of concreting allowing for overlaps / free shutter ( 3 x 3 x 2 ) : 18 sqm

Uae rate of Manual Paver for concrete / use / sqm `:`:`:`: 105.76

( Excluding T & P / Profit / Overheads)


A. MATERIALS:

Sl No Unit Amount

in `:

1 Cement for mix kg 6500.00 7.50 48750.00







6 Use rate of manual paver sqm 126.00 105.76 13325.90

7 Sundries LS 10.00 44.00 440.00

Total `: 90264.40



Contd

in `.

Perticulars

96

RateQuantity



Sl No Unit Amount

in `:

Contd





B. MACHINERY:

Sl No Unit Amount

in `:









5 Sundries LS 5.00 44.00 220.00

Total `: 2920.75





C. LABOUR:

Sl No Unit Amount

in `:





5 Mason Class-I Day 2.00 256.73 513.46

6 Maistry Day 1.00 241.23 241.23

7 Fitter Day 1.00 254.73 254.73

8 Heavy mazdoor



for laying and moving paver Day 6.00 238.73 1432.38

9 Light mazdoor


for cleaning / washing Day 2.00 237.23 474.46

Total `: 17863.80






Quantity

in `.

Description

Quantity

97

Quantity Rate

in `.

Description Rate

Perticulars Rate

in `.


ABSTRACT:




TOTAL `: 131392.88



Rate per cum `:`:`:`: 6805.48





aggregates for bed lining of canal including cost of all materials, machinery, labour, cleaning,

batching, mixing, formwork, placing in position, levelling, vibrating, finishing, curing etc.,complete

with lead upto 50 m and all lifts. (Cement content : 240 kg / cum with use of super plasticiser)

DATA:For 1 cum CC :- Coarse aggregates : 0.86 cum Blending ratio : 50 :30 : 20







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






Total : 5.50 min






Water is required only for concrete mixing and washing. One tanker load (8000 ltrs) is adequate











Curing compound @ 0.2 ltr / sqm ( 15.2 x 0.2 x 1.1/ 0.15 ) : 22.30 ltrs

98



Deploy 300 / 200 ltr diesel concrete mixer 1 No. for 8 hours.

Deploy 1 No. Needle vibraters for 8 hours for compacting concrete.

Deploy 1 Pump 5 hp for 0.25 hour for water requirement.

Deploy 1 Water tanker 8000 ltr capacity for 0.5 hour for water requirement.


No required for bed lining. Lump-sum provision is considered formwork.


Mason Cl I : 1 No.

Heavy mazdoor:


For batching 40-20 CA : 3 Nos.

For batching 20-10 & 10-4.75 CA : 3 Nos.





For assisting Mason / spraying curing compound : 1 No.

Light mazdoor:

For conveying concrete @ 1 cum / day say : 15 Nos.

For cleaning & miscellaneous works : 1 No.


A. MATERIALS:

Sl No Unit Amount

in `:

1 Cement for mix kg 3685.00 7.50 27637.50



Coarse aggregate 20-10 mm cum 4.20 950.00 3990.00





6 Sundries ( formwork / supports etc ) LS 3.00 44.00 132.00

Total `: 49447.70







B. MACHINERY:

Sl No Unit Amount

in `:



Contd

Description

99

QuantityPerticulars Rate

in `.

in `.

RateQuantity



Sl No Unit Amount

in `:

Contd







Total `: 1508.75





C. LABOUR:

Sl No Unit Amount

in `:





5 Mason Class-I Day 1.00 256.73 256.73

6 Maistry Day 1.00 241.23 241.23

7 Heavy mazdoor



for laying Day 3.00 238.73 716.19

8 Light mazdoor



Total `: 10381.28






ABSTRACT:




TOTAL `: 72649.48



Rate per cum `:`:`:`: 4827.37



Description

in `.

Rate

100

Quantity

in `.

Rate








DATA:For 1 cum CC :- Coarse aggregates : 0.77 cum Blending ratio : 65 :35













Total : 5.50 min



For 20 mm down size coarse aggregate 150 mm thick bed lining is assumed.




















No formwork / scaffolding required for bed lining.


Mason Cl I : 1 No.

101


Heavy mazdoor:


For batching 20-10 mm CA : 3 Nos.

For batching 10-4.75 mm CA : 2 Nos.






Light mazdoor:




A. MATERIALS:

Sl No Unit Amount

in `:

1 Cement for mix kg 3682.00 7.50 27615.00








Total `: 47627.80







B. MACHINERY:

Sl No Unit Amount

in `:









Total `: 1508.75





QuantityDescription

QuantityPerticulars

in `.

in `.

Rate

Rate

102


C. LABOUR:

Sl No Unit Amount

in `:





5 Mason Class-I Day 1.00 256.73 256.73

6 Maistry Day 1.00 241.23 241.23

7 Heavy mazdoor



for laying Day 3.00 238.73 716.19

8 Light mazdoor



Total `: 9905.32






ABSTRACT:




TOTAL `: 69914.89



Rate per cum `:`:`:`: 5230.67








DATA:For 1 cum CC :- Coarse aggregates : 0.845 cum Blending ratio : 50 :30 : 20







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


Quantity

103

in `.

RateDescription






Total : 5.50 min




For curing concrete use of curing compound is proposed with 10 % extra.





















Mason Cl I : 1 No.

Heavy mazdoor:


For batching 40-20 CA : 3 Nos.

For batching 20-10 & 10-4.75 CA : 3 Nos.






Light mazdoor:




A. MATERIALS:

Sl No Unit Amount

in `:

1 Cement for mix kg 3682.00 7.50 27615.00


Contd


104

in `.

Rate



Sl No Unit Amount

in `:

Contd


Coarse aggregate 20-10 mm cum 3.49 950.00 3315.50






Total `: 46543.70







B. MACHINERY:

Sl No Unit Amount

in `:









Total `: 1508.75





C. LABOUR:

Sl No Unit Amount

in `:





5 Mason Class-I Day 1.00 256.73 256.73

6 Maistry Day 1.00 241.23 241.23

7 Heavy mazdoor



for laying Day 3.00 238.73 716.19

Contd

Quantity

Description


Rate

Rate

Quantity

in `.

105

in `.

Rate

Description

in `.



Sl No Unit Amount

in `:

Contd

8 Light mazdoor


for cleaning / washing Day 1.00 237.23 237.23

Total `: 10144.05






ABSTRACT:




TOTAL `: 68970.07



Rate per cum `:`:`:`: 5159.98








DATA:For 1 cum CC :- Coarse aggregates : 0.75 cum Blending ratio : 65 :35













Total : 4.50 min





Rate

106

Quantity

in `.

Description






















Mason Cl I : 1 No.

Heavy mazdoor:


For batching 20-10 mm CA : 3 Nos.

For batching 10-4.75 mm CA : 2 Nos.






Light mazdoor:




A. MATERIALS:

Sl No Unit Amount

in `:

1 Cement for mix kg 4500.00 7.50 33750.00








Total `: 53173.30



Contd

Perticulars Rate

107

Quantity

in `.



Sl No Unit Amount

in `:

Contd





B. MACHINERY:

Sl No Unit Amount

in `:









Total `: 1508.75





C. LABOUR:

Sl No Unit Amount

in `:





5 Mason Class-I Day 1.00 256.73 256.73

6 Maistry Day 1.00 241.23 241.23

7 Heavy mazdoor



for laying Day 3.00 238.73 716.19

8 Light mazdoor



Total `: 9905.32






in `.

Description

QuantityDescription

Perticulars Quantity Rate

in `.

in `.

Rate

Rate

Quantity

108


ABSTRACT:




TOTAL `: 76347.67



Rate per cum `:`:`:`: 5711.94



ITEM: Providing and fixing 50 mm dia and 125 mm long perforated GI pressure relief pipe

with one end closed with perforated GI plate and other end provided with alluminium lid

hinged to pipe including cost of all materials, labour, drilling 8 mm dia holes etc., complete

with all leads and lifts.

DATA:Consider 10 Nos perforated 50 mm dia GI pipes 125 mm long each for rate analysis.


GI pipe 50 mm dia 10 Nos ( 0.125 x 10 ) : 1.25 Rm

GI plate & Alluminium lid ( hinged ) ( 1 x 10 ) : 10 Nos.


No machinery proposed. Lump-sum provision considered for drilling holes in pipes.


Pipe fitter : 0.5 No.

Heavy mazdoor : 0.5 No.


A. MATERIALS:

Sl No Unit Amount

in `:

1 GI pipe 50 mm dia 10 Nos Rm 1.25 280.00 350.00

2 GI plate & Alluminium lid ( hinged ) LS 10.00 44.00 440.00

Total `: 790.00





B. MACHINERY:

Sl No Unit Amount

in `:

1 Drilling 8 mm dia holes LS 2.00 44.00 88.00

0.00 0.00 0.00

Total `: 88.00





Perticulars

in `.

Quantity

in `.

Rate


109


C. LABOUR:

Sl No Unit Amount

in `:

1 Pipe fitter Day 0.50 249.23 124.62


Total `: 243.98






ABSTRACT:




TOTAL `: 1338.09

Add for enabling works @ 1.00% `: 13.38


Rate per Each `:`:`:`: 135.15







DATA:Consider 10 Nos perforated 50 mm dia GI pipes 225 mm long each.










A. MATERIALS:

Sl No Unit Amount

in `:



Total `: 1070.00





QuantityPerticulars


110

in `.

in `.

Rate


B. MACHINERY:

Sl No Unit Amount

in `:


0.00 0.00 0.00

Total `: 176.00





C. LABOUR:

Sl No Unit Amount

in `:

1 Pipe fitter Day 0.50 249.23 124.62


Total `: 243.98






ABSTRACT:




TOTAL `: 1764.97



Rate per Each `:`:`:`: 178.26


















in `.

Rate

in `.

111

Rate



A. MATERIALS:

Sl No Unit Amount

in `:



Total `: 1280.00





B. MACHINERY:

Sl No Unit Amount

in `:


0.00 0.00 0.00

Total `: 308.00





C. LABOUR:

Sl No Unit Amount

in `:

1 Pipe fitter Day 0.50 249.23 124.62


Total `: 243.98






ABSTRACT:




TOTAL `: 2161.69



Rate per Each `:`:`:`: 218.33





Perticulars

Description

Description

112

Rate

in `.

Quantity

Quantity

in `.

in `.

Rate

RateQuantity














A. MATERIALS:

Sl No Unit Amount

in `:



Total `: 1700.00





B. MACHINERY:

Sl No Unit Amount

in `:


0.00 0.00 0.00

Total `: 440.00





C. LABOUR:

Sl No Unit Amount

in `:

1 Pipe fitter Day 0.50 249.23 124.62


Total `: 243.98






Perticulars

Description

Description

Rate

in `.

Rate

in `.

RateQuantity

113

Quantity

in `.

Quantity


ABSTRACT:




TOTAL `: 2802.01



Rate per Each `:`:`:`: 283.00

















A. MATERIALS:

Sl No Unit Amount

in `:

1 GI pipe 50 mm dia Rm 7.50 280.00 2100.00


Total `: 2540.00





B. MACHINERY:

Sl No Unit Amount

in `:


0.00 0.00 0.00

Total `: 660.00





Description

114

in `.

RateQuantityPerticulars

RateQuantity

in `.


C. LABOUR:

Sl No Unit Amount

in `:

1 Pipe fitter Day 0.50 249.23 124.62


Total `: 243.98






ABSTRACT:




TOTAL `: 4031.61



Rate per Each `:`:`:`: 407.19



ITEM: Drilling 1.00 m deep 32 mm dia pressure relief hole below pressure relief pipe for bed /

side lining of canal laid on rock including cost of all materials, machinery, labour etc.,

complete with all leads and lifts.

DATA:Consider 32 mm dia jack hammer dilling .

Rate of drilling assumed per hour : 5.00 Rm

Deploy 1 air compressor 8.5 cmm and 2 jack hammers for drilling.

Rate of progress for 1 m deep holes per hour with 2 jack hammers. : 10 holes

Time required for drilling 10 m ( 10 / ( 2 x 5 ) : 1 hour

Consider drilling 10 holes for rate analysis.


Jack hammer drill rod ( 10 x 1 ) : 10 m drilling


Deploy 8.5 cmm Air compressor ( diesel ) for 1 hour.

Deploy 2 Nos. Jack hammers for 1 hour for drilling.


No work-force required other than machinery crew.


Cost of 1.5 m drill rod @ `: 4395.00 / Each `: 4395.00

Life of drill rod for drilling in hard rock with reconditioning : 150 Rm


Cost of 25 mm dia air hose 50 m @ `: 200.00 / Rm `: 10000.00



115

Rate

in `.


Use rate of air hose per hour ( cost / life ) `: 12.50

Consider 10 holes of 1 m depth for analysis.


A. MATERIALS:

Sl No Unit Amount

in `:

1 Use rate of drill rod 1.5 m long Rm 10.00 29.30 293.00


2 Use rate of air hose 2 Nos. Hour 2.00 12.50 25.00

Total `: 347.30





B. MACHINERY:

Sl No Unit Amount

in `:

1 Air compressor 8.5 cmm diesel Hour 1.00 223.00 223.00


2 Jack hammer 2 Nos. Hour 2.00 16.00 32.00


Total `: 1122.00





C. LABOUR:

Sl No Unit Amount

in `:



Total `: 497.00






ABSTRACT:




TOTAL `: 2329.96



Rate per Each `:`:`:`: 235.33


Description

Perticulars Rate

in `.

Rate

in `.

116

Description

Rate

Quantity

Quantity

Quantity

in `.



ITEM: Providing and forming 350 x 350 x 400 mm deep filter drain consisting of 75 mm thick

10 mm down coarse aggregate layer around pressure relief pipe and 75 mm thick sand

layer around coarse aggregate layer including cost of all materials, labour, excavation of pit

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

DATA:Consider 10 Nos filter drains.


10-4.75 mm filter (10 x 0.2 x 0.2 x 0.4 x 1.02 ) 0.16 cum

Sand filter ( 10 x 0.35 x 0.35 x 0.4 x 1.02 - 0.16 ) 0.34 cum




Mason Cl- II : 0.1 No.



A. MATERIALS:

Sl No Unit Amount

in `:

1 Coarse aggregate 10-4.75 mm cum 0.15 1160.00 174.00


Total `: 389.25







B. MACHINERY:

Sl No Unit Amount

in `:

1 Nil 0.00 0.00 0.00

0.00 0.00 0.00

Total `: 0.00





C. LABOUR:

Sl No Unit Amount

in `:

1 Mason Cl- II Day 0.10 244.23 24.42


Total `: 48.30

Contd

Description

117

Rate

in `.

Quantity

Description

Quantity

Quantity

Perticulars

Rate

in `.

Rate

in `.



Sl No Unit Amount

in `:

Contd






ABSTRACT:




TOTAL `: 514.80



Rate per Each `:`:`:`: 51.99



ITEM: Fixing 25 to 40 mm thick Shahabad / Talikota / other similar stone slabs with pointing in

CM 1:3 proportion by volume for canal / field channel lining including cost of all materials

( except stone slabs ), labour, preparing surface, cutting slabs to required size, batching and

mixing mortar, packing mortar into joints and flush finishing joints neatly, curing etc.,complete

with lead upto 50 m and all lifts.

DATA:Consider 100 sqm slab lining in CM 1:3 proportion for rate analysis.

Quantity of CM 1:3 for pointing @ 0.002 cum / sqm ( 100 x 0.002 ) 0.20 cum

For 1 cum CM 1 : 3 mortar Cement : 460 kg Sand : 0.96 cum

Wastage of materials : 1 % for cement, 2 % for sand.


Shahbad stone slabs ( 100 x 1.02 ) 102 sqm

Cement ( 0.2 x 460 x 1.01 ) 93 kg

Sand ( 0.2 x 0.96 x 1.02 ) 0.20 cum




Maistry 1 No.

Mason Cl- II for preparing stone slabs for laying : 4 Nos.

Mason Cl- I for laying and jointing stone slabs : 4 Nos.

Heavy mazdoor for conveying stone slabs : 4 Nos.

Heavy mazdoor for assisting mason for laying stones : 4 Nos.

Heavy mazdoor for cement mortar mixing & conveying : 1 No.

Cartman with Double bullock cart for conveying water : 1 No.

Light mazdoor for curing : 1 No.

118

in `.

RateQuantityDescription



A. MATERIALS:

Sl No Unit Amount

in `:

1 Shahabad Stone slabs sqm 0.00 270.00 0.00

2 Cement 43 Gr kg 93.00 7.50 697.50

3 Sand ( screened ) cum 0.20 730.00 146.00

Total `: 843.50




Add Royalty charges on slabs @ ( Included in material rate ) `: 0.00

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


B. MACHINERY:

Sl No Unit Amount

in `:

1 NIL 0.00 0.00 0.00

0.00 0.00 0.00

Total `: 0.00





C. LABOUR:

Sl No Unit Amount

in `:

1 Maistry Day 1.00 241.23 241.23

2 Mason Class I Day 4.00 256.73 1026.92

3 Mason Class II Day 4.00 244.23 976.92




Total `: 4909.10






ABSTRACT:




TOTAL `: 7409.38



Rate per sqm `:`:`:`: 74.83


Perticulars

in `.

Description

QuantityDescription

Rate

in `.

Rate

in `.

Quantity

119

RateQuantity



ITEM: Fixing PCC slabs of various sizes in CM 1 : 3 proportion by volume to side slopes of

canal including cost of all materials (excluding PCC slabs ), labour, preparing surface, packing

mortar into joints and flush finishing joints neatly, curing etc., complete with lead upto 50 m

and all lifts.

DATA:Consider 100 sqm slab lining in CM 1:3 proportion for rate analysis.

Consider 450 x 450 x 55 mm size lining slabs for working out mortar quantity.

Quantity of CM 1:3 for pointing @ 0.005 cum / sqm ( 100 x 0.005 ) 0.50 cum


Wastage of materials : 1 % for cement and 2 % for sand.


Cement ( 0.5 x 460 x 1.01 ) 233 kg

Sand ( 0.5 x 0.96 x 1.02 ) 0.50 cum




Maistry 1 No.

Mason Cl- I for laying and jointing PCC slabs : 4 Nos.

Heavy mazdoor for conveying PCC slabs : 4 Nos.

Heavy mazdoor for assisting mason for laying slabs : 3 Nos.



Light mazdoor for curing : 1 No.


A. MATERIALS:

Sl No Unit Amount

in `:

1 Cement 43 Gr kg 233.00 7.50 1747.50


Total `: 2112.50






B. MACHINERY:

Sl No Unit Amount

in `:

1 NIL 0.00 0.00 0.00

0.00 0.00 0.00

Total `: 0.00





Description

in `.

QuantityPerticulars Rate

in `.

RateQuantity

120


C. LABOUR:

Sl No Unit Amount

in `:

1 Maistry Day 1.00 241.23 241.23

2 Mason Class I Day 4.00 256.73 1026.92




Total `: 3693.45






ABSTRACT:




TOTAL `: 7288.92



Rate per sqm `:`:`:`: 73.62



ITEM: Fixing PCC lug slabs of various sizes in CM 1 : 3 proportion by volume for supporting

PCC slab lining including cost of all materials ( excluding PCC lug slabs ), labour, necessary

excavation, refilling, batching and mixing mortar, packing mortar into joints and flush finishing

joints neatly, curing etc., complete with lead upto 50 m and all lifts.

DATA:Consider 100 Rm lug slab fixing in CM 1:3 proportion.

Consider 450 x 150 x 30 mm size lug slabs for working out mortar quantity.

Quantity of CM 1:3 for pointing @ 0.0013 cum / Rm ( 100 x 0.0013 ) 0.13 cum


Wastage of materials : 1 % for cement and 2 % for sand.


Cement ( 0.13 x 460 x 1.01 ) 60 kg

Sand ( 0.13 x 0.96 x 1.02 ) 0.13 cum




Maistry : 1 No.

Mason Cl- I for fixing and jointing PCC lug slabs : 1 No.

Mason Cl- II for assisting Mason Cl- I : 2 No.

Heavy mazdoor for conveying PCC lug slabs : 1 No.


in `.

Rate

121


Heavy mazdoor for assisting mason for fixing PCC lug slabs : 2 Nos.



Curing Light mazdoor : 1 No.

RATE ANALYSIS UNIT : 100.00 Rm

A. MATERIALS:

Sl No Unit Amount

in `:

1 Cement 43 Gr kg 60.00 7.50 450.00


Total `: 544.90






B. MACHINERY:

Sl No Unit Amount

in `:

1 NIL 0.00 0.00 0.00

0.00 0.00 0.00

Total `: 0.00





C. LABOUR:

Sl No Unit Amount

in `:

1 Maistry Day 1.00 241.23 241.23

2 Mason Class I Day 1.00 256.73 256.73





Total `: 2456.80






ABSTRACT:




TOTAL `: 3850.49

122

RateQuantity

in `.

Description

Description

Rate

Rate

in `.

Perticulars

in `.

Quantity

Quantity



Total cost for 100.00 Rm `: 3889.00

Rate per Rm `:`:`:`: 38.89

Rate approved per Rm `:`:`:`: 39.00


ITEM: Fixing 300 mm height pre-cast drop for field channel as directed including excavation and

bachfilling to the extent necessary etc., complete with all leads and lifts.

DATA:It is assumed that pre-cast drops will be supplied by the department at all drop locations.

1 Mason CL- II & 1 heavy mazdoor assumed for fixing 7 drops per day.

Consider fixing 7 pre-cast drops for rate analysis.


Only labour charges involved for this item.




Maistry : 1 No.

Mason Cl- II : 1 No.

Heavy mazdoor : 1 No.

RATE ANALYSIS UNIT : 7.00 Nos

A. MATERIALS:

Sl No Unit Amount

in `:

1 Nil 0.00 0.00 0.00

0.00 0.00 0.00

Total `: 0.00





B. MACHINERY:

Sl No Unit Amount

in `:

1 Nil 0.00 0.00 0.00

0.00 0.00 0.00

Total `: 0.00





C. LABOUR:

Sl No Unit Amount

in `:

1 Maistry Day 1.00 241.23 241.23

Contd

Quantity

Description


in `.

Rate

Rate

123

Quantity

Description Rate

in `.

in `.



Sl No Unit Amount

in `:

Contd

2 Mason Cl- II Day 1.00 244.23 244.23


Total `: 724.19






ABSTRACT:




TOTAL `: 948.69



Rate per Each `:`:`:`: 136.88



ITEM: Providing and fixing LDPE sheet for bed and sides of canal including cost of all materials,

labour, laying, joining as per specifications etc., complete with all leads and lifts.

48.a. Using 500 micron thick LDPE sheet.

DATA:Consider 250 sqm LDPE sheet 500 micron thick laying per day.

Consider 10 percent extra sheet for joints & wastage.

Hot bitumen Grade 85 / 25 and 80 / 100 in the ratio of 2 : 1 considered for joining sheets.

Consider 1 heavy mazdoor for assisting in laying work by supplier.

FSL

Concrete / Slab lining

CANAL

LDPE sheet

75 mm thick sand backing

( optional )

FSL

Concrete / Slab lining

CANAL

LDPE sheet

CNS lining ( optional )

TYPICAL SKETCH SHOWING LDPE SHEET FOR CANAL LINING

Description

in `.

RateQuantity

124


Consider 250 sqm LDPE sheet laying and jointing for rate analysis.


LDPE sheet 500 micron thick ( 250 x 1.1 ) : 275 sqm

Bitumen 85/25 & 80/100 Gr @ 0.015 kg / sqm ( 250 x 0.015 x1.05 ) : 4 kg




Laying and joining by supplier @ 10 % of sheet cost

Heavy mazdoor to assist supplier,s workforce : 1 No.


A. MATERIALS:

Sl No Unit Amount

in `:

1 LDPE sheet 500 micron thick sqm 275.00 110.00 30250.00

2 Bitumen 85 / 25 and 80 / 100 Gr kg 4.00 52.00 208.00

Total `: 30458.00





B. MACHINERY:

Sl No Unit Amount

in `:

1 Nil 0.00 0.00 0.00

0.00 0.00 0.00

Total `: 0.00





C. LABOUR:

Sl No Unit Amount

in `:

1 Joining & laying @ 10 % of sheet cost sqm 250.00 11.00 2750.00


Total `: 2988.73






ABSTRACT:




TOTAL `: 39246.52

Perticulars


in `.

Description

Rate

Rate

in `.

Rate

in `.

Quantity

125

Quantity




Rate per sqm `:`:`:`: 158.56


Note : 1. If the surface on which the LDPE sheet is to be laid is too rough and undulating provide

average 75 mm thick unscreened sand backing to LDPE sheet.

2. For providing average 75 mm thick sand backing :

DATA:Quantity of sand ( unscreened ) ( 250 x 0.075 x 1.02 ) : 19.20 cum

1 heavy and 1 light mazdoor for laying 6 cum per day.


A. MATERIALS:

Sl No Unit Amount

in `:

1 Sand ( unscreened ) with 2 % wastage cum 19.20 615.00 11808.00

0.00 0.00 0.00

Total `: 11808.00






B. MACHINERY:

Sl No Unit Amount

in `:

1 Nil 0.00 0.00 0.00

0.00 0.00 0.00

Total `: 0.00





C. LABOUR:

Sl No Unit Amount

in `:



Total `: 1427.88






in `.

Quantity Rate

Rate

in `.

in `.

Description

RateQuantity

126

Description

Quantity

Perticulars


ABSTRACT:




TOTAL `: 15567.80



Rate per sqm `:`:`:`: 63.00



labour, laying, joining as per specifications etc., complete with all leads and lifts.

48.b. Using 750 micron thick LDPE sheet.















A. MATERIALS:

Sl No Unit Amount

in `:


2 Bitumen 85 / 25 and 80 / 100 Gr kg 4.00 52.00 208.00

Total `: 49708.00





B. MACHINERY:

Sl No Unit Amount

in `:

1 Nil 0.00 0.00 0.00

0.00 0.00 0.00

Total `: 0.00


Contd

in `.

Rate

Description

Perticulars

in `.

127

Rate

Quantity

Quantity



Sl No Unit Amount

in `:

Contd




C. LABOUR:

Sl No Unit Amount

in `:



Total `: 4738.73






ABSTRACT:




TOTAL `: 63869.02



Rate per sqm `:`:`:`: 258.03




2. For providing average 75 mm thick sand backing add per sqm `: 63.00



labour, laying, joining etc., complete with all leads and lifts.

48.c. Using 1000 micron thick LDPE sheet.









in `.

Rate

Quantity

Description

Rate

in `.

Description

128

Quantity








A. MATERIALS:

Sl No Unit Amount

in `:


2 Bitumen 85 / 25 and 80 / 100 Gr kg 4.00 52.00 208.00

Total `: 59333.00





B. MACHINERY:

Sl No Unit Amount

in `:

1 Nil 0.00 0.00 0.00

0.00 0.00 0.00

Total `: 0.00





C. LABOUR:

Sl No Unit Amount

in `:



Total `: 5613.73






ABSTRACT:




TOTAL `: 76180.27



Rate per sqm `:`:`:`: 307.77


Description

Rate

Description

Perticulars

Rate

Quantity

Quantity

129

in `.

Quantity

in `.

in `.

Rate




2. For providing average 75 mm thick sand backing add per sqm `: 63.00


ITEM: Providing and fixing 20 mm thick 100 mm depth tarfelt expansion joint filler board for

cement concrete lining of canal including cost of all materials, labour etc., complete with all

leads and lifts.

DATA:Consider 100 m length of expansion joint.


Tarfelt joint filler board with 2 % wastage ( 100 x 0.10 x 1.02 ) : 10.20 sqm




Carpenter Cl- II : 1 No.

Heavy mazdoor to assist carpenter : 1 No.


A. MATERIALS:

Sl No Unit Amount

in `:

1 Tarfelt joint filler board 20 mm thick sqm 10.20 650.00 6630.00

0.00 0.00 0.00

Total `: 6630.00





B. MACHINERY:

Sl No Unit Amount

in `:

1 Nil 0.00 0.00 0.00

0.00 0.00 0.00

Total `: 0.00





C. LABOUR:

Sl No Unit Amount

in `:

1 Carpenter Cl- II Day 1.00 244.23 244.23


Total `: 482.96

Contd

Rate

Rate

Perticulars

in `.

Quantity

Quantity

Rate

in `.

Description

130

Description

in `.

Quantity



Sl No Unit Amount

in `:

Contd






ABSTRACT:




TOTAL `: 8323.48


Total cost for 100.00 Rm `: 8406.71

Rate per Rm `:`:`:`: 84.07



ITEM: Providing and fixing 20 mm thick 150 mm depth tarfelt expansion joint filler board for

cement concrete lining of canal including cost of all materials, labour etc., complete with all

leads and lifts.

DATA:Consider 100 m length of expansion joint.


Tarfelt joint filler board with 2 % wastage ( 100 x 0.15 x 1.02 ) : 15.30 sqm




Carpenter Cl- II : 1 No.

Heavy mazdoor to assist carpenter : 1 No.


A. MATERIALS:

Sl No Unit Amount

in `:

1 Tarfelt joint filler board 20 mm thick sqm 15.30 650.00 9945.00

0.00 0.00 0.00

Total `: 9945.00





in `.

in `.

Quantity

RateDescription

Rate

Quantity

131

Perticulars


B. MACHINERY:

Sl No Unit Amount

in `:

1 Nil 0.00 0.00 0.00

0.00 0.00 0.00

Total `: 0.00





C. LABOUR:

Sl No Unit Amount

in `:

1 Carpenter Cl- II Day 1.00 244.23 244.23


Total `: 482.96






ABSTRACT:




TOTAL `: 12168.88


Total cost for 100.00 Rm `: 12290.57

Rate per Rm `:`:`:`: 122.91



ITEM: Manucturing 550 x 550 x 55 mm size PCC lining slabs in M-15 (28 days cube compressive

strength not less than 15 N /sqmm ) grade cement concrete using 20 mm down approved,

clean, hard, graded aggregates including cost of all materials, machinery, labour, formwork,

batching, mixing, laying, compacting, finishing, curing etc.,complete with lead upto 50 m and

all lifts. ( Cement content : 270 kg / cum with use of super plasticiser )

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



Quantity of concrete for each slab ( 0.55 x 0.55 x 0.055 ) : 0.0167 cum

Number of slabs per cum of concrete : 60 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.

Description

RateDescription

in `.

Quantity

Quantity

Rate

132

in `.


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

For lug slabs : 10 percent

Quantity of concrete for 225 lining slabs : 3.75 cum

Consider 3.75 cum concrete for 225 lining slabs for rate analysis.



Cement for incidental works @ 1 kg / slab ( 225 x 1 ) : 225 kg




Super plasticiser ( 3.75 x 0.80 x 1.02 ) : 3.00 ltr


For 225 lining slabs and 25 lug slabs :

Deploy 300 / 200 ltr capacity concrete mixer for 8 hours.

1 tanker load of water is considered adequate for 1 week slab production and curing work.

Consider 1 water tanker 8000 ltr for 1 hour & 1 pump 5 hp for 0.5 hour per week.

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.


No formwork / scaffolding required. Use rate of mould considered.



Maistry : 1 No.

Mason Cl-I : 2 Nos.

Heavy mazdoor for batching materials / laying CC : 3 Nos.

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

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

Heavy mazdoor for stacking after curing : 1 No.

Light mazdoor for cleaning & miscellaneous : 1 No.


Consider steel moulds made of 40x40x4 mm angles

Quantity of steel per mould ( 0.55 x 4 x 2.4 x 1.025 ) say : 5.50 kg

Cost of steel angles @ `: 49.14 / kg `: 270.24

Cost of fabrication @ `: 16.00 / kg `: 88.00

Total `: 358.24

Less salvage value @ 15% ( - ) `: -53.74

Total `: 304.51

Number of uses ( considering moulds are released early ) say : 500 uses

Cost per use considering 500 uses ( 304.51 / 500 ) `: 0.61

Add for bolts & nuts / clamps etc. @ 15% `: 0.09

Add for shutter oil 0.1 ltr @ `: 35.00 / ltr `: 3.50

Total cost / use `: 4.20


A. MATERIALS:

Sl No Unit Amount

in `:

1 Cement for mix kg 1023.00 7.50 7672.50

Cement for incidentals @ 1 kg / slab kg 225.00 7.50 1687.50

Contd

133

Perticulars

in `.

RateQuantity



Sl No Unit Amount

in `:

Contd





5 Use rate of moulds for 500 uses No. 225.00 4.20 945.08

Total `: 14979.08







B. MACHINERY:

Sl No Unit Amount

in `:







Total `: 1102.70





Aportioned hire charges of machinery @ 90 % for lining slabs : `: 1112.53

C. LABOUR:

Sl No Unit Amount

in `:




4 Mason Class-I Day 2.00 256.73 513.46

5 Maistry Day 1.00 241.23 241.23

6 Heavy mazdoor

for batching materials / laying CC Day 3.00 238.73 716.19

for demoulding / oiling / laying Day 2.00 238.73 477.46

for shifting slabs to curing pond Day 1.00 238.73 238.73

for stacking after curing Day 1.00 238.73 238.73

7 Light mazdoor

for cleaning & miscellaneous Day 1.00 237.23 237.23

Total `: 3696.03

Contd

Perticulars Rate

Quantity

Quantity

Description

in `.

Description Rate

Quantity

Rate

in `.

134

in `.



Sl No Unit Amount

in `:

Contd






Aportioned cost of labour @ 90 % for lining slabs : `: 4357.62

ABSTRACT:




TOTAL `: 22845.88



Rate per Each `:`:`:`: 102.55



ITEM: Manucturing 550 x 300 x 55 mm size PCC lug slabs in M-15 ( 28 days cube compressive





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











Quantity of concrete for 25 lug slabs : 0.225 cum

Consider 0.225 cum concrete for 25 lug slabs for rate analysis.


Cement for mix with 1 % wastage ( 0.225 x 270 x 1.01 ) : 61.5 kg

Cement for incidental works @ 0.5 kg / slab ( 25 x 0.5 ) : 12.5 kg





Description

135

in `.

Quantity Rate



For 225 lining slabs and 25 lug slabs : ( same as in Item : 67 )

Deploy 300 / 200 ltr capacity concrete mixer for 8 hours.







Maistry : 1 No.

Mason Cl-I : 2 Nos.







Consider steel moulds made of 40 x 40 x 4 mm angles

Quantity of steel per mould (0.55x2+0.30x2) x 2.4x1.025 say : 4.25 kg



Total `: 276.82


Total `: 235.30

Number of uses ( considering moulds are released early )


Add for bolts & nuts / clamps @ 15% `: 0.07




A. MATERIALS:

Sl No Unit Amount

in `:

1 Cement for mix kg 61.50 7.50 461.25

Cement for incidentals @ 0.5 kg / slab kg 12.50 7.50 93.75






Total `: 898.63








136

in `.


B. MACHINERY:

Sl No Unit Amount

in `:







Total `: 1102.70





Aportioned hire charges of machinery @ 10 % for lug slabs : `: 123.61

C. LABOUR:

Sl No Unit Amount

in `:




4 Mason Class-I Day 2.00 256.73 513.46

5 Maistry Day 1.00 241.23 241.23

6 Heavy mazdoor

for batching materials / laying CC Day 3.00 238.73 716.19

for demoulding / oiling / laying Day 2.00 238.73 477.46



7 Light mazdoor


Total `: 3696.03






Aportioned cost of labour @ 10 % for lug slabs : `: 484.18

ABSTRACT:




TOTAL `: 1650.20



Rate per Each `:`:`:`: 66.67



QuantityDescription

137

Rate

Rate

in `.

in `.








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

Cement content : 360 kg Super plasticizer : 1.00 ltr















Coarse aggregate 10-4.75 mm size ( 0.9 x 0.68 x 1.02 ) : 0.62 cum





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







Maistry : 1 No.

Mason Cl-I : 2 Nos.








Quantity of steel per mould ( 0.45 x 2 + 0.3 x 2 ) x 1.8 x 1.025 say : 2.80 kg



Total `: 182.38

138



Total `: 155.02







A. MATERIALS:

Sl No Unit Amount

in `:

1 Cement for mix kg 327.00 7.50 2452.50


2 Coarse aggregate 10 mm below cum 0.62 1160.00 719.20




Total `: 4797.17







B. MACHINERY:

Sl No Unit Amount

in `:

1 Hand mixer 45 / 30 ltr Hour 8.00 11.00 88.00






Total `: 262.70





Aportioned hire charges of machinery @ 90 % for lining slab : `: 260.77

C. LABOUR:

Sl No Unit Amount

in `:



3 Mason Class-I Day 2.00 256.73 513.46

4 Maistry Day 1.00 241.23 241.23

Contd


Description

Perticulars Rate

in `.

in `.

in `.

RateQuantity

139

Quantity

Rate



Sl No Unit Amount

in `:

Contd

5 Heavy mazdoor

for batching / mixing / laying Day 2.00 238.73 477.46

for demoulding / cleaning / oiling Day 2.00 238.73 477.46



6 Light mazdoor


Total `: 2449.30







ABSTRACT:




TOTAL `: 8713.21



Rate per Each `:`:`:`: 39.11





















Description RateQuantity

in `.

140









For 225 lining slabs and 25 lug slabs : ( same as in Item :69 )








Maistry : 1 No.

Mason Cl-I : 2 Nos.







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




Total `: 146.55


Total `: 124.57







A. MATERIALS:

Sl No Unit Amount

in `:

1 Cement for mix kg 18.20 7.50 136.50






Total `: 277.86

Contd


in `.

Rate

141



Sl No Unit Amount

in `:

Contd







B. MACHINERY:

Sl No Unit Amount

in `:







Total `: 262.70






C. LABOUR:

Sl No Unit Amount

in `:



3 Mason Class-I Day 2.00 256.73 513.46

4 Maistry Day 1.00 241.23 241.23

5 Heavy mazdoor





6 Light mazdoor


Total `: 2449.30






Aportioned cost of labour @ 10 % for lug slabs : `: 320.86

Description


Rate

in `.

in `.

RateQuantity

Rate

in `.

142



ABSTRACT:




TOTAL `: 672.15



Rate per Each `:`:`:`: 27.15




































Maistry : 1 No.

Mason Cl-I : 2 Nos.



143






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 `: 195.41


Total `: 166.09







A. MATERIALS:

Sl No Unit Amount

in `:

1 Cement for mix kg 393.00 7.50 2947.50






Total `: 5528.10







B. MACHINERY:

Sl No Unit Amount

in `:







Total `: 262.70





Aportioned hire charges of machinery @ 90 % for lining slab : `: 260.77

QuantityDescription


in `.

144

in `.

Rate


C. LABOUR:

Sl No Unit Amount

in `:



3 Mason Class-I Day 2.00 256.73 513.46

4 Maistry Day 1.00 241.23 241.23

5 Heavy mazdoor





6 Light mazdoor


Total `: 2449.30







ABSTRACT:




TOTAL `: 9561.09



Rate per Each `:`:`:`: 42.92

















145

Rate

in `.






















Maistry : 1 No.

Mason Cl-I : 2 Nos.











Total `: 130.27


Total `: 110.73







A. MATERIALS:

Sl No Unit Amount

in `:

1 Cement for mix kg 16.40 7.50 123.00





Contd

146


in `.



Sl No Unit Amount

in `:

Contd


Total `: 258.93







B. MACHINERY:

Sl No Unit Amount

in `:







Total `: 262.70


Add for Contractor's Profit on DPOL/ Energy @ 10% `: 11.28




C. LABOUR:

Sl No Unit Amount

in `:



3 Mason Class-I Day 2.00 256.73 513.46

4 Maistry Day 1.00 241.23 241.23

5 Heavy mazdoor





6 Light mazdoor


Total `: 2449.30






`: 320.86


Rate

Rate

Quantity

Aportioned cost of labour @ 10 % for lug slabs :

Description

Description

in `.

147

in `.

in `.

Quantity

Rate


ABSTRACT:




TOTAL `: 650.19



Rate per Each `:`:`:`: 26.27



ITEM: Providing and constructing uncoursed rubble stone masonry in CM 1: 5 proportion by volume

for canal side lining using stones and stone chips from approved quarry including cost of

all materials, machinery,labour, batching and mixing mortar, packing mortar into joints, wedging

stone chips, forming weep holes at specified intervals, finishing, curing etc., complete with 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.

Through stones assumed at 1 per sqm.

Cement mortar content assumed at 40 percent.

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

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

Area of masonry for 10 cum ( 10 / 0.3 ) 33.3 sqm

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


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.


148



A. MATERIALS:

Sl No Unit Amount

in `:

1 Cement 43 Gr kg 1152.00 7.50 8640.00


3 Uncoursed rubble stones at quarry cum 9.90 400.00 3960.00

4 Through stones 200 x 200 x 300 mm Nos 34.00 16.00 544.00

5 Stone chips at quarry cum 1.55 500.00 775.00

Total `: 16912.00







B. MACHINERY:

Sl No Unit Amount

in `:



2 Water tanker ( 8000 ltr ) Hour 1.00 306.00 306.00


Total `: 633.50





C. LABOUR:

Sl No Unit Amount

in `:



3 Maistry Day 1.00 241.23 241.23

4 Mason Class I Day 2.00 256.73 513.46




Total `: 3271.99






149

Perticulars

Description

Description

in `.

in `.

Rate

in `.

Rate

Quantity

Quantity

Rate

Quantity


ABSTRACT:




TOTAL `: 24608.14



Rate per cum `:`:`:`: 2485.42



ITEM: Providing and constructing uncoursed rubble stone masonry in CM 1: 5 proportion by volume

for canal side lining using stones and stone chips from canal excavation including cost of

all materials, machinery,labour, batching and mixing mortar, packing mortar into joints, wedging

stone chips, forming weep holes at specified intervals, finishing, curing etc., complete with lead


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

thickness of UCR masonry lining assumed at 30 cm.

Through stones assumed at 1 per sqm.




Area of masonry for 10 cum ( 10 / 0.3 ) 33.3 sqm

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


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.


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

Conveying mortar Light mazdoor : 2 Nos.

Packing mortar Heavy mazdoor : 1 No.


150



A. MATERIALS:

Sl No Unit Amount

in `:

1 Cement 43 Gr kg 1152.00 7.50 8640.00


3 Uncoursed rubble at dump yard cum 9.90 320.00 3168.00

4 Through stones 200 x 200 x 300 mm Nos 34.00 16.00 544.00

5 Stone chips at dump yard cum 1.55 385.00 596.75

Total `: 15941.75







B. MACHINERY:

Sl No Unit Amount

in `:





Total `: 633.50





C. LABOUR:

Sl No Unit Amount

in `:



3 Maistry Day 1.00 241.23 241.23

4 Mason Class I Day 2.00 256.73 513.46


6 Crowbarman Day 1.00 239.73 239.73



Total `: 3750.45






ABSTRACT:


Description

Description

QuantityPerticulars

Quantity

Rate

in `.

Rate

151

in `.

Quantity

in `.

Rate




TOTAL `: 24109.43



Rate per cum `:`:`:`: 2435.05


Note : Stones / stone chips will be issued in dump area at specified issue rate.


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

sqm using stones and stone chips from approved source including cost of all materials, labour,

hand packing / wedging stone chips, finishing etc.,complete with 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




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.


A. MATERIALS:

Sl No Unit Amount

in `:


2 Pin header ( Through stone ) 300 mm Nos 200.00 16.00 3200.00


Total `: 14680.00






B. MACHINERY:

Sl No Unit Amount

in `:

1 Nil 0.00 0.00 0.00

0.00 0.00 0.00

Total `: 0.00

Contd

Quantity

Description

Perticulars

Rate

in `.

Rate

in `.

Quantity

152



Sl No Unit Amount

in `:

Contd





C. LABOUR:

Sl No Unit Amount

in `:

1 Maistry Day 1.00 241.23 241.23




Total `: 1921.84






ABSTRACT:




TOTAL `: 19546.41



Rate per sqm `:`:`:`: 197.42


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 `:

1 Murum cum 18.00 140.00 2520.00

0.00 0.00 0.00

Total `: 2520.00



Contd

Description

QuantityPerticulars

QuantityDescription

Rate

in `.

153

Rate

in `.

in `.

Rate

Quantity



Sl No Unit Amount

in `:

Contd


Add Royalty charges on murum @ ( Included in material rate ) `: 0.00


B. MACHINERY:

Sl No Unit Amount

in `:

1 Nil 0.00 0.00 0.00

0.00 0.00 0.00

Total `: 0.00





C. LABOUR:

Sl No Unit Amount

in `:



Total `: 951.92






ABSTRACT:




TOTAL `: 4170.22



Add per sqm `:`:`:`: 42.00






Wastage of materials : stones & chips : 2 %



QuantityDescription

154

Perticulars

Description

Rate

in `.

Rate

in `.

Quantity

in `.

Rate

Quantity







Maistry : 1 No.


Heavy mazdoor for assisting mason : 5 Nos.



A. MATERIALS:

Sl No Unit Amount

in `:




Total `: 16495.00






B. MACHINERY:

Sl No Unit Amount

in `:

1 Nil 0.00 0.00 0.00

0.00 0.00 0.00

Total `: 0.00





C. LABOUR:

Sl No Unit Amount

in `:

1 Maistry Day 1.00 241.23 241.23




Total `: 2160.57






Description

Description

Perticulars

in `.

Rate

Rate

in `.

Rate

in `.

Quantity

155

Quantity

Quantity


ABSTRACT:




TOTAL `: 21964.55



Rate per sqm `:`:`:`: 221.84


NOTE:If 150 mm thick murum bed is to be provided below pitching add `:`:`:`: 42.00

( As per rate analysis under item 59- Note )






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.


A. MATERIALS:

Sl No Unit Amount

in `:




Total `: 23160.00






Perticulars

in `.

Rate

156

Quantity


B. MACHINERY:

Sl No Unit Amount

in `:

1 Nil 0.00 0.00 0.00

0.00 0.00 0.00

Total `: 0.00





C. LABOUR:

Sl No Unit Amount

in `:

1 Maistry Day 1.00 241.23 241.23




Total `: 3241.61






ABSTRACT:




TOTAL `: 31112.10



Rate per sqm `:`:`:`: 314.23



( As per rate analysis under item 59 - Note )


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

by volume with pin headers at 2 per sqm in including cost of all materials from approved source,

labour, packing stone chips and mortar into joints, finishing, curing etc., complete with lead


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


Description

Description

in `.

Rate

Rate

in `.

Quantity

157

Quantity






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 `:



3 Stone chips @ 15 % at quarry cum 4.60 500.00 2300.00

4 Cement kg 3023.00 7.50 22672.50


Total `: 46983.50







B. MACHINERY:

Sl No Unit Amount

in `:





Total `: 633.50






158

Quantity

in `.

in `.

Rate

Rate

Perticulars


C. LABOUR:

Sl No Unit Amount

in `:



3 Maistry Day 1.00 241.23 241.23




Total `: 4766.37






ABSTRACT:




TOTAL `: 61448.71



Rate per sqm `:`:`:`: 620.63





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 using stones and stone chips from approved source

including cost of all materials, labour, hand packing / wedging stone chips into joints finishing


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

Average 14.2 size stones considered per sqm pitching area.


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





3. Requirement of labour :





159

in `.




A. MATERIALS:

Sl No Unit Amount

in `:

1 Size stones 200-250 mm height Nos 1304.00 11.00 14344.00


3 Stone chips cum 4.60 500.00 2300.00

Total `: 19844.00






B. MACHINERY:

Sl No Unit Amount

in `:

1 Nil 0.00 0.00 0.00

0.00 0.00 0.00

Total `: 0.00





C. LABOUR:

Sl No Unit Amount

in `:

1 Maistry Day 1.00 241.23 241.23




Total `: 2159.07






ABSTRACT:




TOTAL `: 25847.42



Rate per sqm `:`:`:`: 261.06


Description

Description

Perticulars Rate

in `.

in `.

in `.

Rate

RateQuantity

160

Quantity

Quantity


NOTE:If 150 mm thick murum bed is to be provided below pitching add `: 42.00



ITEM: Providing and constructing 450 mm thick dry size stone pitching using 200 to 250 mm size

stones with pin headers at 2 per sqm using stones and stone chips from approved source

including cost of all materials, labour, hand packing / wedging stone chips into joints finishing


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

Average 11.5 size stones considered per sqm pitching area.








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 `:


2 Pin headers 450 mm Nos 200.00 22.00 4400.00

3 Stone chips cum 6.90 500.00 3450.00

Total `: 23690.00






B. MACHINERY:

Sl No Unit Amount

in `:

1 Nil 0.00 0.00 0.00

0.00 0.00 0.00

Total `: 0.00





Description

in `:

161

Perticulars Rate

Rate

in `:

Quantity

Quantity


C. LABOUR:

Sl No Unit Amount

in `:

1 Maistry Day 1.00 241.23 241.23




Total `: 3241.61






ABSTRACT:




TOTAL `: 31726.90



Rate per sqm `:`:`:`: 320.44





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 by volume with pointing joints

in CM 1:3 proportion by volume including cost of all materials from approved source, labour,

packing stone chips and mortar into joints, finishing, curing etc.complete with lead 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


Cement with 1 % wastage ( 9 x 285 x 1.01 ) : 2591 kg

Sand with 2 % wastage ( 9 x 1 x 1.02 ) : 9.20 cum

Cement mortar 1 : 3 propotion for pointing : 0.70 cum


Cement with 1 % wastage ( 0.7 x 460 x 1.01 ) : 325 kg

Sand with 2 % wastage ( 0.7 x 0.96 x 1.02 ) : 0.70 cum

Description Rate

162

in `:

Quantity






Maistry 1 No.

Laying pitching Mason Cl II @ 25 sqm / day : 4 Nos

Cement mortar pointing Mason Cl-II 1 No.

Assisting mason Heavy mazdoor : 5 Nos.

Preparing CM 1 : 5 & 1:3 Heavy mazdoor : 2 Nos


Conveying CM Light mazdoor : 4 Nos



A. MATERIALS:

Sl No Unit Amount

in `:


2 Pin headers 300 mm long Nos 200.00 16.00 3200.00


4 Cement with 1 % wastage kg 2916.00 7.50 21870.00

5 Sand with 2 % wastage ( screened ) cum 9.90 730.00 7227.00

Total `: 48237.00




Add Royalty charges for Stones @ ( Included in material rate ) `: 0.00

Add Royalty charges for Sand @ ( Included in material rate ) `: 0.00


B. MACHINERY:

Sl No Unit Amount

in `:

1 5 hp diesel pump Hour 0.50 7.00 3.50




Total `: 633.50





C. LABOUR:

Sl No Unit Amount

in `:



3 Maistry Day 1.00 241.23 241.23

Contd

Description

Description

Perticulars

Quantity

Quantity

in `:

Rate

in `:

Rate

in `:

163

Rate

Quantity



Sl No Unit Amount

in `:

Contd




Total `: 4681.87






ABSTRACT:




TOTAL `: 62792.08



Rate per sqm `:`:`:`: 634.20





ITEM: Providing and constructing 450 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 by volume with pointing joints

in CM 1:3 proportion by volume including cost of all materials from approved source, labour,

packing stone chips and mortar into joints, finishing, curing etc.complete with lead upto 50 m

and all lifts.

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

Average 11 size stones considered per sqm pitching area allowing 20 mortar joints.


Size stones 250-300 mm height ( 100 x 11 x 0.9 x 1.02 ) : 1010 Nos.

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


Cement mortar 1 : 5 propotion @ 30 % : 13.50 cum



Sand with 2 % wastage ( 13.5 x 1 x 10.2 ) : 13.80 cum

Cement mortar 1 : 3 propotion for pointing : 0.40 cum



Sand with 2 % wastage ( 0.4 x 0.96 x 1.02 ) : 0.40 cum

Description Rate

164

in `:

Quantity






Maistry 1 No.

Laying pitching Mason Cl II @ 15 sqm / day : 6 Nos

Cement mortar pointing Mason Cl-II 1 No.

Assisting mason Heavy mazdoor : 7 Nos.

Preparing CM 1 : 5 & CM 1:3 Heavy mazdoor : 3 Nos

Conveying stones chips Light mazdoor : 2 Nos

Conveying CM Light mazdoor : 4 Nos



A. MATERIALS:

Sl No Unit Amount

in `:


2 Pin headers 450 mm Nos 200.00 22.00 4400.00


4 Cement with 1 % wastage kg 4072.00 7.50 30540.00

5 Sand with 2 % wastage ( screened ) cum 14.20 730.00 10366.00

Total `: 63906.00




Add Royalty charges for Stones @ ( Included in material rate ) `: 0.00

Add Royalty charges for Sand @ ( Included in material rate ) `: 0.00


B. MACHINERY:

Sl No Unit Amount

in `:

1 5 hp diesel pump Hour 0.50 7.00 3.50




Total `: 633.50





C. LABOUR:

Sl No Unit Amount

in `:



3 Maistry Day 1.00 241.23 241.23

Contd

Description

Perticulars

in `:

Rate

in `:

165

Quantity

Rate

in `:

RateQuantity

Quantity

Description



Sl No Unit Amount

in `:

Contd




Total `: 6123.75






ABSTRACT:




TOTAL `: 82856.98



Rate per sqm `:`:`:`: 836.86





ITEM: Providing and laying 100 mm thick approved type grass turfing to side slopes of canal icluding

cost of all materials, labour, spraying watering for minimum 15 days etc.,complete with lead

50 m and all lifts.

DATA:Consider 100 sqm grass turfing area for rate analysis.


Turfing sods : 100 sqm

Sand with 2 % wastage : 2 cum




Preparation of surface and spreading sand:

Heavy mazdoors : 1 No.

Removing and loading sods:

Cartman with double bullock cart : 2 Nos.

Heavy mazdoors : 4 Nos.

Light mazdoors : : 4 Nos.

Unloading and laying sods:

Heavy mazdoors : 2 Nos.

in `:

Rate

166



Light mazdoors : 2 Nos.

Watering for 15 days:

Light mazdoors : 1 No.


A. MATERIALS:

Sl No Unit Amount

in `:

1 Turfing sods sqm 100.00 25.00 2500.00


Total `: 3730.00





B. MACHINERY:

Sl No Unit Amount

in `:

1 Nil 0.00 0.00 0.00

0.00 0.00 0.00

Total `: 0.00





C. LABOUR:

Sl No Unit Amount

in `:

1 Maistry Day 0.10 241.23 24.12

2 Cartman with double bullock cart Day 2.00 278.23 556.46



Total `: 3912.30






ABSTRACT:




TOTAL `: 9451.92



Rate per sqm `:`:`:`: 95.46


Description

in `:

Quantity

RatePerticulars

Rate

in `:

Quantity

Description

167

in `:

Quantity Rate



FOR

ENABLING WORKS

DATA FOR PERCENTAGE PROVISIONS

ANNEXURES

168


SECTION: CANAL AND ALLIED WORKS. YEAR: 2014-15 Annexure-1

ITEM: Data for other enabling works as percentage of basic rate.

DATA:Stores / work shop / guarage / fuel depot / portable magazine / storage water tanks / water &

air supply lines / haul roads / transportation, erection and dismantling of plant and machinery /

sheds for machinery / ramp ways etc., are enabling works for canal and allied works.

In the data rate analysis provisions to be made for enabling works for canal lining work using

batching plant and mechanical paver including shifting from reach to reach are worked out

saperately and included in the data rate for respestive items.

This data rate is for other enabling works common to all items.

Assuming use of batching plant and mechanical paver for canal lining 10 to 20 km reach of

canal is considered necessary for arranging these plants. `:

1 Cement store 1 week qty 200 sqm @ `: 6600.00 / sqm `: 1320000.00

2 General store 100 sqm @ `: 7700.00 / sqm `: 770000.00

3 Work shop 25 sqm @ `: 7700.00 / sqm `: 192500.00

4 Guarage 100 sqm @ `: 5500.00 / sqm `: 550000.00

5 Sheds for machinery 100 sqm @ `: 5500.00 / sqm `: 550000.00

6 Fuel depot 25 sqm @ `: 6600.00 / sqm `: 165000.00

7 Water tanks 10 sqm ( 20000 ltr ) @ `: 4400.00 / sqm `: 44000.00

8 Water & air supply lines with fittings LS `: 22000.00

9 Field offices / ramp ways etc LS `: 110000.00

10 Local haul roads LS `: 220000.00

Total `: 3943500.00

Add interest for 1 year @ 11.00% `: 433785.00

Add for maintenance for 1 year @ 1.00% `: 39435.00

Less salvage value @ 50 % for ( 1 ) to ( 6 ) ( - ) `: -1773750.00

Less salvage value @ 75 % for ( 8 ) ( - ) `: -16500.00

( A ) Total `: 2626470.00

Transportation / Erection / Dismantling of plant & machinery:

Transportation, erection & dismantling costs are not considered for aggregate crushing and

processing system as market rates are considered for aggregates.

Capital cost of equipments :

1 Air compressors 8.5 cmm ( diesel ) 2 Nos `: 1752244

2 Shovel 0.85 cum 1 No `: 4943385

3 Shovel 0.5 cum 1 No `: 2988348

4 Dozer 1 No. `: 4061189

5 Tippers 10 Nos ( exclusive transportation not considered ) `: 0

6 Water tanker 1 No `: 929034

7 Vibratory pad foot roller 1 No `: 2737998

8 Jack hammers 4 Nos `: 204644

9 Pumps of various capacity LS `: 66000

10 Portable magazine / Misc equipments LS `: 66000

11 Batching plant 15 cum / hour `: 3498313

12 Mechanical paver `: 2057668

13 Diesel generating set 30 KVA `: 496171

14 Diesel generating set 50 KVA `: 780079

15 Work shop equipments / fuel pump / Misc LS `: 220000

Total `: 24801073

169


Enabling costs on machinery :

Transportation to site for ( 1 ) to ( 15 ) @ 1.50% `: 372016.10

Erection cost for ( 11 ) to ( 15 ) @ 6.00% `: 423133.86

Total `: 795149.96

Add interest for 1 years @ 11% `: 87466.50

Add dismantling cost for ( 11 ) to ( 15 ) @ 3.00% `: 211566.93

Add transportation from site for ( 1 ) to ( 15 ) 1.50% `: 372016.10

( B ) Total `: 1466199.48

Total cost of other enabling works ( A ) + ( B ) `:`:`:`: 4092669.48

Consider the above provisions for enabling works for 15 km reach of canal.

Assuming average cost of canal per km excluding CD works @ Rs:

Cost for 15 km reach of canal `: 330000000

Add for outlets and other miscellaneous works @ 20% `: 66000000

Total `: 396000000

Cost of other enabling works as percentage of total cost of canal

x 100 / : 1.03

say : 1.00

4092669.48 396000000

22000000

170

Documents

Data rates-Canal Works