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BASIC DATA

CONTENTS PAGES

DATA FOR REVISING SCHEDULE OF RATES 3--14

DATA RATES FOR COARSE & FINE AGGREGATES 15--32

HIRE CHARGES OF MACHINERY / EQUIPMENT 33--48

LEAD / LIFT / LOADING & UNLOADING CHARGES 49--84

FOR THE YEAR :

WATER RESOURCES DEPARTMENT

BASIC DATA

¸ÀgÀPÁgÀzÀ DzÉÃ±À ¸ÀA: d¸ÀAE 113 PÉ©J£ï 2012 ¨ÉAUÀ¼ÀÆgÀÄ ¢: 12-06-2012

Govt Letter. No. WRD 113 KBN 2012 BANGALORE Dt: 12-06-2012

SCHEDULE OF RATES

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2012-13

GOVERNMENT OF KARNATAKA

d® À̧A¥À£ÀÆä® E¯ÁSÉPÀ£ÁðlPÀ ¸ÀgÀPÁgÀ

FINALISED BY SCHEDULE OF RATES COMMITTEE

1

BASIC DATA

2

BASIC DATA

OTHER COSTS ON MATERIAL / MACHINERY / LABOUR

CAPITAL COST OF MACHINERY / EQUIPMENT

FOR THE YEAR : 2012-13

SCHEDULE OF RATES

DATA FOR REVISING SCHEDULE OF RATES

STATEMENT OF RATES FOR MATERIALS

EXTRACT OF NOTIFICATION ON ROYALTY CHARGES

DATA FOR WAGES OF WORKERS

3

BASIC DATA

2012-13

GENERAL GUIDE LINES :a. Average of the prevailing market rates, ignoring freak rates, shall be the criteria for fixing market

rates for materials.b. The rates for materials shall be inclusive of all taxes, duties and other local levies.c. The rates for materials shall be inclusive of royalty charges wherever applicable.d. The rates for materials, except those for which lead charges are admissible as per the statement

of lead charges, shall be for all leads.e. The rates provided for useful rubble / stone chips from excavation shall be at dump yard.f. The rates for steel / cement shall be at the supplier's stock yard.

Sl UNIT RATE No. in ` :1 Acetylene gas cum 312.002 Acid resisting mortar mix kg 48.003 Acid resisting tiles Dozen 196.004 Acrylic emulsion paint ltr 200.005 Aluminium beading for glass fixing Rm 25.006 Anti-corrosive bituminous black paint ltr 125.007 Asphalt 80 / 100 Grade kg 42.008 Bentonite tonne 5950.009 Binding wire kg 55.0010 Bolts / Nuts / Washers ( G.I. for general use ) kg 88.0011 Bolts / Nuts / Washers ( Hot dipped galvanized for gates ) kg 105.0012 Bolts / Nuts / Washers / Nails ( M.S. for general use ) kg 75.0013 Bolts / Nuts / Washers ( Stainless steel for gates ) kg 170.0014 Burnt bricks 1000 Nos 4000.0015 Burnt stone slab 100 mm thick sqm 230.0016 Cast iron blocks kg 40.0017 Cement 43 Gr tonne 5800.0018 Cement concrete solid bricks Each 22.0019 Coal tar epoxy paint ltr 230.0020 Coarse aggregate 10-4.75 mm ( Data rate ) cum 901.0021 Coarse aggregate 20-10 mm ( Data rate ) cum 700.0022 Coarse aggregate 40-20 mm ( Data rate ) cum 513.0023 Coarse aggregate 80-40 mm ( Data rate ) cum 331.0024 Coir brush Each 25.0025 Copper sheet 16 SWG kg 600.0026 Coursed rubble stone 300 x 300 x 450 mm Each 19.0027 Coursed rubble stone 300 x 300 x 600 mm Each 25.0028 Curing Compound ltr 125.0029 D - cord Rm 9.0030 De-greasing / derusting / phosphate coating chemical ltr 285.0031 Detonating fuse coil Rm 9.0032 Detonator delay type Each 20.0033 Detonator electric Each 12.00

FOR THE YEAR :

DESCRIPTION OF MATERIAL

STATEMENT OF RATES FOR MATERIALSGENERAL CONSTRUCTION MATERIALS

4

BASIC DATA

Sl UNIT RATE No. in ` :34 Detonator ordinary Each 7.0035 Ductile iron pipe ( 18 kg / sqcm test pressure ) 1000 mm dia Rm 21375.0036 Ductile iron pipe ( 18 kg / sqcm test pressure ) 1200 mm dia Rm 30100.0037 Ductile iron pipe ( 18 kg / sqcm test pressure ) 800 mm dia Rm 15000.0038 Empty cement bag Each 2.5039 Explosive ANFO kg 40.0040 Explosive ANFO high strength booster kg 60.0041 Explosive small dia ( Kelvex-220 or equivalent ) kg 56.0042 Fine aggregate / sand ( unscreened ) ( at quarry ) cum 282.0043 Fine aggregate / sand ( screened ) ( at quarry ) cum 350.0044 Geo-textile ( filter fabric ) 200 gsm sqm 180.0045 Geo-textile ( filter fabric ) 250 gsm sqm 215.0046 G.I barbed wire 12 x 12 gauge kg 85.0047 G.I chain link mesh 10 gauge 50 x 50 mm opening sqm 220.0048 G I Pipe 100 mm dia B Class Rm 480.0049 G I Pipe 15 mm dia A class Rm 88.0050 G I Pipe 25 mm dia A class Rm 140.0051 G I Pipe 40 mm dia B class Rm 220.0052 G I Pipe 50 mm dia A class Rm 220.0053 G I Pipe 80 mm dia B Class Rm 340.0054 G.I sheet ( corrugated ) Class-II 1 mm thick tonne 59400.0055 G.I sheet ( plain ) 0.63 mm thick tonne 55000.0056 G.I Stretcher wire 8 gauge kg 80.0057 Hariyala turfing sods sqm 20.0058 Hectometre stone ( one line dressed ) Each 230.0059 Hemp yarn kg 65.0060 Honne wood planks cum 51300.0061 Hume pipe with collar 150 mm dia Rm 230.0062 Hume pipe with collar 300 mm dia Rm 480.0063 Ironite compound kg 20.0064 J- Bolts 300 mm long Each 36.0065 Jungle wood planks cum 22700.0066 Kilometre stone one line dressed Each 500.0067 LDPE sheet ( Geo-membrane ) 500 micron thick sqm 96.0068 LDPE sheet ( Geo-membrane ) 750 micron thick sqm 150.0069 LDPE sheet ( Geo-membrane ) 1000 micron thick sqm 180.0070 MS pipe 200 / 300 mm dia kg 56.0071 MS pipe 32 mm dia Rm 156.0072 Murum cum 90.0073 Oxalic acid ltr 72.0074 Oxygen gas cum 58.0075 Plain glass 4 mm thick sqm 360.0076 Pre-stressed concrete pipe ( 18 kg / sqcm test pressure ) 1000 mm dia Rm 5700.0077 Pre-stressed concrete pipe ( 18 kg / sqcm test pressure ) 1200 mm dia Rm 7150.0078 Pre-stressed concrete pipe ( 18 kg / sqcm test pressure ) 800 mm dia Rm 4235.0079 PVC sealing strip Rm 38.0080 PVC water stopper 310 mm wide Rm 202.00


5

BASIC DATA

Sl UNIT RATE No. in ` :81 Rapid wire mesh 50 x 50 mm opening non-galvanized sqm 135.0082 Reinforcement steel tonne 43000.0083 Resin bond Cement capsule Each 55.0084 Rivets kg 70.0085 Rolling shutter sqm 2430.0086 Rolling shutter top cover Rm 465.0087 Rough stone 200 x 200 x 750 mm Each 16.0088 Rubber bottom seal ( flat type ) ( IS : 11855 ) Rm 180.0089 Rubber corner seal ( music note type teflon claded ) ( IS : 11855 ) Rm 890.0090 Rubber corner seal ( music note type uncladed ) ( IS : 11855 ) Rm 355.0091 Rubber side seal ( music note type teflon claded ) ( IS : 11855 ) Rm 815.0092 Rubber side seal ( music note type uncladed ) ( IS : 11855 ) Rm 285.0093 Rubber side seal ( Z-type ) ( IS : 11855 ) Rm 355.0094 Size stone 150 to 200 mm height Each 7.0095 Size stone 200 to 250 mm height Each 9.0096 Size stone 250 to 300 mm height Each 11.0097 Shahabad stone slab ( Unpolished 25 to 40 mm thick ) sqm 215.0098 Shalimastic sealing compound kg 108.0099 Stainless steel plates / flats kg 148.00

100 Steel door ( frame and Shutter tubular sections ) sqm 4500.00101 Steel door ( frame CRCA sheet Shutter tubular sections ) sqm 3850.00102 Steel window ( tubular frame and tubular section shutter excluding glass) sqm 2150.00103 Steel window ( tubular frame and Z section shutter excluding glass) sqm 1670.00104 Stone chips ( at dump yard ) cum 190.00105 Stone chips ( at quarry ) cum 290.00106 Structural steel angle / channel / beam / bars tonne 45000.00107 Structural steel plate / flats tonne 47250.00108 Super Plasticizer ( Conplast RP-264 or equivalent ) ltr 83.00109 Synthetic Enamel paint 1st quality ltr 220.00110 Tarfelt joint filler board 12 mm thick sqm 360.00111 Tarfelt joint filler board 20 mm thick sqm 580.00112 Through stones 200 x 200 x 300 to 450 mm long Each 12.00113 Through stones 250 x 250 x 450 to 600 mm long Each 17.00114 Through stones 300 x 300 x 650 to 750 mm long Each 22.00115 Un-coursed rubble stones ( at dump yard ) cum 165.00116 Un-coursed rubble stones ( at quarry ) cum 240.00117 Water proof cement paint kg 35.00118 Water proofing compound kg 44.00119 Welding electrode 4 mm dia x 450 mm ( general purpose ) Each 8.00120 Welding electrode 4 mm dia x 450 mm ( radiographic low hydrogen ) Each 15.00121 Welding electrode 4 mm dia x 450 mm ( stainless steel ) Each 52.00122 Weld mess 100 x 50 mm 10 gauge non-galvanized sqm 185.00123 Wire brush Each 40.00124 Weld mesh 50 x 50 mm 13 gauge sqm 185.00125 Wire mesh 20 Gauge ( Chain link galvanized 50 x 50 mm opening ) sqm 185.00126 Zinc kg 190.00127 Zinc chromate red oxide primer paint ltr 184.00128 Zinc rich epoxy primer ( zinc content : 90 % ) ltr 708.00


6

BASIC DATA

GENERAL GUIDELINES: ( Rates get updated automatically based on rates for basic metals ) a. For cast steel / Alloy steel / Forged steel / Bronze, alluminium alloy components the rates shall

be inclusive of cost of basic metal for these components, casting / forging charges, machiningcharges and applicable excise duty on finished alloy component.

b. The rate in the total rate column shall be rounded off to nearest `: 5.00.

Sl DESCRIPTION OF MANUFACTURED COMPONENTS Basic Casting / Excise Total No. metal machining duty on rate in `:

in `: or forging ( 1 + 2 ) (1+2+3)per kg per kg 8.24% per kg

1 2 3 41 Cast steel components :( Basic metal - steel )

Wheel / Pulley / Hub / Plummer / Roller 38.30 99.00 11.31 150.00Drum / Gear 38.30 123.75 13.35 175.00Pinion 38.30 126.00 13.54 180.00

2 Forged steel components : ( Basic metal - structural steel )Hook / Shackle 47.25 135.00 15.02 195.00

3 Alloy steel components IS-1570 : ( Basic metal - stainless steel )Shaft ( carbon steel ) 100.00 99.00 16.40 215.00Pin ( stainless steel ) 135.00 108.00 20.02 265.00

4 Bronze, alluminium alloy components IS-305 : ( Basic metal - copper )Bearing / Bush 550.00 234.00 64.60 850.00

2012-13

Sl UNIT RATE No. in `:1 Electric pole with fixtures Each 5500.002 Flood light 250 W ( Sodium vapour lamp ) Each 715.003 Flood light set Each 1320.004 Fluoscent tube light 40 W Each 55.005 Fluoscent tube light set Each 210.006 Circuit breaker & other accessories Set 80000.007 HT / LT Line conductor 1000 m 31470.008 PVC Armoured cable 10 sqmm and below Rm 110.009 PVC Armoured cable 16 sqmm Rm 150.0010 PVC Armoured cable 25 sqmm Rm 215.0011 PVC Armoured cable 70 sqmm Rm 400.00


MATERIALS FOR POWER SUPPLY WORKS

ADDITIONAL MANUFACTURED MATERIALS FOR GATES & HOISTS

FOR THE YEAR :

2012-13 FOR THE YEAR :

FOR GATES / HOISTS & ALLIED WORKS

7

BASIC DATA

2012-13GENERAL GUIDE LINES :

a. The Capital cost of machinery / equipment shall be for new machinery / equipment and shall be inclusive of all taxes, duties, other levies.

b. The cost of transport vehicles / equipment shall be exclusive of cost of tyres and tubes.c. The cost of drill rods / drill bits / air hose / water hose / road tax / insurance charges and other

consumeable accessories shall not be included in the capital cost.d. In cases, where the current capital cost of machinery / equipment could not be collected through

enquiries, the capital cost considered for previous year may be updated on the basis of averagepercentage increase / decrease in the index for machinery published in the R.B.I Bulletin.

Sl UNIT COST No. in `:1 Agitator car / Transit mixer 2 cum ( excluding tyres ) Each 18679002 Agitator car / Transit mixer 4 cum ( excluding tyres ) Each 21820003 Air compressor 5 cmm (electric) Each 4654004 Air compressor 7 cmm ( diesel ) Each 6746005 Air compressor 7 cmm (electric) Each 5933006 Air compressor 8.5 cmm (diesel) Each 8184007 Air compressor 8.5 cmm (electric) Each 7282008 Air compressor 15 cmm (electric) Each 11000009 Angle Dozer 90 hp Each 379350010 Batching plant 6 cum / hour rated capacity with accessories Each 140390011 Batching plant 15 cum / hour rated capacity with accessories Each 326770012 Batching plant 50 cum / hour rated capacity with accessories Each 542600013 Bending machine Each 50330014 Concrete bucket 1.5 cum Each 4080015 Concrete hand mixer 45 / 30 ltr Each 2980016 Concrete mixer 300 / 200 ltr (diesel) Each 12010017 Concrete mixer 300 / 200 ltr ( electric ) Each 11070018 Concrete mixer 600 / 400 ltr (diesel) Each 24260019 Concrete mixer 600 / 400 ltr ( electric ) Each 22260020 Concrete paver 100 sqm / hr Each 192200021 Concrete pump 25 cum / hour Each 318000022 Convey mucker ( excluding tyres ) Each 320330023 Core drilling machine Each 89340024 Diesel generating set 30 KVA Each 46350025 Diesel generating set 50 KVA Each 72870026 Diesel Loco 45 hp Each 135860027 Dewatering pump 5 hp ( diesel ) Each 2750028 Dewatering pump 5 hp ( electric ) Each 2330029 Dewatering pump 10 hp ( diesel ) Each 4600030 Dewatering pump 10 hp ( electric ) Each 4060031 Dewatering pump 20 hp ( diesel ) Each 11110032 Dewatering pump 20 hp ( electric ) Each 9150033 Drilling jumbo ( excluding tyres ) Each 105060034 Dumper 5 cum ( excluding tyres ) Each 109800035 Geophysical Electric resistivity meter Each 309000

FOR THE YEAR :

DESCRIPTION OF MACHINERY / EQUIPMENT

DETAILS OF CAPITAL COST OF MACHINERY / EQUIPMENT

8

BASIC DATA

Sl UNIT COST No. in `:36 Grouting pump Each 8180037 Guniting / sand blasting equipment Each 22010038 Ice plant with accessories 30 t / day Each 189310039 Jack hammer Each 4780040 Mobile crane 8 t ( pick & carry ) ( excluding tyres ) Each 109900041 Mobile crane 25 t ( revolving ) ( excluding tyres ) Each 1729370042 Needle vibrator 40 mm ( petrol ) Each 2090043 Needle vibrator 40 mm ( electric ) Each 1850044 Needle vibrator 60 mm ( petrol ) Each 2360045 Needle vibrator 60 mm ( electric ) Each 2100046 Pile boring rig with accessories Each 401700047 Planing machine 4 m stroke Each 59740048 Plate shearing machine upto 12 mm Each 64420049 Pneumatic placer 0.5 cum Each 46480050 Pneumatic tamper Each 4980051 Pug cutting machine Each 4170052 Pusher leg Each 3320053 Road roller diesel 10 t Each 101350054 Shovel 0.50 cum 75 hp Each 279130055 Shovel 0.85 cum 110 hp Each 461750056 Spinning machine with accessories Each 50260057 Stationery derric crane 5 t Each 51500058 Tipper 5 cum ( excluding tyres ) Each 88110059 Tipping tub 1.5 cum Each 11540060 Tower crane 5 tonne Each 882710061 Transformer 250 KVA Each 30590062 Truck 10 t ( excluding tyres ) Each 87600063 Upright drilling machine Each 4740064 Ventilation fan 20 hp Each 13490065 Vibrating plate compactor ( diesel ) Each 12360066 Vibratory pad foot roller 8 t Each 255750067 Waggon drill Each 76890068 Water tanker 8000 ltr ( excluding tyres ) Each 86780069 Welding transformer Each 3640070 Winch 35 hp ( electric ) Each 292500

2012-13

Sl UNIT RATENo. in `:1 Jaw crusher 900 x 500 mm ( 120 tph ) with 50 hp motor Each 15605002 Jaw crusher 500 x 300 mm ( 60 tph ) with 30 hp motor Each 9105003 Jaw crusher 400 x 225 mm ( 10 tph ) with 25 hp motor Each 4553004 Jaw plates 900 x 500 mm ( serreted ) Set 1206005 Jaw plates 500 x 300 mm ( serreted ) Set 497006 Jaw plates 400 x 225 mm ( serreted ) Set 34400

FOR THE YEAR :

DESCRIPTION OF MACHINERY / EQUIPMENT

AGGREGATE CRUSHING & PROCESSING PLANT


9

BASIC DATA

2012-13

Sl UNIT RATENo. in `:1 Air hose 25 mm dia Rm 180.002 Air hose 50 mm dia Rm 235.003 Cardium compound kg 96.004 Casing shoe bit Each 9400.005 Diamond core bit BX size Each 10730.006 Diamond core bit NX size Each 13600.007 Diesel ltr 46.658 Double tube core barrel Each 12460.009 Electric power ( HT-2B category ) including tax Kwhr 6.7010 Extension drill rod with coupling sleeve Rm 3750.0011 Gear oil HP-90 ltr 206.0012 Grease GEM RR3 kg 251.0013 Jack hammer drill rod 1.5 m Each 3925.0014 Jack hammer drill rod 2.5 m Each 6410.0015 Lubricants ltr 220.0016 Nozzle for guniting / sand blasting gun Each 353.0017 Nylon Conveyor belt 3 ply 600 mm width Rm 2110.0018 Nylon Conveyor belt 3 ply 1000 mm width Rm 3290.0019 Paving Cylinder Each 24850.0020 Petrol ltr 80.0021 Rails 30R / 45R( 30 kg / m / 45 kg / m) tonne 50820.0022 Reamer shell Each 4600.0023 Shutter oil ltr 30.0024 Spinning belt Each 9680.0025 T.C.Cross bit 50 mm dia Each 3950.0026 T.C.Cross bit 75 mm dia Each 8715.0027 T.C.Cross bit 100 mm dia Each 10890.0028 Tyres and Tubes for truck Set 15300.0029 Water hose ( pressure ) 20 mm dia Rm 155.0030 Wire rope of specified type ( for Winch / Hoist / Crane ) - IS-2266 kg 130.00

2012-13GENERAL GUIDE LINES :

a. The rate provided for ' SUNDRIES' ( Lumpsum provision for unquantified inputs in the data rates )shall be updated on the basis of general percentage increase / decrease in the market rates or on the basis of increase / decrease in R.B.I ' All Commodity' index.

b. The rate for structural steel fabrication shall include cost of all materials (except structural steel ), machinery, labour and one coat of primer painting.

c. Demand charges and electric power charges shall be as per prevailing power supply tariff.d. Rate of interest on capital cost shall be as approved by Govt or other competent authority.


FOR THE YEAR :

FOR THE YEAR :

OTHER COSTS ON MATERIAL / MACHINERY / LABOUR

ACCESSORIES TO MACHINERY / EQUIPMENT

10

BASIC DATA

e. Contractor's profit shall be considered only on Fuel / Energy charges and Sundries ( if any ) in thedata rates for ' Machinery component' since basic hire charge of machinery / equipment includesinterest on average capital cost of machinery / equipment.

Sl RATENo.1 Contractor's Overheads on Material / Machinery / Labour % 5.002 Contractor's Profit on Material / Fuel & Energy charges / Labour % 10.003 Demand charges ( HT-2B category ) on power supply ` / KVA / month 190.004 Excise duty on Gate / Hoist supplies % 8.245 Hidden cost on Labour ( common to all works ) % 15.00

Hidden cost on Labour ( additional for Dam works ) % 5.00Hidden cost on Labour ( additional for Tunnel works ) % 10.00Hidden cost on Labour ( additional for Gate works ) % 15.00

6 Insurance charges on gate / hoist parts % on cost 1.00Insurance charges on machinery % / annum 1.00

7 Interest on capital cost % / annum 11.008 Road tax on transport vehicles ( Tipper / Truck ) `. / annum 11560.009 Small T & P on Material / Machinery / Labour % 1.0010 Structural steel fabrication ( general purpose ) kg 14.0011 Sundries ( Lumpsum rate for unquantified inputs ) LS `: 36.00

2012-13As per Govt of Karnataka Notification No:

Sl Name of minor mineralsNo.1 Murum 10.00 / tonne2 Ordinary building stones 30.00 / tonne3 Lime stone under title ' Shahabad stone ' 80.00 / 10 sqm4 Ordinary sand: 30.00 / tonne

2012-13

GENERAL GUIDE LINES :a. The basic wages shall not be less than the minimum wages fixed by the Government.b. The basic wages need not be revised every year and any revision, if warranted, shall take into

consideration the local conditions for perticular category of worker and the trend in quoted rates. c. The Variable Dearness Allowance ( Living allowance ) shall be revised as per the procedure laid

down in the Government notification on minimum wages.

FOR THE YEAR :

DESCRIPTION OF OTHER COSTS

ROYALTY CHARGES ON MATERIALS

Rate / Unit Qty

Entire state

Area of applicability

UNIT

STATEMENT OF WAGES OF WORKERS

in `:

Entire state

Entire state Entire state

CI 56 MMN. 2006, Bangalore, dated 23 - 06 -2007. FOR THE YEAR :

11

BASIC DATA

Computation of variable DA ( Living allowance ) :

Current state annual average CP index for industrial workers ( CI ) : 4624Base state annual average CP index for industrial workers ( BI ) : 3944Amount of variable DA per point CP index `: 0.04

Difference in Current & Base index ( CI - BI ) : 680Variable DA / Day = ( Difference in index ) x ( Rate of DA per point ) x 30 / 26

`: ( rounded off to next 50 paise ) 31.50 / Day

Sl VDA / DayNo. in `:

ZONE-I ZONE-II ZONE-I&II ZONE-I ZONE-II I . SKILLED CATEGORY:

1 Bar bender 175.00 172.00 31.50 206.50 203.502 Black smith / Tin smith / Rivetor 155.50 152.00 31.50 187.00 183.503 Blaster ( Licensed ) 161.50 158.50 31.50 193.00 190.004 Carpenter Cl- I 175.00 172.00 31.50 206.50 203.505 Electrician ( Licensed ) 157.00 154.00 31.50 188.50 185.506 Fitter Cl- I 160.00 156.50 31.50 191.50 188.007 Floor Polisher / Tile Layer 159.50 156.00 31.50 191.00 187.508 Foreman 195.00 192.00 31.50 226.50 223.509 Gauge reader 155.50 152.00 31.50 187.00 183.5010 Maistry / Work Inspector 157.50 154.00 31.50 189.00 185.5011 Mason Cl- I / Brick layer Cl- I 175.00 172.00 31.50 206.50 203.5012 Mechanic Cl- I 173.50 170.00 31.50 205.00 201.5013 Operator Air compressor / DG set 162.50 159.00 31.50 194.00 190.5014 Operator Batching plant 162.50 159.00 31.50 194.00 190.5015 Operator Bus / Ambulance/ Lorry / Tanker 164.50 161.00 31.50 196.00 192.5016 Operator Concrete / Asphalt mixer 162.50 159.00 31.50 194.00 190.5017 Operator Concrete / Asphalt paver 162.50 159.00 31.50 194.00 190.5018 Operator Concrete pump / Placer 162.50 159.00 31.50 194.00 190.5019 Operator Core drilling machine 162.50 159.00 31.50 194.00 190.5020 Operator Crane / Tower crane / Cable way 172.50 169.00 31.50 204.00 200.5021 Operator Drilling jumbo / Loco / Winch 164.50 161.00 31.50 196.00 192.5022 Operator Grouting / Guniting / Shotcreting 159.00 155.50 31.50 190.50 187.0023 Operator Jackhammer/ Pneumatic tamper 160.00 156.50 31.50 191.50 188.0024 Operator Pump / Ventilation fan 158.00 154.50 31.50 189.50 186.0025 Operator Lathe/ Drilling/ Shearing machine 168.00 164.50 31.50 199.50 196.0026 Operator Bending / Planing machine 168.00 164.50 31.50 199.50 196.0027 Operator Road roller 161.50 158.50 31.50 193.00 190.0028 Operator Shovel / Scraper / Dozer 172.50 169.00 31.50 204.00 200.5029 Operator Spillway / Sluice gate 164.00 160.50 31.50 195.50 192.0030 Operator Crusher / Conveyor / Mucker 162.50 159.00 31.50 194.00 190.5031 Operator Tipper / Dumper / Transit mixer 164.50 161.00 31.50 196.00 192.5032 Operator Concrete vibrator 158.00 154.50 31.50 189.50 186.0033 Operator Vibratory plain / padfoot roller 164.00 160.50 31.50 195.50 192.0034 Operator Wagon drill / Drifter 160.00 156.50 31.50 191.50 188.0035 Painter Cl- I 160.00 156.50 31.50 191.50 188.00

Total wage / Dayin `:

CATEGORY OF WORKERin `:

Basic wage / Day

12

BASIC DATA


ZONE-I ZONE-II ZONE-I&II ZONE-I ZONE-II I . SKILLED CATEGORY ( Contd ) :

36 Plumber ( Licensed ) / Pipe fitter 168.00 164.50 31.50 199.50 196.0037 Sarang / Khalasi 160.00 156.50 31.50 191.50 188.0038 Spun pipe moulder 163.00 160.00 31.50 194.50 191.5039 Stone chiseller CI- I / Stone cutter Cl- l 163.00 160.00 31.50 194.50 191.5040 Struct. steel Fabricator / Marker / Erector 173.50 170.00 31.50 205.00 201.5041 Welder / Gas Cutter 173.50 170.00 31.50 205.00 201.50

II . SEMI SKILLED CATEGORY:1 Asphalt Sprayer / Boiler attendant 155.00 152.00 31.50 186.50 183.502 Bhisti 153.50 152.00 31.50 185.00 183.503 Carpenter Cl- II / Erector shuttering 162.00 159.50 31.50 193.50 191.004 Chavali / Navagani 190.50 187.00 31.50 222.00 218.505 Crowbarman / Jumperman 155.00 152.00 31.50 186.50 183.506 Fitter Cl- II 162.00 159.50 31.50 193.50 191.007 Gangman / Head / Survey mazdoor 155.00 152.00 31.50 186.50 183.508 Gardener / Trained mali 155.00 152.00 31.50 186.50 183.509 Helper Air compressor / DG set 155.00 152.00 31.50 186.50 183.5010 Helper Batching plant 155.00 152.00 31.50 186.50 183.5011 Helper Blasting 155.00 152.00 31.50 186.50 183.5012 Helper Bus / Ambulance / Lorry / Tanker 157.00 154.00 31.50 188.50 185.5013 Helper Bending /Shearing /Planing machine 155.00 152.00 31.50 186.50 183.5014 Helper Carpenter 155.00 152.00 31.50 186.50 183.5015 Helper Concrete / Asphalt mixer 155.00 152.00 31.50 186.50 183.5016 Helper Concrete / Asphalt paver 155.00 152.00 31.50 186.50 183.5017 Helper Core drilling machine 155.00 152.00 31.50 186.50 183.5018 Helper Crane / Tower crane / Cable way 155.00 152.00 31.50 186.50 183.5019 Helper Drilling jumbo / Loco / Winch 155.00 152.00 31.50 186.50 183.5020 Helper Fitter / Fabrication 155.00 152.00 31.50 186.50 183.5021 Helper Grouting / Guniting / Shotcreting 155.00 152.00 31.50 186.50 183.5022 Helper Jack hammer / Pneumatic tamper 155.00 152.00 31.50 186.50 183.5023 Helper Laboratory / Instrumentation 155.00 152.00 31.50 186.50 183.5024 Helper Road roller 155.00 152.00 31.50 186.50 183.5025 Helper Shovel / Scraper / Dozer 155.00 152.00 31.50 186.50 183.5026 Helper Crusher / Conveyor / Mucker 155.00 152.00 31.50 186.50 183.5027 Helper Tipper / Dumper / Transit mixer 155.00 152.00 31.50 186.50 183.5028 Helper Vibrator 155.00 152.00 31.50 186.50 183.5029 Helper Vibratory plain/ padfoot roller 155.00 152.00 31.50 186.50 183.5030 Helper Wagon drill/ Drifter 155.00 152.00 31.50 186.50 183.5031 Lineman Electric / Telephone 157.50 154.00 31.50 189.00 185.5032 Mason Cl- ll / Brick layer Cl-II 162.00 159.50 31.50 193.50 191.0033 Mechanic Cl- II 165.50 162.00 31.50 197.00 193.5034 Painter Cl- II 157.00 154.00 31.50 188.50 185.5035 Patkari / Neeraganti / Sowdy 153.50 152.00 31.50 185.00 183.5036 Stone Chiseller Cl- II 159.50 156.50 31.50 191.00 188.0037 Stone breaker / Hammerman 159.50 156.50 31.50 191.00 188.0038 Valveman / Canal sluice operator 153.50 152.00 31.50 185.00 183.50

in `:Basic wage / DayCATEGORY OF WORKER

in `:Total wage / Day

13

BASIC DATA


ZONE-I ZONE-II ZONE-I&II ZONE-I ZONE-II III . UN-SKILLED CATEGORY:

1 Cement / Asphalt handling mazdoor 146.00 144.00 31.50 177.50 175.502 Civic worker 145.00 143.00 31.50 176.50 174.503 Heavy mazdoor 143.50 141.50 31.50 175.00 173.004 Light mazdoor 141.50 140.00 31.50 173.00 171.505 Watchman 141.50 140.00 31.50 173.00 171.50

IV . OTHER CATEGORY:1 Boatman with boat 186.50 183.50 31.50 218.00 215.002 Care-taker / conductor / Lift attender 155.00 151.50 31.50 186.50 183.003 Cartman with double bullock cart 196.50 193.50 31.50 228.00 225.004 Cartman with single bullock cart 175.00 171.50 31.50 206.50 203.005 Cook / Messman 156.50 153.00 31.50 188.00 184.506 Dhobi 155.00 151.50 31.50 186.50 183.007 Diploma Engineer / Surveyor 170.00 166.50 31.50 201.50 198.008 Diver with headgear 196.50 193.50 31.50 228.00 225.009 Graduate / Laboratory Assistant 164.00 160.50 31.50 195.50 192.0010 Graduate Engineer / Geologist 222.00 218.50 31.50 253.50 250.0011 Horticulture Assistant / Photographer 155.50 152.00 31.50 187.00 183.5012 ITI certificate holder / Tracer / Printer 156.50 153.00 31.50 188.00 184.5013 Literate mazdoor 155.00 151.50 31.50 186.50 183.0014 Stenographer / Computer Operator 166.50 164.00 31.50 198.00 195.5015 Telephone / Wireless Operator 166.50 164.00 31.50 198.00 195.5016 Typist 157.50 154.50 31.50 189.00 186.00

CATEGORY OF WORKER Basic wage / Day Total wage / Dayin `: in `:

14

BASIC DATA

2012-13

SCHEDULE OF RATES

DATA FOR COMPUTATION OF

FOR

FOR THE YEAR :

UNIT RATES

COARSE & FINE AGGREGATES

15

BASIC DATA

16

BASIC DATA

2012-13ITEM : Cost of production of coarse aggregate using Jaw crushers & Conveyor system.

DATA : Size range of coarse aggregate considered for data rate analysis:80 to 40 mm size range 40 to 20 mm size range20 to 10 mm size range 10 to 4.75 mm size rangeAverage daily rate of concreting assumed : 500 cumQuantity of coarse aggregate at 1.50 t / cum of concrete : 750 tQuantity of rubble for crushing considering 15 % dust / wastage : 880 tDaily crushing of rubble for aggregate with 20 % reserve stock ( 880 x 1.20 ) : 1056 tAv. crushing / hour for single shift working of crushing plant ( 1056 / 8 ) : 132 tRequired crushing capacity of plant per hour with 70 % job / managementefficiency and 50 min / hour working ( 132 x 60 / 50 / 0.7 ) : 226 tDeploy 2 Nos. Primary Jaw crushers 120 tonnes per hour rated capacity each. Deploy 2 secondary jaw crushers for recrushing over size aggregates.Deploy 4 tertiary jaw crushers for crushing smaller size aggregates.Deploy vibrating screens / belt conveyors / water spray systems for processing aggregates.Daily output of crushing system with 70 % job and management efficiency and 50 min per hour working : ( 2 x 120 x 0.7 x 8 x 50 / 60 ) : 1120 tDaily output of aggregate assuming 15 % dust / wastage ( 1120 x 0.85 ) : 952 tTotal quantity of aggregate considering 300000 cum concrete and 5 % extra for other works such as filter drains etc : ( 300000 x 1.5 x 1.05 ) : 472500 t

Scalper screen B-1Rubble unloading hopper

B-2 Primary crushers 120 tph 2 Nos

Feeder hopper Feeder hopper

B-4 Secondary crushers 60 tph 2 Nos.Single deck screen

B-5 80-40 mm B-6 stock pile

Primary stock pile150 mm & below B-8 B-7

40-20 mm B-9 stock pile

Feeder hopper B-10 B-13

B-12 B-14 B-11 B-15 20-10 mm

stock pileTertiary crushers 10 tph 4 Nos Triple deck screens B-16Dust with wash water B-17 10-4.75 mm

stock pile

FOR THE YEAR :

SCHEMATIC ARRANGEMENT OF AGGREGATE CRUSHING & PROCESSING

DATA RATES FOR COARSE / FINE AGGREGATES

17

BASIC DATA

1 Aggregate crushing system :a. Capital cost of Crusher system :

Primary Jaw Crusher 900 x 500 mm withElectric motor 50 hp 2 Nos @ `: 1560500 / Each `: 3121000Secondary Jaw Crusher 500 x 300 mm with Electric motor 30 hp 2 Nos @ `: 910500 / Each `: 1821000Tertiary Jaw Crusher 400 x 225 mmwith Electric motor 25 hp 4 Nos @ `: 455300 / Each `: 1821200Rubble feed hopper 1 No @ 2 t / each @ `: 360000 / Each `: 360000Crusher feed bins 3 Nos @ 1.0 t / each @ `: 216000 / Each `: 648000Scalper screen 1 No. @ 0.6 t / each @ `: 216000 / Each `: 216000Single vib. deck without screen 1 @ 0.6 t @ `: 450000 / Each `: 450000Triple vib.deck without screen 2 Nos.1t/each @ `: 540000 / Each `: 1080000Controls / Switches / cables LS `: 288000Other accessories LS `: 180000

Total `: 9985200b. Hire charges of plant :

Capital cost of plant `: 9985200Salvage value of plant : 10%Life of plant in hours : 20000Life of plant in years : 15Yearly usase of plant in hours ( life in hours / life in years ) : 1333Maintenance and repair charges @ : 200 percent of capital costMiscellaneous charges @ : 10 percent of repair chargesRate of interest per annum : 11%Insurance charges on av. Capital cost per annum : 1%Average capital cost of plant ( 15+1) x 9985200 / 2 / 15 `: 5325440Depreciation of plant / hour 0.90 x 9985200 / 20000 `: 449.33Interest on av. Capital cost / hr 0.11 x 5325440 / 1333 `: 439.35Maintenance and repair charges / hr 2 x 9985200 / 20000 `: 998.52Miscellaneous charges / hr 0.10 x 998.52 `: 99.85Insurance on av capital cost / hr 0.01 x 5325440 / 1333 `: 39.94Total hire charges / hour excluding energy and crew charges `: 2027.00

say `: 2027.00c. Fuel / Energy charges :

Requirement of electric power : hp KwhrPrimary crusher 2 Nos. / 50 hp each 100 74.60Secondary crusher 2 Nos. / 30 hp each 60 44.76Tertiary crusher 4 Nos. / 25 hp each 100 74.60Rubble feeder 1 No / 5 hp each 5 3.73Primary crusher feeder 2 Nos / 5 hp each 10 7.46Sec. Crusher feeder 2 Nos / 5 hp each 10 7.46Ter. Crusher feeder 4 Nos / 5 hp each 20 14.92Scalper screen 15 hp 15 11.19Single deck screen 1 No. / 15 hp 15 11.19Triple deck screen 2 No. / 15 hp each 30 22.38Controls & Miscellaneous -- 2.50Total energy consumption per hour in Kwhr 274.79

say : 280 Kwhr

18

BASIC DATA

Energy charges for 280 Kwhr @ `: 6.70 / Kwhr `: 1876.00Oil and lubricants @ 20% `: 375.2

Total `: 2251.20`: 2251.00

d. Crew charges :Operator crusher 8 Nos. @ `: 190.50 / day `: 1524.00Helper Crusher 8 Nos. @ `: 183.50 / day `: 1468.00

Total `: 1342.40Hourly Crew charges = Yearly wages / Yearly usase of plant in hrs

( 26 x 12 x 1342.40 / 1333 ) `: 314.12say `: 314.00

2 Aggregate processing system :1000 mm wide belt conveyor : Length Motor hpB-1 : Unloading hopper to Scalper screen 15 m 15 hpB-2 : Scalper screen to Primary crusher 15 m 15 hpB-3 : Primary crusher to Single deck screen 15 m 10 hpB-4 : Single deck screen to Secondary crusher 20 m 10 hpB-5 : Secondary crusher to Triple deck screen-1 20 m 10 hpB-6 : Single deck screen to Primary stock pile 20 m 10 hpB-7 : Primary stock pile to Triple deck screen-1 20 m 15 hpB-8 : Triple deck screen-1 to 80 - 40 mm size stock pile 25 m 15 hp

Total : 150 m 100 hp600 mm wide belt conveyor :B-9 : Triple deck screen-1 to 40 - 20 mm stock pile 15 m 10 hpB-10 : Triple deck screen-1 to tertiary crusher 20 m 10 hpB-11 : Tertiary crusher to triple deck screen-2 30 m 15 hpB-12 : Triple deck screen-2 to Tertiary crusher 10 m 5 hpB-13 : Triple deck screen-1 to Triple deck screen-2 10 m 5 hpB-14 : Triple deck screen-2 to 40 - 20 mm stock pile 15 m 10 hpB-15 : Triple deck screen-2 to 20 - 10 mm stock pile 15 m 10 hpB-16 : Triple deck screen-2 to 10 - 4.75 mm stock pile 15 m 10 hpB-17 : Triple deck screen-2 to Crusher dust stock pile 20 m 10 hp

Total : 150 m 85 hpCost of 600 mm wide belt conveyor per Rm :20 m length of conveyor assumed.a. Str steel frame 4.50 t @ 0.225 t / m @ `: 59000 / tonne `: 265500b. Bolts and nuts @ 5% `: 13275c. Idler rollers @ 30 kg / m @ `: 150000 / tonne `: 90000d. Return rollers @ 10 kg / m @ `: 150000 / tonne `: 30000e. Bearings for rollers 48 Nos @ `: 1080 / each `: 51840f. Drums 4 Nos @ `: 18000 / each `: 72000g. Bearings for drums 8 Nos @ `: 1440 / each `: 11520h. Plummer blocks 2 Nos @ `: 9000 / each `: 18000i. Sundries LS `: 3600

`: 555735`: 27786.75

Cost of 1000 mm wide belt conveyor per Rm :20 m length of conveyor assumed.a. Str steel frame 9.00 t @ 0.45 t / m @ `: 59000 / tonne `: 531000b. Bolts and nuts @ 5% `: 26550

Cost per RmTotal cost for 20 m

19

BASIC DATA

c. Idler rollers @ 45 kg / m @ `: 150000 / tonne `: 135000d. Return rollers @ 15 kg / m @ `: 150000 / tonne `: 45000e. Bearings for rollers 72 Nos @ `: 1080 / each `: 77760f. Drums 4 Nos @ `: 21600 / each `: 86400g. Bearings for drums 8 Nos @ `: 1800 / each `: 14400h. Plummer blocks 2 Nos @ `: 9000 / each `: 18000i. Sundries LS `: 3600

`: 937710`: 46885.5

a. Capital cost of Conveyor system ( excluding cost of belts ) :600 mm width conveyor 150 m @ `: 27786.75 / Rm `: 41680131000 mm width conveyor 150 m @ `: 46885.5 / Rm `: 7032825Electric motors 5 hp 3 No ( 1 spare ). @ `: 18000 / Each `: 54000Electric motors 10 hp 11 Nos ( 1 spare ) @ `: 27000 / Each `: 297000Electric motors 15 hp 6 Nos ( 1 spare ) @ `: 43200 / Each `: 259200Gear boxes 16 Nos @ `: 43200 / Each `: 691200Pipe lines / sprayers / Transfer points etc LS `: 180000Controls / Switches / Cables and misc LS `: 108000Total cost of Conveyor system `: 12790238

b. Hire charges of Conveyor system per hour :( excluding cost of belts / energy / crew )Capital cost of plant `: 12790238Life of plant in hours : 30000Life of plant in years : 15Yearly usage in hours ( life in hours / life in years ) : 2000Maintenance and repair charges @ : 100 percent of capital costMiscellaneous charges @ : 10 percent of repair chargesSalvage value : 10%Rate of interest per annum : 11%Insurance charges on av. Capital cost per annum : 1%Av. Capital cost ( 15+1) x 12790238 / 2 / 15 `: 6821460Depreciation of plant / hour 0.9 x 12790238 / 30000 `: 383.71Interest on av. Capital cost / hr 0.11 x 6821460 / 2000 `: 375.18Maintenance & repair charges / hr 1 x 12790238 / 30000 `: 426.34Miscellaneous charges / hr 0.10 x 426.34 `: 42.63Insurance on av capital cost / hr 0.01 x 6821460 / 2000 `: 34.11

`: 1261.97say `: 1262.00

c. Fuel / Energy charges per hour :Requirement of electric power :5 hp motors 2 No. ( 2 x 5 x 0.746 ) : 7.4610 hp motors 10 Nos. ( 10 x 10 x 0.746 ) : 74.6015 hp motors 5 Nos. ( 5 x 15 x 0.746 ) : 55.95Controls & Miscellaneous LS : 2.00

: 140.01 say : 140 Kwhr

Energy charges / hour for 140 Kwhr @ `: 6.70 / Kwhr `: 938.00Add for oil and lubricants @ 20% `: 187.6

`: 1125.60say `: 1126.00

Total energy charges / hour

Total hire charges / hour excluding energy & crew charges

Cost per RmTotal cost for 20 m

20

BASIC DATA

d. Crew charges :Operator conveyor 6 Nos. @ `: 190.50 / day `: 1143.00Helper Conveyor 3 Nos. @ `: 183.50 / day `: 550.50

`: 1693.50Hourly Crew charges = Yearly wages / Yearly usase of plant in hrs

( 26 x 12 x 1693.50 / 2000 ) `: 264.19say `: 264.00

3 Sprayer system for washing aggregates :a. Hire charges per hour :

Capital cost of 2 pumps / pipes & sprayers @ `: 91500 / Each `: 183000Life of plant in hours : 20000Life of plant in years : 12Yearly usage in hours ( life in hours / life in years ) : 1667Salvage value : 10%Maintenance and repair charges @ : 70 percent of capital costMiscellaneous charges @ : 10 percent of repair chargesRate of interest per annum : 11%Insurance charges on av. Capital cost per annum : 1%Av. Capital cost ( 12+1) x 183000 / 2 / 12 `: 99125Depreciation of plant / hour 0.9 x 183000 / 20000 `: 8.235Interest on av. Capital cost / hr 0.11 x 99125 / 1667 `: 6.54Maintenance & repair charges / hr 0.70 x 183000 / 20000 `: 6.405Miscellaneous charges / hr 0.10 x 6.41 `: 0.64Insurance on av capital cost / hr 0.01 x 99125 / 1667 `: 0.59Total hire charges / hour excluding energy & crew charges `: 22.42

say `: 22.00b. Fuel / Energy charges per hour :

Energy requirement for 2 x 20 hp motor in Kwhr ( 2 x 20 x 0.746 ) : 29.84 say : 30.00

Energy charges / hour @ `: 6.70 / Kwhr `: 201.00Add for oil and lubricants @ 20% `: 40.2

Total energy charges / hour `: 241.20say `: 241.00

c. Crew charges per hour :Operator pump 1 No. @ `: 186.00 / day `: 186.00Hourly Crew charges = Yearly wages / Yearly usase of plant in hours = 26 x 12 x 186.00 / 1667 `: 34.81

say `: 34.80

4 Total capital cost of aggregate crushing & processing system :Crusher system with all accessories `: 9985200Conveyor system with all accessories `: 12790238Water sprayer system with all accessories `: 183000

Total `: 22958438

5 Use rate of materials :a. Use rate of Jaw plates :

Cost of 900 x 500 mm jaw plates @ `: 120600 / set `: 120600Life of jaw plates in hours : 700

21

BASIC DATA

Use rate of jaw plates / set / hour ( Cost / life ) `: 172.29Cost of 500 x 300 mm jaw plates @ `: 49700 / set `: 49700Life of jaw plates in hours : 700Use rate of jaw plates / set / hour ( Cost / life ) `: 71.00Cost of 400 x 225 mm jaw plates @ `: 34400 / set `: 34400Life of jaw plates in hours : 700Use rate of jaw plates / set / hour ( Cost / life ) `: 49.14

b. Use rate of aggregate processing screens :Cost of screens:Screen for scalper screen deck 1 No. @ `: 72000 / Each `: 72000Screen for single vib. Deck 1 No @ `: 72000 / Each `: 72000Screen for triple vib. Deck 2 No. @ `: 135000 / Each `: 270000

Total `: 414000Add for repairs @ 25% `: 103500Less salvage value @ 10% ( - ) `: -41400

`: 476100Life of screens in hours : 3000Use rate of screens / hour `: 158.70

c. Use rate of Conveyor belts :Cost of 600 mm wide belt 330 m @ `: 2110 / Rm `: 696300Cost of 1000 mm wide belt 330 m @ `: 3290 / Rm `: 1085700Life of belt in hours : 5000Use rate of 600 mm wide belt / hour ( Cost / life ) `: 139.26Add repair charges @ 25% `: 34.82Less salvage value @ 10% ( - ) `: -13.926

Use rate per hour `: 160.15Use rate of 1000 mm wide belt / hour ( Cost / life ) `: 217.14Add repair charges @ 25% `: 54.29Less salvage value @ 10% `: -21.71

Use rate per hour `: 249.71

RATE ANALYSIS UNIT: 952.00 tonneA. MATERIALS: Sl Perticulars Unit Quantity Rate Amount No. in `: in `:1 Rubble ( from quarry ) for 1120 t @ 1.6 t / cum cum 700.00 240.00 168000.02 Use rate of Jaw plates 900x500 mm Hour 16.00 172.29 2756.57

Reconditioning charges @ 10 % 275.663 Use rate of Jaw plates 500x300 mm Hour 16.00 71.00 1136.00

Reconditioning charges @ 10 % 113.604 Use rate of Jaw plates 400x225 mm Hour 32.00 49.14 1572.57

Reconditioning charges @ 10 % 157.265 Use rate of screens Hour 8.00 158.70 1269.606 Use rate of conveyor belts 1000 mm Hour 8.00 249.71 1997.697 Use rate of conveyor belts 600 mm Hour 8.00 160.15 1281.198 Sundries Hour 150.00 36.00 5400.00

Total `: 183960.1

Contd

22

BASIC DATA

A. MATERIALS ( Contd ) : Sl Perticulars Unit Quantity Rate Amount No. in `: in `:

ContdAdd for small Tools and Plants @ 1% `: 1839.60Add for Contractor's Profit @ 10% `: 18396.01Add for Contractor's Overheads @ 5% `: 9198.01Add for Royalty charges on rubble @ ( Included in material rate ) `: 0.00

Total cost of Materials : `: 213394

B. MACHINERY: Sl Description Unit Quantity Rate Amount No. in `: in `:1 Crusher system Hour 8.00 2027.00 16216.00

Fuel / Energy charges Hour 8.00 2251.00 18008.002 Conveyor system Hour 8.00 1262.00 10096.00

Fuel / Energy charges Hour 8.00 1126.00 9008.003 Water sprayer system Hour 8.00 22.00 176.00

Fuel / Energy charges Hour 8.00 241.00 1928.004 Sundries LS 150.00 36.00 5400.00

Total `: 60832.00Add for small Tools and Plants @ 1% `: 608.32Add for Contractor's Profit on DPOL / Energy @ 10% `: 3434.40Add for Contractor's Overheads @ 5% `: 3041.60

Total hire charges of Machinery : `: 67916

C. LABOUR: Sl Description Unit Quantity Rate Amount No. in `: in `:1 Crew for Crusher system Hour 8.00 314.00 2512.002 Crew for Conveyor system Hour 8.00 264.00 2112.003 Crew for water sprayer system Hour 8.00 34.80 278.404 Khalasis Day 10.00 188.00 1880.005 Heavy mazdoor Day 20.00 173.00 3460.00

Total `: 10242.40Add for small Tools and Plants @ 1% `: 102.42Add for Contractor's Profit @ 10% `: 1024.24Add for Hidden cost on Labour @ 15% `: 1536.36Add for additional Hidden cost on Labour @ 5% `: 512.12Add for Contractor's Overheads @ 5% `: 512.12

Total cost of Labour : `: 13930

ABSTRACT:A. Cost of Materials `: 213394B. Hire charges of Machinery `: 67916C. Cost of Labour `: 13930

Total `: 295240Add for transportaion / erection / dismantling cost @ 12 % of total capital cost

( 952 x 0.12 x 22958438 / 472500 ) `: 5551Cost of Electric sub-station ( as per annexure ) @ 4.80% `: 14172

23

BASIC DATA

Cost of Civil works of plant @ 4.00% `: 11810Add for General enabling works and maintenance @ 2.00% `: 5905Total cost of crushed aggregate for 952.00 tonne `: 332676

Assuming about 70 percent mass concrete using 80 mm down coarse aggregate, about 25 percentstructural concrete using 40 mm down coarse aggregate and about 5 percent structural concrete using 20 mm down coarse aggregate, the approximate crushing pattern of the crusher system and cost distribution are assumed as under :

Crushing pattern and Cost distribution :Crushed aggregate size range 80 to 40 mm size range40 to 20 mm size range20 to 10 mm size range10 to 4.75 mm size range

Unit rates for coarse aggregate :

80 to 40 mm size range per tonne 0.19 x 332676 / 267 `: 236.74 per cum 236.74 x 1.4 `: 331.0040 to 20 mm size range per tonne 0.31 x 332676 / 314 `: 328.44 per cum 328.44 x 1.4 `: 460.0020 to 10 mm size range per tonne 0.30 x 332676 / 238 `: 419.34 per cum 419.34 x 1.5 `: 629.0010 to 4.75 mm size range per tonne 0.20 x 332676 / 133 `: 500.27 per cum 500.27 x 1.6 `: 800.00

ITEM : Cost of production of coarse aggregate using 10 t / hr rated capacity Jaw crusher.

DATA : For small and medium works where 40 mm down and 20 mm down size aggregates aregenerally used for concrete works small jaw crushers are suitable for production of requiredquantity of coarse aggregate.

Rated output of 400 x 225 mm Jaw crusher / hour : 10 tonneOutput for combined job & management efficiency of 70 % : 7 tonneNet output considering 50 min / hr working ( 7 x 50 / 60 ) : 5.83 tOutput per shift of 8 hours ( 8 x 5.83 ) say : 47 tonneConsidering 15% dust / wastage / rejection etc net aggregate output say : 40 tonneConsider 400 x 225 mm Jaw crusher with 40 t aggregate output / shift for analysis.Output of crusher in tonnes for 5 years at 5 t / hr ( 5 x 1333 x 5 ) : 33325

a. Hire charges of plant :Capital cost of crusher including motor `: 455300Life of plant in hours : 20000Life of plant in years : 15Yearly usase of plant ( life in hrs / life in yrs ) : 1333Salvage value of plant : 10%Maintenance and repair charges @ : 200 percent of capital costMiscellaneous charges @ : 10 percent of repair charges

Production / Shift in t267

23814%

30%

952

% Crushing pattern

33%25%

100%20%

314

% Cost distribution28%

31%19%

133100%

24

BASIC DATA

Rate of interest per annum : 11%Insurance charges on av. Capital cost per annum : 1%Av. Capatil cost ( 15+1) x 455300 / 2 / 15 `: 242827Depreciation charges / hour 0.90 x 455300 / 20000 `: 20.4885Interest on av. Capital cost / hr 0.11 x 242827 / 1333 `: 20.03Maintenance & repairs / hour 2 x 455300 / 20000 `: 45.53Miscellaneous charges / hour 0.10 x 45.53 `: 4.55Insurance on av capital cost / hr 0.01 x 242827 / 1333 `: 1.82

Total hire charges / hour `: 92.43say `: 92.00

b. Fuel / Energy charges :Electric energy for motor 25 hp 25 x 0.746 x 6.70 `: 124.96Oil / Lubricants @ 20 % `: 24.99

Total Fuel / Energy charges / hour `: 149.95say `: 150.00

c. Crew charges :Wages of Operator per day `: 190.50Wages of Helper per day `: 183.50

Total `: 374.00Hourly wages of operating crew = Daily wages x 26 x 12 / Yearly usase of plant = 26 x 12 x 374.00 / 1333 `: 87.50

Total capital cost of crusher and screen :Crusher with all accessories `: 455300Screen with all accessories `: 43200

Total `: 498500d. Use rate of materials :

Cost 1 set Jaw plates 400 x 225 mm `: 34400Life of Jaw plates in hours 700Use rate of Jaw plates per hour with 10 % salvage value `: 44.23Cost of revolving screen `: 43200Life of screen in hours 3000Use rate of Screen per hour with 10 % salvage value `: 12.96

RATE ANALYSIS UNIT: 40.00 tonneA. MATERIALS: Sl Perticulars Unit Quantity Rate Amount No. in `: in `:1 Rubble ( from quarry ) for 47 t @ 1.6 t / cum cum 29.50 240.00 7080.002 Use rate of Jaw plates hour 8.00 44.23 353.83

Reconditioning charges @ 10% 35.383 Use rate of screen hour 8.00 12.96 103.684 Sundries LS 10.00 36.00 360.00

Total `: 7932.89Add for small Tools and Plants @ 1% `: 79.33Add for Contractor's Profit @ 10% `: 793.29Add for Contractor's Overheads @ 5% `: 396.64Add for Royalty charges on rubble @ ( Included in material rate ) `: 0.00

Total cost of Materials : `: 9202.15

25

BASIC DATA

B. MACHINERY: Sl Description Unit Quantity Rate Amount No. in `: in `:1 Jaw crusher 400 x 225 mm Hour 8.00 92.00 736.00

Fuel / Energy charges Hour 8.00 150.00 1200.002 Sundries LS 10.00 36.00 360.00

Total `: 2296.00Add for small Tools and Plants @ 1% `: 22.96Add for Contractor's Profit on DPOL / Energy @ 10% `: 156.00Add for Contractor's Overheads @ 5% `: 114.80

Total hire charges of Machinery : `: 2589.76

C. LABOUR: Sl Description Unit Quantity Rate Amount No. in `: in `:1 Crew for Jaw crusher Hour 8.00 87.50 700.002 For breaking over size rubble

Stone breaker Day 2.00 188.00 376.003 For feeding rubble to crusher

Heavy mazdoor Day 5.00 173.00 865.00Light mazdoor Day 5.00 171.50 857.50

4 For collecting & stacking CA and dustHeavy mazdoor Day 5.00 173.00 865.00Light mazdoor Day 5.00 171.50 857.50

5 For refeeding over size CA & other worksLight mazdoor Day 2.00 171.50 343.00

Total `: 4864.00Add for small Tools and Plants @ 1% `: 48.64Add for Contractor's Profit @ 10% `: 486.40Add for Hidden cost on Labour @ 15% `: 729.60Add for Contractor's Overheads @ 5% `: 243.20

Total cost of Labour : `: 6371.84

ABSTRACT:A. Cost of Materials including royalty charges `: 9202.15B. Hire charges of Machinery `: 2589.76C. Cost of Labour `: 6371.84

Total `: 18163.75Add for transportation / erection / dismantling of crusher unitat 12 % of capital cost including screen 0.12 x40x 498500 / 33325 `: 71.80Add for Civil works of plant @ 0.50% `: 90.82Add for general enabling works and maintenance @ 0.25% `: 45.41Add for Power supply arrangement (as per annexure) @ 4.80% `: 871.86 Total cost for 40.00 tonne `: 19243.64Crushing pattern and Cost distribution :Crushed aggregate size range 40 to 20 mm size range20 to 10 mm size range10 to 4.75 mm size range

1250%

% Cost distributionProduction / Shift in t

40 100%20%

20

08

42%32%30%26%

100%

% Crushing pattern

26

BASIC DATA

Unit rates for coarse aggregate :40 to 20 mm size range per tonne 0.42 x 19243.64 / 20 `: 404.12 per cum 404.12 x 1.4 `: 566.0020 to 10 mm size range per tonne 0.32 x 19243.64 / 12 `: 513.16 per cum 513.16 x 1.5 `: 770.0010 to 4.75 mm size range per tonne 0.26 x 19243.64 / 8 `: 625.42 per cum 625.42 x 1.6 `: 1001.00

Average cost of production of Coarse aggregate :For the purpose of inclusion in Schedule of rates, the average of rates obtained for use of largecrusher and small crusher systems are considered. The average rates obtained are as under :

80 to 40 mm size range per cum `: 331.0040 to 20 mm size range per cum `: 513.0020 to 10 mm size range per cum `: 700.0010 to 4.75 mm size range per cum `: 901.00

Annexure to Aggregate crushing:

Provision for Electric sub-station / Demand charges / Lighting crusher yard for aggregatecrushing and processing plant.

DATA : Generally, contracts provide for arranging HT / LT electric power line within about 1 km distancefrom work site by the department. From this bulk supply point, laying of further transmission lines,erection of sub-station, erection of distribution lines and other arrangements for power supply tovarious installations will be the responsibility of the contractor requiring electric power for works.

Estimation of electric power load for aggregate crushing and processing plant :Crusher system : 375 hpConveyor system for processing aggregates : 180 hpFabrication / Repair / Maintenance units : 15 hp

Total `: 570 hpRequirement of power in Kw ( 570 x 0.746 ) : 425.22Add for reserve capacity @ 5% : 21.26

Total `: 446.48Capacity of sub-station required with 0.85 power factor = 446.48 / 0.85 ( say ) : 500 kVAFor working out demand charges sanctioned power requirement is assumed to vary from 500 KVA during working season and 250 KVA during mansoon months for 4 yearsand 250 kVA throughout the year for 1 year ( initial and final stages of work ).Average monthly demand for electric power for 5 years is considered @ : 400 KVAConsider 2 Transformers of 250 KVA including 1 spare unit during low demand period.

Hire charges of transformers :Capital cost of transformer 250 KVA `: 305900Life of plant in years 15Salvage value of plant 10%Maintenance and repair charges @ : 25 percent of capital costMiscellaneous charges @ : 10 percent of repair chargesRate of interest per annum : 11%Insurance charges on av. Capital cost per annum : 1%

27

BASIC DATA

Av. Capatil cost ( 15 + 1) x 305900 / 2 / 15 `: 163147Depreciation charges / month 0.9 x 305900 / 15 / 12 `: 1530Int on av. Capital cost / month 0.11 x 163147 / 12 `: 1496Maintenance & repairs / month 0.25 x 305900 / 15 / 12 `: 425Miscellaneous charges / month 0.10 x 425 `: 42Ins on av Capital cost / month 0.01 x 163147 / 12 `: 136

Total hire charges / month `: 3628Hire charges of other sub-station equipments & distribution lines:HT / LT Circuit breaker 3 Nos @ `: 80000 `: 240000Poles with fixtures 10 Nos @ `: 5500 `: 55000HT / LT Line conductor 1 km @ `: 31470 `: 31470Other accessories / controls / junctions LS `: 54000

Total `: 380470Life of sub-station equipments : 15 yearsSalvage value : 10 percentMaintenance and repair charges @ : 25 percent of capital costMiscellaneous charges @ : 10 percent of repair chargesRate of interest per annum : 11%Insurance charges on av. Capital cost per annum : 1%Average capital cost ( 15+1 ) x 380470 / 15 / 2 `: 202917Depreciation charges / year 0.90 x 380470 / 15 `: 22828Interest on av. Capital cost / yr 0.11 x 202917 `: 22321Maintenance & repairs / year 0.25 x 380470 / 15 `: 6341Miscellaneous charges / year 0.10 x 6341 `: 634Insurance on av capital cost / yr 0.01 x 202917 `: 2029

Total hire charges / year `: 54154Use rates of Cables & Fittings:PVC armoured cable 70 sqmm 500 m @ `: 400 / Rm `: 200000PVC armoured cable 25 sqmm 500 m @ `: 215 / Rm `: 107500PVC armoured cable 16 sqmm 1000 m @ `: 150 / Rm `: 150000PVC arm.cable 10 sqmm & below 2000 m @ `: 110 / Rm `: 220000Miscellaneous fittings / switches etc LS `: 18000

Total `: 695500Assume use of cables for 5 years with 25 percent salvage value.Use rate of cables per year with 25 % salvage value `: 104325Cost of Lighting plant area :As aggregate crushing and processing works are generally carried out during day shifts no specificprovision is made for lighting plant area. However, some lumpsum provision is made as 'Sundries'.

RATE ANALYSIS UNIT: 1.00 No.A. MATERIALS: for 472500 t CA Sl Perticulars Unit Quantity Rate Amount No. in `: in `:1 Use rate of cables Year 5.00 104325.0 5216252 Sundries ( tapes / bulbs & other consumeables ) LS 250.00 36.00 9000

Total `: 530625Add for small Tools and Plants @ 1% `: 5306Add for Contractor's Profit @ 10% `: 53063Add for Contractor's Overheads @ 5% `: 26531

Total cost of Materials : `: 615525

28

BASIC DATA

B. MACHINERY: Sl Description Unit Quantity Rate Amount No. in `: in `:1 Sub-station equipments Year 5.00 54153.56 2707682 Transformer 250 KVA 2 Nos. Month 120.00 3628.31 4353983 Demand charges for 5 years: @ av 400 KVA / month

at 85 % PF ( 400x5x12x0.85 ) KVA 20400.00 190.00 38760004 Sundries ( lighting sub-station / crushing plant etc) LS 1000.00 36.00 36000

Total `: 4618165Add for small Tools and Plants @ 1% `: 46182Add for Contractor's Profit on DPOL / Energy @ 10% `: 391200Add for Contractor's Overheads @ 5% `: 230908

Total hire charges of Machinery : `: 5286455

C. LABOUR: Sl Description Unit Quantity Rate Amount No. in `: in `:1 Electrician 1 Nos. x 5 x 12 x 26 days Day 1560.00 185.50 2893802 Heavy mazdoor 1 Nos x 5 x 12 x 26 days Day 1560.00 173.00 269880

Total `: 559260Add for small Tools and Plants @ 1% `: 5593Add for Contractor's Profit @ 10% `: 55926Add for Hidden cost on Labour @ 15% `: 83889Add for additional Hidden cost on Labour @ 5% `: 27963Add for Contractor's Overheads @ 5% `: 27963

Total cost of Labour : `: 760594

D. ENABLING WORKS:1 Fensing for sub-station 100 Rm and shed @ `: 900.00 / Rm `: 900002 Civil works for foundations / pedastals / duct etc LS `: 72000

Total `: 162000Add interest for 2.5 years 0.11 x 2.50 x 162000 `: 44550Deduct salvage value on fensing @ 25% 0.25 x 90000 ( - ) `: -22500

Total `: 184050ABSTRACT:A. Cost of Materials `: 615525B. Hire charges of Machinery `: 5286455C. Cost of Labour `: 760594D. Cost of enabling works `: 184050

Total `: 6846624Add for transportion / erection / dismantling @ 12% `: 119072.4Total cost of sub-station for crushing ( 472500 t CA ) 1.00 No. `: 6965696Cost of electric sub-station for 952 tonnes `: 14035Basic cost of aggregate production for 952 tonnes ( as per data rate for CA ) `: 295240Cost of electric sub-station and distribution lines including demand chargeson power supply as percentage value of basic cost of aggregate production :

( 14035 x 100 / 295240 ) : 4.75% say : 4.80%

29

BASIC DATA

ITEM : Collection cost of sand ( unscreened ) :

DATA : Output of 1 heavy & 2 light mazdoor / day for collection : 3.0 cumConsider 100 cum unscreened sand for analysis.Consider 1 heavy and 2 light mazdoors for cleaning and disposal of top silty material in quarry.Density of sand per cum assumed : 1.65 t

RATE ANALYSIS UNIT: 100.00 cumA. MATERIALS: Sl Perticulars Unit Quantity Rate Amount No. in `: in `:1 NIL 0.00 0.00 0.00

0.00 0.00 0.00Total `: 0.00

Add for small Tools and Plants @ 1% `: 0.00Add for Contractor's Profit @ 10% `: 0.00Add for Contractor's Overheads @ 5% `: 0.00Add Royalty charges for 165 t @ `: 30.00 / tonne `: 4950.00


B. MACHINERY:Sl Description Unit Quantity Rate Amount

No. in `: in `:1 NIL 0.00 0.00 0.00

0.00 0.00 0.00Total `: 0.00

Add for small Tools and Plants @ 1% `: 0.00Add for Contractor's Profit on DPOL / Energy @ 10% `: 0.00Add for Contractor's Overheads @ 5% `: 0.00


C. LABOUR:Sl Description Unit Quantity Rate Amount

No. in `: in `:1 Maistry Day 1.00 185.50 185.502 Heavy mazdoor Day 34.00 173.00 5882.003 Light mazdoor Day 68.00 171.50 11662.00



ABSTRACT:A. Cost of Materials including royalty charges `: 4950.00B. Hire charges of Machinery `: 0.00C. Cost of Labour `: 23225.65 Total cost for 100.00 cum `: 28175.65

`: 282.00Rate per cum

30

BASIC DATA

ITEM : Collection cost of sand ( screened ) :

DATA : Output of 1 heavy & 2 light mazdoor / day for collection : 3.0 cumOutput of 1 heavy mazdoor / day for screening : 5.0 cumPebbles & other waste materials in unscreened sand assumed : 5 percentConsider 100 cum screened sand for analysis.Density of sand per cum assumed : 1.65 tQuantity of unscreened sand required for 100 cum screened sand : 175.00 t

RATE ANALYSIS UNIT: 100.00 cumA. MATERIALS: Sl Perticulars Unit Quantity Rate Amount No. in `: in `:1 Sand screen LS 5.00 36.00 180.00

0.00 0.00 0.00Total `: 180.00

Add for small Tools and Plants @ 1% `: 1.80Add for Contractor's Profit @ 10% `: 18.0Add for Contractor's Overheads @ 5% `: 9.00Add Royalty charges for 175 t @ `: 30.00 / tonne `: 5250.00


B. MACHINERY: Sl Description Unit Quantity Rate Amount No. in `: in `:1 NIL 0.00 0.00 0.00

0.00 0.00 0.00Total `: 0.00

Add for small Tools and Plants @ 1% `: 0.00Add for Contractor's Profit on DPOL / Energy @ 10% `: 0.00Add for Contractor's Overheads @ 5% `: 0.00


C. LABOUR: Sl Description Unit Quantity Rate Amount No. in `: in `:1 For collection

Maistry Day 1.00 185.50 185.50Heavy mazdoor Day 34.00 173.00 5882.00Light mazdoor Day 68.00 171.50 11662.00

2 For screeningMaistry Day 1.00 185.50 185.50Heavy mazdoor for screening sand Day 21.00 173.00 3633.00Light mazdoor for heaping screened / waste sand Day 6.00 171.50 1029.00



31

BASIC DATA

ABSTRACT:A. Cost of Materials including royalty charges `: 5458.80B. Hire charges of Machinery `: 0.00C. Cost of Labour `: 29575.87 Total cost for 100.00 cum `: 35034.67

`: 350.00Rate per cum

32

BASIC DATA

2012-13

SCHEDULE OF RATES FOR THE YEAR :

HIRE CHARGES


FOR

MACHINERY AND EQUIPMENT

33

BASIC DATA

34

BASIC DATA

2012-13

Sl Description of machinery Capital Wages of Wages of No. cost in `. Operator Helper

C `. / Day `. / Day1 Agitator car / Transit mixer 2 cum 1867900 192.50 183.50

Tyres and tubes 6 sets 91800 --- ---2 Agitator car / Transit mixer 4 cum 2182000 192.50 183.50

Tyres and tubes 6 sets 91800 --- ---3 Air compressor 5 cmm ( electric ) 465400 190.50 183.504 Air compressor 7 cmm ( diesel ) 674600 190.50 183.505 Air compressor 7 cmm ( electric ) 593300 190.50 183.506 Air compressor 8.5 cmm ( diesel ) 818400 190.50 183.507 Air compressor 8.5 cmm ( electric ) 728200 190.50 183.508 Air compressor 15 cmm ( electric ) 1100000 190.50 183.509 Angle Dozer 90 hp 3793500 200.50 183.5010 Batching plant 6 cum / hr 1403900 190.50 183.5011 Batching plant 15 cum / hr 3267700 190.50 183.5012 Batching plant 50 cum / hr 5426000 190.50 183.5013 Bending machine 3000 x 12 mm 503300 196.00 183.5014 Concrete bucket 1.5 cum 40800 --- ---15 Concrete hand mixer 45 / 30 ltr 29800 --- ---16 Concrete mixer 300 / 200 ( diesel ) 120100 190.50 183.5017 Concrete mixer 300 / 200 ltr ( electric ) 110700 190.50 183.5018 Concrete mixer 600 / 400 ( diesel ) 242600 190.50 183.5019 Concrete mixer 600 / 400 ltr ( electric ) 222600 190.50 183.5020 Concrete paver 100 sqm / hr 1922000 190.50 183.5021 Concrete pump 25 cum / hour 3180000 188.00 183.5022 Convey mucker 3203300 190.50 183.50

Tyres and tubes 6 sets 91800 --- ---23 Core drilling machine 893400 190.50 183.5024 Diesel generating set 30 KVA 463500 190.50 183.5025 Diesel generating set 50 KVA 728700 190.50 183.5026 Diesel Loco 45 hp 1358600 192.50 183.5027 Dewatering pump 5 hp ( diesel ) 27500 186.00 ---28 Dewatering pump 5 hp ( electric ) 23300 186.00 ---29 Dewatering pump 10 hp ( diesel ) 46000 186.00 ---30 Dewatering pump 10 hp ( electric ) 40600 186.00 ---31 Dewatering pump 20 hp ( diesel ) 111100 186.00 ---32 Dewatering pump 20 hp ( electric ) 91500 186.00 ---33 Drilling jumbo 1050600 192.50 183.50

Tyres and tubes 6 sets 91800 --- ---34 Dumper 4.5 cum 1098000 192.50 183.50 Tyres and tubes 6 sets 105570 --- ---

35 Geophysical Electric resistivity meter 309000 --- ---36 Grouting pump 81800 187.00 183.5037 Guniting / sand blast equipment 220100 187.00 183.50

HIRE CHARGES OF MACHINERY AND EQUIPMENTS

REFERENCE DATA ON CAPITAL COST & WAGES OF CREW

FOR THE YEAR :

35

BASIC DATA

Sl Description of machinery Capital Wages of Wages of No. cost in `. Operator Helper

C `. / Day `. / Day

38 Ice plant & accessories 30 t / day 1893100 190.50 183.5039 Jack hammer 47800 188.00 183.5040 Mobile crane 8 t ( pick & carry ) 1099000 192.50 185.50

Tyres and tubes 6 sets 91800 --- ---41 Mobile crane 25 t ( revolving ) 17293700 192.50 185.50

Tyres and tubes 6 sets 91800 --- ---42 Needle vibrator 40 mm ( petrol ) 20900 186.00 183.5043 Needle vibrator 40 mm ( electric ) 18500 186.00 183.5044 Needle vibrator 60 mm ( petrol ) 23600 186.00 183.5045 Needle vibrator 60 mm ( electric ) 21000 186.00 183.5046 Pile boring rig with accessories 4017000 200.50 183.5047 Planing machine 4 m stroke 597400 196.00 183.5048 Plate shearing machine upto 12 mm 644200 196.00 183.5049 Pneumatic placer 0.5 cum 464800 190.50 ---50 Pneumatic tamper 49800 188.00 183.5051 Pug cutting machine 41700 --- ---52 Pusher leg 33200 --- ---53 Road roller diesel 10 t 1013500 190.00 183.5054 Shovel 0.50 cum 75 hp 2791300 200.50 183.5055 Shovel 0.85 cum 110 hp 4617500 200.50 183.5056 Spinning machine 502600 196.00 183.5057 Stationery derric crane 515000 --- ---58 Tipper 5 cum 881100 192.50 183.50

Tyres and tubes 6 sets 91800 --- ---59 Tipping tub 1.5 cum 115400 --- ---60 Tower crane 5 tonne 8827100 200.50 183.5061 Transformer 250 KVA 305900 --- ---62 Truck 10 t 876000 192.50 185.50

Tyres and tubes 6 sets 91800 --- ---63 Upright drilling machine 47400 196.00 ---64 Ventilation fan 20 hp 134900 186.00 ---65 Vibrating plate compactor ( diesel ) 123600 188.00 183.5066 Vibratory pad foot roller 8 t 2557500 192.00 183.5067 Waggon drill 768900 188.00 183.5068 Water tanker 8000 ltr 867800 192.50 185.50

Tyres and tubes 6 sets 91800 --- ---69 Welding transformer 36400 --- ---70 Winch 35 hp ( electric ) 292500 192.50 183.50

1 Rate of interest I : % /annum : 11.002 Road tax for Tipper / Truck t : per annum `: 11560.003 Insurance charges p : % /annum : 1.00

OTHER DATA FOR WORKING OUT HIRE CHARGES

36

BASIC DATA

4 Diesel : per litre `: 46.655 Petrol : per litre `: 80.006 Lubricating oil : per litre `: 220.007 Tyres & tubes for Tipper / Truck : per set `: 15300.008 Electric energy (Category:HT-2B) : per kwhr `: 6.709 Salvage value (as percentage of capital cost) s : % : 10.00

2012-13

Sl Unit Hire Fuel CrewNo. charge charge Charge

in `: in `: in `:1 3 4 5 6

1 Agitator car / Transit mixer 2 cum ( including tyres ) Hour 662.00 706.00 117.302 Agitator car / Transit mixer 4 cum ( including tyres ) Hour 752.00 706.00 117.303 Air compressor 5 cmm ( electric ) Hour 71.00 202.00 72.904 Air compressor 7 cmm ( diesel ) Hour 171.00 577.00 93.405 Air compressor 7 cmm ( electric ) Hour 90.00 270.00 72.906 Air compressor 8.5 cmm ( diesel ) Hour 208.00 722.00 93.407 Air compressor 8.5 cmm ( electric ) Hour 111.00 337.00 72.908 Air compressor 15 cmm ( electric ) Hour 111.00 750.00 77.809 Angle Dozer 90 hp Hour 1189.00 494.00 99.8010 Batching plant 6 cum / hr Hour 134.00 150.00 140.0011 Batching plant 15 cum / hr Hour 312.00 270.00 140.0012 Batching plant 50 cum / hr Hour 518.00 330.00 140.0013 Bending machine Hour 40.00 90.00 59.2014 Concrete bucket 1.5 cum Hour 12.00 7.00 ---15 Concrete hand mixer 45 / 30 ltr Hour 11.00 4.00 ---16 Concrete mixer 300 / 200 ltr ( diesel ) Hour 43.00 64.00 97.2017 Concrete mixer 300 / 200 ltr ( electric ) Hour 39.00 30.00 97.2018 Concrete mixer 600 / 400 ltr ( diesel ) Hour 87.00 128.00 97.2019 Concrete mixer 600 / 400 ltr ( electric ) Hour 79.00 60.00 97.2020 Concrete paver 100 sqm / hr Hour 290.00 22.00 186.7021 Concrete pump 25 cum / hour Hour 938.00 360.00 72.4022 Convey mucker ( including tyres ) Hour 692.00 209.00 77.8023 Core drilling machine Hour 259.00 192.00 116.7024 Diesel generating set 30 KVA Hour 62.00 513.00 58.3025 Diesel generating set 50 KVA Hour 97.00 770.00 58.3026 Diesel loco 45 hp Hour 245.00 433.00 73.3027 Dewatering pump 5 hp ( diesel ) Hour 7.00 64.00 46.4028 Dewatering pump 5 hp ( electric ) Hour 3.00 30.00 34.80

FOR THE YEAR :

2

HIRE / FUEL / CREW CHARGES OF MACHINERY

Description of machinery

OTHER DATA FOR WORKING OUT HIRE CHARGES ( Contd )

37

BASIC DATA

Sl Unit Hire Fuel CrewNo. charge charge Charge

in `: in `: in `:1 3 4 5 6

29 Dewatering pump 10 hp ( diesel ) Hour 12.00 128.00 46.4030 Dewatering pump 10 hp ( electric ) Hour 5.00 60.00 34.8031 Dewatering pump 20 hp ( diesel ) Hour 28.00 257.00 46.4032 Dewatering pump 20 hp ( electric ) Hour 11.00 120.00 34.8033 Drilling jumbo ( including tyres ) Hour 346.00 35.00 78.2034 Dumper 5 cum ( including tyres ) Hour 512.00 323.00 93.8035 Geophysical Electric resistivity meter Hour 64.00 --- ---36 Grouting pump Hour 20.00 30.00 115.6037 Guniting / sand blasting equipment Hour 87.00 11.00 96.3038 Ice plant with accessories 30 t / day Hour 141.00 945.00 58.3039 Jack hammer Hour 15.00 7.00 144.9040 Mobile crane 8 t ( pick & carry ) ( including tyres ) Hour 385.00 577.00 98.3041 Mobile crane 25 t ( revolving ) ( including tyres ) Hour 3930.00 1604.00 94.3042 Needle vibrator 40 mm ( petrol ) Hour 8.00 22.00 69.2043 Needle vibrator 40 mm ( electric ) Hour 7.00 6.00 69.2044 Needle vibrator 60 mm ( petrol ) Hour 9.00 33.00 69.2045 Needle vibrator 60 mm ( electric ) Hour 8.00 9.00 69.2046 Pile boring rig with accessories Hour 1075.00 1155.00 99.8047 Planing machine 4 m stroke Hour 90.00 90.00 94.7048 Plate shearing machine upto 12 mm Hour 64.00 120.00 59.2049 Pneumatic placer 0.5 cum Hour 137.00 4.00 37.1050 Pneumatic tamper Hour 12.00 7.00 115.9051 Pug cutting machine Hour 17.00 3.00 ---52 Pusher leg Hour 8.00 4.00 ---53 Road roller diesel 10 t Hour 235.00 577.00 93.2054 Shovel 0.50 cum 75 hp Hour 747.00 385.00 99.8055 Shovel 0.85 cum 110 hp Hour 1235.00 706.00 99.8056 Spinning machinr Hour 40.00 90.00 59.2057 Stationery derric crane 5 t Hour 68.00 11.00 ---58 Tipper 5 cum ( including tyres ) Hour 290.00 242.00 73.3059 Tipping tub 1.5 cum Hour 31.00 11.00 ---60 Tower crane 5 tonne Hour 1024.00 156.00 79.9061 Transformer 250 KVA Month 3628.00 --- ---62 Truck 10 t ( including tyres ) Hour 289.00 242.00 73.7063 Upright drilling machine / Grinding machine Hour 19.00 30.00 76.4064 Ventilation fan 20 hp ( twin ) Hour 6.00 120.00 12.0065 Vibrating plate compactor ( Diesel ) Hour 56.00 64.00 115.9066 Vibratory pad foot roller 8 t Hour 1164.00 834.00 117.2067 Waggon drill Hour 223.00 11.00 115.9068 Water tanker 8000 ltr ( including tyres ) Hour 287.00 242.00 73.7069 Welding transformer Hour 12.00 72.00 ---70 Winch 35 hp ( electric ) Hour 101.00 210.00 117.30

2


HIRE / FUEL / CREW CHARGES OF MACHINERY ( Contd )

38

BASIC DATA

Notes:1 Hire charges include depriciation, interest, repair charge, miscellaneous charge, insurance, road

tax wherever applicable.

2 Fuel charges include cost of diesel / petrol / electric power as applicable and oil / lubricants and other miscellaneous charges.

3 Crew charges include wages of operator and helper on hourly basis.

4 For batching plants and mechanical concrete paver 2 Operators and 2 Helpers are considered for working out hourly Crew charges.

5 Hire / Fuel / Crew charges are exclusive of provisions towards small T & P, profit, overheads andhidden cost on operating crew. Profit shall be considered only on fuel charges and operating crew charges.

Note:: 1. Life and repair charges are as per CWC guide lines. 2. For plant / machinery for which standard data is not available, life and repair provisions are assumed based on the standard data for similar type plant / equipment. 3. For transport machinery the wear and tear of tyre / tube sets depends on various parameters. The working life of tyre / tube sets is worked out for each type of machinery duly considering appropriate parameters applicable for the type of work they are normally deployed. Working life of tyre and tube set = Rated life of tyre x parameters affecting life of tyre. Rated life of tyre and tube set : 6000 hoursParameters affecting life of tyre ( based on CWC guide-lines ):a. Maintenance - ( all transport machinery ) : Average : 1.00b. Maximum speed - ( agitator/dumper/mucker/jumbo) : 30 km / hour : 1.00 - ( Other transport machinery ) : 45 km / hour : 0.80c. Curves - ( all transport machinery ) : Severe ( single wheels ) : 0.80d. Surface - ( Agitator / Dumper / Mucker / Jumbo ) : Blasted rock : : 0.60 - ( Other transport machinery ) : Mud ordinary and blasted rock : 0.75e. Load - ( all transport machinery ) : Full load / 10% over load : 1.00f. Wheel position - ( all transport machinery ) : Rear dump : 0.80g. Grades - ( all transport machinery ) : 15 % maximum : 0.70h. Miscellaneous - ( agitator/dumper/mucker/jumbo) : Very unfavourable : 0.60 - ( Other transport machinery ) : Unfavourable : 0.80

Note: For agitator / dumper / mucker / jumbo surface is assumed as blasted rock. For other transport machinery surface is assumed as 75 % mud road and 25 % rocky surface.

( 0.75 x 0.80 + 0.25 x 0.60 ) = 0.75Working life of tyre for Agitator / Mucker / Dumper = 6000x1.0x1.0x0.80x0.60x1.0x0.8x0.7x0.6

: 967.68 hours say : 950 hoursWorking life of tyre for other transport machinery = 6000x1.0x0.8x0.8x0.75x1.0x0.8x0.7x0.8

: 1290.24 hours say : 1300 hours

HIRE / FUEL / CREW CHARGES OF MACHINERY ( Contd )

( FOR WORKING OUT HIRE CHARGES ) STANDARD DATA FOR MACHINERY

39

BASIC DATA

Sl Description of machinery Life in Life in Repair Type DutyNo. years hours cost % C Factor Factor

n h r c1 c2

1 Agitator car / Transit mixer 2 cum 10 10000 120 0.50 1.00Tyres and tubes 6 sets 1 950 25 --- ---

2 Agitator car / Transit mixer 4 cum 10 10000 120 0.50 1.00Tyres and tubes 6 sets 1 950 25 --- ---

3 Air compressor 5 cmm ( electric ) 10 16000 80 1.00 0.754 Air compressor 7 cmm ( diesel ) 8 10000 100 1.00 0.755 Air compressor 7 cmm ( electric ) 10 16000 80 1.00 0.756 Air compressor 8.5 cmm ( diesel ) 8 10000 100 1.00 0.757 Air compressor 8.5 cmm ( electric ) 10 16000 80 1.00 0.758 Air compressor 15 cmm ( electric ) 20 30000 80 1.00 1.009 Angle Dozer 90 hp 10 12000 200 0.57 0.7510 Batching plant 6 cum / hr 18 30000 75 1.00 1.0011 Batching plant 15 cum / hr 18 30000 75 1.00 1.0012 Batching plant 50 cum / hr 18 30000 75 1.00 1.0013 Bending machine 15 30000 50 1.00 1.0014 Concrete bucket 1.5 cum 3 5000 25 1.00 1.0015 Concrete hand mixer 45 / 30 ltr 5 6000 80 1.00 1.0016 Concrete mixer 300 / 200 ltr ( diesel ) 5 6000 80 1.00 1.0017 Concrete mixer 300 / 200 ltr ( electric ) 5 6000 80 1.00 1.0018 Concrete mixer 600 / 400 ltr ( diesel ) 5 6000 80 1.00 1.0019 Concrete mixer 600 / 400 ltr ( electric ) 5 6000 80 1.00 1.0020 Concrete paver 100 sqm / hr 16 20000 100 1.00 1.0021 Concrete pump 25 cum / hour ( electric ) 5 8000 100 1.00 1.0022 Convey mucker 10 15000 100 0.58 1.00

Tyres and tubes 6 sets 1 950 25 --- ---23 Core drilling machine 8 8000 80 1.00 1.0024 Diesel generating set 30 KVA 10 20000 100 1.00 1.0025 Diesel generating set 50 KVA 10 20000 100 1.00 1.0026 Diesel Loco 45 hp 10 16000 120 1.00 0.7527 Dewatering pump 5 hp ( diesel ) 8 10000 100 1.00 1.0028 Dewatering pump 5 hp ( electric ) 12 20000 70 1.00 1.0029 Dewatering pump 10 hp ( diesel ) 8 10000 100 1.00 1.0030 Dewatering pump 10 hp ( electric ) 12 20000 70 1.00 1.0031 Dewatering pump 20 hp ( diesel ) 8 10000 100 1.00 1.0032 Dewatering pump 20 hp ( electric ) 12 20000 70 1.00 1.0033 Drilling jumbo 8 12000 100 0.30 0.10

Tyres and tubes 6 sets 1 950 25 --- ---34 Dumper 4.5 cum 8 10000 175 0.30 0.70

Tyres and tubes 6 sets 1 950 25 --- ---35 Geophysical electric resistivity meter 5 10000 75 1.00 1.0036 Grouting pump 10 10000 80 1.00 1.0037 Guniting / sand blasting equipment 5 6000 100 1.00 1.0038 Ice plant & accessories 30 t / day 20 40000 75 1.00 0.75

STANDARD DATA FOR MACHINERY ( Contd )

40

BASIC DATA

Sl Life in Life in Repair Type DutyNo. years hours cost % C Factor Factor

n h r c1 c2

39 Jack hammer 10 8000 80 1.00 1.0040 Mobile crane 8 t ( pick & carry ) 10 12000 150 0.50 1.00

Tyres and tubes 6 sets 1 1300 25 --- ---41 Mobole crane 25 t ( revolving ) 12 15000 150 0.50 1.00

Tyres and tubes 6 sets 1 1300 25 --- ---42 Needle vibrator 40 mm ( petrol ) 3 5000 70 1.00 0.5043 Needle vibrator 40 mm ( electric ) 3 5000 70 1.00 0.5044 Needle vibrator 60 mm ( petrol ) 3 5000 70 1.00 0.5045 Needle vibrator 60 mm ( electric ) 3 5000 70 1.00 0.5046 Pile boring rig with accessories 10 12000 150 1.00 1.0047 Planing machine 4 m stroke 16 20000 100 1.00 1.0048 Plate shearing machine 15 30000 100 1.00 1.0049 Pneumatic placer 0.5 cum 5 8000 100 1.00 1.0050 Pneumatic tamper 10 10000 80 1.00 1.0051 Pug cutting machine 10 8000 150 1.00 1.0052 Pusher leg 10 10000 80 1.00 1.0053 Road roller diesel 10 t 8 10000 80 1.00 1.0054 Shovel 0.50 cum 75 hp 10 12000 150 0.50 0.8055 Shovel 0.85 cum 110 hp 10 12000 150 0.50 1.0056 Spinning machine 15 30000 50 1.00 1.0057 Stationery derric crane 10 16000 50 1.00 1.0058 Tipper 5 cum 10 16000 175 0.30 0.70

Tyres and tubes 6 sets 1 1300 25 --- ---59 Tipping tub 1.5 cum 5 8000 80 1.00 1.0060 Tower crane 5 tonne 20 30000 120 1.00 1.0061 Transformer 250 KVA 15 --- 25 1.00 1.0062 Truck 10 t 10 16000 175 0.30 0.70 Tyres and tubes 6 sets 1 1300 25 --- ---

63 Upright drilling machine 10 8000 150 1.00 1.0064 Ventilation fan 20 hp 12 58000 80 1.00 1.0065 Vibrating plate compactor ( diesel ) 8 8000 200 1.00 1.0066 Vibratory pad foot roller 8 t 8 8000 200 1.00 1.0067 Waggon drill 8 8000 80 1.00 1.0068 Water tanker 8000 ltr 10 16000 175 0.30 0.70

Tyres and tubes 6 sets 1 1300 25 --- ---69 Welding set 10 8000 100 0.50 1.0070 Winch 35 hp ( electric ) 8 8000 120 1.00 1.00

STANDARD DATA FOR MACHINERY ( contd )


41

BASIC DATA

2012-13

Capital cost of machinery / equipment : CSalvage value of machinery / equipment ( as percentage of capital cost ) : sRate of interest per annum : ILife of machinery / equipment in years : nLife of machinery / equipment in hours : hAverage capital cost C x ( n + 1 ) / 2 n : C'Repair charges ( as percentage of capital cost ) : rInsurance premium per annum ( as percentage of average capital cost ) : pRoad tax per annum ( considered only for tipper / truck ) : tDepreciation charges / hour : ( 1 - Salvage value / 100 ) x Capital cost / life in hours Interest charges / hour : Av.Capital cost x Rate of interest x life in years / life in hours / 100Repair charges / hour : Repair provision x Capital cost / life in hours / 100Miscellaneous charges / hour : ( as percentage of repair charges ) : 10%Insurance charges : ( Av. capital cost x % premium per annum / 100 ) x Life in years / Life in hoursRoad tax ( considered only for tipper / truck ) : Annual tax x Life in years / Life in hours

Sl Description of machinery Depreciation Interest Repair Misce. Ins+Rdtax TotalNo. (1-s/100)*C/ h C'*I*n/h/100 r*C / h/100 r*C/ h/1000 C'*p*n/h/100

+ t*n/hin `: in `: in `: in `: in `: in `:

1 Agitator truck mounted 2 cum 168.11 113.01 224.15 22.41 10.27 538.00 Tyres and tubes 6 sets 86.97 10.63 24.16 2.42 --- 124.002 Agitator truck mounted 4 cum 196.38 132.01 261.84 26.18 12.00 628.00

Tyres and tubes 6 sets 86.97 10.63 24.16 2.42 --- 124.003 Air compressor 5 cmm (ele) 26.18 17.60 23.27 2.33 1.60 71.004 Air compressor 7 cmm (diesel) 60.71 33.39 67.46 6.75 3.04 171.005 Air compressor 7 cmm (ele) 33.37 22.43 29.67 2.97 2.04 90.006 Air compressor 8.5 cmm diesel 73.66 40.51 81.84 8.18 3.68 208.007 Air compressor 8.5 cmm (ele) 40.96 27.54 36.41 3.64 2.50 111.008 Air compressor 15 cmm (ele) 33.00 42.35 29.33 2.93 3.85 111.009 Angle Dozer 90 hp 284.51 191.26 632.25 63.23 17.39 1189.0010 Batching plant 6 cum / hr 42.12 48.90 35.10 3.51 4.45 134.0011 Batching plant 15 cum / hr 98.03 113.82 81.69 8.17 10.35 312.0012 Batching plant 50 cum / hr 162.78 189.01 135.65 13.57 17.18 518.0013 Bending machine 15.10 14.76 8.39 0.84 1.34 40.0014 Concrete bucket 1.5 cum 7.34 1.80 2.04 0.20 0.16 12.0015 Concrete hand mixer 45/30 ltr 4.47 1.64 3.97 0.40 0.15 11.0016 Concrete mixer 300/200(diesel) 18.02 6.61 16.01 1.60 0.60 43.0017 Concrete mixer 300/200 (ele) 16.61 6.09 14.76 1.48 0.55 39.0018 Concrete mixer 600/400(diesel) 36.39 13.34 32.35 3.23 1.21 87.0019 Concrete mixer 600/400 (ele ) 33.39 12.24 29.68 2.97 1.11 79.0020 Concrete paver 100 sqm/ hr 86.49 89.85 96.10 9.61 8.17 290.0021 Concrete pump 25 cum / hour 357.75 131.18 397.50 39.75 11.93 938.00

FOR THE YEAR :

RATE ANALYSIS FOR HIRE CHARGES OF MACHINERY ( EXCLUDING FUEL & CREW )

42

BASIC DATA

Sl Description of machinery Depreciation Interest Repair Misce. Ins+Rdtax TotalNo. (1-s/100)*C/ h C'*I*n/h/100 r*C/ h/100 r*C/ h/1000 C'*p*n/h/100


22 Convey mucker 192.20 129.20 213.55 21.36 11.75 568.00 Tyres and tubes 6 sets 86.97 10.63 24.16 2.42 --- 124.00

23 Core drilling machine 100.51 55.28 89.34 8.93 5.03 259.0024 Diesel generating set 30 KVA 20.86 14.02 23.18 2.32 1.27 62.0025 Diesel generating set 50 KVA 32.79 22.04 36.44 3.64 2.00 97.0026 Diesel Loco 45 hp 76.42 51.37 101.90 10.19 4.67 245.0027 Dewatering pump 5 hp (diesel) 2.48 1.36 2.75 0.28 0.12 7.0028 Dewatering pump 5 hp (electric) 1.05 0.83 0.82 0.08 0.08 3.0029 Dewatering pump 10 hp (diesel) 4.14 2.28 4.60 0.46 0.21 12.0030 Dewatering pump 10 hp (ele) 1.83 1.45 1.42 0.14 0.13 5.0031 Dewatering pump 20 hp (diesel) 10.00 5.50 11.11 1.11 0.50 28.0032 Dewatering pump 20 hp (ele) 4.12 3.27 3.20 0.32 0.30 11.0033 Drilling jumbo 78.80 43.34 87.55 8.76 3.94 222.00

Tyres and tubes 6 sets 86.97 10.63 24.16 2.42 --- 124.0034 Dumper 4.5 cum 98.82 54.35 192.15 19.22 4.94 369.00 Tyres and tubes 6 sets 100.01 12.22 27.78 2.78 --- 143.00

35 Geophysical resistivity meter 27.81 10.20 23.18 2.32 0.93 64.0036 Grouting pump 7.36 4.95 6.54 0.65 0.45 20.0037 Guniting/Sand blast equipment 33.02 12.11 36.68 3.67 1.10 87.0038 Ice plant & accessories 30t/day 42.59 54.66 35.50 3.55 4.97 141.0039 Jack hammer 5.38 3.61 4.78 0.48 0.33 15.0040 Mobile crane 8 t ( pick & carry ) 82.43 55.41 137.38 13.74 5.04 294.00

Tyres and tubes 6 sets 63.55 7.77 17.65 1.77 --- 91.0041 Mobile crane 25 t ( revolving ) 1037.62 824.33 1729.37 172.94 74.94 3839.00

Tyres and tubes 6 sets 63.55 7.77 17.65 1.77 --- 91.0042 Needle vibrator 40 mm (petrol) 3.76 0.92 2.93 0.29 0.08 8.0043 Needle vibrator 40 mm (ele) 3.33 0.81 2.59 0.26 0.07 7.0044 Needle vibrator 60 mm (petrol) 4.25 1.04 3.30 0.33 0.09 9.0045 Needle vibrator 60 mm (ele) 3.78 0.92 2.94 0.29 0.08 8.0046 Pile boring rig 301.28 202.52 502.13 50.21 18.41 1075.0047 Planing machine 4 m stroke 26.88 27.93 29.87 2.99 2.54 90.0048 Plate shearing machine 19.33 18.90 21.47 2.15 1.72 64.0049 Pneumatic placer 0.5 cum 52.29 19.17 58.10 5.81 1.74 137.0050 Pneumatic tamper 4.48 3.01 3.98 0.40 0.27 12.0051 Pug cutting machine 4.69 3.15 7.82 0.78 0.29 17.0052 Pusher leg 2.99 2.01 2.66 0.27 0.18 8.0053 Road roller diesel 10 t 91.22 50.17 81.08 8.11 4.56 235.0054 Shovel 0.50 cum 75 hp 209.35 140.73 348.91 34.89 12.79 747.0055 Shovel 0.85 cum 110 hp 346.31 232.80 577.19 57.72 21.16 1235.0056 Spinning machine 15.08 14.74 8.38 0.84 1.34 40.0057 Stationery derric crane 5 t 28.97 19.47 16.09 1.61 1.77 68.00

RATE ANALYSIS FOR HIRE CHARGES ( contd )

43

BASIC DATA

Sl Description of machinery Depreciation Interest Repair Misce. Ins+Rdtax TotalNo. (1-s/100)*C/ h C'*I*n/h/100 r*C/ h/100 r*C/ h/1000 C'*p*n/h/100


58 Tipper 5 cum 49.56 33.32 96.37 9.64 10.25 199.00Tyres and tubes 6 sets 63.55 7.77 17.65 1.77 --- 91.00

59 Tipping tub 1.5 cum 12.98 4.76 11.54 1.15 0.43 31.0060 Tower crane 5 tonne 264.81 339.84 353.08 35.31 30.89 1024.0061 Transformer 250 KVA 1529.50 1495.51 424.86 42.49 135.96 3628.0062 Truck 10 t 49.28 33.12 95.81 9.58 10.24 198.00

Tyres and tubes 6 sets 63.55 7.77 17.65 1.77 --- 91.0063 Upright drilling machine 5.33 3.58 8.89 0.89 0.33 19.0064 Ventilation fan 20 hp 2.09 1.66 1.86 0.19 0.15 6.0065 Vibrating plate compactor 13.91 7.65 30.90 3.09 0.70 56.0066 Vibratory pad foot roller 8 t 287.72 158.25 639.38 63.94 14.39 1164.0067 Waggon drill 86.50 47.58 76.89 7.69 4.33 223.0068 Water tanker 8000 ltr 48.81 32.81 94.92 9.49 10.21 196.00

Tyres and tubes 6 sets 63.55 7.77 17.65 1.77 --- 91.0069 Welding set 4.10 2.75 4.55 0.46 0.25 12.0070 Winch 35 hp (electric) 32.91 18.10 43.88 4.39 1.65 101.00

2012-13

Diesel engine powered machinery :Diesel consumption ( in ltr / hr ) : 0.220 x FHP x c1 x c2Provision for Oil & Lubricants : 25 percent of fuel charges

Electric motor powered machinery :Energy consumption ( in kwhr / hr ) : 0.746 x BHP x c1 x c2Provision for Oil & Lubricants : 20 percent of energy charges

Note : 1. BHP / FHP are horse power rating of plant / equipment. 2. c1 and c2 are type and duty factors ( refer standard data table for values of c1 and c2 ). 3. For equipments like jack hammer / Waggon drill / Pneumatic tamper / Pusher leg etc., provision is made for lubricants on lumpsum basis.

Sl Description of machinery FHP / BHP Diesel Ele power Fuel/power Lubricant/ TotalNo. of machine ltr / hour kwhr / hr charges/hr oil / hour

in `: in `: in `:

1 Agitator car/Transit mixer 2cum 110.00 12.10 --- 564.47 141.12 706.002 Agitator car/Transit mixer 4cum 110 12.10 --- 564.47 141.12 706.00

FOR THE YEAR :

RATE ANALYSIS FOR HIRE CHARGES ( contd )

RATE ANALYSIS FOR FUEL CHARGES OF MACHINERY

44

BASIC DATA

Sl Description of machinery FHP / BHP Diesel Ele power Fuel/power Lubricant/ TotalNo. of machine ltr / hour kwhr / hr charges/ hr oil / hour

in `: in `: in `:

3 Air compressor 5 cmm(electric) 45.00 --- 25.18 168.69 33.74 202.004 Air compressor 7 cmm (diesel) 60.00 9.90 --- 461.84 115.46 577.005 Air compressor 7 cmm (ele) 60.00 --- 33.57 224.92 44.98 270.00

6 Air compressor 8.5 cmm(diesel) 75.00 12.38 --- 577.29 144.32 722.007 Air compressor 8.5 cmm ( ele ) 75.00 --- 41.96 281.15 56.23 337.00

8 Air compressor 15 cmm ( ele ) 125.00 --- 93.25 624.78 124.96 750.009 Angle Dozer 90 hp 90.00 8.46 --- 394.87 98.72 494.0010 Batching plant 6 cum / hr 25.00 --- 18.65 124.96 24.99 150.0011 Batching plant 15 cum / hr 45.00 --- 33.57 224.92 44.98 270.0012 Batching plant 50 cum / hr 55.00 --- 41.03 274.90 54.98 330.0013 Bending machine 15.00 --- 11.19 74.97 14.99 90.0014 Concrete bucket 1.5 cum --- --- --- --- 6.60 7.0015 Concrete hand mixer 45/30 ltr --- --- --- --- 4.40 4.0016 Concrete mixer 300/200 (diesel) 5.00 1.10 --- 51.32 12.83 64.0017 Concrete mixer 300/200 ltr (ele) 5.00 --- 3.73 24.99 5.00 30.0018 Concrete mixer 600/400 (diesel) 10.00 2.20 --- 102.63 25.66 128.0019 Concrete mixer 600/400 ltr (ele) 10.00 --- 7.46 49.98 10.00 60.0020 Concrete paver 100 sqm/ hr --- --- --- --- 22.00 22.0021 Concrete pump 25 cum / hour 60.00 --- 44.76 299.89 59.98 360.0022 Convey mucker 60.00 --- 25.96 173.94 34.79 209.0023 Core drilling machine 15.00 3.30 --- 153.95 38.49 192.0024 Diesel generating set 30 KVA 40.00 8.80 --- 410.52 102.63 513.0025 Diesel generating set 50 KVA 60.00 13.20 --- 615.78 153.95 770.0026 Diesel Loco 45 hp 45.00 7.43 --- 346.38 86.59 433.0027 Dewatering pump 5 hp (diesel) 5.00 1.10 --- 51.32 12.83 64.0028 Dewatering pump 5 hp (electric) 5.00 --- 3.73 24.99 5.00 30.0029 Dewatering pump 10 hp (diesel) 10.00 2.20 --- 102.63 25.66 128.0030 Dewatering pump 10 hp (ele) 10.00 --- 7.46 49.98 10.00 60.0031 Dewatering pump 20 hp (diesel) 20.00 4.40 --- 205.26 51.32 257.0032 Dewatering pump 20 hp (ele) 20.00 --- 14.92 99.96 19.99 120.0033 Drilling jumbo 90.00 0.59 --- 27.71 6.93 35.0034 Dumper 4.5 cum 120.00 5.54 --- 258.63 64.66 323.0035 Geophysical resistivity meter --- --- --- --- 0.00 0.0036 Grouting pump 5.00 --- 3.73 24.99 5.00 30.0037 Guniting/Sand blast equipment --- --- --- --- 11.00 11.0038 Ice plant & accessories30 t/day 210.00 --- 117.50 787.22 157.44 945.0039 Jack hammer --- --- --- --- 6.60 7.0040 Mobile crane 8 t ( pick & carry ) 90.00 9.90 --- 461.84 115.46 577.0041 Mobile crane 25 t ( revolving ) 125.00 27.50 1282.88 320.72 1604.0042 Needle vibrator 40 mm (petrol) 2.00 0.22 --- 17.6 4.4 22.0043 Needle vibrator 40 mm (ele) 2.00 --- 0.75 5.00 1.00 6.0044 Needle vibrator 60 mm (petrol) 3.00 0.33 --- 26.40 6.60 33.0045 Needle vibrator 60 mm (ele) 3.00 --- 1.12 7.50 1.50 9.00

RATE ANALYSIS FOR FUEL CHARGES ( contd )

45

BASIC DATA

Sl Description of machinery FHP / BHP Diesel Ele power Fuel/power Lubricant/ TotalNo. of machine ltr / hour kwhr / hr charges/ hr oil / hour

in `: in `: in `:

46 Pile boring rig 90.00 19.80 923.67 230.92 1155.0047 Planing machine 4 m stroke 15.00 --- 11.19 74.97 14.99 90.0048 Plate shearing machine 20.00 --- 14.92 99.96 19.99 120.0049 Pneumatic placer 0.5 cum --- --- --- --- 4.40 4.0050 Pneumatic tamper --- --- --- --- 6.60 7.0051 Pug cutting machine 0.50 --- 0.37 2.50 0.50 3.0052 Pusher leg --- --- --- --- 4.40 4.0053 Road roller diesel 10 t 45.00 9.9 --- 461.84 115.46 577.0054 Shovel 0.50 cum 75 hp 75.00 6.6 --- 307.89 76.97 385.0055 Shovel 0.85 cum 110 hp 110.00 12.1 --- 564.47 141.12 706.0056 Spinning nachine 15.00 --- 11.19 74.97 14.99 90.0057 Stationery derric crane --- --- --- --- 11.00 11.0058 Tipper 5 cum 90.00 4.16 --- 193.97 48.49 242.0059 Tipping tub 1.5 cum --- --- --- --- 11.00 11.0060 Tower crane 5 tonne 26.00 --- 19.40 129.95 25.99 156.0061 Transformer 250 KVA --- --- --- --- --- 0.0062 Truck 10 t 90.00 4.16 --- 193.97 48.49 242.0063 Upright drilling machine 5.00 --- 3.73 24.99 5.00 30.0064 Ventilation fan 20 hp 20.00 --- 14.92 99.96 19.99 120.0065 Vibrating plate compactor 5.00 1.10 --- 51.32 12.83 64.0066 Vibratory pad foot roller 8 t 65.00 14.30 --- 667.10 166.77 834.0067 Waggon drill --- --- --- --- 11.00 11.0068 Water tanker 8000 ltr 90.00 4.16 --- 193.97 48.49 242.0069 Welding set --- --- 9.00 60.30 12.06 72.0070 Winch 35 hp (electric) 35.00 --- 26.11 174.94 34.99 210.00

2012-13

For the purpose of working out wages of crew on hourly basis the daily wages are converted to yearly wages by multiplying the daily wages with ( 26 days x 12 months). The yearly wages arethen divided by yearly usage of machinery in hours to get hourly wages of operating crew.Yearly usage of machinery in hours = Life of machinery in hours / Life of machinery in yearsExample: Operating crew charges for Air compressor ( diesel ) :Operator compressor per day `: 190.50Helper compressor per day `: 183.50Life of Air compressor ( diesel ) in hours : 10000Life of Air compressor ( diesel ) in years : 8

RATE ANALYSIS FOR OPERATING CREW CHARGES

RATE ANALYSIS FOR FUEL CHARGES ( contd )

FOR THE YEAR :

46

BASIC DATA

Yearly usage of Air compressor in hours ( 10000 / 8 ) : 1250Yearly wages of Operator compressor = ( 26 x 12 x Daily wages ) `: 59436.00Yearly wages of Helper compressor = ( 26 x 12 x Daily wages ) `: 57252.00Total yearly operating crew charges for Air compressor ( diesel ) `: 116688.00Hourly operating crew charges= ( yearly crew charges / yearly usage of machinery) `: 93.35

Rounded off to `: 93.40

Sl Description of machinery No. of No. of Yearly HourlyNo. Operator Helper Operator Helper usage of Crew

machinery Chargesin `: in `: in hours in `:

1 Agitator car/Transit mixer 2cum 1 1 60060.00 57252.00 1000 117.302 Transit concrete mixer 4 cum 1 1 60060.00 57252.00 1000 117.303 Air compressor 5 cmm (ele) 1 1 59436.00 57252.00 1600 72.904 Air compressor 7 cmm (diesel) 1 1 59436.00 57252.00 1250 93.405 Air compressor 7 cmm (ele) 1 1 59436.00 57252.00 1600 72.906 Air compressor 8.5 cmm diesel 1 1 59436.00 57252.00 1250 93.407 Air compressor 8.5 cmm ( ele ) 1 1 59436.00 57252.00 1600 72.908 Air compressor 15 cmm ( ele ) 1 1 59436.00 57252.00 1500 77.809 Angle Dozer 90 hp 1 1 62556.00 57252.00 1200 99.8010 Batching plant 6 cum / hr 2 2 118872.0 114504.0 1667 140.0011 Batching plant 15 cum / hr 2 2 118872.0 114504.0 1667 140.0012 Batching plant 50 cum / hr 2 2 118872.0 114504.0 1667 140.0013 Bending machine 1 1 61152.00 57252.00 2000 59.2014 Concrete bucket 1.5 cum --- --- --- --- --- ---15 Concrete hand mixer 45/30 ltr --- --- --- --- --- ---16 Concrete mixer 300/200 (diesel) 1 1 59436.00 57252.00 1200 97.2017 Concrete mixer 300/200 ltr (ele) 1 1 59436.00 57252.00 1200 97.2018 Concrete mixer 600/400 (diesel) 1 1 59436.00 57252.00 1200 97.2010 Concrete mixer 600/400 ltr (ele) 1 1 59436.00 57252.00 1200 97.2020 Concrete paver 100 sqm / hr 2 2 118872.0 114504.0 1250 186.7021 Concrete pump 25 cum / hour 1 1 58656.00 57252.00 1600 72.4022 Convey mucker 1 1 59436.00 57252.00 1500 77.8023 Core drilling machine 1 1 59436.00 57252.00 1000 116.7024 Diesel generating set 30 KVA 1 1 59436.00 57252.00 2000 58.3025 Diesel generating set 50 KVA 1 1 59436.00 57252.00 2000 58.3026 Diesel Loco 45 hp 1 1 60060.00 57252.00 1600 73.3027 Dewatering pump 5 hp (diesel) 1 --- 58032.00 --- 1250 46.4028 Dewatering pump 5 hp (ele) 1 --- 58032.00 --- 1667 34.8029 Dewatering pump 10 hp (diesel) 1 --- 58032.00 --- 1250 46.4030 Dewatering pump 10 hp (ele) 1 --- 58032.00 --- 1667 34.8031 Dewatering pump 20 hp (diesel) 1 --- 58032.00 --- 1250 46.4032 Dewatering pump 20 hp (ele) 1 --- 58032.00 --- 1667 34.8033 Drilling jumbo 1 1 60060.00 57252.00 1500 78.2034 Dumper 4.5 cum 1 1 60060.00 57252.00 1250 93.80

RATE ANALYSIS FOR CREW CHARGES ( contd )

Total Yearly wages

47

BASIC DATA

Sl Description of machinery No. of No. of Yearly HourlyNo. Operator Helper Operator Helper usage of Crew

machinery Chargesin `: in `: in hours in `:

35 Geophysical resistivity meter --- --- --- --- --- ---36 Grouting pump 1 1 58344.00 57252.00 1000 115.6037 Guniting/Sand blast equipment 1 1 58344.00 57252.00 1200 96.3038 Ice plant & accessories30 t/day 1 1 59436.00 57252.00 2000 58.3039 Jack hammer 1 1 58656.00 57252.00 800 144.9040 Mobile crane 8 t ( pick & carry ) 1 1 60060.00 57876.00 1200 98.3041 Mobile crane 25 t ( revolving ) 1 1 60060.00 57876.00 1250 94.3042 Needle vibrator 40 mm (petrol) 1 1 58032.00 57252.00 1667 69.2043 Needle vibrator 40 mm (ele) 1 1 58032.00 57252.00 1667 69.2044 Needle vibrator 60 mm (petrol) 1 1 58032.00 57252.00 1667 69.2045 Needle vibrator 60 mm (ele) 1 1 58032.00 57252.00 1667 69.2046 Pile boring rig 1 1 62556.00 57252.00 1200 99.8047 Planing machine 4 m stroke 1 1 61152.00 57252.00 1250 94.7048 Plate shearing machine 1 1 61152.00 57252.00 2000 59.2049 Pneumatic placer 0.5 cum 1 1 59436.00 --- 1600 37.1050 Pneumatic tamper 1 1 58656.00 57252.00 1000 115.9051 Pug cutting machine --- --- --- --- --- ---52 Pusher leg --- --- --- --- --- ---53 Road roller diesel 10 t 1 1 59280.00 57252.00 1250 93.2054 Shovel 0.50 cum 75 hp 1 1 62556.00 57252.00 1200 99.8055 Shovel 0.85 cum 110 hp 1 1 62556.00 57252.00 1200 99.8056 Spinning machine 1 1 61152.00 57252.00 2000 59.2057 Stationery derric crane --- --- --- --- --- ---58 Tipper 5 cum 1 1 60060.00 57252.00 1600 73.3059 Tipping tub 1.5 cum --- --- --- --- --- ---60 Tower crane 5 tonne 1 1 62556.00 57252.00 1500 79.9061 Transformer 250 KVA --- --- --- --- --- ---62 Truck 10 t 1 1 60060.00 57876.00 1600 73.7063 Upright drilling machine 1 1 61152.00 --- 800 76.4064 Ventilation fan 20 hp 1 1 58032.00 --- 4833 12.0065 Vibrating plate compactor 1 1 58656.00 57252.00 1000 115.9066 Vibratory pad foot roller 8 t 1 1 59904.00 57252.00 1000 117.2067 Waggon drill 1 1 58656.00 57252.00 1000 115.9068 Water tanker 8000 ltr 1 1 60060.00 57876.00 1600 73.7069 Welding set --- --- --- --- --- ---70 Winch 35 hp (electric) 1 1 60060.00 57252.00 1000 117.30

RATE ANALYSIS FOR CREW CHARGES ( contd )

Total Yearly wages

48

BASIC DATA

2012-13

LEAD / LIFT CHARGES

SCHEDULE OF RATES


LOADING / UNLOADING CHARGES

FOR THE YEAR :

AND

49

BASIC DATA

50

BASIC DATA

2012-13

HIRE CHARGES OF MACHINERY: Hire Fuel CrewCharge Charge Charge

Truck 10 t per hour `: 289.00 242.00 73.70Tipper 5 cum per hour `: 290.00 242.00 73.30Water tanker 8000 ltr per hour `: 287.00 242.00 73.70Pump 5 hp diesel per hour `: 7.00 64.00 46.40

WAGES OF WORKERS: Per Day

Cement / Steel handling mazdoor `: 175.50Heavy mazdoor `: 173.00Light mazdoor `: 171.50

OTHERS :

Sundries `: 36.00

FOR THE YEAR :LEAD / LIFT / LOADING & UNLOADING CHARGES

REFERENCE DATA

51

BASIC DATA

2012-13

1 For total lead upto 150 m ( including initial lead ) lead charges by head load only shall be adoptedirrespective of mode of conveyance.

2 For total lead exceeding 150 m conveyance of materials by mechanical means only shall beadopted irrespective of mode of conveyance.

3 The rates for lead charges by head load and upto 5 km by any mode are cumulative and inclusiveof lead charges for preceding lead.Example:Lead charges for conveyance of Earth / Sand for total lead of 100 m shall be corrosponding tolead charges ' Total lead upto 100 m ' in the statement of lead charges by head load.

Lead charges for Earth / Sand for total lead of 100 m `: 32.10 / cum

Lead charges for conveyance of Earth / Sand for total lead of 4 kms shall be corrosponding to lead charges ' Beyond 3 km upto 4 km ' in the statement of lead charges by any mode.

Lead charges for Earth / Sand for total lead of 4 km `: 67.90 / cum

4 Unless otherwise specified lead charges for Earth / Sand / Gravel / Aggregates and Stones arefor loose volume and not for compacted or in-situ volume.

5 The rates for lift charges are cumulative and inclusive of rates for preceding lift.Example :Lift charges for total lift of 6 m shall be orrosponding to lift charges ' 4.50 m to 6.00 m ' in thestatement of lift charges.

Lift charges for Earth / Sand for total lift of 6 m `: 16.80 / cum

6 Lift charges are not payable where conveyance of materials is by mechanical means to final placing point.

7 Loading and unloading charges are not payable for conveyance by head load.

8 Loading charges are not payable for conveyance by mechanical means for disposal of excavatedmaterials beyond initial lead of 50 m wherever specified.

9 Loading and unloading charges are not payable for conveyance by mechanical means for disposalof excavated materials beyond initial lead of 1 km wherever specified.

10 The rates for unloading of materials except earth, sand, gravel, coarse aggregate, rubble, sizestone and cut stone are inclusive of stacking.

FOR THE YEAR :LEAD, LIFT, LOADING AND UNLOADING CHARGES FOR MOTERIALS

NOTES ON SCHEDULE OF RATES

52

BASIC DATA

2012-13

Sl Cement /No. Reinforce-

ment steel / Structu-ral steel

` / tonne1 4

1 Total lead upto 50 m (covered by item rate) initial lead

2 Total lead upto 100 m 19.20

3 Total lead upto 150 m 38.30

Notes: 1. No loading or unloading charges are admissible for conveyance by head load.2. For total lead exceeding 150 m conveyance charges for materials by mechanical means only shall be adopted irrespective of mode of conveyance.

2012-13

Sl Earth / Rubble / Cement / PCC slab/No. Sand / Size stone/ Steel / Shahbad Water

Murum / Cut stone/ Pipes / slab / B.S Gravel / Coarse AC & GI slab / CC Lime / aggregate sheets / block / Surki RCC pole Laterite /

Woodin `. / in `. / in `. / in `. / in `. /

cum cum tonne cum 1000 ltr1 3 4 5 6 7

1 Lead upto 1 km 41.40 58.40 45.60 114.60 35.10

2 Lead more than 1 km upto 2 km 50.60 67.50 51.30 128.00 40.80




6 Every km beyond 5 km upto 30 km 8.10 8.00 5.00 11.80 5.00

7 Every km beyond 30 km 7.60 7.60 4.70 11.20 4.70

FOR THE YEAR :

Coarse aggregate

( Excluding loading and unloading charges )

initial lead

Wood

Distance

2

82.40

2 5

FOR THE YEAR :

slabs / CC blocks /Surki / Size stone /( Total lead includes initial lead )

CONVEYANCE CHARGES FOR MATERIALS BY HEAD LOAD

Murrum / Lime /PCC slabs / Earth /Sand /Gravel /

` / cum

Total distance

41.20

initial lead

Laterite blocks /

3

Cut stone / Rubble /

` / cum

CONVEYANCE CHARGES FOR MATERIALS BY ANY MODE

32.10

64.20

Shahbad slabs / BS

53

BASIC DATA

2012-13

Sl Earth / Rubble / Cement / PCC slab/ WaterNo. Sand / Size stone/ Steel / Shahabad

Murum / Cut stone/ AC sheet/ slab / B.SGravel / Coarse GI sheet / slab / CCLime / aggregate RCC pole/ block /

Hume pipe Laterite / Wood

in `. / in `. / in `. / in `. / in `. /cum cum tonne cum 1000 ltr

1 3 4 5 6 7

1 Loading 54.20 64.00 59.70 56.70 16.80

2 Unloading 10.20 32.00 59.70 56.70 Gravity

Notes:1. Unloading of materials includes stacking wherever applicable.

43.08337.5

2012-13

Sl Cement /No. Reinforce-

ment steel/ Str steel/RCC pole

` / tonne1 4

1 Total lift upto 1.50 m (covered by item rate) Initial lift

2 Total lift upto 3.00 m 4.10




32

22.50

Initial lift

7.60

15.10

30.20

16.80

11.20

` / cum

22.70

5

FOR THE YEAR :

2

LIFT CHARGES FOR MATERIALS

Initial lift

aggregate` / cum

5.60

Wood

FOR THE YEAR :

( Total lift includes initial lift )

LOADING AND UNLOADING CHARGES FOR MATERIALS

Earth /Sand /Gravel /

Rubble / Coarse

Murrum/ Lime/ Surki/Size stone/Cut stone

PCC slab / Shahbadslab / CC block /

BS slab / Laterite /

Total lift

Description of item

54

BASIC DATA

I. GENERAL DATA FOR LEAD / LIFT / LOADING & UNLOADING:

a. Grouping of materials :

Construction materials can be conveyed from source of supply to the location of their use by headload or by mechanical means or a combination of both depending on the distance involved, type ofmaterial, site conditions etc. Conveyance of materials by mechanical means also requires loadingand unloading. In certain cases materials are to be lifted vertically or along a steep rampway to theplace of their use. For the purpose of working out additional lead / lift / loading and unloading charges, various construction materials / manufactured products are grouped into five categories as under :

CATEGORY - I : Earth / Sand / Murum / Gravel / Lime / Surki

In this group materials comperatively lighter in weight and the quantity of which per loading cycle can be varied to suite the manual labour or machinery for loading, unloading and coneyance areincluded. Handling of these materials is relatively easy during loading and unloading. Loading andunloading can be by manual labour or by mechanical loader. The unit of measurement for thesematerials is per cum.

CATEGORY - II : Rubble / Size stone / Cut stone / Coarse aggregate In this group the materials which are quarried / cut / crushed to required sizes and the quantity of which per loading cycle can be varied to suite manual labour or machinery for loading, unloadingand conveyance are included. These materials require more time for loading or unloading whencompared to materials grouped under Category-I. Loading or unloading can be either by manuallabour or by machinery. The unit of measurement for these materials is per cum.

CATEGORY - III : Cement / Steel / Pipes / AC & GI sheets / Packed materials / RCC poles In this group the materials in packed / rolled / fabricated condition which are heavier per load compared to the materials under Category-I and II and which can not be split into small quantities for the purpose of loading or unloading or conveyance are included. The unit ofmeasurement for these materials is per tonne.

CATEGORY - IV : PCC / Shahabad / B S slabs / CC block / Laterite / Wood In this group the materials in moulded condition / cut to standard sizes which are to be handledcarefully during loading and unloading compared to materials under Category-I and II are included.The unit of measurement for these materials is per cum.

CATEGORY - V : WaterIn this group water is included which requires container for conveyance and a pump for loading.No mazdoor or machinery is required for unloading. The unit of measurement is per 1000 ltrs.

b. Stages for lead charges :

Lead charges for conveyance of materials by head load are worked out in stages of 50 m distance on cumulative basis. First 50 m is considered as initial lead and the cost of conveyance is coveredby work item basic rate. Lead charges for coneyance by head load is limited to total lead of 150 m.

LEAD / LIFT / LOADING & UNLOADING CHARGES - DATA RATES

55

BASIC DATA

For the total lead exceeding 150 m, lead charges by any mode is proposed irrespective of mode ofconveyance.

Lead charges for conveyance of materials by any mode are worked out in stages of 1 km distance on cumulative basis upto 5 km distance. Beyond 5 km upto 30 km and beyond 30 km distance thelead charges are worked out separately on per km basis. Conveyance of materials by any moderequires loading and unloading of materials either manually or mechanically. Separate rates areworked out for loading and unloading of materials.

II. DATA FOR LEAD CHARGES BY HEAD LOAD :

For the purpose of working out conveyance charges by head load the category of materials asclassified in ( I ) above are adopted. Category V - ( Water ) is not considered for conveyance by head load.CATEGORY I : Earth / Sand / Gravel / Murrum / Lime / Surki CATEGORY II : Rubble / Cut stone / Size stone / Coarse aggregateCATEGORY III : Cement / Steel / AC & GI sheets / Pipes / Poles / Packed materialsCATEGORY IV : PCC slab / Shahabad stone slab / CC block / Laterite stone / BS slab / Wood

As the method of conveyance, approximate weight per load and time required to cover specifiedadditional distance will be generally same for materials under Category-I & II of the classificationcommon data is prepared for conveyance by head load for materials under these two categories.

FOR MATERIALS UNDER CATEGORY I & II :

Lead upto 50 m :This is initial lead and cost is covered under item basic rate.

Lead upto 100 m :Average distance to be covered beyond initial lead of 50 m : 25 mAverage speed of conveyance by head load / minute : 60 mRound trip cycle time for 25 m considering 50 min / hr working

( 2 x 25 x 60 / 50 / 60 ) : 1 minuteNo. of trips per day for additional lead ( 8 x 60 / 1 ) : 480Quantity of material by head load per load : 0.015cumQuantity of material by head load per day ( 480 x 0.015 ) say : 7.00 cumDeploy one light mazdoor for every 50 m additional lead beyond initial lead.

Unit : 7.00 cumSl Description Unit Quantity Rate Amount

No. in `: in `:1 Light mazdoor Day 1.00 171.50 171.50

0.00 0.00 0.00Total `: 171.50

Add for small Tools & Plants @ 1% `: 1.72Add for Contractor's Profit @ 10% `: 17.15Add for Hidden cost on Labour @ 15% `: 25.73Add for Contractor's Overheads @ 5% `: 8.58Total for materials under Category I or II for 7.00 cum `: 224.67 Rate per cum `: 32.10

56

BASIC DATA

Lead upto 150 m :Average distance to be covered beyond initial of 50 m : 50 mDeploy two light mazdoors for conveyance beyond initial lead.



0.00 0.00 0.00Total `: 343.00

Add for small Tools & Plants @ 1% `: 3.43Add for Contractor's Profit @ 10% `: 34.30Add for Hidden cost on Labour @ 15% `: 51.45Add for Contractor's Overheads @ 5% `: 17.15Total for materials under Category I or II for 7.00 cum `: 449.33 Rate per cum `: 64.20

FOR MATERIALS UNDER CATEGORY III :


Lead upto 100 m :Average distance to be covered beyond initial lead of 50 m : 25 mAverage speed of conveyance by head load per minute : 30 mRound trip cycle time for 25 m considering 50 min/ hr working

( 2 x 25 x 60 / 50 / 30 ) : 2 minNo. of trips per day for lead upto 100 m ( 8 x 60 / 2 ) : 240Quantity of material by head load per load : 50 kgQuantity of material by head load per day ( 240 x 50 / 1000 ) : 12 tonneDeploy one cement / steel handling mazdoor for every 50 m additional lead beyond initial lead.

Unit : 12.00 tonneSl Description Unit Quantity Rate Amount

No. in `: in `:1 Cement / Steel handling mazdoor Day 1.00 175.50 175.50

0.00 0.00 0.00Total `: 175.50

Add for small Tools & Plants @ 1% `: 1.76Add for Contractor's Profit @ 10% `: 17.55Add for Hidden cost on Labour @ 15% `: 26.33Add for Contractor's Overheads @ 5% `: 8.78Total for materials under Category III for 12.00 tonne `: 229.91 Rate per tonne `: 19.20

Lead upto 150 m :Average distance to be covered beyond initial of 50 m : 50 mDeploy two cement / steel handling mazdoors for conveyance beyond initial lead.

57

BASIC DATA

Unit : 12.00 tonneSl Description Unit Quantity Rate Amount


0.00 0.00 0.00Total `: 351.00

Add for small Tools & Plants @ 1% `: 3.51Add for Contractor's Profit @ 10% `: 35.10Add for Hidden cost on Labour @ 15% `: 52.65Add for Contractor's Overheads @ 5% `: 17.55Total for materials under Category III for 12.00 tonne `: 459.81 Rate per tonne `: 38.30

FOR MATERIALS UNDER CATEGORY IV :


Lead upto 100 m :Average distance to be covered beyond initial lead of 50 m : 25 mAverage speed of conveyance by head load per minute : 40 mRound trip cycle time for 25 m considering 50 min / hr working

( 2 x 25 x 60 / 50 / 40 ) : 1.5 minNo. of trips per day for lead upto 100 m ( 8 x 60 / 1.5 ) : 320Quantity of material by head load per load : 0.017cumQuantity of material by head load per day ( 320 x 0.017 ) say : 5.50 cumDeploy one heavy mazdoor for every 50 m additional lead beyond initial lead.


No. in `: in `:1 Heavy mazdoor Day 1.00 173.00 173.00

0.00 0.00 0.00Total `: 173.00

Add for small Tools & Plants @ 1% `: 1.73Add for Contractor's Profit @ 10% `: 17.30Add for Hidden cost on Labour @ 15% `: 25.95Add for Contractor's Overheads @ 5% `: 8.65Total for materials under Category IV for 5.50 cum `: 226.63 Rate per cum `: 41.20

Lead upto 150 m :Average distance to be covered beyond initial of 50 m : 50 mDeploy two heavy mazdoors for conveyance beyond initial lead.



0.00 0.00 0.00Total `: 346.00

Contd

58

BASIC DATA

Sl Description Unit Quantity Rate AmountNo. in `: in `:

ContdAdd for small Tools & Plants @ 1% `: 3.46Add for Contractor's Profit @ 10% `: 34.60Add for Hidden cost on Labour @ 15% `: 51.90Add for Contractor's Overheads @ 5% `: 17.30Total for materials under Category IV for 5.50 cum `: 453.26 Rate per cum `: 82.40

III. DATA FOR LEAD CHARGES BY ANY MODE :

a. For the purpose of working out conveyance charges by any mode the category of materials asclassified in ( I ) above are adopted. For the purpose of data rate analysis the following assumptions are made :

1. For materials under categories I and II truck or tipper can be deployed for conveyance. Loadingcan be either by manual labour or by mechanical loader. Unloading can be either by manual labour or by mechanical tipping arrangement. For the purpose of data rate analysis tipper with manual loading and mechanical unloading is assumed for category I and truck with manualloading and unloading is assumed for category II.

2. For materials under categories III & IV truck is considered for conveyance with loading and unloading by manual labour.

3. For material under category V water tanker is considered for conveyance with loading by running5 hp diesel pump and unloading by gravity flow.

b. Average quantity of material per load :

Materials under category - I : 5.00 cum ( approx 8 t )Materials under category - II : 5.00 cum ( approx 8 t )Materials under category - III : 8.00 tonneMaterials under category - IV : 3.40 cum ( approx 8 t )Materials under category - V : 8000.00 litres ( 8 tonne )

c. Loading and unloading time per load :

CATEGORY- I : Earth / Sand / Murum / Gravel / Lime / Surki

Loading : Manual Unloading : Mechanical tippingQuantity per load: : 5.0 cumOutput of 1 heavy and 1 light mazdoor per day for loading : 10.0 cumDeploy 7 heavy and 5 light mazdoors for loading.Output of 7 heavy and 5 light mazdoor per day for loading : 50.0 cumTime for loading 5 cum ( 480 x 5 / 50 ) : 50 minTime for unloading by mechanical tipping say : 2.5 minNumber of loads / day for loading ( 50 / 5 ) : 10

CATEGORY- II : Rubble / Size stone / Cut stone / Coarse aggregate

Loading : Manual Unloading : ManualQuantity per load: : 5.0 cum

59

BASIC DATA

Output of 1 heavy & 1 light mazdoor per day for loading : 8.0 cumDeploy 7 heavy and 5 light mazdoors for loading.Deploy 5 heavy mazdoors for unloading.Output of 12 heavy and 5 light mazdoor per day : 40.0 cumTime for loading 5 cum ( 480 x 5 / 40 ) : 60 minTime for unloading @ 50 percent of loading ( Manual ) : 30 minNumber of loads / day for loading or unloading ( 40 / 5 ) : 8

CATEGORY- III : Cement / Steel / Pipes / AC & GI sheets / Packed materials / RCC poles.

Consider loading and unloading cement. Loading : Manual Unloading : ManualQuantity per load: : 8.0 tOutput of 4 heavy mazdoor per day for loading or unloading : 16.0 tDeploy 16 heavy mazdoors for loading Deploy 16 heavy mazdoors for unloading Output of 32 heavy mazdoors per day : 64.0 tTime for loading 160 bags ( 480 x 8 / 64 ) : 60 minTime for unloading 160 bags same as loading : 60 minNumber of loads / day for loading or unloading ( 64 / 8 ) : 8

CATEGORY- IV : PCC / Shahabad / B.S slab / CC block / Laterite / Wood

Consider PCC slabs of size 550 x 550 x 55 mm Loading : Manual Unloading : ManualApproximate weight of each slab : 40.0 kgQuantity per load: : 3.4 cumNumber of slabs for 3.40 cum @ 60 slabs / cum : 200Output of 2 heavy mazdoors per day for loading @ 60 slabs / hour : 480 slabsDeploy 6 heavy mazdoors for loading Deploy 6 heavy mazdoors for unloading Output of 12 heavy mazdoors per day : 24.0 cumTime for loading 200 slabs ( 480 x 3.4 / 24 ) : 68 minTime for unloading 200 slabs same as loading : 68 minNumber of loads / day for loading or unloading ( 24/ 3.4 ) say : 7

CATEGORY- V : Water

Loading : By pumping Unloading : By gravity flowOutput of 5 hp diesel pump per minute considered : 250 ltrsTime for loading 8000 litres ( 8000 / 250 ) : 32 minTime for unloading by gravity flow @ av 150 ltr / min : 53 min

Abstract of Loading / Unloading time per load : Loading Unloading Total( considering 50 min / hr working ) in minutes in minutes in minutesCATEGORY- I ( Manual loading and mechanical unloading ) 50 2.5 52.5CATEGORY- II ( Manual loading and manual unloading ) 60 30 90CATEGORY- III ( Manual loading and manual unloading ) 60 60 120CATEGORY- IV ( Manual loading and manual unloading ) 68 68 136CATEGORY- V ( Loading by pump and unloading by gravity ) 32 53 85

60

BASIC DATA

d. Conveyance time per round trip : ( common to all categories )

Lead upto 1 km : Speed : 15 km / hr for loaded & 20 km / hr for empty conditions assumed.Turning & spotting time at loading / unloading points : 2.00 minutesRunning time for 2 km @ av. 15 & 20 km / hour : 6.90 minutes

Total : 8.90 minutesLead more than 1 km upto 2 km :Turning & spotting time at loading / unloading points : 2.00 minutesRunning time for 2 km initial lead @ av. 15 & 20 km / hour : 6.90 minutesRunning time for 2 km additional lead @ av. 30.00 km / hour : : 4.00 minutes

Total : 12.90 minutesLead more than 2 km upto 3 km :Turning & spotting time at loading / unloading points : 2.00 minutesRunning time for 2 km initial lead @ av. 15 & 20 km / hour : 6.90 minutesRunning time for 4 km additional lead @ 30.50 km / hour : 7.90 minutes



Total : 24.14 minutesLead beyond 5 km upto 30 km for every km :Running time for 2 km @ av speed of 34 km / hr : 3.53 minutes

Lead beyond 30 km for every km :Running time for 2 km @ av speed of 36 km / hr : 3.33 minutes

e. Hire charges including crew for loading / un-loading eaiting time :

1. For waiting period during loading and unloading 10 % of normal hire charge is considered as the vehicle, though engaged on the job, will be in stationery condition.2. Full crew charges are considered since operating crew will be on duty during loading and unloading waiting period.

For category- I : Earth / Sand / Gravel / Murum / Lime / Surki

Loading waiting time : 50 minutes. Unit : 5.00 cumSl Description Unit Quantity Rate Amount

No. in `: in `:1 Tipper hire charges @ 10 % ( for stationery condition) Hour 0.833 29.00 24.172 Crew charges ( full ) Hour 0.833 73.30 61.08

Total `: 85.25Add for small Tools & Plants @ 1% `: 0.85

Contd

61

BASIC DATA

Sl Description Unit Quantity Rate AmountNo. in `: in `:

ContdAdd for Contractor's Profit on Fuel & Crew charges @ 10% `: 6.11Add for Hidden cost on Crew @ 15% `: 9.16Add for Contractor's Overheads @ 5% `: 4.26Total for machinery under category I for 5.00 cum `: 105.64

For category- II : Rubble / Size stones / Cut stones / Coarse aggregate

Loading and unloading waiting time : 90 minutes. Unit : 5.00 cumSl Description Unit Quantity Rate Amount

No. in `: in `:1 Truck hire charges @ 10 % ( for stationery condition) Hour 1.500 28.90 43.352 Crew charges ( full ) Hour 1.500 73.70 110.55

Total `: 153.90Add for small Tools & Plants @ 1% `: 1.54Add for Contractor's Profit on Fuel & Crew charges @ 10% `: 11.06Add for Hidden cost on Crew @ 15% `: 16.58Add for Contractor's Overheads @ 5% `: 7.70Total for machinery under category II for 5.00 cum `: 190.77

For category- III : Cement / Steel / Pipes / RCC poles / AC & GI sheets / Packed materials

Loading and unloading waiting time : 120 minutes. Unit : 8.00 tonneSl Description Unit Quantity Rate Amount

No. in `: in `:1 Truck hire charges @ 10 % ( for stationery condition) Hour 2.000 28.90 57.802 Crew charges Hour 2.000 73.30 146.603 Sundries ( extra waiting time / tarpaulin etc ) LS 0.250 36.00 9.00

Total `: 213.40Add for small Tools & Plants @ 1% `: 2.13Add for Contractor's Profit on Fuel & Crew charges @ 10% `: 15.56Add for Hidden cost on Crew @ 15% `: 21.99Add for Contractor's Overheads @ 5% `: 10.67Total for machinery under category III for 8.00 tonne `: 263.75

For category- IV : PCC slabs / Shahabad slabs / BS slabs / CC & Laterite blocks / Wood

Loading and unloading waiting time : 136 minutes. Unit : 3.40 cumSl Description Unit Quantity Rate Amount

No. in `: in `:1 Truck hire charges @ 10 % ( for stationery condition) Hour 2.267 28.90 65.512 Crew charges Hour 2.267 73.70 167.05

Total `: 232.56Add for small Tools & Plants @ 1% `: 2.33Add for Contractor's Profit on Fuel & Crew charges @ 10% `: 16.71Add for Hidden cost on Crew @ 15% `: 25.06Add for Contractor's Overheads @ 5% `: 11.63Total for machinery under category IV for 3.40 cum `: 288.28

62

BASIC DATA

For category-V : Water

Loading and unloading waiting time : 85 minutes. Unit : 8000.00 litresSl Description Unit Quantity Rate Amount

No. in `: in `:1 Water tanker hire charges @10% (waiting period) Hour 1.417 28.70 40.662 Crew charges Hour 1.417 73.70 104.41

Total `: 145.07Add for small Tools & Plants @ 1% `: 1.45Add for Contractor's Profit on Fuel & Crew charges @ 10% `: 10.44Add for Hidden cost on Crew @ 15% `: 15.66Add for Contractor's Overheads @ 5% `: 7.25Total for machinery under category V for 8000.00 litres `: 179.87

f. Hire charges including fuel & crew for conveyance time :


For total lead upto 1 km Unit : 5.00 cumSl Description Unit Quantity Rate Amount

No. in `: in `:1 Tipper hire charges Hour 0.148 290.00 43.02

Fuel charges Hour 0.148 242.00 35.902 Crew charges Hour 0.148 73.30 10.87

Total `: 89.79Add for small Tools & Plants @ 1% `: 0.90Add for Contractor's Profit on Fuel & Crew charges @ 10% `: 4.68Add for Hidden cost on Crew @ 15% `: 1.63Add for Contractor's Overheads @ 5% `: 4.49Total for machinery under category I for 5.00 cum `: 101.48


For total lead more than 1 km upto 2 km Unit : 5.00 cumSl Description Unit Quantity Rate Amount




63

BASIC DATA
















64

BASIC DATA


For lead beyond 5 km upto 30 km for every km Unit : 5.00 cumSl Description Unit Quantity Rate Amount





For lead beyond 30 km for every km Unit : 5.00 cumSl Description Unit Quantity Rate Amount





For total lead upto 1 km Unit : 5.00 cumSl Description Unit Quantity Rate Amount

No. in `: in `:1 Truck hire charges Hour 0.148 289.00 42.87



65

BASIC DATA
















66

BASIC DATA







For lead beyond 5 km upto 30 km for every km Unit : 5.00 cumSl Description Unit Quantity Rate Amount





For lead beyond 30 km for every km Unit : 5.00 cumSl Description Unit Quantity Rate Amount




67

BASIC DATA

For category- III : Cement / Steel / Pipes / RCC poles / AC & GI sheets / Packed materialsFor category- IV : PCC slabs / Shahabad slabs / BS slabs / CC & Laterite blocks / WoodFor total lead upto 1 km For category III : Unit : 8.00 tonne

For category IV : Unit : 3.40 cumSl Description Unit Quanty Rate Amount



Total `: 89.70Add for small Tools & Plants @ 1% `: 0.90Add for Contractor's Profit on Fuel & Crew charges @ 10% `: 4.68Add for Hidden cost on Crew @ 15% `: 1.64Add for Contractor's Overheads @ 5% `: 4.48Total for machinery under category III for 8.00 tonne `: 101.40Total for machinery under category IV for 3.40 cum `: 101.40

For category- III : Cement / Steel / Pipes / RCC poles / AC & GI sheets / Packed materialsFor category- IV : PCC slabs / Shahabad slabs / BS slabs / CC & Laterite blocks / WoodFor total lead more than 1 km upto 2 km For category III : Unit : 8.00 tonne










68

BASIC DATA











For category- III : Cement / Steel / Pipes / RCC poles / AC & GI sheets / Packed materialsFor category- IV : PCC slabs / Shahabad slabs / BS slabs / CC & Laterite blocks / WoodFor lead beyond 5 km upto 30 km for every km For category lll : Unit : 8.00 tonne





69

BASIC DATA

For category- III : Cement / Steel / Pipes / RCC poles / AC & GI sheets / Packed materialsFor category- IV : PCC slabs / Shahabad slabs / BS slabs / CC & Laterite blocks / Wood

For lead beyond 30 km for every km For category III : Unit : 8.00 tonne For category IV : Unit : 3.40 cum

Sl Description Unit Quanty Rate AmountNo. in `: in `:1 Truck hire charges Hour 0.0555 289.00 16.04




For total lead upto 1 km Unit : 8000.00 LitresSl Description Unit Quanty Rate Amount

No. in `: in `:1 Water tanker hire charges Hour 0.148 287.00 42.57


Total `: 89.40Add for small Tools & Plants @ 1% `: 0.89Add for Contractor's Profit on Fuel & Crew charges @ 10% `: 4.68Add for Hidden cost on Crew @ 15% `: 1.64Add for Contractor's Overheads @ 5% `: 4.47Total for machinery under category V for 8000.00 Litres `: 101.09


For total lead more than 1 km upto 2 km Unit : 8000.00 LitresSl Description Unit Quanty Rate Amount




70

BASIC DATA
















71

BASIC DATA


For lead beyond 5 km upto 30 km for every km: Unit : 8000.00 LitresSl Description Unit Quanty Rate Amount





For lead beyond 30 km for every km: Unit : 8000.00 LitresSl Description Unit Quanty Rate Amount




g. LEAD CHARGES BY ANY MODE :

FOR CATEGORY- I : Earth / Sand / Gravel / Murum / Lime / Surki

For lead upto 1 km:Waiting time idle hire charges `: 105.64Running time hire charges `: 101.48Total for 5.00 cum `: 207.12

Rate per cum `: 41.40For lead more than 1 km upto 2 km:

Waiting time idle hire charges `: 105.64Running time hire charges `: 147.20Total for 5.00 cum `: 252.84



Rate per cum `: 59.40

72

BASIC DATA

For lead more than 3 km upto 4 km:Waiting time idle hire charges `: 105.64Running time hire charges `: 233.75Total for 5.00 cum `: 339.38



Rate per cum `: 76.20For lead beyond 5 km upto 30 km:


Rate per cum / km `: 8.10For lead beyond 30 km:


Rate per cum / km `: 7.60

FOR CATEGORY- II : Rubble / Size stone / Cut stone / Coarse aggregate











73

BASIC DATA

For lead beyond 5 km upto 30 km:Waiting time idle hire charges `: 0.00Running time hire charges `: 40.22Total for 5.00 cum `: 40.22




FOR CATEGORY- III : Cement / Steel / Pipes / AC & GI sheet / RCC pole / Packed materials

For lead upto 1 km:Waiting time idle hire charges `: 263.75Running time hire charges `: 101.40Total for 8.00 tonne `: 365.16

Rate per tonne `: 45.60For lead more than 1 km upto 2 km:

Waiting time idle hire charges `: 263.75Running time hire charges `: 146.98Total for 8.00 tonne `: 410.73







Rate per tonne `: 67.30For lead beyond 5 km upto 30 km:


Rate per tonne/ km `: 5.00For lead beyond 30 km:


Rate per tonne/ km `: 4.70

74

BASIC DATA

FOR CATEGORY- IV : PCC slab / Shahabad slab / BS slab / CC & Laterite block / Wood










Rate per cum `: 165.70For lead beyond 5 km upto 30 km:





FOR CATEGORY- V : Water

For lead upto 1 km:Waiting time idle hire charges `: 179.87Running time hire charges `: 101.09Total for 8000.00 litres `: 280.96

Rate per 1000 ltr `: 35.10For lead more than 1 km upto 2 km:

Waiting time idle hire charges `: 179.87Running time hire charges `: 146.52Total for 8000.00 litres `: 326.39

Rate per 1000 ltr `: 40.80

75

BASIC DATA

For lead more than 2 km upto 3 km:Waiting time idle hire charges `: 179.87Running time hire charges `: 190.82Total for 8000.00 litres `: 370.69





Rate per 1000 ltr / km `: `: 56.80For lead beyond 5 km upto 30 km:


Rate per 1000 ltr / km `: 5.00For lead beyond 30 km:


Rate per 1000 ltr / km `: 4.70

IV. LOADING AND UNLOADING CHARGES :

For loading or unloading materials are grouped into 5 categories as in case of lead charges.

FOR CATEGORY- I : Earth / Sand / Gravel / Murum / Lime / Surki

Quantity of material per load : 5.0 cumNumber of loads per day ( refer lead charges for details ) : 10Deploy 7 heavy and 5 light mazdoors for loading.Deploy tipper 25 minutes ( 10 trips ) for mechanical tipping and 1 heavy mazdoor at unloading spot.

LOADING : Unit : 50.00 cumSl Description Unit Quanty Rate Amount

No. in `: in `:1 Heavy mazdoor Day 7.00 173.00 1211.002 Light mazdoor Day 5.00 171.50 857.50

Total `: 2068.50Add for small Tools & Plants @ 1% `: 20.69Add for Contractor's Profit @ 10% `: 206.85Add for Hidden cost on Labour @ 15% `: 310.28Add for Contractor's Overheads @ 5% `: 103.43Total for 50.00 cum `: 2709.74Loading Rate per cum `: 54.20

76

BASIC DATA

UNLOADING : ( for 10 trips @ 2.5 min / trip ) Unit : 50.00 cumSl Description Unit Quanty Rate Amount

No. in `: in `:1 Tipper 5 cum capacity Hour 0.417 290.00 120.83

Fuel / Energy charges Hour 0.417 242.00 100.83Crew charges Hour 0.417 73.30 30.54

2 Heavy mazdoor Day 1.000 173.00 173.00Total `: 425.21

Add for small Tools & Plants @ 1% `: 4.25Add for Contractor's Profit on Fuel / Crew / Labour charges @ 10% `: 30.44Add for Hidden cost on Labour @ 15% `: 30.53Add for Contractor's Overheads @ 5% `: 21.26Total for 50.00 cum `: 511.69Unloading Rate per cum `: 10.20

FOR CATEGORY- II : Rubble / Size stone / Cut stone / Coarse aggregateQuantity of material per load : 5.0 cumNumber of loads per day ( refer lead charges for details ) : 8Deploy 7 heavy and 5 light mazdoors for loading.Deploy 5 heavy mazdoors for unloading.Total cost is apportioned at 2 / 3 for loading and 1 / 3 for unloading.

Unit : 40.00 cumSl Description Unit Quanty Rate Amount

No. in `: in `:1 Heavy mazdoor Day 12.00 173.00 2076.002 Light mazdoor Day 5.00 171.50 857.50

Total `: 2933.50Add for small Tools & Plants @ 1% `: 29.34Add for Contractor's Profit @ 10% `: 293.35Add for Hidden cost on Labour @ 15% `: 440.03Add for Contractor's Overheads @ 5% `: 146.68Total for 40.00 cum `: 3842.89Loading @ 2/3 of total Rate per cum `: 64.00Unloading @ 50 % of loading Rate per cum `: 32.00

FOR CATEGORY- III : Cement / Steel / Pipes / AC & GI sheet / RCC pole / Packed materialsQuantity of material per load : 8.0 tNumber of loads per day ( refer lead charges for details ) : 8Deploy 16 heavy mazdoors for loading.Deploy16 heavy mazdoors for unloading and stacking.Total cost is apportioned at 1/ 2 for loading and 1/ 2 for unloading including stacking.

Unit : 64.00 tonneSl Description Unit Quanty Rate Amount


0.00 0.00 0.00Total `: 5616.00

Contd

77

BASIC DATA

Sl Description Unit Quanty Rate AmountNo. in `: in `:

ContdAdd for small Tools & Plants @ 1% `: 56.16Add for Contractor's Profit @ 10% `: 561.60Add for Hidden cost on Labour @ 15% `: 842.40Add for additional Hidden cost on Labour @ 5% `: 280.80Add for Contractor's Overheads @ 5% `: 280.80Total for 64.00 tonne `: 7637.76Loading @ 50 % apportioning Rate per tonne `: 59.70Unloading & stacking same rate as loading Rate per tonne `: 59.70

FOR CATEGORY- IV : PCC slab / Shahabad slab / BS slab / CC block / Laterite / WoodQuantity of material per load : 3.4 cumNumber of loads per day ( refer lead charges for details ) : 7Deploy 6 heavy mazdoors for loading.Deploy 6 heavy mazdoors for unloading and stacking.Total cost is apportioned at 1/ 2 for loading and 1/ 2 for unloading including stacking.

Unit : 24.00 cumSl Description Unit Quanty Rate Amount


0.00 0.00 0.00Total `: 2076.00

Add for small Tools & Plants @ 1% `: 20.76Add for Contractor's Profit @ 10% `: 207.60Add for Hidden cost on Labour @ 15% `: 311.40Add for Contractor's Overheads @ 5% `: 103.80Total for 24.00 cum `: 2719.56Loading @ 50 % apportioning Rate per cum `: 56.70Unloading & stacking same rate as loading Rate per cum `: 56.70

FOR CATEGORY-V : WaterQuantity of material per load : 8000 ltrsDeploy 5 hp diesel pump for filling and unloading by gravity flow. Time required for filling at 250 ltr per minute : 32 minCrew for filling time and idle time ( 32 + 53 ) say : 90 min

Unit : 8000.00 ltrsSl Description Unit Quanty Rate Amount

No. in `: in `:1 Dewatering pump 5 hp ( Diesel ) Hour 0.533 7.00 3.73

Fuel charges Hour 0.533 64.00 34.132 Crew charges including idle time Hour 1.500 46.40 69.60

Total `: 107.47Add for small Tools & Plants @ 1% `: 1.07Add for Contractor's Profit on Fuel & Crew charges @ 10% `: 10.37

Contd

78

BASIC DATA

Sl Description Unit Quanty Rate AmountNo. in `: in `:

ContdAdd for Hidden cost on Labour @ 15% `: 10.44Add for Contractor's Overheads @ 5% `: 5.37Total for 8000 ltrs `: 134.73Loading Rate per 1000 ltrs `: 16.80Unloading By gravity flow `: ---

V. ADDITIONAL LIFT CHARGES :

For the purpose of working out lift charges by head load the category of materials as classified in ( I ) above are grouped together as under :

CATEGORY I & II : Earth / Sand / Gravel / Murrum / Lime / Surki / Coarse aggregate / Rubble stone / Size stone / Cut stone In this group the materials which are comperatively lighter and generally conveyed by head

load by light / heavy mazdoor are included. Method of conveyance, apprximate weight per loadand the time required to cover specified additional distance will be generally same whetherthe material belongs to Category-I or Category-II of the classification. Therefore, common datais considered for lift charges by head load for materials under these two categories.

CATEGORY III : Cement bag / Reinforcement steel / Structural steel sections In this group materials in packed / rolled / fabricated condition which are heavier per load compared to the materials under Category -I and II and which can not be split into small quantities for the purpose of lift charges are included.

CATEGORY IV : PCC slab / Shahabad stone slab / CC block / Laterite stone / BS slab / Wood In this group the materials in moulded condition / cut to standard size which are heavier per

load compared to materials under Category-I and II are included.

FOR CATEGORY I & II : Earth / Sand / Gravel / Murrum / Lime / Surki / Coarse aggregate / Rubble stone / Size stone / Cut stone

Lift : Upto 1.50 mThis is the initial lift and forms integral part of the activities in the basic rate of work item.Lift charges are admissible only for lifting effort beyond initial lift specified in the work item.

Lift : Upto 3.00 mFor lift upto 3 m average additional lift beyond initial lift : 0.75 m1 m lift is reckoned as equivalent to 6 m lead.Equivalent distance for 0.75 m lift ( 0.75 x 6 ) : 4.5 mAverage speed of conveyance by head load per minute : 60 mRound trip cycle time for 4.5 m considering 50 min/ hr working

( 2 x 4.5 x 60 / 50 / 60 ) : 0.18 minNo. of trips per day for lift 1.5 m to 3 m ( 8 x 60 / 0.18 ) : 2667Quantity of material by head load : 0.015cumQuantity of material by head load per day ( 2667 x 0.015 ) : 40 cumDeploy 1 mazdoor for every additional lift of 1.5 m beyond initial lift.

79

BASIC DATA

Lift : Upto 3.00 m for materials under Category I & II. Unit : 40.00 cumSl Description Unit Quanty Rate Amount


0.00 0.00 0.00Total `: 171.50

Add for small Tools & Plants @ 1% `: 1.72Add for Contractor's Profit @ 10% `: 17.15Add for Hidden cost on Labour @ 15% `: 25.73Add for Contractor's Overheads @ 5% `: 8.58Total for 40.00 cum `: 224.67 Rate per cum `: 5.60

Lift : Upto 4.50 mFor lift upto 4.5 m additional lift of upto 3 m is involved. Deploy 2 mazdoors.



0.00 0.00 0.00Total `: 343.00


Lift : Upto 6.00 mFor lift upto 6 m additional lift of upto 4.5 m is involved.Deploy 3 mazdoors.



0.00 0.00 0.00Total `: 514.50


Lift : Upto 7.50 mFor lift upto 7.5 m additional lift of upto 6 m is involved.Deploy 4 mazdoors.

80

BASIC DATA



0.00 0.00 0.00Total `: 686.00


FOR CATEGORY III : Cement bag / Reinforcement steel / Structural steel sections



( 2 x 4.5 x 60 / 50 / 25 ) : 0.43 minNo. of trips per day for lift upto 3 m ( 8 x 60 / 0.43 ) : 1116Quantity of material by head load : 50 kgQuantity of material by head load per day ( 1116 x 50 / 1000 ) : 56 tDeploy 1 mazdoor for every additional lift of 1.5 m beyond initial lift.

Lift : Upto 3.00 m for materials under Category I & II. Unit : 56.00 tonneSl Description Unit Quanty Rate Amount


0.00 0.00 0.00Total `: 175.50

Add for small Tools & Plants @ 1% `: 1.76Add for Contractor's Profit @ 10% `: 17.55Add for Hidden cost on Labour @ 15% `: 26.33Add for Contractor's Overheads @ 5% `: 8.78Total for 56.00 tonne `: 229.91 Rate per tonne `: 4.10


81

BASIC DATA

Lift : Upto 4.50 m for materials under Category III. Unit : 56.00 tonneSl Description Unit Quanty Rate Amount


0.00 0.00 0.00Total `: 351.00


Lift : Upto 6.00 mFor lift upto 6 m additional lift of upto 4.5 m is involved.Deploy 3 mazdoors.



0.00 0.00 0.00Total `: 526.50





0.00 0.00 0.00Total `: 702.00


82

BASIC DATA

FOR CATEGORY IV : PCC slab / Shahabad slab / CC block / Laterite / BS slab / Wood



( 2 x 4.5 x 60 / 50 / 40 ) : 0.27 minNo. of trips per day for lift upto 3 m ( 8 x 60 / 0.27 ) : 1778Quantity of material by head load : 0.017cumQuantity of material by head load per day ( 1778 x 0.017 ) : 30 cumDeploy 1 mazdoor for every additional lift of 1.5 m beyond initial lift.

Lift : Upto 3.00 m for materials under Category IV. Unit : 30.00 cumSl Description Unit Quanty Rate Amount


0.00 0.00 0.00Total `: 173.00





0.00 0.00 0.00Total `: 346.00


83

BASIC DATA

Lift : Upto 6.00 mFor lift upto 6.00 m additional lift of upto 4.50 m is involved.Deploy 3 mazdoors.



0.00 0.00 0.00Total `: 519.00


Lift : Upto 7.50 mFor lift upto 7.50 m additional lift of upto 6.00 m is involved.Deploy 4 mazdoors.



0.00 0.00 0.00Total `: 692.00

Add for small Tools & Plants @ 1% `: 6.92Add for Contractor's Profit @ 10% `: 69.20Add for Hidden cost on Labour @ 15% `: 103.80Add for Contractor's Overheads @ 5% `: 34.60Total for 30.00 cum `: 906.52


84

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