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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

FINALISED BY SCHEDULE OF RATES COMMITTEE

GOVERNMENT OF KARNATAKA

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SCHEDULE OF RATES

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2011-12

G.O. No. WRD 123 KBN 2008 BANGALORE Dt: 04-06-2010

¸ÀgÀPÁgÀzÀ DzÉÃ±À ¸ÀA: d¸ÀAE 123 PÉ©J£ï 2008 ¨ÉAUÀ¼ÀÆgÀÄ ¢: 04-06-2010

BASIC DATA

WATER RESOURCES DEPARTMENT

FOR THE YEAR :

1

BASIC DATA

2

BASIC DATA

OTHER COSTS ON MATERIAL / MACHINERY / LABOUR

DATA FOR WAGES OF WORKERS

SCHEDULE OF RATES

DATA FOR REVISING SCHEDULE OF RATES

STATEMENT OF RATES FOR MATERIALS

EXTRACT OF NOTIFICATION ON ROYALTY CHARGES

CAPITAL COST OF MACHINERY / EQUIPMENT

FOR THE YEAR : 2011-12

3

BASIC DATA

2011-12

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 284.002 Acid resisting mortar mix kg 44.003 Acid resisting tiles Dozen 181.004 Acrylic emulsion paint ltr 198.005 Aluminium beading for glass fixing Rm 22.006 Anti-corrosive bituminous black paint ltr 103.007 Asphalt 80 / 100 Grade kg 33.008 Bentonite tonne 5500.009 Binding wire kg 55.00

10 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 60.0013 Bolts / Nuts / Washers ( Stainless steel for gates ) kg 165.0014 Burnt bricks 1000 Nos 3850.0015 Burnt stone slab 100 mm thick sqm 210.0016 Cast iron blocks kg 35.0017 Cement 43 Gr tonne 4800.0018 Cement concrete solid bricks Each 19.0019 Coal tar epoxy paint ltr 230.0020 Coarse aggregate 10-4.75 mm ( Data rate ) cum 812.0021 Coarse aggregate 20-10 mm ( Data rate ) cum 631.0022 Coarse aggregate 40-20 mm ( Data rate ) cum 462.0023 Coarse aggregate 80-40 mm ( Data rate ) cum 304.0024 Coir brush Each 22.0025 Copper sheet 16 SWG kg 468.0026 Coursed rubble stone 300 x 300 x 450 mm Each 17.0027 Coursed rubble stone 300 x 300 x 600 mm Each 22.0028 Curing Compound ltr 105.0029 D - cord Rm 9.0030 De-greasing / derusting / phosphate coating chemical ltr 265.0031 Detonating fuse coil Rm 9.0032 Detonator delay type Each 20.0033 Detonator electric Each 11.00

GENERAL CONSTRUCTION MATERIALSSTATEMENT OF RATES FOR MATERIALS

FOR THE YEAR :

DESCRIPTION OF MATERIAL

4

BASIC DATA

Sl UNIT RATE No. in `.34 Detonator ordinary Each 6.0035 Ductile iron pipe ( 18 kg / sqcm test pressure ) 1000 mm dia Rm 16500.0036 Ductile iron pipe ( 18 kg / sqcm test pressure ) 1200 mm dia Rm 23320.0037 Ductile iron pipe ( 18 kg / sqcm test pressure ) 800 mm dia Rm 11405.0038 Empty cement bag Each 2.0039 Explosive ANFO kg 35.0040 Explosive ANFO high strength booster kg 55.0041 Explosive small dia ( Kelvex-220 or equivalent ) kg 50.0042 Fine aggregate / sand ( unscreened ) ( Data rate ) cum 192.0043 Fine aggregate / sand ( screened ) ( Data rate ) cum 248.0044 Geo-textile ( filter fabric ) 200 gsm sqm 165.0045 Geo-textile ( filter fabric ) 250 gsm sqm 198.0046 G.I barbed wire 12 x 12 gauge kg 55.0047 G.I chain link mesh 10 gauge 50 x 50 mm opening sqm 198.0048 G I Pipe 100 mm dia B Class Rm 275.0049 G I Pipe 15 mm dia A class Rm 88.0050 G I Pipe 25 mm dia A class Rm 110.0051 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 255.0054 G.I sheet ( plain ) tonne 55000.0055 G.I Stretcher wire kg 66.0056 Hariyala turfing sods sqm 17.0057 Hectometre stone ( one line dressed ) Each 195.0058 Hemp yarn kg 60.0059 Honne wood planks cum 47300.0060 Hume pipe with collar 150 mm dia Rm 176.0061 Hume pipe with collar 300 mm dia Rm 358.0062 Ironite compound kg 17.0063 J- Bolts 300 mm long Each 22.0064 Jungle wood planks cum 20900.0065 Kilometre stone one line dressed Each 418.0066 LDPE sheet ( Geo-membrane ) 500 micron thick sqm 88.0067 LDPE sheet ( Geo-membrane ) 750 micron thick sqm 138.0068 LDPE sheet ( Geo-membrane ) 1000 micron thick sqm 165.0069 MS pipe 200 / 300 mm dia kg 50.0070 MS pipe 32 mm dia Rm 140.0071 Murum cum 66.0072 Oxalic acid ltr 66.0073 Oxygen gas cum 53.0074 Plain glass 4 mm thick sqm 330.0075 Pre-stressed concrete pipe ( 18 kg / sqcm test pressure ) 1000 mm dia Rm 5690.0076 Pre-stressed concrete pipe ( 18 kg / sqcm test pressure ) 1200 mm dia Rm 7085.0077 Pre-stressed concrete pipe ( 18 kg / sqcm test pressure ) 800 mm dia Rm 4235.0078 PVC sealing strip Rm 35.0079 PVC water stopper 310 mm wide Rm 185.0080 Reinforcement steel tonne 39820.00


5

BASIC DATA

Sl UNIT RATE No. in `.81 Resin bond Cement capsule Each 55.0082 Rivets kg 66.0083 Rolling shutter sqm 2240.0084 Rolling shutter top cover Rm 430.0085 Rough stone 200 x 200 x 750 mm Each 14.0086 Rubber bottom seal ( flat type ) ( IS : 11855 ) Rm 162.0087 Rubber corner seal ( music note type teflon claded ) ( IS : 11855 ) Rm 815.0088 Rubber corner seal ( music note type uncladed ) ( IS : 11855 ) Rm 325.0089 Rubber side seal ( music note type teflon claded ) ( IS : 11855 ) Rm 745.0090 Rubber side seal ( music note type uncladed ) ( IS : 11855 ) Rm 260.0091 Rubber side seal ( Z-type ) ( IS : 11855 ) Rm 325.0092 Size stone 150 to 200 mm height Each 6.0093 Size stone 200 to 250 mm height Each 7.0094 Size stone 250 to 300 mm height Each 9.0095 Shahabad stone slab sqm 198.0096 Shalimastic sealing compound kg 99.0097 Stainless steel plates / flats kg 132.0098 Steel door ( frame and Shutter tubular sections ) sqm 4136.0099 Steel door ( frame CRCA sheet Shutter tubular sections ) sqm 3553.00100 Steel window ( tubular frame and tubular section shutter excluding glass) sqm 1980.00101 Steel window ( tubular frame and Z section shutter excluding glass) sqm 1540.00102 Stone chips ( at dump yard ) cum 176.00103 Stone chips ( at quarry ) cum 264.00104 Structural steel angle / channel / beam / bars tonne 41750.00105 Structural steel plate / flats tonne 44000.00106 Super Plasticizer ( Conplast RP-264 or equivalent ) ltr 83.00107 Synthetic Enamel paint 1st quality ltr 194.00108 G.I sheet corrugated Class-II 1 mm thick tonne 59400.00109 Tarfelt joint filler board 12 mm thick sqm 358.00110 Tarfelt joint filler board 20 mm thick sqm 580.00111 Through stones 200 x 200 x 300 to 450 mm long Each 10.00112 Through stones 250 x 250 x 450 to 600 mm long Each 15.00113 Through stones 300 x 300 x 650 to 750 mm long Each 20.00114 Un-coursed rubble stones ( at dump yard ) cum 150.00115 Un-coursed rubble stones ( at quarry ) cum 220.00116 Water proof cement paint kg 35.00117 Water proofing compound kg 44.00118 Welding electrode 4 mm dia x 450 mm ( general purpose ) Each 7.00119 Welding electrode 4 mm dia x 450 mm ( radiographic low hydrogen ) Each 13.00120 Welding electrode 4 mm dia x 450 mm ( stainless steel ) Each 47.00121 Weld mess 100 x 50 mm 10 gauge non-galvanized sqm 165.00122 Wire brush Each 33.00123 Weld mesh 50 x 50 mm 13 gauge sqm 165.00124 Wire mesh 20 Gauge ( Chain link galvanized 50 x 50 mm opening ) sqm 165.00125 Zinc kg 155.00126 Zinc chromate red oxide primer paint ltr 155.00127 Zinc rich epoxy primer ( zinc content : 90 % ) ltr 655.00128 Rapid wire mesh 50 x 50 mm opening non-galvanized sqm 121.00


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 35.50 90.75 10.40 135.00Drum / Gear 35.50 113.44 12.27 160.00Pinion 35.50 115.50 12.44 165.00

2 Forged steel components : ( Basic metal - structural steel )Hook / Shackle 44.00 123.75 13.82 180.00

3 Alloy steel components IS-1570 : ( Basic metal - stainless steel )Shaft ( carbon steel ) 90.00 90.75 14.89 195.00Pin ( stainless steel ) 120.00 99.00 18.05 235.00

4 Bronze, alluminium alloy components IS-305 : ( Basic metal - copper )Bearing / Bush 430.00 214.50 53.11 700.00

2011-12

Sl UNIT RATE No. in `.1 Electric pole with fixtures Each 4600.002 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 33000.007 HT / LT Line conductor 1000 m 29700.008 PVC Armoured cable 10 sqmm and below Rm 53.009 PVC Armoured cable 16 sqmm Rm 64.00

10 PVC Armoured cable 25 sqmm Rm 110.0011 PVC Armoured cable 70 sqmm Rm 275.00

FOR THE YEAR :

FOR GATES / HOISTS & ALLIED WORKS

MATERIALS FOR POWER SUPPLY WORKS

ADDITIONAL MANUFACTURED MATERIALS FOR GATES & HOISTS

FOR THE YEAR :

2011-12


7

BASIC DATA

2011-12GENERAL 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 Air compressor 5 cmm electric Each 4654003 Air compressor 7 cmm diesel Each 6746004 Air compressor 7 cmm electric Each 5933005 Air compressor 8.5 cmm diesel Each 8184006 Air compressor 8.5 cmm electric Each 7282007 Air compressor 15 cmm electric Each 11000008 Angle Dozer 90 hp Each 37935009 Batching plant 6 cum / hour rated capacity with accessories Each 1403900

10 Batching plant 15 cum / hour rated capacity with accessories Each 326770011 Batching plant 50 cum / hour rated capacity with accessories Each 542600012 Bending machine Each 50330013 Concrete bucket 1.5 cum Each 4080014 Concrete hand mixer 45 / 30 ltr Each 2980015 Concrete mixer 300 / 200 ltr (diesel) Each 12010016 Concrete mixer 300 / 200 ltr ( electric ) Each 11070017 Concrete mixer 600 / 400 ltr (diesel) Each 24260018 Concrete mixer 600 / 400 ltr ( electric ) Each 22260019 Concrete paver 100 sqm / hr Each 192200020 Convey mucker ( excluding tyres ) Each 320330021 Core drilling machine Each 89340022 Diesel generating set 30 KVA Each 46350023 Diesel generating set 50 KVA Each 72870024 Diesel Loco 45 hp Each 135860025 Dewatering pump 5 hp ( diesel ) Each 2750026 Dewatering pump 5 hp ( electric ) Each 2330027 Dewatering pump 10 hp ( diesel ) Each 4600028 Dewatering pump 10 hp ( electric ) Each 4060029 Dewatering pump 20 hp ( diesel ) Each 11110030 Dewatering pump 20 hp ( electric ) Each 9150031 Drifter Each 73030032 Drilling jumbo ( excluding tyres ) Each 105060033 Dumper 5 cum ( excluding tyres ) Each 109800034 Geophysical Electric resistivity meter Each 30900035 Grouting pump Each 81800

DESCRIPTION OF MACHINERY / EQUIPMENT

DETAILS OF CAPITAL COST OF MACHINERY / EQUIPMENTFOR THE YEAR :

8

BASIC DATA

Sl UNIT COST No. in `.36 Guniting / sand blasting equipment Each 22010037 Ice plant with accessories 30 t / day Each 189310038 Jack hammer Each 4780039 Mobile crane 8 t ( pick & carry ) ( excluding tyres ) Each 109900040 Mobile crane 25 t ( revolving ) ( excluding tyres ) Each 1729370041 Needle vibrator 40 mm ( petrol ) Each 2090042 Needle vibrator 40 mm ( electric ) Each 1850043 Needle vibrator 60 mm ( petrol ) Each 2360044 Needle vibrator 60 mm ( electric ) Each 2100045 Pile boring rig with accessories Each 401700046 Planing machine 4 m stroke Each 59740047 Plate shearing machine upto 12 mm Each 64420048 Pneumatic placer 0.5 cum Each 46480049 Pneumatic tamper Each 4980050 Pug cutting machine Each 4170051 Pusher leg Each 3320052 Road roller diesel 10 t Each 101350053 Shovel 0.50 cum 75 hp Each 279130054 Shovel 0.85 cum 110 hp Each 461750055 Spinning machine with accessories Each 50260056 Stationery derric crane 5 t Each 51500057 Tipper 5 cum ( excluding tyres ) Each 88110058 Tipping tub 1.5 cum Each 11540059 Tower crane 5 tonne Each 882710060 Transformer 250 KVA Each 30590061 Truck 10 t ( excluding tyres ) Each 87600062 Upright drilling machine Each 4740063 Ventilation fan 20 hp Each 13490064 Vibrating plate compactor ( diesel ) Each 12360065 Vibratory pad foot roller 8 t Each 255750066 Waggon drill Each 76890067 Water tanker 8000 ltr ( excluding tyres ) Each 86780068 Welding transformer Each 3640069 Winch 35 hp ( electric ) Each 292500

2011-12

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 1171005 Jaw plates 500 x 300 mm ( serreted ) Set 468006 Jaw plates 400 x 225 mm ( serreted ) Set 32400

AGGREGATE CRUSHING & PROCESSING PLANT


DESCRIPTION OF MACHINERY / EQUIPMENT

FOR THE YEAR :

9

BASIC DATA

2011-12

Sl UNIT RATENo. in `.1 Air hose 25 mm dia Rm 165.002 Air hose 50 mm dia Rm 217.003 Cardium compound kg 88.004 Casing shoe bit Each 9135.005 Diamond core bit BX size Each 10420.006 Diamond core bit NX size Each 13200.007 Diesel ltr 46.658 Double tube core barrel Each 12100.009 Electric power ( HT-2B category ) including tax Kwhr 6.00

10 Extension drill rod with coupling sleeve Rm 3630.0011 Gear oil HP-90 ltr 175.0012 Grease GEM RR3 kg 213.0013 Jack hammer drill rod 1.5 m Each 3740.0014 Jack hammer drill rod 2.5 m Each 6225.0015 Lubricants ltr 187.0016 Nozzle for guniting / sand blasting gun Each 343.0017 Nylon Conveyor belt 3 ply 600 mm width Rm 1915.0018 Nylon Conveyor belt 3 ply 1000 mm width Rm 2990.0019 Paving Cylinder Each 24130.0020 Petrol ltr 65.6521 Rails 30R / 45R( 30 kg / m / 45 kg / m) tonne 46200.0022 Reamer shell Each 4460.0023 Shutter oil ltr 28.0024 Spinning belt Each 8800.0025 T.C.Cross bit 50 mm dia Each 3835.0026 T.C.Cross bit 75 mm dia Each 8460.0027 T.C.Cross bit 100 mm dia Each 10575.0028 Tyres and Tubes for truck Set 14300.0029 Water hose ( pressure ) 20 mm dia Rm 140.0030 Wire rope of specified type ( for Winch / Hoist / Crane ) - IS-2266 kg 115.00

2011-12GENERAL 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.

ACCESSORIES TO MACHINERY / EQUIPMENT

OTHER COSTS ON MATERIAL / MACHINERY / LABOUR

FOR THE YEAR :


FOR THE YEAR :

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 % 1.00

10 Structural steel fabrication ( general purpose ) kg 11.0011 Sundries ( Lumpsum rate for unquantified inputs ) LS `: 33.00

2011-12As 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

2011-12

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.

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

Entire state

in `.

Entire state

Entire state

UNIT

STATEMENT OF WAGES OF WORKERS

Rate / Unit Qty

Entire state

Area of applicability

FOR THE YEAR :

DESCRIPTION OF OTHER COSTS

ROYALTY CHARGES ON MATERIALS

11

BASIC DATA

Computation of variable DA ( Living allowance ) :

Current state annual average CP index for industrial workers ( CI ) : 4284Base state annual average CP index for industrial workers ( BI ) : 2491Amount of variable DA per point CP index `: 0.03

Difference in Current & Base index ( CI - BI ) : 1793Variable DA / Day = ( Difference in index ) x ( Rate of DA per point ) x 30 / 26

`: 62.05 / Day

Sl VDA / DayNo. in `:

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

1 Bar bender 111.70 108.70 62.05 173.75 170.752 Black smith / Tin smith / Rivetor 94.20 91.20 62.05 156.25 153.253 Blaster ( Licensed ) 99.70 96.70 62.05 161.75 158.754 Carpenter Cl- I 111.70 108.70 62.05 173.75 170.755 Electrician ( Licensed ) 95.70 92.70 62.05 157.75 154.756 Fitter Cl- I 98.20 95.20 62.05 160.25 157.257 Floor Polisher / Tile Layer 97.70 94.70 62.05 159.75 156.758 Foreman 129.70 126.70 62.05 191.75 188.759 Gauge reader 94.20 91.20 62.05 156.25 153.25

10 Maistry / Work Inspector 94.20 91.20 62.05 156.25 153.2511 Mason Cl- I / Brick layer Cl- I 111.70 108.70 62.05 173.75 170.7512 Mechanic Cl- I 110.20 107.20 62.05 172.25 169.2513 Operator Air compressor / DG set 100.20 97.20 62.05 162.25 159.2514 Operator Batching plant 100.20 97.20 62.05 162.25 159.2515 Operator Bus / Ambulance/ Lorry / Tanker 102.20 99.20 62.05 164.25 161.2516 Operator Concrete / Asphalt mixer 100.20 97.20 62.05 162.25 159.2517 Operator Concrete / Asphalt paver 100.20 97.20 62.05 162.25 159.2518 Operator Concrete pump / Placer 100.20 97.20 62.05 162.25 159.2519 Operator Core drilling machine 100.20 97.20 62.05 162.25 159.2520 Operator Crane / Tower crane / Cable way 109.20 106.20 62.05 171.25 168.2521 Operator Drilling jumbo / Loco / Winch 102.20 99.20 62.05 164.25 161.2522 Operator Grouting / Guniting / Shotcreting 97.20 94.20 62.05 159.25 156.2523 Operator Jackhammer/ Pneumatic tamper 98.20 95.20 62.05 160.25 157.2524 Operator Pump / Ventilation fan 96.20 93.20 62.05 158.25 155.2525 Operator Lathe/ Drilling/ Shearing machine 105.20 102.20 62.05 167.25 164.2526 Operator Bending / Planing machine 105.20 102.20 62.05 167.25 164.2527 Operator Road roller 99.70 96.70 62.05 161.75 158.7528 Operator Shovel / Scraper / Dozer 109.20 106.20 62.05 171.25 168.2529 Operator Spillway / Sluice gate 101.70 98.70 62.05 163.75 160.7530 Operator Crusher / Conveyor / Mucker 100.20 97.20 62.05 162.25 159.2531 Operator Tipper / Dumper / Transit mixer 102.20 99.20 62.05 164.25 161.2532 Operator Concrete vibrator 96.20 93.20 62.05 158.25 155.2533 Operator Vibratory plain / padfoot roller 101.70 98.70 62.05 163.75 160.7534 Operator Wagon drill / Drifter 98.20 95.20 62.05 160.25 157.2535 Painter Cl- I 98.20 95.20 62.05 160.25 157.25

Basic wage / DayCATEGORY OF WORKERin `: in `:

Total 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 105.20 102.20 62.05 167.25 164.2537 Sarang / Khalasi 98.20 95.20 62.05 160.25 157.2538 Spun pipe moulder 100.70 98.20 62.05 162.75 160.2539 Stone chiseller CI- I / Stone cutter Cl- l 100.70 98.20 62.05 162.75 160.2540 Struct. steel Fabricator / Marker / Erector 110.20 107.20 62.05 172.25 169.2541 Welder / Gas Cutter 110.20 107.20 62.05 172.25 169.25

II . SEMI SKILLED CATEGORY:1 Asphalt Sprayer / Boiler attendant 94.20 91.20 62.05 156.25 153.252 Bhisti 93.20 90.70 62.05 155.25 152.753 Carpenter Cl- II / Erector shuttering 100.70 98.20 62.05 162.75 160.254 Chavali / Navagani 126.20 123.20 62.05 188.25 185.255 Crowbarman / Jumperman 94.20 91.20 62.05 156.25 153.256 Fitter Cl- II 100.70 98.20 62.05 162.75 160.257 Gangman / Head / Survey mazdoor 94.20 91.20 62.05 156.25 153.258 Gardener / Trained mali 94.20 91.20 62.05 156.25 153.259 Helper Air compressor / DG set 94.20 91.20 62.05 156.25 153.25

10 Helper Batching plant 94.20 91.20 62.05 156.25 153.2511 Helper Blasting 94.20 91.20 62.05 156.25 153.2512 Helper Bus / Ambulance / Lorry / Tanker 94.20 91.20 62.05 156.25 153.2513 Helper Bending /Shearing /Planing machine 94.20 91.20 62.05 156.25 153.2514 Helper Carpenter 94.20 91.20 62.05 156.25 153.2515 Helper Concrete / Asphalt mixer 94.20 91.20 62.05 156.25 153.2516 Helper Concrete / Asphalt paver 94.20 91.20 62.05 156.25 153.2517 Helper Core drilling machine 94.20 91.20 62.05 156.25 153.2518 Helper Crane / Tower crane / Cable way 94.20 91.20 62.05 156.25 153.2519 Helper Drilling jumbo / Loco / Winch 94.20 91.20 62.05 156.25 153.2520 Helper Fitter / Fabrication 94.20 91.20 62.05 156.25 153.2521 Helper Grouting / Guniting / Shotcreting 94.20 91.20 62.05 156.25 153.2522 Helper Jack hammer / Pneumatic tamper 94.20 91.20 62.05 156.25 153.2523 Helper Laboratory / Instrumentation 94.20 91.20 62.05 156.25 153.2524 Helper Road roller 94.20 91.20 62.05 156.25 153.2525 Helper Shovel / Scraper / Dozer 94.20 91.20 62.05 156.25 153.2526 Helper Crusher / Conveyor / Mucker 94.20 91.20 62.05 156.25 153.2527 Helper Tipper / Dumper / Transit mixer 94.20 91.20 62.05 156.25 153.2528 Helper Vibrator 94.20 91.20 62.05 156.25 153.2529 Helper Vibratory plain/ padfoot roller 94.20 91.20 62.05 156.25 153.2530 Helper Wagon drill/ Drifter 94.20 91.20 62.05 156.25 153.2531 Lineman Electric / Telephone 94.20 91.20 62.05 156.25 153.2532 Mason Cl- ll / Brick layer Cl-II 100.70 98.20 62.05 162.75 160.2533 Mechanic Cl- II 103.70 100.70 62.05 165.75 162.7534 Painter Cl- II 94.20 91.20 62.05 156.25 153.2535 Patkari / Neeraganti / Sowdy 93.20 90.70 62.05 155.25 152.7536 Stone Chiseller Cl- II 98.20 95.70 62.05 160.25 157.7537 Stone breaker / Hammerman 98.20 95.70 62.05 160.25 157.7538 Valveman / Canal sluice operator 93.20 90.70 62.05 155.25 152.75

in `:Total wage / DayCATEGORY OF WORKER Basic wage / Day

in `:

13

BASIC DATA


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

1 Cement / Asphalt handling mazdoor 85.70 83.70 62.05 147.75 145.752 Civic worker 84.70 82.70 62.05 146.75 144.753 Heavy mazdoor 83.20 81.70 62.05 145.25 143.754 Light mazdoor 81.70 80.20 62.05 143.75 142.255 Watchman 81.70 80.20 62.05 143.75 142.25

IV . OTHER CATEGORY:1 Boatman with boat 122.20 119.20 62.05 184.25 181.252 Care-taker / conductor / Lift attender 93.70 90.70 62.05 155.75 152.753 Cartman with double bullock cart 131.20 128.20 62.05 193.25 190.254 Cartman with single bullock cart 111.70 108.70 62.05 173.75 170.755 Cook / Messman 95.20 92.20 62.05 157.25 154.256 Dhobi 93.70 90.70 62.05 155.75 152.757 Diploma Engineer / Surveyor 107.20 104.20 62.05 169.25 166.258 Diver with headgear 131.20 128.20 62.05 193.25 190.259 Graduate / Laboratory Assistant 101.70 98.70 62.05 163.75 160.75

10 Graduate Engineer / Geologist 153.70 150.70 62.05 215.75 212.7511 Horticulture Assistant / Photographer 94.20 91.20 62.05 156.25 153.2512 ITI certificate holder / Tracer / Printer 95.20 92.20 62.05 157.25 154.2513 Literate mazdoor 93.70 90.70 62.05 155.75 152.7514 Stenographer / Computer Operator 104.20 101.70 62.05 166.25 163.7515 Telephone / Wireless Operator 104.20 101.70 62.05 166.25 163.7516 Typist 96.20 93.20 62.05 158.25 155.25

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

14

BASIC DATA

2011-12

COARSE & FINE AGGREGATES

FOR THE YEAR :

UNIT RATES

FOR

SCHEDULE OF RATES

DATA FOR COMPUTATION OF

15

BASIC DATA

16

BASIC DATA

2011-12ITEM : 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

DATA RATES FOR COARSE / FINE AGGREGATES

SCHEMATIC ARRANGEMENT OF AGGREGATE CRUSHING & PROCESSING

FOR THE YEAR :

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 @ `: 330000 / Each `: 330000Crusher feed bins 3 Nos @ 1.0 t / each @ `: 198000 / Each `: 594000Scalper screen 1 No. @ 0.6 t / each @ `: 198000 / Each `: 198000Single vib. deck without screen 1 @ 0.6 t @ `: 412500 / Each `: 412500Triple vib.deck without screen 2 Nos.1t/each @ `: 495000 / Each `: 990000Controls / Switches / cables LS `: 264000Other accessories LS `: 165000

Total `: 9716700b. Hire charges of plant :

Capital cost of plant `: 9716700Salvage 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 9716700 / 2 / 15 `: 5182240Depreciation of plant / hour 0.90 x 9716700 / 20000 `: 437.25Interest on av. Capital cost / hr 0.11 x 5182240 / 1333 `: 427.53Maintenance and repair charges / hr 2 x 9716700 / 20000 `: 971.67Miscellaneous charges / hr 0.10 x 971.67 `: 97.17Insurance on av capital cost / hr 0.01 x 5182240 / 1333 `: 38.87Total hire charges / hour excluding energy and crew charges `: 1972.49

say `: 1972.00c. 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 @ `: 6.00 / Kwhr `: 1680.00Oil and lubricants @ 20% `: 336

Total `: 2016.00say `: 2016.00

d. Crew charges :Operator crusher 8 Nos. @ `: 159.25 / day `: 1274.00Helper Crusher 8 Nos. @ `: 153.25 / day `: 1226.00

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 @ `: 52750 / tonne `: 237375b. Bolts and nuts @ 5% `: 11868.75c. Idler rollers @ 30 kg / m @ `: 135000 / tonne `: 81000d. Return rollers @ 10 kg / m @ `: 135000 / tonne `: 27000e. Bearings for rollers 48 Nos @ `: 990 / each `: 47520f. Drums 4 Nos @ `: 16500 / each `: 66000g. Bearings for drums 8 Nos @ `: 1320 / each `: 10560h. Plummer blocks 2 Nos @ `: 8250 / each `: 16500i. Sundries LS `: 3300

`: 501123.8`: 25056.19

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 @ `: 52750 / tonne `: 474750b. Bolts and nuts @ 5% `: 23737.5

Total cost for 20 mCost per Rm

19

BASIC DATA

c. Idler rollers @ 45 kg / m @ `: 135000 / tonne `: 121500d. Return rollers @ 15 kg / m @ `: 135000 / tonne `: 40500e. Bearings for rollers 72 Nos @ `: 990 / each `: 71280f. Drums 4 Nos @ `: 19800 / each `: 79200g. Bearings for drums 8 Nos @ `: 1650 / each `: 13200h. Plummer blocks 2 Nos @ `: 8250 / each `: 16500i. Sundries LS `: 3300

`: 843967.5`: 42198.38

a. Capital cost of Conveyor system ( excluding cost of belts ) :600 mm width conveyor 150 m @ `: 25056.19 / Rm `: 37584281000 mm width conveyor 150 m @ `: 42198.38 / Rm `: 6329756Electric motors 5 hp 3 No ( 1 spare ). @ `: 16500 / Each `: 49500Electric motors 10 hp 11 Nos ( 1 spare ) @ `: 24750 / Each `: 272250Electric motors 15 hp 6 Nos ( 1 spare ) @ `: 39600 / Each `: 237600Gear boxes 16 Nos @ `: 39600 / Each `: 633600Pipe lines / sprayers / Transfer points etc LS `: 165000Controls / Switches / Cables and misc LS `: 99000Total cost of Conveyor system `: 11545134

b. Hire charges of Conveyor system per hour :( excluding cost of belts / energy / crew )Capital cost of plant `: 11545134Life 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 11545134 / 2 / 15 `: 6157405Depreciation of plant / hour 0.9 x 11545134 / 30000 `: 346.35Interest on av. Capital cost / hr 0.11 x 6157405 / 2000 `: 338.66Maintenance & repair charges / hr 1 x 11545134 / 30000 `: 384.84Miscellaneous charges / hr 0.10 x 384.84 `: 38.48Insurance on av capital cost / hr 0.01 x 6157405 / 2000 `: 30.79

`: 1139.12say `: 1139.00

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 @ `: 6.00 / Kwhr `: 840.00Add for oil and lubricants @ 20% `: 168

`: 1008.00say `: 1008.00

Total cost for 20 m

Total hire charges / hour excluding energy & crew charges

Cost per Rm

Total energy charges / hour

20

BASIC DATA

d. Crew charges :Operator conveyor 6 Nos. @ `: 159.25 / day `: 955.50Helper Conveyor 3 Nos. @ `: 153.25 / day `: 459.75

`: 1415.25Hourly Crew charges = Yearly wages / Yearly usase of plant in hrs

( 26 x 12 x 1415.25 / 2000 ) `: 220.78say `: 221.00

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 @ `: 6.00 / Kwhr `: 180.00Add for oil and lubricants @ 20% `: 36

Total energy charges / hour `: 216.00say `: 216.00

c. Crew charges per hour :Operator pump 1 No. @ `: 155.25 / day `: 155.25Hourly Crew charges = Yearly wages / Yearly usase of plant in hours = 26 x 12 x 155.25 / 1667 `: 29.06

say `: 29.10

4 Total capital cost of aggregate crushing & processing system :Crusher system with all accessories `: 9716700Conveyor system with all accessories `: 11545134Water sprayer system with all accessories `: 183000

Total `: 21444834

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

Cost of 900 x 500 mm jaw plates @ `: 117100 / set `: 117100Life of jaw plates in hours : 700

21

BASIC DATA

Use rate of jaw plates / set / hour ( Cost / life ) `: 167.29Cost of 500 x 300 mm jaw plates @ `: 46800 / set `: 46800Life of jaw plates in hours : 700Use rate of jaw plates / set / hour ( Cost / life ) `: 66.86Cost of 400 x 225 mm jaw plates @ `: 32400 / set `: 32400Life of jaw plates in hours : 700Use rate of jaw plates / set / hour ( Cost / life ) `: 46.29

b. Use rate of aggregate processing screens :Cost of screens:Screen for scalper screen deck 1 No. @ `: 66000 / Each `: 66000Screen for single vib. Deck 1 No @ `: 66000 / Each `: 66000Screen for triple vib. Deck 2 No. @ `: 123750 / Each `: 247500

Total `: 379500Add for repairs @ 25% `: 94875Less salvage value @ 10% ( - ) `: -37950

`: 436425Life of screens in hours : 3000Use rate of screens / hour `: 145.48

c. Use rate of Conveyor belts :Cost of 600 mm wide belt 330 m @ `: 1915 / Rm `: 631950Cost of 1000 mm wide belt 330 m @ `: 2990 / Rm `: 986700Life of belt in hours : 5000Use rate of 600 mm wide belt / hour ( Cost / life ) `: 126.39Add repair charges @ 25% `: 31.60Less salvage value @ 10% ( - ) `: -12.639

Use rate per hour `: 145.35Use rate of 1000 mm wide belt / hour ( Cost / life ) `: 197.34Add repair charges @ 25% `: 49.34Less salvage value @ 10% `: -19.73

Use rate per hour `: 226.94

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 700.00 220.00 154000.02 Use rate of Jaw plates 900x500 mm Hour 16.00 167.29 2676.57

Reconditioning charges @ 10 % 267.663 Use rate of Jaw plates 500x300 mm Hour 16.00 66.86 1069.71

Reconditioning charges @ 10 % 106.974 Use rate of Jaw plates 400x225 mm Hour 32.00 46.29 1481.14

Reconditioning charges @ 10 % 148.115 Use rate of screens Hour 8.00 145.48 1163.806 Use rate of conveyor belts 1000 mm Hour 8.00 226.94 1815.537 Use rate of conveyor belts 600 mm Hour 8.00 145.35 1162.798 Sundries Hour 150.00 33.00 4950.00

Total `: 168842.3

Contd

22

BASIC DATA

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

ContdAdd for small Tools and Plants @ 1% `: 1688.42Add for Contractor's Profit @ 10% `: 16884.23Add for Contractor's Overheads @ 5% `: 8442.11Add for Royalty charges on rubble @ ( Included in material rate ) `: 0.00

Total cost of Materials : `: 195857

B. MACHINERY: Sl Description Unit Quantity Rate Amount No. in `. in `.1 Crusher system Hour 8.00 1972.00 15776.00

Fuel / Energy charges Hour 8.00 2016.00 16128.002 Conveyor system Hour 8.00 1139.00 9112.00

Fuel / Energy charges Hour 8.00 1008.00 8064.003 Water sprayer system Hour 8.00 22.00 176.00

Fuel / Energy charges Hour 8.00 216.00 1728.004 Sundries LS 150.00 33.00 4950.00

Total `: 55934.00Add for small Tools and Plants @ 1% `: 559.34Add for Contractor's Profit on DPOL / Energy @ 10% `: 3087.00Add for Contractor's Overheads @ 5% `: 2796.70

Total hire charges of Machinery : `: 62377

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 8.00 221.00 1768.003 Crew for water sprayer system Hour 8.00 29.10 232.804 Khalasis Day 10.00 157.25 1572.505 Heavy mazdoor Day 20.00 143.75 2875.00

Total `: 8960.30Add for small Tools and Plants @ 1% `: 89.60Add for Contractor's Profit @ 10% `: 896.03Add for Hidden cost on Labour @ 15% `: 1344.05Add for additional Hidden cost on Labour @ 5% `: 448.02Add for Contractor's Overheads @ 5% `: 448.02

Total cost of Labour : `: 12186

ABSTRACT:A. Cost of Materials `: 195857B. Hire charges of Machinery `: 62377C. Cost of Labour `: 12186

TOTAL `: 270420Add for transportaion / erection / dismantling cost @ 12 % of total capital cost

( 952 x 0.12 x 21444834 / 472500 ) `: 5185Cost of Electric sub-station ( as per annexure ) @ 4.80% `: 12980

23

BASIC DATA

Cost of Civil works of plant @ 4.00% `: 10817Add for General enabling works and maintenance @ 2.00% `: 5408Total cost of crushed aggregate for 952.00 tonne `: 304810

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 304810 / 267 `: 216.91 per cum 216.91 x 1.4 `: 304.0040 to 20 mm size range per tonne 0.31 x 304810 / 314 `: 300.93 per cum 300.93 x 1.4 `: 421.0020 to 10 mm size range per tonne 0.30 x 304810 / 238 `: 384.21 per cum 384.21 x 1.5 `: 576.0010 to 4.75 mm size range per tonne 0.20 x 304810 / 133 `: 458.36 per cum 458.36 x 1.6 `: 733.00

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

133100%

314

% Cost distribution28%

31%19%

20%

% Crushing pattern

33%25%

100%952

30%14%

238

267Production / Shift in t

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 6.00 `: 111.90Oil / Lubricants @ 20 % `: 22.38

Total Fuel / Energy charges / hour `: 134.28say `: 134.00

c. Crew charges :Wages of Operator per day `: 159.25Wages of Helper per day `: 153.25

Total `: 312.50Hourly wages of operating crew = Daily wages x 26 x 12 / Yearly usase of plant = 26 x 12 x 312.50 / 1333 `: 73.10

Total capital cost of crusher and screen :Crusher with all accessories `: 455300Screen with all accessories `: 39600

Total `: 494900d. Use rate of materials :

Cost 1 set Jaw plates 400 x 225 mm `: 32400Life of Jaw plates in hours 700Use rate of Jaw plates per hour with 10 % salvage value `: 41.66Cost of revolving screen `: 39600Life of screen in hours 3000Use rate of Screen per hour with 10 % salvage value `: 11.88

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 29.50 220.00 6490.002 Use rate of Jaw plates hour 8.00 41.66 333.26

Reconditioning charges @ 10% 33.333 Use rate of screen hour 8.00 11.88 95.044 Sundries LS 10.00 33.00 330.00

Total `: 7281.62Add for small Tools and Plants @ 1% `: 72.82Add for Contractor's Profit @ 10% `: 728.16Add for Contractor's Overheads @ 5% `: 364.08Add for Royalty charges on rubble @ ( Included in material rate ) `: 0.00

Total cost of Materials : `: 8446.68

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 8.00 134.00 1072.002 Sundries LS 10.00 33.00 330.00

Total `: 2138.00Add for small Tools and Plants @ 1% `: 21.38Add for Contractor's Profit on DPOL / Energy @ 10% `: 140.20Add for Contractor's Overheads @ 5% `: 106.90

Total hire charges of Machinery : `: 2406.48

C. LABOUR: Sl Description Unit Quantity Rate Amount No. in `. in `.1 Crew for Jaw crusher Hour 8.00 73.10 584.802 For breaking over size rubble

Stone breaker Day 2.00 157.75 315.503 For feeding rubble to crusher

Heavy mazdoor Day 5.00 143.75 718.75Light mazdoor Day 5.00 142.25 711.25

4 For collecting & stacking CA and dustHeavy mazdoor Day 5.00 143.75 718.75Light mazdoor Day 5.00 142.25 711.25

5 For refeeding over size CA & other worksLight mazdoor Day 2.00 142.25 284.50

Total `: 4044.80Add for small Tools and Plants @ 1% `: 40.45Add for Contractor's Profit @ 10% `: 404.48Add for Hidden cost on Labour @ 15% `: 606.72Add for Contractor's Overheads @ 5% `: 202.24

Total cost of Labour : `: 5298.69

ABSTRACT:A. Cost of Materials including royalty charges `: 8446.68B. Hire charges of Machinery `: 2406.48C. Cost of Labour `: 5298.69

TOTAL `: 16151.85Add for transportation / erection / dismantling of crusher unitat 12 % of capital cost including screen 0.12 x40x 494900 / 33325 `: 71.28Add for Civil works of plant @ 0.50% `: 80.76Add for general enabling works and maintenance @ 0.25% `: 40.38Add for Power supply arrangement (as per annexure) @ 4.80% `: 775.29 Total cost for 40.00 tonne `: 17119.56Crushing 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

100%

% Crushing pattern

30%26%08

42%32%

20

100%20%

% Cost distributionProduction / Shift in t

40

1250%

26

BASIC DATA

Unit rates for coarse aggregate :40 to 20 mm size range per tonne 0.42 x 17119.56 / 20 `: 359.51 per cum 359.51 x 1.4 `: 503.0020 to 10 mm size range per tonne 0.32 x 17119.56 / 12 `: 456.52 per cum 456.52 x 1.5 `: 685.0010 to 4.75 mm size range per tonne 0.26 x 17119.56 / 8 `: 556.39 per cum 556.39 x 1.6 `: 890.00

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 `: 304.0040 to 20 mm size range per cum `: 462.0020 to 10 mm size range per cum `: 631.0010 to 4.75 mm size range per cum `: 812.00

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 @ `: 33000 `: 99000Poles with fixtures 10 Nos @ `: 4600 `: 46000HT / LT Line conductor 1 km @ `: 29700 `: 29700Other accessories / controls / junctions LS `: 49500

Total `: 224200Life 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 224200 / 15 / 2 `: 119573Depreciation charges / year 0.90 x 224200 / 15 `: 13452Interest on av. Capital cost / yr 0.11 x 119573 `: 13153Maintenance & repairs / year 0.25 x 224200 / 15 `: 3737Miscellaneous charges / year 0.10 x 3737 `: 374Insurance on av capital cost / yr 0.01 x 119573 `: 1196

Total hire charges / year `: 31911Use rates of Cables & Fittings:PVC armoured cable 70 sqmm 500 m @ `: 275 / Rm `: 137500PVC armoured cable 25 sqmm 500 m @ `: 110 / Rm `: 55000PVC armoured cable 16 sqmm 1000 m @ `: 64 / Rm `: 64000PVC arm.cable 10 sqmm & below 2000 m @ `: 53 / Rm `: 106000Miscellaneous fittings / switches etc LS `: 16500

Total `: 379000Assume use of cables for 5 years with 25 percent salvage value.Use rate of cables per year with 25 % salvage value `: 56850Cost 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 56850.00 2842502 Sundries ( tapes / bulbs & other consumeables ) LS 250.00 33.00 8250

Total `: 292500Add for small Tools and Plants @ 1% `: 2925Add for Contractor's Profit @ 10% `: 29250Add for Contractor's Overheads @ 5% `: 14625

Total cost of Materials : `: 339300

28

BASIC DATA

B. MACHINERY: Sl Description Unit Quantity Rate Amount No. in `. in `.1 Sub-station equipments Year 5.00 31911.13 1595562 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 33.00 33000

Total `: 4503953Add for small Tools and Plants @ 1% `: 45040Add for Contractor's Profit on DPOL / Energy @ 10% `: 390900Add for Contractor's Overheads @ 5% `: 225198

Total hire charges of Machinery : `: 5165091

C. LABOUR: Sl Description Unit Quantity Rate Amount No. in `. in `.1 Electrician 1 Nos. x 5 x 12 x 26 days Day 1560.00 154.75 2414102 Heavy mazdoor 1 Nos x 5 x 12 x 26 days Day 1560.00 143.75 224250

Total `: 465660Add for small Tools and Plants @ 1% `: 4657Add for Contractor's Profit @ 10% `: 46566Add for Hidden cost on Labour @ 15% `: 69849Add for additional Hidden cost on Labour @ 5% `: 23283Add for Contractor's Overheads @ 5% `: 23283

Total cost of Labour : `: 633298

D. ENABLING WORKS:1 Fensing for sub-station 100 Rm and shed @ `: 825.00 / Rm `: 825002 Civil works for foundations / pedastals / duct etc LS `: 66000

Total `: 148500Add interest for 2.5 years 0.11 x 2.50 x 148500 `: 40838Deduct salvage value on fensing @ 25% 0.25 x 82500 ( - ) Rs: -20625

Total `: 168713ABSTRACT:A. Cost of Materials `: 339300B. Hire charges of Machinery `: 5165091C. Cost of Labour `: 633298D. Cost of enabling works `: 168713

TOTAL `: 6306401Add for transportion / erection / dismantling @ 12% `: 100320Total cost of sub-station for crushing ( 472500 t CA ) 1.00 No. `: 6406721Cost of electric sub-station for 952 tonnes `: 12908Basic cost of aggregate production for 952 tonnes ( as per data rate for CA ) `: 270420Cost of electric sub-station and distribution lines including demand chargeson power supply as percentage value of basic cost of aggregate production :

( 12908 x 100 / 270420 ) : 4.77% say : 4.80%

29

BASIC DATA

ITEM : Collection cost of sand ( unscreened ) :

DATA : Output of 1 heavy & 2 light mazdoor / day for collection : 4.0 cumConsider 100 cum unscreened sand for analysis.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 1.00 153.25 153.252 Heavy mazdoor Day 25.00 143.75 3593.753 Light mazdoor Day 50.00 142.25 7112.50



ABSTRACT:A. Cost of Materials including royalty charges `: 4950.00B. Hire charges of Machinery `: 0.00C. Cost of Labour `: 14225.95 Total cost for 100.00 cum `: 19175.95

`: 192.00Rate per cum

30

BASIC DATA

ITEM : Collection cost of sand ( screened ) :

DATA : Output of 1 heavy & 2 light mazdoor / day for collection : 4.0 cumOutput of 1 heavy mazdoor / day for screening : 6.0 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 33.00 165.00

0.00 0.00 0.00Total `: 165.00

Add for small Tools and Plants @ 1% `: 1.65Add for Contractor's Profit @ 10% `: 16.5Add for Contractor's Overheads @ 5% `: 8.25Add 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 1.00 153.25 153.25Heavy mazdoor Day 26.00 143.75 3737.50Light mazdoor Day 52.00 142.25 7397.00

2 For screeningMaistry Day 1.00 153.25 153.25Heavy mazdoor for screening sand Day 18.00 143.75 2587.50Light mazdoor for heaping screened / waste sand Day 5.00 142.25 711.25



31

BASIC DATA

ABSTRACT:A. Cost of Materials including royalty charges `: 5441.40B. Hire charges of Machinery `: 0.00C. Cost of Labour `: 19309.07 Total cost for 100.00 cum `: 24750.47

`: 248.00Rate per cum

32

BASIC DATA

2011-12

FOR

MACHINERY AND EQUIPMENT

SCHEDULE OF RATES

FOR THE YEAR :

HIRE CHARGES


33

BASIC DATA

34

BASIC DATA

2011-12

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

C `. / Day `. / Day1 Agitator car / Transit mixer 2 cum 1867900 161.25 153.25

Tyres and tubes 6 sets 85800 --- ---2 Air compressor 5 cmm ( electric ) 465400 159.25 153.253 Air compressor 7 cmm ( diesel ) 674600 159.25 153.254 Air compressor 7 cmm ( electric ) 593300 159.25 153.255 Air compressor 8.5 cmm ( diesel ) 818400 159.25 153.256 Air compressor 8.5 cmm ( electric ) 728200 159.25 153.257 Air compressor 15 cmm ( electric ) 1100000 159.25 153.258 Angle Dozer 90 hp 3793500 168.25 153.259 Batching plant 6 cum / hr 1403900 159.25 153.25

10 Batching plant 15 cum / hr 3267700 159.25 153.2511 Batching plant 50 cum / hr 5426000 159.25 153.2512 Bending machine 3000 x 12 mm 503300 164.25 153.2513 Concrete bucket 1.5 cum 40800 --- ---14 Concrete hand mixer 45 / 30 ltr 29800 --- ---15 Concrete mixer 300 / 200 ( diesel ) 120100 159.25 153.2516 Concrete mixer 300 / 200 ltr ( electric ) 110700 159.25 153.2517 Concrete mixer 600 / 400 ( diesel ) 242600 159.25 153.2518 Concrete mixer 600 / 400 ltr ( electric ) 222600 159.25 153.2519 Concrete paver 100 sqm / hr 1922000 159.25 153.2520 Convey mucker 3203300 159.25 153.25

Tyres and tubes 6 sets 85800 --- ---21 Core drilling machine 893400 159.25 153.2522 Diesel generating set 30 KVA 463500 159.25 153.2523 Diesel generating set 50 KVA 728700 159.25 153.2524 Diesel Loco 45 hp 1358600 161.25 153.2525 Dewatering pump 5 hp ( diesel ) 27500 155.25 ---26 Dewatering pump 5 hp ( electric ) 23300 155.25 ---27 Dewatering pump 10 hp ( diesel ) 46000 155.25 ---28 Dewatering pump 10 hp ( electric ) 40600 155.25 ---29 Dewatering pump 20 hp ( diesel ) 111100 155.25 ---30 Dewatering pump 20 hp ( electric ) 91500 155.25 ---31 Drifter 730300 157.25 153.2532 Drilling jumbo 1050600 161.25 153.25

Tyres and tubes 6 sets 85800 --- ---33 Dumper 4.5 cum 1098000 161.25 153.25

Tyres and tubes 6 sets 98670 --- ---34 Geophysical Electric resistivity meter 309000 --- ---35 Grouting pump 81800 156.25 153.2536 Guniting / sand blast equipment 220100 156.25 153.2537 Ice plant & accessories 30 t / day 1893100 159.25 153.2538 Jack hammer 47800 157.25 153.25

REFERENCE DATA ON CAPITAL COST & WAGES OF CREW

FOR THE YEAR :HIRE CHARGES OF MACHINERY AND EQUIPMENTS

35

BASIC DATA

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

C `. / Day `. / Day

38 Mobile crane 8 t ( pick & carry ) 1099000 161.25 153.25Tyres and tubes 6 sets 85800 --- ---

40 Mobile crane 25 t ( revolving ) 17293700 161.25 153.25Tyres and tubes 6 sets 85800 --- ---

41 Needle vibrator 40 mm ( petrol ) 20900 155.25 153.2542 Needle vibrator 40 mm ( electric ) 18500 155.25 153.2543 Needle vibrator 60 mm ( petrol ) 23600 155.25 153.2544 Needle vibrator 60 mm ( electric ) 21000 155.25 153.2545 Pile boring rig with accessories 4017000 168.25 153.2546 Planing machine 4 m stroke 597400 164.25 153.2547 Plate shearing machine upto 12 mm 644200 164.25 153.2548 Pneumatic placer 0.5 cum 464800 159.25 ---49 Pneumatic tamper 49800 157.25 153.2550 Pug cutting machine 41700 --- ---51 Pusher leg 33200 --- ---52 Road roller diesel 10 t 1013500 158.75 153.2553 Shovel 0.50 cum 75 hp 2791300 168.25 153.2554 Shovel 0.85 cum 110 hp 4617500 168.25 153.2555 Spinning machine 502600 164.25 153.2556 Stationery derric crane 515000 --- ---57 Tipper 5 cum 881100 161.25 153.25

Tyres and tubes 6 sets 85800 --- ---58 Tipping tub 1.5 cum 115400 --- ---59 Tower crane 5 tonne 8827100 168.25 153.2560 Transformer 250 KVA 305900 --- ---61 Truck 10 t 876000 161.25 153.25

Tyres and tubes 6 sets 85800 --- ---62 Upright drilling machine 47400 164.25 ---63 Ventilation fan 20 hp 134900 155.25 ---64 Vibrating plate compactor ( diesel ) 123600 157.25 153.2565 Vibratory pad foot roller 8 t 2557500 160.75 153.2566 Waggon drill 768900 157.25 153.2567 Water tanker 8000 ltr 867800 161.25 153.25

Tyres and tubes 6 sets 85800 --- ---68 Welding transformer 36400 --- ---69 Winch 35 hp ( electric ) 292500 161.25 153.25

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 `: 65.656 Lubricating oil : per litre `: 187.007 Tyres & tubes for Tipper / Truck : per set `: 14300.008 Electric energy (Category:HT-2B) : per kwhr `: 6.009 Salvage value (as percentage of capital cost) s : % : 10.00

2011-12

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 654.00 706.00 98.102 Air compressor 5 cmm ( electric ) Hour 71.00 181.00 60.903 Air compressor 7 cmm ( diesel ) Hour 171.00 577.00 78.004 Air compressor 7 cmm ( electric ) Hour 90.00 242.00 60.905 Air compressor 8.5 cmm ( diesel ) Hour 208.00 722.00 78.006 Air compressor 8.5 cmm ( electric ) Hour 111.00 302.00 60.907 Air compressor 15 cmm ( electric ) Hour 111.00 671.00 65.008 Angle Dozer 90 hp Hour 1189.00 494.00 83.609 Batching plant 6 cum / hr Hour 134.00 134.00 117.00

10 Batching plant 15 cum / hr Hour 312.00 242.00 117.0011 Batching plant 50 cum / hr Hour 518.00 295.00 117.0012 Bending machine Hour 40.00 81.00 49.5013 Concrete bucket 1.5 cum Hour 12.00 6.00 ---14 Concrete hand mixer 45 / 30 ltr Hour 11.00 4.00 ---15 Concrete mixer 300 / 200 ltr ( diesel ) Hour 43.00 64.00 81.3016 Concrete mixer 300 / 200 ltr ( electric ) Hour 39.00 27.00 81.3017 Concrete mixer 600 / 400 ltr ( diesel ) Hour 87.00 128.00 81.3018 Concrete mixer 600 / 400 ltr ( electric ) Hour 79.00 54.00 81.3019 Concrete paver 100 sqm / hr Hour 290.00 19.00 156.0020 Convey mucker ( including tyres ) Hour 684.00 187.00 65.0021 Core drilling machine Hour 259.00 192.00 97.5022 Diesel generating set 30 KVA Hour 62.00 513.00 48.8023 Diesel generating set 50 KVA Hour 97.00 770.00 48.8024 Diesel loco 45 hp Hour 245.00 433.00 61.3025 Dewatering pump 5 hp ( diesel ) Hour 7.00 64.00 38.8026 Dewatering pump 5 hp ( electric ) Hour 3.00 27.00 29.1027 Dewatering pump 10 hp ( diesel ) Hour 12.00 128.00 38.8028 Dewatering pump 10 hp ( electric ) Hour 5.00 54.00 29.10

Description of machinery

OTHER DATA FOR WORKING OUT HIRE CHARGES ( Contd )

HIRE / FUEL / CREW CHARGES OF MACHINERY

2

FOR THE YEAR :

37

BASIC DATA

Sl Unit Hire Fuel CrewNo. charge charge Charge

in `. in `. in `.1 3 4 5 6

29 Dewatering pump 20 hp ( diesel ) Hour 28.00 257.00 38.8030 Dewatering pump 20 hp ( electric ) Hour 11.00 107.00 29.1031 Drifter Hour 223.00 6.00 121.1032 Drilling jumbo ( including tyres ) Hour 338.00 35.00 65.4033 Dumper 5 cum ( including tyres ) Hour 502.00 323.00 78.5034 Geophysical Electric resistivity meter Hour 64.00 --- ---35 Grouting pump Hour 20.00 27.00 96.6036 Guniting / sand blasting equipment Hour 87.00 9.00 80.5037 Ice plant with accessories 30 t / day Hour 141.00 846.00 48.8038 Jack hammer Hour 15.00 6.00 121.1039 Mobile crane 8 t ( pick & carry ) ( including tyres ) Hour 379.00 577.00 81.8040 Mobile crane 25 t ( revolving ) ( including tyres ) Hour 3924.00 1604.00 78.5041 Needle vibrator 40 mm ( petrol ) Hour 8.00 18.00 57.7042 Needle vibrator 40 mm ( electric ) Hour 7.00 5.00 57.7043 Needle vibrator 60 mm ( petrol ) Hour 9.00 27.00 57.7044 Needle vibrator 60 mm ( electric ) Hour 8.00 8.00 57.7045 Pile boring rig with accessories Hour 1075.00 1155.00 83.6046 Planing machine 4 m stroke Hour 90.00 81.00 79.2047 Plate shearing machine upto 12 mm Hour 64.00 107.00 49.5048 Pneumatic placer 0.5 cum Hour 137.00 4.00 31.1049 Pneumatic tamper Hour 12.00 6.00 96.9050 Pug cutting machine Hour 17.00 3.00 ---51 Pusher leg Hour 8.00 4.00 ---52 Road roller diesel 10 t Hour 235.00 577.00 77.9053 Shovel 0.50 cum 75 hp Hour 747.00 385.00 83.6054 Shovel 0.85 cum 110 hp Hour 1235.00 706.00 83.6055 Spinning machinr Hour 40.00 81.00 49.5056 Stationery derric crane 5 t Hour 68.00 9.00 ---57 Tipper 5 cum ( including tyres ) Hour 284.00 242.00 61.3058 Tipping tub 1.5 cum Hour 31.00 9.00 ---59 Tower crane 5 tonne Hour 1024.00 140.00 66.9060 Transformer 250 KVA Month 3628.00 --- ---61 Truck 10 t ( including tyres ) Hour 283.00 242.00 61.3062 Upright drilling machine / Grinding machine Hour 19.00 27.00 64.1063 Ventilation fan 20 hp ( twin ) Hour 6.00 107.00 10.0064 Vibrating plate compactor ( Diesel ) Hour 56.00 64.00 96.9065 Vibratory pad foot roller 8 t Hour 1164.00 834.00 98.0066 Waggon drill Hour 223.00 9.00 96.9067 Water tanker 8000 ltr ( including tyres ) Hour 281.00 242.00 61.3068 Welding transformer Hour 12.00 65.00 ---69 Winch 35 hp ( electric ) Hour 101.00 188.00 98.10

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

STANDARD DATA FOR MACHINERY

HIRE / FUEL / CREW CHARGES OF MACHINERY ( Contd )

( FOR WORKING OUT HIRE CHARGES )

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 Air compressor 5 cmm ( electric ) 10 16000 80 1.00 0.753 Air compressor 7 cmm ( diesel ) 8 10000 100 1.00 0.754 Air compressor 7 cmm ( electric ) 10 16000 80 1.00 0.755 Air compressor 8.5 cmm ( diesel ) 8 10000 100 1.00 0.756 Air compressor 8.5 cmm ( electric ) 10 16000 80 1.00 0.757 Air compressor 15 cmm ( electric ) 20 30000 80 1.00 1.008 Angle Dozer 90 hp 10 12000 200 0.57 0.759 Batching plant 6 cum / hr 18 30000 75 1.00 1.00

10 Batching plant 15 cum / hr 18 30000 75 1.00 1.0011 Batching plant 50 cum / hr 18 30000 75 1.00 1.0012 Bending machine 15 30000 50 1.00 1.0013 Concrete bucket 1.5 cum 3 5000 25 1.00 1.0014 Concrete hand mixer 45 / 30 ltr 5 6000 80 1.00 1.0015 Concrete mixer 300 / 200 ltr ( diesel ) 5 6000 80 1.00 1.0016 Concrete mixer 300 / 200 ltr ( electric ) 5 6000 80 1.00 1.0017 Concrete mixer 600 / 400 ltr ( diesel ) 5 6000 80 1.00 1.0018 Concrete mixer 600 / 400 ltr ( electric ) 5 6000 80 1.00 1.0019 Concrete paver 100 sqm / hr 16 20000 100 1.00 1.0020 Convey mucker 10 15000 100 0.58 1.00

Tyres and tubes 6 sets 1 950 25 --- ---21 Core drilling machine 8 8000 80 1.00 1.0022 Diesel generating set 30 KVA 10 20000 100 1.00 1.0023 Diesel generating set 50 KVA 10 20000 100 1.00 1.0024 Diesel Loco 45 hp 10 16000 120 1.00 0.7525 Dewatering pump 5 hp ( diesel ) 8 10000 100 1.00 1.0026 Dewatering pump 5 hp ( electric ) 12 20000 70 1.00 1.0027 Dewatering pump 10 hp ( diesel ) 8 10000 100 1.00 1.0028 Dewatering pump 10 hp ( electric ) 12 20000 70 1.00 1.0029 Dewatering pump 20 hp ( diesel ) 8 10000 100 1.00 1.0030 Dewatering pump 20 hp ( electric ) 12 20000 70 1.00 1.0031 Drifter 10 8000 80 1.00 1.0032 Drilling jumbo 8 12000 100 0.30 0.10

Tyres and tubes 6 sets 1 950 25 --- ---33 Dumper 4.5 cum 8 10000 175 0.30 0.70

Tyres and tubes 6 sets 1 950 25 --- ---34 Geophysical electric resistivity meter 5 10000 75 1.00 1.0035 Grouting pump 10 10000 80 1.00 1.0036 Guniting / sand blasting equipment 5 6000 100 1.00 1.0037 Ice plant & accessories 30 t / day 20 40000 75 1.00 0.7538 Jack hammer 10 8000 80 1.00 1.00

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 Mobile crane 8 t ( pick & carry ) 10 12000 150 0.50 1.00Tyres and tubes 6 sets 1 1300 25 --- ---

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

41 Needle vibrator 40 mm ( petrol ) 3 5000 70 1.00 0.5042 Needle vibrator 40 mm ( electric ) 3 5000 70 1.00 0.5043 Needle vibrator 60 mm ( petrol ) 3 5000 70 1.00 0.5044 Needle vibrator 60 mm ( electric ) 3 5000 70 1.00 0.5045 Pile boring rig with accessories 10 12000 150 1.00 1.0046 Planing machine 4 m stroke 16 20000 100 1.00 1.0047 Plate shearing machine 15 30000 100 1.00 1.0048 Pneumatic placer 0.5 cum 5 8000 100 1.00 1.0049 Pneumatic tamper 10 10000 80 1.00 1.0050 Pug cutting machine 10 8000 150 1.00 1.0051 Pusher leg 10 10000 80 1.00 1.0052 Road roller diesel 10 t 8 10000 80 1.00 1.0053 Shovel 0.50 cum 75 hp 10 12000 150 0.50 0.8054 Shovel 0.85 cum 110 hp 10 12000 150 0.50 1.0055 Spinning machine 15 30000 50 1.00 1.0056 Stationery derric crane 10 16000 50 1.00 1.0057 Tipper 5 cum 10 16000 175 0.30 0.70

Tyres and tubes 6 sets 1 1300 25 --- ---58 Tipping tub 1.5 cum 5 8000 80 1.00 1.0059 Tower crane 5 tonne 20 30000 120 1.00 1.0060 Transformer 250 KVA 15 --- 25 1.00 1.0061 Truck 10 t 10 16000 175 0.30 0.70

Tyres and tubes 6 sets 1 1300 25 --- ---62 Upright drilling machine 10 8000 150 1.00 1.0063 Ventilation fan 20 hp 12 58000 80 1.00 1.0064 Vibrating plate compactor ( diesel ) 8 8000 200 1.00 1.0065 Vibratory pad foot roller 8 t 8 8000 200 1.00 1.0066 Waggon drill 8 8000 80 1.00 1.0067 Water tanker 8000 ltr 10 16000 175 0.30 0.70

Tyres and tubes 6 sets 1 1300 25 --- ---68 Welding set 10 8000 100 0.50 1.0069 Winch 35 hp ( electric ) 8 8000 120 1.00 1.00

STANDARD DATA FOR MACHINERY ( contd )


41

BASIC DATA

2011-12

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 168.11 113.008 224.15 22.41 10.27345 538.00Tyres and tubes 6 sets 81.28 9.93 22.58 2.26 --- 116.00

2 Air compressor 5 cmm (ele) 26.18 17.60 23.27 2.33 1.60 71.003 Air compressor 7 cmm (diesel) 60.71 33.39 67.46 6.75 3.04 171.004 Air compressor 7 cmm (ele) 33.37 22.43 29.67 2.97 2.04 90.005 Air compressor 8.5 cmm diesel 73.66 40.51 81.84 8.18 3.68 208.006 Air compressor 8.5 cmm (ele) 40.96 27.54 36.41 3.64 2.50 111.007 Air compressor 15 cmm (ele) 33.00 42.35 29.33 2.93 3.85 111.008 Angle Dozer 90 hp 284.51 191.26 632.25 63.23 17.39 1189.009 Batching plant 6 cum / hr 42.12 48.90 35.10 3.51 4.45 134.00

10 Batching plant 15 cum / hr 98.03 113.82 81.69 8.17 10.35 312.0011 Batching plant 50 cum / hr 162.78 189.01 135.65 13.57 17.18 518.0012 Bending machine 15.10 14.76 8.39 0.84 1.34 40.0013 Concrete bucket 1.5 cum 7.34 1.80 2.04 0.20 0.16 12.0014 Concrete hand mixer 45/30 ltr 4.47 1.64 3.97 0.40 0.15 11.0015 Concrete mixer 300/200(diesel) 18.02 6.61 16.01 1.60 0.60 43.0016 Concrete mixer 300/200 (ele) 16.61 6.09 14.76 1.48 0.55 39.0017 Concrete mixer 600/400(diesel) 36.39 13.34 32.35 3.23 1.21 87.0018 Concrete mixer 600/400 (ele ) 33.39 12.24 29.68 2.97 1.11 79.0019 Concrete paver 100 sqm/ hr 86.49 89.85 96.10 9.61 8.17 290.0020 Convey mucker 192.20 129.20 213.55 21.36 11.75 568.00

Tyres and tubes 6 sets 81.28 9.93 22.58 2.26 --- 116.0021 Core drilling machine 100.51 55.28 89.34 8.93 5.03 259.0022 Diesel generating set 30 KVA 20.86 14.02 23.18 2.32 1.27 62.00

( EXCLUDING FUEL & CREW ) FOR THE YEAR :

RATE ANALYSIS FOR HIRE CHARGES OF MACHINERY

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


23 Diesel generating set 50 KVA 32.79 22.04 36.44 3.64 2.00 97.0024 Diesel Loco 45 hp 76.42 51.37 101.90 10.19 4.67 245.0025 Dewatering pump 5 hp (diesel) 2.48 1.36 2.75 0.28 0.12 7.0026 Dewatering pump 5 hp (electric) 1.05 0.83 0.82 0.08 0.08 3.0027 Dewatering pump 10 hp (diesel) 4.14 2.28 4.60 0.46 0.21 12.0028 Dewatering pump 10 hp (ele) 1.83 1.45 1.42 0.14 0.13 5.0029 Dewatering pump 20 hp (diesel) 10.00 5.50 11.11 1.11 0.50 28.0030 Dewatering pump 20 hp (ele) 4.12 3.27 3.20 0.32 0.30 11.0031 Drifter 82.16 55.23 73.03 7.30 5.02 223.0032 Drilling jumbo 78.80 43.34 87.55 8.76 3.94 222.00

Tyres and tubes 6 sets 81.28 9.93 22.58 2.26 --- 116.0033 Dumper 4.5 cum 98.82 54.35 192.15 19.22 4.94 369.00

Tyres and tubes 6 sets 93.48 11.42 25.97 2.60 --- 133.0034 Geophysical resistivity meter 27.81 10.20 23.18 2.32 0.93 64.0035 Grouting pump 7.36 4.95 6.54 0.65 0.45 20.0036 Guniting/Sand blast equipment 33.02 12.11 36.68 3.67 1.10 87.0037 Ice plant & accessories 30t/day 42.59 54.66 35.50 3.55 4.97 141.0038 Jack hammer 5.38 3.61 4.78 0.48 0.33 15.0039 Mobile crane 8 t ( pick & carry ) 82.43 55.41 137.38 13.74 5.04 294.00

Tyres and tubes 6 sets 59.40 7.26 16.50 1.65 --- 85.0040 Mobile crane 25 t ( revolving ) 1037.62 824.33 1729.37 172.94 74.94 3839.00

Tyres and tubes 6 sets 59.40 7.26 16.50 1.65 --- 85.0041 Needle vibrator 40 mm (petrol) 3.76 0.92 2.93 0.29 0.08 8.0042 Needle vibrator 40 mm (ele) 3.33 0.81 2.59 0.26 0.07 7.0043 Needle vibrator 60 mm (petrol) 4.25 1.04 3.30 0.33 0.09 9.0044 Needle vibrator 60 mm (ele) 3.78 0.92 2.94 0.29 0.08 8.0045 Pile boring rig 301.28 202.52 502.13 50.21 18.41 1075.0046 Planing machine 4 m stroke 26.88 27.93 29.87 2.99 2.54 90.0047 Plate shearing machine 19.33 18.90 21.47 2.15 1.72 64.0048 Pneumatic placer 0.5 cum 52.29 19.17 58.10 5.81 1.74 137.0049 Pneumatic tamper 4.48 3.01 3.98 0.40 0.27 12.0050 Pug cutting machine 4.69 3.15 7.82 0.78 0.29 17.0051 Pusher leg 2.99 2.01 2.66 0.27 0.18 8.0052 Road roller diesel 10 t 91.22 50.17 81.08 8.11 4.56 235.0053 Shovel 0.50 cum 75 hp 209.35 140.73 348.91 34.89 12.79 747.0054 Shovel 0.85 cum 110 hp 346.31 232.80 577.19 57.72 21.16 1235.0055 Spinning machine 15.08 14.74 8.38 0.84 1.34 40.0056 Stationery derric crane 5 t 28.97 19.47 16.09 1.61 1.77 68.0057 Tipper 5 cum 49.56 33.32 96.37 9.64 10.25 199.00

Tyres and tubes 6 sets 59.40 7.26 16.50 1.65 --- 85.0058 Tipping tub 1.5 cum 12.98 4.76 11.54 1.15 0.43 31.0059 Tower crane 5 tonne 264.81 339.84 353.08 35.31 30.89 1024.0060 Transformer 250 KVA 1529.50 1495.51 424.86 42.49 135.96 3628.00

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


61 Truck 10 t 49.28 33.12 95.81 9.58 10.24 198.00Tyres and tubes 6 sets 59.40 7.26 16.50 1.65 --- 85.00

62 Upright drilling machine 5.33 3.58 8.89 0.89 0.33 19.0063 Ventilation fan 20 hp 2.09 1.66 1.86 0.19 0.15 6.0064 Vibrating plate compactor 13.91 7.65 30.90 3.09 0.70 56.0065 Vibratory pad foot roller 8 t 287.72 158.25 639.38 63.94 14.39 1164.0066 Waggon drill 86.50 47.58 76.89 7.69 4.33 223.0067 Water tanker 8000 ltr 48.81 32.81 94.92 9.49 10.21 196.00

Tyres and tubes 6 sets 59.40 7.26 16.50 1.65 --- 85.0068 Welding set 4.10 2.75 4.55 0.46 0.25 12.0069 Winch 35 hp (electric) 32.91 18.10 43.88 4.39 1.65 101.00

2011-12

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 --- 564.465 141.12 706.002 Air compressor 5 cmm(electric) 45.00 --- 25.18 151.07 30.21 181.00

RATE ANALYSIS FOR FUEL CHARGES OF MACHINERY

RATE ANALYSIS FOR HIRE CHARGES ( contd )

FOR THE YEAR :

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 7 cmm (diesel) 60.00 9.90 --- 461.84 115.46 577.004 Air compressor 7 cmm (ele) 60.00 --- 33.57 201.42 40.28 242.005 Air compressor 8.5 cmm(diesel) 75.00 12.38 --- 577.29 144.32 722.006 Air compressor 8.5 cmm ( ele ) 75.00 --- 41.96 251.78 50.36 302.007 Air compressor 15 cmm ( ele ) 125.00 --- 93.25 559.50 111.90 671.008 Angle Dozer 90 hp 90.00 8.46 --- 394.87 98.72 494.009 Batching plant 6 cum / hr 25.00 --- 18.65 111.90 22.38 134.00

10 Batching plant 15 cum / hr 45.00 --- 33.57 201.42 40.28 242.0011 Batching plant 50 cum / hr 55.00 --- 41.03 246.18 49.24 295.0012 Bending machine 15.00 --- 11.19 67.14 13.43 81.0013 Concrete bucket 1.5 cum --- --- --- --- 5.61 6.0014 Concrete hand mixer 45/30 ltr --- --- --- --- 3.74 4.0015 Concrete mixer 300/200 (diesel) 5.00 1.10 --- 51.32 12.83 64.0016 Concrete mixer 300/200 ltr (ele) 5.00 --- 3.73 22.38 4.48 27.0017 Concrete mixer 600/400 (diesel) 10.00 2.20 --- 102.63 25.66 128.0018 Concrete mixer 600/400 ltr (ele) 10.00 --- 7.46 44.76 8.95 54.0019 Concrete paver 100 sqm/ hr --- --- --- --- 18.70 19.0020 Convey mucker 60.00 --- 25.96 155.76 31.15 187.0021 Core drilling machine 15.00 3.30 --- 153.95 38.49 192.0022 Diesel generating set 30 KVA 40.00 8.80 --- 410.52 102.63 513.0023 Diesel generating set 50 KVA 60.00 13.20 --- 615.78 153.95 770.0024 Diesel Loco 45 hp 45.00 7.43 --- 346.38 86.59 433.0025 Dewatering pump 5 hp (diesel) 5.00 1.10 --- 51.32 12.83 64.0026 Dewatering pump 5 hp (electric) 5.00 --- 3.73 22.38 4.48 27.0027 Dewatering pump 10 hp (diesel) 10.00 2.20 --- 102.63 25.66 128.0028 Dewatering pump 10 hp (ele) 10.00 --- 7.46 44.76 8.95 54.0029 Dewatering pump 20 hp (diesel) 20.00 4.40 --- 205.26 51.32 257.0030 Dewatering pump 20 hp (ele) 20.00 --- 14.92 89.52 17.90 107.0031 Drifter --- --- --- --- 5.61 6.0032 Drilling jumbo 90.00 0.59 --- 27.71 6.93 35.0033 Dumper 4.5 cum 120.00 5.54 --- 258.63 64.66 323.0034 Geophysical resistivity meter --- --- --- --- 0.00 0.0035 Grouting pump 5.00 --- 3.73 22.38 4.48 27.0036 Guniting/Sand blast equipment --- --- --- --- 9.35 9.0037 Ice plant & accessories30 t/day 210.00 --- 117.50 704.97 140.99 846.0038 Jack hammer --- --- --- --- 5.61 6.0039 Mobile crane 8 t ( pick & carry ) 90.00 9.90 --- 461.84 115.46 577.0040 Mobile crane 25 t ( revolving ) 125.00 27.50 1282.88 320.72 1604.0041 Needle vibrator 40 mm (petrol) 2.00 0.22 --- 14.443 3.61075 18.0042 Needle vibrator 40 mm (ele) 2.00 --- 0.75 4.48 0.90 5.0043 Needle vibrator 60 mm (petrol) 3.00 0.33 --- 21.6645 5.42 27.0044 Needle vibrator 60 mm (ele) 3.00 --- 1.12 6.71 1.34 8.0045 Pile boring rig 90.00 19.80 923.67 230.92 1155.00

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 Planing machine 4 m stroke 15.00 --- 11.19 67.14 13.43 81.0047 Plate shearing machine 20.00 --- 14.92 89.52 17.90 107.0048 Pneumatic placer 0.5 cum --- --- --- --- 3.74 4.0049 Pneumatic tamper --- --- --- --- 5.61 6.0050 Pug cutting machine 0.50 --- 0.37 2.24 0.45 3.0051 Pusher leg --- --- --- --- 3.74 4.0052 Road roller diesel 10 t 45.00 9.9 --- 461.835 115.46 577.0053 Shovel 0.50 cum 75 hp 75.00 6.6 --- 307.89 76.97 385.0054 Shovel 0.85 cum 110 hp 110.00 12.1 --- 564.465 141.12 706.0055 Spinning nachine 15.00 --- 11.19 67.14 13.43 81.0056 Stationery derric crane --- --- --- --- 9.35 9.0057 Tipper 5 cum 90.00 4.16 --- 193.97 48.49 242.0058 Tipping tub 1.5 cum --- --- --- --- 9.35 9.0059 Tower crane 5 tonne 26.00 --- 19.40 116.38 23.28 140.0060 Transformer 250 KVA --- --- --- --- --- 0.0061 Truck 10 t 90.00 4.16 --- 193.97 48.49 242.0062 Upright drilling machine 5.00 --- 3.73 22.38 4.48 27.0063 Ventilation fan 20 hp 20.00 --- 14.92 89.52 17.90 107.0064 Vibrating plate compactor 5.00 1.10 --- 51.32 12.83 64.0065 Vibratory pad foot roller 8 t 65.00 14.30 --- 667.10 166.77 834.0066 Waggon drill --- --- --- --- 9.35 9.0067 Water tanker 8000 ltr 90.00 4.16 --- 193.97 48.49 242.0068 Welding set --- --- 9.00 54.00 10.80 65.0069 Winch 35 hp (electric) 35.00 --- 26.11 156.66 31.33 188.00

2011-12

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 `: 159.25Helper compressor per day `: 153.25Life of Air compressor ( diesel ) in hours : 10000Life of Air compressor ( diesel ) in years : 8

FOR THE YEAR :RATE ANALYSIS FOR OPERATING CREW CHARGES

RATE ANALYSIS FOR FUEL CHARGES ( contd )

46

BASIC DATA

Yearly usage of Air compressor in hours ( 10000 / 8 ) : 1250Yearly wages of Operator compressor = ( 26 x 12 x Daily wages ) `: 49686.00Yearly wages of Helper compressor = ( 26 x 12 x Daily wages ) `: 47814.00Total yearly operating crew charges for Air compressor ( diesel ) `: 97500.00Hourly operating crew charges= ( yearly crew charges / yearly usage of machinery) Rs: 78.00

Rounded off to `: 78.00

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 50310.00 47814.00 1000 98.102 Air compressor 5 cmm (ele) 1 1 49686.00 47814.00 1600 60.903 Air compressor 7 cmm (diesel) 1 1 49686.00 47814.00 1250 78.004 Air compressor 7 cmm (ele) 1 1 49686.00 47814.00 1600 60.905 Air compressor 8.5 cmm diesel 1 1 49686.00 47814.00 1250 78.006 Air compressor 8.5 cmm ( ele ) 1 1 49686.00 47814.00 1600 60.907 Air compressor 15 cmm ( ele ) 1 1 49686.00 47814.00 1500 65.008 Angle Dozer 90 hp 1 1 52494.00 47814.00 1200 83.609 Batching plant 6 cum / hr 2 2 99372.00 95628.00 1667 117.00

10 Batching plant 15 cum / hr 2 2 99372.00 95628.00 1667 117.0011 Batching plant 50 cum / hr 2 2 99372.00 95628.00 1667 117.0012 Bending machine 1 1 51246.00 47814.00 2000 49.5013 Concrete bucket 1.5 cum --- --- --- --- --- ---14 Concrete hand mixer 45/30 ltr --- --- --- --- --- ---15 Concrete mixer 300/200 (diesel) 1 1 49686.00 47814.00 1200 81.3016 Concrete mixer 300/200 ltr (ele) 1 1 49686.00 47814.00 1200 81.3017 Concrete mixer 600/400 (diesel) 1 1 49686.00 47814.00 1200 81.3018 Concrete mixer 600/400 ltr (ele) 1 1 49686.00 47814.00 1200 81.3019 Concrete paver 100 sqm / hr 2 2 99372.00 95628.00 1250 156.0020 Convey mucker 1 1 49686.00 47814.00 1500 65.0021 Core drilling machine 1 1 49686.00 47814.00 1000 97.5022 Diesel generating set 30 KVA 1 1 49686.00 47814.00 2000 48.8023 Diesel generating set 50 KVA 1 1 49686.00 47814.00 2000 48.8024 Diesel Loco 45 hp 1 1 50310.00 47814.00 1600 61.3025 Dewatering pump 5 hp (diesel) 1 --- 48438.00 --- 1250 38.8026 Dewatering pump 5 hp (ele) 1 --- 48438.00 --- 1667 29.1027 Dewatering pump 10 hp (diesel) 1 --- 48438.00 --- 1250 38.8028 Dewatering pump 10 hp (ele) 1 --- 48438.00 --- 1667 29.1029 Dewatering pump 20 hp (diesel) 1 --- 48438.00 --- 1250 38.8030 Dewatering pump 20 hp (ele) 1 --- 48438.00 --- 1667 29.1031 Drifter 1 1 49062.00 47814.00 800 121.1032 Drilling jumbo 1 1 50310.00 47814.00 1500 65.4033 Dumper 4.5 cum 1 1 50310.00 47814.00 1250 78.5034 Geophysical resistivity meter --- --- --- --- --- ---

Total Yearly wages

RATE ANALYSIS FOR CREW CHARGES ( contd )

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 Grouting pump 1 1 48750.00 47814.00 1000 96.6036 Guniting/Sand blast equipment 1 1 48750.00 47814.00 1200 80.5037 Ice plant & accessories30 t/day 1 1 49686.00 47814.00 2000 48.8038 Jack hammer 1 1 49062.00 47814.00 800 121.1039 Mobile crane 8 t ( pick & carry ) 1 1 50310.00 47814.00 1200 81.8040 Mobile crane 25 t ( revolving ) 1 1 50310.00 47814.00 1250 78.5041 Needle vibrator 40 mm (petrol) 1 1 48438.00 47814.00 1667 57.7042 Needle vibrator 40 mm (ele) 1 1 48438.00 47814.00 1667 57.7043 Needle vibrator 60 mm (petrol) 1 1 48438.00 47814.00 1667 57.7044 Needle vibrator 60 mm (ele) 1 1 48438.00 47814.00 1667 57.7045 Pile boring rig 1 1 52494.00 47814.00 1200 83.6046 Planing machine 4 m stroke 1 1 51246.00 47814.00 1250 79.2047 Plate shearing machine 1 1 51246.00 47814.00 2000 49.5048 Pneumatic placer 0.5 cum 1 1 49686.00 --- 1600 31.1049 Pneumatic tamper 1 1 49062.00 47814.00 1000 96.9050 Pug cutting machine --- --- --- --- --- ---51 Pusher leg --- --- --- --- --- ---52 Road roller diesel 10 t 1 1 49530.00 47814.00 1250 77.9053 Shovel 0.50 cum 75 hp 1 1 52494.00 47814.00 1200 83.6054 Shovel 0.85 cum 110 hp 1 1 52494.00 47814.00 1200 83.6055 Spinning machine 1 1 51246.00 47814.00 2000 49.5056 Stationery derric crane --- --- --- --- --- ---57 Tipper 5 cum 1 1 50310.00 47814.00 1600 61.3058 Tipping tub 1.5 cum --- --- --- --- --- ---59 Tower crane 5 tonne 1 1 52494.00 47814.00 1500 66.9060 Transformer 250 KVA --- --- --- --- --- ---61 Truck 10 t 1 1 50310.00 47814.00 1600 61.3062 Upright drilling machine 1 1 51246.00 --- 800 64.1063 Ventilation fan 20 hp 1 1 48438.00 --- 4833 10.0064 Vibrating plate compactor 1 1 49062.00 47814.00 1000 96.9065 Vibratory pad foot roller 8 t 1 1 50154.00 47814.00 1000 98.0066 Waggon drill 1 1 49062.00 47814.00 1000 96.9067 Water tanker 8000 ltr 1 1 50310.00 47814.00 1600 61.3068 Welding set --- --- --- --- --- ---69 Winch 35 hp (electric) 1 1 50310.00 47814.00 1000 98.10

Total Yearly wages

RATE ANALYSIS FOR CREW CHARGES ( contd )

48

BASIC DATA

2011-12

AND


LOADING / UNLOADING CHARGES

FOR THE YEAR :

SCHEDULE OF RATES

LEAD / LIFT CHARGES

49

BASIC DATA

50

BASIC DATA

2011-12

HIRE CHARGES OF MACHINERY: Hire Fuel CrewCharge Charge Charge

Truck 10 t per hour `: 283.00 242.00 61.30Tipper 5 cum per hour `: 284.00 242.00 61.30Water tanker 8000 ltr per hour `: 281.00 242.00 61.30Pump 5 hp diesel per hour `: 7.00 64.00 38.80

WAGES OF WORKERS: Per Day

Cement / Steel handling mazdoor `: 145.75Heavy mazdoor `: 143.75Light mazdoor `: 142.25

OTHERS :

Sundries `: 33.00

REFERENCE DATA FOR THE YEAR :

LEAD / LIFT / LOADING & UNLOADING CHARGES

51

BASIC DATA

2011-12

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 `: 26.60 / 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 `: 63.60 / 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 `: 14.00 / 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.

NOTES ON SCHEDULE OF RATESLEAD, LIFT, LOADING AND UNLOADING CHARGES FOR MOTERIALS

FOR THE YEAR :

52

BASIC DATA

2011-12

Sl Cement /No. Reinforce-

ment steel / Structu-ral steel` / tonne

1 4

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

2 Total lead upto 100 m 15.90

3 Total lead upto 150 m 31.80

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.

2011-12

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

Murum / Cut stone/ Pipes / slab / B.SGravel / Coarse AC & GI slab / CCLime / aggregate sheets / block /Surki RCC pole Laterite /

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

1 3 4 5 6 7

1 Lead upto 1 km 38.00 52.70 41.00 102.40 31.70

2 Lead more than 1 km upto 2 km 46.90 61.50 46.50 115.30 37.20




6 Every km beyond 5 km upto 30 km 7.80 7.80 4.90 11.40 4.80

7 Every km beyond 30 km 7.30 7.30 4.60 10.80 4.60

CONVEYANCE CHARGES FOR MATERIALS BY ANY MODE

26.60

53.20

Shahbad slabs / BS

` / cum

Total distance

34.20

initial lead

Laterite blocks /

3

Cut stone / Rubble /

` / cum

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

FOR THE YEAR :

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

CONVEYANCE CHARGES FOR MATERIALS BY HEAD LOAD

( Excluding loading and unloading charges )

initial lead

Wood

Distance

2

68.50

2 5

FOR THE YEAR :

Coarse aggregate

53

BASIC DATA

2011-12

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 45.00 53.20 49.60 47.10 15.00

2 Unloading 9.30 26.60 49.60 47.10 Gravity

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

2011-12

Sl Cement /No. Reinforce-

ment steel/ Str steel/RCC pole` / tonne

1 4

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

2 Total lift upto 3.00 m 3.40




Description of item

Total lift Earth /Sand /Gravel /

Rubble / Coarse

Murrum/ Lime/ Surki/Size stone/Cut stone

PCC slab / Shahbadslab / CC block /

BS slab / Laterite /

LOADING AND UNLOADING CHARGES FOR MATERIALS

2

LIFT CHARGES FOR MATERIALS

Initial lift

aggregate` / cum

4.70

Wood

FOR THE YEAR :

( Total lift includes initial lift )

25.10

14.00

9.30

` / cum

18.80

5

FOR THE YEAR :

32

18.60

Initial lift

6.30

12.60

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 1.00 142.25 142.25

0.00 0.00 0.00Total `: 142.25

Add for small Tools & Plants @ 1% `: 1.42Add for Contractor's Profit @ 10% `: 14.23Add for Hidden cost on Labour @ 15% `: 21.34Add for Contractor's Overheads @ 5% `: 7.11Total for materials under Category I or II for 7.00 cum `: 186.35

Rate per cum Rs: 26.60

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 `: 284.50

Add for small Tools & Plants @ 1% `: 2.85Add for Contractor's Profit @ 10% `: 28.45Add for Hidden cost on Labour @ 15% `: 42.68Add for Contractor's Overheads @ 5% `: 14.23Total for materials under Category I or II for 7.00 cum `: 372.70


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 1.00 145.75 145.75

0.00 0.00 0.00Total `: 145.75

Add for small Tools & Plants @ 1% `: 1.46Add for Contractor's Profit @ 10% `: 14.58Add for Hidden cost on Labour @ 15% `: 21.86Add for Contractor's Overheads @ 5% `: 7.29Total for materials under Category III for 12.00 tonne `: 190.93

Rate per tonne Rs: 15.90

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 `: 291.50

Add for small Tools & Plants @ 1% `: 2.92Add for Contractor's Profit @ 10% `: 29.15Add for Hidden cost on Labour @ 15% `: 43.73Add for Contractor's Overheads @ 5% `: 14.58Total for materials under Category III for 12.00 tonne `: 381.87

Rate per tonne Rs: 31.80

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 1.00 143.75 143.75

0.00 0.00 0.00Total `: 143.75

Add for small Tools & Plants @ 1% `: 1.44Add for Contractor's Profit @ 10% `: 14.38Add for Hidden cost on Labour @ 15% `: 21.56Add for Contractor's Overheads @ 5% `: 7.19Total for materials under Category IV for 5.50 cum `: 188.31


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 `: 287.50

Contd

58

BASIC DATA

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

ContdAdd for small Tools & Plants @ 1% `: 2.88Add for Contractor's Profit @ 10% `: 28.75Add for Hidden cost on Labour @ 15% `: 43.13Add for Contractor's Overheads @ 5% `: 14.38Total for materials under Category IV for 5.50 cum `: 376.63


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 mmLoading : 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 28.40 23.672 Crew charges ( full ) Hour 0.833 61.30 51.08

Total `: 74.75Add for small Tools & Plants @ 1% `: 0.75

Contd

61

BASIC DATA

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

ContdAdd for Contractor's Profit on Fuel & Crew charges @ 10% `: 5.11Add for Hidden cost on Crew @ 15% `: 7.66Add for Contractor's Overheads @ 5% `: 3.74Total for machinery under category I for 5.00 cum `: 92.01

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 28.30 42.452 Crew charges ( full ) Hour 1.500 61.30 91.95

Total `: 134.40Add for small Tools & Plants @ 1% `: 1.34Add for Contractor's Profit on Fuel & Crew charges @ 10% `: 9.20Add for Hidden cost on Crew @ 15% `: 13.79Add for Contractor's Overheads @ 5% `: 6.72Total for machinery under category II for 5.00 cum `: 165.45

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 28.30 56.602 Crew charges Hour 2.000 61.30 122.603 Sundries ( extra waiting time / tarpaulin etc ) LS 0.250 33.00 8.25

Total `: 187.45Add for small Tools & Plants @ 1% `: 1.87Add for Contractor's Profit on Fuel & Crew charges @ 10% `: 13.09Add for Hidden cost on Crew @ 15% `: 18.39Add for Contractor's Overheads @ 5% `: 9.37Total for machinery under category III for 8.00 tonne `: 230.17

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 28.30 64.152 Crew charges Hour 2.267 61.30 138.95

Total `: 203.09Add for small Tools & Plants @ 1% `: 2.03Add for Contractor's Profit on Fuel & Crew charges @ 10% `: 13.89Add for Hidden cost on Crew @ 15% `: 20.84Add for Contractor's Overheads @ 5% `: 10.15Total for machinery under category IV for 3.40 cum `: 250.02

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 28.10 39.812 Crew charges Hour 1.417 61.30 86.84

Total `: 126.65Add for small Tools & Plants @ 1% `: 1.27Add for Contractor's Profit on Fuel & Crew charges @ 10% `: 8.68Add for Hidden cost on Crew @ 15% `: 13.03Add for Contractor's Overheads @ 5% `: 6.33Total for machinery under category V for 8000.00 litres `: 155.96

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 0.148 284.00 42.13

Fuel charges Hour 0.148 242.00 35.902 Crew charges Hour 0.148 61.30 9.09

Total `: 87.12Add for small Tools & Plants @ 1% `: 0.87Add for Contractor's Profit on Fuel & Crew charges @ 10% `: 4.50Add for Hidden cost on Crew @ 15% `: 1.36Add for Contractor's Overheads @ 5% `: 4.36Total for machinery under category I for 5.00 cum `: 98.21


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 0.148 283.00 41.98



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 `: 86.97Add for small Tools & Plants @ 1% `: 0.87Add for Contractor's Profit on Fuel & Crew charges @ 10% `: 4.50Add for Hidden cost on Crew @ 15% `: 1.36Add for Contractor's Overheads @ 5% `: 4.35Total for machinery under category III for 8.00 tonne `: 98.05Total for machinery under category IV for 3.40 cum `: 98.05

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 283.00 15.71




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

No. in `. in `.1 Water tanker hire charges Hour 0.148 281.00 41.68


Total `: 86.67Add for small Tools & Plants @ 1% `: 0.87Add for Contractor's Profit on Fuel & Crew charges @ 10% `: 4.50Add for Hidden cost on Crew @ 15% `: 1.36Add for Contractor's Overheads @ 5% `: 4.33Total for machinery under category V for 8000.00 Litres `: 97.73


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 `: 92.01Running time hire charges `: 98.21Total for 5.00 cum `: 190.21

Rate per cum `: 38.00For lead more than 1 km upto 2 km:

Waiting time idle hire charges `: 92.01Running time hire charges `: 142.34Total for 5.00 cum `: 234.35



Rate per cum `: 55.50

72

BASIC DATA

For lead more than 3 km upto 4 km:Waiting time idle hire charges `: 92.01Running time hire charges `: 226.20Total for 5.00 cum `: 318.21



Rate per cum `: 71.70For lead beyond 5 km upto 30 km:


Rate per cum / km `: 7.80For lead beyond 30 km:


Rate per cum / km `: 7.30

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 `: 38.89Total for 5.00 cum `: 38.89




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

For lead upto 1 km:Waiting time idle hire charges `: 230.17Running time hire charges `: 98.05Total for 8.00 tonne `: 328.22

Rate per tonne `: 41.00For lead more than 1 km upto 2 km:

Waiting time idle hire charges `: 230.17Running time hire charges `: 142.12Total for 8.00 tonne `: 372.29







Rate per tonne `: 62.00For lead beyond 5 km upto 30 km:


Rate per tonne/ km `: 4.90For lead beyond 30 km:


Rate per tonne/ km `: 4.60

74

BASIC DATA

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










Rate per cum `: 151.80For lead beyond 5 km upto 30 km:





FOR CATEGORY- V : Water

For lead upto 1 km:Waiting time idle hire charges `: 155.96Running time hire charges `: 97.73Total for 8000.00 litres `: 253.69

Rate per 1000 ltr `: 31.70For lead more than 1 km upto 2 km:

Waiting time idle hire charges `: 155.96Running time hire charges `: 141.66Total for 8000.00 litres `: 297.62

Rate per 1000 ltr `: 37.20

75

BASIC DATA

For lead more than 2 km upto 3 km:Waiting time idle hire charges `: 155.96Running time hire charges `: 184.49Total for 8000.00 litres `: 340.45

Rate per 1000 ltr `: 42.6For lead more than 3 km upto 4 km:


Rate per 1000 ltr / km `: `: 47.60For lead more than 4 km upto 5 km:


Rate per 1000 ltr / km `: `: 52.60For lead beyond 5 km upto 30 km:


Rate per 1000 ltr / km `: 4.80For lead beyond 30 km:


Rate per 1000 ltr / km `: 4.60

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 7.00 143.75 1006.252 Light mazdoor Day 5.00 142.25 711.25

Total `: 1717.50Add for small Tools & Plants @ 1% `: 17.18Add for Contractor's Profit @ 10% `: 171.75Add for Hidden cost on Labour @ 15% `: 257.63Add for Contractor's Overheads @ 5% `: 85.88Total for 50.00 cum `: 2249.93Loading Rate per cum `: 45.00

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 0.417 284.00 118.33

Fuel / Energy charges Hour 0.417 242.00 100.83Crew charges Hour 0.417 61.30 25.54

2 Heavy mazdoor Day 1.000 143.75 143.75Total `: 388.46

Add for small Tools & Plants @ 1% `: 3.88Add for Contractor's Profit on Fuel / Crew / Labour charges @ 10% `: 27.01Add for Hidden cost on Labour @ 15% `: 25.39Add for Contractor's Overheads @ 5% `: 19.42Total for 50.00 cum `: 464.17Unloading Rate per cum `: 9.30

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 12.00 143.75 1725.002 Light mazdoor Day 5.00 142.25 711.25

Total `: 2436.25Add for small Tools & Plants @ 1% `: 24.36Add for Contractor's Profit @ 10% `: 243.63Add for Hidden cost on Labour @ 15% `: 365.44Add for Contractor's Overheads @ 5% `: 121.81Total for 40.00 cum `: 3191.49Loading @ 2/3 of total Rate per cum `: 53.20Unloading @ 50 % of loading Rate per cum `: 26.60

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 `: 4664.00

Contd

77

BASIC DATA

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

ContdAdd for small Tools & Plants @ 1% `: 46.64Add for Contractor's Profit @ 10% `: 466.40Add for Hidden cost on Labour @ 15% `: 699.60Add for additional Hidden cost on Labour @ 5% `: 233.20Add for Contractor's Overheads @ 5% `: 233.20Total for 64.00 tonne `: 6343.04Loading @ 50 % apportioning Rate per tonne `: 49.60Unloading & stacking same rate as loading Rate per tonne `: 49.60

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 `: 1725.00

Add for small Tools & Plants @ 1% `: 17.25Add for Contractor's Profit @ 10% `: 172.50Add for Hidden cost on Labour @ 15% `: 258.75Add for Contractor's Overheads @ 5% `: 86.25Total for 24.00 cum `: 2259.75Loading @ 50 % apportioning Rate per cum `: 47.10Unloading & stacking same rate as loading Rate per cum `: 47.10

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 38.80 58.20

Total `: 96.07Add for small Tools & Plants @ 1% `: 0.96Add for Contractor's Profit on Fuel & Crew charges @ 10% `: 9.23

Contd

78

BASIC DATA

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

ContdAdd for Hidden cost on Labour @ 15% `: 8.73Add for Contractor's Overheads @ 5% `: 4.80Total for 8000 ltrs `: 119.79Loading Rate per 1000 ltrs `: 15.00Unloading 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 headload 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 perload 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 `: 142.25

Add for small Tools & Plants @ 1% `: 1.42Add for Contractor's Profit @ 10% `: 14.23Add for Hidden cost on Labour @ 15% `: 21.34Add for Contractor's Overheads @ 5% `: 7.11Total for 40.00 cum `: 186.35


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 `: 284.50



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 `: 426.75



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 `: 569.00



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 `: 145.75

Add for small Tools & Plants @ 1% `: 1.46Add for Contractor's Profit @ 10% `: 14.58Add for Hidden cost on Labour @ 15% `: 21.86Add for Contractor's Overheads @ 5% `: 7.29Total for 56.00 tonne `: 190.93

Rate per tonne `: 3.40


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 `: 291.50



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 `: 437.25






0.00 0.00 0.00Total `: 583.00



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 `: 143.75






0.00 0.00 0.00Total `: 287.50



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 `: 431.25



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 `: 575.00



84

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