ÀtÚ ¤ÃgÁªÀj )minorirrigation.karnataka.gov.in/.../schedule-of-rates-english-print.pdf ·...

FOR THE YEAR :

d®¸ÀA¥À£ÀÆä® E¯ÁSÉ( ¸ÀtÚ ¤ÃgÁªÀj )

WATER RESOURCES DEPARTMENT( MINOR IRRIGATION )

SCHEDULE OF RATES2014-15

MINOR IRRIGATION CIRCLEMYSORE

FINALISED BY SCHEDULE OF RATES COMMITTEE

1

FOR THE YEAR :

CONTENTS PAGES

BASIC DATA 13--40

DAM / BARRAGE AND ALLIED WORKS 41-51

CANAL AND ALLIED WORKS 53--72

CANAL CROSS DRAINAGE WORKS 73-96

LIFT IRRIGATION WORKS 97--115

GATES / HOISTS AND ALLIED WORKS 117--132

PRELIMINARY AND MAINTENANCE WORKS 133--150

PREPARATION OF D.P.R. FROM CONSULTANTS 151

AREA WEIGHTAGE 152



SCHEDULE OF RATES

2014-15


7

FOR THE YEAR : 2014-15

CONTENTS PAGES

GENERAL NOTES ON SCHEDULE OF RATES 11--12

STATEMENT OF RATES FOR MATERIALS 13--19

STATEMENT OF WAGES OF WORKERS 20--23

STATEMENT OF HIRE CHARGES OF MACHINERY 24-26

LEAD, LIFT, LOADING & UNLOADING CHARGES 27--30

EXTRACT OF NOTIFICATION ON ROYALTY CHARGES 31



SCHEDULE OF RATESBASIC DATA


8

BASIC DATA


1. These general notes are applicable to all sections of Schedule of Rates to the extentthey are relevant.

2. All materials to be used on work shall conform to relevant specifications of Bereau ofIndian standards.

3. The basic rates, except otherwise specified, are inclusive of initial lead upto 1 kmand all lifts. Additional lead, lift, loading and unloading charges, wherever applicable,shall be added to basic rate as per the procedure stipulated under notes in eachsection and under notes to lead, lift, loading and unloading charges. The quantitiesof materials for working out lead, lift, loading and unloading charges shall be as perthe statement of requirement of materials for various items of work included underrelevant section.

4. The basic rates are inclusive of cost of all materials including finishing, wastage,machinery, labour, enabling works, small tools & plants, loss on stocks, contractor'sprofit and overheads and hidden cost on labour.

5. The basic rates are inclusive of royalty charges on materials as per Notification No:CI 81 MMN 2014, BANGALORE DATED 18-02-2014The royalty charges, wherever applicable, shall be recovered at the prevailing ratesand kept under suspense account. If the agency of execution produces the proof /certificate from the competent authority for having paid the royalty charges to theGovernment, the amount so recovered may be refunded. Any difference due torevision in royalty shall be charged to the estimate.

6. The basic rates for concrete items are inclusive of standard finishing to surfaces.

7. The cement content indicated for concrete items in the item description is basedon theoretical mix computations. The actual cement content may vary based ontrial studies. A suitable clause shall be included in tender document for the workfor regulating the payment for any upword or downword variation in cement content.

8. The quantities of materials including wastage and requirement for incidentals forworking out additional lead, loading and unloading charges shall be as per thestatement of requirement of materials under each section.

9. The basic rates are exclusive of cost of site clearance, de-watering, working underwatery situation, de-silting, river diversion arrangements etc., wherever applicable.For items of work involving de-watering and working under watery situation, the basicrates may be increased by 5 percent for estimate purpose only.

10. Rate for Cement / Steel/ All types of pipes included in the S.R. shall be updated every quarter by Superintending Engineers and approved.Theses rates are to be considered for Estimate preparation and Evaluation of Tenders.

GENERAL NOTES ON SCHEDULE OF RATES

10

BASIC DATA

11. When the market rates for cement / steel fluctuate from the rates specified in theSchedule of rates, the difference in cost of these materials including 10% contractor'sprofit & 5% overheads shall be added to or deducted from the basic rate for finished item.

12. For operating payments for variations clause of Standarad Tender Document Contract agreement, the basic rates of affected items of Schedule of Rates shall be recast by considering the rates of Cement , Steel and all types of Pipes at the time of occuring of these items.

13. Useful rubble and stone chips obtained from excavation shall be issued to thecontractor for use on works ( including enabling works and aggregate crushing ) atthe rates specified for these materials in the Schedule of Rates. A suitable clause shall be included in the tender in this regard.

14. The rates as provided in the schedule of rates of PW,P & IWTD/ KUWS &DB/ ESCOM/ KPCL/PRED/ WRDO/BWSSB/CHESCOM may be adopted for the items not found in this Schedule of rates.

15. While Considering Lead Charges for (Metal, Sand, Cement, CA) preparation of of Estimates, The Lead charges from nearest place of availability or nearest Taluk Head Quarters whichever is nearer to the work spot is to be considered.

16 While considering lead charges for (All types of pipes) preparation of Estimates, thelead charges from nearest manufacturer/suppliers whichever is nearer to the workspot is to be considered.

GENERAL NOTES ON SCHEDULE OF RATES ( Contd )

11

BASIC DATA


Sl No. UNIT RATE in Rs.

1 3 4

I. CONSTRUCTION MATERIALS :

1 Acid resistant mortar mix kg 35.002 Acid resistant tiles Doz 155.003 Acetylene gas cum 312.004 Aluminium paint ltr 175.005 Anti-corrosive bituminous black paint ltr 115.006 Asphalt 80 / 100 and 85 / 25 Grade kg 42.007 Bentonite clay tonne 5000.008 Binding wire kg 55.009 Bolts / Nuts / Washers ( galvanized general purpose ) kg 90.00

10 Bolts / Nuts / Washers ( hot dipped galvanized ) kg 108.0011 Bolts / Nuts / Washers ( MS general purpose ) kg 66.0012 Bolts / Nuts / Washers ( stainless steel ) kg 180.0013 Burnt bricks Each 4.2514 Burnt stone slab 100 mm thick sqm 255.0015 Cast iron blocks kg 40.0016 Cement 43 Gr tonne 6000.0017 Cement concrete solid blocks 40 x 20 x 20 cm Each 22.0018 Coal tar epoxy paint ltr 230.0019 Coarse aggregate 10-4.75 mm ( at Taluka place ) cum 810.0020 Coarse aggregate 20-10 mm ( at Taluka place ) cum 780.0021 Coarse aggregate 40-20 mm ( at Taluka place ) cum 655.0022 Coarse aggregate 80-40 mm ( at Taluka place ) cum 335.0023 Cobble stone ( inter-locking type paving blocks ) 60 mm height sqm 250.0024 Cobble stone ( inter-locking type paving blocks ) 75 mm height sqm 330.0025 Coir brush Each 22.0026 Copper sheet kg 410.0027 Coursed rubble stone 300 x 300 x 450 mm Each 19.0028 Coursed rubble stone 300 x 300 x 600 mm Each 22.0029 Curing Compound ltr 123.0030 D - cord Rm 10.0031 De-greasing / de-rusting compound ltr 270.0032 Detonating fuse coil Rm 8.7533 Detonator delay type Each 20.0034 Detonator electric Each 11.2535 Detonator ordinary Each 6.75

BASIC DATA

STATEMENT OF RATES FOR MATERIALS

DESCRIPTION OF MATERIAL

2

12


1 3 4

I. CONSTRUCTION MATERIALS ( Contd ) :

36 Empty cement bag Each 3.0037 Explosive ANFO kg 41.0038 Explosive ANFO high strength booster kg 60.0039 Explosive small dia ( Kelvex-220 or equivalent ) kg 56.0040 Fine aggregate / sand ( unscreened ) ( at Taluka place ) cum 1250.0041 Fine aggregate / sand ( screened ) ( at Taluka place ) cum 1250.0042 Geo-textile filter fabric 200 gsm sqm 162.0043 Geo-textile filter fabric 250 gsm sqm 186.0044 G.I barbed wire 12 x 12 gauge kg 65.0045 G.I chain link mesh 10 gauge 50 x 50 mm opening sqm 220.0046 G I Pipe 15 mm dia A class Rm 100.0047 G I pipe 25 mm dia A class Rm 185.0048 G I pipe 40 mm dia B class Rm 220.0049 G I pipe 50 mm dia A class Rm 250.0050 G I Pipe 80 mm dia B Class Rm 340.0051 G I Pipe 100 mm dia B Class Rm 480.0052 G I Sheet ( corrugated ) Class II 1 mm thick tonne 59400.0053 G I Sheet ( plain ) Class II 1 mm thick tonne 55000.0054 G.I stretcher wire 8 gauge kg 74.0055 Hard wood ( Kiral-bogi or similar variety ) planks cum 36227.0056 Hariyala turfing sods sqm 20.0057 Hectometre stone one line dressed Each 230.0058 Hemp yarn kg 65.0059 Honne wood planks cum 51300.0060 Hume pipe with collar 150 mm dia Rm 230.0061 Hume pipe with collar 300 mm dia Rm 480.0062 Ironite compound kg 18.0063 J- Bolts 300 mm long Each 35.0064 Kilometre stone one line dressed Each 485.0065 LDPE sheet 500 micron thick sqm 96.0066 LDPE sheet 750 micron thick sqm 135.0067 LDPE sheet 1000 micron thick sqm 162.0068 M.S pipe 200 / 300 mm dia kg 60.0069 M.S pipe 32 mm dia Rm 158.0070 Murum cum 90.0071 Oxalic acid ltr 70.00

BASIC DATA

STATEMENT OF RATES FOR MATERIALS ( Contd )


2

13


1 3 4

I. CONSTRUCTION MATERIALS ( Contd ):

72 Oxygen gas cum 58.0073 PVC pipe 75 mm dia Rm 164.0074 PVC water stopper 310 mm wide ( central bulb type ) Rm 215.0075 Rapid wire mesh 50 x 50 opening non-galvanized sqm 135.0076 Reinforcement steel tonne 48000.0077 Rough stone 150 x 150 x 450 mm Each 9.0078 Rough stone 200 x 200 x 750 mm Each 14.5079 Rubber bottom seal for gate ( flat type ) Rm 175.0080 Rubber corner seal for gate ( music note type teflon claded ) Rm 890.0081 Rubber corner seal for gate ( music note type uncladed ) Rm 355.0082 Rubber side seal for gates ( music note type teflon claded ) Rm 815.0083 Rubber side seal for gate ( music note type uncladed ) Rm 285.0084 Rubber side seal for gate ( Z type ) Rm 355.0085 Rubber Sponge type seal 25 x 25 mm Rm 88.0086 Size stone 150 to 200 mm height Each 7.5087 Size stone 200 to 250 mm height Each 9.0088 Size stone 250 to 300 mm height Each 11.0089 Shahabad stone slab sqm 215.0090 Shutter oil ltr 35.0091 Stainless steel plate / flats kg 144.0092 Stone chips ( at dump yard ) cum 215.0093 Stone chips ( at quarry ) cum 275.0094 Structural steel angle / channel / beam / bars tonne 49000.0095 Structural steel plate / flats tonne 48200.0096 Super Plasticizer ( Conplast RP-264 or equivalent ) ltr 102.0097 Synthetic Enamel paint 1st quality ltr 195.0098 Tarfelt joint filler board 12 mm thick sqm 360.0099 Tarfelt joint filler board 20 mm thick sqm 580.00100 Through stones 200 x 200 x 300 to 450 mm long Each 12.00101 Through stones 250 x 250 x 450 to 600 mm long Each 17.00102 Through stones 300 x 300 x 650 to 750 mm long Each 22.00103 Un-coursed rubble stones ( at dump yard ) cum 160.00104 Un-coursed rubble stones ( at quarry ) cum 240.00105 Water proofing compound kg 46.00106 Welding electrodes 4 mm dia ( general purpose ) Each 8.00107 Welding electrodes 4 mm dia ( radiographic low hydrogen ) Each 15.00

BASIC DATA



2

14


1 3 4

I. CONSTRUCTION MATERIALS ( Contd ):

108 Welding electrodes 4 mm dia ( stainless steel ) Each 52.00109 Wire brush Each 38.00110 Wire mesh 20 gauge ( 50 mm x 50 mm chain link ) sqm 175.00111 Zinc kg 165.00112 Zinc chromate red oxide primer paint ltr 184.00113 Zinc rich epoxy primer paint ( zinc content - 90 % ) ltr 708.00

II. PIPES AND SPECIALS :

1 RCC spun pipe P-2 Class ( IS : 458 ) :400 mm dia Rm 785.00450 mm dia Rm 935.00500 mm dia Rm 1035.00600 mm dia Rm 1300.00700 mm dia Rm 1580.00800 mm dia Rm 2100.00900 mm dia Rm 2380.001000 mm dia Rm 2850.001100 mm dia Rm 3100.001200 mm dia Rm 3350.00

2 RCC spun pipe P-3 Class ( IS : 458 ) :400 mm dia Rm 1250.00450 mm dia Rm 1450.00500 mm dia Rm 1680.00600 mm dia Rm 2350.00700 mm dia Rm 2850.00800 mm dia Rm 3780.00900 mm dia Rm 4500.001000 mm dia Rm 5250.001100 mm dia Rm 5950.001200 mm dia Rm 7230.00

3 Prestressed concrete pipe ( test pressure 8 kg / sqcm ) ( IS : 784 & IS : 1343 ) :400 mm dia Rm 2650.00450 mm dia Rm 2750.00500 mm dia Rm 3250.00600 mm dia Rm 3500.00700 mm dia Rm 4150.00

BASIC DATA



2

15


1 3 4

II. PIPES AND SPECIALS ( Contd ) :Prestressed concrete pipe ( test pressure 8 kg / sqcm ) ( Contd )800 mm dia Rm 4750.00900 mm dia Rm 5200.001000 mm dia Rm 6150.001100 mm dia Rm 6850.001200 mm dia Rm 7625.00

4 Prestressed concrete pipe ( test pressure 12 kg / sqcm ) ( IS : 784 & IS : 1343 ) :400 mm dia Rm 2750.00450 mm dia Rm 2860.00500 mm dia Rm 3380.00600 mm dia Rm 3800.00700 mm dia Rm 4460.00800 mm dia Rm 4950.00900 mm dia Rm 5500.001000 mm dia Rm 6520.001100 mm dia Rm 7250.001200 mm dia Rm 8150.00

5 Prestressed concrete pipe ( test pressure 18 kg / sqcm ) ( IS : 784 & IS : 1343 ) :400 mm dia Rm 2750.00450 mm dia Rm 2950.00500 mm dia Rm 3350.00600 mm dia Rm 3920.00700 mm dia Rm 4800.00800 mm dia Rm 5420.00900 mm dia Rm 6100.001000 mm dia Rm 7100.001100 mm dia Rm 8100.001200 mm dia Rm 9000.00

6 Ductile iron pipe :400 mm dia Rm 5620.00450 mm dia Rm 6650.00500 mm dia Rm 7900.00600 mm dia Rm 10100.00700 mm dia Rm 11000.00800 mm dia Rm 14850.00900 mm dia Rm 17300.001000 mm dia Rm 20950.00

BASIC DATA



2

16


1 3 4

Ductile iron pipe ( Contd ) :1100 mm dia Rm 23900.001200 mm dia Rm 25650.00

7 Rubber sealing ring for pipe :For 400 mm dia pipe Each 145.00For 450 mm dia pipe Each 155.00For 500 mm dia pipe Each 180.00For 600 mm dia pipe Each 215.00For 700 mm dia pipe Each 245.00For 800 mm dia pipe Each 280.00For 900 mm dia pipe Each 320.00For 1000 mm dia pipe Each 350.00For 1100 mm dia pipe Each 390.00For 1200 mm dia pipe Each 422.00

III. MANUFACTURED MATERIALS FOR GATES / HOISTS :

1 Cast steel Wheel / Pulley / Hub / Plummer / Roller kg 135.002 Cast steel Drum / Gear kg 155.003 Cast steel Pinion kg 160.004 Forged steel Hook / Shackle kg 175.005 Alloy steel Shaft ( Corbon steel ) kg 190.006 Alloy steel Pin ( Stainless steel ) kg 240.007 Bronze-alluminium alloy Bearing / Bush kg 615.00

IV. ACCESSORIES FOR MACHINERY / EQUIPMENT :

1 Air hose 25 mm dia Rm 175.002 Air hose 50 mm dia Rm 230.003 Cardium compound for wire rope kg 96.004 Casing shoe bit Each 9400.005 Diamond core bit BX size Each 10730.006 Diamond core bit NX size Each 13600.007 Diesel ltr 58.508 Double tube core barrel Each 12460.009 Electric power ( HT - 2B category ) Kwhr 6.70

10 Extension rod with coupling sleeve Rm 3750.0011 Gear oil Hp-90 ltr 206.0012 Grease GEM RR3 kg 240.00

BASIC DATA



2

17


1 3 4

IV. ACCESSORIES FOR MACHINERY / EQUIPMENT ( contd ) :

13 Jack hammer drill rod 1.5 m Each 3925.0014 Jack hammer drill rod 2.5 m Each 6410.0015 Lubricant ltr 220.0016 Nozzle for guniting / sand blasting gun Each 353.0019 Petrol ltr 78.0020 Rails tonne 47680.0021 Reamer shell Each 4600.0022 T.C cross bit 100 mm dia Each 3950.0023 T.C cross bit 50 mm dia Each 8715.0024 T.C cross bit 75 mm dia Each 10570.0025 Tyre and tube set for truck Set 15350.0026 Water hose ( pressure hose ) Rm 150.0027 Wire rope ( conforming to IS-2266 ) kg 126.00

NOTES :

1. The rates provided for materials are inclusive of all taxes, duties and other local levies.

2. The rates provided for materials are inclusive of royalty charges wherever applicable.

3. The rates provided for materials, except those for which the lead charges are admissible as per the statement of lead charges, are for all leads.

4. The rates provided for useful rubble and stone chips from excavation are at dump yard.

5. The width and length of Size stone shall not be less than 1.5 times the height.



2

18

BASIC DATA


Variable Total wage / DaySl No. CATEGORY OF WORKER in Rs: DA / Day in Rs

ZONE-I ZONE-II ZONE-I&II ZONE-I ZONE-II1 2 3 4 5 6 7

I. SKILLED CATEGORY:

1 Bar bender 145.20 142.20 84.73 229.93 226.932 Black smith / Tin smith / Rivetor 145.20 142.20 84.73 229.93 226.933 Blaster ( Licensed ) 145.20 142.20 84.73 229.93 226.934 Carpenter Cl- I 145.20 142.20 84.73 229.93 226.935 Electrician ( Licensed ) 145.20 142.20 84.73 229.93 226.936 Fitter Cl- I 145.20 142.20 84.73 229.93 226.937 Floor Polisher / Tile Layer 145.20 142.20 84.73 229.93 226.938 Foreman 145.20 142.20 84.73 229.93 226.939 Gauge reader 145.20 142.20 84.73 229.93 226.93

10 Maistry / Work Inspector 145.20 142.20 84.73 229.93 226.9311 MasonCl - I / Brick layer Cl- I 145.20 142.20 84.73 229.93 226.9312 Mechanic Cl- I 145.20 142.20 84.73 229.93 226.9313 Operator Air compressor / DG set 145.20 142.20 84.73 229.93 226.9314 Operator Batching plant 145.20 142.20 84.73 229.93 226.9315 Operator Bus /Ambulance / Lorry/ Tanker 145.20 142.20 84.73 229.93 226.9316 Operator Concrete / Asphalt mixer 145.20 142.20 84.73 229.93 226.9317 Operator Concrete / Asphalt paver 145.20 142.20 84.73 229.93 226.9318 Operator Concrete pump / Placer 145.20 142.20 84.73 229.93 226.9319 Operator Core drilling machine 145.20 142.20 84.73 229.93 226.9320 Operator Crane / Tower crane /Cable way 145.20 142.20 84.73 229.93 226.9321 Operator Drilling jumbo / Loco / Winch 145.20 142.20 84.73 229.93 226.9322 Operator Grouting /Guniting / Shotcreting 145.20 142.20 84.73 229.93 226.9323 Operator Jackhammer/Pneumatic tamper 145.20 142.20 84.73 229.93 226.9324 Operator Pump / Ventilation fan 145.20 142.20 84.73 229.93 226.9325 Operator Lathe/Drilling/Shearing machine 145.20 142.20 84.73 229.93 226.9326 Operator Bending / Planing machine 145.20 142.20 84.73 229.93 226.9327 Operator Road roller 145.20 142.20 84.73 229.93 226.9328 Operator Shovel / Scraper / Dozer 145.20 142.20 84.73 229.93 226.9329 Operator Spillway / Sluice gate 145.20 142.20 84.73 229.93 226.9330 Operator Crusher / Conveyor / Mucker 145.20 142.20 84.73 229.93 226.9331 Operator Tipper / Dumper / Transit mixer 145.20 142.20 84.73 229.93 226.9332 Operator Concrete vibrator 145.20 142.20 84.73 229.93 226.9333 Operator Vibratory plain / padfoot roller 145.20 142.20 84.73 229.93 226.9334 Operator Wagon drill / Drifter 145.20 142.20 84.73 229.93 226.93

STATEMENT OF WAGES OF WORKERS

Basic wage / Day

19

BASIC DATA

VariableSl No. CATEGORY OF WORKER DA / Day


I. SKILLED CATEGORY : ( contd )

35 Painter Cl- I 145.20 142.20 84.73 229.93 226.9336 Plumber ( Licensed ) / Pipe fitter 145.20 142.20 84.73 229.93 226.9337 Sarang / Khalasi 145.20 142.20 84.73 229.93 226.9338 Spun pipe moulder 145.20 142.20 84.73 229.93 226.9339 Stone chiseller / cutter Cl- I 145.20 142.20 84.73 229.93 226.9340 Struct. steel Fabricator / Marker / Erector 145.20 142.20 84.73 229.93 226.9341 Welder / Gas Cutter 145.20 142.20 84.73 229.93 226.93

II. SEMI SKILLED CATEGORY :

1 Asphalt Sprayer / Boiler attendant 140.20 139.20 84.73 224.93 223.932 Bhisti 140.20 139.20 84.73 224.93 223.933 Carpenter Cl- II / Erector shuttering 140.20 139.20 84.73 224.93 223.934 Chavali / Navagani 140.20 139.20 84.73 224.93 223.935 Crowbarman / Jumperman 140.20 139.20 84.73 224.93 223.936 Fitter Cl- II 140.20 139.20 84.73 224.93 223.937 Gangman / Head / Survey mazdoor 140.20 139.20 84.73 224.93 223.938 Gardener / Trained mali 140.20 139.20 84.73 224.93 223.939 Helper Air compressor / DG set 140.20 139.20 84.73 224.93 223.93

10 Helper Batching plant 140.20 139.20 84.73 224.93 223.9311 Helper Blaster 140.20 139.20 84.73 224.93 223.9312 Helper Bus / Ambulance / Lorry / Tanker 140.20 139.20 84.73 224.93 223.9313 Helper Bending /Shearing /Planing m/c 140.20 139.20 84.73 224.93 223.9314 Helper Carpenter 140.20 139.20 84.73 224.93 223.9315 Helper Concrete / Asphalt mixer 140.20 139.20 84.73 224.93 223.9316 Helper Concrete / Asphalt paver 140.20 139.20 84.73 224.93 223.9317 Helper Core drilling machine 140.20 139.20 84.73 224.93 223.9318 Helper Crane / Tower crane / Cable way 140.20 139.20 84.73 224.93 223.9319 Helper Drilling jumbo / Loco / Winch 140.20 139.20 84.73 224.93 223.9320 Helper Fitter / Fabrication 140.20 139.20 84.73 224.93 223.9321 Helper Grouting / Guniting / Shotcreting 140.20 139.20 84.73 224.93 223.9322 Helper Jack hammer / Pneumatic tamper 140.20 139.20 84.73 224.93 223.9323 Helper Laboratory / Instrumentation 140.20 139.20 84.73 224.93 223.9324 Helper Road roller 140.20 139.20 84.73 224.93 223.9325 Helper Shovel / Scraper / Dozer 140.20 139.20 84.73 224.93 223.9326 Helper Crusher / Conveyor / Mucker 140.20 139.20 84.73 224.93 223.93

STATEMENT OF WAGES OF WORKERS ( Contd )

Basic wage / Day Total wage / Dayin Rs: in Rs

20

BASIC DATA



II. SEMI SKILLED CATEGORY : ( contd )

27 Helper Tipper / Dumper/ Transit mixer 140.20 139.20 84.73 224.93 223.9328 Helper Vibrator 140.20 139.20 84.73 224.93 223.9329 Helper Vibratory plain / padfoot roller 140.20 139.20 84.73 224.93 223.9330 Helper Wagon drill / Drifter 140.20 139.20 84.73 224.93 223.9331 Lineman Electric / Telephone 140.20 139.20 84.73 224.93 223.9332 Mason Cl- II / Brick layer Cl-II / moulder 140.20 139.20 84.73 224.93 223.9333 Mechanic Cl- II 140.20 139.20 84.73 224.93 223.9334 Painter Cl- II 140.20 139.20 84.73 224.93 223.9335 Patkari / Neeraganti / Sowdy 140.20 139.20 84.73 224.93 223.9336 Stone Chiseller Cl II 140.20 139.20 84.73 224.93 223.9337 Stone breaker / Hammerman 140.20 139.20 84.73 224.93 223.9338 Valveman / Canal sluice operator 140.20 139.20 84.73 224.93 223.93

III. UN-SKILLED CATEGORY:

1 Cement / Asphalt handling mazdoor 140.20 139.20 84.73 224.93 223.932 Civic worker 140.20 139.20 84.73 224.93 223.933 Heavy mazdoor 140.20 139.20 84.73 224.93 223.934 Light mazdoor 140.20 139.20 84.73 224.93 223.935 Watchman 140.20 139.20 84.73 224.93 223.93

IV. OTHER CATEGORY :

1 Boatman with boat 140.20 139.20 84.73 224.93 223.932 Care-taker / conductor / Lift attender 140.20 139.20 84.73 224.93 223.933 Cartman with double bullock cart 140.20 139.20 84.73 224.93 223.934 Cartman with single bullock cart 140.20 139.20 84.73 224.93 223.935 Cook / Messman 140.20 139.20 84.73 224.93 223.936 Dhobi 140.20 139.20 84.73 224.93 223.937 Diploma Engineer 155.20 88.30 84.73 239.93 173.038 Diver with headgear 140.20 148.20 84.73 224.93 232.939 Graduate / Laboratory Assistant 145.20 142.20 84.73 229.93 226.93

10 Graduate Engineer/ Geologist 160.20 154.20 84.73 244.93 238.9311 Horticulture Assistant / Photographer 140.20 139.20 84.73 224.93 223.9312 ITI certificate holder / Tracer / Printer 140.20 139.20 84.73 224.93 223.9313 Literate mazdoor 140.20 139.20 84.73 224.93 223.9314 Stenographer / Computer Operator 140.20 139.20 84.73 224.93 223.93



21

BASIC DATA



IV. OTHER CATEGORY ( Contd ) :

15 Telephone / Wireless Operator 140.20 139.20 84.73 224.93 223.9316 Typist 140.20 139.20 84.73 224.93 223.93

NOTES ON WAGES OF WORKERS :

1. The wages under Zone-I are applicable to : Bangalore city agglomeration area andDistrict headquarters agglomeration area.

2. The wages under Zone - II are applicable to : All areas other than those listed underZone - I.

3. The wages of workmen of various categories are subject to revision during currencyof SR for any revision in minimum daily wages and VDA by Govt of Karnataka.

4. The daily rates of wages and VDA of different categories of workers are computed bydividing the total monthly wage by 26.

5. For categories of workers for which provision has not been made in the list the ratesprevailing in the Schedule of rates of other department may be adopted.



22

BASIC DATA


Sl No: Unit Hire Fuel Crewcharge charge Chargein Rs in Rs in Rs.

1 3 4 5 6

1 Air compressor 5 cmm electric Hour 71.00 202.00 87.902 Air compressor 7 cmm diesel Hour 176.00 724.00 112.503 Air compressor 7 cmm electric Hour 90.00 270.00 87.904 Air compressor 8.5 cmm diesel Hour 214.00 905.00 112.505 Air compressor 8.5 cmm electric Hour 112.00 337.00 87.906 Angle Dozer 90 hp Hour 1189.00 619.00 117.207 Batching plant 6 cum / hour rated capacity Hour 139.00 150.00 168.808 Batching plant 15 cum / hour rated capacity Hour 304.00 270.00 168.809 Bending machine Hour 40.00 90.00 70.30

10 Concrete bucket 1.5 cum Hour 12.00 7.00 ---11 Concrete hand mixer 45 / 30 ltr Hour 11.00 4.00 ---12 Concrete mixer 300 / 200 ltr diesel Hour 43.00 80.00 117.2013 Concrete mixer 300 / 200 ltr (ele) Hour 39.00 30.00 117.2014 Concrete mixer 600 / 400 ltr diesel Hour 91.00 161.00 117.2015 Concrete mixer 600 / 400 ltr ( ele ) Hour 79.00 60.00 117.2016 Core drilling machine Hour 259.00 241.00 140.7017 Diesel generating set 30 KVA Hour 63.00 644.00 70.3018 Diesel generating set 50 KVA Hour 100.00 965.00 70.3019 Dewatering pump 5 hp diesel Hour 7.00 80.00 56.6020 Dewatering pump 5 hp electric Hour 3.00 30.00 42.5021 Dewatering pump 10 hp diesel Hour 12.00 161.00 56.6022 Dewatering pump 10 hp electric Hour 5.00 60.00 42.5023 Dewatering pump 20 hp diesel Hour 29.00 322.00 56.6024 Dewatering pump 20 hp electric Hour 11.00 120.00 42.5025 Drifter Hour 216.00 7.00 175.8026 Dumper 5.00 cum Hour 512.00 405.00 112.5027 Geophysical Ele.resistivity meter Hour 66.00 --- ---28 Grouting pump Hour 20.00 30.00 140.7029 Guniting / sand blasting equipment Hour 87.00 11.00 117.2030 Jack hammer Hour 15.00 7.00 175.8031 Mobile crane 8 t Hour 385.00 724.00 117.2032 Mobile crane 25 t Hour 3930.00 2011.00 112.5033 Needle vibrator 40 mm dia. petrol Hour 8.00 21.00 84.4034 Needle vibrator 40 mm dia. electric Hour 7.00 6.00 84.4035 Needle vibrator 60 mm dia. petrol Hour 9.00 32.00 84.4036 Needle vibrator 60 mm dia. electric Hour 8.00 9.00 84.40

STATEMENT OF HIRE CHARGES OF MACHINERY

Description of machinery

2

23

BASIC DATA

Sl No Unit Hire Fuel Crewcharge charge Chargein Rs in Rs in Rs.

1 3 4 5 6

37 Pile boring rig Hour 1075.00 1448.00 117.2038 Planing machine Hour 90.00 90.00 112.5039 Plate shearing machine Hour 64.00 120.00 70.3040 Pneumatic tamper Hour 12.00 7.00 140.7041 Pug cutting machine Hour 17.00 3.00 ---42 Road roller diesel 10 t Hour 235.00 724.00 112.5043 Shovel 0.50 cum 75 hp Hour 747.00 483.00 117.2044 Shovel 0.85 cum 110 hp Hour 1235.00 885.00 117.2045 Stationary derric crane Hour 66.00 11.00 ---46 Tipper 5 cum Hour 290.00 304.00 87.9047 Tower crane 5 tonne Hour 1024.00 156.00 93.8048 Transformer 250 KVA Month 3628.00 --- ---49 Truck 10 t Hour 298.00 304.00 87.9050 Upright drilling machine Hour 19.00 30.00 88.5051 Vibrating plate compactor ( diesel ) Hour 56.00 80.00 140.7052 Vibratory pad foot roller 8 t Hour 1164.00 1046.00 140.7053 Waggon drill Hour 23.00 11.00 140.7054 Water tanker 8000 ltr Hour 289.00 304.00 87.9055 Welding transformer Hour 12.00 72.00 ---

NOTES:

1. Hire charges include depriciation, interest, repair charges, miscellaneous charges,insurance and 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 charge includes wages of operator and helper on hourly basis.For the purpose of working out wages of crew on hourly basis the daily wages areconverted to yearly wages by multiplying the daily wages with ( 26 daysx12 months ).The yearly wage is then divided by yearly usage of machinery in hours to get hourly wages of operating crew.Yearly usage of machinery = Life of machinery in hours / Life of machinery in yearsExample: Operating crew charges for Deisel Air compressor :Operator compressor Rs: 226.93 / DayHelper compressor Rs: 223.93 / DayLife of Air compressor in hours : 10000 hoursLife of Air compressor in years : 8 years

STATEMENT OF HIRE CHARGES OF MACHINERY ( Contd )

Description of machinery

2

24

BASIC DATA

Yearly usage of Air compressor ( 10000 / 8 ) : 1250 hours

Yearly wages of Operator 226.93 X 26 X 12 : Rs: 70802.16

Yearly wages of Helper 223.93 X 26 X 12 : Rs: 69866.16

Total yearly wages of Operator and Helper Rs: 140668.32

( Wages for 4 holidays in a month are distributed to 26 working

days while fixing the daily wages )

Operating crew charges per hour 140668.3 / 1250 Rs: 112.53

Rounded off to Rs: 112.55

4. For batching plants 2 Operators and 2 Helpers are considered for Crew charges.

5. Hire / Fuel / Crew charges are exclusive of provisions towards small T & P, profit,

overheads and hidden cost on operating crew. Profit shall be considered only on

fuel and operating crew charges.

NOTES ON HIRE CHARGES OF MACHINEY ( Contd )

25

BASIC DATA


Sl No. Total distance Cement / Shahbad / ( Total lead includes initial lead ) Reinforc- PCC & BS

ement & slabs / CC Structu- & Lateriteral steel blocks /

Wood Rs / cum Rs /tonne Rs / cum

1 2 3 4 5

1 Total lead upto 50 m ( Initial lead )

2 Total lead upto 100 m 24.40 53.30

3 Total lead upto 150 m 48.90 106.70

NOTES:

1. For total lead upto 150 m ( including initial lead ) lead charges by head load onlyshall be adopted irrespective of mode of conveyance.

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

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

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

5. The rates for lead charges by head load and upto 5 km by any mode are cumulativeand inclusive of lead charges for preceding lead.Example:Lead charges for conveyance of Earth / Sand for total lead of 100 m shall becorrosponding to lead charges ' Total lead upto 100 m ' in the statement of leadcharges by head load.Lead charges for Earth / Sand for total lead of 100 m Rs: 41.90 / cum

CONVEYANCE CHARGES FOR MATERIALS BY HEAD LOAD

Earth / Sand /Gravel / Murrum / Lime / Surki / Size stone / Cut stone /

Rubble / Coarseaggregate

Cost included in item basic rates in SR

41.90

83.80

26

BASIC DATA


Sl No. Distance Earth / Rubble / Cement / ShahbadSand / Size stone/ Steel / / PCC / Water

Murum / Cut stone/ Pipes / BS slabs Gravel / Coarse AC sheet/ / CC / Lime aggregate GI sheet/ Laterite

RCC pole blocks /Wood

in Rs / in Rs / in Rs / in Rs / in Rs /cum cum tonne cum 1000 ltr

1 2 3 4 5 6 7

1 Lead upto 1 km 47.30 67.30 52.30 132.00 40.20

2 Lead more than 1 km upto 2 km 57.60 77.70 58.80 147.40 46.60




6 Every km beyond 5 km upto 30 km 9.10 9.20 5.80 13.60 5.70

7 Every km beyond 30 km 8.60 8.70 5.40 12.80 5.40

NOTES:

1. For total lead exceeding 150 m conveyance by mechanical means only shall beadded irrespective of mode of conveyance.

2. Unless otherwise specified lead charges for Earth / Sand / Gravel / Aggregates andstones are for loose volume and not for compacted or in-situ volume.

3. The rates for lead charges 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 4 kms shall becorrosponding to lead charges ' Beyond 3 km upto 4 km ' in the statement of leadcharges by any mode.Lead charges for Earth / Sand for total lead of 4 km Rs: 77.30 / cum

CONVEYANCE CHARGES FOR MATERIALS BY ANY MODE

( Excluding loading and unloading charges )

27

BASIC DATA


Sl No. Distance Earth / Rubble / Cement / ShahbadSand / Size stone/ Steel / / PCC / Water

Murum / Cut stone/ Pipes / BS slabs Gravel / Coarse AC sheet/ / CC / Lime aggregate GI sheet/ Laterite

RCC pole blocks /Wood

in Rs / in Rs / in Rs / in Rs / in Rs /cum cum tonne cum 1000 ltr

1 2 3 4 5 6 7

1 Loading 70.40 83.10 76.10 73.30 20.60

2 Unloading 12.30 41.55 76.10 73.30 Gravity

NOTES:

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

2. Loading charges are not payable for conveyance by mechanical means for disposalof excavated materials beyond initial lead of 50 m wherever specified.

3. Loading and unloading charges are not payable for conveyance by mechanical meansfor disposal of excavated materials beyond initial lead of 1 km wherever specified.

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

5. Unloading of materials includes stacking wherever applicable.

LOADING AND UNLOADING CHARGES FOR MATERIALS

28

BASIC DATA


Sl No. Total lift Earth / Sand /Gravel/Cement / Shahbad / ( Total lift includes initial lift ) Murrum / Lime / Reinforce-PCC / BS

Surki / Size stone / ment steelslab / CC Cut stone / Rubble / Str steel block / Late-Coarse aggregate rite / wood

Rs / cum Rs / tonne Rs / cum1 2 4 5

1 Total lift upto 1.50 m ( Initial lift )

2 Total lift upto 3.00 m 5.20 9.80

3 Total lift upto 4.50 m 10.50 19.60

4 Total lift upto 6.00 m 15.70 29.30

5 Total lift upto 7.50 m 21.00 39.10

NOTES :

1. 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 corrosponding to lift charges " Total lift upto6.00 m " in the statement of lift charges.Lift charges for Earth / Sand for total lift of 6 m Rs: 22.00 / cum

2. Lift charges are not payable where conveyance of materials is by mechanical meansto final placing point.

LIFT CHARGES FOR MATERIALS

3

Cost included in item basic rates in SR

7.30

14.70

22.00

29.30

29


Ref : Govt of Karnataka Notification No.: CI 81 MMN.2014, Bangalore, dated 18-02-2014. & Mines & Geology Circular No:4761/2010-11 Dt:15-07-2011

Sl No. Name of minor mineral Area of applicability

1 2 3

1 Murum Entire state 20.00 / tonne30.00 / Cum

2 Coarse Aggregates/ Metal Entire state 60.00 / tonne108.00 / Cum

3 Lime stone under title ' Shahabad stone ' Entire state 150.00 / 10 sqm

4 Sand Entire state 60.00 / tonne

103.00 / Cum

5 Size stones Entire state 60.00 / tonne

158.00 / Cum

NOTES :

1. The recovery of royalty charges on materials listed above, wherever applicable, shallbe regulated as per Note.5 under " General notes on Schedule of Rates.

2. Royalty charges as applicable to murum ( All types of Soils) shall be considered for Earth / Soil also.(Excluding clay used for manufacturing tiles and bricks)

3. Royalty charges as applicable to ordinary sand shall be considered for fine aggregate.

ROYALTY RATES ON MATERIALS

( Only relevant portions of the Notification are listed in the following table )

Rate / Unit Quantity

4

30


CONTENTS PAGES

NOTES ON BASIC RATES 35--36

STATEMENT OF REQUIREMENT OF MATERIALS 37--38

STATEMENT OF ROYALTY CHARGES ON MATERIALS 39-40

SCHEDULE OF RATES FOR ITEMS 41-51



DAM / BARRAGE AND ALLIED WORKSSCHEDULE OF RATES

32

1. All notes under General Notes on Schedule of Rates and Notes on Lead, Lift, Loadingand un-loading Charges are applicable to Dam / Barrage and Allied Works also tothe extent they are relevant.

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

3. Unless otherwise specified the basic rates are inclusive of standard finishing requiredfor concrete surface.

4. The basic rates for concrete items include cost of cleaning / green cutting top surfaceof previous lift of concrete and providing cement mortar layer before placing concretefor next lift. The proportion of cement mortar shall be same as that of mortar portionin concrete.

5. For concrete, masonry and reinforcement steel items initial lead of 1km is consideredin the basic rate. Additional lead charges for cement and steel shall be worked out by deducting initiallead of 1 km from the total lead and loading and unloading charges shall be allowed inview of rehandling of cement and steel from site store / fabrication yard to work place.Example :Total lead for cement : 100 kmLess Rehandling lead included in basic rate : 1 kmNet lead for working out additional lead charges : 99 kmAdditional lead charges / tonne: First 5 kms Rs: 77.20

Next 25 kms ( 25 x 5.80 ) Rs: 145.00Balance 69 kms ( 69 x 5.40 ) Rs: 372.60

Loading & unloading charges Rs: 152.20 Total additional lead charges / tonne Rs: 747.00

Additional lead charges for sand, coarse aggregate, stones and stone chips shall beworked out for total lead involved and 1 km lead charges included in basic rate shallbe deducted from the total lead charges. No loading and unloading charges shall beallowed since no rehandling lead is involved for these materials.Example : Total lead for sand from approved sand quarry : 15 kmInitial lead included in the basic rate in the SR : 1 kmAdditional lead charges / cum : Lead charges for 5 km Rs: 86.70 Lead charges for next 10 km ( 10 x 9.10 ) Rs: 91.00 Total lead charges for 15 km /cum Rs: 177.70 Less 1 km initial lead carges / cum Rs: -47.30 Net additional lead charges / cum Rs: 130.40No loading and un-loading charges shall be added.

DAM / BARRAGE AND ALLIED WORKS

NOTES ON SCHEDULE OF RATESDAM / BARRAGE AND ALLIED WORKS

34

Notes ( Contd ) :

6. For earth / rockfill embankment works 1 km initial lead is considered in the basic rates.As storing / stacking / re-handling of materials is not involved for these works the leadcharges for additional lead shall be worked out for total lead including initial lead of1 km and then the cost of first km lead shall be deducted. No loading and un-loadingcharges shall be added as the additional lead does not involve rehandling of materials.Example : Total lead for soil from approved borrow area : 2 kmInitial lead included in the basic rate in the SR : 1 kmAdditional lead charges : Lead charges for 2 km Rs: 57.60 Less Lead charges for 1 km Rs: -47.30 Additional lead charges / cum Rs: 10.30No loading and un-loading charges shall be added.

7. Cement content specified for cement concrete works in the item description is basedon theoritical design mix computations and is exclusive of wastage and requirementfor any incidentals. The actual cement content may vary based on trial mix studies.A suitable clause shall be included in tender for regulating payment for any upwordor downword variation in cement content.

8. The quantities of materials including wastage, requirements for incidentals etc., forworking out additional lead charges shall be as per the statement of requirement ofmaterials under this section.

9. The basic rates are exclusive of cost of site clearing and river diversion arrangementssuch as coffer dams, bunds, diversion channels etc. Separate sub-estimates shall beprepared for all types of coffer dams, bunds, diversion channels etc.


35

Item Description of work Unit Quantity of materials required No. per unit quantity of work

Cement Sand / FA CA Steelkg cum cum kg

9.a Consolidation grouting tonne 1010.00 --- --- ---9.b Curtain grouting tonne 1010.00 --- --- ---10 25 mm dia. dowel rod 3 m long Each 3.00 --- --- 11.8511 25 mm dia. anchor rod 2.75 m long Each 2.50 --- --- 10.9012 Reinforcement steel tonne --- --- --- 1025.00

Cement Sand / FA CA Plumskg cum cum cum

13 M-15 CC using 80 mm down CA for PCC cum 215.10 0.360 1.00 ---14 M-20 CC using 40 mm down CA gallery cum 306.00 0.414 0.92 ---15 M-15 CC using 40 mm down CA for PCC cum 245.50 0.407 0.92 ---16 M-15 plum CC using 40 mm down CA cum 215.30 0.347 0.78 0.2417 M-15 CC using 20 mm down CA cum 295.90 0.460 0.79 ---18 M-20 CC using 20 mm down CA bridge cum 336.30 0.460 0.81 ---

19.a M-20 CC using 20 mm CA solid parapet Rm 81.80 0.111 0.20 ---19.b M-20 CC 20 mm CA ornamental parapet Rm 71.40 0.087 0.17 ---20 M-25 CC 20 mm down CA wearing coat cum 368.60 0.458 0.82 ---

Cement Sand / FA CA Pipe/Steelkg cum cum kg

21.a Hume pipe with porous CC for weep hole Rm 1.10 0.007 0.003 32.0021.b PVC pipe with porous CC for weep hole Rm 1.10 0.007 0.003 ---22 Spillway bridge expansion joint Rm --- -- -- 24.35

Cement Sand / FA Stones Pipe/Steelkg cum cum kg

23 UCR masonry in CM 1:3 propn. cum 192.00 0.408 1.01 ---24 UCR masonry in CM 1:4 propn. cum 145.40 0.409 1.01 ---25 CR face masonry in CM 1:3 propn cum 179.80 0.380 1.06 ---26 CR face masonry in CM 1:4 propn cum 136.40 0.380 1.06 ---27 Chisel drafted CR face masonry in CM1:3 cum 167.70 0.357 1.08 ---28 Chisel drafted CR face masonry in CM1:4 cum 127.30 0.357 1.08 ---

29.a Pointing in CM 1:2 propn. sqm 4.55 0.007 --- ---29.b Pointing in CM 1:3 propn. sqm 3.33 0.007 --- ---30 20 mm th plastering in CM 1:3 sqm 13.10 0.275 --- ---31 Guniting 25 mm thick in CM 1:3 propn sqm 17.10 0.031 --- ---


QUANTITY OF MATERIALS FOR ADDITIONAL LEAD CHARGESDAM / BARRAGE AND ALLIED WORKS

36

Item Description of work Unit Quantity of materials required No. per unit quantity of work

Soil Sand CA Stonescum cum cum cum

34 Impervious hearting embankment cum 1.26 --- --- ---35 Cut-off trench filling cum 1.26 --- --- ---36 Semi-pervious embankment cum 1.26 --- --- ---37 Semi-pervious casing cum 1.26 --- --- ---38 Homogeneous embankment cum 1.26 --- --- ---39 Filling adjecent to structures cum 1.26 --- --- ---40 Rockfill embankment cum --- --- --- 1.0241 Rock toe ( stones from quarry ) cum --- --- --- 1.0242 Rock toe (stones from dump yard) cum --- --- --- 1.0243 Longitudinal / Cross filter drain cum --- 0.485 0.54 ---

44.a Vertical / Inclined filter - Sand layer cum --- 1.020 --- ---44.b Vertical / Inclined filter - 10 mm CA layer cum --- --- 1.02 ---44.c Vertical / Inclined filter - 20 mm CA layer cum --- --- 1.02 ---44.d Vertical / Inclined filter - 40 mm CA layer cum --- --- 1.02 ---46 Filter below / behind rock toe cum --- 0.240 0.78 ---47 Transition filter 900 mm thick cum --- 0.340 0.68 ---48 300 mm pitching over 250 mm filter backing sqm --- 0.153 0.15 0.3549 300 mm pitching with 150mm CA backing sqm --- --- 0.15 0.3550 Hariyala turfing sqm 0.08 0.020 --- ---

( sods )

NOTES:

1. The quantities of materials specified in the above table are for loose volume.

2. The quantity of cement for cement concrete items includes requirement of cement forany incidental works such as mortar layer at lift joints, repair of honey-comb patchesetc.

3. The quantities of materials are inclusive of wastage as under:Cement 1.00 percentSand / Fine aggregate 2.00 percentCoarse aggregate / Stones / Stone chips 2.00 percentSteel ( Reinforcement & Structural ) 2.50 percent


QUANTITY OF MATERIALS FOR ADDITIONAL LEAD CHARGES ( contd )

37

Item Description of work Unit Amount of Royalty charges No.

Earth Sand CA Stone

13 M-15 CC using 80 mm down CA PCC cum --- 37.15 108.00 ---14 M-20 CC using 40 mm down CA gallery cum --- 42.70 99.35 ---15 M-15 CC using 40 mm down CA cum --- 42.00 99.35 ---16 M-15 plum CC using 40 mm down CA cum --- 35.80 84.25 25.9017 M-15 CC using 20 mm down CA for PCC cum --- 47.45 85.30 ---18 M-20 CC using 20 mm down CA bridge cum --- 47.45 87.50 ---

19.a M-20 CC using 20 mm CA solid parapet Rm --- 11.45 21.60 ---19.b M-20 CC 20 mm CA ornamental parapet Rm --- 9.00 18.35 ---20 M-25 CC 20 mm down CA wearing coat cum --- 47.25 88.55 ---

21.a Hume pipe with porous CC for weep hole Rm --- 0.70 0.30 ---21.b PVC pipe with porous CC for weep hole Rm --- 0.70 0.30 ---23 UCR masonry in CM 1:3 propn. cum --- 42.10 --- 159.4024 UCR masonry in CM 1:4 propn. cum --- 42.20 --- 159.4025 CR face masonry in CM 1:3 propn cum --- 39.20 --- 167.2526 CR face masonry in CM 1:4 propn cum --- 39.20 --- 167.2527 Chisel drafted CR face masonry in CM1:3 cum --- 36.85 --- 170.4028 Chisel drafted CR face masonry in CM1:4 cum --- 36.85 --- 170.40

29.a Pointing in CM 1:2 propn. sqm --- 0.70 --- ---29.b Pointing in CM 1:3 propn. sqm --- 0.70 --- ---30 20 mm th plastering in CM 1:3 sqm --- 28.40 --- ---31 Guniting 25 mm thick in CM 1:3 propn sqm --- 3.20 --- ---34 Impervious hearting embankment cum 30.00 --- --- ---35 Cut-off trench filling cum 30.00 --- --- ---36 Semi-pervious embankment cum 30.00 --- --- ---37 Semi-pervious casing cum 30.00 --- --- ---38 Homogeneous embankment cum 30.00 --- --- ---39 Filling adjecent to structures cum 30.00 --- --- ---40 Rockfill embankment cum --- --- --- 110.1541 Rock toe ( stones from quarry ) cum --- --- --- 110.1542 Rock toe (stones from dump yard) cum --- --- --- 110.1543 Longitudinal / Cross filter drain cum --- 50.05 58.30 ---

44.a Vertical / Inclined filter - Sand layer cum --- 105.25 --- ---44.b Vertical / Inclined filter - 10 mm CA layer --- --- 110.15 ---44.c Vertical / Inclined filter - 20 mm CA layer --- --- 110.15 ---44.d Vertical / Inclined filter - 40 mm CA layer --- --- 110.15 ---46 Filter below / behind rock toe cum --- 24.75 84.25 ---


AMOUNT OF ROYALTY CHARGES INCLUDED IN ITEM RATESDAM / BARRAGE AND ALLIED WORKS

included in item rate in Rs:

38

Item Description of work Unit

No.

Earth Sand CA Stone

47 Transition filter 900 mm thick cum --- 35.10 73.45 ---

48 300 mm pitching over 250 mm filter sqm --- 15.80 16.50 37.80

49 300 mm pitching over 150mm CA backing sqm --- --- 16.50 37.80

50 Hariyala turfing sqm --- 2.05 --- ---

51 sand cement bed with 5% cement Cum --- 103.00 --- ---

52 sand cement bed with 10% cement Cum --- 103.00 --- ---

55 M-25 CC using 20 mm down RCC cum --- 51.00 81.00 ---

NOTES:

1. Royalty charges the rates for Metal/CA/ Earth / Sand / Building stone are considered as per Mines and Geology Circular No: Ga Bu E/DCB/Rajaswa/2010-11/4761/ Bangalore/ Dated :15-07-2011 &CI 81 MMN 2014 Bangalore, Dated : 18-02-2014


AMOUNT OF ROYALTY CHARGES INCLUDED IN ITEM RATES( contd )

Amount of Royalty charges

included in item rate in Rs:

39


Item Unit Basic RateNo. in Rs:1 3 4

EXCAVATION & FOUNDATION TREATMENT WORKS:

1. Excavation for foundation in all kinds of soil including boulders upto0.60 m dia (0.113 cum ) for dam, barrage, spillway, intake structure and other appurtenant works and placing the excavated soil neatlyin dump area or disposing off the same as directed etc., complete withinitial lead upto 1 km and all lifts. cum 75.00

2. Excavation for foundation in soft rock with-out blasting includingboulders upto 0.6 m dia. ( 0.113 cum ) for dam, barrage, spillway, intake structure and other appurtenant works and placing the excavated material neatly in dump area or disposing off the same as directed etc., completewith initial lead upto 1 km and all lifts. cum 98.00

3. Excavation for foundation in soft rock requiring blasting includingboulders upto 0.6 m dia. ( 0.113 cum ) for dam, barrage, spillway, intake structure and other appurtenant works and placing the excavated materialneatly in dump area or disposing off the same as directed etc., completewith initial lead upto 1 km and all lifts. cum 165.00

4.a. Excavation for foundation in hard rock of all toughness by blasting including boulders above 0.6 m dia. ( 0.113 cum ) for dam, barrage,spillway, intake structure and other appurtenant works minimisingdamage to rock beyond specified excavation line by adopting any one orcombination of line drilling / pre-splitting / smooth blasting techniquesand placing the excavated rock neatly in approved dump area as directedetc., complete with initial lead upto 1 km and all lifts. cum 306.00

4.b. Excavation for foundation in hard rock of all toughness including boulders above 0.6 m dia.( 0.113 cum ) by approved controlled blastingmethods including control of vibration by use of delay detonators andcontrol of fly rocks by muffling for dam, barrage, spillway, intake structure and other appurtenant structures and placing the excavatedrock neatly in approved dump area as directed etc., complete withinitial lead upto 1 km and all lifts. cum 550.00

5. Preparing foundation bed for masonry or concrete by removing allloose material by wedging / chiselling and disposing off the same as


DAM / BARRAGE AND ALLIED WORKS SCHEDULE OF RATES

Brief description of Item

2

40


directed and cleaning the surface with air and water jet etc., completewith initial lead upto 50 m and all lifts. sqm 26.00

6. Preparing foundation bed for cut-off trench filling in rock portionby removing all loose material by wedging / chiselling and disposing off the same as directed etc., complete with initial lead upto 50 m and all lifts. sqm 18.00

7. Drilling 50 mm dia. holes vertical or inclined upto 10 degrees to verticalin rock / masonry / concrete by percussion drilling using waggon drill orany other suitable equipment including cost of all materials, machinery,labour, redrilling through partially set grout wherever required etc.,complete.Upto 6 m from surface. Rm 151.00Beyond 6 m upto 12 m from surface. Rm 166.00Beyond 12 m upto 18 m from surface. Rm 183.00

Beyond 18 m upto 24 m from surface. Rm 201.00Beyond 24 m upto 30 m from surface. Rm 221.00Beyond 30 m upto 36 m from surface. Rm 243.00Beyond 36 m upto 42 m from surface. Rm 267.00Beyond 42 m upto 48 m from surface. Rm 294.00

Note: The item rate for drilling through rock / masonry / concrete includesredrilling through partially set grout, if any, in the portion of the holedrilled and grouted.

8. Flushing grout holes of all sizes with water and air jets alternativelyfor an average period of 30 minutes and observing water intake afterflushing including cost of all materials, machinery, labour etc.,complete. Rm 40.00

9.a. Consolidation grouting with neat cement grout of suitable consistencyunder specified pressure as directed in drilled holes by stage groutingmethod including cost of all materials, machinery, labour, redrilling if necessary etc., complete with initial lead upto 1 km and all lifts. tonne 10201.00

9.b. Curtain grouting with neat cement grout of suitable consistency underspecified grout pressure as directed in drilled holes by stage grouting method including cost of all materials, machinery, labour, redrilling if necessary etc., complete with initial lead upto 1 km and all lifts. tonne 10939.00

10. Providing and fixing 25 mm dia 3 m long cold twisted deformed steeldowel bars with one end driven into 38 mm dia 1.50 m deep hole drilled



2

41


in bed rock and other end provided with L - bend for embedding inconcrete / masonry of over flow / non-over flow blocks and other appurtenant works including cost of drilling and cleaning hole, filling holewith thick cement slurry, driving anchor rod, cost of all materials, labour,machinery etc., complete with initial lead upto 1 km and all lifts. Each 932.00

11. Providing and fixing 25 mm dia 2.75 m long ribbed steel anchor rodswith one end split and driven firmly using steel wedge into 1.25 m deep38 mm dia. hole drilled in bed rock and other end provided with L-bendfor embedding in concrete / masonry for spillway and appurtenant worksincluding drilling and cleaning hole, filling hole with thick cement slurry,driving anchor rod, cost of all materials, machinery, labour, steel wedgeetc., complete with initial lead upto 1 km and all lifts. Each 884.00

REINFORCEMENT & CEMENT CONCRETE WORKS :

12. Providing, fabricating and placing in position reinforcement steel for RCC structures including cleaning, straightening, cutting, bending,lapping / welding joints wherever required, tying with 1.25 mm dia. softannealed steel wire, including cost of all materials, machinery, labourlabour etc.,complete with initial lead upto 1 km and all lifts. tonne 64155.00

13. Providing and laying in-situ vibrated M-15 ( 28 days cube compressivestrength not less than 15 N / sq mm ) grade cement concrete using80 mm down size approved, clean, hard, graded aggregates includingcost of all materials, machinery, labour, formwork, centering, scaffolding,cleaning, providing mortar layer for lift joints, batching, mixing, placing inposition, levelling, vibrating, finishing, curing etc., complete for plainconcrete works with initial lead upto 1 km and all lifts. ( Cementcontent 210 kg / cum with use of super plasticiser ) cum 3924.00

14 Providing and laying insitu vibrated M-20 ( 28 days cube compressivestrength not less than 20 N / sq mm ) grade cement concrete using40 mm down size approved, clean, hard, graded aggregates includingcost of all materials, machinery, labour, formwork, centering, scaffolding,cleaning, batching, mixing, placing in position, levelling, vibrating,finishing, curing etc., complete for RCC works of gallery, sluice,spillway crest, spillway d / s face, energy dissipating structure,training walls, piers, abutments and such other locations with initiallead upto 1 km and all lifts. ( Cement content : 300 kg / cum with useof super plasticiser ). cum 5345.00



2

42


15. Providing and laying insitu vibrated M-15 ( 28 days cube compressivestrength not less than 15 N / sq mm ) grade cement concrete using40 mm down size approved, clean, hard, graded aggregates includingcost of all materials, machinery, labour, formwork, centering, scaffolding,cleaning, batching, mixing, placing in position, levelling, vibrating,

finishing, curing etc., complete for plain concrete works with initial leadupto 1 km and all lifts. ( Cement content : 240 kg / cum with use ofsuper plasticiser ) cum 4733.00

16. Providing and laying insitu vibrated M-15 ( 28 days cube compressivestrength not less than 15 N / sq mm ) grade cement concrete using40 mm down size approved, clean, hard, graded aggregates withplacing and sinking plums of size 150 to 80 mm upto 15 percent forgravity type structures including cost of all materials, machinery,labour, formwork, scaffolding, cleaning, batching, mixing, placing inposition, levelling, vibrating, finishing, curing etc., complete with initiallead upto 1 km and all lifts. ( Cement content : 204 kg / cum with useof plums and super plasticiser ) cum 4305.00

17. Providing and laying insitu vibrated M-15 ( 28 days cube compressivestrength not less than 15 N / sq mm ) grade cement concrete using20 mm down size approved, clean, hard, graded aggregates includingcost of all materials, machinery, labour, formwork, scaffolding, centering,cleaning, batching, mixing, placing in position, levelling, vibrating,

finishing, curing etc., complete for plain concrete works with initial lead upto 1 km and all lifts. ( Cement content : 290 kg / cum with useof super plasticiser ) cum 5196.00

18. Providing and laying insitu vibrated M-20 ( 28 days cube compressivestrength not less than 20 N / sq mm ) grade cement concrete using20 mm down size approved, clean, hard, graded aggregates includingcost of all materials, machinery, labour, formwork, centering, scaffolding,cleaning, batching, mixing, placing in position, levelling, vibrating,finishing, curing etc., complete for RCC works of spillway bridge,blockout concreting and such other similar structures with conjestedreinforcement areas with initial lead upto 1 km and all lifts. ( Cementcontent : 330 kg / cum with use of super plasticiser ). cum 8058.00

19.a Providing and laying insitu vibrated M-20 ( 28 days cube compressivestrength not less than 20 N / sq mm ) grade cement concrete using



2

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20 mm down size approved, clean, hard, graded aggregates includingcost of all materials, machinery, labour, formwork, centering, cleaning,scaffolding, batching, mixing, placing in position, levelling, vibrating,finishing, curing etc., complete for RCC solid parapet consisting of350 x 200 mm kerb, 0.35 x 0.35 x 1.0 m pillars spaced approximatelyat 3.35 m c / c, 125 mm thick wall 800 mm height with 125 mm thickand 350 mm wide coping slab for wall and 125 mm thick 400 x 400 mmcoping for pillars with top edges of kerb and coping chamferred / roundedas directed etc., complete ( excluding cost of providing and placingreinforcement steel and gate ) with initial lead upto 1 km and all lifts.( Cement content : 330 kg / cum with use of super plasticiser ) Rm 2256.00

19.b Providing and laying insitu vibrated M-20 ( 28 days cube compressivestrength not less than 20 N / sq mm ) grade cement concrete using20 mm down size approved, clean, hard, graded aggregates includingcost of all materials, machinery, labour, formwork, centering, cleaning,scaffolding, batching, mixing, placing in position, levelling, vibrating,finishing,curing etc.,complete for RCC ornamental parapet consistingof 350 x 200 mm kerb, 0.35 x 0.35 x 1.0 m pillars spaced approximatelyat 3.5 m apart, 200 x 150 mm posts 800 mm height approximately300 mm c / c with 125 mm thick and 350 mm wide coping slab for posts400 x 400 x 125 cm coping slab for pillars with top edges of kerb andcoping chamferred or rounded as directed etc., complete ( excludingcost of providing and placing reinforcement steel and gate ) with initiallead upto 1 km and all lifts. ( Cement content 330 kg / cum with useof super plasticizer ) Rm 2335.00

20. Providing and laying insitu M- 25 ( 28 days cube compressive strengthnot less than 25 N / sq mm ) grade cement concrete using 20 mmdown size approved, clean, hard, graded aggregates for wearing coatincluding cost of all materials, machinery, labour, formwork, cleaning,batching, mixing, placing in position in alternate panels, levelling,compacting, finishing, curing, packing joints with asphalt mortar etc.,complete with initial lead upto 1 km and all lifts. ( Cement content :360 kg / cum with use of super plasticiser ) cum 5591.00

21.a. Providing and constructing 150 mm dia hume pipe weep holes forconcrete / masonry walls including providing 200 x 200 x 200 mm sizeporous concrete block made of cement and 20 mm down coarseaggregate in 1 : 4 proportion including 100 mm thick sand backing at the



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junction of wall and soil back fill, cost of all materials, machinery, labouretc., complete with lead upto 1 km and all lifts. Rm 339.00

21.b. Providing and constructing 75 mm dia PVC pipe weep holes forconcrete / masonry walls including providing 200 x 200 x 200 mm sizeporous concrete block made of cement and 20 mm down coarseaggregate in 1 : 4 proportion including 100 mm thick sand backing at thejunction of wall and soil back fill, cost of all materials, machinery, labouretc., complete with lead upto 1 km and all lifts. Rm 257.00

22. Providing and forming expansion joint for spillway bridge consisting of 75 x 75 x 6 mm angles 2 numbers provided with 250 mm long 12 mmdia. anchors fixed to both flanges at 150 mm c / c and 140 x 6 mm platewelded on top of one of the angle including cost of all materials, labour,machinery, providing and fixing 38 mm thick joint filler board matchingthe thickness of wearing coat, painting etc., conplete with lead upto1 km and all lifts. Rm 1877.00

MASONRY & GUNITING WORKS :

23. Providing and constructing un-coursed rubble stone masonry usingapproved stones in cement mortar 1 : 3 proportion including cost ofall materials, machinery, labour, scaffolding, cleaning, packing mortar,wedging stone chips, curing etc., complete with initial lead upto 1 kmand all lifts. cum 3313.00

24. Providing and constructing un-coursed rubble stone masonry usingapproved stones in cement mortar 1 : 4 proportion including cost ofall materials, machinery, labour, scaffolding, cleaning, packing mortar,wedging stone chips, curing etc., complete with initial lead upto 1 kmand all lifts. cum 3052.00

25. Providing and constructing coursed rubble face stone masonry usingapproved rubble stones in cement mortar 1 : 3 proportion includingcost of all materials, machinery, labour, scaffolding, ramps, cleaning, packing mortar, wedging stone chips, curing etc., complete with initiallead upto 1 km and all lifts. cum 3469.00

26. Providing and constructing coursed rubble face stone masonry usingapproved rubble stones in cement mortar 1 : 4 proportion includingcost of all materials, machinery, labour, scaffolding, ramps, cleaning,



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packing mortar, wedging stone chips, curing etc., complete with initial lead upto 1 km and all lifts. cum 3228.00

27. Providing and constructing chisel drafted and hammer dressed facestone masonry using approved stones in cement mortar 1 : 3proportion including cost of all materials, machinery, labour, scaffolding,ramps, cleaning, packing mortar, wedging stone chips, curing etc.,complete with initial lead upto 1 km and all lifts. cum 3529.00

28. Providing and constructing chisel drafted and hammer dressed facestone masonry using approved stones in cement mortar 1 : 4proportion including cost of all materials, machinery, labour, scaffolding,ramps, cleaning, packing mortar, wedging stone chips, curing etc.,complete with initial lead upto 1 km and all lifts. cum 3297.00

29.a Providing 50 mm deep cement mortar pointing to coursed rubble facestone masonry in CM 1 : 2 proportion by volume including raking andcleaning joints, pressing mortar into joints, cost of all materials,labour, scaffolding, finishing, curing etc., complete with initial lead upto1 km and all lifts. sqm 109.00

Note: If waterproofing compound is added to cement mortar add sqm 5.00

29.b Providing 50 mm deep cement mortar pointing to coursed rubble facestone masonry in CM 1 : 3 proportion by volume including raking andcleaning joints, pressing mortar into joints, cost of all materials,labour, scaffolding, finishing, curing etc., complete with initial lead upto1 km and all lifts. sqm 102.00

Note: If waterproofing compound is added to cement mortar add sqm 4.00

30. Providing average 20 mm thick cement mortar plastering to stone masonry block joint in CM 1: 3 proportion by volume including raking andcleaning joints for 50 mm depth, pressing mortar into joints, cost of allmaterials, labour, finishing surface, curing etc., complete with initial leadupto 1 km and all lifts. sqm 220.00

31. Providing 25 mm thick guniting to rock or masonry surface in cementmortar 1 : 3 proportion by weight including cost of all materials,machinery, labour, rakingout and cleaning joints, scaffolding whereverrequired, curing and all other ancillary operations etc., complete with initial lead upto 1 km and all lifts. sqm 465.00



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CONTRACTION JOINT WORKS:

32. Providing and constructing contraction joints by fixing 310 mm widecentral bulb type approved quality PVC water stop in two lines with8 mm dia. steel dowel rods on either side at 1 m interval, forming 125 x125 mm size groove in between two water stops, providing and fixing15 mm dia. two legged G.I pipe with U-bend at bottom for circulation ofsteam at interval, forming 150 mm dia formed drain behind water sealsincluding filling groove with asphalt, circulation of steam at intervals,cost of all materials, machinery, labour, valcanizing joints etc., completewith all leads and lifts. Rm 1787.00

33. Providing and constructing contraction joints by fixing 230 mm widecentral bulb type PVC water strip in single line supported by 10 mmdia. steel dowel rods on either side at 1 metre interval including cost ofall materials, machinery, labour, vulcanizing joints etc., complete withall leads and lifts. Rm 398.00

EARTH / ROCKFILL EMBANKMENT WORKS :

34. Providing hearting embankment using selected impervious soil from approved borrow areas in layers of 250 to 300 mm before compactionincluding cost of all materials, machinery, labour, all other operationssuch as excavation, sorting out, transportation, spreading in layer ofspecified thickness, breaking clods, sectioning, watering, compacting todensity control of not less than 95 percent using power roller etc.,complete with initial lead upto 1 km and all lifts. cum 140.00

35. Providing cut-off trench filling using selected impervious soil fromapproved borrow areas in layers of 250 to 300 mm before compactionincluding cost of all materials, machinery, labour, all other operationssuch as excavation, sorting out, transportation, spreading in layers of specified thickness, breaking clods, sectioning, watering, compacting to density control of not less than 95 percent using power roller etc.,complete with initial lead upto 1 km and all lifts. cum 148.00

36. Providing casing embankment using semi-pervious soil fromapproved borrow areas in layers of 250 to 300 mm before compactionincluding cost of all materials, machinery, labour, all other operationssuch as excavation, sorting out, transportation, spreading soil tospecified thickness, breaking clods, sectioning, watering, compacting todensity control of not less than 95 percent using power roller etc.,



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complete with initial lead upto 1 km and all lifts. cum 150.00

37. Providing casing embankment using semi-pervious soil availablefrom excavation in layers of 250 to300 mm before compaction includingcost of all materials, machinery, labour, all other operations such asre-excavation, sorting out, transportation, spreading soil to specifiedthickness, breaking clods, sectioning, watering, compacting to densitycontrol of not less than 95 percent using power roller etc., completewith initial lead upto 1 km and all lifts. cum 132.00

38. Providing homogeneous embankment using soil from approvedborrow area in layers of 250 to 300 mm before compaction includingcost of all materials, machinery,labour, all operations such as excavation,sorting out, transportation, spreading soil in layer of specified thickness,breaking clods, sectioning, watering, compacting to density control ofnot less than 95 percent using power roller etc., complete with initiallead upto 1 km and all lifts. cum 141.00

39. Providing impervious filling adjacent to masonry / concrete structureand filling trial pits with soil from approved borrow area in layers of 100 to 150 mm and compacting each layer to density control of not lessthan 95 percent using pneumatic tampers or by vibratory earth rammers including cost of all materials, machinery, labour, picking previous layer,spreading soil in layer, breaking clods, watering etc., complete withinitial lead upto 1 km and all lifts. cum 185.00

40. Providing and constructing rockfill embankment with 300 mm downgraded stones and quarry spalls from approved source including costof all materials, machinery, labour, spreading stones and spalls inlayers, hand packing, wedging, finishing the surface to required slopesetc., complete with initial lead upto 1 km and all lifts. cum 480.00

41. Providing and constructing dry rubble rock-toe using rubble and stone chips from approved source including cost of all materials, machinery,labour, hand packing rubble and stone chips, finishing top and sides torequired slopes etc. complete with initial lead upto 1 km and all lifts. cum 530.00

42. Providing and constructing dry rubble rock-toe with rubble and stonechips from dump yard including cost of all materials, machinery,labour, hand packing rubble and stone chips, finishing top and sides torequired slopes etc.,complete with initial lead upto 1 km and all lifts. cum 417.00



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FILTER & PITCHING WORKS :

43. Providing and constructing longitudinal / cross graded filter drainsusing sand and 80 to 20 mm and 20 mm down graded aggregatessatisfying specified filter creteria in layers as per specifications including cost of all materials, machinery, labour, laying to requiredslopes, compaction etc., complete with initial lead upto 50 m and alllifts. cum 1221.00

44. Providing and constructing vertical / inclined graded filter media consisting of sand and coarse aggregate layers of specified thicknessusing approved materials satisfying specified filter creteria as per specifications including cost of all materials, machinery, labour, laying to required slopes, compaction etc., complete with initial lead upto50 m and all lifts.

a. Sand layer. cum 1597.00b. 10 mm down graded coarse aggregate layer cum 1091.00c. 20 mm down graded coarse aggregate layer cum 1064.00d. 40-10 mm graded coarse aggregate layer cum 929.00

45.a Providing and laying filter media consisting of 200 gsm poly-propeline non-woven filter fabric and 20 mm down graded coarse aggregate inbetween filter fabric layers for filter media / filter drains etc., ( excludingcost of providing 20 mm down coarse aggregate ) including cost of all materials, machinery, labour etc., complete with lead upto 50 m for aggregate and all leads for fabric and all lifts. sqm 211.00

45.b Providing and laying filter media consisting of 250 gsm poly-propeline non-woven filter fabric and 20 mm down graded coarse aggregate inbetween filter fabric layers for filter media / filter drains etc., ( excludingcost of providing 20 mm down coarse aggregate ) including cost of all materials, machinery, labour etc., complete with lead upto 50 m for aggregate and all leads for fabric and all lifts. sqm 242.00

46. Providing and constructing graded filter media below and behindrock-toe consisting of 200 mm thick sand, 250 mm thick 20 - 4.75 mmand 400 mm thick 80 - 20 mm size graded coarse aggregates satisfying filter creteria as per specifications including cost of all materials,machinery, labour, laying to required slope, compaction etc., completewith initial lead upto 50 m and all lifts. cum 940.00

47. Providing and constructing 900 mm thick transition cum filter media



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behind rockfill using approved sand and 80-20 mm and 20 mm downgraded aggregates satisfying the filter creteria in layers of 300 mmthickness each as per specifications including cost of all materials,machinery, labour, laying each layer to required slope, compaction etc., complete with initial lead upto 50 m and all lifts. cum 1081.00

48. Providing and constructing 550 mm thick hand packed rough stonerevetment consisting of 300 mm thick rough stones with 400 to 450 mmlong through stones at 1.5 m c / c over filter backing of 100 mm thicksand and 150 mm thick 40 mm down graded coarse aggregate layersincluding cost of all materials, machinery, labour, laying to specifiedslope, wedging with chips, finishing etc., complete with initial lead upto50 m and all lifts. sqm 465.00

49. Providing and constructing 450 mm thick hand packed rough stonerevetment consisting of 300 mm thick rough stones with 400 to 450 mmlong through stones at 1.5 m c / c over a backing of 150 mm thick40 mm down graded coarse aggregate layer including cost of all materials,machinery, labour, laying to specified slope, wedging with chips, finishingetc., complete with initial lead upto 50 m and all lifts. sqm 304.00

50. Providing and laying Hariyala or other approved quality turfing sods for the slopes of earthen embankments over 20 mm thick sand backingincluding cost of all materials, machinery, labour including preparingsurface, spreading sand including tamping, watering for 15 days etc.,complete with initial lead upto 1 km and all lifts. sqm 111.00

Note: Additional lead charges for every 1 km or part there-off beyond initial lead sqm 0.90



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CONTENTS PAGES



STATEMENT OF ROYALTY CHARGES ON MATERIALS 59--60

SCHEDULE OF RATES FOR ITEMS 61--72



CANAL AND ALLIED WORKSSCHEDULE OF RATES

52

1. All notes under General Notes on Schedule of Rates and Notes on Lead, Lift, Loadingand un-loading charges are applicable to Canal and Allied Works also to the extentthey are relevant.


3. For earth / rockfill embankment works 1 km initial lead is considered in the basic rates.As storing / stacking / re-handling of materials is not involved for these works the leadcharges for additional lead shall be worked out for total lead including initial lead of1 km and then the cost of first km lead shall be deducted. No loading and un-loadingcharges shall be added as the additional lead does not involve rehandling of materials.Example : Total lead for soil from approved borrow area : 2 kmInitial lead included in the basic rate in the SR : 1 kmAdditional lead charges : Lead charges for 2 km Rs: 57.60 Less Lead charges for 1 km Rs: -47.30 Additional lead charges / cum Rs: 10.30No loading and un-loading charges shall be added.

4. Cement content specified for cement concrete works in the item description is basedon theoritical design mix computations and is exclusive of wastage and requirementfor any incidentals. The actual cement content may vary based on trial mix studies.A suitable clause shall be included in tender for regulating payment for any upwordor downword variation in cement content.

5. The quantities of materials including wastage, requirements for incidentals etc., forworking out additional lead charges shall be as per the statement of requirement ofmaterials under this section.

CANAL AND ALLIED WORKS

NOTES ON SCHEDULE OF RATESCANAL AND ALLIED WORKS

54

Item Description of work UnitNo.

Steel Soil Sand Stoneskg cum cum cum

7 Impervious hearting ( Borrow area soil ) cum --- 1.26 --- ---8 Semi-pervious casing ( Borrow area soil ) cum --- 1.26 --- ---9 Homogeneous embankment(Borrow area) cum --- 1.26 --- ---

10 Impervious hearting ( Dump area soil ) cum --- 1.26 --- ---11 Semi-pervious casing ( Dump area soil ) cum --- 1.26 --- ---12 Impervious hearting ( Excavated soil ) cum --- 1.26 --- ---13 Semi-pervious casing ( Excavated soil ) cum --- 1.26 --- ---14 Embankment for field channel cum --- 1.26 --- ---


15 Rubble and sand filling cum --- --- 0.410 1.0216 Rubble and murum filling cum --- 0.41 --- 1.0217 250 mm thick Sand blanket sqm --- --- 0.255 ---

Steel Stone/chips Sand CAkg cum cum cum

18 Rock-toe cum --- 1.170 --- ---19 Longitudinal & cross drains cum --- --- 0.783 0.23620 Inclined filter cum --- --- 0.612 0.40821 Filter behind & below rock-toe cum --- --- 0.340 0.679


22 Rockfill casing ( stone from quarry ) cum --- --- --- 1.1523 Rockfill casing ( dump yard stones) cum --- --- --- 1.1524 CNS lining 95 % density (borrow area) cum --- 1.26 --- ---25 CNS lining 95 % density (excavation) cum --- 1.26 --- ---

26.a 150x150x450 mm Canal bed level stone Each --- --- --- 0.0126.b 200x200x750 mm Canal bed level stone Each --- --- --- 0.0327 Reinforcement steel kg 1.025 --- --- ---

Slab Cement Sand CAcum kg cum cum

28.a M-15 CC ( 20 mm CA ) for side lining cum --- 277.70 0.459 0.81528.b M-20 CC ( 20 mm CA ) for side lining cum --- 338.30 0.459 0.81529 M-15 CC ( 40 mm CA ) for bed lining cum --- 247.40 0.408 0.921


QUANTITY OF MATERIALS FOR ADDITIONAL LEAD CHARGESCANAL AND ALLIED WORKS

Quantity of materials requiredper unit quantity of work

55


Slab Cement Sand CAcum kg cum cum

30 M-15 CC ( 20 mm CA ) for bed lining cum --- 277.70 0.459 0.81531 M-20 CC ( 40 mm CA ) for bed lining cum --- 277.70 0.408 0.91832 M-20 CC ( 20 mm CA ) for bed lining cum --- 338.30 0.459 0.81839 Filter around relief pipe Each --- --- 0.034 0.016

40.a Providing& fixing Shahbad slab in CM 1:3 sqm 0.030 1.00 0.002 ---40.b Fixing Shahbad slab for lining in CM 1:3 sqm 0.030 1.00 0.002 ---41 B.S slab lining in CM 1:4 sqm 0.090 3.50 0.009 ---42 Fixing PCC slab for lining in CM 1:3 sqm 0.050 2.33 0.005 ---43 Fixing PCC lug slab in CM 1:3 Rm 0.017 0.60 0.001 ---45 Notes:Providing 75 mm sand backing sqm --- --- 0.077 ---48 M-15 PCC slab 550 x 550 x 55 mm Each --- 5.54 0.009 0.01349 M-15 PCC slab 550 x 300 x 55 mm Each --- 2.96 0.004 0.00750 M-15 PCC slab 450 x 300 x 30 mm Each --- 1.95 0.002 0.00351 M-15 PCC slab 450 x 150 x 30 mm Each --- 1.03 0.001 0.00152 M-15 PCC slab 400 x 400 x 30 mm Each --- 2.24 0.002 0.00353 M-15 PCC slab 400 x 150 x 30 mm Each --- 0.96 0.001 0.001

Murum Cement Sand Stonescum kg cum cum

54 UCR in CM 1:5 ( quarry stone ) cum --- 115.20 0.410 1.1755 UCR in CM 1:5 ( excavated stone ) cum --- 115.20 0.410 1.1756 250 mm thick UCR stone pitching sqm --- --- --- 0.29

Note: If 150 mm thick murum bed provided 0.18 --- --- ---57 300 mm thick UCR stone pitching sqm --- --- --- 0.35

Note: If 150 mm thick murum bed provided 0.18 --- --- ---58 450 mm thick UCR stone pitching sqm --- --- --- 0.50

Note: If 150 mm thick murum bed provided 0.18 --- --- ---59 300 mm thick UCR pitching in CM 1:5 sqm --- 30.23 0.107 0.35

Note: If 150 mm thick murum bed provided 0.18 --- --- ---60 300 mm thick Khandki stone pitching sqm --- --- --- 0.35


Note: If 150 mm thick murum bed provided 0.18 --- --- ---62 300 mm thick Khandki pitching in CM1:5 sqm --- 29.16 0.099 0.35

Note: If 150 mm thick murum bed provided 0.18 --- --- ---63 450 mm thick Khandki pitching in CM1:5 sqm --- 40.70 0.142 0.50

Note: If 150 mm thick murum bed provided 0.18 --- --- ---64 Hariyala turfing sqm sod 0.10 --- 0.020 ---




56

Notes:


2. The quantity of cement for cement concrete items includes requirement of cement forany incidental works such as mortar layer at lift joints, repair of honeycomb patch etc.

3. The quantities of materials are inclusive of wastage as under:Cement 1.00 percent.Sand / Fine aggregate 2.00 percent.Coarse aggregate 2.00 percent.Stones / Stone chips 2.00 percent.Steel ( Reinforcement / Structural ) 2.50 percent.


Earth Sand CA Stone

7 Impervious hearting 95 % density cum 30.00 --- --- ---8 Semi-pervious casing 95 % density cum 30.00 --- --- ---9 Homogeneous embankment 95 % density cum 30.00 --- --- ---

10 Impervious hearting 95 % density cum 30.00 --- --- ---11 Semi-pervious casing 95 % density cum 30.00 --- --- ---12 Impervious hearting 95 % density cum 30.00 --- --- ---13 Semi-pervious casing 95 % density cum 30.00 --- --- ---14 Embankment for field channel cum 30.00 --- --- ---15 Rubble and sand filling cum --- 42.30 --- 97.9016 Rubble and murum filling cum 12.30 --- --- 97.9017 250 mm thick Sand blanket sqm --- 26.30 --- ---18 Rock-toe cum --- --- --- 112.3019 Longitudinal & cross drains cum --- 80.80 22.65 ---20 Inclined filter cum --- 63.15 39.15 ---21 Filter behind & below rock-toe cum --- 35.10 65.20 ---22 Rockfill casing ( stone from quarry ) cum --- --- --- 110.4023 Rockfill casing ( dump yard stones) cum --- --- --- 110.4024 CNS lining 95 % density(borrow area) cum 30.00 --- --- ---



AMOUNT OF ROYALTY CHARGES INCLUDED IN ITEM RATESCANAL AND ALLIED WORKS

Amount of Royalty charges included in item rate in Rs:


57


Earth Sand CA Stone

25 CNS lining 95 % density(excavation) cum 30.00 --- --- ---26.a 150x150x450 mm Canal bed level stone Each --- --- --- 1.6026.b 200x200x750 mm Canal bed level stone Each --- --- --- 4.7528.a M-15 CC ( 20 mm CA ) for side lining cum --- 47.35 88.00 ---28.b M-20 CC ( 20 mm CA ) for side lining cum --- 47.35 88.00 ---29 M-15 CC ( 40 mm CA ) for bed lining cum --- 42.10 99.45 ---30 M-15 CC ( 20 mm CA ) for bed lining cum --- 47.35 88.00 ---31 M-20 CC ( 40 mm CA ) for bed lining cum --- 42.10 99.15 ---32 M-20 CC ( 20 mm CA ) for bed lining cum --- 47.35 88.35 ---39 Filter around relief pipe Each --- 3.50 1.75 ---

40.a Providing& fixing Shahbad slab in CM 1:3 sqm --- 0.21 --- ---40.b Fixing Shahbad slab for lining in CM 1:3 sqm 0.21 --- ---41 B.S slab lining in CM 1:4 sqm --- 0.95 --- 14.3042 Fixing PCC slab for lining in CM 1:3 sqm --- 0.50 --- ---43 Fixing PCC lug slab in CM 1:3 Rm --- 0.12 --- ---45 Notes: Providing 75 mm sand backing sqm --- 7.90 --- ---48 M-15 PCC slab 550x550x55 mm Each --- 0.95 1.40 ---49 M-15 PCC slab 550x300x55 mm Each --- 0.41 0.80 ---50 M-15 PCC slab 450x300x30 mm Each --- 0.21 0.32 ---51 M-15 PCC slab 450x150x30 mm Each --- 0.08 0.15 ---52 M-15 PCC slab 400x400x30 mm Each --- 0.21 0.36 ---53 M-15 PCC slab 400x150x30 mm Each --- 0.08 0.13 ---54 UCR in CM 1:5 ( quarry stone ) cum --- 42.30 --- 184.6555 UCR in CM 1:5 ( excavated stone ) cum --- 42.30 --- 184.6556 250 mm thick Stone pitching sqm --- --- --- 31.30

Note: If 150 mm thick murum bed provided 5.40 --- --- ---57 300 mm thick Stone pitching sqm --- --- --- 37.80

Note: If 150 mm thick murum bed provided 5.40 --- --- ---58 450 mm thick Stone pitching sqm --- --- --- 54.00

Note: If 150 mm thick murum bed provided 5.40 --- --- ---59 300 mm thick Stone pitching in CM 1:5 sqm --- 11.05 --- 37.80



Note: If 150 mm th murum bed provided 5.40 --- --- ---62 300 mm thick Khandki pitching in CM1:5 sqm --- 10.20 --- 37.80

Note: If 150 mm thick murum bed provided 5.40 --- --- ---

AMOUNT OF ROYALTY CHARGES INCLUDED IN ITEM RATES ( contd )



58


Earth Sand CA Stone

63 450 mm thick Khandki pitching in CM1:5 sqm --- 14.65 --- 54.00Note: If 150 mm thick murum bed provided 5.40 --- --- ---

64 Grass turfing sqm --- 2.05 --- ---

Notes:




59



EXCAVATION WORKS :

1. Excavation in all kinds of soil including boulders upto 0.6 m diameter(0.113 cum) for canal, seating of embankment, filter drains / catch waterdrains etc., including dressing bed and sides to required level and profile,cost of all materials, machinery, labour, placing the excavated soil neatlyin dump area or for formation of service road/embankment as directed etc.complete with initial lead upto 1 km and depth of cut upto 18 m. cum 71.00

Note: For depth of cut exceeding 18 m from ground level increase the basic rateby 5 percent for the quantity of excavation beyond 18 m depth.

2. Excavation in all kinds of soil including boulders upto 0.6 m diameter( 0.113 cum ) field channels, seating of embankment for field channelsetc., including dressing of bed and sides to required profile, cost of allmaterials, machinery, labour, placing the excavated stuff for formationof service road / embankment as directed etc., complete with lead upto10 m and lift upto 2 m. cum 40.00

3. Excavation in soft rock without blasting including boulders above 0.3 m upto 0.6 m dia. for canals, seating of embankment, filter drain / catch water drains etc., including dressing of bed and sides to requiredlevel and profile, cost of all materials, machinery, labour, placing theexcavated soft rock neatly in dump area or for formation of service road asdirected etc., complete with initial lead upto 1 km and depth of cutupto 18 m. cum 97.00


4. Excavation in soft rock without blasting including boulders above0.3 m upto 0.6 m dia. for field channels, seating of embankment forfield channels etc., including dressing of bed and sides to requiredprofile, cost of all materials, machinery, labour, placing the excavatedstuff for formation of service road as directed etc., complete with leadupto 10 m and lift upto 2 m. cum 64.00

5. Excavation in soft rock requiring blasting including boulders above0.6 m upto 1.2 m dia. for canals, seating of embankment, filter drain /


CANAL AND ALLIED WORKSSCHEDULE OF RATES


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catch water drains etc., including dressing bed and sides to requiredlevel and profile, cost of all materials, machinery, labour, placing theexcavated rock in dump area or for formation of service road as directedetc., complete with initial lead upto 1 km and depth of cut upto 18 m. cum 185.00


6.a. Excavation in hard rock of all toughness by blasting including bouldersabove 0.6 m dia. ( 0.113 cum ) for canals, cut-off trench of embankment,filter / catch water drains etc., including levelling the bed and minimisingdamage to side slopes of canal in water prism area by adopting any oneor combination of line drilling / pre-splitting / smooth blasting techniquesincluding cost of all materials, machinery, labour and placing excavatedexcavated rock neatly in approved dump area as directed etc., completewith initial lead upto 1 km and depth of cut upto 18 m. cum 367.00


6.b. Excavation in hard rock of all toughness including boulders above 0.6 m dia. ( 0.113 cum ) by approved controlled blasting methodsincluding control of vibrations by use of delay detonators and control of fly-rock by muffling for canal, cut-off trench of embankment, filter / catchwater drains and other appurtenant structures adopting only jack hammerholes and minimising damage to side slopes of canal in water prism areaby adopting any one or combination of line drilling / pre-splitting / smoothblasting techniques including cost of all materials, machinery, labourplacing excavated rock neatly in approved dump area as directed etc.,complete with initial lead upto 1 km and depth of cut upto 18 m. cum 608.00


EMBANKMENT WORKS USING BORROW AREA SOIL :

7. Providing impervious hearting embankment with selected soil fromapproved borrow areas in layers of 250 to 300 mm before compaction including cost of all materials, machinery, labour, all operations suchas excavation, sorting out, transporting, spreading in layer of specifiedthickness, breaking clods, sectioning, watering, compacting each layerto density control of not less than 95 percent or as stipulated bypower roller etc., complete with initial lead upto 1 km and all lifts. cum 144.00



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8. Providing semi-pervious / pervious casing embankment with soil fromapproved borrow areas in layers of 250 to 300 mm before compactionincluding cost of all materials, machinery, labour, all operations such asexcavation, sortingout, transporting, spreading in layer of specifiedthickness, breaking clods, sectioning, watering, compacting to densitycontrol of not less than 95 percent or as stipulated by power roller etc.,complete with initial lead upto 1 km and all lifts. cum 163.00

9. Providing hearting / casing embankment with homogeneous siolfrom approved borrow areas in layers of 250 to 300 mm before compactionincluding cost of all materials, machinery, labour, all operations such asexcavation, sorting out, transporting, spreading in layer of specifiedthickness, breaking clods, sectioning, watering, compacting each layerto density control of not less than 95 percent or as stipulated bypower roller etc., complete with initial lead upto 1 km and all lifts. cum 151.00

EMBANKMENT WORKS USING DUMP AREA SOIL :

10. Providing impervious hearting embankment with soil from approveddump areas in layers of 250 to 300 mm before compaction includingcost of all materials, machinery, labour, all other operations such asre-excavation, sorting out, transporting, spreading soil in layer of specifiedthickness, breaking clods, sectioning, watering, compacting each layerto density control of not less than 95 percent or as stipulated bypower roller etc., complete with initial lead upto 1 km and all lifts. cum 137.00

11. Providing semipervious /pervious casing embankment using soil fromapproved dump area in layers of 250 to 300 mm before compactionincluding cost of all materials, labour, machinery, all operations such asre-excavation, sortingout, transporting, spreading in layer of specifiedthickness, breaking clods, sectioning, watering, compacting each layerto density control of not less than 95 percent or as stipulated bypower roller etc., complete with initial lead upto 1 km and all lifts. cum 139.00

EMBANKMENT WORKS USING EXCAVATED SOIL :

12. Providing impervious hearting embankment with soil collected inembankment area in heaps as part of disposal of excavated soil fromcanal including cost of all materials, machinery, labour, all operationssuch as sorting out,spreading in layer of 250 to 300 mm thickness beforecompaction, breaking clods, sectioning, watering and compacting eachlayer to density control of not less than 95 percent or as stipulated



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by power roller etc., complete with lead upto 1 km for water. cum 74.00

13. Providing semi-pervious / pervious casing embankment with soil collected in embankment area in heaps as part of disposal ofexcavated soil from canal including cost of all materials, machinery,labour, all operations such as sorting-out, spreading soil in layer of 250to 300 mm before compaction, breaking clods, sectioning, watering andcompacting eachlayer to density control of not less than 95 percentor as stipulated by power roller etc., complete with lead uoto 1 km for water. cum 74.00

14. Providing compacted embankment for field irrigation channels withgravely soil from approved borrow area including sorting out, spreadingin layers of 150 mm thickness, breaking clods, watering, compacting,dressing sides to required slopes etc., complete with lead upto 50 mand all lifts. cum 204.00

FOUNDATION FILLING WORKS :

15. Providing rubble and sand filling in layers of 250 to 300 mm includingcost of all materials,machinery, labour, watering, ramming etc., completewith initial lead upto 50 m and all lifts. cum 1006.00

16. Providing rubble and murum filling in layers of 250 to 300 mm includingcost of all materials, machinery, labour, watering, ramming etc., completewith initial lead upto 50 m and all lifts. cum 449.00

17. Providing and laying 250 mm thick sand blanket below embankmentincluding cost of all materials, machinery, labour, spreading to specifiedthickness etc., complete with initial lead upto 50 m and all lifts. sqm 388.00

18. Providing and constructing dry rubble rock-toe using rubble and stonechips from approved source including cost of all materials, machinery,labour, hand packing rubble and stone chips, finishing top and sides torequired slopes etc., complete with initial lead upto 50 m and all lifts. cum 417.00

19. Providing and constructing longitudinal and cross graded filter drainsusing sand and 20 mm down graded aggregates satisfying specified filtercreteria in layers as per specifications including cost of all materials,machinery, labour, laying to required slopes, compaction etc., completewith initial lead upto 50 m and all lifts. cum 1475.00



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20. Providing and constructing 500 mm thick vertical or inclined gradedfilter media consisting of 150 mm thick sand layers and 200 mm thick20 mm down coarse aggregate layer using approved materials satisfyingspecified filter creteria as per specifications including cost of all materials,machinery, labour, laying to required slope, compaction etc., completewith initial lead upto 50 m and all lifts. cum 1382.00

21. Providing and constructing graded filter media below and behindrock-toe consisting of 200 mm thick sand, 150 mm thick 20 mm downand 150 mm thick 40 mm down size graded coarse aggregates satisfyingfilter creteria behind rock-toe and 150 mm thick sand, 200 mm thick 20mm down coarse aggregate and 650 mm thick 40 mm down size coarseaggregate satisfying filter creiteria below rock-toe as per specificationsincluding cost of all materials, machinery, labour, laying to required slope,compaction etc., complete with initial lead upto 50 m and all lifts. cum 1180.00

ROCK FILL WORKS :

22. Providing and constructing rockfill casing to canal embankment withgraded stones and spalls from approved quarry including cost of all materials, machinery, labour, spreading stones and spalls in layers,hand packing, wedging, finishing surface to required slopes etc.,complete with initial lead upto 50 m and all lifts. cum 374.00

23. Providing and constructing rockfill casing to canal embankment withgraded stones and spalls available in dump yard including cost of allmaterials, machinery, labour, spreading stones and spalls in layers, handpacking, wedging, finishing surface to required slopes etc., completewith initial lead upto 50 m and all lifts. cum 282.00

Note: Stones / spalls in dump yard will be issued at specified issued rate.

CANAL LINING WORKS :

24. Providing cohesive non-swelling ( CNS ) soil lining to canals usingsoil from approved borrow area including spreading soil in layers ofthickness not more than 150 mm, breaking clods, watering, compactingto density control of not less than 95 percent or as stipulated,dressing to required profile etc., complete with initial lead upto 1 kmand all lifts. cum 207.00

25. Providing cohesive non-swelling ( CNS ) soil lining to canals usingsoil collected in heaps along the edge of canal requiring CNS soil lining



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as part of the disposal of excavated soil from canal excavation in CNSsoil reach including spreading in layers of thickness not more than150 mm, breaking clods, watering, compacting to density control of notless than 95 percent or as stipulated, dressing to required profile etc.,complete with lead upto upto 50 m and all lifts. cum 125.00

26.a. Providing and fixing 150 x 150 x 450 mm size top surface neatlydressed canal bed level stone including cost of all materials, labour,excavation, fixing in position to correct level etc., complete with leadupto 50 m and all lifts. Each 57.00

26.b. Providing and fixing 200 x 200 x 750 mm size top surface neatlydressed canal bed level stone including cost of all materials, labour,excavation, fixing in position to correct level etc., complete with leadupto 50 m and all lifts. Each 64.00

27. Providing, fabricating and placing in position reinforcement steelbars for RCC works including cleaning, straightening, cutting, bending,hooking, lapping, welding wherever required, tying with 1.25 mm dia.soft annealed steel wire, including cost of all materials, machinery,labour etc., complete with initial lead upto 50 and all lifts. kg 64.00

28.a. Providing and laying insitu vibrated M-15 ( 28 days cube compressivestrength not less than 15 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded coarse aggregates forside lining of canal including finishing the junction of bed and sides torequired curveture, cost of all materials, machinery, labour, formworkincluding supports, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto50 m and all lifts. ( Cement content: 270 kg / cum with use of superplasticiser ) cum 5450.00

28.b. Providing and laying insitu vibrated M-20 ( 28 days cube compressivestrength not less than 20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded coarse aggregates forside lining of canal including finishing the junction of bed and sides torequired curveture, cost of all materials, machinery, labour, formworkincluding supports, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto50 m and all lifts. ( Cement content: 330 kg / cum with use of superplasticiser ) cum 6023.00



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29. Providing and laying insitu vibrated M-15 ( 28 days cube compressivestrength not less than 15 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded coarse aggregates forbed lining of canal including cost of all materials, machinery, labour,formwork including supports, cleaning, batching, mixing, placing inposition, levelling, vibrating, finishing, curing etc., complete with initiallead 50 m and all lifts. ( Cement content: 240 kg / cum with use ofsuper plasticiser ) cum 4384.00




33. Providing and fixing 50 mm dia perforated GI pressure relief pipes125 mm long with one end closed with perforated GI plate and other endprovided with alluminium lid hinged to pipe including cost of all materials,labour, drilling 8 mm dia holes etc., complete with all leads and lifts. Each 109.00



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38. Drilling 32 mm dia pressure relief hole below pressure relief pipefor bed / side lining of canal laid on rock including cost of all materials,machinery, labour etc., complete with all leads and lifts. Each 231.00

39. Providing and forming 350x 350 x 400 mm deep filter drain consistingof 75 mm thick 10 mm down coarse aggregate around pressurerelief pipe and 75 mm thick sand around coarse aggregate filterincluding cost of all materials, labour, excavation of pit etc., complete with lead upto 50 m and all lifts. Each 71.00

40.a Providing and fixing 25 to 40 mm thick Shahabad / Talikota / othersimilar stone slabs with pointing and finishing joints neatly in CM 1:3proportion for canal / field channel lining including cost of all materials,labour, cutting slabs to required size, mixing mortar, packing and finishingjoints, curing etc., complete with lead upto 50 m and all lifts. sqm 326.00

40.b Fixing 25 to 40 mm thick Shahabad / Talikota / other similar stoneslabs with pointing and finishing joints neatly in CM 1:3 proportion forcanal / field channel lining including cost of all materials, labour, cuttingslabs to required size, mixing mortar, packing and finishing joints, curingetc., complete with lead upto 50 m and all lifts. sqm 69.00



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41. Providing and fixing 75 to 100 mm thick burnt stone slabs in CM 1:4proportion with pointing and finishing joints neatly in CM 1:3 proportionfor canal / field channel lining including cutting slabs to required size,mixing cement mortar, packing mortar into joints, curing etc., completewith initial lead upto 50 m and all lifts. sqm 405.00

42. Fixing PCC slabs of various sizes in CM 1 : 3 proportion to the sideslopes of canal including preparing bed, flush pointing joints in CM 1 : 3proportion, cost of all materials ( excluding PCC slabs ), labour, finishing,curing etc., complete with initial lead upto 50 m and all lifts. sqm 68.00

43. Fixing PCC lug slabs of various sizes in CM 1 : 3 proportion forsupporting PCC slab lining including necessary excavation, refilling,flush pointing joints in CM 1 : 3 propn, cost of all materials ( excludingPCC lug slabs ), labour, finishing, curing etc., complete with initial leadupto 50 m and all lifts. Rm 36.00

44. Fixing 300 mm height pre-cast drops for field channels as directedincluding excavation, etc., complete with all leads and lifts. Each 128.00

45. Providing and fixing LDPE sheet for bed and sides of canal includingcost of all materials, labour, laying, joining etc., complete with allleads and lifts.

a. Using 500 micron thick LDPE sheet. sqm 138.00 b. Using 750 micron thick LDPE sheet. sqm 194.00 c. Using 1000 micron thick LDPE sheet. sqm 232.00Note: If the surface on which the LDPE sheet is to be laid is too rough and

undulating provide 75 mm thick sand backing to LDPE sheet.For providing 75 mm thick unscreened sand backing add sqm 120.00

46. Providing and fixing 20 mm thick 100 mm depth tarfelt expansionjoint filler boards for cement concrete lining of canal including cost ofall materials, labour etc., complete with all leads and lifts. Rm 75.00

47. Providing and fixing 20 mm thick 150 mm depth tarfelt expansionjoint filler boards for cement concrete lining of canal including cost ofall materials, labour etc., complete with all leads and lifts. Rm 110.00

48. Manufacturing 550 x 550 x 55 mm size PCC lining slabs in M-15grade ( 28 days cube compressive strength not less than 15 N / sq mm )cement concrete using 20 mm down graded coarse aggregate including



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cost of all materials, machinery, labour, batching, mixing, laying,compacting, formwork, finishing, curing etc., complete with initial leadupto 50 m and all lifts. ( Cement content : 270 kg / cum with use ofsuper plasticiser ) Each 92.00

49. Manufacturing 550 x 300 x 55 mm size PCC lug slabs in M-15 grade( 28 days cube compressive strength not less than 15 N / sq mm )cement concrete using 20 mm down graded coarse aggregate includingcost of all materials, machinery, labour, batching, mixing, laying,compacting, formwork, finishing, curing etc., complete with initial leadupto 50 m and all lifts. ( Cement content : 270 kg / cum with use ofsuper plasticiser ) Each 61.00

50. Manufacturing 450 x 300 x 30 mm size PCC lining slabs in M-15grade ( 28 days cube compressive strength not less than 15 N / sq mm )cement concrete using 10 mm down graded coarse aggregate includingcost of all materials, machinery, labour, batching, mixing, laying,compacting, formwork, finishing, curing etc., complete with initial leadupto 50 m and all lifts. ( Cement content : 360 kg / cum with use ofsuper plasticiser ) Each 35.00

51. Manufacturing 450 x 150 x 30 mm size PCC lug slabs in M-15grade ( 28 days cube compressive strength not less than 15 N / sq mm )cement concrete using 10 mm down graded coarse aggregate includingcost of all materials, machinery, labour, batching, mixing, laying,compacting, formwork, finishing, curing etc., complete with initial leadupto 50 m and all lifts. ( cement content : 360 kg / cum with use ofsuper plasticiser ) Each 24.00

52. Manufacturing 400 x 400 x 30 mm size PCC lining slabs in M-15grade ( 28 days cube compressive strength not less than 15 N / sq mm )cement concrete using 10 mm down graded coarse aggregate includingcost of all materials, machinery, labour, batching, mixing, laying,compacting, formwork, finishing, curing etc., complete with initial leadupto 50 m and all lifts. ( cement content : 360 kg / cum with use ofsuper plasticiser ) Each 28.00

53. Manufacturing 400 x 150 x 30 mm size PCC lug slabs in M-15grade ( 28 days cube compressive strength not less than 15 N / sq mm )cement concrete using 10 mm down graded coarse aggregate includingcost of all materials, machinery, labour, formwork, batching, mixing,



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laying, compacting, finishing, curing etc., complete with initial lead upto50 m and all lifts. ( cement content : 360 kg / cum with use of superplasticiser ) Each 23.00

MASONRY AND PITCHING WORKS :

54. Providing and constructing uncoursed rubble stone masonry inCM 1: 5 proportion for canal side lining using stones and chips fromapproved quarry including cost of all materials, labour, machinery,forming weep holes at specified interval, finishing, curing etc., completewith initial lead upto 50 m and all lifts. cum 2260.00

55. Providing and laying uncoursed rubble stone masonry in CM 1: 5proportion for canal side lining using stones and chips from canalexcavation including cost of all materials, labour, machinery, formingweep holes at specified interval, finishing, curing etc.,complete with initiallead upto 50 m and all lifts. cum 2215.00

Note: Stones and chips from dump area will be issued at specified issue rate.

56. Providing and constructing 250mm thick dry rubble stone pitching withpin headers at 2 per sqm including cost of all materials, labour, handpacking, finishing etc., complete with initial lead upto 50 m and all lifts. sqm 131.00

Note: If 150 mm thick murum bed is to be provided below pitching add sqm 31.00





59. Providing and constructing 300 mm thick rubble stone pitching set inCM 1: 5 proportion with pin headers at 2 per sqm in including cost ofall materials, labour, packing chips and mortar, finishing, curing etc.,complete with initial lead upto 50 m and all lifts. sqm 556.00


60. Providing and constructing 300 mm thick dry size stone pitching using200 to 250 mm size stones with pin headers at 2 per sqm including cost



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of all materials, labour, hand packing, finishing etc., complete with initiallead upto 50 m and all lifts. sqm 207.00


61. Providing and constructing 450 mm thick dry size stone pitching using250 to 300 mm size stones with pin headers at 2 per sqm including costof all materials, labour, hand packing, finishing etc., complete with initiallead upto 50 m and all lifts. sqm 238.00


62. Providing and constructing 300 mm thick size stone pitching using200 to 250 mm size stones with pin headers at 2 per sqm set in CM 1 : 5proportion with pointing joints in CM 1 : 3 proportion including cost of allmaterials, labour, packing stone chips and mortar, finishing, curing etc., complete with initial lead upto 50 m and all lifts. sqm 589.00


63. Providing and constructing 450 mm thick size stone pitching using250 to 300 mm size stones with pin headers at 2 per sqm set in CM 1 : 5proportion with pointing joints in CM 1 : 3 proportion including cost of allmaterials, labour, packing stone chips and mortar, finishing, curing etc., complete with initial lead upto 50 m and all lifts. sqm 769.00


64. Providing 100 mm thick approved type grass turfing to the side slopesof canal icluding cost of all materials, labour, watering for minimum15 days etc., complete with lead upto 1 km and all lifts. sqm 100.00

Note: Additional lead charges for every 1 km or part there-off beyond initial lead sqm 0.90



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CONTENTS PAGES







CANAL CROSS DRAINAGE WORKSSCHEDULE OF RATES

72

1. All notes under General Notes on Schedule of Rates and Notes on Lead, Lift, Loadingand un-loading Charges are applicable to Canal Cross Drainage Works also to theextent they are relevant.



4. The basic rates for concrete items include cleaning the top surface of previouslift and providing cement mortar layer before placing the concrete for next lift. Theproportion of cement mortar shall be same as that of mortar portion in concrete.

5. Cement content specified for cement concrete works in the item description is basedon theoritical design mix computations and is exclusive of wastage and requirementfor any incidentals. The actual cement content may vary based on trial mix studies.A suitable Clause shall be included in tender for regulating payment for any upwordor downword variation in cement content.

6. The quantities of materials including wastage, requirements for any incidentals etc.,for working out additional lead charges shall be as per the statement of requirementof materials under this section.

7. The basic rates are exclusive of cost of site clearance and river / nala diversion workssuch as coffer dams, bunds, diversion channels etc. Separate item rate or lump-sumprovisions, wherever required, may be included in the estimate for these works.

CANAL CROSS DRAINAGE WORKS

NOTES ON SCHEDULE OF RATESCANAL CROSS DRAINAGE WORKS

74


Steel Cement Sand / FA CAkg kg cum cum

5 25 mm dia. anchor rod Each 9.740 0.51 --- ---6 Providing & fixing reinforcement steel kg 1.025 --- --- ---7 Foundation well cutting edge tonne 1025.000 --- --- ---8 M-15 ( 40 mm CA ) for foundation filling cum --- 245.40 0.410 0.9209 M-15 ( 80 mm CA ) for foundation filling cum --- 215.15 0.356 1.000

10 M-20 ( 40 mm CA ) for foundation filling cum --- 275.70 0.410 0.91811 M-20 ( 40 mm CA ) for sub-structure cum --- 308.00 0.407 0.91512 M-20 ( 20 mm CA ) for sub-structure cum --- 338.30 0.459 0.81513 M-15 ( 20 mm CA ) for sub-structure cum --- 277.70 0.459 0.81514 M-20 ( 20 mm CA ) for well kerb cum --- 333.30 0.459 0.81515 M-20 ( 40 mm CA ) for well steining cum --- 305.00 0.407 0.91516 M-15 ( 20 mm CA ) for well bottom plug cum --- 353.50 0.459 0.81517 M-15 ( 40 mm CA ) for well top plug cum --- 242.40 0.408 0.920

18.a M-20 (20 mm CA) for bored pile 900 mm Rm --- 246.70 0.295 0.52318.b M-20 (20 mm CA) for bored pile 1000 mm Rm --- 304.50 0.364 0.64618.c M-20 (20 mm CA) for bored pile 1100 mm Rm --- 368.50 0.440 0.78118.d M-20 (20 mm CA) for bored pile 1200 mm Rm --- 438.50 0.524 0.93018.e M-20 (20 mm CA) for bored pile 1300 mm Rm --- 514.60 0.615 1.09118.f M-20 (20 mm CA) for bored pile 1400 mm Rm --- 597.00 0.713 1.26518.g M-20 (20 mm CA) for bored pile 1500 mm Rm --- 685.00 0.819 1.45319 M-20 ( 20 mm CA ) for well cap cum --- 338.30 0.459 0.815

20.a M-15 ( 80 mm CA ) for piers cum --- 217.10 0.356 1.00020.b M-15 ( 80 mm CA ) for abutments cum --- 217.10 0.356 1.00021.a M-20 ( 80 mm CA ) for piers cum --- 308.00 0.407 0.91521.b M-20 ( 80 mm CA ) for abutments cum --- 308.00 0.407 0.91522 M-20 ( 40 mm CA ) for cantilever walls cum --- 308.00 0.407 0.915

Stone Cement Sand / FA CAcum kg cum cum

23.a M-15 ( 40 mm CA & plums ) for piers cum 0.215 216.10 0.346 0.78023.b M-15 ( 40 mm CA & plums ) for abutment cum 0.215 216.10 0.346 0.78024 M-15 ( 40 mm CA ) for cast in-situ pipes cum --- 247.40 0.408 0.92025 M-15 ( 80 mm CA ) for cast in-situ pipes cum --- 217.10 0.355 1.00026 M-20 ( 20 mm CA ) for deck slab / kerb cum --- 338.30 0.459 0.81527 M-25 ( 20 mm CA ) for deck slab / kerb cum --- 388.80 0.500 0.764

28.a M-20 ( 20 mm CA ) for columns cum --- 338.30 0.459 0.81528.b M-20 ( 20 mm CA ) for beams cum --- 338.30 0.459 0.815


QUANTITY OF MATERIALS FOR ADDITIONAL LEAD CHARGESCANAL CROSS DRAINAGE WORKS


75



29 M-20 ( 20 mm CA ) for wearing coat cum --- 338.30 0.459 0.81530.a M-20 ( 20 mm CA ) for ground level trough cum --- 338.30 0.459 0.81530.b M-20 ( 20 mm CA ) for aqueduct trough cum --- 338.30 0.459 0.81532 Filling foundation well with sand cum --- --- 1.050 ---33 Dry UCR masonry cum 1.150 --- --- ---34 UCR masonry in CM 1:4 for sub-structure cum 1.150 144.50 0.410 ---35 UCR masonry in CM 1:4 super structure cum 1.150 144.50 0.410 ---36 Dry coursed rubble / size stone masonry cum 1.100 --- --- ---37 CR 2nd sort masonry in CM 1:4 propn cum 1.100 134.40 0.355 ---38 CR 1st sort masonry in CM 1:4 propn cum 1.100 134.40 0.355 ---39 Pointing masonry in CM 1:2 propn sqm --- 3.88 0.006 ---40 Pointing masonry in CM 1:3 propn sqm --- 2.98 0.007 ---41 12 mm th. Plastering in CM 1:3 propn sqm --- 6.14 0.013 ---42 12 mm th. Plastering in CM 1:4 propn sqm --- 4.80 0.013 ---43 20 mm th. Plastering in CM 1:3 propn sqm --- 10.20 0.022 ---44 20 mm th. Plastering in CM 1:4 propn sqm --- 8.00 0.023 ---

BS Slab Cement Sand / FA CAcum kg cum cum

45.a Roughly dressed BS slab coping in CM sqm 0.105 7.50 0.002 ---45.b One line dressed BS slab coping in CM sqm 0.105 7.50 0.002 ---45.c Two line dressed BS slab coping in CM sqm 0.105 7.50 0.002 ---

Steel Cement Sand / FA CAkg kg cum cum

46 M-15 CC coping ( 20 mm down CA ) cum --- 277.70 0.459 0.81547 Railing Rm 1.56 3.50 0.003 0.006


48.a Jointing hume pipe 300 mm dia Joint --- 10.10 0.010 ---48.b Jointing hume pipe 450 mm dia Joint --- 17.50 0.022 ---48.c Jointing hume pipe 600 mm dia Joint --- 24.80 0.026 ---48.d Jointing hume pipe 700 mm dia Joint --- 32.50 0.032 ---48.e Jointing hume pipe 800 mm dia Joint --- 40.00 0.040 ---48.f Jointing hume pipe 900 mm dia Joint --- 45.00 0.046 ---48.g Jointing hume pipe 1000 mm dia Joint --- 50.00 0.051 ---48.h Jointing hume pipe 1100 mm dia Joint --- 57.60 0.061 ---48.I Jointing hume pipe 1200 mm dia Joint --- 67.70 0.071 ---




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Stone Soil Sand / FA CAcum cum cum cum

49 Rubble and sand filling for foundation cum 1.020 --- 0.40850 CNS soil filling around pipes cum --- 1.20 --- ---51 CNS soil filling above pipes cum --- 1.20 --- ---


52 Providing & fixing km stone in M-10 CC Each 0.100 24.00 0.040 0.09053 Providing & fixing hm stone in M-10 CC Each 0.010 24.00 0.040 0.09054 Dry stone pitching 300 mm thick sqm 0.350 --- --- ---56 Rubble / boulder filling behind abutment cum 1.020 --- --- ---

Notes:


2. The quantity of cement for cement concrete items includes requirement of cement forany incidental works such as mortar layer at lift joints, repair of honey-combs etc.

3. The quantities of materials are inclusive of wastage as under:Cement 1.00 percent.Sand / Fine aggregate 2.00 percent.Coarse aggregate 2.00 percent.Stones / Stone chips 2.00 percent.Steel ( Reinforcement & Structural ) 2.50 percent.




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Earth Sand CA Stone

8 M-15 ( 40 mm CA ) for foundation filling cum --- 42.30 99.35 ---9 M-15 ( 80 mm CA ) for foundation filling cum --- 36.75 108.00 ---

10 M-20 ( 40 mm CA ) for foundation filling cum --- 42.30 99.15 ---11 M-20 ( 40 mm CA ) for sub-structure cum --- 42.00 98.80 ---12 M-20 ( 20 mm CA ) for sub-structure cum --- 47.35 88.00 ---13 M-15 ( 20 mm CA ) for sub-structure cum --- 47.35 88.00 ---14 M-20 ( 20 mm CA ) for well kerb cum --- 47.35 88.00 ---15 M-20 ( 40 mm CA ) for well steining cum --- 42.00 98.80 ---16 M-15 ( 20 mm CA ) for well bottom plug cum --- 47.35 88.00 ---17 M-15 ( 40 mm CA ) for well top plug cum --- 42.10 99.35 ---

18.a M-20 (20 mm CA) for bored pile 900 mm Rm --- 30.45 56.50 ---18.b M-20 (20 mm CA) for bored pile 1000 mm Rm --- 37.55 69.75 ---18.c M-20 (20 mm CA) for bored pile 1100 mm Rm --- 45.40 84.35 ---18.d M-20 (20 mm CA) for bored pile 1200 mm Rm --- 54.10 100.45 ---18.e M-20 (20 mm CA) for bored pile 1300 mm Rm --- 63.45 117.85 ---18.f M-20 (20 mm CA) for bored pile 1400 mm Rm --- 73.60 136.60 ---18.g M-20 (20 mm CA) for bored pile 1500 mm Rm --- 84.50 156.90 ---19 M-20 ( 20 mm CA ) for well cap cum --- 47.35 88.00 ---

20.a M-15 ( 80 mm CA ) for piers cum --- 36.75 108.00 ---20.b M-15 ( 80 mm CA ) for abutments --- 36.75 108.00 ---21.a M-20 ( 80 mm CA ) for piers cum --- 42.00 98.80 ---21.b M-20 ( 80 mm CA ) for abutments cum --- 42.00 98.80 ---22 M-20 ( 40 mm CA ) for cantilever walls cum --- 42.00 98.80 ---

23.a M-15 ( 40 mm CA & plums ) for piers cum --- 35.70 84.25 23.2023.b M-15 ( 40 mm CA & plums ) for abutment cum --- 35.70 84.25 23.2024 M-15 ( 40 mm CA ) for cast in-situ pipes cum --- 42.10 99.35 ---25 M-15 ( 80 mm CA ) for cast in-situ pipes cum --- 36.65 108.00 ---26 M-20 ( 20 mm CA ) for deck slab / kerb cum --- 47.35 88.00 ---27 M-25 ( 20 mm CA ) for deck slab / kerb cum --- 51.60 82.50 ---

28.a M-20 ( 20 mm CA ) for columns cum --- 47.35 88.00 ---28.b M-20 ( 20 mm CA ) for beams --- 47.35 88.00 ---29 M-20 ( 20 mm CA ) for wearing coat cum --- 47.35 88.00 ---

30.a M-20 ( 20 mm CA ) for ground level trough cum --- 47.35 88.00 ---30.b M-20 ( 20 mm CA ) for aqueduct trough cum --- 47.35 88.00 ---32 Filling foundation well with sand cum --- 108.35 --- ---33 Dry UCR masonry cum --- --- --- 181.45


AMOUNT OF ROYALTY CHARGES INCLUDED IN ITEM RATESCANAL CROSS DRAINAGE WORKS


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Earth Sand CA Stone

34 UCR masonry in CM 1:4 for sub-structure cum --- 42.30 --- 181.4535 UCR masonry in CM 1:4 super structure cum --- 42.30 --- 181.4536 Dry coursed rubble / size stone masonry cum --- --- --- 173.6037 CR 2nd sort masonry in CM 1:4 propn cum --- 36.65 --- 173.6038 CR 1st sort masonry in CM 1:4 propn cum --- 36.65 ---39 Pointing masonry in CM 1:2 sqm --- 0.60 --- ---40 Pointing masonry in CM 1:3 sqm --- 0.70 --- ---41 12 mm th. Plastering in CM 1:3 sqm --- 1.35 --- ---42 12 mm th. Plastering in CM 1:4 sqm --- 1.35 --- ---43 20 mm th. Plastering in CM 1:3 sqm --- 2.25 --- ---44 20 mm th. Plastering in CM 1:4 sqm --- 2.35 --- ---

45.a 10 cm th. BS slab coping in CM 1:6 sqm --- 0.20 --- 16.5545.b 10 cm th. BS slab coping in CM 1:6 sqm --- 0.20 --- 16.5545.c 10 cm th. BS slab coping in CM 1:6 sqm --- 0.20 --- 16.5546 M-15 CC coping ( 20 mm down CA ) cum --- 47.35 88.00 ---47 Railing Rm --- 0.30 0.65 ---

48.a Jointing hume pipe 300 mm dia Joint --- 1.05 --- ---48.b Jointing hume pipe 450 mm dia Joint --- 2.25 --- ---48.c Jointing hume pipe 600 mm dia Joint --- 2.70 --- ---48.d Jointing hume pipe 700 mm dia Joint --- 3.30 --- ---48.e Jointing hume pipe 800 mm dia Joint --- 4.15 --- ---48.f Jointing hume pipe 900 mm dia Joint --- 4.75 --- ---48.g Jointing hume pipe 1000 mm dia Joint --- 5.25 --- ---48.h Jointing hume pipe 1100 mm dia Joint --- 6.30 --- ---48.i Jointing hume pipe 1200 mm dia Joint --- 7.35 --- ---49 Rubble and sand filling cum --- 42.10 --- 110.1550 CNS soil filling around pipes cum 30.00 --- --- ---51 CNS soil filling above pipes cum 30.00 --- --- ---52 Providing & fixing km stone in M-10 CC Each --- 4.15 9.70 15.8053 Providing & fixing hm stone in M-10 CC Each --- 4.15 9.70 1.6054 Dry stone pitching 300 mm thick sqm --- --- --- 37.8056 Rubble / boulder filling behind abutment cum --- --- --- 110.15

Notes:





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EXCAVATION & FOUNDATION TREATMENT WORKS :

1. Excavation in all kinds of soil including boulders upto 0.6 m diameter( 0.113 cum ) for foundations of canal cross drainage and other appurtenant structures and placing excavated stuff neatly in specifieddump area or disposing off the same as directed etc., complete withinitial lead upto 50 m and initial lift upto 1.5 m. cum 133.00

2. Excavation in soft rock without blasting including boulders upto 0.6 mdia. ( 0.113 cum ) for foundations of canal cross drainage and otherappurtenant structures and placing the excavated stuff neatly in specifieddump area or disposing off the same as directed etc., complete withinitial lead upto 50 m and initial lift upto 1.5 m. cum 175.00

3. Excavation in soft rock requiring blasting including boulders upto 0.6 mdia. ( 0.113 cum ) for foundations of canal cross drainage and otherappurtenant structures and placing the excavated stuff neatly in specifieddump area or disposing off the same as directed etc., complete withinitial lead upto 50 m and initial lift upto 1.5 m. cum 224.00

4.a. Excavation in hard rock of all toughness by blasting including boulders above 0.6 m dia. ( 0.113 cum ) for foundations of canal cross drainageand other appurtenant structures deploying jack hammer for dilling holesand placing the excavated rock neatly in specified dump area or stack yard as directed etc., complete with initial lead upto 50 m and initiallift upto 1.5 m. cum 441.00

4.b. Excavation in hard rock of all toughness including boulders above 0.6 m dia. ( 0.113 cum ) by approved controlled blasting methods including control of vibration by use of delay detonators and control offly-rock by muffling for foundations of canal cross drainage and otherappurtenant structures etc., using only jack hammers for drilling andminimising damage to rock beyond excavation line by adopting any oneor combination of line drilling / pre-splitting / smooth blasting techniquesand placing the excavated rock neatly in approved dump area as directedetc., complete with initial lead upto 50 m and initial lift upto 1.5 m. cum 612.00


CANAL CROSS DRAINAGE WORKSSCHEDULE OF RATES


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5. Providing and fixing 25 mm dia 2.50 m long cold twisted deformedsteel anchor rods with 1.25 m length driven into 38 mm dia hole drilledin bed rock and remaining length embedded in concrete / masonry including cost of all materials, machinery, labour, drilling and cleaninghole, driving anchor rod, grouting hole with thick cement slurry etc.,complete with initial lead upto 50 m and all lifts. Each 867.00

STEEL AND CEMENT CONCRETE WORKS :

6. Providing, fabricating and placing in position reinforcement steel barsfor RCC works including cleaning, straightening, cutting, bending,hooking, lapping, welding wherever required, tying with 1.25 mm diasoft annealed steel wire, including cost of all materials, machinery,labour etc., complete with initial lead upto 50 and all lifts. kg 64.00

7. Providing, fabricating and fixing in position structural steel cuttingedge consisting of 100 x 100 x 10 mm angle and 250 x 12 mm platefor sinking foundation wells including cost of all materials, machinery,labour, bending, welding, providing anchors etc., complete with initiallead upto 50 m and all lifts. kg 78.00

8. Providing and laying insitu vibrated M-15 ( 28 days cube compressivestrength not less than 15 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates forfoundation filling including cost of all materials, machinery, labour,formwork, cleaning, batching, mixing, placing in position, levelling,vibrating, finishing, curing etc., complete with initial lead upto 50 m anddepth of foundation upto 6 m from surface.( Cement content: 240 kg / cum with use of super plasticiser ) cum 4481.00

Note: For every 1.5 m additional depth below 6 m from surface add cum 21.00

9. Providing and laying insitu vibrated M-15 ( 28 days cube compressivestrength not less than 15 N / sq mm ) grade cement concrete using80 mm down size approved, clean, hard, graded aggregates forfoundation filling including cost of all materials, machinery, labour,formwork, cleaning, batching, mixing, placing in position, levelling,vibrating, finishing, curing etc., complete with initial lead upto 50 m anddepth of foundation upto 6 m from surface.( Cement content: 210 kg /cum with use of super plasticiser ) cum 4137.00




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10. Providing and laying insitu vibrated M-15 ( 28 days cube compressivestrength not less than 15 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates forfoundation filling including cost of all materials, machinery, labour,formwork, cleaning, batching, mixing, placing in position, levelling,vibrating, finishing, curing etc., complete with initial lead upto 50 m anddepth of foundation upto 6 m from surface.( Cement content: 220 kg /cum with use of super plasticiser ) cum 4710.00


11. Providing and laying insitu vibrated M-15 ( 28 days cube compressivestrength not less than 15 N / sq mm ) grade cement concrete using 80 mm down size approved, clean, hard, graded aggregates forfoundation filling including cost of all materials, machinery, labour,formwork, cleaning, batching, mixing, placing in position, levelling,vibrating, finishing, curing etc., complete with initial lead upto 50 m anddepth of foundation upto 6 m from surface.( Cement content :190 kg /cum with use of super plasticiser ) cum 5484.00


12. Providing and laying insitu vibrated M-20 ( 28 days cube compressivestrength not less than 20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates forfoundation filling including cost of all materials, machinery, labour,formwork, cleaning, batching, mixing, placing in position, levelling,vibrating, finishing, curing etc., complete with initial lead upto 50 m anddepth of foundation upto 6 m from surface. (Cement content: 330 kg /cum with use of super plasticiser ) cum 5783.00


13. Providing and laying insitu vibrated M-15 ( 28 days cube compressivestrength not less than 15 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates forsub-structure works including cost of all materials, machinery, labour,formwork, scaffolding, cleaning, batching, mixing, placing in position,levelling, vibrating, finishing, curing etc., complete with initial lead upto50 m and lift upto 3 m from surface. ( Cement content : 270 kg / cumwith use of super plasticiser ) cum 5375.00

Note: For every 1.5 m additional lift beyond 3 m from surface add cum 42.00



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14. Providing and laying insitu vibrated M-20 ( 28 days cube compressivestrength not less than 20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for wellkerb including cost of all materials, machinery, labour, formwork,scaffolding, cleaning, batching, mixing, placing in position, levelling,vibrating, finishing, curing etc., complete with initial lead upto 50 m andall lifts. ( Cement content : 330 kg / cum with use of super plasticiser ) cum 6752.00

Note: If water is to be brought from other place add lead charges for water alsoat 500 litres per cum of concrete.

15. Providing and laying insitu vibrated M-20 ( 28 days cube compressivestrength not less than 20 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates for wellsteining including cost of all materials, machinery, labour, formwork,scaffolding, cleaning, batching, mixing, placing in position, levelling,vibrating, finishing, curing etc., complete with initial lead upto 50 m andall lifts. ( Cement content : 300 kg / cum with use of super plasticiser ) cum 5932.00


16. Providing and laying insitu M-15 ( 28 days cube compressive strengthnot less than 15 N / sq mm ) grade cement concrete using 20 mmdown size approved, clean, hard, graded aggregates for well bottomplug by tremie or skip box method including cost of all materials,machinery, labour, batching, mixing, placing in position as per detailedspecifications etc., complete with initial lead upto 50 m and all lifts. ( Cement content : 350 kg / cum with use of super plasticiser ) cum 5077.00

17. Providing and laying insitu vibrated M-15 ( 28 days cube compressivestrength not less than 15 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates for well top plug including cost of all materials, machinery, labour, cleaning,batching, mixing, placing in position, levelling, vibrating, finishing,curing etc., complete with initial lead upto 50 m and all lifts. ( Cementcontent : 240 kg / cum with use of super plasticiser ) cum 4070.00


18. Providing and constructing M-20 (28 days cube compressive strength not less than 20 N/ sqmm) grade cement concrete cast in-situ bored piles



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( excluding cost of providing and placing in position reinforcement steel)using 20 mm down size approved clean, hard, graded aggregates forfoundation including cost of all materials, machinery, labour, cleaning, batching, mixing, placing concrete in position by using tremie etc., complete with lead upto 50 m and all lifts.(Cement content :350 kg / cum with use of super plasticiser )

a. Bored pile 900 mm diameter Rm 14729.00b. Bored pile 1000 mm diameter Rm 18183.00c. Bored pile 1100 mm diameter Rm 22002.00d. Bored pile 1200 mm diameter Rm 26184.00e. Bored pile 1300 mm diameter Rm 30730.00f. Bored pile 1400 mm diameter Rm 35640.00

g. Bored pile 1500 mm diameter Rm 40913.00Note: If water is to be brought from other place add lead charges for water also

at 500 litres per cum of concrete.

19. Providing and laying insitu vibrated M-20 ( 28 days cube compressivestrength not less than 20 N / sq mm ) grade cement concrete using20 mm down size approved, clean, hard, graded ggregates for well /pile cap including cost of all materials, machinery, labour, formwork,scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m andall lifts. ( Cement content : 330 kg / cum with use of super plasticiser ) cum 5282.00


20.a Providing and laying insitu vibrated M-15 ( 28 days cube compressivestrength not less than 15 N / sq mm ) grade cement concrete using80 mm down size approved, clean, hard, graded aggregates for piersincluding cost of all materials, labour, machinery, formwork, scaffolding,cleaning, batching, mixing, placing in position, levelling, vibrating,finishing, curing etc., complete with initial lead upto 50 m and lift upto3 m from surface. ( Cement content : 210 kg /cum with use of superplasticiser ) cum 4950.00

Note: 1. For every 1.5 m additional lift beyond 3 m from surface add cum 42.002. If water is to be brought from other place add lead charges for water also at 500 litres per cum of concrete.

20.b Providing and laying insitu vibrated M-15 ( 28 days cube compressivestrength not less than 15 N / sq mm ) grade cement concrete using 80 mm down size approved, clean, hard, graded aggregates for



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abutments including cost of all materials, labour, machinery, formwork,scaffolding, cleaning, batching, mixing, placing in position, levelling,vibrating, finishing, curing etc., complete with initial lead upto 50 m andlift upto 3 m from surface. ( Cement content : 210 kg /cum with use ofsuper plasticiser ) cum 4806.00


21.a Providing and laying insitu vibrated M-20 ( 28 days cube compressivestrength not less than 20 N / sq mm ) grade cement concrete using40 mm down size approved, clean, hard, graded aggregates for piersincluding cost of all materials, labour, machinery, formwork, scaffolding,cleaning, batching, mixing, placing in position, levelling, vibrating,finishing, curing etc., complete with initial lead upto 50 m and lift upto3 m from surface. ( Cement content : 300 kg /cum with use of superplasticiser ) cum 6001.00


21.b Providing and laying insitu vibrated M-20 ( 28 days cube compressivestrength not less than 20 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates forabutments including cost of all materials, labour, machinery, formwork,scaffolding, cleaning, batching, mixing, placing in position, levelling,vibrating, finishing, curing etc., complete with initial lead upto 50 m andlift upto 3 m from surface. ( Cement content : 300 kg /cum with use ofsuper plasticiser ) cum 5833.00


22. Providing and laying insitu vibrated M-20 ( 28 days cube compressivestrength not less than 20 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates forcantiliver / counterfort retaining walls including cost of all materials,machinery, labour, formwork, scaffolding, cleaning, batching, mixing,placing in position, levelling, vibrating, finishing, curing etc., completewith initial lead upto 50 m and lift upto 3 m from surface.



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( Cement content : 300 kg / cum with use of super plasticiser ) cum 5917.00Note: 1. For every 1.5 m additional lift beyond 3 m from surface add cum 42.00

2. If water is to be brought from other place add lead charges for water also at 500 litres per cum of concrete.

23.a Providing and laying insitu vibrated M-15 ( 28 days cube compressivestrength not less than 15 N / sq mm ) grade cement concrete using40 mm down size approved, clean, hard, graded aggregates withplacing and sinking plums of size 150 to 80 mm upto 15 percent forpiers including cost of all materials, machinery, labour, formwork,scaffolding, cleaning, batching, mixing, placing in position, levelling,vibrating, finishing, curing etc., complete with initial lead upto 50 m andlift upto 3 m from surface. ( Cement content : 210 kg / cum of plumconcrete with use of super plasticiser ) cum 4852.00


23.b Providing and laying insitu vibrated M-15 ( 28 days cube compressivestrength not less than 15 N / sq mm ) grade cement concrete using40 mm down size approved, clean, hard, graded aggregates withplacing and sinking plums of size 150 to 80 mm upto 15 percent forgravity type retaining walls / abutments etc., including cost of all materials, machinery, labour, formwork, scaffolding, cleaning, batching,mixing, placing in position, levelling, vibrating, finishing, curing etc.,complete with initial lead upto 50 m and lift upto 3 m from surface.Cement content:210 kg / cum of plum CC with use of super plasticiser ) cum 4731.00


24. Providing and laying insitu vibrated M-15 ( 28 days cube compressivestrength not less than 15 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates for castin-situ pipes including cost of all materials, machinery, labour, cleaning,formwork, scaffolding, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m andall lifts. ( Cement content : 240 kg / cum with use of super plasticiser ) cum 4848.00




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25. Providing and laying insitu vibrated M-15 ( 28 days cube compressivestrength not less than 15 N / sq mm ) grade cement concrete using80 mm down size approved, clean, hard, graded aggregates for castin-situ pipes including cost of all materials, labour, machinery, formwork, scaffolding, cleaning, batching, mixing, placing in position,levelling, vibrating, finishing, curing etc., complete with initial lead upto50 m and all lifts. ( Cement content : 210 kg / cum with use of superplasticiser ) cum 4468.00


26. Providing and laying insitu vibrated M-20 ( 28 days cube compressivestrength not less than 20 N / sq mm ) grade cement concrete using20 mm down size approved, clean, hard, graded aggregates for deckslab and kerb including cost of all materials, machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position,levelling, vibrating, finishing, curing etc., complete with initial lead upto50 m and all lifts. ( Cement content : 330 kg / cum with use of superplasticiser ) cum 7662.00


27. Providing and laying insitu vibrated M-25 ( 28 days cube compressivestrength not less than 25 N / sq mm ) grade cement concrete using20 mm down size approved, clean, hard, graded aggregates for deckslab and kerb including cost of all materials, machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position,levelling, vibrating, finishing, curing etc., complete with initial lead upto50 m and all lifts. ( Cement content : 380 kg / cum with use of superplasticiser ) cum 8066.00


28.a Providing and laying insitu vibrated M-20 ( 28 days cube compressivestrength not less than 20 N / sq mm ) grade cement concrete using20 mm down size approved, clean, hard, graded aggregates forcolumns including cost of all materials, labour, machinery, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling,



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vibrating, finishing, curing etc., complete with initial lead upto 50 m andall lifts. ( Cement content : 330 kg / cum with use of super plasticiser ) cum 7517.00


28.b Providing and laying insitu vibrated M-20 ( 28 days cube compressivestrength not less than 20 N / sq mm ) grade cement concrete using20 mm down size approved, clean, hard, graded aggregates forbeams and slabs including cost of all materials, labour, machinery, formwork, scaffolding, cleaning, batching, mixing, placing in position,levelling, vibrating, finishing, curing etc., complete with initial lead upto50 m and all lifts. ( Cement content : 330 kg / cum with use of superplasticiser ) cum 7831.00


29. Providing and laying insitu M- 20 ( 28 days cube compressive strengthnot less than 20 N / sq mm ) grade cement concrete using 20 mmdown size approved, clean, hard, graded aggregates for wearing coatincluding cost of all materials, machinery, labour, formwork, cleaning,batching, mixing, placing in position in alternate panels, levelling,compacting, finishing, curing, packing joints with asphalt mortar etc.,complete with initial lead upto 50 m and all lifts. ( Cement content :330 kg / cum with use of super plasticiser ) cum 5077.00


30.a Providing and laying insitu vibrated M-20 ( 28 days cube compressivestrength not less than 20 N / sq mm ) grade cement concrete using20 mm down size approved, clean, hard, graded aggregates for RCC troughs resting on ground including cost of all materials, machinery,labour, formwork, scaffolding, cleaning, batching, mixing, placing inposition, levelling, vibrating, finishing, curing etc., complete with initiallead upto 50 m and all lifts. ( Cement content : 330 kg / cum with use cum 6545.00of super plasticiser ).




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30.b Providing and laying insitu vibrated M-20 ( 28 days cube compressivestrength not less than 20 N / sq mm ) grade cement concrete using20 mm down size approved, clean, hard, graded aggregates for RCC trough for aqueducts including cost of all materials, machinery, labour,formwork, scaffolding, cleaning, batching, mixing, placing in position,levelling, vibrating, finishing, curing etc., complete with initial lead upto50 m and scaffolding height upto 4.5 m from surface. ( Cement content : 330 kg / cum with use of super plasticiser ) cum 7719.00

Note: 1. For every 1.5 m increase in height of scaffolding beyond 4.5 m from surface add cum 297.002. For every 1.5 m additional lift beyond 3 m from surface add cum 42.003. If water is to be brought from other place add lead charges for water also at 500 litres per cum of concrete.

FOUNDATION WELL SINKING WORKS :

31. Sinking 4.50 m diameter RCC wells vertically for foundation of piersand abutments in all kinds of soil and soft rock by kent-ledge or otherapproved method as directed including cost of all materials, machinery,labour, disposal of excavated material etc., complete with lead upto50 m for disposal of excavated material.Upto 3 m depth from surface Rm 13194.00Beyond 3 m upto 6 m from surface Rm 18471.00Beyond 6 m upto 9 m from surface Rm 23748.00Beyond 9 m upto 12 m from surface Rm 29025.00Beyond 12 m upto 15 m from surface Rm 34302.00Beyond 15 m upto 18 m from surface Rm 39581.00Beyond 18 m upto 21 m from surface Rm 44858.00Beyond 21 m upto 24 m from surface Rm 50135.00Beyond 24 m upto 27 m from surface Rm 55412.00Beyond 27 m upto 30 m from surface Rm 60690.00

Note: For every 0.25 m increase in dia.of well increase basic rate by 12 percent.

32. Filling foundation wells with sand in layers of 250 to 300 mm andcompacting by watering, ramming as directed including cost of allmaterials, machinery, labour etc., complete with initial lead upto 50 mand all lifts. cum 1643.00

MASONRY WORKS :

33. Provoding and constructing dry un-coursed rubble stone masonry with



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approved stones for protective walls and other similar works includingcost of all materials, machinery, labour, scaffolding, cleaning, wedgingstone chips etc., complete with initial lead upto 50 m and lift upto 3 m. cum 791.00


34. Providing and constructing un-coursed rubble stone masonry withapproved stones in cement mortar 1 : 4 proportion for sub-structureportions of return walls/ abutments etc., including cost of all materials,machinery, labour, scaffolding, cleaning, packing cement mortar,wedging stone chips, curing etc., complete with initial lead upto 50 mand depth of foundation upto 6 m from surface. cum 2564.00


35. Providing and constructing un-coursed rubble stone masonry withapproved stones in cement mortar 1 : 4 proportion for super-structureportions of return walls / abutments including cost of all materials,machinery, labour, scaffolding, cleaning, packing cement mortar,wedging stone chips, curing etc., complete with initial lead upto 50 mand lift upto 3 m from surface. cum 2665.00


36. Provoding and constructing dry coursed rubble / size stone masonrywith approved stones for protective walls and other similar worksincluding cost of all materials, machinery, labour, scaffolding, cleaning,wedging stone chips etc., complete with initial lead upto 50 m and liftupto 3 m. cum 872.00


37. Providing and constructing coursed rubble masonry second sort incement mortar 1 : 4 proportion with stones from approved sourceincluding cost of all materials, machinery, labour, scaffolding, ramps,cleaning, packing mortar, wedging stone chips, finishing, curing etc.,complete with initial lead upto 50 m and lift upto 3 m from surface. cum 2775.00


38. Providing and constructing coursed rubble stone masonry first sortin cement mortar 1 : 4 proportion with stones from approved sourceincluding cost of all materials, labour, machinery, scaffolding, ramps,cleaning, packing mortar, wedging stone chips, finishing, curing etc.,complete with initial lead upto 50 m and lift upto 3 m from surface. cum 2865.00




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39. Providing cement mortar pointing to coursed rubble face stone masonryin CM 1 : 2 proportion by volume including raking and cleaning jointsfor 50 mm depth, pressing cement mortar into joints, cost of allmaterials, labour, scaffolding, finishing, curing etc., complete withinitial lead upto 50 m and all lifts. sqm 99.00

40. Providing cement mortar pointing to coursed rubble face stone masonryin CM 1 : 3 proportion by volume including raking and cleaning jointsfor 50 mm depth, pressing cement mortar into joints, cost of allmaterials, labour, scaffolding, finishing, curing etc., complete withinitial lead upto 50 m and all lifts. sqm 94.00

41. Providing 12 mm thick plastering in cement mortar 1 : 3 proportion byvolume including cost of all materials, machinery, labour, scaffolding,cleaning joints, smooth finishing, curing etc., complete with initial leadupto 50 m and all lifts. sqm 156.00


43. Providing 20 mm thick plastering in two layers in cement mortar 1 : 3proportion by volume including cost of all materials, machinery, labour,scaffolding, cleaning joints, smooth finishing, curing etc., complete withinitial lead upto 50 m and all lifts. sqm 227.00


COPING & RAILING WORKS :

45.a. Providing and fixing 100 mm thick roughly dressed burnt stone slabs for coping set in cement mortar 1 : 6 proportion by volume withpointing to joints in cement mortar 1 : 3 proportion by volume including cost of all materials, machinery, labour, finishing, curing, etc., completewith initial lead upto 50 m and all lifts. sqm 537.00

45.b. Providing and fixing 100 mm thick one line dressed burnt stone slabfor coping set in cement mortar 1 : 6 proportion by volume with pointing



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to joints in cement mortar 1 : 3 proportion by volume including cost ofall materials, machinery, labour, finishing, curing etc., complete withinitial lead upto 50 m and all lifts. sqm 626.00

45.c. Providing and fixing 100 mm thick two line dressed burnt stone slabsfor coping set in cement mortar 1 : 6 proportion by volume withpointing to joints in cement mortar 1 : 3 proportion by volume includingcost of all materials, machinery, labour, finishing, curing etc., completewith initial lead upto 50 m and all lifts. sqm 745.00

46. Providing and laying insitu M-15 ( 28 days cube compressive strengthnot less than 15 N / sq mm ) grade cement concrete using 20 mmdown size approved clean, hard, graded aggregates for coping slabincluding cost of all materials, machinery, labour, formwork, cleaningsurface, batching, mixing, placing in position, levelling, compacting, finishing, curing etc., complete with initial lead upto 50 m and initiallift upto 1.5 m. ( Cement content : 270 kg / cum with super plasticiser ) cum 6179.00

47. Providing and constructing protective railing consisting of cast in-siturailing posts of size 150 x 150 mm at bottom, 100 x 100 mm at top and750 mm height at 2 m centre to centre in M-20 grade concrete using20 mm down size graded aggregates and with each post reinforced by4 Nos. of 8 mm dia main bars embedded in kerb concrete for a depth of400 mm and 5 Nos. of 6 mm dia. stirrups including fixing 3 rows of40 mm dia. GI pipes with one coat of red oxide primer and two coats ofsynthetic enamel paint, cost of all materials, machinery, labour, ormwork,finishing, curing etc., complete with lead upto 50 m and all lifts. Rm 1130.00

HUME PIPE LAYING & JOINTING WORKS :

48.a. Laying and jointing 300 mm dia. NP- 2 class or IRC standard humepipes in cement mortar 1 : 2 proportion by volume including cost of allmaterials ( excluding pipes and collars ), machinery, labour, aligning,packing joints with hemp, finishing, curing etc., complete with initiallead upto 50 m and all lifts. Joint 271.00

48.b. Laying and jointing 450 mm dia. NP- 2 class or IRC standard humepipes in cement mortar 1 : 2 proportion by volume including cost of allmaterials ( excluding pipes and collars ), machinery, labour, aligning,packing joints with hemp, finishing, curing etc., complete with initiallead upto 50 m and all lifts. Joint 343.00



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48.c. Laying and jointing 600 mm dia. NP- 2 class or IRC standard humepipes in cement mortar 1 : 2 proportion by volume including cost of allmaterials ( excluding pipes and collars ), machinery, labour, aligning,packing joints with hemp, finishing, curing etc., complete with initiallead upto 50 m and all lifts. Joint 452.00

48.d. Laying and jointing 700 mm dia. NP- 2 class or IRC standard humepipes in cement mortar 1 : 2 proportion by volume including cost of allmaterials ( excluding pipes and collars ), machinery, labour, aligning,packing joints with hemp, finishing, curing etc., complete with initiallead upto 50 m and all lifts. Joint 517.00

48.e. Laying and jointing 800 mm dia. NP- 2 class or IRC standard humepipes in cement mortar 1 : 2 proportion by volume including cost of allmaterials ( excluding pipes and collars ), machinery, labour, aligning,packing joints with hemp, finishing, curing etc., complete with initiallead upto 50 m and all lifts. Joint 631.00

48.f. Laying and jointing 900 mm dia. NP- 2 class or IRC standard humepipes in cement mortar 1 : 2 proportion by volume including cost of allmaterials ( excluding pipes and collars ), machinery, labour, aligning,packing joints with hemp, finishing, curing etc., complete with initiallead upto 50 m and all lifts. Joint 677.00

48.g. Laying and jointing 1000 mm dia. NP- 2 class or IRC standard humepipes in cement mortar 1 : 2 proportion by volume including cost of allmaterials ( excluding pipes and collars ), machinery, labour, aligning,packing joints with hemp, finishing, curing etc., complete with initiallead upto 50 m and all lifts. Joint 752.00

48.h. Laying and jointing 1100 mm dia. NP- 2 class or IRC standard humepipes in cement mortar 1 : 2 proportion by volume including cost of allmaterials ( excluding pipes and collars ), machinery, labour, aligning,packing joints with hemp, finishing, curing etc., complete with initiallead upto 50 m and all lifts. Joint 823.00

48.i. Laying and jointing 1200 mm dia. NP- 2 class or IRC standard humepipes in cement mortar 1 : 2 proportion by volume including cost of allmaterials ( excluding pipes and collars ), machinery, labour, aligning,packing joints with hemp, finishing, curing etc., complete with initiallead upto 50 m and all lifts. Joint 971.00



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BACK FILLING & OTHER WORKS :

49. Providing rubble / boulder and sand filling behind abutment and return walls in layers including cost of all materials, machinery, labour, watering, ramming etc., complete with initial lead upto 50 m and initiallift upto 1.5 m. cum 1049.00

50. Providing and filling murrum / gravely soil ( CNS soil ) for foundationor around pipes including cost of all materials, machinery, labour,breakingclods, spreading in layers of 100 to 150 mm, watering, compaction by earth masters to achieve density control of not less than 90 percentetc., complete with lead upto 50 m and all lifts. cum 334.00

51. Providing and filling murum / gravely soil ( CNS soil ) for foundationor above pipes including cost of all materials, machinery, labour, breakingclods, spreading in layers of 100 to 150 mm, watering, compaction bypower roller to achieve density control of not less than 95 percentetc., complete with lead upto 50 m and all lifts. cum 203.00

52. Providing and fixing one line dressed 1110 x 350 x 250 mm thick IRCstandard kilometre stone in cement concrete M-10 grade with 40 mmdown size aggregates including excavating pit of size 750 x 450 x 400mm and embedding the stone by 300 mm in concrete, providing 2 coatssynthetic enamel paint of approved quality and colour to exposedsurfaces and lettering as directed, cost of all materials, labour, finishing,curing etc., complete with initial lead upto 50 m and all lifts. Each 1225.00

53. Providing and fixing one line dressed 650 x 150 x 100 mm thick IRCstandard hectometre stone in cement concrete M-10 grade with 40mm down size aggregates including excavating pit of size 500 x 450 x400 mm, embedding the stone by 300 mm in concrete, providing 2 coats synthetic enamel paint of approved quality and colour to exposedsurfaces and lettering as directed, cost of all materials, labour,

finishing, curing etc., complete with initial lead upto 50 m and all lifts. Each 852.00

54. Providing and constructing 300 mm thick dry rubble stone pitchingwith pin headers at 2 per sqm including cost of all materials, labour, handpacking, finishing etc., complete with initial lead upto 50 m and all lifts. sqm 168.00

55. Constructing 300 mm thick dry rubble stone pitching with pin headersat 2 per sqm using available stones and chips including cost of labour,



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hand packing, finishing etc., complete with initial lead upto 50 m andall lifts. sqm 42.00

56. Providing rubble stone / boulder filling behind abutment / belowapron including cost of all materials, labour, hand packing, finishing topsurface etc., complete with initial lead upto 50 m and all lifts. cum 376.00

57. Available rubble stone / boulder filling behind abutment / belowapron including cost of labour, hand packing, finishing top surface etc.,complete with initial lead upto 50 m and all lifts. cum 104.00



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CONTENTS PAGES







LIFT IRRIGATION WORKSSCHEDULE OF RATES

96

1. All notes under General Notes on Schedule of Rates and Notes on Lead, Lift, Loadingand un-loading Charges are applicable to Lift Irrigation Works also to the extent theyare relevant.



4. The basic rates for concrete items include cleaning the top surface of previouslift and providing cement mortar layer before placing the concrete for next lift. Theproportion of cement mortar shall be same as that of mortar portion in concrete.

5. Cement content specified for cement concrete works in the item description is basedon theoritical design mix computations and is exclusive of wastage and requirementfor any incidentals. The actual cement content may vary based on trial mix studies.A suitable Clause shall be included in tender for regulating payment for any upwordor downword variation in cement content.

6. The quantities of materials including wastage, requirements for any incidentals etc.,for working out additional lead charges shall be as per the statement of requirementof materials under this section.

7. The basic rates are exclusive of cost of site clearance and river / nala diversion workssuch as coffer dams, bunds, diversion channels etc. Separate item rate or lump-sumprovisions, wherever required, may be included in the estimate for these works.

LIFT IRRIGATION WORKS

NOTES ON SCHEDULE OF RATESLIFT IRRIGATION WORKS

98


Steel Cement Sand / FA CA / Stonekg kg cum cum

6 25 mm dia. anchor rod Each 9.740 0.51 --- ---7 Providing & fixing reinforcement steel kg 1.025 --- --- ---8 M-15 ( 40 mm CA ) for foundation filling cum --- 245.40 0.410 0.920

9.a M-20 ( 40 mm CA ) for well steining cum --- 305.00 0.407 0.9159.b M-20 ( 20 mm CA ) for well steining cum --- 338.30 0.459 0.81510 M-20 ( 20 mm CA ) for columns cum --- 338.30 0.459 0.81511 M-20 ( 20 mm CA ) for beams / slabs cum --- 338.30 0.459 0.81512 UCR masonry in CM 1:4 cum --- 144.50 0.410 1.03013 Size stone masonry in CM 1:4 cum --- 134.40 0.355 1.03014 Cement mortar pointing in CM 1:3 sqm --- 3.00 0.006 ---15 12 mm thick plastering in CM 1:3 sqm --- 6.10 0.013 ---16 20 mm thick plastering in CM 1:3 sqm --- 10.20 0.021 ---17 25 mm thick guniting in CM 1:3 sqm --- 17.10 0.031 ---

Pipe Cement Sand / FA CA / Stonekg kg cum cum

18.a Supplying 400 mm P2 class spun pipe Rm 180.00 --- --- ---18.b Supplying 450 mm P2 class spun pipe Rm 200.00 --- --- ---18.c Supplying 500 mm P2 class spun pipe Rm 230.00 --- --- ---18.d Supplying 600 mm P2 class spun pipe Rm 290.00 --- --- ---18.e Supplying 700 mm P2 class spun pipe Rm 350.00 --- --- ---18.f Supplying 800 mm P2 class spun pipe Rm 400.00 --- --- ---18.g Supplying 900 mm P2 class spun pipe Rm 460.00 --- --- ---18.h Supplying 1000 mm P2 class spun pipe Rm 520.00 --- --- ---18.i Supplying 1100 mm P2 class spun pipe Rm 580.00 --- --- ---18.j Supplying 1200 mm P2 class spun pipe Rm 650.00 --- --- ---19.a Supplying 400 mm P3 class spun pipe Rm 180.00 --- --- ---19.b Supplying 450 mm P3 class spun pipe Rm 200.00 --- --- ---19.c Supplying 500 mm P3 class spun pipe Rm 230.00 --- --- ---19.d Supplying 600 mm P3 class spun pipe Rm 290.00 --- --- ---19.e Supplying 700 mm P3 class spun pipe Rm 350.00 --- --- ---19.f Supplying 800 mm P3 class spun pipe Rm 400.00 --- --- ---19.g Supplying 900 mm P3 class spun pipe Rm 460.00 --- --- ---19.h Supplying 1000 mm P3 class spun pipe Rm 520.00 --- --- ---19.i Supplying 1100 mm P3 class spun pipe Rm 580.00 --- --- ---19.j Supplying 1200 mm P3 class spun pipe Rm 650.00 --- --- ---


QUANTITY OF MATERIALS FOR ADDITIONAL LEAD CHARGESLIFT IRRIGATION WORKS


99



20.a Supplying 400 mm 8 ksc PSC pipe Rm 200.00 --- --- ---20.b Supplying 450 mm 8 ksc PSC pipe Rm 230.00 --- --- ---20.c Supplying 500 mm 8 ksc PSC pipe Rm 260.00 --- --- ---20.d Supplying 600 mm 8 ksc PSC pipe Rm 300.00 --- --- ---20.e Supplying 700 mm 8 ksc PSC pipe Rm 360.00 --- --- ---20.f Supplying 800 mm 8 ksc PSC pipe Rm 420.00 --- --- ---20.g Supplying 900 mm 8 ksc PSC pipe Rm 480.00 --- --- ---20.h Supplying 1000 mm 8 ksc PSC pipe Rm 540.00 --- --- ---20.i Supplying 1100 mm 8 ksc PSC pipe Rm 600.00 --- --- ---20.j Supplying 1200 mm 8 ksc PSC pipe Rm 660.00 --- --- ---21.a Supplying 400 mm 12 ksc PSC pipe Rm 200.00 --- --- ---21.b Supplying 450 mm 12 ksc PSC pipe Rm 230.00 --- --- ---21.c Supplying 500 mm 12 ksc PSC pipe Rm 260.00 --- --- ---21.d Supplying 600 mm 12 ksc PSC pipe Rm 300.00 --- --- ---21.e Supplying 700 mm 12 ksc PSC pipe Rm 360.00 --- --- ---21.f Supplying 800 mm 12 ksc PSC pipe Rm 420.00 --- --- ---21.g Supplying 900 mm 12 ksc PSC pipe Rm 480.00 --- --- ---21.h Supplying 1000 mm12 ksc PSC pipe Rm 540.00 --- --- ---21.i Supplying 1100 mm 12 ksc PSC pipe Rm 600.00 --- --- ---21.j Supplying 1200 mm 12 ksc PSC pipe Rm 660.00 --- --- ---22.a Supplying 400 mm 18 ksc PSC pipe Rm 200.00 --- --- ---22.b Supplying 450 mm 18 ksc PSC pipe Rm 230.00 --- --- ---22.c Supplying 500 mm 18 ksc PSC pipe Rm 260.00 --- --- ---22.d Supplying 600 mm 18 ksc PSC pipe Rm 300.00 --- --- ---22.e Supplying 700 mm 18 ksc PSC pipe Rm 360.00 --- --- ---22.f Supplying 800 mm 18 ksc PSC pipe Rm 420.00 --- --- ---22.g Supplying 900 mm 18 ksc PSC pipe Rm 480.00 --- --- ---22.h Supplying 1000 mm 18 ksc PSC pipe Rm 540.00 --- --- ---22.i Supplying 1100 mm 18 ksc PSC pipe Rm 600.00 --- --- ---22.j Supplying 1200 mm 18 ksc PSC pipe Rm 660.00 --- --- ---23.a Supplying 400 mm K-9 Ductile iron pipe Rm 100.00 --- --- ---23.b Supplying 450 mm K-9 Ductile iron pipe Rm 117.00 --- --- ---23.c Supplying 500 mm K-9 Ductile iron pipe Rm 133.00 --- --- ---23.d Supplying 600 mm K-9 Ductile iron pipe Rm 175.00 --- --- ---23.e Supplying 700 mm K-9 Ductile iron pipe Rm 215.00 --- --- ---23.f Supplying 800 mm K-9 Ductile iron pipe Rm 265.00 --- --- ---23.g Supplying 900 mm K-9 Ductile iron pipe Rm 320.00 --- --- ---


QUANTITY OF MATERIALS FOR ADDITIONAL LEAD CHARGES ( Contd )


100



23.h Supplying 1000 mm K-9 Ductile iron pipe Rm 378.00 --- --- ---23.i Supplying 1100 mm K-9 Ductile iron pipe Rm 440.00 --- --- ---23.j Supplying 1200 mm K-9 Ductile iron pipe Rm 508.00 --- --- ---33 Acid resistant tiling / dadooing in CM 1:3 sqm --- 9.30 0.020 ---34 Chain link mesh fencing Rm 88.00 6.00 0.012 0.02435 Granolithic flooring in CC 1:1:2 sqm --- 21.40 0.014 0.029

Steel Cement Sand / FA Paving Stonekg kg cum cum

38.a 60 mm th Cobble stone paving sqm --- --- 0.051 0.06138.b 75 mm th Cobble stone paving sqm --- --- 0.051 0.077

Steel Cement Sand / FA C A / Stonekg kg cum cum

39 Barbed wire fencing Rm 4.420 4.70 0.010 0.019

G I sheet Cement Sand / FA Brick/Blockkg kg cum cum

40 cum --- 95.00 0.250 1.00041 cum --- 55.00 0.150 1.00042 sqm 11.500 --- --- ---43 sqm 11.500 --- --- ---

Notes:


2. The quantity of cement for cement concrete items includes requirement of cement forany incidental works such as mortar layer at lift joints, repair of honey-combs etc.



QUANTITY OF MATERIALS FOR ADDITIONAL LEAD CHARGES ( Contd )


101


Earth Sand CA Stone

8 M-15 ( 40 mm CA ) for foundation filling cum --- 42.30 99.35 ---9.a M-20 ( 40 mm CA ) for well steining cum --- 42.00 98.80 ---9.b M-20 ( 20 mm CA ) for well steining cum --- 47.35 88.00 ---10 M-20 ( 20 mm CA ) for columns cum --- 47.35 88.00 ---11 M-20 ( 20 mm CA ) for beams / slabs cum --- 47.35 88.00 ---12 UCR masonry in CM 1:4 cum --- 42.30 162.55 162.5513 Size stone masonry in CM 1:4 cum --- 36.65 162.55 162.5514 Cement mortar pointing in CM 1:3 sqm --- 0.60 --- ---15 12 mm thick plastering in CM 1:3 sqm --- 1.35 --- ---16 20 mm thick plastering in CM 1:3 sqm --- 2.15 --- ---17 25 mm thick guniting in CM 1:3 sqm --- 3.20 --- ---33 Acid resistant tiling / dadooing in CM 1:3 sqm --- 2.05 --- ---34 Chain link mesh fencing Rm --- 1.25 2.60 ---35 Granolithic flooring in CC 1:1:2 sqm --- 1.45 3.15 ---

38.a 60 mm th Cobble stone paving sqm --- 5.25 --- ---38.b 75 mm th Cobble stone paving sqm --- 5.25 --- ---39 Barbed wire fencing Rm --- 1.05 2.05 ---40 Burnt brick masonry in CM 1 : 4 cum --- 25.80 --- ---41 CC solid block masonry in CM 1 : 4 cum --- 15.50 --- ---

Notes:



AMOUNT OF ROYALTY CHARGES INCLUDED IN ITEM RATESLIFT IRRIGATION WORKS


102



EXCAVATION & FOUNDATION TREATMENT WORKS :

1. Excavation in all kinds of soil including boulders upto 0.6 m diameter( 0.113 cum ) and placing excavated stuff neatly in specified dump areaor disposing off the same as directed etc., complete with lead upto50 m and initial lift upto 1.50 m.

a. for approach channel, foundation of jack well and other appurtenantstructures. cum 128.00

b. for pipe line trench, anchor block, thrust block, saddles and othersimilar structures. cum 162.00

Note: For every 1.5 m additional lift beyond 1.50 m from surface add cum 15.00

2. Excavation in soft rock without blasting including boulders upto 0.6 mdiameter ( 0.113 cum ) and placing excavated stuff neatly in specifieddump area or disposing off the same as directed etc., complete withlead upto 50 m and initial lift upto 1.5 m.




3. Excavation in soft rock requiring blasting including boulders upto 0.6 mdiameter ( 0.113 cum ) and placing excavated stuff neatly in specifieddump area or disposing off the same as directed etc., complete withlead upto 50 m and initial lift upto 1.5 m.




4. Excavation in hard rock of all toughness including boulders above 0.60 m dia. ( 0.113 cum ) and placing the excavated rock neatly inspecified dump area or stack yard as directed etc., complete with lead upto 50 m and initial lift upto 1.5 m.


LIFT IRRIGATION WORKSSCHEDULE OF RATES


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a. for approach channel, foundation of jack well and other appurtenantstructures by blasting blast holes drilled by using jack hammers. cum 450.00

b. for pipe line trench, anchor block, thrust block, saddles and othersimilar structures by chiselling, wedging, light blasting blast holes drilledby using jack hammers to the extent necessary as per site conditions. cum 719.00


5. Excavation in hard rock of all toughness including boulders above 0.6 m dia. ( 0.113 cum ) by approved controlled blasting methods including control of vibration by use of delay detonators and control offly-rock by muffling for foundations of jack well, pipe line trenchesand other appurtenant structures etc., using only jack hammers fordrilling and minimising damage to rock beyond excavation line byadopting any one or combination of line drilling / pre-splitting / smoothblasting techniques and placing the excavated rock neatly in approveddump area as directed etc., complete with initial lead upto 50 m andinitial lift upto 1.5 m. cum 619.00


6. Providing and fixing 25 mm dia 2.50 m long cold twisted deformedsteel anchor rods with 1.25 m length driven into 38 mm dia hole drilledin bed rock and remaining length embedded in concrete / masonry including cost of all materials, machinery, labour, drilling and cleaninghole, driving anchor rod, grouting hole with thick cement slurry etc.,complete with initial lead upto 50 m and all lifts. Each 871.00

CONCRETE & MASONRY WORKS :

7. Providing, fabricating and placing in position reinforcement steel barsfor RCC works including cleaning, straightening, cutting, bending,hooking, lapping, welding wherever required, tying with 1.25 mm diasoft annealed steel wire, including cost of all materials, machinery,labour etc., complete with initial lead upto 50 and all lifts. kg 64.00

8. Providing and laying insitu vibrated M-15 ( 28 days cube compressivestrength not less than 15 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates forfoundation filling / bed concreting including cost of all materials,machinery, labour, formwork, cleaning bed, batching, mixing, placing inposition, levelling, vibrating / tamping, finishing, curing etc., complete withlead upto 50 m and depth of concrete placement upto 6 m from



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surface. ( Cement content : 240 kg / cum with use of super plasticiser ) cum 4457.00Note: For every 1.5 m additional depth below 6 m from surface add cum 22.00

9.a Providing and laying insitu vibrated M-20 ( 28 days cube compressivestrength not less than 20 N / sq mm ) grade cement concrete using40 mm down size approved, clean, hard, graded aggregates forintake structure / jack well steining including cost of all materials,machinery, labour, formwork, scaffolding, cleaning, batching, mixing,placing in position, levelling, vibrating, finishing, curing etc., complete withlead upto 50 m and lift upto 3 m from surface. ( Cement content :300 kg / cum with use of plasticiser ) cum 6308.00


9.b Providing and laying insitu vibrated M-20 ( 28 days cube compressivestrength not less than 20 N / sq mm ) grade cement concrete using20 mm down size approved, clean, hard, graded aggregates forintake structure / jack well steining including cost of all materials,machinery, labour, formwork, scaffolding, cleaning, batching, mixing,placing in position, levelling, vibrating, finishing, curing etc., complete withlead upto 50 m and lift upto 3 m from surface. ( Cement content :330 kg / cum with use of plasticiser ) cum 7767.00


10. Providing and laying insitu vibrated M-20 ( 28 days cube compressivestrength not less than 20 N / sq mm ) grade cement concrete using20 mm down size approved, clean, hard, graded aggregates for anchorblocks / columns / pedastals / thrust blocks and similar structures including cost of all materials, machinery, labour, formwork, scaffoldingcleaning, batching, mixing, placing in position, levelling, vibrating,finishing, curing etc., complete with initial lead upto 50 m and lift upto3 m from surface. ( Cement content : 330 kg / cum with use of superplasticiser ) cum 7572.00


11. Providing and laying insitu vibrated M-20 ( 28 days cube compressivestrength not less than 20 N / sq mm ) grade cement concrete using20 mm down size approved, clean, hard, graded aggregates forbeams / slabs / lintels / chajjas etc., including cost of all materials,labour, machinert, formwork, scaffolding, cleaning, batching, mixing,placing in position, levelling, vibrating, finishing, curing etc., complete with



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lead upto 50 m and lift upto 3 m from surface. ( Cement content :330 kg / cum with use of plasticiser ) cum 9163.00


12. Providing and constructing un-coursed rubble stone masonry withapproved stones in cement mortar 1 : 4 proportion for retaining wall /ground level reservoir etc., including cost of all materials, machinery,labour, scaffolding, cleaning, packing cement mortar, wedging stonechips, curing etc., complete with initial lead upto 50 m and lift upto3 m from surface. cum 2546.00


13. Providing and constructing size stone masonry in C.M 1 : 4 proportionfor retaining walls / ground level reservoir etc., using stones fromapproved source with pin headers including cost of all materials, labour,machinery, scaffolding, ramps, cleaning, packing mortar, wedging stonechips, finishing, curing etc., complete with initial lead upto 50 m andlift upto 3 m from surface. cum 2657.00


14. Providing cement mortar pointing to rubble stone / size stone masonryin CM 1 : 3 proportion by volume including raking and cleaning jointsfor 50 mm depth, pressing cement mortar into joints, cost of allmaterials, labour, scaffolding, finishing, curing etc., complete withinitial lead upto 50 m and all lifts. sqm 97.00



17. Providing 25 mm thick guniting to rock or masonry surface in C.M 1 : 3proportion by weight including cost of all materials, machinery, labour,raking-out and cleaning joints, scaffolding wherever required and all otherancillary operations etc., complete with lead upto 50 m and all lifts. sqm 461.00



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SUPPLY & LAYING OF PIPES :

18. Supplying P-2 class R.C.C spun pipes ( safe for 6 kg / sqcm testpressure ) at pipe factory / sale depot, including cost of all materials,machinery, labour, taxes, duties, levies, royalty etc., as applicable.

a. 400 mm dia P-2 class R.C.C spun pipes Rm 785.00b. 450 mm dia P-2 class R.C.C spun pipes Rm 935.00c. 500 mm dia P-2 class R.C.C spun pipes Rm 1035.00d. 600 mm dia P-2 class R.C.C spun pipes Rm 1300.00e. 700 mm dia P-2 class R.C.C spun pipes Rm 1580.00f. 800 mm dia P-2 class R.C.C spun pipes Rm 2100.00

g. 900 mm dia P-2 class R.C.C spun pipes Rm 2380.00h. 1000 mm dia P-2 class R.C.C spun pipes Rm 2850.00i. 1100 mm dia P-2 class R.C.C spun pipes Rm 3100.00j. 1200 mm dia P-2 class R.C.C spun pipes Rm 3350.00

19. Supplying P-3 class R.C.C spun pipes ( safe for 6 kg / sqcm testpressure ) at pipe factory / sale depot, including cost of all materials,machinery, labour, taxes, duties, levies, royalty etc., as applicable.

a. 400 mm dia P-3 class R.C.C spun pipes Rm 1250.00b. 450 mm dia P-3 class R.C.C spun pipes Rm 1450.00c. 500 mm dia P-3 class R.C.C spun pipes Rm 1680.00d. 600 mm dia P-3 class R.C.C spun pipes Rm 2350.00e. 700 mm dia P-3 class R.C.C spun pipes Rm 2850.00f. 800 mm dia P-3 class R.C.C spun pipes Rm 3780.00

g. 900 mm dia P-3 class R.C.C spun pipes Rm 4500.00h. 1000 mm dia P-3 class R.C.C spun pipes Rm 5250.00i. 1100 mm dia P-3 class R.C.C spun pipes Rm 5950.00j. 1200 mm dia P-3 class R.C.C spun pipes Rm 7230.00

20. Supplying Pre-stressed concrete pipes ( safe for 8 kg / sqcm testpressure ) at pipe factory / sale depot including cost of all materials,machinery, labour, taxes, duties, levies, royalty etc., as applicable.

a. 400 mm dia P.S.C pipes ( 8 kg / sqcm test pressure class ) Rm 2650.00b. 450 mm dia P.S.C pipes ( 8 kg / sqcm test pressure class ) Rm 2750.00c. 500 mm dia P.S.C pipes ( 8 kg / sqcm test pressure class ) Rm 3250.00d. 600 mm dia P.S.C pipes ( 8 kg / sqcm test pressure class ) Rm 3500.00e. 700 mm dia P.S.C pipes ( 8 kg / sqcm test pressure class ) Rm 4150.00f. 800 mm dia P.S.C pipes ( 8 kg / sqcm test pressure class ) Rm 4750.00

g. 900 mm dia P.S.C pipes ( 8 kg / sqcm test pressure class ) Rm 5200.00h. 1000 mm dia P.S.C pipes ( 8 kg / sqcm test pressure class ) Rm 6150.00



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i. 1100 mm dia P.S.C pipes ( 8 kg / sqcm test pressure class ) Rm 6850.00j. 1200 mm dia P.S.C pipes ( 8 kg / sqcm test pressure class ) Rm 7625.00



g. 900 mm dia P.S.C pipes ( 12 kg / sqcm test pressure class ) Rm 5500.00h. 1000 mm dia P.S.C pipes ( 12 kg / sqcm test pressure class ) Rm 6520.00i. 1100 mm dia P.S.C pipes ( 12 kg / sqcm test pressure class ) Rm 7250.00j. 1200 mm dia P.S.C pipes ( 12 kg / sqcm test pressure class ) Rm 8150.00



g. 900 mm dia P.S.C pipes ( 18 kg / sqcm test pressure class ) Rm 6100.00h. 1000 mm dia P.S.C pipes ( 18 kg / sqcm test pressure class ) Rm 7100.00i. 1100 mm dia P.S.C pipes ( 18 kg / sqcm test pressure class ) Rm 8100.00j. 1200 mm dia P.S.C pipes ( 18 kg / sqcm test pressure class ) Rm 9000.00

23. Supplying Ductile iron pipes K-9 class ( safe for 30 kg / sqcm testpressure ) at pipe factory / sale depot including cost of all materials, machinery, labour, taxes, duties, levies etc., as applicable.

a. 400 mm dia ductile iron pipes Rm 5620.00b. 450 mm dia ductile iron pipes Rm 6650.00c. 500 mm dia ductile iron pipes Rm 7900.00d. 600 mm dia ductile iron pipes Rm 10100.00e. 700 mm dia ductile iron pipes Rm 11000.00f. 800 mm dia ductile iron pipes Rm 14850.00



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g. 900 mm dia ductile iron pipes Rm 17300.00h. 1000 mm dia ductile iron pipes Rm 20950.00i. 1100 mm dia ductile iron pipes Rm 23900.00j. 1200 mm dia ductile iron pipes Rm 25650.00

24. Cutting pipe to required length using suitable cutting tools wherever required and finishing the cut face neatly including cost of all materials, machinery, labour etc., complete.

a. 400 mm dia pipes Each 144.00b. 450 mm dia pipes Each 162.00c. 500 mm dia pipes Each 180.00d. 600 mm dia pipes Each 216.00e. 700 mm dia pipes Each 252.00f. 800 mm dia pipes Each 288.00

g. 900 mm dia pipes Each 323.00h. 1000 mm dia pipes Each 359.00i. 1100 mm dia pipes Each 395.00j. 1200 mm dia pipes Each 431.00

25. Conveying and laying P-2 / P-3 class R.C.C spun pipes true to lineand level with perfect linking at joint including loading, unloading, rolling /lifting and lowering into trench, cleaning socket and spigot ends with soap solution, applying soft soap to socket and spigot ends, insertingrubber sealing ring into correct position, jointing pipes perfectly by jackingor other approved method, giving necessary hydraulic test at thespecified test pressure, cost of all jointing and water pressure testingmaterials, machinery, labour etc., complete with lead upto 1 km andall lifts.

a. 400 mm dia P-2 / P-3 class R.C.C spun pipes Rm 189.00b. 450 mm dia P-2 / P-3 class R.C.C spun pipes Rm 209.00c. 500 mm dia P-2 / P-3 class R.C.C spun pipes Rm 245.00d. 600 mm dia P-2 / P-3 class R.C.C spun pipes Rm 285.00e. 700 mm dia P-2 / P-3 class R.C.C spun pipes Rm 335.00f. 800 mm dia P-2 / P-3 class R.C.C spun pipes Rm 397.00

g. 900 mm dia P-2 / P-3 class R.C.C spun pipes Rm 491.00h. 1000 mm dia P-2 / P-3 class R.C.C spun pipes Rm 550.00i. 1100 mm dia P-2 / P-3 class R.C.C spun pipes Rm 638.00j. 1200 mm dia P-2 / P-3 class R.C.C spun pipes Rm 730.00

26. Conveying and laying pre-stressed concrete pipes of all class true



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to line and level with perfect linking at joint including loading, unloading,rolling / lifting and lowering into trench, cleaning socket and spigot endswith soap solution, applying soft soap to socket and spigot ends of pipes,inserting rubber sealing ring into correct position, jointing pipes in perfectcondition by jacking or other approved method, giving necessary hydraulictest to specified test pressure cost of all jointing and water pressuretesting materials, machinery, labour etc., complete with lead upto 1 kmand all lifts.

a. 400 mm dia Pre-stressed concrete pipes Rm 201.00b. 450 mm dia Pre-stressed concrete pipes Rm 225.00c. 500 mm dia Pre-stressed concrete pipes Rm 263.00d. 600 mm dia Pre-stressed concrete pipes Rm 301.00e. 700 mm dia Pre-stressed concrete pipes Rm 356.00f. 800 mm dia Pre-stressed concrete pipes Rm 425.00

g. 900 mm dia Pre-stressed concrete pipes Rm 534.00h. 1000 mm dia Pre-stressed concrete pipes Rm 605.00i. 1100 mm dia Pre-stressed concrete pipes Rm 745.00j. 1200 mm dia Pre-stressed concrete pipes Rm 896.00

27. Conveying and laying ductile iron pipes true to line and level withperfect linking at joint including loading, unloading, rolling / lifting andlowering into trench, cleaning socket and spigot ends with soap solution,applying soft soap to socket and spigot ends of pipes, inserting rubbersealing ring into correct position, jointing pipes in perfect condition byjacking or other approved method, giving necessary hydraulic test tospecified test pressure, cost of all jointing and water pressure testingmaterials, machinery, labour etc., complete with lead upto 1 km andall lifts.

a. 400 mm dia Ductile iron pipes Rm 142.00b. 450 mm dia Ductile iron pipes Rm 158.00c. 500 mm dia Ductile iron pipes Rm 183.00d. 600 mm dia Ductile iron pipes Rm 209.00e. 700 mm dia Ductile iron pipes Rm 250.00f. 800 mm dia Ductile iron pipes Rm 297.00

g. 900 mm dia Ductile iron pipes Rm 363.00h. 1000 mm dia Ductile iron pipes Rm 442.00i. 1100 mm dia Ductile iron pipes Rm 576.00j. 1200 mm dia Ductile iron pipes Rm 677.00

28. Conveying and fixing sluice valve / Check valve true to line and



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perfect linking with pipes on either side including loading, un-loading, lifting and lowering into trench, cleaning ends, inserting gaskets intocorrect position, jointing pipes and valve to form water tight joint, cost ofall jointing materials, machinery, labour etc., complete with lead upto1 km and all lifts.

a. 400 mm dia sluice valve / check valve Each 449.00b. 450 mm dia sluice valve / check valve Each 516.00c. 500 mm dia sluice valve / check valve Each 613.00d. 600 mm dia sluice valve / check valve Each 725.00e. 700 mm dia sluice valve / check valve Each 769.00f. 800 mm dia sluice valve / check valve Each 813.00

g. 900 mm dia sluice valve / check valve Each 892.00h. 1000 mm dia sluice valve / check valve Each 980.00i. 1100 mm dia sluice valve / check valve Each 1047.00j. 1200 mm dia sluice valve / check valve Each 1124.00

ERECTION OF PUMPS & OTHER WORKS:

29. Erection, testing, commissioning and trial running of centrifugalpump and motor with all accessories necessary for satisfactory running of pump including cost of all materials, machinery, labour etc., completeas per terms and conditions of contract.

a. 15 to 30 hp with all accessories Each 15350.00b. More than 30 upto 50 hp with all accessories Each 24500.00c. More than 50 upto 75 hp with all accessories Each 34950.00d. More than 75 upto 100 hp with all accessories Each 52750.00e. More than 100 upto 150 hp with all accessories Each 68000.00f. More than 150 upto 200 hp with all accessories Each 82800.00

g. More than 200 upto 250 hp with all accessories Each 111250.00h. More than 250 upto 300 hp with all accessories Each 140900.00

30. Erection, testing, commissioning and trial running of turbine pumpand motor with all accessories necessary for satisfactory running ofpump including cost of all materials, machinery, labour etc., complete asper terms and conditions of contract.

a. 15 to 30 hp with all accessories Each 23400.00b. More than 30 upto 50 hp with all accessories Each 33300.00c. More than 50 upto 75 hp with all accessories Each 52500.00d. More than 75 upto 100 hp with all accessories Each 71650.00e. More than 100 upto 150 hp with all accessories Each 88900.00f. More than 150 upto 200 hp with all accessories Each 119100.00



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g. More than 200 upto 250 hp with all accessories Each 149150.00h. More than 250 upto 300 hp with all accessories Each 185700.00i. More than 300 upto 400 hp with all accessories Each 260300.00

31. Refilling pipe line trenches with available soil obtained from excavationof trenches in layers of 150 mm thickness and compacting the same to required degree of compaction etc., complete with lead upto 50 m. cum 141.00

32. Filling behind jack well and appurtenant structures u sing rubble and soil obtained from excavation in layers including watering andcompacting each layer as directed including cost of all materials,machinery, labour etc., complete with lead uoto 50 m. cum 192.00

33. Providing and fixing acid resistant tiles of approved quality for flooring /dadooing for battery room set over a bed of 20 mm thick CM 1 : 3proportion including cost of all materials, machinery, labour, groutingjoints with acid resistant mortar mix, curing etc., complete with lead upto 50 m and all lifts. sqm 915.00

34. Providing and fixing chain link fencing consisting of 3 m long 65 x 65 x6 mm M.S angles with top 50 cm bent at 30 degree to vertical fixed at2.5 m intervals in C.C 1 : 3 : 6 proportion using 20 mm down graded coarse aggregate for 70 cm depth, fixing 50 x 50 mm opening 10 gauge G.I chain link mesh upto 1.8 m height of poles using 8 gauge stretcherwire at top and bottom and 30 x 30 x 5 mm M.S angles with bolts /nuts /washers ( 4 bolts for each pole ), fixing 3 rows of 12 x 12 gauge ( 4 barbsat 7.5 cm c/c ) G.I barbed wire for top bent portion of poles, includingcost of all materials, machinery, labour, excavation of pit, mixing andlaying concrete, curing, drilling holes in angles, cleaning angles, paintingangles with 2 coats of synthetic enamel paint over a coat of primer etc., complete with lead upto 50 m and all lifts. Rm 1224.00

35. Providing and laying 40 mm thick granolithic flooring for pump floorin C.C 1 : 1 : 2 proportion using 10 mm down size approved, clean, hard,graded coarse aggregate including cost of all materials, machinery, labour, formwork, batching, mixing, laying in alternate panels of specified size, levelling, tamping, finishing, curing etc., complete with initial lead upto 50 m and all lifts. ( Cement content : 520 kg / cum with use ofsuper plasticiser ) sqm 273.00

Note: For adding ironite compound to concrete add per sqm 42.00



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36. Providing and placing sand bags consisting of empty cement bagsfilled with 35 to 40 kg locally available sand for forming ring bundincluding plugging the joints with selected earth, cost of all labour,materials etc., complete with lead upto 50 m and lift upto 1.5 m. Each 29.00

37. Filling clayey soil between two rows of sand bags placed for formingring bund including tamping, plugging leakage points etc., complete withlead upto 50 m and lift upto 1.5 m. cum 209.00

38.a Providing and laying cobble stone paving using 60 mm thick inter-locking type cement mortar blocks of specified size, shape and colour and having high compressive strength on average 50 mm thick sand bed and compacted using plate vibrator till part of sand spread below blocksfills up the narrow joints between blocks completely including cost of all materials, machinery, labour, finishing top surface to perfect level etc, complete with lead upto 50 mupto 50 m sqm 492.00

38.b Providing and laying cobble stone paving using 75 mm thick inter-locking type cement mortar blocks of specified size, shape and colour and having high compressive strength on average 50 mm thick sand bed and compacted using plate vibrator till part of sand spread below blocksfills up the narrow joints between blocks completely including cost of all materials, machinery, labour, finishing top surface to perfect level etc, complete with lead upto 50 m sqm 594.00

39. Providing and constructing 1.20 m height barbed wire fencing consisting of 40 x 40 x 6 mm M S angle posts 1.80 m length fixed in CC 1:3:6 cement concrete using 20 mm down gradedhard, clean aggregates for 40 cm depth below ground level and end posts, last but one posts and every 15th intermediate posts strengthed by strutting on both sides by angles of same size and provided with 9 horizontal rows of 12 x 12 gauge (4 barbs at 150 mm c /c) G I barbed wire strengthed by 2 diagonal wires of same size inter-woven with horizontal wires and tied with G I staples/ turn buckles, providing 2 coats of aluminium painting over a coat of primer including cost of all materials, machinery, labour, cleaning, batching, mixing, laying, tamping, finishing, curing etc., complete with lead upto 50 m and all lifts. Rm 459.00



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40. Providing and constructing burnt brick masonry in CM 1 : 4 proportionusing bricks from approved source including cost of all materials, labour, machinery, labour, scaffolding, cleaning,packing mortar, finishing, curing etc., complete with lead upto 50 m and lift upto 1.5 m. cum 4638.00

Note : For every 1.5 m additional lift beyond 1.5 m initial lift add cum 44.00

41. Providing and constructing cement concrete solid block masonry walls in CM 1 : 4 proportion using cement concrete blocks from approved source including cost of all materials, machinery, labour, scaffolding, cleaning, packing mortar, finishing, curing etc., complete with lead upto 50 m and initial lift upto 1.5 m. cum 2870.00

Note : For every 1.5 m additional lift beyond 1.5 m initial lift add cum 44.00

42. Providing and fixing 1 mm thick Class- II ( 600 gms / sqm zinc coating both side inclusive ) corrugated G.I sheets for roofing with necessary fixtures such as 'J ' bolts with nuts, bitumin washers, G.I washers etc.,including cost of all materials, machinery, labour etc., complete with lead upto 50 m and all lifts. sqm 874.00

43. Providing and fixing 1 mm thick Class- II ( 600 gms / sqm zinc coatingboth side inclusive ) corrugated G.I sheet ridge for G I sheet roofing with necessary fixtures such as 'J ' bolts with nuts, bitumin washers, G.I washers etc., including cost of all materials, machinery, labour etc., complete with lead upto 50 m and all lifts. Rm 847.00



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CONTENTS PAGES





GATE / HOIST AND ALLIED WORKSSCHEDULE OF RATES

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1. All notes under General Notes on Schedule of Rates and Notes on Lead, Lift, Loadingand un-loading charges are applicable to Gate / Hoist and Allied Works also to theextent they are relevant.

2. All materials / bought out components for embedded parts, gates, hoists and alliedworks shall conform to relevant Indian standards / technical specifications andapproved drawings.

3. The basic rates are inclusive of preparation of designs / drawings / bill of materialsetc., as per specifications and other technical data including revisions.

4. The basic rates are inclusive of cost of all materials, machinery, labour, fabrication,erection, commissioning and testing of gates, hoists and other related componentsas per technical specifications.

5. The basic rates are inclusive of taxes, duties, levies and all other incidental chargesexcept sales tax on works contract. Separate provision shall be made in the estimatetowards Sales tax on Works contract at the rate prevailing at the time of preparationof estimate.

6. The basic rates are inclusive of rehandling at fabrication and erection sites.

7. Unless otherwise specified the basic rates are inclusive of standard finish required forall the fabricated and bought out gate and hoist components.

8. The basic rates are inclusive of preparatory works such as rectification of damages,repairing shop painting, cleaning, positioning and anchoring first stage embedments,cleaning surface for field painting etc.

9. The basic rates are exclusive of cost of river diversion arrangements, dewatering,desilting etc.

10. Unless otherwise specified , the basic rates for all items are on per tonne basis. Therate per set or per number shall be worked out on the basis of rate per tonne and thetonnage computed as per detailed designs or as per empirical formulae furnished inthe " Note " under each item.

11. Minimum dry film thickness for zinc rich epoxy primer paint and coal tar epoxy paintshall be 40 microns per coat and 100 microns per coat respectively.

GATE / HOIST AND ALLIED WORKS

NOTES ON SCHEDULE OF RATESGATE / HOIST AND ALLIED WORKS

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GATES AND HOISTS FOR DAM :

1. Design, fabrication, supply, erection and commissioning of embeddedparts consisting of sill beam, wall plates, anchors, anchor girders, yokegirders, tie flats, trunnion supports, rope and pulley supports etc., withall accessories for spillway radial gates including cost of all materials,machinery, labour, aligning, anchoring, welding, finishing, cleaning,applying one coat of zinc rich epoxy primer and four coats of cold appliedcoal tar epoxy paint etc., complete as per specifications and approveddrawings with all leads and lifts. tonne 108700.00

Note: Wt of 1 set embedded parts in tonnes = 0.0177 x ( L2 x H x h )0.673

Where ( L ) is length in m = Clear distance between piers. ( H ) is height of radial gate in m = FRL - Sill level + 0.15 m ( h ) is head of water above sill of gate in m = FRL - Sill level

2. Design, fabrication, supply, erection, testing and commissioning ofradial gate consisting of skin plate, stiffeners, horizontal girders, sectorarms, trunnion assemblies, tie beam, pulley supports, bracings, rubber seals, clamps etc., with all accessories for spillway including cost of all materials, machinery,labour,cutting, bending,aligning,anchoring, welding,finishing, cleaning, applying one coat of zinc rich epoxy primer and threecoats of cold applied coal tar epoxy paint, seal fixing etc., completeas per specifications and approved drawings with all leads and lifts. tonne 153200.00

Note: Weight of 1 spillway gate in tonnes = 0.0710 x ( L2 x H x h )0.673

Where ( L ) is length in m = Clear distance between piers. ( H ) is height of radial gate in m = FRL - Sill level + 0.15 m ( h ) is head of water above sill of gate in m = FRL - Sill level

3. Design, fabrication, supply, erection, testing and commissioning ofelectrically operated rope drum hoist of adequate capacity consistingof base frames, rope drums, connecting shaft, gear system, brakesystem, electric motor, wire ropes, gate position indicator, manualoperation arrangement etc., with all accessories for spillway radialgate including cost of all materials, machinery, labour, aligning,anchoring, welding, finishing, cleaning, greasing, providing hand railingand approach staircase with gate to hoist platform, applying two coats


GATE / HOIST AND ALLIED WORKSSCHEDULE OF RATES


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of zinc chromate red oxide primer and three coats of approved syntheticenamel paint etc., complete as per specifications and approved drawings tonne with all leads and lifts. capacity 35300.00

Note: Hoist capacity in t including 25 % reserve capacity = 1.5 x Weight of gate ( Hoist capacity shall be rounded off to next 10 tonne )Weight of hoist with all accessories : 175 kg per tonne capacity of hoist.

4. Design, fabrication, supply, erection and commissioning of 1 metre widecatwalk connecting spillway piers / abutments at trunnion platform levelincluding cost of all materials,machinery, labour,cutting, aligning, welding,anchoring, finishing, cleaning, applying one coat of zinc rich epoxy primerand two coats of cold applied coal tar epoxy paint etc., complete asper specifications and approved drawings with all leads and lifts. Rm 25800.00

Note: Weight of catwalk : 300 kg per metre length of catwalk.

5. Design, fabrication, supply, erection and commissioning of embeddedparts consisting of sill beam, slide tracks, seal seats, guide rails etc.,with all accessories for spillway stop log gate elements including costof all materials, machinery, labour, cutting, welding, aligning, anchoring,finishing, cleaning, applying one coat of zinc rich epoxy primer and fourcoats of cold applied coal tar epoxy paint etc., complete as perspecifications and approved drawings with all leads and lifts. tonne 198600.00


Where ( L ) is length = Clear distance between piers + 0.65 m. ( H ) is total height of stoplog gate in m = FRL - Sill level + 0.20 m ( h ) is head of water above sill of gate in m = FRL - Sill level

6. Design, fabrication, supply, erection, testing and commissioning ofvertical lift sliding type all interchangeable ( except bottom element )stoplog gate elements consisting of skin plate, horizontal and verticalgirders, stiffeners, lifting pins, bronze padded slide blocks, guide shoes,rubber seals, clamps,dogging sets etc.,with all accessories for spillwayincluding cost of all materials,machinery, labour,cutting,aligning, welding, finishing, cleaning, applying one coat of zinc rich epoxy primer and threecoats of cold applied coal tar epoxy paint, seal fixing etc., complete asper specifications and approved drawings with all leads and lifts. tonne 112900.00

Note: Total wt of 1 set stoplog elements in t = 0.0553 x ( L2 x H x h )0.716

Where ( L ) is length = Clear distance between piers + 0.65 m. ( H ) is total height of stoplog gate in m = FRL - Sill level + 0.20 m



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( h ) is head of water above sill of gate in m = FRL - Sill level

7. Design, fabrication, supply, erection, testing and commissioning ofautomatic lifting beam with all accessories for handling, lowering andlifting of spillway stop log gate elements including cost of all materials,machinery, labour, cutting, aligning, welding, finishing, cleaning,applying one coat of zinc rich epoxy primer and two coats of coldapplied coal tar epoxy paint etc., complete as per specifications anddrawings with all leads and lifts. tonne 125400.00

Note: Weight of lifting beam in tonnes = 0.02212 x ( L2 x H x h )0.716 / nWhere ( L ) is length = Clear distance between piers + 0.65 m. ( H ) is total height of stoplog gate in m = FRL - Sill level + 0.20 m ( h ) is head of water above sill of gate in m = FRL - Sill level ( n ) is number of gate elements in 1 set

8. Design, fabrication, supply, erection, testing and commissioning ofadequate capacity Class - II type moving gantry crane consisting of rail mounted gantry frame, top platform with hand railing, long / crosstravel arrangements, rope drums, gear systems, electric motors, electro-magnetic brake system,cabin, control panel, wire rope, ladder, motorisedcable reeling drum etc., with all accessories for operating spillwaystop log gate elements and river sluice / canal sluice emergencygates including cost of all materials, machinery, labour, cutting, bending,aligning, anchoring, welding, finishing, cleaning, applying two coats ofzinc chromate red oxide primer and three coats of approved synthetic tonneenamel paint etc., complete with all leads and lifts. capacity 195500.00

Note: Capacity of gantry crane in tonnes including 25 % reserve capacity = 2.5 x ( Weight of 1 set of stoplog gate / Number of elements ). ( Hoist capacity shall be rounded off to next 5 tonne )Weight of moving gantry crane : 1.25 tonne per tonne capacity of gantry.

9. Design, fabrication, supply, erection and commissioning of rail trackusing 45 kg / m standard rails on spillway bridge for movement of gantry crane for handling and operating spillway stoplog gate elements /river sluice / canal sluice emergency gate including cost of all materials,machinery, labour, aligning, anchoring, welding, cleaning etc., completeas per specifications and approved drawings with all leads and lifts. Rm 7400.00

Note: Weight of gantry track including fixtures : 100 to 105 kg / Rm of track.( Weight per metre includes rails with fixtures on both sides )



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10. Design, fabrication, supply, erection and commissioning of embeddedparts ( without groove liner ) consisting of sill beam, wheel tracks,seal seats, guide rails, breast wall liner ( upto one vent height plus 1 mabove the roof of vent ) etc., with all accessories for river / canal sluiceservice gate including cost of all materials, machinery, labour, aligning,anchoring, welding, finishing, cleaning, applying one coat zinc rich epoxyprimer and four coats of cold applied coal tar epoxy paint etc., completeas per specifications and approved drawings with all leads and lifts. tonne 151800.00


Weight of breast wall lining : 250 kg / sqm of breast wallWhere ( L ) is length = Clear vent opening in m + 0.70 m. ( H ) is height of gate in m = Clear vent height in m + 0.30 m ( h ) is head of water above sill of gate in m = FRL - Sill level

11. Design, fabrication, supply, erection and commissioning of embedded parts ( with groove liner upto breast wall level ) consisting of sillbeam, wheel tracks, seal seats, guide rails, breast wall liner ( upto onevent height plus 1 m above the roof of vent ) etc., with all accessories for river / canal sluice service gate including cost of all materials, machinery, labour, aligning, anchoring, welding, finishing, cleaning,applying one coat of zinc rich epoxy primer and four coats of coldapplied coal tar epoxy paint etc., complete as per specifications andapproved drawings with all leads and lifts. tonne 125300.00

Note: Wt of 1 set embedded parts in tonnes = 0.0444 x ( L2 x H x h ) 0.659

Weight of breast wall lining : 250 kg / sqm of breast wallWeight of groove liner : 200 kg / sqm of groove liningWhere ( L ) is length = Clear vent opening in m + 0.70 m. ( H ) is height of gate in m = Clear vent height in m + 0.30 m ( h ) is head of water above sill of gate in m = FRL - Sill level

12. Design, fabrication, supply, erection and commissioning of vent liner using 20 mm thick plates with stiffeners and anchors for river sluice /canal sluice vents including cost of all materials, machinery, labour, cutting, aligning, anchoring, welding, finishing, cleaning, applying onecoat of zinc rich epoxy primer and four coats of cold applied coal tarepoxy paint etc., complete with all leads and lifts. sqm 20000.00

Note: Weight of vent liner including stiffeners / anchors : 200 kg / sqm area.

13. Design, fabrication, supply, erection, testing and commissioning of fixed



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wheel type vertical lift service gate consisting of skin plate, vertical andhorizontal girders, wheels, stiffeners, lifting brackets, guide rollers,ballast blocks, teflon claded rubber seals etc., with all accessories forriver sluice /canal sluice vent including cost of all materials, machinery,labour, cutting, aligning, welding, finishing, cleaning, applying one coat ofzinc rich epoxy primer and three coats of cold applied coal tar epoxypaint, seal fixing etc., complete as per specifications and approveddrawings with all leads and lifts. tonne 105400.00

Note: Wt of 1 gate in tonnes ( including ballast ) = 0.0888 ( L2 x H x h )0.659

Where ( L ) is length = Clear vent opening in m + 0.70 m. ( H ) is height of gate in m = Clear vent height in m + 0.30 m ( h ) is head of water above sill of gate in m = FRL - Sill level

14. Design, fabrication, supply, erection, testing and commissioning ofadequate capacity rope drum hoist consisting of hoist platform, ropedrum, gear system, electric motor, electro-magnetic brake system, handoperation assembly, control panel, wire rope, pulleys, ladder etc., with allaccessories for operating river sluice / canal sluice service gateincluding cost of all materials, machinery, labour, cutting, bending,aligning, anchoring, welding, finishing, cleaning, applying one coat of zincchromate primer and three coats of approved synthetic enamel paint etc., tonnecomplete with all leads and lifts. capacity 42800.00

Note: Capacity of hoist in tonnes including 25 % reserve capacity = 2.5 x Weight of gate including ballast. ( Hoist capacity shall be rounded off to next 5 tonne )Weight of hoist with all accessories : 250 kg per tonne capacity of hoist

15. Design, fabrication, supply, erection and commissioning of embeddedparts ( without groove liners ) consisting of sill beam, wheel tracks,seal seats, guide rails, breast wall liner upto 1m height above the roof ofvent etc., with all accessories for river / canal sluice emergency gateincluding cost of all materials,machinery,labour, cutting, aligning, welding,anchoring, finishing, cleaning, applying one coat of zinc rich epoxy primerand four coats of cold applied coal tar epoxy paint etc., complete asper specifications and approved drawings with all leads and lifts. tonne 163600.00


Weight of breast wall lining : 250 kg per sqm of breast wallWhere ( L ) is length = Clear vent opening in m + 0.70 m. ( H ) is height of gate in m = Clear vent height in m + 0.30 m



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( h ) is head of water above sill of gate in m = FRL - Sill level

16. Design, fabrication, supply, erection and commissioning of embedded parts ( with groove liner ) consisting of sill beam, wheel tracks, sealseats, guide rails, breast wall liner ( upto 1 m above the roof of vent ),groove liner upto breast wall level etc., with all accessories for river /canal sluice emergency gate including cost of all materials, machinery,labour, aligning, anchoring, welding, finishing, cleaning, applying onecoat of zinc rich epoxy primer and four coats of cold applied coal tarepoxy paint etc., complete as per specifications and approved drawingswith all leads and lifts. tonne 128900.00


Weight of breast wall lining : 250 kg / sqm of breast wallWeight of groove liner : 200 kg / sqm of groove liningWhere ( L ) is length = Clear vent opening in m + 0.70 m. ( H ) is height of gate in m = Clear vent height in m + 0.30 m ( h ) is head of water above sill of gate in m = FRL - Sill level

17. Design, fabrication, supply, erection, testing and commissioning of fixed wheel type vertical lift emergency gate consisting of skin plate,horizontal and vertical girders, wheels, stiffeners, lifting brackets, guiderollers, ballast blocks, teflon claded rubber seals etc.,with all accessoriesfor river sluice / canal sluice vent including cost of all materials,machinery, labour, cutting, aligning, welding, finishing, cleaning, applyingone coat of zinc rich epoxy primer and three coats of cold applied coal tar epoxy paint, seal fixing etc., complete as per specifications andapproved drawings with all leads and lifts. tonne 105000.00

Note: Wt of 1 gate in tonnes ( including ballast ) = 0.0888 ( L2 x H x h )0.659


18. Design, fabrication, supply, erection, testing and commissioning ofautomatic lifting beam with all accessories for handling, lowering andlifting of river sluice / canal sluice emergency gate including cost ofall materials, machinery, labour, cutting, aligning, welding, finishing,cleaning, applying one coat of zinc rich epoxy primer and two coats of cold applied coal tar epoxy paint etc., complete as per specifications and drawings with all leads and lifts. tonne 157300.00



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Note: Weight of lifting beam in tonnes = 0.0090 x ( L2 x H x h )0.659


GATES AND HOISTS FOR BARRAGE :

19. Design, fabrication, supply, erection and commissioning of embedded parts consisting of sill beam, wheel tracks, seal seats, guide rails etc.,with all accessories for vertical lift barrage gate including cost of allmaterials, machinery, labour, cutting, aligning, anchoring, welding, finishing, cleaning, applying one coat of zinc rich epoxy primer andfour coats of cold applied coal tar epoxy paint etc., complete as perspecifications and approved drawings with all leads and lifts. tonne 197500.00

Note: Wt of 1 set of embedded parts in tonnes = 0.0055 ( L2 x H x h )0.716

Where ( L ) is length = Clear distance between piers in m + 1 m. ( H ) is total height of gate in m = FRL - Sill level + 0.20 m ( h ) is head of water above sill of gate in m = FRL - Sill level

20. Design, fabrication, supply, erection, testing and commissioning of fixed wheel type vertical lift gate consisting of skin plate, vertical and horizontal girders, wheels, stiffeners, lifting brackets, guide shoes, rubberseals etc., with all accessories for barrage including cost of allmaterials, machinery, labour, cutting, aligning, welding, finishing,cleaning, applying one coat of zinc rich epoxy primer and three coatsof cold applied coal tar epoxy paint, seal fixing etc., complete as perspecifications and approved drawings with all leads and lifts. tonne 119200.00

Note: Weight of 1 gate in tonnes = 0.0335 ( L2 x H x h )0.716

Where ( L ) is length = Clear distance between piers in m + 1 m. ( H ) is total height of gate in m = FRL - Sill level + 0.20 m ( h ) is head of water above sill of gate in m = FRL - Sill level

21. Design, fabrication, supply, erection and commissioning of structural steel hoist bridge consisting of columns, beams, bracings, stiffeners,ties, chequered plate covering, hand railing, ladder etc., with all other accessories for supporting rope drum hoist for operating barrage gates including cost of all materials, machinery, labour, cutting, aligning,anchoring, welding, finishing, cleaning, applying two coats of zincchromate red oxide primer and three coats of synthetic enamel paint etc.,complete with all leads and lifts. tonne 105400.00



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Note: Columns with bracings/anchors/stiffeners: 400 kg per metre height.Beams with cross beams / stiffeners : 400 kg per metre spanRailing / Chequered plate / Ladder etc : 10 % of wt columns / beamsWeight proposed includes all columns / beams for 1 hoist.

22. Design, fabrication, supply, erection, testing and commissioning of adequate capacity rope drum hoist consisting of hoist platform, rope drum, pulleys, gear system, electric motor, electro-magnatic brake system, manual operation assembly, position indicator, control panel, wire rope etc., with all accessories for operating vertical lift roller gates for barrage including cost of all materials, machinery, labour,cutting, bending, aligning, anchoring, welding, finishing, cleaning,applying two coats of zinc chromate red oxide primer and three coats of tonneapproved synthetic enamel paint etc., complete with all leads and lifts. capacity 33800.00

Note: Capacity of hoist in t including 25 % reserve capacity =1.5 x Wt of gate. ( Hoist capacity shall be rounded off to next 10 tonne )Weight of hoist with all accessories : 100 kg per tonne capacity of hoist

23. Design, fabrication, supply, erection and commissioning of embedded parts consisting of sill beam, wall plates, first stage anchors, anchor girders, anchor bars, trunnion supports etc., with all accessories for outflow regulating automatic gates for barrage / escape including cost of all all materials, labour, machinery, cutting, aligning, anchoring, welding, finishing, cleaning, applying one coat of zinc rich epoxy primer four coats of cold applied coal tar epoxy paint coats of cold applied and coal tar epoxy paint etc., complete as per specifications and approved drawings with all leads and lifts. tonne 157000.00

Note: Weight of 1 set embedded parts in tonnes = 0.046 x ( L2 x H x h ) 0.673

Where ( L ) is length = Clear distance between piers in m. ( H ) is height of gate in m = FSL - Sill level + 0.20 m ( h ) is head of water above sill of gate in m = FSL - Sill level

24. Design, fabrication, supply, erection, testing and commissioning of automatic outflow regulating gate and fulcrum assembly consisting of skin plate, stiffeners, horizontal girders, trunnion assemblies, gate bracket, base plate, rolling surface assembly, link brackets, linkassembly, rubber seals, seal clamps etc., with all accessories for barrage / escape including cost of all materials, machinery, labour, cutting, aligning, anchoring, welding, finishing, cleaning, applying one coat of zinc rich epoxy primer and three coats of cold applied coal tar



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epoxy paint, seal fixing etc., complete as per specifications and approved drawings with all leads and lifts. tonne 126100.00

Note: Wt of gate & fulcrum assembly in tonnes = 0.1325 x ( L2 x H x h ) 0.673


25. Design, fabrication, supply, erection, testing and commissioning of hoisting cum damping system consisting of low level horizontal leverlink, low level long actuating lever, high level vertical lever link, high level short actuating lever, high level hoisting bracket, axle for lever system, friction shoes, support box for shoes, track assembly, ratchet pawl, support structure, bracket plate etc., with all accessories for outflow regulating automatic gate including cost of all materials, machinery, labour, cutting, aligning, anchoring, welding, finishing, cleaning, applying one coat of zinc rich epoxy primer and three coats of cold applied coal tar epoxy paint etc., complete as per specifications and approved drawings with all leads and lifts. tonne 162000.00

Note: Weight of hoisting cum damping system in tonnes

= 0.0695 x ( L2 x H x h ) 0.673


GATES AND HOISTS FOR CANAL REGULATORS :

26. Design, fabrication, supply, erection and commissioning of embeddedparts consisting of sill beam, wall plates, first stage anchors, anchorgirders, anchor bars, trunnion supports etc., with all accessories for canal regulator radial gates including cost of all materials, labour, machinery, cutting, aligning, anchoring, welding, finishing, cleaning,applying one coat of zinc rich epoxy primer and four coats of cold applied coal tar epoxy paint etc., complete as per specifications and approveddrawings with all leads and lifts. tonne 128000.00

Note: Weight of 1 set embedded parts in tonnes = 0.092 x ( L2 x H x h )0.673


27. Design, fabrication, supply, erection, testing and commissioning of



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radial gate consisting of skin plate, stiffeners, horizontal girders, sectorarms, trunnion assemblies, tie beam, pulley supports, bracings, rubberseals, seal clamps etc., with all accessories for canal regulator including cost of all materials, machinery, labour, cutting, bending,aligning, anchoring, welding, finishing, cleaning, applying one coat of zincrich epoxy primer and three coats of cold applied coal tar epoxy paint,seal fixing etc., complete as per specifications and approved drawings with all leads and lifts. tonne 128500.00

Note: Weight of 1 radial gate in tonnes = 0.1685 x ( L2 x H x h )0.673


28. Design, fabrication, supply, erection, testing and commissioning ofadequate capacity electrically operated rope drum hoist consisting ofhoist platform, rope drum, gear system, electric motor, electro- magneticbrake system,control panel, wire rope, ladder etc.,with all accessories foroperating canal regulator radial gate including cost of all materials,machinery, labour, cutting, bending, aligning, anchoring, welding,finishing, cleaning, applying two coats of zinc chromate red oxide primerand three coats of approved synthetic enamel paint etc., complete with tonneall leads and lifts. capacity 51500.00

Note: Capacity of hoist in t including 25 % reserve capacity =2.00 x Wt of gate. ( Hoist capacity shall be rounded off to next 5 tonne )Weight of hoist with all accessories: 300 kg per tonne capacity of hoist

29. Design, fabrication, supply, erection, testing and commissioning of adequate capacity manually operated rope drum hoist consisting of hoist platform, rope drum, gear system, brake system, wire rope, ladderetc., with all accessories for operating canal regulator radial gateincluding cost of all materials, machinery, labour, cutting, aligning,anchoring, welding, finishing, cleaning, applying two coats of zinc chromate red oxide primer and three coats of approved synthetic enamel tonnepaint etc., complete with all leads and lifts. capacity 47000.00


30. Design, fabrication, supply, erection and commissioning of embedded



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parts ( with top seal seat ) consisting of sill beam, wheel tracks, sealtracks, guide rails, groove lining upto top etc., with all accessories forvertical lift roller gate for canal escape / regulator including cost of all materials, machinery, labour, cutting, aligning, anchoring, welding, finishing, cleaning, applying one coat of zinc rich epoxy primer andfour coats of cold applied coal tar epoxy paint etc., complets as perspecifications and approved drawings with all leads and lifts. tonne 138700.00

Note: Wt of 1 set of embedded parts in tonnes = 0.1332 x ( L2 x H x h )0.659

Where ( L ) is length = Clear vent width in m + 0.50 m. ( H ) is height of gate in m = Clear vent height in m + 0.20 m ( h ) is head of water above sill of gate in m = FSL - Sill level

31. Design, fabrication, supply, erection, testing and commissioning of fixedwheel type vertical lift gate ( with top seal ) consisting of skin plate,horizontal and vertical girders, wheels, guide rollers, rubber seals etc., seals etc., with all accessories for canal escape / regulator ventincluding cost of all materials,machinery,labour, cutting, aligning, welding,finishing, cleaning, applying one coat of zinc rich epoxy primer and threecoats of cold applied coal tar epoxy paint, seal fixing etc., completeas per specifications and approved drawings with all leads and lifts. tonne 131400.00

Note: Weight of 1 gate in tonnes = 0.0888 ( L2 x H x h )0.659

Where ( L ) is length = Clear vent width in m + 0.50 m. ( H ) is height of gate in m = Clear vent height in m + 0.20 m ( h ) is head of water above sill of gate in m = FSL - Sill level

32. Design, fabrication, supply, erection, testing and commissioning of adequate capacity screw type hoist consisting of supporting structure,platform, ladder etc., with all accessories for operating canal escape / regulator gate including cost of all materials, machinery, labour, cutting,aligning, anchoring, welding, finishing, cleaning, applying two coats of zinc chromate red oxide primer and three coats of approved synthetic tonneenamel paint etc., complete with all leads and lifts. capacity 34300.00


33. Design, fabrication, supply, erection and commissioning of embeddedparts consisting of sill beam, wheel tracks, seal tracks, guide rails, gate groove liners etc., with all accessories for canal escape / regulatorstoplog gate including cost of all materials, machinery, labour, aligning,



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anchoring, welding, finishing,cleaning, applying one coat zinc rich epoxyprimer and four coats of cold applied coal tar epoxy paint etc., copleteas per specifications and approved drawings with all leads and lifts. tonne 135100.00

Note: Wt of 1 set of embedded parts in tonnes = 0.0665 x ( L2 x H x h )0.716

Where ( L ) is length = Clear distance between piers in m + 0.50 m. ( H ) is total height of stoplog gate in m = FSL - Sill level + 0.30 m ( h ) is head of water above sill of gate in m = FSL - Sill level

34. Design, fabrication, supply, erection, testing and commissioning slidingtype interchangeable stoplog gate elements consisting of skin plate,horizontal and vertical girders, slide blocks, stiffeners, guide-shoes,rubber seals etc.,with all accessories for canal regulator vent includingcost of all materials, machinery, labour, cutting, aligning, welding,finishing, cleaning, applying one coats of zinc rich epoxy primer and threecoats of cold applied coal tar epoxy paint, seal fixing etc., completeas per specifications and approved drawings with all leads and lifts. tonne 123200.00

Note: Wt of 1 set of stoplog elements in tonnes = 0.0995 ( L2 x H x h )0.716

Where ( L ) is length = Clear distance between piers in m + 0.50 m. ( H ) is total height of stoplog gate in m = FSL - Sill level + 0.30 m ( h ) is head of water above sill of gate in m = FSL - Sill level

35. Design, fabrication, supply, erection and commissioning of embeddedparts consisting of liners for trash rack grooves (coarse and fine screens)with all accessories for pump house intake structure including cost ofall materials, machinery, labour, aligning, anchoring, welding, finishing,cleaning, applying one coat zinc rich epoxy primer and four coats of coldapplied coal tar epoxy paint etc., complete as per specifications and approved drawings with all leads and lifts. tonne 129400.00

Note: Wt of 1 set embedded parts in t = 100 to 125 kg / m height of groove

36. Design, fabrication, supply, erection and commissioning of trash racksconsisting of a number of structural steel panels of suitable height withvertical trash bars at wider interval and weld mesh frame fixed to panel forpump house intake structure including cost of all materials, machinery,labour, aligning, anchoring, welding, finishing,cleaning, applying one coatzinc rich epoxy primer and four coats of cold applied coal tar epoxy paintetc., complete as per specifications and approved drawings with all leads and lifts. tonne 106600.00

Note: Wt of 1 set of trash rack panels in tonnes = 0.0375 ( L2 x H x h )0.716

Where ( L ) is length = Clear distance between piers in m + 0.50 m.



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( H ) is total height of trash rack panels in one vent ( h ) is head of water above sill of groove in m = FSL - Sill level

37. Design,fabrication, supply, erection, testing and commissioning adequatecapacity manually operated moving gantry crane consisting of wheelmounted gantry frame, roller mounted chain and pulley cross travelsystem moving along beam fixed to gantry top frame with all accessoriesfor operating barrage stoplog elements including cost of all materials,machinery, labour, cutting, bending, aligning, welding, finishing, cleaning,applying two coats of zinc chromate red oxide primer and three coats of tonneapproved synthetic enamel paint etc., complete with all leads and lifts. capacity 99000.00

Note: Capacity of gantry crane in tonnes including 25 % reserve capacity = 2.5 x ( Weight of 1 set of stoplog gate / Number of elements ). ( Hoist capacity shall be rounded off to next 5 tonne )Weight of moving gantry crane : 1.25 tonne per tonne capacity of gantry.

38. Fabrication, supply, erection, testing and commissioning of sliding type vertical lift gate consisting of skin plate, horizontal and vertical stiffeners, seal seats, sponge rubber seals lifting handles etc., with all accessories for vented dam / field channel including cost of all materials, labour, cutting, aligning, welding, finishing, cleaning, applying two coats of anti- corrosive bituminous black paint over a coat of zinc chromate red oxide primer paint, seal fixing etc., complete as per specifications and approved drawings with all leads and lifts. kg 140.00

39. Fabrication, supply, erection, testing and commissioning of plug and rod type hoist assembly consisting of truncated upright cone type cast iron plug fixed to alloy steel screw hoist with supporting structure for operating circular sluice openings including cost of all materials, labour, machinery, cutting, aligning, anchoring, welding, finishing, cleaning,applying one coat zinc chromate red oxide primer and three coats anti- corrosive bitumineous black paint etc., complete with all leads and lifts. kg 170.00



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CONTENTS PAGES







PRILIMINARY AND MAINTENANCE WORKSSCHEDULE OF RATES

132

1.

the extent they are relevant.

2.

shall be classified as thin jungle.

3. The area where the jungle growth is thick without noticeable vacant spots shall beclassified as thick jungle.

4.from measurement for jungle clearance works.

5. In case of jauliflora clearance girth means spread of the bush.


7.for concrete surface.

8.

charges shall be added as the additional lead does not involve re-handling of materials.Example : Total lead for soil from approved borrow area : 2 kmInitial lead included in the basic rate in the SR : 1 kmAdditional lead charges : Lead charges for 2 km Rs: 57.60 Less Lead charges for 1 km Rs: -47.30 Additional lead charges / cum Rs: 10.30Quantity of loose soil as per statement of requirement of material :1.20 cumAdditional lead charges to be added to basic rate : Rs: 12.35No loading and un-loading charges shall be added.

9.

of materials under this section.

PRILIMINARY AND MAINTENANCE WORKS

NOTES ON SCHEDULE OF RATESPRELIMINARY AND MAINTENANCE WORKS

All notes under General Notes on Schedule of Rates and Notes on Lead, Lift, Loadingand un-loading charges are applicable to Preliminary and Maintenance Works also to

The area where jungle growth is thin or the area where the jungle growth is thick withnoticeable vacant spots but not large enough to exclude them from measurements

Areas of large vacant spots and areas occupied by structures shall be excluded

Unless otherwise specified the basic rates are inclusive of standard finishing required

For embankment in breached section 1 km initial lead is considered in the basic rates.As no storing / stacking and re-handling of materials is involved for these works lead charges for additional lead shall be worked out for total lead including initial lead of 1 km and then the cost of first km lead shall be deducted. No loading and un-loading

The quantities of materials including wastage, requirements for any incidentals etc.,for working out additional lead charges shall be as per the statement of requirement

134


Murum Cement Sand / FA Stonecum kg cum cum

12 200x200x750 mm boundary stone fixing Each 0.06 --- --- 0.030


13 Temperary BM in CC 1:4:8 Each 0.030 9.10 0.025 0.05014 Permanent BM in CC 1:3:6 with UCR wall Each 0.320 262.00 0.600 1.00017 Reconstruction of revetment 600 mm th sqm --- --- 0.153 ---18 Reconstruction of rock-toe cum --- --- 0.098 ---19 Resetting Shahbad slabs in CM 1:3 sqm --- 1.00 0.002 ---22 Reconstruction of revetment 300 mm th sqm --- --- --- 0.15323 Strengthening pitching by wedging CA sqm --- --- --- 0.010

Soil Cement Sand / FA CAcum kg cum cum

32 Impervious hearting with borrow area soil cum 1.20 --- --- ---33 Semipervious casing with borrow area soil cum 1.20 --- --- ---34 Impervious hearting using dump area soil cum 1.20 --- --- ---35 Semipervious casing using dumparea soil cum 1.20 --- --- ---39 New embankment abutting existing bund cum 1.20 --- --- ---42 Cleaning gates by sand blasting sqm --- --- 0.300 ---49 Selected earth filling between planks cum 1.20 --- --- ---55 Cleaning concrete by sand blasting sqm --- --- 0.220 ---56 Shotcreting in CC 1:2:2 propn sqm --- 25.50 0.031 0.032

Notes:


2. The quantity of cement for cement concrete items includes requirement of cement forany incidental works such as mortar layer at lift joints, repair of honeycombs etc.


PRILIMINARY AND MAINTENANCE WORKS

QUANTITY OF MATERIALS FOR ADDITIONAL LEAD CHARGESPRELIMINARY & MAINTENANCE WORKS

Quantity of materials required per unit quantity of work

135


Earth Sand CA Stone

12 200x200x750 mm boundary stone fixing Each 1.40 --- --- 4.7513 Temperary BM in CC 1:4:8 Each --- 2.60 5.40 4.7514 Permanent BM in CC 1:3:6 with UCR wall Each --- 61.90 108.00 50.5017 Reconstruction of revetment sqm --- 15.80 --- ---18 Reconstruction of rock-toe cum --- 10.10 --- ---19 Resetting Shahbad slabs in CM 1:3 sqm --- 0.20 --- ---22 Reconstruction of revetment 300 mm th sqm --- --- 16.50 ---23 Strengthening pitching by wedging CA sqm --- --- 1.10 ---32 Impervious hearting with borrow area soil cum 30.00 --- --- ---33 Semipervious casing with borrow area soil cum 30.00 --- --- ---34 Impervious hearting using dump area soil cum 30.00 --- --- ---35 Semipervious casing with dump area soil cum 30.00 --- --- ---39 New embankment abutting existing bund cum 30.00 --- --- ---42 Cleaning gates by sand blasting sqm --- 30.95 --- ---49 Selected earth filling between planks cum 30.00 --- --- ---55 Cleaning concrete by sand blasting sqm --- 22.70 --- ---56 Shotcreting in CC 1:2:2 propn sqm --- 3.20 3.45 ---70 New embankment abutting existing bund cum 30.00 --- --- ---71 Construction of Masanory available stone cum --- 42.30 --- ---72 Formation of Road Embankment(available) cum 30.00 --- --- ---73 Formation of Road Embankment(Borrow) cum 30.00 --- --- ---

Notes:


PRELIMINARY AND MAINTENANCE WORKS

AMOUNT OF ROYALTY CHARGES INCLUDED IN ITEM RATESPRELIMINARY & MAINTENANCE WORKS

Amount of Royalty charges included in item rate in Rs.

136



JUNGLE CLEARANCE :

1.a. Clearing thin jungle growth ( more than 50 percent open space )including bushes upto 300 mm / parthenium and other weeds includingburning or disposing off the same as directed etc., complete. sqm 1.05

1.b. Clearing thick jungle growth ( less than 50 percent open space )including bushes upto 300 mm / parthenium and other weeds including burning or disposing off the same as directed etc., complete. sqm 1.60

2.a. Removing stumps, tree roots, roots of bamboo clusters etc., upto1.5 m girth including excavation, stacking materials neatly and levellingthe surface etc., complete with initial lead upto 50 m and all lifts. Each 37.00

2.b. Removing stumps, tree roots, roots of bamboo cluster etc., withgirth above 1.50 m and upto 3.00 m including excavation, stacking thematerials neatly and levelling the area etc., complete with initial leadupto 50 m and all lifts. Each 83.00

2.c. Removing stumps, tree roots, roots of bamboo clusters etc., withgirth above 3.00 m and upto 5.00 m including excavation, stacking thematerials neatly and levelling the area etc., complete with initial leadupto 50 m and all lifts. Each 264.00

Note: For every 0.5 m increase in girth beyond 5 m add Each 41.00

3. Cutting and stacking bamboos excluding removing stumps and rootsetc., complete with initial lead upto 50 m and all lifts. Each 11.00

4.a. Cutting and removing jauliflora bushes upto 1.50 m girth excluding removal of stumps and including burning or disposing off the materials with initial lead upto 50 m and all lifts. Each 10.00

4.b. Cutting and removing jauliflora bushes above 1.50 m upto 3.00 mgirth excluding removal of stumps and including burning or disposing off the materials with initial lead upto 50 m and all lifts. Each 21.00

5.a. Cutting trees above 0.30 m and upto 0.60 m girth excluding removal of stumps and including stacking the materials neatly as directed with


PRELIMINARY AND MAINTENANCE WORKS SCHEDULE OF RATES


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initial lead upto 50 m and all lifts. Each 69.00

5.b. Cutting trees above 0.60 m and upto 1.20 m girth excluding removalof stumps and including stacking the materials neatly as directed withinitial lead upto 50 m and all lifts. Each 241.00

5.c. Cutting trees above 1.20 m and upto 1.80 m girth excluding removalof stumps and including stacking the materials neatly as directed withinitial lead upto 50 m and all lifts. Each 482.00

5.d. Cutting trees above 1.80 m and upto 2.40 m girth excluding removal of stumps and including stacking the materials neatly as directed withinitial lead upto 50 m and all lifts. Each 963.00

5.e. Cutting trees above 2.40 m and upto 3.00 m girth excluding removalof stumps and including stacking the materials neatly as directed withinitial lead upto 50 m and all lifts. Each 1558.00

Note: For every 0.5 m increase in girth of tree beyond 3 m add Each 548.00

6. Cutting and burning or disposing off Apu / Jondu from marshy areas as directed with initial lead upto 50 m and all lifts. sqm 4.00

PRELIMINARY WORKS :

7. Earthwork excavation for trial pits/ borrow pits and other investigationworks in all kinds of soil including boulders upto 30 cm diameter anddisposing off excavated soil as directed with lead upto 10 m and liftupto 1.50 m. cum 162.00

Note: For excavation beyond 1.50 m depth for every 1.5 m depth add cum 9.00

8. Earthwork excavation for trial pits/ borrow pits and other investigationworks in soft rock including disposing off the excavated stuff as directedwith lead upto 10 m and lift upto 1.50 m. cum 235.00

Note: For excavation beyond 1.50 m depth add for every 1.50 m depth cum 9.00

9. Conducting geophysical investigation studies by electrical resistivitymethod in stages of 5 m or as directed for sub-surface details such asdepth of formations, shear zones, classification of strata, depth ofwater table etc., including cost of all materials, equipments, labour,analysing and reporting details of studies conducted etc., completeexcluding cost of transportation arrangements. stage 163.00



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10. Drilling 80 mm dia hole through over-burden using casing shoe bitvertical or inclined upto 10 degrees to vertical as directed includingcost of all materials, machinery, labour, water charges, reaming,collection of wash samples at suitable intervals, logging and lebelling,supplying honne wood core box, fixing casing pipes etc., complete fordepth upto 30 m from surface. ( excluding cost of casing pipes ) Rm 1566.00

Note: i ) For driiling through over-burden beyond 30 m from surface increase the rate per Rm by 10 percent.ii ) For providing HDPE or light black MS casing pipe add the cost of pipe per Rm.

11.a Drilling 76 mm dia ( NX ) core hole in hard rock using diamond corebit vertical / inclined upto 10 degree to vertical as directed including costcost of all materials, machinery, labour, water charges, collection of coresamples, logging and labelling samples, supplying honne wood corebox including cement grouting and redrilling in case of collapse ofsides etc., complete for depth upto 30 m from surface. ( excluding cost of cement for grouting ) Rm 5248.00

Note: i ) For driiling in hard rock beyond 30 m upto 60 m from surface increase the rate per Rm by 25 percent.ii ) For driiling in hard rock beyond 60 m upto 90 m from surface increase the rate per Rm by 40 percent.

11.b Drilling 47 mm ( BX )dia core hole in hard rock using diamond corebit vertical / inclined upto 10 degree to vertical as directed including costof all materials, machinery, labour, water charges, collection of coresamples, logging, labelling samples, supplying honne wood core boxincluding cement grouting and redrilling in case of collapse of sidesetc., complete for depth upto 30 m from surface. ( excluding cost ofcement for grouting ) Rm 5024.00

Note: i ) For driiling in hard rock beyond 30 m upto 60 m from surface increase the rate per Rm by 25 percent.ii ) For driiling in hard rock beyond 60 m upto 90 m from surface increase the rate per Rm by 40 percent.

12. Providing and fixing 200 x 200 x 750 mm roughly dressed boundary /demarcation / chainage / arrow stones including cost of all materials,labour, engraving marks, fixing in position, murum filling etc., completewith lead upto 50 m and all lifts. Each 105.00



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13. Providing and fixing 200 x 200 x 750 cm size temporary bench markstone in CC 1 : 4 : 8 using 40 mm down size graded coarse aggregateincluding cost of all materials, labour, dressing top surface, engravingBM data etc.,complete with lead upto 50 m and all lifts. Each 395.00

Note: For providing 300 mm thick compacted murum bed in B.C soil areaincluding additional excavation for thickness of murum bedding add. Each 7.00

14. Providing and fixing 200 x 200 x 750 mm size permanent bench markstone in CC 1 :3 : 6 block of size 900 x 900 x 1200 mm using 40 mmdown size graded coarse aggregate and providing 350 mm thick 300 mmhigh UCR masonry in CM 1 : 5 proportion protective wall alround theBM stone, including cost of all materials, labour, dressing top surfaceof stone, engraving BM data on top surface, excavation, finishing,curing etc., complete with lead upto 50 m and all lifts. Each 5910.00

MAINTENANCE WORKS :

15. Removing dry stone rock- toe / rivetment and filter layers below rock-toe / rivetment including stacking all materials separately as directed with initial lead upto 50 m and all lifts. cum 145.00

16. Removing dry stone rivetment and stacking the released materials asdirected with lead uoto 50 m and all lifts. sqm 117.00

17. Re-constructing 600 mm thick hand packed rough stone revetmentwith through stones at 1.50 m c/c over a backing of 450 mm thick gradedfilter media consisting of sand, 10 mm and 40 mm size graded aggregates satisfying filter criteria laid in layers of 150 mm thick eachusing sand from approved quarry and stones and filter aggregates obtained from revetment removed for re-construction including cost of all machinery, labour, laying filter and stones to specified slopes,wedging with chips, finishing etc. complete with initial lead upto 50 mand all lifts. sqm 336.00

18. Re-constructing dry rubble rock-toe including filter media below /behind rock-toe consisting of sand 20 mm and 80 mm size graded aggregates satisfying filter criteria laid in layers of 150 mm thick eachusing sand from approved quarry and stones and filter aggregatesobtained from rock-toe removed for re-construction including cost ofall machinery, labour, laying filter and stones to specified slopes,



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wedging with chips, finishing etc., complete with initial lead upto 50 mand all lifts. cum 306.00

19. Removing and resetting disturbed Yarguntla / Shahabad / Talikot / PCCor other types of slab lining set in CM 1 : 3 including flush cementmortar pointing in CM 1 : 3 with lead upto 50 m and all lifts. sqm 45.00

20. Removing and resetting disturbed dry rubble / size stone pitching250 to 450 mm thick including packing, wedging, finishing etc., completewith all leads and lifts. sqm 38.00

21. Removing disturbed rough / size stone revetment 300 mm thick with 150 mm thick 40 mm down aggregate backing and resetting the sameusing the available stones and aggregate including packing, wedging, finishing etc., complete with lead upto 50 m and all lifts. sqm 56.00

22. Removing disturbed rough / size stone revetment 300 mm thick with 150 mm thick 40 mm down aggregate backing and resetting the sameusing the available stones and fresh aggregate from quarry includinghandpacking, wedging, finishing etc., complete with lead upto 50 m andand all lifts. sqm 178.00

23. Strengthening existing revetment / pitching by wedging with 40-20 mm size aggregate including cost of all materials, machinery, labour, surface finishing etc., complete with lead upto 50 m and all lifts. sqm 19.00

24. Removing and refixing disturbed chainage/ demarcation/ hectometre/ guard stones including excavation, back filling etc., complete with allleads and lifts. Each 49.00

25. Removing and refixing disturbed km stone / sign board / hecto-metrestone etc., including excavation, back filling with available stuff afterrefixing, forming base platform of size 900 x 900 x 75 mm includingwatering, ramming etc complete with all leads and lifts. Each 110.00

26. Dismantling dry stone masonry including stacking or disposing off the released materials as directed, cleaning the area, cost of all materials,machinery, labour etc., complete with lead upto 50 m and all lifts. cum 176.00

27. Dismantling stone masonry in CM including stacking or disposing off the released material as directed, cleaning the area, cost of all materials,



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machinery, labour etc., complete with lead upto 50 m and all lifts. cum 352.00

28. Dismantling plain cement concrete including stacking or disposing off the released material as directed, cleaning the area, cost of all materials,machinery, labour etc., complete with lead upto 50 m and all lifts. cum 499.00

29. Dismantling reinforced cement concrete including disposing off the dismantled concrete, stacking released steel as directed, cleaning thearea, cost of all materials, machinery, labour etc., complete with leadupto 50 m and all lifts. cum 617.00

30. Cutting open existing bund and forming temperary diversion channel including placing the excavated soil in specified dump area or as directedwith initial lead upto 50 m and all lifts. cum 162.00

31. Re-constructing the cut open bund portion, for forming temperary diversion channel, using soil obtained from bund cutting in layers of 150 to 200 mm thickness before compaction including cost of all labour, materials, machinery, all operations such as sorting out, spreading inlayers of specified thickness, breaking clods, sectioning, watering, compacting each layer to density control of not less than 95 percentor as directed using mechanical tampers or by manual labour etc., complete with initial lead upto 50 m and all lifts. cum 222.00

32. Providing impervious hearting for breached / damaged portion ofembankment with soil from approved borrow areas in layers of 100 to150 mm before compaction including cost of all materials, machinery,labour, all operations such as collection of soil, sorting out, spreadingsoil to specified thickness, breaking clods, sectioning, watering,compacting each layer to achieve density control of not less than 95percent or as stipulated by rolling or by using pneumatic / vibrating platecompactors etc., complete with initial lead upto 1 km and all lifts. cum 166.00

33. Providing pervious / semi-pervious casing for breached / damagedportion of embankment with soil from approved borrow areas in layers of 100 to 150 mm before compaction including cost of all materials,machinery, labour, all operations such as collection of soil, sorting out,spreading soil to specified thickness,breaking clods, sectioning, watering,compacting each layer to density control of not less than 95 percent oras stipulated by rolling or by using pneumatic / vibrating plate compactorsetc., complete with initial lead upto 1 km and all lifts. cum 183.00



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34. Providing impervious hearting for breached / damaged portion of embankment with soil from approved dump areas in layers of 100 to 150 mm before compaction including cost of all materials, machinery,labour, all operations such as collection of soil, sorting out, spreadingsoil to specified thickness, breaking clods, sectioning, watering, compacting each layer to density control of not less than 95 percent oras stipulated by rolling or by using pneumatic / vibrating plate compactorsetc., complete with initial lead upto 1 km and all lifts. cum 166.00

35. Providing pervious / semi-pervious casing for breached / damagedportion of embankment with soil from approved dump areas in layers of 100 to 150 mm before compaction including cost of all materials,labour,machinery, all operations such as collection of soil,sorting out, spreadingsoil to specified thickness, breaking clods, sectioning, watering,compacting each layer to density control of not less than 95 percent oras stipulated by rolling or by using pneumatic / vibrating plate compactorsetc., complete with initial lead upto 1 km and all lifts. cum 174.00

36. Repairing rain cuts / resectioning canal slopes to required lines andgrades as directed using available canal side soil including dressing,breaking clods, packing, tamping etc., complete with all leads and lifts. sqm 2.50

37. Preparing slope of existing bund ( without pitching ) for abutting freshembankment to strengthen the existing bund by removing grass and othervegitation including disposing off the material as directed with lead upto50 m and all lifts. sqm 1.20

38. Excavating grip trenches of specified size in all kinds of soil in existingbund for abutting fresh embankment to strengthen he existing bund including disposing off the excavated soil in specified dump area or asdirected with lead upto 50 m and all lifts. cum 120.00

39.a Providing new embankment abutting to existing bund to strength theexisting bund using soil from approved borrow area in layers of 200 to250 mm and compacting each layer to density control of not less than95 percent by vibrating plate compactor or pnuematic tamper includingcost of all materials, machinery, labour, picking previous layer, spreadingsoil in layer, breaking clods, watering etc., complete with initial lead upto1 km and all lifts. cum 185.00

39.b Providing new embankment abutting to existing bund to strength the



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existing bund using soil available in adjacent area in layers of 200 to250 mm and compacting each layer to density control of not less than95 percent by vibrating plate compactor or pnuematic tamper includingcost of all materials, machinery, labour, picking previous layer, spreadingsoil in layer, breaking clods, watering etc., complete with lead upto 50 m and all lifts. cum 121.00

40. Cleaning dam parapet inner face and top using oxalic acid and water by scrubbing / brushing and washing to remove all surface coatingsetc., complete . Rm 27.00

41. Cleaning gates / hoists / embedded parts for re-painting by removingrust, old paint, grease etc., by using wire brush, scrubber, rust removerand applying a coat of rust inhibitive compound etc., complete. sqm 45.00

42. Cleaning gates / hoists / embedded parts to expose fresh metal surface for repainting by sand blasting method as per specificationsincluding cost of all materials, labour, machinery, scaffolding, applyinga coat of rust inhibitive etc., complete with initial lead for sand upto 1 km and all lifts. sqm 634.00

43. Providing two coats of painting to hoist supporting structures / hoists /moving gantry cranes / railings etc., with zinc chromate /alluminium primer paint of approved quality including removing rust,cleaning surface, cost of all materials, labour, scaffolding etc., completewith all leads and all lifts. sqm 82.00

44. Providing two coats of painting 100 micron dry film thickness each coatto embedded parts / gates with cold applied coal tar epoxy paint of approved quality including removing rust, cleaning surface, cost of allmaterials, labour, scaffolding etc., complete with all leads and all lifts. sqm 152.00

45. Providing two coats of painting to hoist supporting structures / hoists /moving gantry cranes / railings etc., with first quality syntheticenamel paint of approved colour including cleaning surface, cost of allmaterials, labour, scaffolding etc., complete with all leads and all lifts. sqm 84.00

46. Removing damaged rubber seal from gate and fixing new rubberseal ( excluding cost of rubber seal and bolts ) including cleaning sealseat, valcanizing seal wherever necessary, forming holes in seal, fixing inplace as directed etc., complete with all leads and lifts. Rm 99.00



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47. Supplying hard wood ( Kiral-bogi or similar variety ) planks of specifiedlength and thickness for vents of vented dam including cost of all material,machinery, labour etc complete with all leads and lifts. cum 46076.00

48. Conveying and fixing hard wood ( Kiral-bogi or similar variety ) planksof specified size for vents of vented dam including applying 2 coats of approved quality asphalt, cost of all materials, machinery, labour etc.,complete with all leads and lifts. sqm 127.00

49. Selected earth filling between wooden planks placed in position forvents of vented dam using soil from approved borrow area including sorting out, breaking clods, spreading soil in layers of 150 to 200 mm, watering, compacting each layer to not less than the specified density control, cost of all materials, machinery, labour etc., complete with initial lead uoto 50 m and all lifts. cum 264.00

50. Excavation and removal of silt and silt mixed with sand from canal bedin dry condition including disposing off the same in spoil bank or onthe canal embankment in layers as directed etc., complete with initiallead upto 50 m and all lifts. cum 117.00

51. Excavation and removal of silt or silt mixed with sand in slussycondition from canal bed including disposing off the same in spoil bankor on the canal embankment in layers as directed etc., complete with initial lead upto 50 m and all lifts. cum 147.00

52.a Removing and hauling all kinds of soil / soft rock including bouldersupto 0.6 m diameter slipped due to natural causes and disposing offthe same in specified dump area or as directed including cost of allmaterials, machinery, labour, rampways and all other ancillary operationsetc., complete with initial lead upto 50 m and lift upto 1.5 m. cum 101.00

Note: 1. The rate under this item is for unit quantity of soil / soft rock in slipped condition.2. The rate under this item shall be adopted where the material can be disposed off within 50 m lead or where the slipped zone is inaccessible for disposal of material by mechanical mode.3. The wieghted average rate applicable to entire quantity based on rates provided under items ( 52.a ) and ( 53.a ) may be considered where the slipped material consists of mixture of soil / soft rock and hard rock.

52.b. Removing and hauling all kinds of soil / soft rock including boulders



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upto 0.6 m diameter slipped due to natural causes and disposing offthe same in specified dump area or as directed including cost of allmaterials, machinery, labour, rampways and all other ancillary operationsetc., complete with initial lead upto 1 km and all lifts. cum 72.00

Note: 1. The rate under this item is for unit quantity of soil / soft rock in slipped condition.2. The wieghted average rate applicable to entire quantity based on rates provided under items ( 52.b ) and ( 53.b ) may be considered where the slipped material consists of mixture of soil / soft rock and hard rock.

53.a Removing and hauling hard rock of all toughness including bouldersabove 0.6 m diameter slipped due to natural geological causesincluding breaking large fragments by blasting if necessary and disposingoff the same in specified dump area or as directed including cost of allmaterials, machinery, labour, rampways and all other ancillary operationsetc., completewith initial lead upto 50 m and lift upto 1.5 m. cum 204.00

Note: 1. The rate under this item is for unit quantity of hard rock in slipped condition.2. The rate under this item shall be adopted where the material can be disposed off within 50 m lead or where the slipped zone is inaccessible for disposal of material by mechanical mode.3. The wieghted average rate applicable to entire quantity based on rates provided under items ( 52.a ) and ( 53.a ) may be considered where the slipped material consists of mixture of soil / soft rock and hard rock.

53.b. Removing and hauling hard rock of all toughness including bouldersabove 0.6 m diameter slipped due to natural geological causesincluding breaking large fragments by blasting if necessary and disposingoff the same in specified dump area or as directed including cost of allmaterials, machinery, labour, rampways and all other ancillary operationsetc., completewith initial lead upto 1 km and all lifts. cum 185.00

Note: 1. The rate under this item is for unit quantity of hard rock in slipped condition. 2. The wieghted average rate applicable to entire quantity based on rates provided under items ( 52.b ) and ( 53.b ) may be considered where the slipped material consists of mixture of soil / soft rock and hard rock.

54.a. De-silting tank bed/Feeder Channel in dry condition by excavating the deposited bedmaterial and loading the same to transport vehicle ( excluding cost oftransportation ) including cost of all machinery, labour etc., complete withlead upto 10 m and lift upto 2 m. cum 41.00



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54.b. De-silting tank bed/Feeder Channel in dry condition by excavating the deposited bedmaterial and disposing off the same as directed including cost of allmachinery, labour etc., complete with lead upto 1 km and and all lifts. cum 65.00

55. Cleaning concrete / masonry / rock surface for guniting / shotcretingby sand blasting method as per specifications including cleaning by airand water jets after sand blasting cost ofall materials, labour, machinery, scaffolding etc., complete with initial lead for sand upto 1 km andall lifts. sqm 508.00

56. Providing 40 mm thick shotcreting in layers to concrete / masonry surface in cement concrete 1 : 2 : 2 proportion by weight using 6 mm down size hard graded crushed aggregate including cost of all materials,machinery, labour, cleaning joints / surface, scaffolding wherever required and all other ancillary operations etc., complete with initial lead upto 1 km and all lifts. sqm 1187.00

57. Drilling 25 mm / 32 mm dia. Holes vertical or inclined in concrete / masonry / rock by percussion drilling using jack hammer as directed to specified depth including cost of all materials,machinery, labour, cleaning holes etc., complete. Rm 205.00

58. Providing one coat of painting 40 micron dry film thickness to gates /embedded parts / hoist components with zinc rich epoxy primer( zinc content 85 % ) paint of approved quality including removing rust,cleaning surface, cost of all materials, labour, scaffolding etc., complete with all leads and all lifts. sqm 138.00

59. Providing two coat of painting 40 micron dry film thickness each coat to gate components such as horizontal girders / sector arms/ bracings/trunnion assembly / yoke girders / stiffeners / foot bridge etc., with anti-corrosive bituminous black paint of approved quality including removing rust, cleaning surface, cost of all materials, labour, scaffoldingetc., complete with all leads and all lifts. sqm 68.00

60. Supplying and fixing bulb type uncladded rubber seals and hot dipped G.I bolts / nuts / washers of approved quality including removingexisting worn out / damaged bulb type rubber seals from gates, cleaningsurface, making holes in new seals, fixing seals / bolts tightly in position,cost of all materials, labour, scaffolding etc., complete with all leadsand all lifts. Rm 890.00



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61. Supplying and fixing bulb type teflon cladded rubber seals andhot dipped G.I bolts / nuts / washers of approved quality includingremoving existing worn out / damaged bulb type rubber seals from gates,cleaning surface, making holes in new seals, fixing seals / bolts tightly inposition, cost of all materials, labour, scaffolding etc., complete with allleads and all lifts. Rm 1515.00

62. Supplying and fixing flat rubber seals and hot dipped G.I bolts /nuts / washers of approved quality including removing existing worn-out /damaged flat type rubber seals from gates, cleaning surface, makingholes in new seals, fixing seals/ bolts tightly in position, cost of all labour,materials, scaffolding etc., complete with all leads and all lifts. Rm 760.00

63. Supplying and fixing Z- type rubber seals and hot dipped G.I bolts /nuts / washers of approved quality including removing existing worn-out /damaged Z - type rubber seals from gates, cleaning surface, makingholes in new seals, fixing seals/ bolts tightly in position, cost of all labour,materials, scaffolding etc., complete with all leads and all lifts. Rm 1085.00

64. Providing and fixing 100 x 50 mm 10 gauge non-galvanized weld messto concrete / masonry including fixing the same to exposed reinforcementbars or by driving rafter nails, cost of all materials, machinery, labour, scaffolding etc., complete with all leads and lifts. sqm 232.00

65. Removing PCC / Shahbad slabs from the side lining of canal carefully and stacking the same on road side / canal bed as directed with leadupto 50 m and all lifts. sqm 29.00

66. Providing and filling / replacing gear oil of approved quality upto therequired gauge level for Radicon Gear unit of hoists / gantry cranesincluding cost of all materials, machinery, labour etc., complete., with allleads and lifts. ltr 244.00

67. Providing and applying grease of approved quality to gate and hoistcomponents requiring greasing as part of the annual maintenance usinggrease gun wherever necessary including cost of all materials, machinery,labour, scaffolding etc., complete with all leads and lifts. kg 298.00

68. Providing and applying cardium compound of approved quality towire ropes of hoists / gantry cranes as part of the annual maintenanceincluding cost of all materials, machinery, labour etc., complete with allleads and lifts. kg 131.00



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69. Replacing old / damaged 25 x 25 mm sponge rubber seals and bolt /nut / washers of gate and fixing new seals / bolts / nuts / washersincluding cost of all materials, labour, adhesive etc., complete with all Rm 224.00leads and lifts.

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