basic schedule of rates - rajasthan

GOVERNMENT OF RAJASTHANWATER RESOURCES DEPARTMENT

BASIC SCHEDULE OF RATES

DISTRICT : TONK(EFFECTIVE FROM 19 / 03 /2020)

CHIEF ENGINEERWATER RESOURCES DEPARTMENT

RAJASTHAN, JAIPUR

Chapter Particulars PageGENERAL NOTES 1

BASIC RATESI LABOUR RATES 2II SUPPLY OF MATERIAL 4III CARRIAGE OF MATERIAL 7IV HIRE CHARGES OF PLANTS AND MACHINERIES 9

MAIN WORKSV EARTHWORK AND PROTECTION WORK 12VI MORTAR 20VII MASONRY 21VIII PLASTER AND POINTING 24IX CONCRETE AND CANAL LINING 26X CENTERING, SHUTTERING AND RCC 35XI FOUNDATION AND SURFACE TREATMENT 37XII GATES AND ALLIED WORKS 40XIII PIPES / FITTINGS / SPECIALS 54XIV MICRO IRRIGATION 70XV TUNNEL AND ALLIED WORKS 75

MISCELLANEOUS AND ALLIED WORKSXVI SURVEY, INVESTIGATION AND TESTING 79XVII DISMANTLING & DEMOLISHING WORKS 90XVIII MISCELLANEOUS WORKS 91XIX COMPENSATION OF PROPERTIES 100

USEFUL INFORMATIONAnnex. I List of relevant IS codes 108Annex. II Material consumption of main items 121Annex. III Grading of Aggregate & Classes of Bricks 125Annex. IV Weight of Building Material 126Annex. V Reinforcement Characteristics 127Annex. VI Weight of Structural Steel Section 130Annex. VII Conversion Factors 135Annex. VIII Strange's Table 137Annex. IX Preliminary Design of Spillway 139Annex. X Soil Characteristics 142Annex. XI Concrete Finishes 145Annex. XII Extract from IS: 4826-1979 148

CONTENTS

BASIC SCHEDULE OF RATESWATER RESOURCES DEPARTMENT

TONK DISTRICT

1

1 Notes have been given before each chapter wherever necessary, which must beread thoroughly before using the B.S.R. for incorporating appropriateprovisions and specifications in estimates and tender documents.

2 Rates are for complete finished items and inclusive of all ancillary worksnecessary for the completion of work covered under respective item as perIndian standard specifications unless otherwise specified in the description ofthe item.

3 Rates of all items provided in this BSR are inclusive of labour welfare,camping, medical and sanitation facilities to labour, tools and plants etc.,required to complete the work as per Indian standard specifications.

4 In case of disputes if any, regarding interpretation of the description of itemsin this Schedule of Rates, the decision of the Chief Engineer, Water ResourcesRajasthan, Jaipur shall be final and binding.

5 OPC/PPC (Fly ash based) Cement of grade 43N/mm2 shall be used unlessotherwise specified.

6 In case any item is not found in this BSR, Prevailing BSR of PWD Rajasthanand PHED Rajasthan are allowed.

7 For Plantation works, Forest BSR is allowed.

8 For installation of Solar Power Plant, guidelines of MNRE, Govt. of Indiaand RRECL will be followed and rates approved by Rajasthan RenewableEnergy Corporation Ltd Rajasthan (RRECL) will be used for estimation.

GENERAL NOTES


TONK DISTRICT

2 LABOUR RATES

1

2

3456

7

Unit Rate in Rs.

1 (a) Beldar/ Coolie / Chowkidar / Water man / Earth- dresser Per Day 225.00(b) White washer/store or laboratory attendant/floor polisher Per Day 275.00(c) Dak Runner with his own cycle Per Day 225.00(d) Sweeper part time

i) For 2 hours 70.00ii) For 1/2 day (Four hours) 125.00

iii) Per Day 225.00SEMI SKILLED

2 Mate Per Day 250.003 a Helper for Steel fabricator / Driller / Truck / Tractor

/Compressor/ Jack Hammer /DumperPer Day 300.00

b Helper for Mason/ Mistri / Painter/ Carpenter/ Electrician /Black smith / plumber / survey work/Fitter

Per Day 300.00

(a) Security Guard with licensed gun owned by himCharges for Reliver, P.F., ESI, Service Charges, CGST, SGSTare extra

Monthly 10000.00

(b) Security Guard without gun Charges for Reliver, P.F., ESI, Service Charges, CGST, SGSTare extra

Monthly 9100.00

Munshi/Survey Amin/ Density Observer/ Record Keeper/TimeKeeper/ Gate Keeper/ Core Observer/ Laboratory Assistant /Gauge Reader / Telephone Assistant

(a) Grade I Per Day 375.00(b) Grade II Per Day 325.00

6 Cook cum Chowkidar Per Day 250.00Stone breaker (unsing Ghan) / Turriya

(a) Grade I Per Day 350.00(b) Grade II Per Day 310.00

8 Chawalia Per Day 300.009 Operator for Jack Hammer/ Vibrator/ Pneumatic Tamper or

pavement Breaker/shot-crete placerPer Day 400.00

Gardener (a) Grade I Per Day 275.00

Rates for item no 20 are applicable only for limited period daily basis, if it is to be employed onmonthly basis, rates approved by finance department shall be applicable.

7

10

CHAPTER-I

The grade designation of labour will be determined as per class and quality of the work skill ofthe labour and work desired from labour

S. No.

LABOUR RATES

5

Item

The labour rates are inclusive of all allowances including weekly holidays, no extra payment will be admissible on this account.

UNSKILLED

4

The rates of skilled and unskilled labour's are inclusive of necessary tools, which are normallycarried by them according to the trade practice. The rates are exclusive of labour cess, GST and contractor's profit unless otherwise specified. Labour rates shall be governed by minimum wages act in force. These rates are for analysis and estimation purpose only.


TONK DISTRICT

3 LABOUR RATES

Unit Rate in Rs. S. No. Item(b) Grade II Per Day 240.00

Mason/ Painter/ Carpenter/ Electrician /Black smith / Plumber

(a) Grade I Per Day 450.00(b) Grade II Per Day 400.00(a) Survey Mistry / earthwork Mistry / Work Mistry

(Experienced/Trained) / Tracer (I.T.I.) / Wireless Operator(Trained) / Receptionist

Per Day 450.00

(b) Patwari / Amin (Trained / Retired) Per Day 600.00(c) Supervisor for Civil work / HEM Works Per Day 500.00

13 Welder/Fitter/Line-man/Turner/Wireman/Driller Per Day 450.00

Stone Dresser/cutter (Silawat)(a) Grade I Per Day 450.00(b) Grade II Per Day 400.00

15 Boat man/Blaster (with license) Per Day 600.00Divers with life jackets and all accessories for working underwater. Payment shall be made for Duty hours at site up to 5meter water depth

Per Hour 1200.00

(a) Add extra if water depth is above 5 meter but less than 10meter

Per Hour 25 % extra above item 16

(b) Add extra if water depth is beyond 10 meter Per Hour 25 % extra above item 16

17 Light vehicle driver for Jeep/Car/Station wagon etc. (Licenseholder) (Grade I)

Per Day 500.00

(a) Driver for pumps/Concrete Mixers Per Day 400.00(b) Driver for Compressor/ Generators/ DG Set/ Grout

pump/DrillerPer Day 400.00

(c) Heavy vehicle driver for Trucks/Dumpers/Tractors/ Stonecrusher etc. (License holder)/ Crane operator

Per Day 550.00

19 Driver for Heavy Machine like chain type Dozers/Shovels,Excavator (Long Boom), JCB Operator Chain type/TyreMounted etc. (License Holder) Boring/Wagonet machineoperator

Per Day 550.00

(a) Typist having knowledge of typing in computer Per Day 500.00(b) Computer Operator having knowledge of M.S.

Office/Excel/Power point(i) with own computer Per Day 600.00

(ii) without computer Per Day 500.00Work Agents/Surveyors/Supervisors

(a) Civil Engineer Possessing Degree or equivalent. Per Day 1000.00(b) Civil Engineer Possessing Diploma or equivalent. Per Day 700.00

Auto CAD ( civil ) / GIS operator(a) Having experience More than 5 year Per Day 900.00(b) Having experience of 1 -5 years Per Day 600.00

23 Surveyor for Total Station / DGPS instrument Per Day 700.0024 Surveyor for Social/ Economic/ Demographic survey Per Day 700.00

21

22

11

14

18

12

20

16

SKILLED


TONK DISTRICT

4 SUPPLY OF MATERIALS

NOTES:1

2

3

(i)(ii)

4

Item Unit Rate(i) Crusher broken stone aggregate of various sizes in accordance with IS:383

– 1970 for concrete work for dams, canals, and other important structures,well graded with size of aggregate including all lead and lift.

(a) 150 to 80 mm size Cum 700.00(b) 80 to 40 mm size Cum 750.00(c) 40 to 20 mm size Cum 950.00(d) 20 to 10 mm size Cum 1025.00(e) 10 to 4.75 mm size Cum 950.00(ii) Hand broken stone aggregate of various sizes in accordance with IS:383 –

1970 for concrete work for dams, canals, and other important structures,well graded with size of aggregate including all lead and lift.

(a) 150 to 80 mm size Cum 595.00(b) 80 to 40 mm ( Hand broken) Cum 638.00(c) 40 to 20 mm ( Hand broken) Cum 808.00(d) 20 to 12.5 mm ( Hand broken) Cum 871.00

2 Stones for Random Rubble masonry work at least 90% stones weighingnot less than 37.50 Kg. and no dimension less than 23 cm for massivework including all lead and lift.

Cum 950.00

3 Stones for Random Rubble masonry, at least 75% stones not less than 15cm in size in any direction and weighing not less than 23 kg including alllead and lift.

Cum 900.00

4 C.R. Masonry stone for face work of massive structures duly hammerdressed on all beds and sides, the beds joints & faces shall be chiseldressed for at least 8 cm back from face and at least 4 cm from sides heightnot less than 25 cm and weighing not less then 50 kg., 50% stones to havedepth more than 45 cm & tail area not less than half the face areaincluding all lead and lift.

Cum 2236.00

(a) C.R. Masonry stone for face work of general structures duly hammerdressed not less than 20 cm in any direction and at least 50% stones to bemore than 23 cm in depth including all lead and lift.

Cum 2171.00

(b) C.R. stones headers, hammer dressed finished size not less than 20 cm x20 cm and depth not less than 30 cm

Cum 2388.00

6 Stones for soling, boulder for rock toe, toe drain, rock fill etc. not less than15 cm in any direction including all lead and lift.

Cum 800.00

(a) Quarry spalls properly screened and graded but not more than 10 cm andnot less than 10 mm in size including all lead and lift.

Cum 400.00

b Quarry rubish not more than 10 cm in size including all lead and lift. Cum 300.00

(a) Pitching stones atleast 75% stones to be more than 40 kg, in weight and 23cm x 25 cm x 30 cm in size including all lead and lift.

Cum 900.00

CHAPTER - IISUPPLY OF MATERIALS

These rates are at work site inclusive of all taxes, GST, Contractor's profit, overheads & royalty etc.unless otherwise specified.

Measurments shall be made on the basis of stacks and effective height for payment purpose will be asprescribed below. No separate payment shall be made for laying of stacks.

Un-slacked lime, aggregates etc. 90% of Av. Ht.

Effective height of stacks for various materials shall be as under:

Stone,boulders,brick bats,morrum,sand,surkhi,flyash etc. 85 % of Av. Ht.

These rates are for analysis and estimation purpose only.

S.No1

5

7

8


TONK DISTRICT


Item Unit RateS.No(b) Pitching stones atleast 75% stones to be more than 25 kg, in weight and 20

cm x 20 cm x 23 cm in size including all lead and lift. Cum 850.00

(c ) Stones for Rip-Rap at least one side not less than 23 cm in size includingall lead and lift.

Cum 800.00

(d ) Stones for Rip - Rap at least one side not less than 15 cm in size. Cum 725.009 Cement OPC/PPC (in bags) 50 Kg in weight. As per IS 1489 and IS 8112

(excluding cost of empty begs). Excluding contractor profit

Bag 290.00

10 Super Sulphate Cement (in bags) 50 Kg in weight. (excluding cost ofempty begs). Excluding contractor profit

Bag 330.00

11 Bentonite ( powder form) Kg 4.0012 Un Slaked Lime.(Sojat or equivalent) including all lead and lift. Cum 6000.00

13 Surkhi pulverized as per IS specification i.e., passing through IS Sieve No.9 including all lead and lift.

Cum 750.00

14 Natural Sand (Un-screened) including all lead and lift. Cum 750.0015 Natural Sand screened and free from organic and deleterious material

including all lead and lift. Cum 800.00

Natural Aggregate including all lead and lift. (a) 150 to 80 mm size Cum 500.00(b) 80 to 40 mm size Cum 550.00(c) 40 to 20 mm size Cum 700.00(d) 20 to 10 mm size Cum 750.00

17 Morrum or Murda including all lead and lift. Cum 300.00Supply of Steel including all lead and lift. With out contractor Benefit

(a) Mild steel and medium tensile steel bars as per latest relevant IS code Kg 48.00

(b) HYSD steel bars as per latest relevant IS code Kg 56.00(c) Structural steel as per latest relevant IS code Kg 58.00

Supply of bricks as per IS : 1077-1992 including all lead and lift.(a) Well burnt clay bricks (size 230x110x70 mm) class designation 100 as per

specification1000 Nos

5200.00

(b) Well burnt clay bricks (size 230x110x70 mm) class designation 75 as perspecification

1000 Nos

4500.00

(c) Comman burnt clay bricks (size 230x110x70 mm) class designation 50 asper specification

1000 Nos

4200.00

(d) Brick bats Cum 500.00(e) Supply of pucca clay tiles (size 30 x 15 x 5 cm) class designation 105 as

per IS:3367-19931000 Nos

4500.00

Hydraulically compressed P.C.C. tiles 40 mm thick (50 mm compressed to40 mm) in cement, sand, aggregate upto 10 mm (well graded crusherbroken) as per specifications conforming to ISI 10646-1991 with concreteof M15 grade including all lead and lift.

(a) 300 x 300 mm size Each 20.00(b) 150 x 300 mm size Each 12.50

Stone patties edges hammer dressed including all lead and lift. (a) Length up to 1.50 m and thickness 50 mm and above Sqm 500.00(b) Length up to 1.50 m to 2.50 m and thickness 70 mm and above Sqm 600.00(c) Length up to 2.50 m to 4 m and thickness 80 mm and above Sqm 700.00

Cut stone sills, slab, or lintels one face plain and edge hammer dressedincluding all lead and lift.

(a) 100 to 125 mm thick Sqm 550.00(b) 126 to 150 mm thick Sqm 575.00

16

20

21

22

18

19


TONK DISTRICT


Item Unit RateS.No(c) 151 to 200 mm thick Sqm 700.00

23 Fly ash confirming to IS 3812-1981( in bags) 20 Kg in weight includingall lead and lift.

Per bag 40.00

24 Chemical for curing as per ASTM Per Lit 50.00Empty bag of 50 kg capacity in good condition

(a) Jute Each 18.00(b) Plastic / Polythene Each 6.00

26 ISI marked low Density Poly Ethylene (LDPE) film black, High Impactresistant, Heavy duty Grade 030 in thickness of 125, 200 & 250 micron inthe form of flat sheet of 6 to 9 metre width without having any joints as perIS: 2508-1984

Kg. 155.00

(a) Distance stone well dressed of required shape and size 60 cm x 23 cm x 7cm with exposed faces chiesel dressed.

Each 230.00

(b) Distance stone well dressed of required shape and size 60 cm x 23 cm x 7cm with distance marked engraved and exposed faces well painted.

Each 280.00

Cost of DieselExcluding contractor profit and GST input

29 Amonium nitrate Kg 65.0030 Gelatin emulsion type Kg 80.0031 Fuse Coil RM 10.0032 Ordinary detonator Each 5.0033 Drill Rod 800 mm long Each 4100.0034 Electric Detonator Each 18.0035 Sealing Compound Kg 50.0036 Air hose double braided Mt 200.0037 Claw coupling Each 45.0038 Hose clamps Each 30.0039 Valve 3" dia Each 2100.0040 Suction pipe 3" dia Mt 350.0041 Foot Valve 3" Each 500.0042 GI pipe 3" dia Meter 690.0043 Extension Rod 1¼" hex 800 mm Each 3500.0044 Extension Rod 1¼" hex 1600 mm Each 7200.0045 Extension Rod 1¼" hex 2400 mm Each 10800.0046 Extension Rod 1¼" hex 3200 mm Each 17500.0047 Coupling sleeves1¼" Each 1575.0048 Shank Rod Each 6800.0049 Bit 48 mm dia Each 2585.0050 Water Body Each 1500.0051 Water body washer Each 30.0052 Lubricating oil litre 180.0053 Grinding wheel Each 850.0054 Bit adopter Each 1400.0055 Shank adopter Each 6200.0056 T.C.T. Cross bit Each 1800.0057 GI/MS pipe 65 mm dia Mt 500.0058 Blasting Powder kg 40.0059 Blasting Fuse ( Fuse Wire) Each 15.00

28 70.00Lit

27

25


TONK DISTRICT

7 CARRIAGE OF MATERIALS

1

2

3

4

Item Unit Rate1 Carriage of Materials by mechanical transport including loading,

unloading and stacking , if stacking is not required no deduction is tobe donestone, Aggregate, Ballast, Sand, Lime, Surkhi, Fly-ash, Morrum,Kanker etc.

(a) Lead up to ½ Km. Cum 67(b) Lead up to 1 Km. Cum 74(c) Lead up to 2 Km. Cum 85(d) Lead up to 3 Km. Cum 97(e) Lead up to 4 Km. Cum 108(f) Lead up to 5 Km. Cum 121(g) Lead beyound 5 km. But up to 20 km. for each subsequent km Cum 5.0(h) Lead beyound 20 km. But up to 50 km. for each subsequent km Cum 5.0(i) Lead beyound 50 km. for each subsequent km Cum 5.0

2 Deduct if Loading is not done for stone, Aggregate, Ballast, Timber, Sand, Lime, Surkhi, Fly-ash,Morrum, Kanker etc.

Cum 25

3 Carriage of Materials by mechanical transport including loading,unloading and stacking, if stacking is not required no deduction is tobe doneCement, Surkhi (Pulverized), Fly ash, Tar, Timber, bricks,steel, cut stone etc.

(a) Lead up to ½ Km. M.T. 76(b) Lead up to 1 Km. M.T. 82(c) Lead up to 2 Km. M.T. 89(d) Lead up to 3 Km. M.T. 97(e) Lead up to 4 Km. M.T. 105(f) Lead up to 5 Km. M.T. 111(g) Lead beyond 5 Km but up to 20 km. for each subsequent km M.T. 5(h) Lead beyond 20 Km but up to 50 km. for each subsequent km M.T. 5(i) Lead beyond 50 Km for each subsequent km M.T. 5

4 Deduct if Loading is not done forCement, Surkhi (Pulverized), Tar, bricks, steel, cut stone etc.

M.T. 21

CHAPTER - III

The rates of this chapter shall be applicable only when leads exceed 250 metres except mentionedotherwise.

The distance between 250 metres to 750 metres shall be considered as ½ km lead, and that above750 metres to 1500 metres shall be considered as 1km . Subsequent distance shall be rounded offby ignoring less than 500 m distance and by considering a distance of 500m and above as fullkilometre. Item No. 4 will not be applicable for items of Chapter – II

These rates are at work site inclusive of all taxes, GST, Contractor's profit, overheads & royaltyetc. unless otherwise specified.

CARRIAGE OF MATERIALSNOTES :

S.No


TONK DISTRICT

8 CARRIAGE OF MATERIALS

Item Unit RateS.No5 Transportation of miscellaneous items like sign boards, tools and

plants, hume pipes, sanitary & electric goods, shuttering andcentering etc.including loading, unloading and handling with carewithout making any damage lead upto 20 Km

Truck Load (7-10 MT capacity)

3141

(a) Add extra for each subsequent km beyond 20km over item No. 5 -do- per km

40

Note : Per truck load for hume pipes with or without collars shall be as follows :

Nos.12361015

120150

78 100 mm dia

1200 mm dia900/1000 mm dia600 mm dia

300 mm dia450 mm dia

150 mm dia65

234

2000/1500 mm dia1Pipe (diameter)S N


TONK DISTRICT

9 HIRE CHARGES OF MACHINERIES

1

2

3

4

5

6 Unauthorised run and it's diesel consumption will be liability of the owner of the vehicle

S. No. Name of Machine Unit

Hire charges without diesel but with

operational staff M.oil, spares &

lubricants (in Rs)

Idle charges (in Rs.)

1 Trucks upto 5 tonne capacity (lightcommercial vehicles)

Day 900 0.20 per km 300

2 Trucks 7-10 tonne capacity Day 1200 0.25 per km 330

3 Dumpers 7-10 tonne capacity Day 1500 0.25 per km 480

4 Tractors - 0(a) Upto – 40 HP Day 600 0.20 per km 180(b) Above 40 HP (for consolidation) Day 650 3.00 per hr 220

800 3.00 per hr 2500.20 Per Km

6 Air compressors (Stationary)(a) Upto 160 cfm Day 700 3.00 per hr 250(b) Above 160 cfm and upto 250 cfm Day 850 5.00 per hr 250(c) 300 cfm to 350 cfm Day 1000 7.50 per hr 250

7Jack hammer / Rock Breaker machine withoutdrill rod but with necessary hosepipe

Day 400 - 75

8 Driller Day 400 - 759 Concrete mixers

(a) 10/7 cft. capacity Day 475 1.00 per hr 135(b) 14/10 cft. capacity Day 500 1.20 per hr 21010 Mortar miller Day 425 1.00 per hr 14011 Needle/surface vibrator (without staff) Day 300 0.80 per hr 4012 Diesel driven generator(a) Upto 6KVA Day 500 0.80 per hr 80(b) Above 6 KVA & upto 15KVA Day 750 1.60 per hr 8513 Pumping sets(a) 5 to 10 HP Day 350 0.80 per hr 145(b) Above 10 HP to 16 HP Day 400 1.20 per hr 210(c) Above 16 HP to 30 HP Day 450 1.60 per hr 25014 Diesel Road roller 8 to 10MT Day 1000 5.00 per hr 280

Watch & ward and essential repair including cost of spare parts to be replaced of machine is included in therates given below & shall be the responsibility of the owner of the equipment.

5 DayTractor mounted compressor (upto 160 cfm.)

These rates are at work site inclusive of all taxes, GST, Contractor's profit, overheads & royalty etc. unlessotherwise specified.Hire charges of Machine are taken for a day of 8 hours actual working (Machine in running condition)excluding rest period. For part working up to 4 hours half day payment shall be made only.

Provision for diesel per Km/or per hr. (in liters)

Vehicle will remain available for any hour of the day to facilitate emergency tours.

CHAPTER – IV

HIRE CHARGES OF MACHINERIES NOTES :

These rates are for hiring private machinery in working condition for departmental works andquotations/tenders will have to be called with detailed terms and conditions and necessary action be taken asper G.F.&A.R./P.W.F.& A.R.


TONK DISTRICT





lubricants (in Rs)



15 Sheep's foot roller (without staff)(a) Capacity 5 MT Day 250 -(b) Capacity 3 MT Day 200 -16 Plain roller 3 MT (without staff) Day 150 -

17 Tractor Trolly above 2 Cum capacity (withoutstaff)

(a) Two wheeler with out hydraulic lift Day 200 - 45(b) Four wheeler without hydraulic lift Day 250 - 50(c) Four wheeler with hydraulic lift Day 300 - 6018 Karawha Day 100 - 3519 Water Tanker(a) Wheel – mounted(i) Upto 3000 Lit. capacity Day 250 - 70(ii) Above 3000 but upto 5000 Lit. capacity Day 350 - 105

(b) Truck- mounted 5000 Lit. to 8000 Lit.capacity

Day 1200 0.25 per km 300

20Inspection Vehicles with driver such asCar/Jeep/Bolero or equivalent Model not olderthan 3 years (Two wheel drive)

(a)for offices having a city (Municipal limit oftown as their jurisdiction) up to 1500 km permonth including POL but excluding GST

/ Month 22000

(b)for offices having a district as their jurisdictionup to 2000 km per month including POL butexcluding GST

per month 26000

(c)for offices having juridiction more then onedistrict but less then state up to 2200 km permonth including POL but excluding GST

per month 27600

(d)for offices having juridiction whole state upto 2500 km per month including POL butexcluding GST

per month 30000

(e) Model not older then 2 years but includingGST

Day 840 0.07 per km

21

Hydraulic excavator/ loader like JCB/ Poclain,Hitachi etc. with all accessories (for actual siteworking, idle period) having bucket capacity

(a) upto 0.40 cum Hr. 525 5.00 per hr 200(b) above 0.40 & upto 0.75 cum Hr. 900 7.25 per hr 300(c) above 0.75 cum Hr. 1200 15.00 per hr 40022 Dozer for spreading / levelling (a) upto 100 HP Hr. 500 5.00 per hr 75(b) above 100 & upto 175 HP Hr. 900 15.00 per hr 180(c) above 175 HP Hr. 1250 20.00 per hr 320

Hiring of Fiber Boat

23 (a)Power Driven with license 6 to 10 seatcapacity with operator

Per hr. 1500 0.80 per hr 150


TONK DISTRICT





lubricants (in Rs)



23 (b)Manually operated with boatmen with license6 to 10 seat capacity

Per hr. 1200 - 80

24Grout pump including water hose, air hose,fittings, repairs etc.

Day 450 75

25 Vibro compactor with operator Day 4500 8 Per Hr 45026 Vibro sheep foot compactor with operator Day 4800 8 Per Hr 500


TONK DISTRICT

12EARTHWORK IN EXCAVATION /

EMBANKMENT AND PROTECTION WORKS

1

2

3

4

5

6

7

8

9

10

11

12

13

14

Rate

Excavation including loading, unloading, disposal and dressing of excavatedearth within initial lead of 50m and lift up to 1.5m including dressing ofexcavated area and dewatering wherever required complete in all respect

a Soft/Loose soil Cum 68.00b Hard / dense soil Cum 70.00c Hard soil mixed with Kankar / boulders, Morrum Cum 87.00

In case of earthwork in excavation and for embankment part A, B only "crow fly distance" betweenC.G. of Embankment/spoil bank base to the C.G. of borrow area cut shall be considered as "shortestpracticable route" for the purpose of lead what so ever the case may be.

Rate of earth work in excavation is including the cost of dewatering/ planking/ shoring/ timbering /strutting / barricading if any required at site.

No payment for earthwork of ramps, approaches to embankments shall be made and cost of suchoperation shall deemed to have been included in item rates given below.

No Payment for construction and maintenance of haul roads for approach to borrow area shall beadmissible and cost there of shall be deemed to have been included in the item rates given below.

The rates of earthwork for embankments are for complete item and includes allowance for shrinkagedue to compaction, wastage etc.

In case of earth work for bunds, the lift shall not be considered separately but shall be considered with the lead as computed below : Total lead = 1.2(L+12H) Where : L = Lead in meter as per note no 3 H = Height of weighted C.G. over base in meter.The use of explosive in excavation shall not be considered as a "reason" for classification of strata.

Item Unit

For Estimation Purpose classification of strata shall be inspected and approved by ExecutiveEngineer.

In case of change of strata from that as contemplated in the sanctioned estimate, priorpermission/approval of the Superintending Engineer should be invariably obtained.

In case, hard rock requiring blasting and having hardness more than 2 Mohs and quantity is morethan 500 cum, it shall be got checked and approved by the Superintending Engineer for payment.

No extra payment will be made for de-watering on any items of this chapter. In case dewatering is notrequired for these items then no payment shall be deducted against these items.

CHAPTER - V

EARTHWORK IN EXCAVATION / EMBANKMENT AND PROTECTION

NOTESThese rates are at work site inclusive of all taxes, GST, Contractor's profit, overheads & royalty etc.

Mode of measurement and classification on nature of work as well as type of strata shall be governedby IS:1200 (Part-I): 1992 and Hand Book of method of measurements: Publication No. SP-27:1987of Bureau of Indian Standards .( refer useful data in which extract copy of same is provided)

Mix strata rate for canal excavation can be allowed by estimate sanctioning authority who willascertain the same based on details of sufficient trial pits to be applicable to canals having dischargecapacity less than 10 cusecs and limited to 2 m depth of cutting and water courses of minor tanks &minors and water courses of major & medium projects.

S.No.

WORK TO BE EXECUTED BY MECHANICAL MEANSPART "A" : EARTH WORK IN EXCAVATION

1


TONK DISTRICT



RateItem UnitS.No. Excavation including loading unloading disposal and dressing of excavated

rock within initial lead of 50m and lift upto 1.5m in dry or moist includingdressing of excavated area, de-watering wherever required complete in allrespect.

a Soft / Disintegrated rock Cum 118.00b Hard rock not requiring blasting Cum 176.00c Phylite & other hard rock requiring nominal blasting Cum 259.00d. Hard rock (dry or moist) requiring blasting (where hardness of rock is more

than 2) including disposal of excavated material in the designated spoil bank/ embankment, dressing of excavated material and dewatering with all leads& lifts of excavation and disposal. The contractor is free to use the usableexcavated stone else where for which any transition expenditure & royalties,tax etc if required to be paid then it will be liability of contractor as the costof usable stone has already been deducted from the rate.

Cum 270.00

Excavation with line drilling, controlled blasting near structures, populatedarea (situated within 50m) including dewatering, loading, unloading,disposal & dressing within initial lead of 50m and lift upto 1.5m complete inall respect in dry or moist and also including compensation of damages ifany , in :

(a) Phylite and other hard rock requiring nominal blasting Cum 396.00 (b) Hard rock (dry or moist) requiring blasting (where hardness of rock is more

than 2) including dewatering, disposal of excavated material in thedesignated spoil bank/ embankment and dressing of excavated material withall leads & lifts of excavation and disposal. The contractor is free to use theusable excavated stone else where for which any transition expenditure &royalties, tax etc if required to be paid then it will be liability of contractoras the cost of usable stone has already been deducted from the rate.

Cum 403.00

4 Final excavation by line drilling including removing of hard rock bywedging and barring and chiseling near final levels (only upto 0.3 m depth)without resorting to blasting including dewatering, disposal of excavatedmaterial within initial lead of 50m and lift of 1.5m complete in all respect

Cum 868.00

5 Excavation for foundation of Dam in seams/faults and at other confinedplaces nearer to Abutment, peir, wings etc. in hard rock by line drilling /rock breaker including dewatering, disposal, loading, unloading anddressing of excavated material within initial lead of 50m. and lift upto 1.5mcomplete in all respect.

Cum 1010.00

6 Loading , Unloading and Disposal of land slide soil / earth/ sand/ pebbles /malba/ debris / rubbish / stone pebbles / rock mass including breaking of bigboulders (if required) within initial lead of 50 m and lift up to 1.50 m.

Cum 153.00

Removal of slit/soil/earth, sand, pebbles, 'Malba', debris, rubbish, stonepebbles & obstruction deposited in canal bed up to design line grade andsections having design due to erosion/scour/slips in canal banks/silting withor without bushes and weeds etc. in dry or moist condition from canal bedincluding dewatering, loading unloading and disposal at suitable place asdirected by Engineer in charge with initial lead of 50m. and lift upto 1.5 mwith proper dressing on canal bed complete in all respect

(a) For 5 to 15 cms depth, having(i) Unlined section Sqm 15.50(ii) Lined section Sqm 13.10

(b) For depth above 15 cms but upto 30cms having

3

7

2


TONK DISTRICT



RateItem UnitS.No.(i) Unlined section Sqm 26.20(ii) Lined section Sqm 22.60Measurements of works for item No. 7 (a) & 7 (b) shall be limited to canalbed area only

(c) For depth above 30cm. Cum 77.00(d) Extra on item 7(c) only if silt clearance is done under water & mud. Cum 19.00

Re-handling of excavated material including loading unloading and dressingwithin initial lead of 50 m and lift of 1.5m with cost of de-wateringwherever required and all applicable taxes and levies etc. complete in allrespect

(a) Earth / Soil Cum 65.00(b) Mixed strata muck Cum 80.00(c) Rock Cum 103.00

Extra charges for disposal of excavated/re-handled material in requiredprofile laid in uniform layers and given side slopes well dressed having layer thickness including loading and un-loading wherever required with cost ofdewatering wherever required complete in all respect

a Not exceeding 15cm Cum 8.00b Not exceeding 20cm Cum 6.80

Extra lead over item no 1 to 8 of excavated material.a. Beyond initial lead of 50 m & upto 250m Cum 7.80b. Add extra over item 10 (a) for lead beyond 250m & upto 750m (for average

1/2Km).Cum 7.60

c. Add extra for each subsequent lead of 500m or part, there of beyond ½ Km.& upto 5 Km

Cum 7.40

11 Add extra over item No. 1 to 8 for disposal of excavated material aboveinitial lift of 1.5m and for every additional lift of 1.5m or part there ofincluding loading and unloading wherever required

Cum 8.00

12 Add extra over item No. 1 to 5 for excavation under water for all type ofstrata including dewatering charges. (Quantity under water during actualwork is only to be considered) Quantity of excavation below water level infoundation area during continous pump running should only be considered.

Cum 25%

13 Refilling the excavated earth (excluding rock) in trenches, plinth side offoundations etc. in layers not exceeding 20 cm in depth, consolidating eachdeposited layer by ramming and watering including cost of water, loadingand un-loading wherever required with cost of dewatering whereverrequired.

Cum 65.00

14 Filling in plinth with locally available river shingle under floors includingwatering , ramming , consolidating and dressing complete including cost ofshingle, and loading and un-loading wherever required with cost ofdewatering wherever required, complete in all respect

Cum 339.00

Earth work in excavation in foundation, trenches etc. including dressing ofsides and ramming of bottoms, including getting out the excavated material,refilling after laying pipe/ foundation and disposal of surplus excavatedmaterial at a lead upto 50m suitable site as per direction of Engineer forfollowing depths, below natural ground / Road top level.

15.1 In all types soils/ saturated soil such as morrum, sand, sandy silt, clay, blackcotton soil, kankar, etc.

i Depth upto 1.5 m Cum 164.00ii Add extra for over all depth of excavation above 1.5 m and upto 3.0 m Cum 11.50

iii Add extra for over all depth of excavation above 3.0 m and upto 4.5 m Cum 26.00

8

9

10

15


TONK DISTRICT



RateItem UnitS.No.iv Add extra for over all depth of excavation above 4.5 m and upto 6.0 m Cum 46.00

v Add extra for over all depth of excavation above 6.0 m and upto 7.5 m Cum 70.50

vi Add extra for over all depth of excavation above 7.5 m and upto 9.0 m Cum 98.50

15.2 In ordinary rock.i Depth upto 1.5 m Cum 324.00ii Add extra for over all depth of excavation above 1.5 m and upto 3.0 m Cum 22.50


iv Add extra for over all depth of excavation above 4.5 m and upto 6.0 m Cum 90.50



15.3 In hard rock (required blasting) including Blasting materials.i Depth upto 1.5 m Cum 496.00ii Add extra for over all depth of excavation above 1.5 m and upto 3.0 m Cum 34.50





15.4 In hard rock (Blasting prohibited) i Depth upto 1.5 m Cum 689.00ii Add extra for over all depth of excavation above 1.5 m and upto 3.0 m Cum 48.00





Earth work in rough (borrow area) excavation for embankment in hard soil,Morrum or highly weathered strata dry or moist, including laying in 20 cmlayers (before compaction) and breaking of clods, sorting of grass, pebblesetc. and dressing when compacted manually or by plain roller with initiallead of 250 m and lift up to 1.5m (excluding charges for compaction andwatering), including loading and un-loading wherever required complete inall respect.

Cum 83.00

a. Extra charges for lead beyond 250m and upto 750m (for average ½ km) Cum 7.60

16

PART "B" : EARTH WORK IN EMBANKMENTWORK TO BE EXECUTED BY MECHANICAL MEANS


TONK DISTRICT



RateItem UnitS.No.b. Add extra for each subsequent lead of 500m or part, there of beyond ½ Km

and up to 5 kmCum 7.50

c. Add extra beyond 5km for each subsequent km. or part there-of. Cum 7.20Earth work in rough (borrow area) excavation for embankments in hard soil,morrum or highly weathered strata dry or moist, including laying in 20 cmlayers (before compaction) and breaking of clods, sorting of grass, pebblesetc. and dressing when compacted by sheep foot roller/pneumatic tyredroller to obtain dry density of at least 98% of Standard Proctor'sdensity with initial lift of 1.5m (Excluding charges for compaction andwatering) including loading and un-loading wherever required complete inall respect.

a. With initial lead of 250 m Cum 97.00b. With lead beyond 250 m and up to 750 m (½ Km) Cum 104.70c. Add extra for each subsequent lead of 500m or part there of beyond ½ Km

and up to 5 kmCum 7.60

d. Add extra beyond 5km for each subsequent km. or part there-of. Cum 7.40e Deduct if only carriage of earth is to be done (including unloading and

placing on embankment in 15 cm layers)Cum 23.00

18 Deduct in item no 17 (a) to (d) above if Standard Proctor's density to beachived is at least 95%

Cum 7.00

Compaction of earth or highly weathered strata a. By manually or plain roller. (density 90% of Proctor) Cum 20.00b. By mechanical equipment such as sheep foot roller/ pneumatic tyred

roller/vibro compactor / vibro sheep foot compactor required as per sitecondition to obtain dry density of.

(i) at least 95% of Standard Proctor's density Cum 31.00(ii) at least 98% of Standard Proctor's density Cum 34.00

c. Add extra over item No. 19 (b) for compaction in restricted area nearbystructure or flanks by hand rammers or by pneumatic tampers.

Cum 20%

d. Add Extra over item no 18 a, b (i) for compaction of earth work only on sideslope for resectioning / remodelling of existing canal by mechanicalcompactor on canal side slopesIn this case no lip cutting shall be paid extra

sqm 6.00

20 Lip cutting and final dressing as per designed section including re-handlingand disposal of excavated earth in layers 20 cm on embankments etc. withcost of dewatering wherever required, and complete in all respect

Sqm 24.00

21 Benching base and disposal of the excavated material including dressing etc.complete within initial lead up to 50m and lift up to 1.5m

Cum 69.00

22 Labour charges including watering for puddle work to obtain minimum drydensity as 90 % of M.D.D.

Cum 83.00

23 Construction of earthen dowel 0.50m top width and 0.40m height (area 0.40sqm) including ramming, watering, & dressing etc. complete with all leadand lift.

Per RM 108.00

24 Dressing of uneven embankment in required profile Sqm 10.0025 Scrapping of grass and shrubs Sqm 4.0026 Ploughing and picking of surface of old embankment / 10 sqm 3.4027 Threading / turfing of grass on slopes of bunds etc. in rows 15 cm centre to

centre in each direction including Ploughing, levelling, breaking of clods,and removal of stones etc. if required including maintenance for 30 days ormore till the grass develops fully with all leads and lifts complete.

Sqm 69.00

17

19


TONK DISTRICT



RateItem UnitS.No.28 Repairs of rain cuts, gullies etc. on bunds embankments, canals and other

petty works. extra on

basic20%

Watering of earth including cost of carriage of water when source of water is

(a) up to 1 Km Cum 9.10(b) Beyond 1 Km but up to 5 Km extra per Km Cum 3.70(c) Extra for every subsequent 1 Km or part thereof when source is more than 5

KmCum 2.80

30 Add extra for earth taken from private land with all lead and lift, land to bearrangged by contractor through private negotiations. Item applicable oncertification by E.E. that no Government land is available with 250 metersfrom borrow area.

Cum 35.00

31 Supplying and laying sand of grade as per design requirement in requiredprofile including all lead & lifts.This item is to be used only for laying filter / inverted filter

Cum 978.00

Supplying and laying aggregate in layers and profile as specified includingall leads & lifts. This item is to be used only for laying filter / inverted filter

(a) Broken ballast 40 to 80 mm size Cum 814.00(b) Broken ballast 20 to 40 mm size Cum 1011.00(c) River gravel 40 to 80 mm size Cum 712.00(d) River gravel 20 to 40 mm size Cum 886.00(e) River gravel up to 20 mm size Cum 944.00

33 Dry boulder filling in required profile with filling of voids etc. completeincluding all lead & lifts, and well finished surface

Cum 1119.00

34 Supplying and laying quarry spalls properly graded but not more than 10cmin size with spreading in required profile including all leads & lifts

Cum 561.00

R. R. stone pitching, hammer dressed with packing of voids from smallstones including all lead & lifts, in required profile of

(a) 45 cm thickness in two layers (± 5 % thickness tolerance) Cum 1627.00

(b) 30 cm thickness (± 5 % thickness tolerance) Cum 1555.00(c) 23 cm thickness (± 5 % thickness tolerance) Cum 1424.00

Rip rap stone laying in required profile properly hand packed using stone ofspecified size including all lead & lifts

(a) 23 cm thickness (± 5 % thickness tolerance) Cum 1352.00

(b) 30 cm thickness (± 5 % thickness tolerance) Cum 1410.00(a) Dumped rip rap in required profile using rock fragment of specified sizes &

propositions including cost of excavation with all lifts and lead up to ½ km(average thickness of rip rap 50 cms or more)

Cum 916.00

(b) Deduct from item no 36 (a) if only laying is to be done Cum 837.00( C) Extra charges over item no. 36 a, 36 b for subsequent lead above 1/2 km as per item no. 11 c of

part A of this chapter

35

32

PART C : PROTECTION WORK

36

37

29


TONK DISTRICT



RateItem UnitS.No.38 Protection Geotextile Non-woven : 400 GSM (NG2)

Non-woven Geotextile (NG-2) for protection: Supply of ProtectionGeotextile made up of 100% virgin Polypropylerne staple Fibres withneedle punching process, having Mass per unit area 400 g/sqm as perENISO 9864, CBR Puncture Strength of 4000 N as per ENISO 12236,wide width tensile mass per unit area 26.5/32 KN/m as per ENISO 10319,wide width elongation at break strength (MD/CD) 50/50% as perENISO10319, dynamic performance resistance cone drop 10mm as perENISO 13433, permittivity/flow rate 20 10-3m/s as per ENISO 11058 andapparent opening size (AOS) 0.075mm as per ENISO 12956, UVResistance @ 500 Hours > 70% as per relevant ENISO standards completeat site. Test of Non woven Geotextile NG 2 shall be done as per specification of

ENISO standards from independent approved lab.

/Sqm 80.00

39 Geotextile Layer for Filtration: 250 GSM (NG1)Supply of Filtration Geotextile made up of 100% virgin Polypropylernestaple Fibres with needle punching process, having Mass per unit area 250g/sqm as per EN ISO 9864, CBR Puncture Strength of 2300 N as per ENISO 12236, wide width tensile mass per unit area KN/m as per ENISO10319 15.8/18.5, wide with elongation at break strength (MD/CD) 50/50%as per ENISO 10319 UV Resistance @ 500 Hours > 70% as per ENISO,Apparent Opening Size 0.075 mm as per ENISO 12956 & Water Flow Rate35 l0-3 m /s as per ENISO11058, dynamic performance resistance-conedrop 22mm as per ENISO 13433 complete at site. Test of NonwovenGeotextile NG 1 shall be done as per specification of ENISO standards fromindependent approved lab.

/Sqm 50.00

40 Geotextile Layer for Filtration: 100-125 GSM (NG3)Non-woven Geotextile (NG-3) for protection: Supply of ProtectionGeotextile made up of 100% virgin Polypropylerne staple Fibres withneedle punching process, having Mass per unit area 100-125 g/sqm as perENISO 9864, CBR Puncture Strength (CBR)of 1000 N as per ENISO12236, wide width tensile mass per unit area 6/7.5 KN/m as per ENISO10319, dynamic performance resistance cone drop 335 mm as per ENISO13433, and UV Resistance @ 500 Hours > 70% as per relevant ENISOstandards complete at site. Test of Non woven Geotextile NG 3 shall be done as per specification ofENISO standards from independent approved lab.

/Sqm 25.00

41 750micron thick HDPE Geomembrane as waterproofing layer:750 micron thick HDPE Geomembrane textured (Both side) aswaterproofing layer: Supply of HDPE liner 1 mm thickness manufactured asper GRI GM 13 standards complete at site. Testing of HDPE Geo membraneshould be done as per specifications of GRIGM 13 from independentapproved lab.

/Sqm 140.00

42 1mm thick HDPE Geomembrane as waterproofing layer:1mm thick HDPE Geomembrane textured (Both side) as waterproofinglayer: Supply of HDPE liner 1 mm thickness manufactured as per GRI GM13 standards complete at site. Testing of HDPE Geo membrane should bedone as per specifications of GRIGM 13 from independent approved lab.

/Sqm 196.00


TONK DISTRICT



RateItem UnitS.No.43 1.5 mm thick HDPE Geomembrane as waterproofing layer:

1.5 mm thick HDPE Geomembrane textured (Both side) as waterproofinglayer: Supply of HDPE liner 1 mm thickness manufactured as per GRI GM13 standards complete at site. Testing of HDPE Geo membrane should bedone as per specifications of GRIGM 13 from independent approved lab.

/Sqm 280.00

44 2.0 mm thick HDPE Geomembrane as waterproofing layer:2.0 mm thick HDPE Geomembrane textured (Both side) as waterproofinglayer: Supply of HDPE liner 1 mm thickness manufactured as per GRI GM13 standards complete at site. Testing of HDPE Geo membrane should bedone as per specifications of GRIGM 13 from independent approved lab.

/Sqm 350.00

45 Laying, welding & testing of 1mm HDPE Liner /Sqm 14.0046 Laying & Stitching of 400 GSM protection Geotextile /Sqm 6.00

47 Laying & Stitching of filter geotextile 250 GSM /Sqm 6.00

48 Laying & Stitching of Protection geotextile 125 GSM /Sqm 6.00

49 Spreading of quarry rubbish / spalls to required grade & camber in layersnot exceeding 15 cm. thickness (loose) as per specifications includingdressing etc. complete.

/ cum 29.00

50 Spreading & consolidation of quarry rubbish / spalls to required grade &camber in layers not exceeding 15 cm. thickness (loose) by road roller as perspecifications including dressing etc. complete.

/ cum 62.00

51 Survey and rehabilitation work of existing water course including jungleclearance, cutting and uprooting of trees. Earth work in excavation /embankment for restoration of sector, clearance of silt dressing and manualcompaction of earth work etc. complete in all respect.

Per KM 29405.00

52 Construction of single nakka as per drawing and specifications shown intypical drawing using PCC (1:3:6) M-10, A20, in foundation below Nakkawall & random rubble masonry in cement sand mortar 1:6 having plaster20mm thick and 50mm thick cement concrete (1:2:4) coping in M-15, A-20. Supplying and fixing of Nakka gate with two frames and one shuttercomplete in all respect.

Each 3081.00

53 Construction of Double nakka as per drawing and specifications shown intypical drawing using PCC (1:3:6) M-10, A20, in foundation below Nakkawall & random rubble masonry in cement sand mortar 1:6 having plaster20mm thick and 50mm thick cement concrete (1:2:4) coping in M-15, A-20. Supplying and fixing of Nakka gate with four frames and one shuttercomplete in all respect.

Each 3531.00

54 Construction of CD works as per drawing and specifications shown intypical drawing using PCC (1:3:6) M-10-A-20, in foundation below walls &WC bed , random rubble masonry in cement sand mortar 1:6 having plaster20mm thick in cement sand mortar 1:3 on wall and cement concrete (1:2:4)M-15,A-20 50mm thick and providing laying & fixing in position RCCspun or Hume pipe 450mm NP-2.

Each 13263.00

PART – E CONSTRUCTION OF WATER COURSE :-

PART – D QUARRY RUBBISH / SPALL :-


TONK DISTRICT

20 MORTAR

NOTES:1

2

3

4

5

1 Cement mortar 1 : 6 including all leads of all construction materials. (1 Cementand 6 sand) Cum 2201.00

2 Cement mortar 1 : 5 (1 Cement and 5 sand) including all leads of all constructionmaterials. Cum 2426.00




6 Add extra over item No. 1 to 5 in case weigh batching is adopted Cum 79.00

7 Mud mortar including all leads of all construction materials. Cum 406.00

CHAPTER VI

MORTAR

These rates are at work site exclusive of all taxes, GST, Contractor's profit, overheads & royalty etc.unless otherwise specified.

The rates given below are complete rates and include all leads of the construction material.

Rates are inclusive of cost of water, grinding, mixing of mortar by mechanical mixer and requiredT&P unless other wise mentioned.

The proportions of various ingredients in the item are by volume batching.

Rate in Rs.

For only petty works mannual mixing of the mortar will be allowed, Petty work is defined wheretotal mortar consumption in a single work order is note more then 5 cum.

S. No. Item Unit


TONK DISTRICT

21 MASONRY

1

23

4

5iii

67

Random rubble stone masonry (using R. R. stones where 75 % stonesto be not less than 15 cm in size in any direction and weighing not lessthan 23 kg.) for foundation including curing with all leads of allconstruction materials including curing etc. complete.

(a) In cement sand mortar 1:3 Cum 3834.00(b) In cement sand mortar 1:4 Cum 3550.00(c) In cement sand mortar 1:5 Cum 3387.00(d) In cement sand mortar 1:6 Cum 3270.00(e) In cement sand mortar 1:8 Cum 3139.00

2 R.R. stone Masonry Kharanja with proper packing of chipping stonesusing hammer as per IS specification (using R. R. stones where 75 %stones to be not less than 15 cm in size in any direction and weighingnot less than 23 kg.) for foundation including all leads of allconstruction materials including curing etc. complete in 1: 6 CementMortar

Cum 3324.00

Coursed stone Kharanja masonry (using hammer dressed stones notless than 20 cm in any direction and at least 50 % stones to be morethan 23 cm in depth) up to 0.5 thickness on top of exposed face,including all leads of all construction materials including curing etc.complete.

(a) In cement sand mortar 1:3 Cum 5779.00(b) In cement sand mortar 1:4 Cum 5679.00(c) In cement sand mortar 1:5 Cum 5535.00(d) In cement sand mortar 1:6 Cum 5434.00(e) In cement sand mortar 1:8 Cum 5318.00

4 R. R. stone masonry in mud mortar including all leads of allconstruction materials.

Cum 2016.00

5 Dry stone masonry including all leads of all construction materials. Cum 1516.00

R. R. stone masonry (where 90 % stones weighing not less than 37.5kg and no dimension to be less than 23 cm.) for foundation includingall leads of all construction materials including curing etc. complete.

(a) In cement sand mortar 1:3 Cum 4070.00

1

6

3

CHAPTER VII

MASONRYNOTES

These rates are at work site inclusive of all taxes, GST, Contractor's profit, overheads &royalty etc. unless otherwise specified.

All rates in this chapter are inclusive of de-watering wherever required.These rates include lifts up to 5 meters from ground level upward & downward.

The labour rates are inclusive of laying, mixing of mortar by mechanical mixer, all T & P,scaffolding, curing and water charges etc. Masonry work will be considered as superstructure, for different structures as under :

Dam weir, wing wall and C.D. works etc. Canal :- The masonry executed above designed bed level.

S. No.

The masonry above apron level and or from the level where the batter starts.One full bag of cement is 50 kg by weight and 0.03481 cum by volume (standard).

ItemPART A : RANDOM RUBBLE, COURSED / KHARANJA STONE

In works involving coursed masonry, thickness of 0.30 m per coursed face shall only bepayable as coursed masonry and the rest will be paid as R. R. masonry. The rate is inclusiveof chisel dressing on all the four faces of stones.

Rate in RsUnit


TONK DISTRICT

22 MASONRY

S. No. Item Rate in RsUnit(b) In cement sand mortar 1:4 Cum 3787.00(c) In cement sand mortar 1:5 Cum 3623.00

(d) In cement sand mortar 1:6 Cum 3507.00Coursed stone masonry (using C.R. stone for face work duly hammerdressed on beds and all sides, the bed joints and faces chisel dressedfor at least 8 cm back from face and at least 4 cm from sides, heightnot less than 25 cm and weighing not less than 50 kg, 50 % stones tohave depth more than 45 cm and tail area not less than half the facearea) for foundation (up to 0.5 m thickness) including all leads of allconstruction materials including curing etc. complete.

(a) In cement sand mortar 1:3 Cum 5196.00(b) In cement sand mortar 1:4 Cum 4948.00

(c) In cement sand mortar 1:5 Cum 4804.00

Add extra over item no. 1 to 7 for

(a) Masonry work in superstructure Cum 171.00

(b) Thickness of wall upto 30 cm or less Cum 156.00

(c) Each subsequent height of 3.0 metre or part there-of above initial liftof 5.0 m from ground level (up ward and down ward) for dam workunder item no 6& 7.

Cum 264.00

(d) Each subsequent height of 3.0 metre or part thereof above initial lift of5.0 m from ground level (up ward and down ward) for item other than6 & 7.

Cum 192.00

Coursed stone Arch masonry (Using C.R. stones hammer dressed &size not less tham 20 cm x 20cm x 30cm) including all leads of allconstruction materials including curing etc. complete.

(a) In cement sand mortar 1:3 Cum 8540.00(b) In cement sand mortar 1:4 Cum 8279.00(c) In cement sand mortar 1:5 Cum 8127.00(d) In cement sand mortar 1:6 Cum 8020.00

Brick masonry (using well burnt clay bricks of size 230 x 110 x 70mm, class designation 75 as per specification) up to plinth includingall leads of all construction materials including curing etc. complete.

(a) In cement sand mortar 1:3 Cum 4965.00(b) In cement sand mortar 1:4 Cum 4787.00(c) In cement sand mortar 1:5 Cum 4685.00(d) In cement sand mortar 1:6 Cum 4612.00

Half Brick masonry (using well burnt clay bricks of size 230 x 110 x70 mm, class designation 75 as per specification) for partition wallincluding all leads of all construction materials including curing etc.complete.

(a) In cement sand mortar 1:3 Sqm 593.00(b) In cement sand mortar 1:4 Sqm 580.00

Brick masonry on edge (using well burnt clay bricks of size 230 x 110 x 70 mm, class designation 75 as per specification) for partition wallincluding all leads of all construction materials including curing etc.complete.

(a) In cement sand mortar 1:3 Sqm 489.00(b) In cement sand mortar 1:4 Sqm 475.00

PART C : BRICK MASONRY:

7

12

11

10

8

9PART B : ARCH MASONARY:


TONK DISTRICT

23 MASONRY

S. No. Item Rate in RsUnit13 Add extra for superstructure brick masonry on item no 10 Cum 171.00

Add extra if well burnt clay bricks (size 230x110x70 mm)classdesignation 100 as per specifications are to be used

(a) Over Item No. 10 Cum 365.40(b) Over Item No. 11 Sqm 37.80(c) Over Item No.12 Sqm 25.20

Deduct if common burnt clay bricks (size 230x110x70 mm) classdesignation 50 as per specifications are to be used are to be used.

(a) Over Item No. 10 Cum 156.60(b) Over Item No. 11 Sqm 16.20(c) Over Item No.12 Sqm 10.80

16 Add extra for each subsequent height of 3.0 metre or part thereofabove initial lift of 5.0 m from ground level (up ward and down ward)over item No 10

Cum 190.00

15

14


TONK DISTRICT

24 PLASTERING AND POINTING

1

2

3

4

5

CEMENT PLASTER1 Plaster in cement sand mortar 1:3 including racking of joints, smooth

finishing & curing etc. complete including all leads of all constructionmaterials of thickness:

(a) 25 mm To be used only for spillway block joints Sqm 289.00(b) 20 mm Sqm 248.00(c) 12mm Sqm 187.00(d) 6 mm Sqm 115.00

2 Plaster in cement sand mortar 1:4 including racking of joints, smoothfinishing & curing etc. complete including all leads of all constructionmaterials of thickness:

(a) 20 mm Sqm 232.00(b) 12mm Sqm 176.00

3 Plaster in cement sand mortar 1:5 including racking of joints, smoothfinishing & curing etc. complete including all leads of all constructionmaterials of thickness:

(a) 20 mm Sqm 223.00(b) 12mm Sqm 170.00

4 Plaster in cement sand mortar 1:6 including racking of joints, smoothfinishing & curing etc. complete including all leads of all constructionmaterials , of thickness:

(a) 20 mm Sqm 218.00(b) 12mm Sqm 166.00

5 Add extra over item no 1 to 4 used for repair of plaster including cutting thepatch in a uniform shape, racking and preparing surface including all leadsof all construction materials complete in all respect.

Sqm 10% of item rate

6 Finishing with neat cement (punning) including cost of cement and all leadsof all construction materials.

Sqm 35.00

7 Add extra over item no 1 to 4 for plaster done over ceiling. 20% of item rate

8 Add extra over item no 1 to 6 for plaster over spherical or groin ceiling. 25% of item rate

9 Making grooves as per design in plaster 10 mm to 20 mm wide. metre. 7.50

10 Making lining out on plaster to imitate stone or concrete blocks walling. Sqm 40.00

These rates are at work site inclusive of all taxes, GST, Contractor's profit, overheads & royaltyetc. unless otherwise specified.

CHAPTER - VIII

PLASTERING AND POINTINGNOTES

The rates are for complete work including racking of joints, curing, grinding, mixing of mortar bymechanical mixer, finishing, T&P, scaffolding and cost of material.

The rate covers protection of all places and things, requiring protection and cleaning of all suchplaces and things of all dropping and splashes of mortar etc.

The rates in this chapter are inclusive of de-watering wherever required.

S. No. Item Unit Rate in Rs

25 mm plaster ( 1:3 ) is to be used for only block joint for spillway work, 20 mm thick plaster is tobe used for RR Masonry and 12 mm thick plaster is to be used for brick masonry


TONK DISTRICT

25 PLASTERING AND POINTING

S. No. Item Unit Rate in Rs11 Add extra over item No. 1 to 4 for height from more than 5 m from base /

floor level of structure / building for every additional height of 3.0 m or partthereof (upward & downward).

10% of item rate

12 Add extra for plastering on circular work not exceeding 6 m in radius. 10% of item rate

POINTING13 Flush or ruled pointing on stone masonry including racking of joints and

curing etc. complete including all leads of all construction materials inmortar ratio.

(a) In Cement sand mortar 1:3 Sqm 113.00(b) In Cement sand mortar 1:4 Sqm 110.00

14 Raised and cut pointing on stone masonry including racking of joints andcuring etc. complete including all leads of all construction materials inmortar ratio.

(a) Cement sand mortar 1:3 Sqm 174.00

(b) Cement sand mortar 1:4 Sqm 170.0015 Add extra over item No. 13 to 14 for height from more than 5 m from base /

floor level of structure / building for every additional height of 3.0 m or partthere-of (upward & downward).

10% of item rate

( c)


TONK DISTRICT

26 CONCRETE CANAL LINING

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

For Nominal mix concreting work, the coarse aggregates and fine aggregates will be measuredby the standard boxes and cement by bag. The boxes should be designed for 1/2 bag,1 bag etc.of cement.

Use of nominal mix of concrete 1:2:4 & 1:1.5:3 is allowed only for petty works or with thepermission of Engineer incharge issued with proper justification for use of nominal mix.

For Design mix, the producer / manufacturer / contractor shall obtain mix proportions of eachgrade of concrete from a recognized laboratory approved by zonal chief engineer and submitdetail to the Engineer-in-charge for approval.

Concrete of any particular design mix and grade shall be produced / manufactured by weightbatched hopper mechnical mixer with assigned capacity of mixing drum as directed by Engineer-in-charge. If any change required in the approved Job Mix design ingredient, Fresh Job Mix design shall beobtain by the contractor from approved lab and shall be got approved from Engineer-in-charge

The rates in this chapter are inclusive of de-watering wherever required. But in cases wherevercontinuous base flow / surface flow persist in the working area @ more than 30 lps then thepayment of dewatering can be allowed after verifying by superintending engineer and priorapproval of the concerned zonal ACE/ CE.

Proportion of ingredients in concrete will be governed by mix design. No adjustment will bemade in rate due to change in proportion of ingredients other than cement butdeduction/addition of cement will be made in concrete @ Rs 5.80 per Kg for lesser/excessrequirment of cement per cum of concrete. Cement consumption in Mix design to be incoherance of maximum limit of 450 kg suggested by latest relevent IS-456 code, no extrapayment shall be paid above the max limit of cement suggested by latest IS code or revisions.

CHAPTER IX

CONCRETE & CANAL LINING

NOTESThese rates are at work site inclusive of all leads, all taxes, GST, Contractor's profit, overheads ,panchayat tax & royalty etc. unless otherwise specified.

For Part-A, rates are excluding the cost of centering, shuttering and form work required forconcreting. For Part-B (Canal Lining), rates are inclusive of cost of centering, shuttering andform work required for concreting.

The rate for R.C.C. work is inclusive of cost of providing cement mortar covers Blocks. Therates for centering includes placement of cover blocks.

No R.C.C. work shall be permitted without the use of mechanical mixer by hopper and vibrator.

Concrete of any particular design mix and grade shall be produced / manufactured by weightbatched hopper mechnical mixer with assigned capacity of mixing drum as directed by Engineer-in-charge.

The Concrete for all grade shall be produced in conformation to the laid down procedures andall relevant clauses of IS 456 : 2000, IS 457 and other relevant IS code & Practices

Rates for complete work including required material components, admixture, laying,compaction, vibration, curing and all types of T & P including vibrator, P.O.L. etc and grindingand mixing of mix/mortar.

These rates include lifts up to 5 meters from ground level upward and downward.


TONK DISTRICT


16

17

18

19

20

Rate in RsProviding and Laying in position of Cement concrete Design mix M-15including leads of all construction materials, plasticizers (if required),curing, compaction and finishing with rendering in cement sand mortar1:3 ( 1 cement : 3 coarse sand) and making good the joints excluding thecost of centering, shuttering and reinforcement. Well graded crusherbroken stone aggregate of maximum size upto (For mix design Cementcontent considered 320 kg/ cum of concrete)

(a) 150 mm Cum 4087.00(b) 80 mm Cum 4139.00(c) 40 mm Cum 4331.00(d) 20 mm Cum 4404.00

Providing and Laying in position of Cement concrete Design mix M-20including leads of all construction materials, plasticizers (if required),curing, compaction and finishing with rendering in cement sand mortar1:3 ( 1 cement : 3 coarse sand) and making good the joints excluding thecost of centering, shuttering and reinforcement. Well graded crusherbroken stone aggregate of maximum size upto(For mix design Cementcontent considered 400 kg/ cum of concrete)



(a) 150 mm Cum 4847.00(b) 80 mm Cum 4899.00(c) 40 mm Cum 5091.00

UnitItem

Whereever chemical curing is required for canal lining work then it is to be added as per item no23 during estimation

Admixtures (Accelerating, Retarding, Water Reducer, Air Entraining & Superplasticizing) are tobe used for mix design as per direction of Engineer in Charge

Use of fly ash will be permitted with permission of Superintending Engineer. Fly ash to be usedshould conform IS code 3812-1981 part-I and fineness as per IS code 269-1989. Percentage ofuse of fly ash will be directed by Superintending Engineer. Rates of concrete will be derivedafter replacing cement by fly ash as approved by Superintending Engineer. No extra labourcharges for mixing of fly ash shall be admissible.

Add extra with the permission of Superintending Engineer, 1. Rs 230.00 per cum of concrete ifcomputerised password protected composite weight-batching and mixing plant with suitablegreen concrete transportation mechanism or transit mixer is used 2. Rs 150.00 per cum ofconcrete if computerised mobile transit mixer (i.e Fiori) is used.3. Rs 90.00 per cum includingHire charges of pump, piping work & accessories etc. if concrete is to be placed by the pump.

Deduct from rate of concrete @ Rs 115 / cum, if weight Batching is not used with the priorpermission of Superintending Engineer.

PART A : CONCRETE WORK

2

1S. No.

3


TONK DISTRICT


Rate in RsUnitItemS. No.(d) 20 mm Cum 5164.00





Providing and Laying in position of Cement concrete Nominal mix(1:1.5:3) including leads of all construction materials, curing,compaction and finishing with rendering in cement sand mortar 1:3 (1cement : 3 coarse sand) and making good the joints excluding the costof centering, shuttering and reinforcement. Well graded crusher brokenstone aggregate of maximum size upto


Providing and Laying in position of Cement concrete Nominal mix(1:2:4) including leads of all construction materials, curing, compactionand finishing with rendering in cement sand mortar 1:3 (1 cement : 3coarse sand) and making good the joints excluding the cost of centering,shuttering and reinforcement. Well graded crusher broken stoneaggregate of maximum size upto



(a) 150 mm Cum 3558.00(b) 80 mm Cum 3611.00(c) 40 mm Cum 3825.00

7

8

6

5

4


TONK DISTRICT


Rate in RsUnitItemS. No.(d) 20 mm Cum 3905.00





11 Nominal mix of Plain Cement Concrete well mixed and laid in positionusing 20% max permissible limit of plums above 160 mm and up to450mm, including curing and finishing etc including all leads of allconstruction materials complete in all respect with well graded crusherbroken stone aggregate. The plums shall be distributed evenly and shallbe not closer than 150 mm from the surface.

11.1 PCC Nominal Mix 1:2:4 with plum, (a) Max size of Aggregate 80 mm, Cum 3807.00(b) Max size of Aggregate 40 mm, Cum 3976.00(c) Max size of Aggregate 20 mm Cum 4039.00

11.2 PCC Nominal Mix 1:3:6 with Plum(a) Max size of Aggregate 80 mm, Cum 3408.00(b) Max size of Aggregate 40 mm Cum 3584.00(c) Max size of Aggregate 20 mm Cum 3650.00

11.3 PCC Nominal Mix 1:4:8 with Plum(a) Max size of Aggregate 80 mm Cum 3147.00(b) Max size of Aggregate 40 mm, Cum 3323.00(c) Max size of Aggregate 20 mm, Cum 3389.00

11.4 PCC Nominal Mix 1:5:10(a) Max size of Aggregate 80 mm, Cum 3004.00(b) Max size of Aggregate 40 mm, Cum 3180.00(c) Max size of Aggregate 20 mm, Cum 3246.00

12 Add extra over labour rates for item No. 2 to 5 for II stage concrete forobstruction of II stage embedded parts & restricted working space.

(a) In Vertical/ radial block-outs Cum 572.6(b) In horizontal block-outs Cum 358

13 Add extra over item No. 1 to 7(a) For each subsequent height of 3.0 meter or part thereof above initial lift

of 5.0 m from ground level. (upward and downward)Cum

135.00

(b) Add Extra for RCC work for Retaining wall, wing wall, returns, dividewall, Pier,

Cum 160.00

9

10


TONK DISTRICT


Rate in RsUnitItemS. No.(c) Add Extra for for RCC work for Bed Plate, Girder, Slab etc in suspended

formCum 145.00

(d) Add Extra for for RCC work for sluice well, intake, pump house, Arch,Ogee

Cum 190.00

(e) Add Extra for for RCC work for tunneling, chute block, basin block, endsill, dented end sill etc

Cum 220.00

(f) Extra labour charges if concreting is done on water retaining structures Cum 166.00

Preparation and dressing the sub grade including removal ofirregularities up to 7.5 cm in soil, morrum mixed with pebbles, smallboulders and and kankar & murrum for

(a) Bed Sqm 7.30(b) Side slopes Sqm 9.60

Preparation and dressing the sub grade including removal ofirregularities up to 7.5 cm in soft rock & similar type of strata for

(a) Bed Sqm 10.50(b) Side slopes Sqm 13.50

Cement concrete lining of nominal mix (1:3:6) with upto 20 mm sizewell graded crusher broken stone aggregate laid as per specificationsincluding all leads of all construction materials including rendering,compaction and curing etc. complete for canal bed of thickness.

(a) 10 cm Sqm 464.00(b) 7.5 cm Sqm 356.00

Cement concrete lining of nominal mix (1:3:6) with upto 20 mm sizewell graded crusher broken stone aggregate laid as per specificationsincluding all leads of all construction materials including rendering andcuring etc. complete for canal side lining of thickness.

Sqm

(a) 10 cm Sqm 509.40(b) 7.5 cm Sqm 399.40

Providing and laying cast in situ plain cement concrete lining of nominalmix (1:2:4) with upto 20 mm size well graded crusher broken stoneaggregate laid as per specifications including all leads of all constructionmaterials including rendering, compaction and curing etc. complete forcanal bed of thickness.(To be used with prior permission of Engineer inCharge)

(a) 10 cm Sqm 647.00(b) 7.5 cm Sqm 514.00

Providing and laying cast in situ plain cement concrete lining of nominalmix (1:2:4) with upto 20 mm size well graded crusher broken stoneaggregate laid as per specifications including all leads of all constructionmaterials including rendering and curing etc. complete for canal sidelining of thickness.(To be used with prior permission of Engineer inCharge)

Sqm

(a) 10 cm Sqm 740.50(b) 7.5 cm Sqm 598.00

PART B : CANAL LINING

17

18

19

16

15

14


TONK DISTRICT


Rate in RsUnitItemS. No.Providing and laying cast in situ plain cement concrete design mix M-15grade for lining, using well graded crusher broken aggregate ofmaximum nominal size 20 mm conforming to IS:383-1970, includingproportioning of the ingredients by weigh batching and mixing bymechanical mixer including finishing of concrete lining, cutting ofgrooves for construction joints, complete as per specification with allleads and lifts of construction material complete for canal bed ofthickness.

(a) 10 cm Sqm 517.00(b) 7.5 cm Sqm 401.00

Providing and laying cast in situ plain cement concrete design mix M-15grade for lining, using well graded crusher broken aggregate ofmaximum nominal size 20 mm conforming to IS-383-1970, includingproportioning of the ingredients by weigh batching and mixing bymechanical mixer including finishing of concrete lining, cutting ofgrooves for construction joints, complete as per specification with allleads and lifts of construction material complete for canal side ofthickness.

(a) 10 cm Sqm 562.00(b) 7.5 cm Sqm 446.00

22 Add extra over item no 16 to 21 for lining done by paver as perspecifications complete

Sqm 20%

23 Add extra over item no 16 to 21 for placement of cement concrete liningwith acrow type (or equivalent) steel slip form gantry.

Sqm 10%

Add extra over item no 16 to 21 if super sulphate Cement is to be usedfor lining of canal Bed & Sides

a 100 mm thick CC lining Sqm 26.00b 75 mm thick CC lining Sqm 19.00

25 Add Extra over item no 16 to 21 if two coat of water based chemicalcuring is used for sides of canal lining

Sqm 30.00

Canal lining with hydraulic compressed pre-cast cement concrete M15tiles of size 300 x 300 x 40 mm laid over 12 mm (av.) thick subgradecement plaster in CM (1:6) , 12 mm thick sandwich plaster in CM 1:5and 6 mm thick jointing mortar in cement mortar (1:3) etc. includingcuring and all leads& lift of all construction materials complete in allrespect

(a) In bed. Sqm 489.00(b) In sides Sqm 516.00

Canal lining with hydraulic compressed pre-cast slab of cement concreteM15 tiles of size 300 x 150 x 40 mm laid over 12 mm (av.) thicksubgrade cement plaster in CM (1:6) , 12 mm thick jointing sandwichplaster in CM 1:5 and 6 mm thick jointing mortar in cement mortar (1:3)etc. including curing and all leads& lift of all construction materialscomplete in all respect

(a) In bed. Sqm 602.00(b) In sides Sqm 629.00

21

20

24

27

26


TONK DISTRICT


Rate in RsUnitItemS. No.Providing and laying canal lining with mechanically vibrated 300 x 300x 50 mm PCC blocks made from concrete mix 1:2:4, A20 including allleads and lifts of material, curing, stacking, loading, unloading &transportation of blocks from manufacturing site to lining site. Single tilelining consisting of 12 mm thick cement mortar (1:6) plaster on sub-grade, 12 mm thick sandwich plaster in cement mortar (1:5) over subgrade & 50 mm thick tile lining in cement mortar (1:3) laid over 6 mmthick mortar layer in cement mortar (1:3) & jointing mortar 1:3 includingcuring, all leads of all construction materials and machinery chargeswith mixture vibration etc., complete as per technical specifications

a In bed Sqm 556.00b In sides Sqm 586.00

Providing and laying canal lining with mechanically vibrated 300 x 150x 50 mm PCC blocks made from concrete mix 1:2:4, A20 including allleads and lifts of material, curing, stacking, loading, unloading &transportation of blocks from manufacturing site to lining site. Single tilelining consisting of 12 mm thick cement mortar (1:6) plaster on sub-grade, 12 mm thick sandwich plaster in cement mortar (1:5) over subgrade & 50 mm thick tile lining in cement mortar (1:3) laid over 6 mmthick mortar layer in cement mortar (1:3) including curing, all leads ofall construction materials, curing charges and machinery charges withmixture vibration etc., complete as per technical specifications.


Providing and laying double tile canal lining with mechanically vibrated300 x 300 x 50 mm PCC blocks made from concrete mix 1:2:4, A20including all leads and lifts of material, curing, stacking, loading,unloading & transportation of blocks from manufacturing site to liningsite. First layer of 50 mm thick PCC tile to be laid in 6mm thick jointingcement mortar (1:5) and side jointing cement mortar 1:3 over 10 mmthick cement mortar (1:6) . Second layer of PCC blocks is to be laid inCM 1:3 over 16 mm sanwitch plaster in CM (1:4) and over that 6 mmthick cement jointing mortar 1:3 (Bottom & side ) including curing, allleads of all construction materials complete as per specifications.


Providing and laying double tile canal lining with mechanically vibrated300 x 150 x 50 mm PCC blocks made from concrete mix 1:2:4, A20including all leads and lifts of material, curing, stacking, loading,unloading & transportation of blocks from manufacturing site to liningsite. First layer of 50 mm thick PCC tile to be laid in 6mm thick jointingcement mortar (1:5) and side jointing cement mortar 1:3 over 10 mmthick cement mortar (1:6) . Second layer of PCC blocks is to be laid inCM 1:3 over 16 mm sanwitch plaster in CM (1:4) and over that 6 mmthick cement jointing mortar 1:3 (Bottom & side ) including curing, allleads of all construction materials complete as per specifications.


28

30

29

31


TONK DISTRICT


Rate in RsUnitItemS. No.Brick masonry lining consisting of 12 mm thick plaster in cement mortar(1:6) on sub grade, 16 mm thick sandwich plaster in cement mortar (1:3)over base plaster & 70 mm thick brick masonry in cement mortar (1:3)laid over 6 mm thick mortar layer in cement mortar (1:3) includingcuring etc. including all leads of construction materials complete as perspecifications.

(a) In bed 10 Sqm 3313.00(b) In sides 10 Sqm 3492.00

P&F precast dense cement concrete (vibro pressed) drains section blockof different size as per approved drawing and design and strength as perIS Code 2185-1979 part – I of grade "D" (5mm2) proper quality ofadditive/ admixture like plasticizer etc added to produce high quality anddurable drain section blocks of required shape as per approved designand drawing complete with fixing and joining in cement mortar 1:4 inproper grade and level complete in all respect including dressing of earthwork and disposal of surplus earth within 0.5 Km lead .

a. 40 mm thick Sqm 696.00b. up to 60 mm thick Sqm 840.00c. up to 80 mm thick Sqm 1025.00

Providing and laying cast in situ concrete sleepers 15 cm x 7.5 cm in bedin cement concrete (1:3:6) with maximum size of crusher broken stoneaggregate upto 20 mm well graded including all leads of all constructionmaterials including curing, finishing & form work etc. complete as perspecification for:

(a) In bed RM 48.00(b) In sides RM 52.00A Filling of construction joints with Bitumen based sealing compound,

including painting the concrete sleepers below lining and sides of liningpanel as per specification provided in IS: 3384-1986 and all leads of allconstruction materials including cost of sealing compound, complete inall respect.

RM 55.00

B Filling of construction joints with Bitumen based sealing compoundlining in the grove as per IS made by cutter upto the 1/3 depth ofconcrete lining as per specification provided in IS: 3384-1986 and allleads of all construction materials including cost of sealing compound,complete in all respect.

RM 72.00

36 Extra charges for water spray by nozzle on sub grade of canal includingbed and side slopes before laying plain concrete for lining work. Sqm 2.00

37 Providing and laying under drainage below canal lining consisting ofporus concrete of mix ratio 1:4 (1 cement: 4 course aggregate) 75 mmdiametre, 300 mm long supported by 75 mm thick layer of coarseaggregate 12.5 mm to 40 mm size and 50 mm thick layer of sand.

Each 110.00

38 Providing and laying 75mm thick sand layer in bed (over clays subgrade) duly stabilized with cement slurry (1:20) including all leads andlift of material.

Sqm 115.00

39 Providing and laying 75mm thick sand layer on side slope (over clayssub grade) duly stabilized with cement slurry (1:10) including all leadsand lift of material.

Sqm 148.00

33

34

35

32


TONK DISTRICT


Rate in RsUnitItemS. No.Providing and laying CNS (Cohesive non swelling) layer below PCCblock / CC lining in required thickness comprising of clay silt and gravelmixed in desired ratio including excavation in borrow area / quarry,transportation to work site with all leads and lifts of all ingredients,mixing homogeneously by suitable method, laying in layers of 15-20 cmwatering and compaction by mechanical vibro compactor to achieve adensity of 98 % of standard proctor's density including dewateringwhenever necessary and complete as per technical specifications.Ingredients of CNS layers are: -

(i) clay 20% (ii) Silt 35%(iii) Sand 40%(iv) gravel 5% Cum 524.0041 Labour charges for laying & spreading of LDPE / HDPE film of 250

micron on bed and sides including jointing etc. complete as perspecifications excluding cost of LDPE film and including cost ofoverlapping and cost of adhesive tape etc. with transportation chargesupto work site complete.

Sqm 32.00

40


TONK DISTRICT

35 CENTERING, SHUTTERING AND R.C.C.

NOTES1

2

3

4

5

6

7

8

910

Item Unit Rate in RsSide shuttering including propping etc. complete (to achieve finish F 2for :

a Block joints of foundation stilling basins buckets, aprons etc. (non -suspended horizontally laid mass concrete) Sqm 127.00

b Top or intermediate bed plates, in between masonry or piers, abutmentssluice wells etc. Sqm 149.00

2 Retaining wall, counterfort, abutment, wing walls up stream or down-stream slope facings of dams and open faces of construction joints etc. Sqm 173.00

3 Curved edges or sides of special shapes like baffle or chute blocks, endsills, Basin Block, projected copings, extended sills, curved surfacesarches, circular ducts etc.

Sqm 280.00

4 Centering and shuttering for slabs, beams, lintels Columns, trough withor without caps and base including propping and remove Sqm 180.00

5 Centering and shuttering for piers, galleries, barrels, intake well, sluicewell upto 5.0m height from base/floor level (To achieve F2 finish) Sqm 290.00

6 Add extra over item No. 2 to 5 for centering and shutterring for eachadditional 1 m height or part thereof above initial height of 5.0m frombase/floor level.

Sqm 18.00

The shuttering shall be removed after required time as per instructions of Engineer- In-Charge and IS: 456The rates are inclusive of providing plastic or cement mortar cover blocks for reinforcementand placing thereof at appropriate places properly.

The rates for centering and shuttering are for steel/ plywood shuttering for complete workincluding, centering shuttering, nails, nut bolts and other such items required to preventbulging or leaking of concrete etc.

CHAPTER -X

CENTERING, SHUTTERING AND R.C.C.

The following rates are inclusive of all taxes, levies, Contractor's profit & royalty etc.

The rates are for complete items including all leads & lifts of material except otherwisestated.The basic rate for reinforced cement concrete will be the same as those for plain cementconcrete but an extra provision as per item No.11 shall be allowed to the respective items tomeet additional expenses on account of obstructions in laying and placing of concrete due toreinforcement.

1

No deduction shall be made for weep holes, grout pipes etc. wherever required to be left inC.C. and no payment on accounts of extra labour shall be made for leaving such pipes orholes.Necessary arrangements for even and safe load distrtibution to ground level and rigidness ofprops are inlcusive in the rates for centering and shuttering.For details of Finishes F1,F2, F3, & F4 please refer Annexure XI.The rates in this chapter are inclusive of de-watering wherever required.

S.No.


TONK DISTRICT

36 CENTERING, SHUTTERING AND R.C.C.

Item Unit Rate in RsS.No.Centering and shuttering for 2nd stage concrete for F2 finish)

a For vertical blocks outs Sqm 260.00b For radial/inclined block outs Sqm 290.00

Add/Deduct as undera Add extra on item No.1to 5 in case F3 or F4 finish is required Sqm 25%b Deduct over item No.1 to 5 if finish F1 is required Sqm 20%c Deduct over item No.1to 5 if shuttering plates are provided by

department Sqm 25%

d Deduct over 1 to 5 if only propping is to be done (excluding planking)to provide rigid support to existing surface. Sqm 40%

a Supply & fixing of copper strip (95% to 98% purity) of 35 cm wide and16 gauge in construction joints of RCC works including cutting,grooving in Z or V shape and gas welding etc. complete.

R.M. 2400.00

b Supply & fixing 6 mm thick rubber water seal of approved quality inconstruction/contraction joints as per drawing complete in all respect.

(i) 200 mm wide R.M. 450.00(ii) 305 mm wide R.M. 575.00c Supply & fixing 6 mm thick PVC water seal of approved quality in

construction/contraction joint as per drawing complete in all respect.

(i) 200 mm wide R.M. 550.00(ii) 305 mm wide R.M. 700.00

10 Steel shuttering for precasting R.C.C. members for railing of bridgeswith all lifts complete.(Area of railing) Sqm 320.00

a Labour charges for steel reinforcement including bending, binding, andplacing in position all reinforcement as per drawing including cost ofbinding wire and all leads and lifts.

Sqm 11.00

b Supplying of M.S. reionforcement including labour charges for bendingbinding and placing in position all reinforcement as per drawingincluding cost of binding wire and all leads and lifts using.

i Plain bars (IS:432-1982) Kg. 62.00ii Tor or ribbed bars (IS :1786-1985) Kg. 72.00

Extra labour charges for RCC due to obstruction in laying and placingthe reinforced cement concrete due to reinforcement.

a In foundation rafts, beams, columns bases stilling basins, buckets,aprons etc. (non suspended horizontally laid mass concrete) Cum 124.00

b Columns, slabs, cantilevers projections staircases, lintels, beams,chajjas, Retaining walls, piers, abutments, galleries, arch covers, bedplates, sluice capstan bases etc.

Cum 175.00

c Aqueduct troughs, siphon conduits, box type sluice barrels, domesspiral shafts or stair cases ( thin walled section) and ogee crests, baffleor chute blocks, end sills, buckets, projects coping, extended sill etc. Cum 346.00

12

11

9

8

7


TONK DISTRICT

37 FOUNDATION AND SURFACE TREATMENT

(1)

(2)

(3)Item Unit Rate in Rs.

Note- These rates for complete job and also includes maintaining andfurnishing of all data, test result and consumption statement in prescribedformats.

a Drilling holes of 35 mm diameter for anchor rods.i) Upto 1.50 m. depth meter 108.00ii) Beyond 1.5 m. for each subsequent metre meter 152.00

b Labour charges for Fixing of anchor bars in neat cement grout including cost ofcement and curing etc. complete Each 191.00

c Supply of Tor steel anchor bars of required diameter, length and shape at site ofwork complete. Kg 59.00

Drilling 35 mm.to 48 mm. Dia holes in all types of rock or artificial hardmaterial like concrete or masonary for consolidation/ curtain grouting in stagesby percussion drilling including cost of drilling equipment, compressed air,water etc. complete & re-drilling in the hole through set grout, if required.

a Up to 5 m. depth meter 690.00b From 5 to 10 m depth meter 1046.00c From 10 to 15 m depth meter 1512.00d From 15 to 20 m depth meter 2184.00e From 20 to 25 m depth meter 2664.00f Beyond 25 m depth meter 3271.00

Drilling more than 48 mm but upto 76 mm dia, holes in all types of rock orartificial hard material like concrete or masonry for consolidation/ curtaingrouting in stages by percussion drilling including cost of drilling equipment,compressed air, water etc. complete and re-drilling in the hole through set groutif required.


Drilling 35 mm to 48 mm dia, holes in over burden hard soil compacted earth,morrum etc. for consolidation / curtain grouting in stages by percussion drillingincluding cost of drilling equipment, compressed air, water etc. complete and re-drilling in the hole through set grout if required.

a Up to 5 m. depth meter 540.00b From 5 to 10 m depth meter 695.00c From 10 to 15 m depth meter 865.00

S.No.PART A: FOUNDATION TREATMENT

CHAPTER - XI

FOUNDATION AND SURFACE TREATMENT

NOTE:-Provision of any item of this chapter in an estimate should only be taken after obtaining written permission of the Superintending Engineer.

These rates are at work site inclusive of all leads and lifts and also inclusive of all taxes, levies, Contractor's profit and royalty etc.The rates in this chapter are inclusive of de-watering wherever required.

3

2

1

4


TONK DISTRICT


Item Unit Rate in Rs.S.No.d From 15 to 20 m depth meter 1235.00e From 20 to 25 m depth meter 1370.00f Beyond 25 m depth meter 1640.00

Drilling more than 48 mm but upto 76 mm dia, holes in over burden hard soilcompacted earth, morrum etc. for consolidation / curtain grouting in stages bypercussion drilling including cost of drilling equipment, compressed air, wateretc. complete and re-drilling in the hole through set grout if required.


6 Supplying and lowering into holes and fixing of casing pipes of suitablediameter to enable drilling of minimum 48 mm dia grout holes. meter 865.00

7 Washing and open flushing of drilled holes by alternate jet of air and waterunder pressure prior to pressure washing and flushing or grout after stagegrouting including cost of equipment, compressed air and etc. complete.

Hole / Stage 547.00

8 Normal pressure washing of drilled hole in stages in approved pattern forcleaning of clay, soil and other filler materials from the seams and joints in thefoundation rock by establishing connections under pressure with air & waterincluding cost of equipment, accessories compressed air, water, labour,admixtures if any required etc. complete as per specification.

Hole / Stage 1160.00

9 Grouting of drilled holes minimum 35 mm dia with or without packers withcement/ clay and or chemicals (in the form of slurry with water) in prescribedratio till refusal including cost of grouting equipment, compressed air and water etc. complete but excluding cost of cement, clay and chemicals (only dryweight of ingredients excluding chemicals to be considered ) with a workingpressure upto 15 kg/Cm2 (Dry cement consumption)

M.T. 9131.00

10 Conducting water intake test in test holes under pressure for determiningpermeability before or after grouting including cost of equipment and water etc.complete

Each 1107.00

Add extra if works are performed through drainage gallerya Over item No.2, 3, 4 & 5 25%b Over item No. 7, 8 & 9 10%

PART B : PREPARATION OF FOUNDATION AND SURFACE TREATMENTPreparation of foundation of structure including removal of all loose stones, siltand final washing.

a By manual labour Sqm 23.00b By compressed air & water under pressure Sqm 70.00

13 Preparation of surface of existing concrete surface/ masonry in lime mortar/cement mortar including removal of organic deposit by washing with etchingcompound and use of wet sand blasting and final washing the surface with airand water jet including cost of all material and equipment required for thework complete.

Sqm 205.00

14 Prepration of old masonry surfaces before laying of further masonry or concrete over it by cleaning the surface and mortar joints with brushing and rakingfinally, washing by compressed air & water under pressure.

Sqm 105.00

12

11

5


TONK DISTRICT


Item Unit Rate in Rs.S.No.15 Chipping concrete surface, cleaning the exposed surface of steel and concrete

with wire brush, washing with water complete as per specifications excludingscaffolding etc.

Sqm 62.00

a 37 mm thick guniting with cement mortar (1:3) on concrete/masonry surfaceafter proper fixing of 9 gauge welded mesh of good quality rust free of size 50mm x 50 mm in two layers with anchors / clamps in stone masonry / concretecomplete in all respect on surface to be treated, after cleaning the surface bycompressed air & water under pressure and applying epoxy, Mortar is to beapplied with compressor having base layer of 12mm, and second layer of 25mm thickness, complete as per technical specification.

Sqm 1233.00

b 22 mm thick guniting with cement mortar (1:3) on concrete/masonry surfaceafter proper fixing of 9 gauge welded mesh of good quality rust free of size 50mm x 50 mm in one layers with anchors / clamps in stone masonry / concretecomplete in all respect on surface to be treated, after cleaning the surface bycompressed air & water under pressure and applying epoxy, Mortar is to beapplied with compressor having base layer of 12mm, and second layer of 25mm thickness, complete as per technical specification.

Sqm 832.00

a 37 mm thick shotcrete is to be applied after removal of defective concrete /masonry, cleaning of surface thoroughly, with compressor having base layer of12mm, and second layer of 25 mm thickness in cement concrete (1:2:1) afterproper fixing of 9 gauge welded mesh of good quality rust free of size 50 mmx 50 mm in two layers with anchors / clamps after cleaning the surface by wetsand blasting in stone masonry / concrete complete in all respect. Cementconcrete comprising of cement, sand, coarse aggregate, water and quick settingcompound in the proportion 1:2:1, sand and coarse aggregate conforming to IS383 and table no. 1 of IS;9012 respectively.

Sqm 1413.00

b 22 mm thick shotcrete is to be applied after removal of defective concrete /masonry, cleaning of surface thoroughly, with compressor in cement concrete(1:2:1) after proper fixing of 9 gauge welded mesh of good quality rust free ofsize 50 mm x 50 mm in one layers with anchors / clamps after cleaning thesurface by wet sand blasting in stone masonry / concrete complete in allrespect. Cement concrete comprising of cement, sand, coarse aggregate, waterand quick setting compound in the proportion 1:2:1, sand and coarse aggregateconforming to IS:383 and table no. 1 of IS:9012 respectively.

Sqm 959.00

18 Add extra over item No. 16 &17 for each subsequent height 3.00 m or partthere-of above initial lift of 5 m from ground level (upward or downward) Sqm 56.00

19 Reaming, redrilling and pressure jet flushing of foundation holes of NX size, inthe drainage gallery of dam, using diamond drill bit of suitable size, diamondreamer shell with using hydraulically operated rotary core drilling equipments,rods of suitable length to specified depth, fixing PVC pipes with caps,including cost of materials, hire charges of equipments, fuel, labour with allleads and lift etc. complete as directed by Engineer in Charge

Per meter 2043

20 Reaming, redrilling and pressure jet flushing of porous holes of 200 mm dia, inthe drainage gallery of dam, using diamond drill bit of suitable size, diamondreamer shell with using hydraulically operated rotary core drilling equipments,rods of suitable length to specified depth, fixing PVC pipes with caps,including cost of materials, hire charges of equipments, fuel, labour with allleads and lift etc. complete as directed by Engineer in Charge

Per meter 4126

17

16


TONK DISTRICT

40 GATE AND ALLIED WORKS

Description of itemUnit Rate in

Rs.A Design, drawing, fabrication, supply, erection, testing and commissioning of

Embedded parts consisting of sill beams, vertical tracks, vertical seal tracks,sealing frame, guide tracks/rails, wall plates, seal seats, anchors, anchorgirders, yoke girders, tie flats, trunnion supports, rope and pulley supports etc.and any required necessary item, with all accessories as per relevant IS code,for all type radial gates/ Vertical lift fix wheel type sluice and Canal gates/Stoplog gates including cost of all materials, machinery, labour, cutting,aligning, anchoring, welding, finishing, cleaning, tools and tackles, applyingtwo coat of zinc rich epoxy primer to give dry film thickness of 70± 5microns and finish coat (two coats) of solvent less coal tar epoxy paint usingairless spray to provide dry film thickness of 150± 5 microns per coat thustotal dry film thickness of all coats, including primer coating, should not beles than 350 microns., including packing & forwarding, transportationcharges complete item, as per specifications and approved drawings.

tonne 125677.0

B Design, Drawing, fabrication, supply, erection, testing and commissioning ofVent liners (steel liners for sluice/tunnel or as per requirement inDam/irrigation system) including Embedded parts consisting of liner plates,anchors, stiffeners, girders, fasteners etc. and any required necessary item,with all accessories for all types of Gates/ sluice channels/ any section ofwater resources projects including cost of all materials, machinery, labour,cutting, aligning, anchoring, welding, finishing, cleaning, tools and tackles,applying two coat of zinc rich epoxy primer to give dry film thickness of 70±5 microns and finish coat (two coats) of solvent less coal tar epoxy paintusing airless spray to provide dry film thickness of 150± 5 microns percoat thus total dry film thickness of all coats, including primer coating,should not be less than 350 microns., including packing & forwarding,transportation charges complete, as per specifications and approved drawings.

Tonne 85451.0

2 Design, Drawing, 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,clamp plates etc., with all accessories as per relevant IS code for radialgates including cost of all materials, machinery, labour, cutting, bending,aligning, anchoring, welding, finishing, cleaning, tools and tackles,applying two coat of zinc rich epoxy primer to give dry film thicknessof 70± 5 microns and finish coat (two coats) of solvent less coal tar epoxypaint using airless spray to provide dry film thickness of 150± 5 microns percoat thus total dry film thickness of all coats, including primer coating, shouldnot be less than 350 microns., seal fixing etc., complete as perspecifications and approved drawings complete, including packing &forwarding, transportation charges for structural steel components and othermaterials.

tonne 131255.0

Item No.

CHAPTER-XII

GATE AND ALLIED WORKS

1


TONK DISTRICT



Rs.Item No.

3 Design, Drawing, fabrication, supply, erection, testing and commissioning ofVertical lift fix wheel type sliding gate/inter changeable Stop log gatesconsisting of skin plate, stiffeners, horizontal girders, pulley, pulley supports,bracings, lifting lug, bracket, rubber seals, clamps plates etc., with allaccessories as per relevant for Canal, sluice Vertical gates and spillway gatesincluding cost of all materials, machinery, labour, cutting, bending, aligning,anchoring, welding, seal fixing, tools and tackles etc., finishing, cleaning,applying two coat of zinc rich epoxy primer to give dry film thickness of 70±5 microns and finish coat(two coats)of solvent less coal tar epoxy paint usingairless spray to provide dry film thickness of 150 ± 5 microns per coat thustotal dry film thickness of all coats, including primer coating, should notbe less than 350 microns., complete as per specifications and approveddrawings complete, including packing & forwarding, transportation chargesfor structural steel components and other materials.

tonne 132294.0

4 Design, Drawing, fabrication, supply, erection, testing andcommissioning of Vertical lift sliding type gate with frame consistingof skin plate, sealing frame, stiffeners, horizontal and vertical girders,guide, stainless steel flat/Brass flat, rivets, wedges, lifting rods etc., with allaccessories as per relevant IS code including frame & gate complete set forCanal Cross, Escape, Head regulator /Tank head regulator including costof all materials, machinery, labour, cutting, aligning, welding,finishing, cleaning, seal fixing, tools and tackles etc., applying two coat ofzinc rich epoxy primer to give dry film thickness of 70±5 microns and finishcoat (two coats) of solvent less coal tar epoxy paint using airless spray toprovide dry film thickness of 150±5 microns per coat thus total dryfilm thickness of all coats, including primer coating, should not be less than350 microns., complete as per specifications and approved drawings with alllead and lifts, including packing & forwarding, transportationcharges for structural steel components and other materials.

tonne 130499

5 Design, Drawing, fabrication, supply, erection, testing and commissioningof Vertical lift sliding type Dam Shutter gates interchangeable consisting ofsealing frame (embedded parts), skin plate of shutters, stiffeners, horizontaland vertical girders, guide, stainless steel flat, lifting hooks, clits fasteners etc.,with all accessories including frame & gate complete set for Barrage/ Stopdam/ waste weir / spillway including cost of all materials, machinery,labour, cutting, aligning, welding, finishing, cleaning, tools and tackles, sealfixing, applying one coat of zinc rich epoxy primer and three coats of coldapplied coal tar epoxy paint, including primer coating, should not be lessthan 350 microns., etc. complete as per specifications and approveddrawings, including packing & forwarding, transportation charges forstructural steel components and other materials.

tonne 130438


TONK DISTRICT



Rs.Item No.

6 Design, Drawing, fabrication, supply, erection, testing and commissioning ofAdequate capacity electrically operated rope drum hoist according to relevantIS code, consisting of hoist platform bridge, rope drums, connecting shaft,gear system, Reduction gear unit, electric motor, electromagnetic brakesystem, control panel, pulleys, wire rope, gate position indicator, limit switchwith inbuilt manual operating system, etc. complete, with all accessoriesfor operating gates including cost of all materials, machinery, labour, cutting,aligning, anchoring, welding, finishing, cleaning, greasing, oil filling, tools andtackles, applying two coats of zinc chromate red oxide primer and three coatsof approved synthetic enamel paint etc., complete as per specificationsand approved drawings, including packing & forwarding, transportationcharges for all materials.

Per tonne

capacity

51782

7 Design, Drawing, fabrication, supply, erection, testing and commissioning ofAdequate capacity manually operated rope drum hoist according torelevant IS code, consisting of hoist platform bridge, rope drums, connectingshaft, gear system unit, pulleys, wire rope, Gate position indicator, manualoperation system, etc. complete, with all accessories for operating gatesincluding cost of all materials, machinery, labour, cutting, aligning, anchoring,welding, finishing, cleaning, greasing, oil filling, tools and tackles, applyingtwo coats of zinc chromate red oxide primer and three coats of approvedsynthetic enamel paint etc., complete as per specifications and approveddrawings, including packing & forwarding, transportation charges for allmaterials.

Per tonne

capacity

45268.0

A Design, Drawing, fabrication, supply, erection, testing and commissioning ofAdequate capacity manually operated screw type hoist according torelevant IS code, consisting of supporting structure, platform bridge etc.,operating handle, gate position indicator, plumber block, couplings with allrequired accessories for operating Head/cross/ escape regulator gateincluding cost of all materials, machinery, labour, tools and tackeles,cutting, aligning, anchoring, welding, finishing, cleaning, greasing, oiling,applying two coats of zinc chromate red oxide primer and three coats ofapproved synthetic enamel paint etc., complete as per specifications andapproved drawings with all lead and lifts, including packing & forwarding,transportation charges for structural steel components and other materials.

Per tonne

capacity

40743.0

B Design, Drawing, fabrication, supply, erection, testing and commissioning ofAdequate capacity Electrically operated screw type hoist according to relevantIS code, consisting of supporting structure, platform bridge etc., operatinghandle, gate position indicator, plumber block, couplings, motor, reductiongear unit, limit switch, control panel, cables, with inbuilt manually operationwith all required accessories for operating Head/cross/ escape regulator gateincluding cost of all materials, machinery, labour, tools and tackeles,cutting, aligning, anchoring, welding, finishing, cleaning, greasing, oiling,applying two coats of zinc chromate red oxide primer and three coats ofapproved synthetic enamel paint etc., complete as per specifications andapproved drawings with all lead and lifts, including packing & forwarding,transportation charges for all materials.

Per tonne

capacity

44292

8


TONK DISTRICT



Rs.Item No.

9 Design, drawing, fabrication, supply, erection, testing and commissioning ofadequate capacity Moving Gantry Crane according to relevant IS codeconsisting of rail mounted gantry frame, top platform with handling long/crosstravel arrangements, rope drums, gear systems, rails, electric motors,electromagnetic brake system, operator and panel cabin, control panel, wirerope, ladder, motorized cable reeling drum, suitable counter weight etc. withall accessories for Operating stop log gates elements including cost of allmaterials, machinery, tools and tackles, labour, aligning, anchoring, welding,cleaning, greasing, applying two coats of zinc chromate red oxide primerthree coats of approved synthetic enamel paint etc., complete as perspecifications and approved drawings with all lead and lifts, includingpacking & forwarding, transportation, charges for all materials.

Per tonne

capacity

243348

10 Design, Drawing, fabrication, supply, erection, testing andcommissioning of Automatic lifting beam with all accessories,like automatic detach/attach system, hooks/rollers, guides, pins completefor handling, lowering and lifting of Stop log/ emergency gatesincluding cost of all materials, machinery, tools and tackles, labour,cutting, aligning, welding, finishing, cleaning, applying one coat ofzinc rich epoxy primer and two coats of cold applied coal tar epoxy paintetc., complete as per specifications and approved drawings, includingpacking & forwarding, transportation charges for structural steelcomponents and other materials.(per tonne weight)

tonne 182436.0

11 Design, Drawing, fabrication, supply, erection and commissioning ofTrestle assy/ Railing decking/Trash rack/Structural steel hoist bridge/structural steel hoist supporting structure for monorail / Catwalk bridgefor connecting spillway piers for all type of sluice with embedded partsconsisting of columns, beams, bracings, stiffeners, ties, chequered platecovering, hand railing, ladder etc., with all other accessories for operatinggates, other structure including cost of all materials, machinery,labour, tools and tackles, cutting, aligning, anchoring, welding,finishing, cleaning, applying two coats of zinc chromate red oxide primerand three coats of approved synthetic enamel paint etc., complete asper specifications and approved drawings, including packing &forwarding, transportation charges for structural steel components and othermaterials.

tonne 101988

12 Design, Drawing, fabrication, supply, erection and commissioningof adequate capacity Electrically operated mono-rail hoist assemblyconsisting of electric motor, rope drum, gear system, wire rope with liftingattachment, Monorail long beam, equalizer idle pulleys, festooncabling, control panel etc., with all accessories for operating pump house stop-log gate including cost of all materials (excluding only hoisting supportingtrestle column structure), machinery, labour, cleaning, greasing etc.,complete as per specifications and approved drawings,including packing & forwarding transportation charges for structuralsteel components and other materials.

per tonne capacity

60837.0


TONK DISTRICT



Rs.Item No.

13 Design, Drawing, fabrication, supply, erection, testing andcommissioning of EOT crane consisting of double girder box typeconstruction, rail mounted end carriages with long and cross travelarrangement, main and auxiliary hoists of specified capacity, rails, pendantcontrol, gear boxes, electric motors, brakes, rope drums, wire ropes,sheaves, end buffer stoppers, pendant operated DSL bus bars with allaccessories for main and auxiliary hoists for handling pumps and accessoriesin pump house including cost of all materials, machinery, labour, cutting,aligning, welding, finishing, cleaning, greasing, applying two coatsof zinc chromate red oxide primer and three coats of syntheticenamel paint etc., complete as per specifications and approveddrawings with all lead and lifts, including packing & forwardingtransportation charges for structural steel components and othermaterials.

Per Tonne

capacity

121674.0

14 Design, Drawing, fabrication, supply, erection, testing andcommissioning of Hydraulic Hoist for Spill way, Head Sluice & otherRegulating gates, with all accessories like Power Pack, duly filled with oil,Hydraulic cylinder, Hydraulic cylinder pipe line, Limit Switch, Dial indicatorpanel, Cable, Control panel etc including cost of all materials, machinery,labour, cutting, aligning, welding, finishing, cleaning, greasing,applying two coats of zinc chromate red oxide primer and threecoats of synthetic enamel paint etc. with all scope of work, complete as perspecifications and approved drawings with all lead and lifts, includingpacking & forwarding transportation charges for structural steelcomponents and other materials.

per tonne capacity

109575.0

The bifurcation of cost of work at various stage of construction/work foritem no. 12.01 to 12.14

A Fabrication work excluding materials including cost of machinery, labour,cutting, aligning, anchoring, welding, finishing, cleaning, applying one coatof zinc rich epoxy primer and three coats of cold applied coal tar epoxypaint etc., including packing & forwarding charges as per specifications andapproved drawings.

25% Cost of the Item

B Fabrication work including cost of all materials, machinery, labour,cutting, aligning, anchoring, welding, finishing, cleaning, applying onecoat of zinc rich epoxy primer and three coats of cold applied coal tarepoxy paint etc., including packing & forwarding charges as per specificationsand approved drawings.


C Erection work with commissioning, testing for above item of workexcluding fabricated items including cost of all required materials, toolsand tackles for erection work, machinery, labour, cutting, aligning,anchoring, welding, finishing, cleaning, etc., including packing &forwarding, transportation charges, as per specifications and approveddrawings.


16 Design, Drawing, fabrication, supply, erection, testing and commissioning ofRail track using 45 kg/m standard rails on bridge for movement of gantrycrane for handling and operating stop log gate elements including cost ofall materials, machinery, labour, aligning, anchoring, welding, cleaning,applying one coat of zinc rich epoxy primer and two coats of coldapplied coal tar epoxy paint for buffers and rail supporting plates etc.,complete as per specifications and approved drawings with all lead and lifts,including packing & forwarding transportation charges for all materials.

M 8363.0

15


TONK DISTRICT



Rs.Item No.

17 Providing fabrication and fitting work of Stainless steel flat on Embeddedparts (on Departmental section, only MS section Given by department) ofgates with testing , including cost of all materials (SS flat and welding rodsetc.), machinery, tools and tackles, labour, cutting, aligning, welding, finishing,cleaning, applying two coat of cement primer etc., complete as perspecifications and approved drawings, including packing & forwarding,transportation charges for structural steel components and other materials.

kg 617

18 Providing Casting machining and assembling of Cast Steel Rollersassembly complete with testing, including cost of all materials as Cast steelRollers, Stainless steel Eccentric pin/shaft with square cut shape in oneend for adjustment, Lock plate, bronze bush, cover plate, nut bolts,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 andapproved drawings with all lead and lifts, tools and tackles, includingpacking & forwarding, transportation charges for structuralsteel components and other materials.

kg 409

19 Providing Casting, dressing and assembling of Cast Iron Ballast weightassembly complete as per drawing with testing, including cost of allmaterials as Cast iron Ballast weight, Suitable type tapped threaded hole withnut hook for lifting in all sides, with machinery, labour, cutting, aligning,welding, finishing, cleaning, etc., complete as per specifications andapproved drawings with all lead and lifts, tools and tackles includingpacking & forwarding transportation charges for structural steelcomponents and other materials.

kg 70

Providing Casting machining and assembling of Cast Iron Items for Tank,canal, barrage, stop dam gates as CI wedges with suitable L-end key nutbolts, CI couplings, CI guides, assembly complete as per drawing withtesting including cost of all materials with machinery, labour, cutting,aligning, welding, finishing, cleaning, etc., complete as per specifications andapproved drawings with all lead and lifts, including packing & forwardingcharges for structural steel components and other materials.

A CI wedges with suitable L-end key nut bolts kg 121B CI couplings, Guides, etc. kg 126

Providing Fabrication, machining and assembling of different types of MSAnchors/ MS chuck nut for Gates assembly, complete as per drawing withtesting including cost of all materials, applying one coat of zinc rich epoxyprimer and two coats of cold applied coal tar epoxy paint with machinery,labour, cutting, aligning, welding, finishing, cleaning, etc., complete asper specifications and approved drawings with all lead and lifts,including packing & forwarding charges for structural steel components andother materials.

A MS Chuck Nut kg 152B U, J, H, I type anchors kg 91C Anchor bolts with two nut and two washers kg 110

21

20


TONK DISTRICT



Rs.Item No.

Providing Casting machining and assembling of Head stocks assemblywith handle complete for operating Tank, canal, barrage, stop dam gates, asper drawing with testing, including cost of all materials as head stockbody, GM Nut, Warm wheel, Gear, Bush, Pin, operating handle etc. withmachinery, labour, cutting, aligning, welding, finishing, cleaning, paintingetc., complete as per specifications and approved drawings with all lead andlifts, including packing & forwarding transportation charges for structuralsteel components and other materials.

A Head Stock Worm & wheel type coupled set 63/56mm dia mm dia.threaded Nut (Model WW- 90) two tone capacity, approx-322 kg weight

kg 229

B Head Stock Worm & wheel type, single set, 63mm/56mm dia threaded nut(Model WW-90) one tone capacity approx-175 kg weight

kg 199

C Head Stock screw jack type 50mm dia. threaded Nut (Model M-75), 0.750tonne capacity, approx-45 kg weight

kg 153

D Head Stock screw jack type 45mm dia. threaded Nut (Model M-70), 0.700tonne capacity , approx-42 kg

kg 152

E Head Stock screw jack type 36mm dia. threaded Nut (Model S-36),0.400tonne capacity, approx-19.5 kg

kg 211

Straightening and machining work of structural steel sections (departmentalmaterials) complete job, with all machinery as plainer machine etc., labour,cutting, aligning, finishing, cleaning etc., complete as per specifications andapproved drawings, with all lead and lifts, including packing & forwardingcharges for structural steel components and other materials.

23.01 Straightening work any steel sections kg 423.02 Machining work of structural steel sections like as Guide T, Track etc. with

plainer machinesqm 2554

Providing, fabrication, threading (Square and V threading as required),machining, straightening of MS Round bar complete as per drawing withtesting, including cost of all materials, with machinery, labour, cutting,aligning, welding, finishing, cleaning etc., complete as per specifications andapproved drawings with all lead and lifts, including packing & forwardingtransportation charges for structural steel components and other materials.

A Rate for double start square threading for 63mm dia. round bar with materials kg 139

B Rate for double start square threading for 63mm dia. round bar withoutmaterials

m 1753

C Rate for single start square threading for 63mm dia. round bar with materials kg 129

D Rate for single start square threading for 63mm dia. round bar withoutmaterials

m 1637

E Rate for double start square threading for 56mm dia. round bar with materials kg 124

F Rate for double start square threading for 56mm dia. round bar withoutmaterials

m 1384

G Rate for single start square threading for 56mm dia./ 50mm dia/ 45mm dia.round bar with materials

kg 125

H Rate for single start square threading for 56mm dia./ 50mm dia/ 45mm dia.round bar without materials

m 983

I Rate for single start square threading for 36mm dia./32mm dia round barwith materials

kg 119

J Rate for single start square threading for 36mm dia./ 32mm dia round barwithout materials

m 498

22

23

24


TONK DISTRICT



Rs.Item No.

K Rate for "V " threading for Round bar with materialsi 63 mm dia kg 125ii 56 mm dia kg 116iii 50 mm dia. kg 111iv 45 mm dia kg 112v 36 mm dia. kg 107vi 32 mm dia. kg 107L Rate for "V " threading for Round bar without materialsi 63 mm dia m 1578ii 56 mm dia m 1473iii 50 mm dia. m 1246iv 45 mm dia m 885v 36 mm dia. m 448vi 32 mm dia. m 448

Providing, Fabrication, machining with straightening work of Guide Tee,Track, Sealing frame, Leaf frame or any part of gate's, complete as perdrawing with testing, including cost of all materials, with machinery,labour, tools and tackles cutting, aligning, welding, finishing, cleaning etc.,applying one coat of zinc rich epoxy primer and two coats of cold appliedcoal tar epoxy paint, etc., complete as per specifications andapproved drawings with all lead and lifts, including packing &forwarding, transportation charges for structural steel components and othermaterials.

A Rate of work with all materials kg 88B Rate of work without materials kg 27C Erection work of fabricated gates, any parts of gate's and any accessories

of gate's, complete as per drawing with testing, including cost of allmaterials required for completing the job like welding rods, toolstackles etc., with machinery, labour, tools and tackles cutting, aligning,welding, finishing, cleaning etc., applying one coat of zinc rich epoxyprimer and two coats of cold applied coal tar epoxy paint, etc.,complete as per specifications and approved drawings with all leadand lifts, including packing & forwarding, transportation charges forstructural steel components and other materials.

kg 32

Transportation of hydraulic gates/ heavy earth moving machineriesand other equipment’s, plants etc. and their components, materials,loading & unloading work, from FOR to different irrigation project sites ofWater Resources Department in Rajasthan by Pacca/ Kachcha Road.

A 12.00 Tonne minimum capacity open body truck and above km 61B 9.00 Tonne minimum capacity normal half body truck km 50C 9.00 Tonne minimum capacity open body truck km 51D 6.00 Tonne minimum capacity normal half body truck km 37E 6.00 Tonne minimum capacity open body truck km 40F 4.00 Tonne minimum capacity normal body truck km 34G Trailer truck open body approx 14m long for HEM and equivalent

machinery/items transportation work capacity above 25MTkm 116

H Loading & unloading of steel material, weighing at MPLUN/ SAIL/ Otheroutside stores and transportation from MPLUN/ SAIL/ Other stores toCMU campus and unloading of material.

tonne 926

I Over dimension charges for gate job transportationi 12.0 Tonne minimum capacity open body truck and above with over

dimension jobKm 67.0

25

26


TONK DISTRICT



Rs.Item No.

ii 9.0 Tonne minimum capacity normal half body truck with over dimensionjob

Km 55.0

iii 9.0 Tonne minimum capacity open body truck with over dimension job Km 56.0

iv 6.0 Tonne minimum capacity normal half body truck with over dimensionjob

Km 41.0

v 6.0 Tonne minimum capacity open body truck with over dimension job Km 44.0

vi 4.00 Tonne minimum capacity normal body truck with over dimension job Km 38.0

27 Providing MS Nut Bolts of required size and type, as per specifications withtesting, including all lead and lifts, packing & forwarding charges forall components etc. complete.

kg 86

28 Providing High tensile MS Nut Bolts of required size and type, asper specifications with testing, including all lead and lifts, packing &forwarding charges for all components etc. complete.

kg 115

29 Providing Stainless steel counter shank nut bolts with washer ofrequired size and type, as per specifications with testing, includingall lead and lifts, packing & forwarding charges for all componentsetc. complete.

kg 400

Providing Rubber seals as per IS:11855 for Dam sluice, canal, barrage,stop dam etc. gates of required size and type and specificationswith testing, including all lead and lifts, packing & forwardingcharges for all components etc. complete.

A Rubber seal musical note type 75mmx33mm x12mm (33mm Bulb)uncladed

m 549

B Rubber seal musical note type 100mmx44mm x14mm (44mm Bulb)uncladed

m 919

C Rubber seal musical note type 100mmx44mm x14mm (44mm Bulb)Teflon cladded

m 2068

D Rubber seal Z type 150mm x75mm x 35mm x 20mm (L-75mm/35mm)uncladed

m 1570

E Rubber seal Flat type 75mm x12mm uncladed m 327F Rubber seal Flat type 100mm x14mm uncladed m 545G Rubber seal Flat type 150mm x20mm uncladed m 1168H Rubber seal Corners musical note type 100mm x44mm x14mm

(44mm bulb), Teflon cladded inside bulb or outside bulb 300mmx300mm long , set of two pieces

m 4137

I Rubber seal musical note type 75mmx33mm x12mm (33mm Bulb)teflon claded

m 1392

J Rubber seal Z type 100mm x55mm x25mm x 20mm (L-55mm/25mm )uncladed

m 1175

K Rubber seal Z type 120mm x75mm x 35mm x 20mm (L-75mm/35mm )uncladed

m 1341

L Rubber seal Corners musical note type 100mm x44mm x14mm (44mmbulb), un claded inside bulb or outside bulb 300mmx300mm long, set oftwo pieces

m 1839

30


TONK DISTRICT



Rs.Item No.

Painting of Spillway gates, sluice gates, canal gates (both vertical orradial),stop log gates, exposed embedded parts and all un machinedferrous surface (hoist cylinders, cylinder heads, hydraulic piping, pipefittings, bonnet covers), exposed to water as per IS 14177,for which surfacepreparation by blast cleaning of class "B" primer coat (one coat) ofinorganic zinc silicate (preferably airless spray)or alternatively, two coats ofzinc rich primer(containing not less than 85% zinc on dry film) togive dry film thickness of 70 ± 5 micron and finish coat (two coats) ofsolvent less coal tar epoxy paint using airless spray to provide dry filmthickness of 150±5 micron per coats. Thus, total dry film thickness of allthe coats, including primer coating, should not be less than 350microns, this will be include expenses on mobilisation anddemobilisation of equipments. For maintenance painting the surfacepreparation shall be done by appropriate hand and power toolcleaning, prior to hand power tool cleaning. Any heavy layer of rustshould be removed by chipping visible oil, grease, dirt and otherforeign material be cleaned using solvents like clean mineral spirits, xylolor white gasoline. After hand and power tool cleaning the surface should becleaned of loose dust and debris and/or blast cleaned as laid down in para7.0 of IS code 14177. After the surface preparation the primer andfinishing coats shall be carried out as provided above for painting etc.complete.

A Up to 1.5m height sqm 548B Beyond 1.5m height sqm 576

Painting of lifting beam/lifting tackles are per IS 14177, for whichsurface preparation by blast cleaning, as per class "C" or class "B", primercoat (two coats) of zinc Phosphate primer, to provide dry film thicknessof 40 microns per coat and finish coat (two coats) of alkyd basedmicaceous iron oxide paint, using airless spray, to provide minimumdry film thickness of 65±5 microns per coat, at an interval of 24 hours.Thus, total dry film thickness of all the coats, including primercoating, should not be less than 200 microns. This will includeexpenses on mobilisation and demobilisation of equipments. Formaintenance painting, the surface preparation shall be done by appropriatehand and power tool cleaning. Prior to hand and power tool cleaning, anyheavy layer of rust should be removed by chipping. Visible oil, grease,dirt and other foreign material be cleaned using solvents like cleanmineral spirits, xylol or white gasoline. After hand and power toolcleaning, the surface should be cleaned of loose dust and debris and / or blastcleaned as laid down in para 7.0 of IS Code14177. After the surfacepreparation, the primer and finishing coats shall be carried out asprovided above for painting etc. complete.

A Upto 1.5 m height sqm 461B beyond 1.5m height sqm 484

31

32


TONK DISTRICT



Rs.Item No.

33 Painting of structural components of Hoist including supportingstructures and surfaces of hydraulic hoist sun exposed to wateras per IS 14177, for which surface preparation by blast cleaning of class 'B',primer coat (two coats) of Zinc phosphate primer to give dry filmthickness of 40 ± 5microns per coat and finish coat(one coat) of alkyd basedmicaceous iron oxide paint give dry film thickness of 65 ± 5 microns followedby two coats of synthetic enamel paint, using airless spray, to give dryfilm thickness of 25 ± 5 microns per coat, at an interval of 24 hours. Thustotal dry film thickness of all the coats, including primer coating,should not be less than 175 microns. This will include expenses onmobilisation and demobilisation of equipments. For maintenance painting,the surface preparation shall be done by appropriate hand and power toolcleaning. Prior to hand and power tool cleaning, any heavy layer ofrust should be removed by chipping. Visible oil, grease, dirt and otherforeign material be cleaned using solvents like clean mineral spirits,xylol or white gasoline. After hand and power tool cleaning, thesurface should be cleaned of loose dust and debri sand / or blast cleaned as laiddown in para 7.0 of IS Code 14177. After the surface preparation, theprimer and finishing coats shall be carried out as provided above forpainting etc. complete.


Painting of machinery, including gearing, housing, shafting, bearing,pedestals, oil tanks, control cabinets, hoist beams, pipe support, clamps,ladders etc., of hoists and supporting structures, as per IS 14177, forwhich surface preparation by blast cleaning of class 'B', primer coat (onecoat) of Zinc phosphate paint to give a minimum dry film thickness of50 ± 5 microns and finish coat (three coats) of aluminium paint orsynthetic enamel paint, using airless spray, to provide a dry filmthickness of 25 ± 5 microns per coat. Thus, total dry filmthickness of all the coats, including primer coat, should not be lessthan 125 microns. This will include expenses on mobilisationand demobilisation of equipments. For maintenance painting, the surfacepreparation shall be done by appropriate hand and power toolcleaning. Prior to hand and power tool cleaning, any heavy layer ofrust should be removed by chipping. Visible oil, grease, dirt andother foreign material be cleaned using solvents like clean mineralspirits, xylol or white gasoline. After hand and power tool cleaning,the surface should be cleaned of loose dust and debris and / or blastcleaned as laid down in para 7.0 of IS Code14177. After thesurface preparation, the primer and finishing coats shall be carriedout as provided above for painting etc. complete.


34


TONK DISTRICT



Rs.Item No.

Painting of un machined surface, as per IS 14177, for whichsurface preparation by blast cleaning of class 'B', primer coat (one coat)of chlorinated rubber based zinc phosphate primer, to provide adry film thickness of 50± 5 microns and finish coat (three coats) of vinylresin /chlorinated rubber, using airless spray, to provide a dry filmthickness of 30 ± 5 microns per coat. Thus, total dry film thickness ofall coasts including primer coat should not be less than 125 microns.Thus will include expenses on mobilisation and demobilisation ofequipments. For maintenance painting, the surface preparation shall be doneby appropriate hand and power tool cleaning. Prior to hand and powertool cleaning, any heavy layer of rust should be removed by chipping.Visible oil, grease, dirt and other foreign material be cleaned using solventslike clean mineral spirits, xylol or white gasoline. After hand andpower tool cleaning, the surface should be cleaned of loose dust anddebris and / or blast cleaned as laid down in Para 7.0 of IS Code14177. Afterthe surface preparation, the primer and finishing coats shall be carried out asprovided above for painting etc. complete.


36 Operation of vertical gates, hoist operation, stop log gates, Gantry Crane, monorail etc. at Dams for all seasons round the clock whenever required, as perdirection of Engineer in-Charge, by providing skilled & semi skilled staff wellconversant with the work of operation of gates as well as meet out all typesmaintenance & repair work of gates whenever required in any emergencyduring operation of the gates including deployment of Chowkidar at gatesection of the Dam.

For One Shift of

8.00 Hours

3460

37 Oiling and greasing of Crest radial gates,Vertical Gates and Intake Service wellGates of Dam including all charges of man and material complete whichinclude applying Cardium compound to wire ropes, oiling & greasing etccomplete as per direction of Engineer-in-Charge

Sqm 150

37 Labour charges for removal of existing wornout/damaged bottom rubber seal ofcrest Radial Gates, Vertical Gates and Intake Service Well Gates of Dam bycutting bolts with gas cutter, providing holes in new rubber seal insertion ofsleevs and fixing over gates with nut blots, washer ect including cost of gas(LPG and Oxygen) cylinder etc complete.

m 525

39 Labour charges for removal of existing wornout/damaged side rubber seal ofcrest Radial Gates, Vertical Gates and Intake Service Well Gates of Dam bycutting bolts with gas cutter,providing holes in new rubber seal insertion ofsleevs and fixing over gates with nut blots, washer ect including cost of gas(LPG and Oxygen) cylinder etc complete

m 487

40 Labour charges for removal of existing wornout/damaged bottom and siderubber seal of Stop Log Gate of Dam by cutting bolts with gas cutter, providingholes in new rubber seal insertion of sleevs and fixing over gates with nut blots,washer ect including cost of gas (LPG and Oxygen) cylinder etc complete

m 300

41 Providing and applying one coat of Zinc rich epoxy primer paint (zinc content85%) of approved quality 40 micron dry film thickness to gates/ embeddedparts/ hoist components including cost of all materials, labour, removing rustcleaning surface, scaffolding with all lead and all lifts etc. complete.

sqm. 227

35


TONK DISTRICT



Rs.Item No.

42 Providing and applying two coats of anticorrosive bituminous black paint ofapproved quality 40 micron dry film thickness each coat to gate componentssuch as horizontal girders/sector and all bracings/ trunnion assembly/ yokegirders/ stiffeners/ foot bridge etc. including cost of all materials, labour,removing rust, cleaning surface, scaffolding with all lead and lifts etc.complete.

sqm. 98

43 Providing and filling/ replacing gear oil of approved quality up to the requiredgauge level for Reduction gear unit of hoists/ gantry cranes including cost of allmaterials, machinery, labour with all leads and lifts etc. complete.

litre 363

44 Providing and applying grease of approved quality to gate and hoistcomponents requiring greasing as part of annual maintenance using grease gunwherever necessary including cost of all materials, machinery, labour,scaffolding etc. complete.

kg 462

45 Providing and applying cardium compound of approved quality to wire ropesof hoists/ gantry cranes as part of annual maintenance including cost of allmaterials, machinery, labour etc. complete.

kg 162

46 Providing and filling/ replacing hydraulic oil of approved quality up to therequired gauge level including cost of all materials, machinery, labour etc.complete.

litre 190

47 Cleaning gates/ hoists/ embedded parts for re- painting by removing rust, oil,paint, grease etc., by using wire brush, scrubber, rust remover and applying acoat of rust inhibitive compound etc., complete.

sqm 68

Transportation charges with utility van and with four men (two helpers- onewelder and one fitter) with welding parts, cutting items and extra tools andtackles required for fitting/ repair work of gate parts and head etc

A upto 50 km Each 5107B for above 50km, per Km extra charge Each 64

Oiling, Greasing work of gate parts like Headstock, Headstock parts, RollerAssembly, Operating Rod, Sealing Frame, Guide Tee with all Labor tools andtackles etc. and Material for vertical lift sliding type/ fix wheel gates excludingcardium compund and gear oil

A For gates size up to 1.0 m x 1.0m Each 1277B For gate size above 1 Sqm to 10 Sqm Each 2043C For gate size above 10.00 Sqm to 20.00 Sqm Each 3064

50 Genral maintenance of Diesel Generator Set. Per Set. 258751 Greasing and rocker & roller bearing of spillway bridge including cleaning the

dust, dirt, grease with wire brush, petrol or diesel spray, removing rust withfine sand paper filling gease and painting work on out side surface of greasechamber, complete in all respect

Per Bearing

2415

Providind of Rubber Seals as per IS 11855 for dams, sliuce, canals, barrage,stop log gates etc of required size and type and specifications with testing ,including all lead and lifts, packing and forwording charges for all componentsetc. complete in all respect

A Rubber Seal Flat type of Size 127mm ×12, 16,20mm / meter 1528B Rubber Seal Flat type with corner of Size 130mm × 25mm / meter 2367C Rubber Seal Flat type with corner of Size 90 mm × 20 mm / meter 1844D Rubber Seal Flat type of Size 72 mm × 25 mm / meter 1188E Rubber Seal Flat type with corner of Size 100 mm × 20 mm / meter 2095F Rubber Seal Flat type with corner of Size 125mm x 25 mm with 30mm

taper/ meter 2103

48

49

52


TONK DISTRICT



Rs.Item No.

G Rubber Seal Musical Knot, Hollow Bulb type of Size 100mm × 40mm x 15 mm

/ meter 1372

H Rubber Seal Musical Knot, Solid Bulb type of Size 100mm × 45mm x 15 mm

/ meter 1422

I Rubber Seal Musical Knot, Solid Bulb with brass clading type of Size 100mm × 45mm x 15 mm

/ meter 2726

J Rubber Seal Musical Knot, Solid Bulb double stem type of Size 160mm × 45mm x 15 mm

/ meter 1961

K Rubber Seal Musical Knot, Solid Bulb type of Size 75mm × 35mm x 10 mm

/ meter 844

L Rubber Seal Z type of Size 120 mm × 76mm x x30mm x 20 mm / meter 2254M Rubber Seal Flat type with corner of Size 65 mm × 15 mm / meter 1028N Rubber Seal Musical Knot, Solid Bulb type of Size 100mm × 35mm x

12 mm/ meter 1062

O Rubber Seal Musical Knot, Solid Bulb type of Size 85mm × 35mm x 12 mm

/ meter 942

53 Supplying and fixing of M.P Teakwood (Ist grade) Timber seal (as perspecification and drawing) with Nut and bolts including removing oldtimber seal & fixing new and vacating service bay by shifting on tier (atservice bay) to pier and bringing the tier for maintenance to service bayand removing old timber seal by opening bolts, drilling holes in timberseal & fixing etc. Complete in all respect.

Cum

187274


TONK DISTRICT

54 PIPES / FITTINGS / SPECIALS

1

2

3

4

Pipe Line WorkS. No. Description Unit Rate in Rs.

1 DI PIPES & SPECIALS1.1 Providing, lowering, laying, aligning, fixing in position and jointing in

trenches. Ductile Iron(DI) ISI marked K-7 grade S&S pipes as per IS:8329-2000 (amended up to date) with internal cement mortar liningsuitable for potable water with rubber ring (EPDM) joints as per IS:5382-1985 including all taxes(central and local), transportation and freightcharges, inspection charges, loading/unloading charges stacking of pipesincluding cost of labour and material special (T-bend etc.) satisfactorilyhydraulic testing, disinfection etc complete as per technical specificationand direction of engineer incharge (excluding earthwork ).Note-Providing and fixing of all requisite sepecials as per drawing, designand layout are inclusive in RM measurement of the item and shall not bepaid seperately.

1.1.1 100mm RMT 1239.001.1.2 150 mm RMT 1770.001.1.3 200 mm RMT 2149.001.1.4 250 mm RMT 2811.001.1.5 300 mm RMT 3529.001.1.6 350 mm RMT 4269.001.1.7 400 mm RMT 5122.001.1.8 450 mm RMT 6265.001.1.9 500 mm RMT 7273.00

1.1.10 600 mm RMT 9566.001.1.11 700 mm RMT 12747.001.1.12 800 mm RMT 16764.001.1.13 900 mm RMT 20338.001.1.14 1000 mm RMT 24397.00

Rate os Providing, lowering, laying, aligning, fixing and jointing of all type of pipes is excludingearthwork and civil work i.e drain / nala crossing, Railway- NH-SH crossing etc.

CHAPTER -XIII

PIPES / FITTINGS / SPECIALSNOTES:-

The rates are inclusive of all taxes, levies, royalty, GST, leads of all material and contractor's profitetc. The pipe of respective pressure rating is allowed only up to 80% of permissible pressure as per ISstandards.The rates in this chapter are inclusive of de-watering wherever required.


TONK DISTRICT


S. No. Description Unit Rate in Rs.1.2 Providing, lowering, laying in trenches, aligning, fixing in position and

jointing Ductile Iron (DI) ISI marked K-9 grade S&S pipes as per IS:8329-2000 (amended upto date), with internal cement mortar lining suitable forpotable water with rubber ring (EPDM) joints as per IS: 5382-1985including all taxes (Central and local), transportation and freight charges,inspection charges, loading/ unloading charges, including cost of labourand material, specials (Tee, bend etc.) satisfactory hydraulic testing,disinfection etc. complete as per technical specifications and direction ofEngineer-in Charge. (excluding earth work).Note : Providing and fixing of all requisite specials as per drawing, designand layout are inclusive in RM measurement of the item and shall not bepaid separately.

1.2.1 100mm RMT 1428.001.2.2 150 mm RMT 2041.001.2.3 200 mm RMT 2589.001.2.4 250 mm RMT 3427.001.2.5 300 mm RMT 4299.001.2.6 350 mm RMT 5110.001.2.7 400 mm RMT 6138.001.2.8 450 mm RMT 7532.001.2.9 500 mm RMT 8776.00

1.2.10 600 mm RMT 11349.001.2.11 700 mm RMT 14467.001.2.12 800 mm RMT 18320.001.2.13 900 mm RMT 21796.001.2.14 1000 mm RMT 26010.001.2.15 1100 mm RMT 31803.001.2.16 1200 mm RMT 36600.00

1.3 Providing, lowering, laying, aligning, fixing in position and jointing at alllevel/ depths Dl standard specials with rubber ring (EPDM)/ nut bolt andinsertion sheet and jointing as per IS:9523-2000 or as ammended up todate, such as tees, bends, tapers, caps etc. within trenches in DI pipe linecomplere including all marerial, labour, taxes, testing and commissioningalong with pipe line as per technical specifications and direction ofEngineer-in-charge (excluding earth work).

1.3.1 A/S Tee , Bend, Reducer (All End Socketed) Upto 300 mm Diameter Kg 121.00Above 300mm and up to 600 mm diameter Kg 133.00Above 600 mm diameter Kg 171.00

1.3.2 Flange Socket, Spigot, Hv. Tee.Upto 300 mm Diameter Kg 123.00Above 300mm and up to 600 mm diameter Kg 144.00Above 600 mm diameter Kg 181.00

1.3.3 A/F Tee , Bend, Reducer (All End Flanged)Upto 300 mm Diameter Kg 114.00Above 300mm and up to 600 mm diameter Kg 140.00Above 600 mm diameter Kg 175.00

1.3.4 Double Socket Duckfoot BendUpto 300 mm Diameter Kg 153.00Above 300mm and up to 600 mm diameter Kg 183.00Above 600 mm diameter Kg 221.00

1.3.5 Double Flange Duck foot BendUpto 300 mm Diameter Kg 162.00


TONK DISTRICT


S. No. Description Unit Rate in Rs.Above 300mm and up to 600 mm diameter Kg 192.00Above 600 mm diameter Kg 230.00

1.3.6 Double Flange Pipe (upto 1 mtr. length)Upto 300 mm Diameter Kg 139.00Above 300mm and up to 600 mm diameter Kg 168.00Above 600 mm diameter Kg 208.00HDPE PIPES

1.4 Providing, lowering, laying and jointing in trenches. standard lengthsHDPE ISI marked Pipes as per IS-4984: l995 (amended upto date) withnecessary jointing material like mechanical connectors, i.e. thread/ insertjoint/ quick release coupler joint/ compression fitting joint or flanged jointand specials jointing pipe by butt fusion/ electro fusion welding method,including all taxes , transportation and freight charges, inspection charges,loading/ unloading charges, stacking of pipes, including cost of labour andmaterial, specials (Tee, bend etc.), satisfactory hydraulic testing,disinfection etc. complete as per technical specifications and direction ofEngineer-in-charge of following class and diameter. (excluding earthwork)Note : Providing and fixing of all requisite specials as per drawing, designand layout are inclusive in RM measurement of the item and shall not bepaid. separately. Supply upto 110 mm dia. in coil & above 110 mm diastraight length in 6M.

1.4.1 HDPE PE-80 PN-41.4.1.1 63 mm dia RM 105.001.4.1.2 75 mm dia RM 135.001.4.1.3 90 mm dia RM 195.001.4.1.4 110 mm dia RM 270.001.4.1.5 125 mm dia RM 335.001.4.1.6 140 mm dia RM 410.001.4.1.7 160 mm dia RM 520.001.4.1.8 180 mm dia RM 645.001.4.1.9 200 mm dia RM 770.001.4.2 HDPE PE-80 PN-6

1.4.2.1 63 mm dia RM 145.001.4.2.2 75 mm dia RM 185.001.4.2.3 90 mm dia RM 243.001.4.2.4 110 mm dia RM 360.001.4.2.5 125 mm dia RM 503.001.4.2.6 140 mm dia RM 625.001.4.2.7 160 mm dia RM 778.001.4.2.8 180 mm dia RM 979.001.4.2.9 200 mm dia RM 1172.00

1.4.2.10 225 mm dia RM 1481.001.4.2.11 250 mm dia RM 1630.001.4.2.12 280 mm dia RM 2025.001.4.2.13 315 mm dia RM 2550.00

1.4.3 HDPE PE-80 PN-101.4.3.1 63 mm dia RM 185.001.4.3.2 75 mm dia RM 250.001.4.3.3 90 mm dia RM 341.001.4.3.4 110 mm dia RM 509.001.4.3.5 125 mm dia RM 721.001.4.3.6 140 mm dia RM 902.001.4.3.7 160 mm dia RM 1164.00


TONK DISTRICT


S. No. Description Unit Rate in Rs.1.4.3.8 180 mm dia RM 1451.001.4.3.9 200 mm dia RM 1776.00


1.4.4 HDPE PE-100 PN-61.4.4.1 63 mm dia RM 125.001.4.4.2 75 mm dia RM 180.001.4.4.3 90 mm dia RM 215.001.4.4.4 110 mm dia RM 320.001.4.4.5 125 mm dia RM 375.001.4.4.6 140 mm dia RM 460.001.4.4.7 160 mm dia RM 615.001.4.4.8 180 mm dia RM 780.001.4.4.9 200 mm dia RM 960.00


1.4.5 HDPE PE-100 PN-81.4.5.1 63 mm dia RM 135.001.4.5.2 75 mm dia RM 185.001.4.5.3 90 mm dia RM 250.001.4.5.4 110 mm dia RM 360.001.4.5.5 125 mm dia RM 510.001.4.5.6 140 mm dia RM 630.001.4.5.7 160 mm dia RM 805.001.4.5.8 180 mm dia RM 995.001.4.5.9 200 mm dia RM 1210.00


1.4.6 HDPE PE-100 PN-101.4.6.1 63 mm dia 155.001.4.6.2 75 mm dia 215.001.4.6.3 90 mm dia RM 289.001.4.6.4 110 mm dia RM 433.001.4.6.5 125 mm dia RM 607.001.4.6.6 140 mm dia RM 760.001.4.6.7 160 mm dia RM 982.001.4.6.8 180 mm dia RM 1235.001.4.6.9 200 mm dia RM 1495.00



TONK DISTRICT


S. No. Description Unit Rate in Rs.MS PIPES and Specials

1.5 Manufacturing, supplying, lowering, laying and jointing in position tocorrect line spirally welded SAW/Fabricated MS Pipe having bevelled endplates I coils, confirming to IS 3589-200 I or its latest revision /amendmendment, for following thickness and inside diameter including alltaxes, transportation and freight charges, inspection charges, loading/unloading charges, including cost of labour and material, specials (Tee,bend etc.), field joints, satisfactory hydraulic testing, disinfection,commissioning etc. complete as per technical specifications and directionof Engineer-in-Charge; (excluding earthwork, internal lining and outercoating).Note : Providing and fixing of all requisite specials as per drawing, designand layout are inclusive in RM measurement of the item and shall not bepaid separately.

A Dia of Pipe : 150 mm (I.D.)Thickness of pipe

i) 3.2 mm RMT 1088.00ii) 4.0 mm RMT 1367.00

iii) 4.5mm RMT 1543.00iv) 5.0 mm RMT 1719.00B Dia of Pipe : 200 mm (I.D.)

Thickness of pipei) 4.0 mm RMT 1810.00

ii) 4.5mm RMT 2042.00iii) 5.0mm RMT 2274.00iv) 6.0 mm RMT 2742.00C Dia of Pipe: 250.00 mm (l.D)


ii) 4.5mm RMT 2541.00iii) 5.0mm RMT 2829.00iv) 6.0 mm RMT 3408.00D Dia of Pipe: 300.00 mm (l.D)

Thickness of pipei) 4.5mm RMT 3040.00

ii) 5.0mm RMT 3383.00iii) 6.0 mm RMT 4073.00iv) 7.0 mm RMT 4768.00E Dia of Pipe: 350.00 mm (l.D)


ii) 6.0 mm RMT 4739.00iii) 7.0 mm RMT 5544.00iv) 8.0 mm RMT 6354.00

F Dia of Pipe: 400.00 mm (1.D)Thickness of pipe

i) 5.0mm RMT 4493.00ii) 6.0 mm RMT 5405.00

iii) 7.0 mm RMT 6321.00iv) 8.0 mm RMT 7242.00G Dia of Pipe: 450.00 mm (1.D)


ii) 6.0 mm RMT 6070.00iii) 7.0 mm RMT 7098.00


TONK DISTRICT


S. No. Description Unit Rate in Rs.iv) 8.0 mm RMT 8120.00v) 9.0 mm RMT 9165.00H Dia of Pipe: 500.00 mm (1.0)


ii) 6.0 mm RMT 6736.00iii) 7.0 mm RMT 7874.00iv) 8.0 mm RMT 9017.00v) 9.0 mm RMT 10164.00I Dia of Pipe: 550.00 mm (1.0)


ii) 6.0 mm RMT 7401.00iii) 7.0 mm RMT 8651.00iv) 8.0 mm RMT 9904.00v) 9.0 mm RMT 11162.00J Dia of Pipe: 600.00 mm (1.D)


ii) 6.0 mm RMT 8067.00iii) 7.0 mm RMT 9427.00iv) 8.0 mm RMT 10792.00v) 9.0 mm RMT 12161.00

vi) 10.00 mm RMT 13534.00vii) 12.00 mm RMT 16294.00

K Dia of Pipe: 650.00 mm (1. D)Thickness of pipe

i) 5.0mm RMT 7266.00ii) 6.0 mm RMT 8733.00

iii) 7.0 mm RMT 10204.00iv) 8.0 mm RMT 11679.00v) 9.0 mm RMT 13159.00


L Dia of Pipe: 700.00 mm (l.D)Thickness of pipe

i) 5.0mm RMT 7821.00ii) 6.0 mm RMT 9398.00


vi) 10.00 mm RMT 15753.00vii) 12.00 mm RMT 18956.00M Dia of Pipe: 750.00 mm (LO)




N Dia of Pipe: 800.00 mm (l.D)Thickness of pipe

i) 5.0mm RMT 8930.00


TONK DISTRICT


S. No. Description Unit Rate in Rs.ii) 6.0 mm RMT 10729.00

iii) 7.0 mm RMT 12533.00iv) 8.0 mm RMT 14341.00v) 9.0 mm RMT 16154.00vi) 10.00 mm RMT 17971.00vii) 12.00 mm RMT 21619.00

O Dia of Pipe: 850.00 mm (l.D)Thickness of pipe

i) 5.0mm RMT 9485.00ii) 6.0 mm RMT 11395.00



P Dia of Pipe: 900.00 mm (l.D)Thickness of pipe

i) 5.0mm RMT 10039.00ii) 6.0 mm RMT 12061.00



Q Dia of Pipe: 950.00 mm (1.D)Thickness of pipe

i) 5.0mm RMT 10594.00ii) 6.0 mm RMT 12726.00



R Dia of Pipe: 1000.00 mm (I.D)Thickness of pipe

i) 5.0mm RMT 11149.00ii) 6.0 mm RMT 13392.00



S Dia of Pipe: 1050.00 mm (J.D)Thickness of pipe

i) 5.0mm RMT 11703.00ii) 6.0 mm RMT 14057.00



T Dia of Pipe: 1100.00 mm (1.D)Thickness of pipe

i) 5.0mm RMT 12258.00ii) 6.0 mm RMT 14723.00


TONK DISTRICT


S. No. Description Unit Rate in Rs.iii) 7.0 mm RMT 17192.00iv) 8.0 mm RMT 19666.00v) 9.0 mm RMT 22145.00


U Dia of Pipe: 1150.00 mm (1. D)Thickness of pipe

i) 5.0mm RMT 12813.00ii) 6.0 mm RMT 15389.00



V Dia of Pipe: 1200.00 mm (1.D)Thickness of pipe

i) 5.0mm RMT 13367.00ii) 6.0 mm RMT 16054.00


vi) 10.00 mm RMT 26846.00vii) 12.00 mm RMT 32268.00W Dia of Pipe: 1250.00 mm (J.D)



vi) 12.00 mm RMT 33600.00X Dia of Pipe: 1300.00 mm (1.0)



vi) 12.00 mm RMT 34931.00Y Dia of Pipe: 1350.00 mm (l.D)


ii) 8.0 mm RMT 24104.00iii) 9.0 mm RMT 27137.00iv) 10.00 mm RMT 30174.00v) 12.00 mm RMT 36262.00Z D ia of Pipe: 1400.00 mm (1.D)



AA Dia of Pipe: 1450.00 mm (l. D)Thickness of pipe


TONK DISTRICT


S. No. Description Unit Rate in Rs.i) 7.0 mm RMT 22628.00


AB Dia of Pipe: 1500.00 mm (I.D)Thickness of pipe

i) 7.0 mm RMT 23405.00ii) 8.0 mm RMT 26766.00


AC D ia of Pipe: 1550.00 mm (I.D)Thickness of pipe

i) 7.0 mm RMT 24181.00ii) 8.0 mm RMT 27654.00


AD D ia of Pipe: 1600.00 mm (I.0)Thickness of pipe

i) 7.0 mm RMT 24958.00ii) 8.0 mm RMT 28541.00


AE Dia of Pipe: 1650.00 mm (I.D)Thickness of pipe

i) 8.0 mm RMT 29428.00ii) 9.0 mm RMT 33127.00

iii) 10.00 mm RMT 36830.00iv) 12.00 mm RMT 44249.00AF Dia of Pipe: 1700.00 mm (I.D)


ii) 9.0 mm RMT 34125.00iii) 10.00 mm RMT 37939.00iv) 12.00 mm RMT 45580.00

AG Dia of Pipe: 1750.00 mm (I.D)Thickness of pipe

i) 8.0 mm RMT 31203.00ii) 9.0 mm RMT 35124.00

iii) 10.00 mm RMT 39049.00iv) 12.00 mm RMT 46912.00

AH Dia of Pipe: 1800.00 mm (I.D)Thickness of pipe

i) 8.0 mm RMT 32091.00ii) 9.0 mm RMT 36122.00

iii) 10.00 mm RMT 40158.00iv) 12.00 mm RMT 48243.00v) 16.00 mm RMT 64466.00Al Dia of Pipe: 1850.00 mm (l.D)


ii) 9.0 mm RMT 37121.00


TONK DISTRICT


S. No. Description Unit Rate in Rs.iii) 10.00 mm RMT 41267.00iv) 12.00 mm RMT 49574.00v) 16.00 mm RMT 66241.00

AJ Dia of Pipe: 1900.00 mm (I.D)Thickness of pipe

i) 8.0 mm RMT 33866.00ii) 9.0 mm RMT 38119.00


AK Dia of Pipe: 1950.00 mm (I.D)Thickness of pipe

i) 8.0 mm RMT 34753.00ii) 9.0 mm RMT 39117.00


AL Dia of Pipe: 2000.00 mm (I.D)Thickness of pipe

i) 8.0 mm RMT 35641.00ii) 9.0 mm RMT 40116.00


1.6 Providing and fixing of flanged/ plain ended MS specials made from MSsheet strips of relavant IS specification of approved thickness by welding,lowering, laying, aligning, fixing in position at all level/ depths in trenchescomplete including all taxes, material, labour, inside lining, outsidecoating, testing and commisssioning along with pipe line as per technicalspecifications and direction of Engineer in Charge.

1.6.1 MS pipe specials up to 600 mm dia (with minimum 5mm thickness sheet) Kg119.00

1.6.2 MS pipe specials up to 600 mm dia (with minimum 6.3 mm thicknesssheet)

Kg128.00

Lining and Coating of MS Pipe1.7 Providing and applying 3LPE (3 Layer Polyethylene) coating conforming

to ISO 21809-1 , DIN 30670-91 , ANSI/AWWA C2 l3-01 or CAN/CSAZ245.20-10 to external surface of M.S. Pipe comprising of a layer offusion bonded epoxy (FBE), overlaid with PE adhesive coat with an outerlayer of high density polyethylene, including preparation of surface bysolvent cleaning as per ISO 8502 3, abrasive blasting to a surface finish ofGrade SA 2.5 to DIN EN ISO 8501 - 1 and surface profile of 50 to 75microns as per DIN EN ISO 8503-2. Minimum thickness of FBE shall be200 microns and of adhesive layer shall be 200-250 microns includingfield joints coating at site complete as per technical specification anddirection of Engineer in Charge.Note:(i) 3LPE external surface coating on MS pipes shall be factoryapplied only.(ii) Rates are for total thickness of 3LPE coating system as per DIN 30670-Table-3(a) For pipe dia. Up to 500 mm and less than 800 mm minimum thicknessof coating system 2.5-3.2 mm(b)For pipe dia. equal and more than 800 mm minimum thickness ofcoating system 3.2-3.7 mm

SQM 861.00


TONK DISTRICT


S. No. Description Unit Rate in Rs.1.8 Providing and applying DFBE ( Dual Layer Fusion Bonded Epoxy)

Coating to the external surface of M.S. Pipes conforming to CanadianStandard CSA Z 245.20-10, consisting of Ist layer of (FBE) FusionBonded Epoxy as corrosion protection layer and 2nd layer also of FBEpowder as Abrasion Resistant Overcoat (ARO), including preparation ofsurface by cleaning as per ISO 8502-3 and abrasive blasting to a finish toSA 2.5 of Swedish standard SIS 055900 ( latest edition) and anchor panernof 75 to 100 microns including field joints coating at site complete as pertechnical specification and direction of Engineer in Charge.Note:(i) DFBE external surface coating on MS pipes shall be factory appliedonly.(ii) Minimum thickness of I layer of FBE shall be 350 microns and of IIlayer of ARO shall be 400 microns (i.e. total thickness of 750 microns)with tolerance of+ I00 microns

SQM 809.00

1.9 Providing and applying Spray applied, 100% Solids (Solvent free) TwoComponent PU ( Polyurethane) coating as per AWWA C222 Standard onexternal surface of M.S. Pipe including preparation of pipe outer surface asper SSPC-SPIO/NACE No 2 near white blast cleaning. Anchor profileobtained shall be more than 75 microns, including field joints coating atsite complete as per technical specification and direction of Engineer inCharge.Note:(i) PU external surface coating on MS pipes shall be factory applied only.(ii) Rates are for single coat of PU of thickness 625 microns.

SQM 1040.00

1.10 Providing and applying with mechanical arrangement I :3 proportioncement sand gunite of following thickness to M.S. Pipe surface under 2.1Kg per Sqcm to 2.80 Kg per Sqcm. pressure including removing the loosematerials as directed by EiC and including scrapping the surface with wirebrushes, degreasing, cleaning by compressed air and providing fixing BRCfabric no.14 as reinforcement, curing for 21 days, disposing off therebound materials with in a lead of 50 mtr including field joints coating atsite complete as per technical specification and direction of Engineer inCharge.

SQM

1.10.1 25 mm thick SQM 462.001.10.2 40 mm thick SQM 520.00

1.11 Providing and applying Solvent free, two pack liquid epoxy lining tointernal surface of M.S. Pipe as per BS 6920:2000 and AWWA C2 I0standard including preparation of internal surface of pipe by cleaning asper ISO 8502-3 and abrasive blasting to a surface finish to SA 2.5 to DIN,ISO 8501-1 and surface profile of 50 to 75 microns as per DIN-ISO 8503-4, including field joints coating at site complete as per technicalspecification and direction of Engineer in Charge. Liquid Epoxy shall beNSF/WRAS approved for drinking water. Note:(i) Liquid epoxy lining on internal surface of MS pipe shall be factoryappliedonly.(ii) Dry Film Thickness (DFT) shall be minimum 406 microns withtolerance +200 & -0 microns.

SQM 375.00


TONK DISTRICT


S. No. Description Unit Rate in Rs.1.12 Providing and applying I00% Solids,Rigid, DTM Polyurethane Coating co

internal surface of M.S. Pipe as per AWWA C222 standard includingpreparation of internal surface of pipe as per SSPC-SPl O/NACE No 2near white blast cleaning. Anchor profile shall be more than 75 micronsincluding field joints coating at site complete as per technical specificationand direction of Engineer in Charge. Polyurethane Coating shall beNSF/WRAS/SS-375 approved for drinking water.Note:(i) PU internal lining on MS pipe shall be factory applied.(ii) Rates are for single coat of PU of thickness 500 microns

SQM 554.00

1.13 Providing and making inner cement mortar lining to M.S. Pipes withmechanical devices in cement mortar 1: 1 proportion, including cost of allmaterials, labour, special sand required. machinery, power generation, allquipments, including field joints at site complete as per technicalspecification and direction of Engineer in charge.

1.13.1 9 mm thick for pipes upto 700 mm dia SQM 289.001.13.2 12 mm thick for pipes above 700 mm dia SQM 318.00

1.14 Providing, lowering, laying and jointing in trenches bar wrapped steelcylinder pipes (BWSC) for overlapping steel welded joint as per IS: 15155-2001(amended up to date) of following class and diameter including alltaxes including all taxes(central and local), transportation and freightcharges, inspection charges, loading/unloading charges stacking of pipesincluding cost of labour and metrial special (T-bend etc.) satisfactorilyhydraulic testing, disinfection etc complete as per technical specificationand direction of engineer incharge (excluding earthwork) ; with E.D.exemption.Note--Providing and fixing of all requisite specials as per drawing, designand layout are inclusive in RM measurement of the item and shall not bepaid seperately.

NOTES1) Class mentioned below represents the factory test pressure of pipe,2)

1.14.1 Factory test pressure 12 Kg /Cm 2

i) 250 mm RMT 3257.00ii) 300 mm RMT 3704.00

iii) 350 mm RMT 4277.00iv) 400 mm RMT 4766.00v) 450 mm RMT 5490.00

vi) 500 mm RMT 5943.00vii) 600 mm RMT 7585.00

viii) 700 mm RMT 8978.00ix) 800 mm RMT 10800.00x) 900 mm RMT 12924.00

xi) 1000 mm RMT 15599.00xii) 1100 mm RMT 21414.00

xiii) 1200 mm RMT 23764.00xiv) 1300 mm RMT 25980.00xv) 1400 mm RMT 29035.00

xvi) 1500 mm RMT 34333.00xvii) 1600 mm RMT 36918.00

For external coating at site to the joints, necessary polythene wrapping for pouring cement slurryshall also be provided with each pipe.

BWSC PIPES


TONK DISTRICT


S. No. Description Unit Rate in Rs.1.14.2 Factort test pressure 14Kg /Cm 2

i) 250 mm RMT 3257.00ii) 300 mm RMT 3704.00








i) 250 mm RMT 3257.00ii) 300 mm RMT 3704.00








i) 250 mm RMT 3257.00ii) 300 mm RMT 3704.00








TONK DISTRICT


S. No. Description Unit Rate in Rs.1.14.5 Factory test pressure 18 Kg /Cm 2

i) 250 mm RMT 3257.00ii) 300 mm RMT 3704.00







1.15 Providing, lowering, laying and jointing in trenches, standard lengths ISImarked AC pressure pipe class 15 manufactured by MAZZA process asper lS-1592-2003 or amended upto date with AC coupling and EPDMRubber sealing rings of Type -3 as per IS: 5382/1985 (Reaffirmed 1998) oramended up to date, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, labourand material, satisfactory hydraulic testing etc. complete as per technicalspecifications and direction of Engineer-in-charge. (excluding earth workand specials)

1.15.1 150 mm dia Cl-15 RM 620.001.15.2 200 mm dia Cl-15 RM 1011.001.15.3 250mm dia Cl-15 RM 1318.001.15.4 300 mm dia Cl-15 RM 1907.001.15.5 350 mm dia Cl-15 RM 2418.001.15.6 400 mm dia Cl-15 RM 3198.001.15.7 450 mm dia Cl-15 RM 3758.001.15.8 500 mm dia Cl-15 RM 4753.001.15.9 600 mm dia Cl-15 RM 6773.00

Removing and Laying of Pipe line1.16 De-jointing and removing of already laid Cl/DI pipes of following

diameters in excavated trenches with care, without damaging pipes, CIDjoints, valves, specials etc. and other materials and then refilling of soilafter de-laying and de-jointing of pipelines 1.17 with proper compactionand disposing of all surplus soil as directed with in a lead of 30 mtr. Thisalso include stacking the pipes with care and transporting the same todiv./sub div. store or as directed by EiC with in the division. (Rates areExclusive of Earth Work)

1.16.1 80 mm RMT 39.001.16.2 100 mm RMT 39.001.16.3 125 mm RMT 41.001.16.4 150 mm RMT 49.001.16.5 200 mm RMT 64.001.16.6 250 mm RMT 86.001.16.7 300 mm RMT 100.001.16.8 350mm RMT 115.001.16.9 400 mm RMT 138.00


TONK DISTRICT


S. No. Description Unit Rate in Rs.1.16.10 450 mm RMT 167.001.16.11 500 mm RMT 209.001.16.12 600 mm RMT 245.00

1.17 De-jointing and removing of already laid MS pipes of followingdiameters in excavated trenches with care, without damaging pipes, CIDjoints, valves, specials etc. and other materials and then refilling of soilafter de-laying and de-jointing of pipelines with proper 1.18 compectionand disposing of all surplus soil as directed with in a lead of 30 mtr. Thisalso include stacking the pipes with care and transporting the same todiv./sub div. store or as directed by EiC with in the division. (Rates areExclusive of Earth Work and jointing material)

1.17.1 100 mm RMT 25.001.17.2 125 mm RMT 26.001.17.3 150 mm RMT 30.001.17.4 200 mm RMT 57.001.17.5 250 mm RMT 78.001.17.6 300 mm RMT 92.001.17.7 350mm RMT 106.001.17.8 400 mm RMT 127.001.17.9 450 mm RMT 154.00

1.17.10 500 mm RMT 194.001.17.11 600 mm RMT 227.00

1.18 Laying, Jointing, Testing and Commissioning of Ductile Iron(DI) Pipes of any class in assorted length with specials, valves etc.including local handling and transportation from PHED store and 1.20then refilling of soil with proper compection and disposing of all surplussoil as directed with in a lead of 30 mtr as per satisfaction of EiC. (Ratesare Exclusive of Earth Work and jointing materials)

1.18.1 80 mm RMT 39.001.18.2 100 mm RMT 39.001.18.3 125 mm RMT 41.001.18.4 150 mm RMT 49.001.18.5 200 mm RMT 64.001.18.6 250 mm RMT 86.001.18.7 300 mm RMT 100.001.18.8 350mm RMT 115.001.18.9 400 mm RMT 138.00

1.18.10 450 mm RMT 167.001.18.11 500 mm RMT 209.001.18.12 600 mm RMT 245.00

1.19 Laying, Jointing, Testing and Commissioning of AC PressurePipes(Class- 10/15/20) of any class in assorted length with specials, valves etc.including local handling and transportation from PHED store and thenrefilling of soil with proper compection and disposing of all surplus soil asdirected with in a lead of 30 mtr as per satisfaction of EiC. (Rates areExclusive of Earth Work and jointing materials)

1.19.1 80 mm RMT 28.001.19.2 100 mm RMT 29.001.19.3 125 mm RMT 30.001.19.4 150 mm RMT 33.001.19.5 200 mm RMT 38.001.19.6 250 mm RMT 46.001.19.7 300 mm RMT 83.00


TONK DISTRICT


S. No. Description Unit Rate in Rs.1.19.8 350mm RMT 83.001.19.9 400 mm RMT 104.00

1.19.10 450 mm RMT 118.001.19.11 500 mm RMT 134.001.19.12 600 mm RMT 148.00

1.20 Laying, Jointing, Testing and Commissioning of HDPE pipes of anygrade in assorted length with specials, valves etc. with jointing material/fixing of necessary jointing material like mechenical connector i.e. thread/insert joint/ quick release coupler joint compresion fitting joint or flangedjoint and jointing pipe in proper position jointing of all specials by buttfusion I electro fusion welding method, including local handling andtransportation from PHED store and then refilling of soil with propercompection and disposing of all surplus soil as directed with in a lead of30 mtr as per satisfaction of EiC. (Rates are Exclusive of Earth Workand jointing materials)

11.20.1 63 mm RMT 9.0011.20.2 75 mm RMT 14.0011.20.3 90 mm RMT 21.0011.20.4 110 mm RMT 32.0011.20.5 125 mm RMT 38.0011.20.6 140 mm RMT 43.0011.20.7 160 mm RMT 73.0011.20.8 180 mm RMT 78.0011.20.9 200 mm RMT 82.00

11.20.10 225 mm RMT 85.0011.20.11 250mm RMT 105.0011.20.12 280mm RMT 112.0011.20.13 315mm RMT 120.00


TONK DISTRICT

70 MICRO IRRIGATION

1

2

3

4

S.No Item Unit Rate in Rs

PLANNING AND DESIGNING1 Collection of revenue map and jamabandi of the Area of Interest, scanning

revenue map and digitization of khasra boundary & jamabandi. Rate shall be paid per Ha GCA

/ Ha 42

2 Geo-refrencing of digitized khasra map and marking chak & sub chak of requiredsize for micro irrigation and providing chak & sub chak wise GCA, CCA detailsin excel format. Soft copy with two set of Hard copy shall be provided.Rate shall be paid per Ha CCA

/ Ha 47

3 Planning of field distribution pipe network up to chak and sub chak level,hydraulic design of pipe network planning & design of outlet arrangement withdrawing and Irrigation scheduling up to chak level. Chak Plan showing pipenetwork is to be provided in soft copy & two set of Hard copy. Rate shall be paid per Ha CCA

/ Ha 88

4 Preparation of l-section of pipe lines as per approved pipe network & hydraulicdesign from competent authority (showing safety valve & control valvearrangement, filteration system and other accessory if required). Design anddrawing of thrust blocks, pedestals and valve chamber, are to be provided. Alldesign, drawing should fulfill the design specification as per the tender documentand IS code / relevant mannuals.Rate shall be paid per Ha CCA

/ Ha 113

5 Irrigation scheduling with timing up to subchak level is to be preapred as perapproved design and revenue record. Rate shall be paid per Ha CCA / Ha 39

6 Planning and design of Diggie for micro irrigation system including design ofintake/ sump well, pump house and other ancillary developments to be done in thecampus and providing all hydro- electro mechanical designs and drawings.

Each 71000

A FIELD DISTRIBUTION PIPE NETWORKWater allowance has been taken 3.0 cusec / 1000 acre

CHAPTER - XIV

MICRO IRRIGATION

General ConditionThe rates are inclusive of all taxes, levies, royalty, GST, leads of all material and contractor's profit etc.

All the pipe network should be designed in such manner that the total head losss (including frictionalhead loss, fitting losses and elveation differance excluding suction head, losses of filteration unit andpump house losses ) for a Chak of size up to 200 Ha should not be more than 45 m and for chak of size200 to 400 Ha should not be more than 50 meter. However, if topography of a particular chak doesn’tpermit the same than for a particular chak engineer-in-charge may permit more head loss.

The pipe of respective pressure rating is allowed only up to 80% of permissible pressure as per ISstandards.

The rates in this chapter are inclusive of de-watering wherever required.


TONK DISTRICT

71 MICRO IRRIGATION


1 Supplying, laying, jointing, testing and commissioning of buried HDPE grade PE80 / PE 100 pipe net work system within the chak upto Hydrant (chak size up to200 Ha and sub chak 4.5 Ha and Hydrant at every 1.25 Ha to 1.5 Ha) includingfittings as per approved design & drawings and fulfilling IS code / mannualsspecification. This item is including excavation, refilling, ramming and disposalof extra excavated material. This item is for water allowance @ 3 cusec / 1000acre and pipe line terminating at Hydrant is to be designed to carry minimum 3.5lps discharge and 20 meter head.The rates are inclusive of material, lead & lift and also inclusive of all kind oftaxes, levies, turnover tax, service tax, income tax, octroi, vat, panchayat tax,royalty, GST & contractor profit.Note: This is including cost of supply & fixing of manual operated Hydrant-outlet assembly as per the respective item, but excluding cost of safety valves,control valves and metering arrangements.

/ Ha 30900

2 Supplying, laying, jointing, testing and commissioning of buried HDPE grade PE80 / PE 100 pipe net work system within the chak upto Hydrant (Chak size up to200 Ha and sub chak at every 4.5 Ha and hydrant at every 2.0 Ha to 2.5 Ha)including fittings as per approved design & drawings and fulfilling IS code /mannuals specification. This item is including excavation, refilling, ramming anddisposal of extra excavated material. This item is for water allowance @ 3 cusec /1000 acre and pipe line terminating at Hydrant is to be designed to carryminimum 3.5 lps discharge and 20 m head.The rates are inclusive of material, lead & lift and also inclusive of all kind oftaxes, levies, turnover tax, service tax, income tax, octroi, vat, panchayat tax,royalty, GST & contractor profit.Note: This is including cost of supply & fixing of manual operated Hydrant-outlet assembly as per the respective item, but excluding cost of safety valves,control valves and metering arrangements.

/ Ha 27400

3 Supplying, laying, jointing, testing and commissioning of buried HDPE grade PE80 / PE 100 pipe net work system within the chak upto Hydrant (Chak size up to200 Ha and sub chak with hydrant at every 4.0 Ha to 5.0 Ha) including fittingsas per approved design & drawings and fulfilling IS code / mannualsspecification. This item is for water allowance @ 3 cusec / 1000 acre and pipe lineterminating at Hydrant is to be designed to carry minimum 3.75 lps discharge andHead 22 meter.The rates are inclusive of material, lead & lift and also inclusive of all kind oftaxes, levies, turnover tax, service tax, income tax, octroi, vat, panchayat tax,royalty, GST & contractor profit.Note: This is including cost of supply & fixing of manual operated Hydrant-outlet assembly as per the respective item, but excluding cost of safety valves,control valves and metering arrangements.

/ Ha 22900


TONK DISTRICT

72 MICRO IRRIGATION


4 Supplying, laying, jointing, testing and commissioning of buried HDPE grade PE80 / PE 100 pipe net work system within the chak upto Hydrant (Chak size of 201to 400 Ha and sub chak at every 8.0 Ha to 8.5 Ha) including fittings as perapproved design & drawings and fulfilling IS code / mannuals specification. Thisitem is including excavation, refilling, ramming and disposal of extra excavatedmaterial. This item is for water allowance @ 3 cusec / 1000 acre and pipe line terminatingat Hydrant is to be designed to carry minimum 5 lps discharge and Head 25 meter.The rates are inclusive of material, lead & lift and also inclusive of all kind oftaxes, levies, turnover tax, service tax, income tax, octroi, vat, panchayat tax,royalty, GST & contractor profit.Note: This is including cost of supply & fixing of manual operated Hydrant-outlet assembly as per the respective item, but excluding cost of safety valves,control valves and metering arrangements.

/ Ha 19400

B FIELD DISTRIBUTION PIPE NETWORKWater allowance has been taken 2.5 cusec / 1000 acre

1 Supplying, laying, jointing, testing and commissioning of buried HDPE grade PE80 / PE 100 pipe net work system within the chak upto Hydrant (chak size up to200 Ha and sub chak 4.5 HA and Hydrant at every 1.25 Ha to 1.5 Ha) includingfittings as per approved design & drawings and fulfilling IS code / mannualsspecification. This item is including excavation, refilling, ramming and disposalof extra excavated material. This item is for water allowance @ 2.5 cusec / 1000acre and pipe line terminating at Hydrant is to be designed to carry minimum 3.5lps discharge and 20 M head.The rates are inclusive of material, lead & lift and also inclusive of all kind oftaxes, levies, turnover tax, service tax, income tax, octroi, vat, panchayat tax,royalty, GST & contractor profit.Note: This is including cost of supply & fixing of manual operated Hydrant-outlet assembly as per the respective item, but excluding cost of safety valves,control valves and metering arrangements.

/ Ha 28800

2 Supplying, laying, jointing, testing and commissioning of buried HDPE grade PE80 / PE 100 pipe net work system within the chak upto Hydrant (Chak size up to200 Ha and sub chak at every 4.5 Ha and hydrant at every 2.0 Ha to 2.5 Ha)including fittings as per approved design & drawings and fulfilling IS code /mannuals specification. This item is including excavation, refilling, ramming anddisposal of extra excavated material. This item is for water allowance @ 2.5 cusec/ 1000 acre and pipe line terminating at Hydrant is to be designed to carryminimum 3.5 lps discharge and 20 m head.The rates are inclusive of material, lead & lift and also inclusive of all kind oftaxes, levies, turnover tax, service tax, income tax, octroi, vat, panchayat tax,royalty, GST & contractor profit.Note: This is including cost of supply & fixing of manual operated Hydrant-outlet assembly as per the respective item, but excluding cost of safety valves,control valves and metering arrangements.

/ Ha 25300


TONK DISTRICT

73 MICRO IRRIGATION


3 Supplying, laying, jointing, testing and commissioning of buried HDPE grade PE80 / PE 100 pipe net work system within the chak upto Hydrant (Chak size up to200 Ha and sub chak with hydrant at every 4.0 Ha to 5.0 Ha) including fittingsas per approved design & drawings and fulfilling IS code / mannualsspecification. This item is for water allowance @ 2.5 cusec / 1000 acre and pipeline terminating at Hydrant is to be designed to carry minimum 3.75 lps dischargeand Head 22 m.The rates are inclusive of material, lead & lift and also inclusive of all kind oftaxes, levies, turnover tax, service tax, income tax, octroi, vat, panchayat tax,royalty, GST & contractor profit.Note: This is including cost of supply & fixing of manual operated Hydrant-outlet assembly as per the respective item, but excluding cost of safety valves,control valves and metering arrangements.

/ Ha 20800

4 Supplying, laying, jointing, testing and commissioning of buried HDPE grade PE80 / PE 100 pipe net work system within the chak upto Hydrant (Chak size of 350-400 Ha and sub chak at every 8.0 Ha to 8.5 Ha) including fittings as per approved design & drawings and fulfilling IS code / mannuals specification. This item isincluding excavation, refilling, ramming and disposal of extra excavated material. This item is for water allowance @ 2.5 cusec / 1000 acre and pipe line terminatingat Hydrant is to be designed to carry minimum 5 lps discharge and Head 25 m.The rates are inclusive of material, lead & lift and also inclusive of all kind oftaxes, levies, turnover tax, service tax, income tax, octroi, vat, panchayat tax,royalty, GST & contractor profit.Note: This is including cost of supply & fixing of manual operated Hydrant-outlet assembly as per the respective item, but excluding cost of safety valves,control valves and metering arrangements.

/ Ha 16800

FILTERATION ARRANGEMENT (Only for Estimation for EPC contract)

PRIMARY FILTERATION

1 Supplying, laying, jointing, testing and commissioning of Hydrocyclon filter forprimary filteration up to particle size of 300 micron with dismentalling joint andall other accessories required for proper functioning for discharge capacityies asunder;

/ Ha 2000

SECONDARY FILTERATIONSupplying, laying, jointing, testing and commissioning of auto clean screen / discfilter having interconnecting manifold between filters in high quality MS pipe asper relevent IS standard, duly fabricated & external surface duly epoxy painted to150DFT including DP switch and controller and battery backup. Providing andfixing Inlet, Outlet, Bypass Butterfly Isolation valves & Check valve in CI, PN10Wafer type and counter flanges in ANSI B 16.5# 150 for discharge capacity asunder;

35 LPS to 55 LPS each 695000NOTE:-

1

2

2

For estimation of different component of micro irrigation work "Turnkey Project on EPC mode"following provision can be considered as per design / specification finalised for the scheme;Cost of hydro electro mechanical works including pumps, motors, mud pumps, trash rack, screens, allvalve arrangement, flow / pressure meter, water level recorder, control panel within the pump house andsupply & installation of transformer (with one standby) etc. can be taken @ Rs 25000 per kw ofcapacity of total pumps (including standby capacity). This is excluding the cost of electric transmissionline from GSS / Grid to the pump house.Filteration system


TONK DISTRICT

74 MICRO IRRIGATION


(a)

(b)

3

4

5

(a)(b)

(c)

(d)

(e)

With SCADA contorl up to 20 Ha sub-Chak Level and solonoid control valve up to hydrant up to 1.75-2.25haWith SCADA contorl up to 20 Ha sub-Chak Level and solonoid control valve up to hydrant up to 4.0-5.0haWith SCADA contorl up to 25 ha sub-Chak Level and solenoid control valve up to hydrant up to 8.0-8.5 ha

Cost for supplying, designing and installation of PLC- SCADA system with all parts and GPRS basedtransmission system (RTU) for operation of pipe irrigation network as per designed irrigationscheduling up to Chak / Sub-Chak Level is to assesed from detailed sample estimate for patternadopted. Sample patterns can be as under;

SCADA control up to 200 Ha Chak Level and there after manual controlWith SCADA contorl up to 20 Ha sub-Chak Level and solonoid control valve up to hydrant at 1.25-1.5ha

Cost for supplying, laying, jointing, testing and commissioning of safety valve i.e air valve, NRV,PRV, scour valve, check valve, butterfly valve, sluice valve, gate valve, ball valve, dismentalling jointetc. essential for safety and smooth operation of pipe network including civil work (pedestal,valvechamber etc.) is to assesed from detailed sample estimate.

Cost of primary filteration (if required) including siltation chamber, hydrocyclone filter with isolationvalve & manifold etc. arrangement, cost estimate can be prepared or it can be taken @ Rs 2000 per HaCCA for estimation purpose only. Primary filteration can filter material up to 200 micron particles.

Cost of secondary filteration system including auto clean screen / disc filter having interconnectingmanifold between filters in high quality MS pipe as per relevent IS standard, duly fabricated & externalsurface duly epoxy painted to 150DFT including DP switch and controller and battery backup.Providing and fixing Inlet, Outlet, Bypass Butterfly Isolation valves & Check valve in CI, PN10 Wafertype and counter flanges in ANSI B 16.5# 150 for designed discharge cost estimate can be prepared orit can be taken @ Rs 3500 per Ha CCA for estimation purpose only. Secondary filteration for microirrigation is required to filter particle size up to 130 micron.

Cost for supplying, laying, jointing, testing and commissioning of motor operated pressure reducingflow control valve (elctro megnatic / anaolg type) up to chak level excluding / including battery backupor electric supply line for different pipe sizes is to assesed from detailed sample estimate.


TONK DISTRICT

75 TUNNEL AND ALLIED WORKS

12

3

4

56

7

8

9

Code No.4756-1978

(Reaffirmed2007)4880

4880 (Pt I )-19874880 (Pt II)-19764880 (Pt III)-19764880 (Pt IV)-19714880 (Pt V)-19724880 (Pt VI)-19714880 (Pt VII)-1975

58785878 (Pt I)-1971

5878 (Pt II/Sec 1 )- 1970

Structural design of concrete lining in rock(Reaffirmed 2000)Structural design of concrete lining in soft strata and soils (Reaffirmed 2000).

General design(Reaffirmed1999)

Code of practice for construction of tunnels-

Tunnel supports(Reaffirmed 2000)Structural design of steel lining(Reaffirmed 2000)

Geometric design (first revision) (Reaffirmed 2000)Hydraulic design (first revision) (Reaffirmed 2000)

Precision survey and setting out(Reaffirmed 2000)Underground excavation in rock, section 1-Drilling and Blasting.(Reaffirmed 2000)

The following Indian Standards may be referred to:-

Safety Code for Tunneling work (first revision)

Code of practice for design of tunnels conveying water-

For intake structure, tunnel portals, retaining walls, pitching etc, the rates as provided under Chapter of Cement Concrete and other relavent chapter shall be adopted.

Measurements.- (A) Linear dimensions shall be measured to the nearest 0.01 m, the area shall be worked out to the nearest 0.01 sq m and cubical contents to the nearest 0.01 cum.

Measurements.- (B) The measurement of permanent supports shall be done by weight, in kg. which shall include the total weight of steel sections including the steel legging (if any), plates, bolts and nuts and tie rods.Measurements.- (C) No deduction shall be made for the volume of the reinforcement, but the volume of permanent steel supports where provided shall be deducted from the total volume of concrete lining.

Title

Unless otherwise specified the basic rates are inclusive of all leads and lifts.Unless otherwise specified the basic rates are inclusive of standard finish (F2) required for concrete surface.

TUNNEL AND ALLIED WORKSCHAPTER -XV

All General Notes are applicable to Tunnel and Allied Works to the extent they are relevant.The basic rates are inclusive of additional costs for working inside tunnel, shaft and adit, with all applicable machinaries whichever required for execution of underground works excluding the Tunnel Boring Machine.

The basic rates are inclusive of scaling loose material, removal of under-cuts, cleaning bed including lighting & ventilation inside tunnel.Excavation - (A) All the open cut excavation upto Tunnel Portal / Adit Portal/ Inclined Shaft Portal shall be measured and paid as per Chapter of Excavation.

Excavation - (B) The rates include dressing to the extent necessary for a particular item of work.Excavation - (C) The payment for excavation shall be done as per pay-line indicated in the drawing. The generally pay-line defined 15 cm beyond Minimum Excavation Line, In Bed no pay line excavation shall be payble.

NOTES.


TONK DISTRICT


5878 (Pt II/Sec 2)- 1971

5878 (Pt II/Sec 3)- 1971

5878 (Pt III)-19725878 (Pt IV)-19715878 (Pt V)-19765878 (Pt VI)-19755878 (Pt VII)-1972

6433-1972

S.No Description of Item Unit Rate in Rs.1 Excavation of tunnel up to pay line, Vertical/Inclined shaft, adit, recess,

enlargement by tunnelling methods including cost of temporary supportsin all types of soil/ rock strata (excluding cost of providing permanentsupports) including cost of blasting, all materials, machinery, labour,ventilation, lighting, drainage, dewatering, scaling excavated surface,removing and hauling excavated muck outside tunnel up to specifieddump area and all other ancillary operations etc. complete with allunderground lead and lifts and ground lead up to 1km and all lifts.Including all applicable taxes and levies etc

a Above 4.50 m D Shapped (Finished)/ Diameter (Finished) (Through Shaft(s)/Adit/Inclined Shaft)

Cum 2632

b Above 4.50 m D Shapped (Finished)/ Diameter (Finished) (through itself) Cum 2167

c Upto 4.50 m D Shapped (Finished)/ Diameter (Finished) (through itself) Cum 3061

d Upto 4.50 m D Shapped/ Diameter (Through Shaft(s)/ Adit/Inclined Shaft) Cum 3306

2 Geological Overbreak in underground excavation occurred due togeological fault, removal of muck, stabilization of overbreak withtemporary supports etc including cost of all materials (excluding backfilling Concrete/masonry), machinery, labour, ventilation, lighting,drainage, cleaning, scaffolding etc. complete with all leads & lift.Including all applicable taxes and levies etc

Cum 1084

3 Providing 25 mm thick guniting /shotcreting to sides and arch of tunnelin M-25 proportion by weight including cost of all materials, machinery,labour, ventilation, lighting, drainage and all other ancillary operationsetc. complete with all leads & lift. Including all applicable taxes andlevies etc

Sqm 363

4 Providing and fixing Wiremesh of 100mmx100mm size 3.15mm wire diaeach ways or hard drawn steel wire fabric conforming to IS:1566-1957including all labour and materials with contractor's own equipmentsIncluding all applicable taxes and levies etc; complete in all respect

Sqm 535

Guniting equipment(Reaffirmed 2005)

Underground excavation in rock, section 2-Ventilation, lighting,Mucking and dewatering. (Reaffirmed 2000)Underground excavation in rock, section 3- Tunneling method for steeply inclined tunnels, shafts and underground power houses. (Reaffirmed 2000)

Concrete lining (first revision) (Reaffirmed 2000)Steel lining(Reaffirmed 2000)

Tunnel supports(Reaffirmed 2000)

Grouting(Reaffirmed 2000)

Underground excavation in soft strata(Reaffirmed 2000)


TONK DISTRICT


S.No Description of Item Unit Rate in Rs.5 Providing and fixing 25 mm diameter HYSD Steel rock bolts with

adequate number of resin capsule including cost of all materials,machinery, labour, ventilation, lighting, drainage, drilling 35-40 mm dia.holes, threading one end of bolt for fixing nuts, inserting grout capsule,driving bolt, fixing 10 mm thick and 200x200 mm size M.S. plate washerand nuts, tightening the nuts by torque and all other ancillary operationsetc. complete with all lead and all lifts, including testing bolt capacity for10 % of fixed bolts. Including all applicable taxes and levies etc

Per Mtr 471

6 Providing fabrication and fixing in position permanent structural steelsupports as per details including cost of all materials, machinery, labour,ventilation, lighting, drainage, drainage cutting, bending, welding,grinding and all other ancillary operations etc. complete with all lead andall lifts. Including all applicable taxes and levies etc

Per Tonne 91671

7 Providing hoisting and fixing Precast Reinforcement Concrete inshelves including setting in cement mortar (1:3) Cost of requiredcentering, shuttring and finishing smooth with 6 mm thick cement plaster(1:3) on exposed surface complete but excluding the cost ofreinforcement with (1:2:4) (1Cement :2 Coarse Sand: 4Graded StoneAggregate 20 mm nominal size), all other ancillary operations etc.complete with all ground and underground lead and all lifts. Including allapplicable taxes and levies etc

Cum 7596

8 Providing and constructing un-coursed rubble stone masonry withapproved stones from tunnel excavated muck in CM 1:6 proportion byvolume for backfilling over cuts/ slips on tunnel sides due to geologicalfaults etc., including cost of all materials, machinery, labour, ventilation,lighting, drainage, cleaning, scaffolding, batching and mixing mortar,packing mortar and wedging stone chips in joints, curing etc. completewith all leads and lifts. Including all applicable taxes and levies etc

Cum 3135

9 Providing and laying M-10 grade cement concrete using 40 mm gradedclean and hard crushed aggregate, for levelling and back filling ofgeological over-cuts due to geological faults etc., including cost of allmaterials, machinery, labour, ventilation, lighting, drainage, cleaning bed,batching and mixing concrete, conveying up to placing point in agitatorcars and Concrete pumps, placing in position, vibrating, levellingcompacting, finishing, curing and all other ancillary operations etc.complete with all lead and lifts. Including all applicable taxes and leviesetc

Cum 4700

a Add Extra if M-15 grade cement concrete used Cum 516b Add Extra if 20 mm Aggregate Used Cum 55


TONK DISTRICT


S.No Description of Item Unit Rate in Rs.10 Providing and laying M-20 grade design mix

Reinforced cement concrete using 20 mm graded clean and hardcrushed aggregate, for kerb and bed lining including cost of allmaterials (excluding cost of reinforcement), machinery, labour,ventilation, lighting, drainage, form work, batching and mixing concrete,conveying up to placing point in agitator cars and concrete pumps,placing in position, levelling, vibrating, finishing, curing and all otherancillary operations etc. complete with all lead and all lifts. Including allapplicable taxes and levies etc

Cum 7235

a Add Extra if M-25 grade RCC used Cum 350b Deduct if 40 mm Aggregate Used Cum 55

11 Providing and laying M-20 grade design mix Reinforced cementconcrete using 20 mm graded clean and hard crushed aggregate, for sides and arch lining including cost of all materials, machinery, labour,ventilation, lighting, drainage, form work, rail mounted shuttering gantry,batching and mixing concrete, conveying up to placing point in agitatorcars, placing in position using placer and Concrete pump, levelling,vibrating, finishing, curing and all other ancillary operations etc.complete with all lead and all lifts. Including all applicable taxes andlevies etc

Cum 9100

a Add Extra if M-25 grade RCC used Cum 350b Deduct if 40 mm Aggregate Used Cum 55


TONK DISTRICT

79 SURVEY, INVESTIGATION TESTING

1

2

Item Unit Rate in RsSURVEY

1 Establishing the Bench Mark with latitude and longitude by DGPSkeeping instrument stand still for a period (minimum 6 Hr) to givecoordinate accurate to 1m X 1 m and level accuracy 10 mm (plus orminusis achieved)

Each 8000

2 Construction of Pucca bench mark muttam of size 30x30x75 cm incement concrete (1:3:6) with maximum aggregate size of 40 mm with 75cm long MS angle , size 25x25x5 mm embedded including curingtransportation and fixing at site etc. complete with all leads & lifts.

Each 840.00

3 Construction of Pucca bench mark muttam of size 30x30x75 cm in RRstone masonry in cement mortar(1:6) plastered on exposed surface withcement mortar (1:6) in 20 mm thickness.

Each 640.00

4 Supply of 3 cm x 3 cm x 30 cm size wooden pegs (Babul, mango or teakwood etc.) Each 12

5 a Digitization of Jamabandi and providing excel sheet to thedepartmentNote: Jamabandi Register will be provided by Department

Per 100 Khasra 200

b Digitization of Khasra map with details in layers and providing soft copy(acad file)Note: Khasra map will be provided by Department

Per 100 Khasra 525

Coloured Printing of Map on Bond Paper Kma A0 - Paper size Each 350b A1 - Paper size Each 200c A2 - Paper size Each 100d A3 - Paper size Each 40e A4 - Paper size Each 15

Scanning of Map and providing soft copy to the department a A0 - size Map Each 200b A1 - size Map Each 150c A2 - size Map Each 75d A3 - size Map Each 25e A4 - size Map Each 10

Double levelling with auto level, for transfer of bench mark, recordinglevels at 30 meter interval and marking temporary bench mark at suiatblelocation.Level book, bench mark value and location and plotting of thesurvey data is to be submitted to the department.

a In hilly area / km 1690.00b In semi hilly area / km 1120.00c In plain area / km 920.00

A

6

7

8

S. No.

CHAPTER -XVI

SURVEY, INVESTIGATION & TESTING

NOTES.These rates are at work site inclusive of all leads, all taxes, GST, Contractor's profit, overheads , panchayat tax & royalty etc.Payment for SID works shall be released only after -(i) Submission of list of Bench Mark having it's value, location and raw data of field work with level book, field book etc.(ii) If survey is done by TS / DGPS then raw data with northing and easting are to be submitted to the department(iii)Proper certification by competent authority that Bench marks and levels has been checked and found correct.(iv) Submission of work in soft copy ( Auto Cad file) and hard copy as desired by Engineer in Charge.


TONK DISTRICT


Item Unit Rate in RsS. No.Single levelling with auto level recording level @ 30 meter interval,chaining pegging for l-section and cross section survey work for new dam and canal etc.Level book, bench mark value and location and plotting ofthe survey data (L-section or X-section) is to be submitted to thedepartment.

a In hilly area / km 920.00b In semi hilly area / km 780.00c In plain area / km 630.00

Grid survey at interval of 30 x 30 meter to conduct submergence surveywith total station instrument and prepare 0.50 m interval contour plan and superimposing over khasra map including all ancillary works asdescribed in specifications and conditions of contract.Note: Khasra mapwill be provided by Department

Marking of existing FRL, MWL, MDDL contours and dam alignment.Prepare area-elevation and storage -elevation curves and tables. / ha 325.00

11 Hire charges of total station instrument with operator and staff fortopography survey , command area survey, canal survey, dam survey etc.and collection of data, plotting the details on digital map of area in layers,and developing contours where ever required as directed by engineer incharge; including supply of detailed drawings in appropriate scale insoft copy & Hard copy complete in all respect. These rates are includingall types of taxes applicable.

Per Day 4500.00

12 Hire charges of DGPS instrument with operator and staff for bench markshifting, topography survey, command area survey, canal survey, damsurvey etc. and collection of data, plotting the details on digital map ofarea in layers, and developing contours where ever required as directedby engineer in charge; including supply of detailed drawings inappropriate scale in soft copy & Hard copy complete in all respect.These rates are including all types of taxes applicable.

Per Day 10000.00

13 Topography survey with LiDAR (Arial survey) technology includinggetting requisite permissions from the appropriate authorities, privacy ofthe recorded data is to be maintained as per DGCA / ministry of defenceand providing raw data before processing in two hard disks forverification by SOI/DGCA and after getting approval from appropriateauthority, data is to be processed and final out come in desired format asper direction of engineer incharge is to be provided in soft copy in twohard disk and three sets of hard copy in appropriate scale. These rates areincluding all types of taxes applicable. Horizontal accuracy up to 10 cmand vertical accuracy up to 10 cm.

Sq Km 28000.00

14 Topography survey with drone (Arial survey) technology includinggetting requisite permissions from the appropriate authorities andproviding raw data before processing in hard disk, data is to be processedand final out come in desired format as per direction of engineer inchargeis to be provided in soft copy in two hard disk and three sets of hard copyin appropriate scale. These rates are including all types of taxesapplicable. Horizontal accuracy up to 10 cm and vertical accuracy up to10 cm.

Sq Km 25000.00

9

10


TONK DISTRICT


Item Unit Rate in RsS. No.a Bathymetric linear survey of stream to measure the profile of bed of

water body, level are to be taken atleast at 5 meter interval linearlly,mapping underwater profile of the water body and development of X-section of water body using any or more method including multi beamand single beam surveys, ADCPs, sub bottom profilers, and theEcomapper Autonomous Underwater Vehicle. Hard copy and soft copyof the data shall be provided in three sets.

/Km 5000.00

b Bathymetric survey to measure the depth of water body as well aspreparation of area elevation and volume elevation curve depicting depthcontours(isobaths), mapping underwater profile of the water body usingany or more method including multi beam and single beam surveys,ADCPs, sub bottom profilers, and the Ecomapper Autonomousappropriate Vehicle. " The devise should be compatible with the GPS so as to have horizontalcoordinates of each depth points, bidders scope includes generation ofpoint cloud data for ready reference. Bidder has to obtain the reducedlevel of lake / water body on the survey date and calculate all readingwith respect to reduced level or level indicated by the engineering-in-charge.Hard copy and soft copy of the data shall be provided in three sets.

/Ha 2000.00

c Mobilization of sounder, boat etc at project site including all expensessuch as travel, stay , insurance cost of the operator, bidder to ensure lifejacket is available with entire team during survey works

per mobilization 40000

FOR NEW WORKSurvey work in a grid at defined interval using Total Station instrumentand preparation of Block level plan showing all permanent features/utilities including trees, for planning of dam/ canal / water course / pipenetwork alignment and superimposing it on digitalized sajra map anddeveloping contours at interval desired by Engineer Incharge. Block levelplan is to be submitted in hard copy three set and soft copy in Auto Cadformat, using layer system, showing all features.Note:- Khasra map willbe provided by Department

(i) In hilly / semi hilly area - Block level to be taken @ 10 meter grid / Ha 490.00(ii) In hilly / semi hilly area - Block level to be taken @ 15 meter grid / Ha 390.00(iii) In Plain area - Block level to be taken @ 30 meter grid / Ha 300.00Transfer of Dam / Canal alignment from sajra map to the ground andtaking Levels by Auto level single levelling for L-section and X-section,Developing L-section and X-section and submitting in hard copy threesets and soft copy in Auto Cad format, using layer system, showing allfeatures. (Total length of L-section and X-section to be measured forpayment)

16.1 L-section of Dam/ Canal(a) (i) In hilly / revineous area - Levels for L-section to be taken at interval 5

meter. / Km 1290.00

(b) (i) In semi hilly area - Levels for L-section to be taken at interval 10meter. / Km 1090.00

( c ) (ii) In Plain area - Levels for L-section to be taken at interval 30 meter./ Km 880.00

16.2 X-section of Dam/ Canal (Total length of X-section shall be measured)

(a) (i) In hilly / revineous area - Levels for X-section to be taken at interval3 meter. / Km 1470.00

17

B

15

16


TONK DISTRICT


Item Unit Rate in RsS. No.(b) (i) In semi hilly area - Levels for X-section be taken at interval 5 meter.

/ Km 1250.00

( c ) (ii) In Plain area - Levels for X-section be taken at interval 5meter./ Km 1010.00

Survey work of existing dam taking level @ 30 meter longitudinalspacing for L-section and 5 meter transverse spacing for X-section andpreparation of L- section showing top of embankment, u/s & d/s toelevel, sluice, spilling arrangement of existing dam and X-sectionsindicating location and extent of pitching, sluice, face wall, filter toe,berms etc. To prepare and provide top plan and X-section section ofexisting spilling arrangement (overflow/by wash) showing details ofprotection works/aprons, training wall, guide wall with block level [planwith levels @ 10 meter grid covering 50m u/s and 100m d/s area.Listingof visible distress in dam -section and spill and sluice arrangements is tobe provided with this survey. Drawing of plan and sectional elevation ofexisting sluice, indicating u/s approach well, barrel and d/s toe wallup to joining of main canal indicating gate/operation systemarrangement.

a (a) Height of Dam less than 10 meter from lowest nalla bed (For existingDam) / Km 7200

b (b) Height of Dam more than 10 meter from lowest nalla bed (Forexisting Dam) / Km 9900

Survey work with total station and preparation of L- section showinglevel @ 30 meter and X-section with levels at suitable interval clearlyshowing shape of canal, X-section should be extended both side 10mbeyond bank toe/borrow area. The location of C.D. works direct out lets(with size & nos.) / cuts, regulations and existing lining (type andextent) be marked (this shall be done separately for each main canal,branches/minors/sub minors). Listing of present status of existingstructures and lining reaches indicating visible distress conditionscomplete in all respect with material including jungle clearance requiredfor survey work. Digital plotting of drawings with scale 1:2500 (H) and1:100 (V) for L-sections and 1:100 (H&V) for cross sections for maincanal / branches and 1:50 for distributaries and minor/sub-minorsincluding all ancillary works as described in specifications andconditions of contract.

a (a) For Existing canal having discharge up to 10 cusec / Km 4350b (b) For Existing canal having discharge >11 & up to 25 cusec / Km 4780c (c) For Existing canal having discharge> 26&up to 100 cusec / Km 5280d (d) For Existing canal having discharge> 101 & up to 200 cusec / Km 6340e (e) For Existing canal having discharge >201 & up to 500 cusec / Km 8025f (f) For Existing canal having discharge more than 501 cusec / Km 13000

C FOR RENOVATION / REMODELLING OF EXISTING DAM / CANAL / IRRIGATIONSYSTEM/ WHS

18

19


TONK DISTRICT


Item Unit Rate in RsS. No.a Survey of existing command area with total station instrument at 30m

grid and plotting of contours at 50 cm interval on Shajra map indicatingexisting alignment of complete distribution system from main canal towater course with marking of existing Chak boundaries and out lets /Nakka points. Traverse and marking of actual irrigated area on ShajraPlan covered by existing distribution system along with area underirrigation through lift from canal and submergence. Preparation ofKhasra list of entire submergence, command area receiving irrigationcomplete in all respect including all ancillary works as described inspecifications and conditions of contract.

/Ha. 325

b Survey of existing command area / command area to be developed withtotal station instrument at 30m grid or at nearer interval as perrequirement of site and plotting of contours at 10 cm interval on Shajramap, planning of water cource for OFD works and preparation of L-section of WC and drawings of Nakka point, CD works etc.. Preparationof Chak planning booklet showing Khasra list with details ofbeneficiaries for & CCA/ICA and Chak plan showing WC alignment,Nakka Point etc. complete in all respect including all ancillary works asdescribed in specifications and conditions of contract.

/Ha. 375

c Add over item 21 (a) if revised Chak planning including re-alignmentof water course , shifting location of existing outlets is required.Preparations of revised Chak plan & water course alignment, out lets/ Nakka points marked on contoured sajra map and submitting l-sectionof water course and, Khasra list, complete in all respect.

/Ha. 95

EXPERT SERVICES21 Water Sector Engineering Expert having experience more than 25 years

for providing expert opinion on Civil / Mechanical / Electrical &Electronics, Engineering aspects regarding Dam, Gates, CanalRehabilitation, Network Planning, Water Management, Hydrology,suggesting remedial measures and submission of inspection report anddrawings where ever necessary.

Per day 6000.00

22 Water Sector Engineering Expert (along with GIS operator) havingexperience more than 25 years in engineering field, for providing expertopinion on use of GIS software in canal Network Planning, WaterManagement, Hydrology and submitting detailed task report andpresentation of report.

Per day 7000.00

23 Geological investigation (where directed) Checking of retrogressionbelow spill arrangement and suggesting remedial measures for control ofexcessive seepage from foundation or body of the dam by the Geologicalexpert having experience more than 15 years and submission of finalreport.

Per day 4500.00

24 Social Scientist having field experience of 10 year to monitor/ conductand analyse the socio - economic - demographic data of the benefitted /affected villages and to prepare report of social impact assesment study orsocial management plan.

Per day 3000.00

25 Computing weighted rainfall by utilizing the data collected for 20 to 50years. Preparation of Thiessen polygon and computing weighted averagerainfall, computing yield from the catchment and comparing withavailable storage and if modification required be suggested.

Each Project 7000.00

20

D


TONK DISTRICT


Item Unit Rate in RsS. No.26 Computation of peak flood, routed flood and checking of the adequacy of

flood discharge, capacity of existing spill arrangement. In case of existingspill arrangements are found inadequate, the alternative proposals forincreasing spill capacity without changing the existing MWL orencroaching the free board be suggested.


27 Based on the existing cropping pattern, water availability, suitablepercentage of cropping pattern to be suggested after getting approvalfrom District Agriculture officer and crop water requirement data / waterallowances, finalize the duty and computing B.C. Ratio of the Project


28 Preparation of draw-off statement/design of canal section and allstructures and if modification needed anywhere be suggested andincorporating it in preparation of draw-off statement, design, drawing etcfor complete canal system in all respect with material

Km 3500.00

29 Conducting a joint meeting and walk through survey with department,WUA and E&M consultant computing the list of works required to beexecuted for improvement of overall irrigation efficiency and finalizationof the list in general body meeting of WUA and tentative rehabilitation(remedial and improvement measures be suggested for preparation ofDraft Detailed Project Report).


30 Preparation and submission of the Draft Detailed Project Report forrehabilitation of minor irrigation projects, excellent printed and bindedset including all technical features design, drawings, cost estimates etc.complete in all respect as per guide lines of department in one set of hardcopy and soft copy


31 Preparation and submission of final Detailed Project Report forrehabilitation of minor irrigation projects incorporating suggesation /observation of approving authorities pointed out on draft report in threeset of hard copy with drawings and soft copy.


INVESTIGATION WORKBoring NX dia (54.7 mm dia), hole with diamond coring bits includingtaking out of core and arranging etc. core in proper order in core boxesincluding cost of core boxes. as per relevant I.S. code of practice. Theserates are including Mobilization & demobilization of Rig.

a In over burden including boulders Per metre 3000.00b In stratified soft rock such as Phylite, lime stone of softer quality and

compatible rock Per metre 3500.00

c In sand stone and harder variety of lime stone Per metre 4000.00d In soft granite and quartzite rocks Per metre 6500.00e In hard granite and quartzite rocks Per metre 10275.00f In dam masonry with softer quality of stone Per metre 3500.00g In dam masonry with harder quality of stone Per metre 6500.00

33 Exploratory vertical drilling of bore holes 150 mm dia through all kind ofsoils with the adequate / suitable equipments, tools and tackles for depthsmesured below existing ground level including mobilization, setting upboring rig, shifting of rig from 1 bore hole to another and demobilizationof the same

Per meter 1200.00

34 Boring NX dia, hole with non coring bits in over burden includingboulders Per meter 2500.00

35 Water testing of NX bore holes for permeability Per Sample 4000.00

E32


TONK DISTRICT


Item Unit Rate in RsS. No.36 Procurement /collection of soil samples and filling in containers/boxes

and transporting from site to laboratory for testing with all leads & liftcomplete including all charges and indicating location of borrow area onIndex Map.

Per Sample 425.00

37 Procurement /collection of construction material like sand aggregatestone, brick, water etc and filling in containers/boxes transporting fromsite/source/quarry to laboratory for testing with all leads & and liftcomplete including all charges and indicating location of source/quarryon Index-Map.

Per Sample 425.00

Geophysical Investigationsi ERI – Electrical Resistivity Imaging Per meter 700.00ii Sonic Tomography (3D), (L-section /X-section) Per section 400000.00

TESTINGA SOIL(I) PHYSICAL TESTi Mechanical Analysis Each 2648.00ii Liquid Limit and Plastic Limit Each 1144.00iii Shrinkage Limit Each 680.00iv Compaction (OMC, Dry Density using Standard procter density Test)

Each 2136.00

v Specific Gravity Each 828.00vi Permeability test in lab Each 668.00vii Triaxial Shear Each 6100.00viii Despersibility 0.00 0.00

(a) Pin Hole Test Each 1700.00(b) Crumb Test Each 960.00

ix Differential Free swelling index Each 1524.00x Determination of Carbonates Each 1128.00xi Total Soluble Solids Each 1056.00xii Sieve Analysis (Dry Test) Each 500.00xiii Sieve Analysis (Wet Test) Each 1100.00xiv Hydrometer analysis for Grain Size (Silt & Clay) Each 1400.00xv Natural moisture Content Each 350.00xvi Bulk Density Each 450.00xvii Classification of Soil Group Each 2200.00xviii Atterburgs’s (Liquid Limit, Plastic Limit and Shrinkage Limit) Each 1824.00xix Swelling Pressure and Swelling Pressure Index Each 1400.00xx Differential free Swell (free Swell index) Each 1524.00xxi Linear Shrinkage Each 500.00xxii Permeability Test in Lab Each 2200.00xxiii Standard Proctor Density Test Each 2200.00xxiv Modified Proctor Density Test Each 2200.00xxv Consolidation test Each 3000.00xxvi Triaxial Shear test without pore pressure measurement Each 2500.00xxvii Triaxial Shear test with pore pressure measurement Each 3600.00xxviii Direct Shear test (without OMC, MDD) Each 2400.00xxix California Bearing Ratio Test in soaked / unsoaked condition Excluding

OMC / MDD test Each 2400.00

xxx California Bearing Ratio Test in soaked / unsoaked condition IncludingOMC / MDD test Each 4500.00

(II) CHEMICAL TESTi PH, Dissolve salts clorides, carbonates, sulphates Each 1128.00ii Total Soluble Solids Each 1056.00iii Dispersivity of soil Each 2660.00

38

F


TONK DISTRICT


Item Unit Rate in RsS. No.iv Electrical conductivity / Electrical Resistivity Each 300.00v Alkali Metals* (Na2O & K2O) Each 500.00vi Sodium Absorption Ratio* (Na, Ca, Mg) Each 900.00vii Total Kjeldahl Nitogen (TKN)* Each 700.00viii Carbonate* Each 350.00ix Organic Matter Each 350.00x Cation exchange capacity* Each 500.00xi Silica sesquioxide ratio*(SiO2+Al2O3+Fe2O3) Each 500.00B COARSE AGGREGATEi Specific Gravity & Water Absorption Each 1408.00ii Gradation/ Particle Size Distribution and Finness Modulus Each 744.00iii Impact Value Each 1540.00iv Crushing Value Each 1276.00v Soundness Each 3028.00vi Abrassion Value Each 1052.00vii Moisture content of Agreegate Each 300.00viii Water Absorption Each 704.00ix Specific Gravity Each 704.00x Bulk Density Each 450.00xi Flakiness & Elongation Index Each 650.00xii Deleterious material Each 1500.00xiii Stripping value (20mmm pass and 12.5mm retain) Each 850.00xiv Petrography examination of aggregates (Macro) Each 3000.00xv Alkali Aggregate Reactivity Each 2500.00xvi 10% fine value Each 900.00xvii WMM Mix Design (as per MoRTH)* / GSB / WMM Each 10000.00xviii Iron Content* Each 650.00xix Chloride and Sulphate Each 500.00xx PH value* Each 400.00xxi Organic impurities Each 1500.00C FINE AGGREGATE / SAND 0.00 0.00i Fine Modules Particle Size Distribution Each 744.00ii Specific Gravity & Water Absorption Each 1408.00a Specific Gravity Each 704.00b Water Absorption Each 704.00iii Silt Content Material finer than 75 micron Each 1460.00iv Organic Matter Each 1300.00v Bulk Density Each 450.00vi Bulking* Each 400.00vii Bulking at different moisture content Each 1000.00viii Chloride, Sulphate Each 950.00ix PH value* Each 400.00x Deleterious Material Each 1500.00xi Surface Moisture Content* Each 350.00xii Soundness Each 2000.00xiii Alkali Aggregate Reactivity Each 2000.00D CEMENT 0.00 0.00I PHYSICAL TESTING 0.00 0.00i Finess Each 808.00ii Consistency & Setting Time Each 400.00iii Initial & Final Setting Tiime Each 916.00iv Specific Gravity Each 452.00v Compressive Strength Each 1544.00vi Soundness (Le-chatelier’s test) Each 750.00vii Soundness (Autoclave Test) Each 1300.00


TONK DISTRICT


Item Unit Rate in RsS. No.viii Density Each 450.00ix Drying shrinkage (PPC) Each 2300.00x Transverse Strength Each 800.00xi Fineness by wet sieving* Each 500.00II CHEMICAL TESTING 0.00 0.00i Ratio of lime % to the % of Silica (SiO2) + Alumina (Al2O3) + Iron

Oxide (Fe2O3)* Each 600.00

ii Ratio of % of Alumina (Al2O3) to that of Iron Oxide (Fe2O3)* Each 600.00iii Loss on Ignition Each 330.00iv Silica (SiO2) Each 650.00v Ferric Oxide (Fe2O3) + Alumina (Al2O3) Each 500.00vi Alumina (Al2O3) Each 500.00vii Ferric Oxide (Fe2O3) Each 500.00viii Calcium Oxide (CaO) Each 500.00ix Magnesia (MgO) Each 500.00x Total Sulphur content as Sulphuric Anhydride (SO3) Each 700.00xi Insoluble Residue (IR) Each 500.00xii Sodium Oxide (Na2O) Each 500.00xiii Potassium Oxide (K2O) Each 500.00xiv Free Lime (CaO) in Portland Cement Each 500.00xv Chloride (Cl-) Each 500.00xvi Alkali Content* Each 500.00E FLY-ASH (IS: 3812) 0.00 0.00I Physical Testing 0.00 0.00i Specific Gravity Each 396.00ii Finess by Dry Sieving Each 808.00iii Moisture Content Each 350.00iv Consistency & Setting Time Each 850.00v Particle retained on 45micron sieve * (wet sieving) Each 500.00vi Compressive strength of cubes 28 days Each 4000.00vii Soundness (Autoclave Test) Each 1300.00viii Density Each 450.00ix Lime Reactivity Each 1900.00II Chemical Testing 0.00 0.00i Loss on Ignition Each 330.00ii Silicon Dioxide (SiO2) Each 650.00iii Alumina (Al2O3) Each 500.00iv Ferric Oxide (Fe2O3) Each 500.00v Calcium Oxide (CaO) Each 500.00vi Magnesium Oxide (MgO) Each 500.00vii Total Sulphur as Sulphur Trioxide (SO3) Each 700.00viii Available alkalis as equivalent Sodium Oxide (Na2O) Each 500.00ix Potassium Oxide* (K2O) Each 500.00x Total Chlorides Each 500.00F ADMIXTURE (IS 9103) 0.00 0.00i Ash Content Each 450.00ii Dry Material Content Each 450.00iii Relative Density Each 350.00iv pH Value Each 200.00v Chloride Each 350.00G STEEL(I) Physical Tests:i Tensile Strength Test (Ultimate Strength, 0.2% proof stress, Yield stress,

Elongation, Nominal Mass) Each 1100.00


TONK DISTRICT


Item Unit Rate in RsS. No.ii Weight per meter* Each 250.00iii Bend Test Each 650.00iv Rebend Test Each 650.00v Total Elongation at maimum force Each 1100.00vi Coupler (Pull-out Test, breaking strength and fractural area)* Each 1100.00vii Rib Area Each 350.00(II) Chemical Tests 0.00 0.00

i Carbon Each 900.00ii Sulphur Each 650.00iii Phosphorus Each 650.00iv Sulphur + Phosphorous* Each 850.00v Silicon Each 650.00vi Manganese Each 650.00H Bricki Water Absorption Each 1400.00ii Compressive Strength Each 2280.00iii Stone 0.00 0.00iv Compressive Strength Each 1776.00v Water Absorption Each 2280.00J OTHER CONSTRUCTION MATERIALi Compressive Strength Test Each 700.00ii Efflorescence Test Each 500.00iii Compressive strength of cement concrete tiles Each 700.00iv Rock Hardness at Mho Scale Each 300.00K Cement Concretei Compressive Strength Each 1544.00ii Mix Design Each 19352.00L FIELD TEST

(excluding transportation facility for technician, Machines, T&P andsamples collected)

i Field Density by sand Replacement method (each test) Each 2500.00ii Field Density by Core cutter method (each test) Each 1500.00iii Compressive Strength of C.C. core Specimen supplied by the client (per

specimen) Each 500.00

iv Slump Test (each Test) Each 50.00v Collection of soil samples from Borrow area (each sample) Each 350.00vi Field CBR Each 7000.00vii Standard Penitration test ( only for N value and safe bearing capacity) Each 7000.00

viii Conducting plate load test in accordance with IS 1888 at the depth of 2.0to 3.0 meter below natural ground level or specified by EiC includingback filling and ramming after test using same soil or equivalent. Each 30000.00

ix Neutron Probe Test (Moisture Density Test at site by Lab. Staff.) Each 0.00x Compressive Strength of C.C. cubes (per three cubes cushed only) Each 300.00xi Compressive Strength of C.C. cubes (if three cubes are to be prepared,

cured and crushed ) Each 550.00

xii Compressive Strength of mortar cubes (per three cubes) Each 250.00xiii Compressive Strength of mortar cubes (if cubes are to be prepared for per

three cubes) Each 358.00

xiv Flexural strength Each 10000.00xv Rebound Hammer test at one location at Jaipur (Excluding

Transportation) Rs. 800/-each location + 1000 mobilization charge

for each site


TONK DISTRICT


Item Unit Rate in RsS. No.xvi To determine the compressive strength/depth of cracks by Ultrasonic

Pulse Velocity meter

xvii To measure the degree of corrosion of Reinforcement by Corrosion Meter(Half Cell Potential Meter)

xviii Pile Integrity Test Rs.1000/- per pile + Mobilization charges

Rs. 10000/- at one location (4 Nos. tests)

Rs. 8000/- at one location (4 Nos. tests)


TONK DISTRICT

90 DISMANTLING DEMOLISHING WORKS

1

2

3

4Item Unit Rate in Rs

1 Demolishing lime concrete and disposal of material within 50 m lead,inclusive of de-watering wherever required. Cum 312.00

2 Dismantling cement concrete including disposal of material within 50m lead, inclusive of de-watering wherever required. Cum 549.00

3 Demolishing of reinforced concrete including stacking of usablematerial and disposal of unuseable material within 50 m lead inclusiveof de-watering wherever required.

Cum 742.00

4 Demolishing brick work in cement mortar including stacking of usablematerial & disposal of unuseable material within 50 m lead inclusive ofde-watering wherever required.

Cum 475.00

5 Demolishing stone rubble masonry including stacking of usablematerial and disposal of unuseable material within 50 meters leadinclusive of de-watering wherever required.

a In lime mortar Cum 356.00b In cement mortar Cum 416.00

6 Dismantling old plaster or skirting, racking out joints and cleaning thesurface for plaster including disposal of rubbish to the dumping groundwithin 50 m lead, inclusive of de-watering wherever required.

Sqm 14.00

7 Dismantling of masonry with care inclusive of de-watering whereverrequired

a Dry stone masonry or pitching Cum 95.00b Stone masonry in mud Cum 75.00

8 Add extra for all type of dismantling work for height more than 5 mfrom ground level for every additional height of 3.0 m or part there-of. 20%

9 Dismantling cement concrete lining including disposal of materialwithin 50 m lead, inclusive of de-watering wherever required ofthickness

a 10.0 cm Sqm 34.00b 7.50 cm Sqm 24.00c 5.0 cm Sqm 17.00

The rates in this chapter are inclusive of de-watering wherever required.S.No.

CHAPTER -XVII

DISMANTLING & DEMOLISHING WORKS

NOTES:-The rates given are for dismantling of good quality work. For dismantling poor quality orweathered; weakened work the rates will be reduced by 30%.

Useable material from dismantalling of stone masonry will have to be properly stacked/deposited.

The rates are inclusive of all taxes, levies, royalty, leads of all material and contractor's profit etc.


TONK DISTRICT

91 MISCELLANEOUS WORKS

(1)

(2)

(3)(4)

Item Unit Rate in RsCutting & clearance of jungle, bushes, shrubs Ankra/Ipomoea, Julifloratypna etc. on canal and bunds in dry/moist/slushy conditions includingdisposal as per instructions of the Engineer-in-charge. Cost of wood hasbeen deducted from rates and thus will be property of contractor aftercutting.

a Ordinary Sqm 1.25b Thick Sqm 2.20c For dowels and outer slopes. Sqm 1.60

Cutting and uprooting of trees including removing of roots and filling ofhole, cutting/up rooted would be property of the department

a 7.5 cm to 15 cms girth Each 36.00b Over 15 cms to 30 cms. girth Each 110.00c Over30 cms to 45 cms. girth Each 185.00d Over 45 cms to 60 cms. girth Each 315.00e Over 60 cms. girth Each 445.00f (If uprooting and removal of roots is not required than 25% of the above

rates will only be payable and if only uprooting is required to be done75% of these rates will be paid)

Uprooting " Water Hyacinth" (Jal Kumbhi) or similar aquatic plants inwater including re-handling and disposal within lead of 250 m fromdam/canal.

a In dam submetrgance (when boat is to be used) Sqm 7.50b In canal flow water Sqm 1.70

Weed clearance in canal and branches including disposal beyond canalbanks and its burning.

a In dry bed Sqm 1.00b In pool of water Sqm 2.40

5 Cutting & uprooting of Sarkanda, or Arrows or Jhundas includingdisposal as directed by Engineer-in-charge

Sqm 5.20

Destroying and removal of unwanted perennial aquatic weeds, leavescomplete in all respect in irrigation tanks & canals by spraying un-harmfulchemical, of suggested concentration of herbicides on cluster ofroots/plants and leaves including cost of herbicides water spray machineand skilled labour with usual precautions and measures etc. complete(Complete killing will be considered when roots get affected anddegenerated ).

i Dry condition Sqm 1.50

ii In pool of water Sqm 2.50

7 Thoor cutting (thick fencing of thoor) and disposal within initial lead of50 meters.

R.M. 8.50

CHAPTER - XVIII

MISCELLANEOUS WORKS

These rates are at work site inclusive of all leads and lifts and also inclusive of all taxes, levies, turnover tax, income tax, service tax, sales tax, octroi, panchayat tax, Contractor's profit and royalty etc.

The rates in this chapter are inclusive of de-watering wherever required except item 32.

Stem of the trees shall be measured at 1 m above the ground level.

NOTE:-

Provision for item no 25 shall be taken with permission of Superintending Engineer

S.No.1

2

3

4

6


TONK DISTRICT


Item Unit Rate in RsS.No.Dag belling

a 5 cm to 7.5 cm deep 10 M 7.00b Over 7.5 cm to 10 cm deep 10 M 10.50c Over 10 cm to 15 cm deep 10 M 14.00

Making new service road 4 to 5 m width including jungle clearance,cutting of trees upto 10 cms dia, cutting of humps upto 30 cms, heightand filling local depressions, making of ramps on Nallah crossing etc.

a In plain area Km 6400.00b In semi- hilly area Km 10150.00c In hilly area Km 14490.00

Repair of existing service road including jungle clearance, filling cuts,depression and dressing etc. complete.

a In plain area Km 2310.00b In semi- hilly area Km 3465.00c In hilly area Km 4925.00

11 Making standard type cement gauge including engraving letters andpainting including scaffolding etc.

R.M. 475.00

12 Painting standard type gauge with black, red and white un-washable paintsincluding cost of material

R.M. 180.00

13 Painting distance mark stone and lettering with light blue white or yellowun-washable paint including cost of material

Each 100.00

14 Supply of wire crates in required sizes made of hot dipped G.I. Wireconforming to IS 4826 -1979 having mesh of 10 cm x 10 cm (surface areaof crate will be measured) made of wire of 5 mm diameter.

Sqm 295.00

15 Filling crates with stone, in position at site including hinging with hotdipped G.I. Wire 5 mm dia, excluding cost of wire crates, including costof stones in position complete in all respects.

Cum 945.00

16 Providing and fixing 200 mm dia Porous drain with precast cementaggregate (1:4.5) blocks 0.60 m x 0.60 m x 0.30 m in two piecescomplete.

Metre 2011.00

17 Providing and laying cement concrete coping in (1:2:4) with maximumsize of crusher broken aggregate upto 20 mm including shuttering etc.with all leads of material complete in all respect in thickness of:

a 75 mm Sqm 420.00b 50 mm Sqm 280.00

18 Labour charges for fixing of anchor bars in masonry Each 10.00Supply and fixing in position of APM block made of C.I. as per standardspecification with adjustable arrangement and required fixtures includingtransportation to site second stage concerning in C.C. (1:2:4) centeringshuttering painting with red oxide finishing etc. complete in all respectcost of APM block (all size) per block

Per block 9120

Note: APM block will be fixed in C.C. after adjusting throat with as perrequirement and as per direction of Engineer-incharge.

20 Add extra over items of cement plaster/ cement concrete/cc.lining/ccflooring or RCC for providing and mixing synthetic poly fibres 6/12 mmlong @ 0.25% (125 gram per 50 kg of cement) or in ratio of as specifiedby manufacturer specification and direction of Engineer in charge with allleads and lifts.

per pack of 125 gm

58

Labour charges for fixing stone patties/ lintels duly approved in cementsand mortar (1:3) and pointing underneath with cement sand mortar (1:3)for clear span up to 3.5 m of thickness.

19

21

9

10

8


TONK DISTRICT


Item Unit Rate in RsS.No.a Upto 8 cm Sqm 145b Above 8 cm Sqm 235

22 Providing & filling joints with sealing compound and coarse sand withbitumen of grade 85/25 (6% by weight)

Metre per cm depth.

13

Providing bitumen joints filter sheet conforming to IS: 1838-1983a 12 mm Sqm 550b 20 mm Sqm 675c 25 mm Sqm 775

24 Supplying & fixing in position true to line and level elastomeric neoprenebearings as per approved drawing and specifications conforming to IRC-83 (Part -II) 1987.

Cubic cm 1.25

25 Supplying & fixing in position MS precision machined finger typeexpansion joints as per approved detailed drawing and specificationconforming to standard drawing of MOST BD/I-69 A.

Kg 65

26 Supplying of well stitched earth filled bags of capacity, weigh not lessthan 40 kg per bag at site etc. complete.

a Jute bag Each 28b Plastic bag Each 14

27 Labour charges for making coffer dam/ring bund (under flowing / stagnatewater pool) by loading transporting earth filled cement bags dropping atrequired locations in water including lead up to 3 km and lift up to 8 meterfrom NSL complete excluding cost of empty cement bags.

bag 23

28 Providing, laying and fixing in position RCC spun or hume pipe withcollars (ISI 458-2003) in required size packed in gasket for hume or spunyarn & neatly finished with rich grout of cement mortar 1:3 perfectly airtight including testing of joints.

Description Unit Rate in Rs (diametre) NP-2 NP-3 NP-4

a 80 mm R.M. 134.00 141.00 150.00b 100mm RM 134.00 155.00 161.00c 150mm RM 187.00 203.00 230.00d 200mm RM 251.00 278.00 294.00e 225mm RM 262.00 294.00 316.00f 300mm RM 482.00 696.00 712.00g 450mm RM 781.00 1552.00 1691.00h 600mm RM 1124.00 2247.00 2461.00i 900mm RM 2568.00 4280.00 5350.00 j 1000mm RM 2850.00 5297.00 6099.00k 1200mm RM 4066.00 6955.00 8667.00

29 Providing, laying and fixing in position RCC spun or PVC pipe ( 4 Kg/sq.cm As per ISI 4985) with with socket including all fittings in requiredsize packed perfectly air tight including testing of joints.Description Unit Rate in Rs (diametre) Unit

75 /80 mm R.M. 90 RM 90100mm RM 165.00 RM 165160mm RM 345.00 RM 345

Note: Non ISI mark pipe but manufactured as per ISI deduct 20%

Labour Charges only

53.0054.0055.00

425.00

108.00110.00165.00178.00

340.00310.00

88.00

23


TONK DISTRICT


Item Unit Rate in RsS.No.30 (a) Numbering of trees including identification for compensation, making

surface for numbering in size 15x15 cm and marking / writing /appropriate indicated number by black enamel paint of approved qualityincluding cost of paint, brush, T&P etc.

Each 38.00

(b) Numbering of trees and painting after peeling the bark making surface fornumbering in size 8 x 10 cm marking / writing / appropriate indicatednumber by black enamel paint of approved quality including cost of paint,brush, T&P etc.

Each 28.00

31 Operation & controlling including watch & ward of Head / Crossregulator gates for Feeder/main canal / distributory.Appointing one opertor cum gauge reader per day three shift (24 hr.) i) Where ever there is head cum cross regulator, no separate staff would betaken.ii) If two head/ cross regulator are within 1 km reach, no separate staffwould be taken.

Each 865.00

32 Regulation & patrolling of Feeder/ Main / Branch/ Distributory andMinor canals of canal irrigation projects with their own conveyancesystem (Two Wheeler with POL) and mobile (with recharge pack) forcommunicating with site incharge or control room including Jute rassi,Torch, Fawda etc. all T&P required for regulation.

a Canal Having Discharge capacity up to 100 cusec Per 2 km /

day295.00

b Canal Having Discharge capacity 100 cusec to 500 cusecPer 2 km /

day391.00

c Canal Having Discharge capacity 500 cusec to 1000 cusecPer 2 km /

day583.00

33 Canal Having Discharge capacity > 1000 cusecPer 2 km /

day948.00

34 Watch & ward of office building after office hours. per day 577.00

35 Watch & ward of irrigation colonies campus houses with or without officebuildings.

per day 865.00

36 Cleaning of irrigation colonies campus road and road side drains with orwithout office buildings working for half day ( 4 hr)

Per Month 4006.00

37 Watch & ward of irrigation rest houses II class building Per day 577.00

38 Maintenance and upkeep of plants, trees, lawn and other flower potsincluding watering etc. complete but excluding compost, pesticide.

Per day 529.00

39 Fixing of Distance stone in 30x30x30 cm pit excavated in all type of strataand back filling with cement concrete (1:4:8) projected 10 cm aboveground level well finished and properly cured.

Each 175.00

Measuring devices


TONK DISTRICT


Item Unit Rate in RsS.No.40 Supply and fixing at site (except civil work required) for accurate

measurement of flowing water through channels of calibrated pre-fabricated fibre-glass reinforced plastic (FRP) moulded cut throatflume without any joint, with a side chamber provided in U/S connectingthrough pipe at bottom with water flowing flume accurate in dimensionsand having accuracy of + 1 mm smooth & uniform surface with 0.013 asvalue of rougosity, inside blue outside gray colour, with engraved gaugemarking in cm and litre per second & engraved discharge table showingcalculation discharge variation at every 0.10 cm and flow measured atsubmerged condition etc. complete in all respect. The flumes shall consistfrom M.S. pipe frame embaded in moulding, light in weight and easy inhandling including stiffeners hold fast, sand treatment on the back side offlume etc. complete.

a Channel discharge in Cusecb Up to 1 cusec, 3 mm thick Each 4240c Up to 2 cusec, 3 mm thick Each 10870d Up to 3 cusec, 3 mm thick Each 13890e Up to 4 cusec, 3 mm thick Each 14500f Up to 5 cusec, 4 mm thick Each 35760g Up to 6 cusec, 4 mm thick Each 36520h Up to 8 cusec, 4 mm thick Each 40340i Up to 10 cusec, 4 mm thick Each 41410j Up to 12 cusec, 5 mm thick Each 47770k Up to 15 cusec, 5 mm thick Each 49880l Up to 20 cusec, 5 mm thick Each 57370m Up to 25 cusec, 5 mm +-1mm thick Each 87450n Up to 30 cusec, 5 mm +-1mm thick Each 90950o Up to 40 cusec, 5 mm +-1mm thick Each 105790p Up to 50 cusec, 5 mm +-1mm thick Each 113850q Up to 60 cusec, 6 mm +-1mm thick Each 123720r Up to 70 cusec, 6 mm +-1mm thick Each 134550s Up to 80 cusec, 6 mm +-1mm thick Each 146270

41 Supply and fixing at site (except civil work required) for accuratemeasurement of flowing water through channels of calibrated pre-fabricated fibre-glass reinforced plastic (FRP) moulded ParshallFlume, with a side chamber provided in U/S connecting through pipe atbottom with water flowing flume accurate in dimensions and havingaccuracy of + 1 mm smooth & uniform surface with 0.013 as value ofrougosity, inside blue outside gray colour, with engraved gauge markingin cm and litre per second & engraved discharge table showing calculationdischarge variation at every 0.20 cm and flow measured at submergedcondition etc. complete in all respect. The flumes shall consist from M.S.pipe frame embaded in moulding, assemble dissemble system for easy inhandling / transportation including stiffeners hold fast, sand treatment onthe back side of flume etc. complete.

Channel discharge in Cuseca Up to 100 cusec, 7 mm +-1mm thick Each 337870b Up to 150 cusec, 7 mm +-1mm thick Each 360070c Up to 200 cusec, 7 mm +-1mm thick Each 646770d Up to 250 cusec, 7 mm +-1mm thick Each 663240e Up to 300 cusec, 7 mm +-1mm thick Each 679110f Up to 400 cusec, 7 mm +-1mm thick Each 718750g Up to 500 cusec, 8 mm +-1mm thick Each 1184803


TONK DISTRICT


Item Unit Rate in RsS.No.h Up to 750 cusec, 8 mm +-1mm thick Each 1267100i Up to 1000 cusec, 9 mm +-1mm thick Each 1342850j Up to 1250 cusec, 9 mm +-1mm thick Each 1395040k Up to 1500 cusec, 9 mm +-1mm thick Each 1458760

42 Supply and fixing at site (except civil work required) for accuratemeasurement of flowing water through channels of calibrated pre-fabricated fibre-glass reinforced plastic (FRP) moulded V Notch asper IS: 9108:1979 with a side chamber provided in U/S connectingthrough pipe at bottom with water flowing flume accurate in dimensionsand having accuracy of + 1 mm, with engraved gauge marking in cm andlitre per second & engraved discharge table showing calculation dischargevariation at every 0.10 cm and flow measured at submerged condition etc.complete in all respect.

Drain discharge in Lit / seca 15 Lit / sec 9100b 30 Lit / sec 14280c 45 Lit / sec 16090d 60 Lit / sec 19300e 90 Lit / sec 24530f 120 Lit / sec 31080

43 Supply of fibreglass reinforced plastic (FRP) Gauge plate for accuratemeasurement of water level, moulded and sandwiched with MS strip bothside finish, front side engraved and molded computerized marking ofbands and figures covered in radium, eye pleasent colour combination,laminated with high abrasioj grade polyurethane , provision of MS pressed channel for gauge plate more than 60 cm width etc., complete as directed.

a 10 cm wide P RMT 4130b 15 cm wide P RMT 5060c 30 cm wide P RMT 7830

44 Annual charges for boating in Irrigation reservoirsA For Tourist recreation on commercial basis.a Up to 2 seater boats all types 8600b Up to 4 seater boats all types 17300c Up to 20 seater boats

i. Driven by Natural gas, Battery, Solar Energy & Manually 28800ii. Driven by all other types 57500

d More than 20 seater boats i. Driven by Natural gas, Battery, Solar Energy & Manually 46000ii. Driven by all other types 115000

e Application Charges for Item 44 A (Non Refundable)i. For Cooperative society/Govt & Semi Govt. Department 600ii. For Private Persons 1200iii. For Registered Private Firms 1700

B For recreation, transportation of Occupants of hotel by registered firms/hotels

i Up to 2 seater boats all types 11500ii Up to 4 seater boats all types 28800iii Up to 20 seater boats

a Driven by Natural gas, Battery, Solar Energy & Manually 57500b Driven by all other types 115000

iv More than 20 seater boats a Driven by Natural gas, Battery, Solar Energy & Manually 57500b Driven by all other types 172500

Per Year per boat

Per Year per boat

Per Year per boat

Per Year per boat

Per Year per boat

Per Year per boat


TONK DISTRICT


Item Unit Rate in RsS.No.v Application Charges for Item 44 B (Non Refundable)

a For Registered Private Firms/Hotels Per Year 3500C For fishing purpose

Application Charges for Item 44 C (Non Refundable)i. For Cooperative society/Govt & Semi Govt. Department Per Boat

one time150

ii. For Private PersonsPer Boat one time

300

iii. For Registered Private FirmsPer Boat one time 500

D For transportation of Goods & other purpose other than A, B & C i. Government /semi government department Per ton 5800i. For Registered Private Firms/Hotels Per ton 11500Application Charges for Item 44 D (Non Refundable)i. For Govt & Semi Govt. Department 600ii. For Registered Private Firms/Hotels 1200Photography or Video shooting on irrigation structures / Reservoirs /Encroachment on department land / Illegal irrigation practice at site etc.for documentary or reporting to higher officers including soft copy ofphotography/ videography. (without conveyance)

Per Day 3500

Photo Print 6" x 4" Each 25Photography / Videography by Drone mounted with camera of highresolution with different angles showing perspective view coveringspecified features as detailed under:

a For Viedography / photography of Canal and its appurtenance Length of2.25 km is to be covered in a day including all taxes but exludingconveyance charges. Soft copy of photographs / videography and one setof Hard copy in 9" X 5" for all ptotographs captured is to be provided.

Per / day 5150

b For Viedography / photography of Dam and its appurtenance includingsubmergance, minimum three sites are to be covered in a day including alltaxes but exluding conveyance charges. Soft copy of photographs /videography and one set of Hard copy in 9" X 5" for all ptotographscaptured is to be provided.

Per / day 5150

47 Providing UV resistant , monotoxic, high strength, non shrink,polymerbased Cementitious repair mortar such as Poly Ironite CeremicCementitious (PICC) for resurfacing on damaged surfaces of concretedams, masonry dams and colgrout faced dams and hydraulic structures toa thickness upto 10 to 15 mm or as per surface conditions and alsotreatment to the lift joints and honeycombed areas, potholesetc. byremoving loose material particles, grout slurry, by breaking using manualand /or mechanical means, removing of existing embedded M.S.bar if any,cleaning the lift joints, honeycombing areas and surface with specialchemical for algae fungi removal and protection with pressure water jet /sand blasting, applying a bond coat of special type of primer suitable tobond old to new concrete and concrete to rock for required bond strengthbefore application of repair mortars and providing a water repellent coatafter finishing complete as per specification including materials,machinery, labour, scaffolding with special hanging platform, hire chargesof cranes, insurance charges transportation as directed by Engineer incharge.

Per Sqm 4120

46

45


TONK DISTRICT


Item Unit Rate in RsS.No.48 Strengthening of structural members like piers, beams, slabs, columns etc.

by applying carbon fiber reinforced polymers (CFRP) in a thickness of 12mm including excavation around piers upto the point of projection but notmore than one meter below nallah bed level, dewatering, centering,shuttering, chipping, sand blasting, removal of dirt and grime built upwire.

Per Sqm 3750

49 Applying one coat of bond coat at surface by using nylone bristle with amix of two part epoxy (Dobeckot 505 C) and one part hardner (EH411) byweight for repairing of teeth of roller bucket.

Per Sqm 398

50 Providing / Laying and finishing of Epoxy mortar (1:6), one part EpoxyMix (Dobeckot 505 C+ EH411) and six part of quartz sand no 10 byweight in desired profile within open time ( Average thickness 10 mm)

Per Sqm 2820

51 Providing / Laying of Epoxy concreet aggregate (1:1.5: 4), one part EpoxyMix (Dobeckot 505 C+ EH411), 1.5 part quartz sand no 10 and 4 part ofaggregate of 20 to 10 mm size by weight in a lift of 10 to 15 cm thick.

Per cum 236935

52 Providing and applying one seal coat over entire surface ( treated oruntreated) comprising of epoxy and filler in a ratio of 15:20 i.e ( 10 pbwepoxy resin Dobeckot 505 C + 5 pbw epoxy hardner EH 411 : 20 pbwironite ceramic sand) as per approved procedure of application by themanufacturer of construction chemical.

Per Sqm 279

53 Providing and applying block joint sealenyt (Polysulphide sealent) in toblock joints of apron of submerged bucket, in two layers, Ist layercomprising of - Thioflex 600 with primer 7E on the base, followed bybond breaker and top layer of elastomeric compound, Netoseal MS 600with primer MS2 as per approved procedure of application by themanufacturer of construction chemical, including making groove andthorough cleaning of grooves.

Per Mtr 411

54 Providing and fixing 25 mm dia. 3 m long cold twisted deformed steeldowel bars with one end driven into 38 mm diameter 1.50 m deep holedrilled in bed rock and other end provided with L- bend for embedding inconcrete/ masonry of overflow/ non overflow blocks and otherappurtenant works including cost of all materials , machinery, labour,drilling and cleaning hole, filling hole with specified cement mortar ,driving anchor rod etc. complete in all respect.

Each 868

55 Providing and fixing 25 mm dia. 2.75 m long steel anchor rods with oneend split and driven firmly using steel wedge into 1.25 m deep 38 mm dia.Hole drilled in bed rock and other end provided with L- Bend forembedding in concrete/ masonry for spillway and appurtenant worksincluding cost of all materials, machinery, labour, steel wedge, drillingand cleaning hole, cement slurry, driving anchor rod etc. complete in allrespect.

Each 838

56 Under water videography of dam body & its appertunance i.e gates, undersluice, emergency gate grooves clearly showing location defect area orarea of interest indicating condition from all possible angles and specialfocus on damaged portions complete in all respects upto the satisfaction ofEngineer in charge. The work also includes supply of three sets of video in digital form and a depth wise report prepared in hard copy

Per Hour 9199


TONK DISTRICT


Item Unit Rate in RsS.No.57 Cleaning drainage gallery, adits, instrumentation galleries etc. by

scrubbing/ brushing including chiseling and removing leached limedeposit and disposing off all the waste material outside adits in specifiedlocation as directed etc., complete with all leads and lifts.

Per Sqm 65.00

58 Cleaning dam parapet inner face and top using oxalic acid and water byscrubbing/ brushing and washing to remove all surface coatings etc.complete

Per Sqm 45.00


TONK DISTRICT

100 COMPENSATION OF PROPERTIES

GENERAL NOTES FOR ALL COMPENSATION PART:12

34

1Iiiiiiiv

ItemCategory

of houses.

Unit Rate in Rs

Increase/ decrease in rates for 5 cm ht.or part thereof.

1 Single country tile roofing resting over brick masonry inmud mortar for standard height 2.85 m.

(a) Complete rate A Per sqm of plinth area

4565 49

(b) Without wood work Per sqm of plinth area

4046 49

( c) Without wood work & roofing Per sqm of plinth area

3870 49

2 Single country tile roofing resting over stone masonry inmud mortar for standard height 2.85 m

(a) Complete rate B Per sqm of plinth area

3511 27

(b) Without wood work Per sqm of plinth area

3288 27

( c) Without wood work & roofing Per sqm of plinth area

2797 27

3 Single country tile roofing resting over mud walls forstandard height 2.15 m.

(a) Complete rate C Per sqm 1798 23(b) Without wood work Per sqm 1107 23( c) Without wood work & roofing Per sqm 873 23

4 Chabutara with dry stone masonry wall on three side andone side attached with main house wall with standard height0.50 m

Per sqm 509

5 Mud wall in mud mortar for boundary walls of thickness 15cm. To 22.50 cm with standard height of 1.50 m from G.L.

Per RM 305 10

6 Mud wall in mud mortar for boundary wall of thickness22.50 cm to 30.00 cm with standard height of 1.50 m fromG.L.

Per RM 407 14

Katcha House of Dry Stone wall with stone Patti roofingresting over Mud/Dry stone walls for height of 2.85 m

PART A : COMPENSATION OF KATCHA HOUSESRate for compensation of item No.1 to 9 is for following specifications

CHAPTER -XIX

COMPENSATION OF PROPERTIES

The owners shall be allowed to lift the usable material and trees free of cost.Payment of compensation of Pucca house to be taken up from other relevant chapter of BSR by measurement ofindividual item exist in house.

S.No.

Mud flooringMud plastered walls.Frame work of M.P. Teak wood Grade-IIWood work shutters of Babool/country wood.

The awards issued prior to issue of this BSR shall not be affected.These rates of compensation shall be applicable on properties for which Gazzette notification under relevant sectionof prevaling Land Acquisition Act published after issuance of this BSR.

7


TONK DISTRICT

101 COMPENSATION OF PROPERTIES

ItemCategory

of houses.

Unit Rate in Rs

Increase/ decrease in rates for 5 cm ht.or part thereof.

S.No.

a With wood work Per sqm of plinth area

3414 23

b Without wood work Per sqm of plinth area

2934 23

Compensation of Katcha houses with C.G.I. roofing restingover dry stone wall in for height of 2.15 m.

a With wood work Per sqm of plinth area

3672 23

b Without wood work Per sqm of plinth area

3114 23

9 Sheds attached with houses covered with C.G.I. sheets &resting over stone Patties /angle / iron pipes/ballies etc. of2.15 m. height without foundation complete.

Per sqm of plinth area

1102 2

8


TONK DISTRICT

102COMPENSATION FOR

TEMPORARY LAND ACQUISITION

Item Unit Rate in Rs

Rate of compensation for temporary landacquisition .

a For Vacant Land during one crop period ( Forsix month)

i For Command area / Ha 65000.00ii For Uncommand area / Ha 16000.00b For Land having crop grown for one crop period

( For six month)

i For Command area / Ha 80000.00ii For Uncommand area / Ha 20000.00

S.No.

CHAPTER -XIX

COMPENSATION FOR TEMPORARY LAND ACQUISITION

PART B : TEMPORARY LAND ACQISITION

1


TONK DISTRICT

103 COMPENSATION OF PUCCA HOUSES

PART C : COMPENSATION OF PUCCA HOUSES

NOTES:1

2

3

45

Items Unit Rate (in Rs)

1 Rate for compensation of Pucca house including excavation,masonry work plaster work in any mortar, flooring, roofingwood work etc. complete in all respect as per standardspecification for standard height of 3.00 m.

a Normal finish and average condition and 3 m. height Per sqm of plinth area

6666.00

b If C.G.I. Sheet roofing is provided in place of Patti/RCCroofing


4747.00

c If Kelu roofing is provided in place of Patti / RCC roofing Per sqm of plinth area

4641.00

d If country tile roofing is provided in place of Patti / RCCroofing


4609.00

2 Add/deduct from item No.1 of standard height of 3.0 mincrease/ decreases

a Every 30 cm height above or below 1.50%3 Rate for masonry compound wall in lime/cement mortar up

to 1.0 mPer RM 1243.00

4 Add extra for each 0.50 m height of boundary wall overitem, 3

Per RM 358.00

5 Rate for dry stone masonry compound wall up to 1.0 m Per RM 1059.006 Add extra for each 0.50 m height of boundary wall over

item, 5Per RM 305.00

7 Add for platform/courtyard with average flooring Per Sqm 774.008 Rate for compensation of historical building i.e. Garh,

Monuments, Temples etc.Per sqm of

covered area7333.00

S.No.

These rates are inclusive of all lead and lifts of the material scaffolding, cantering, shutteringrequired for construction of building.These rates of compensation shall be applicable on properties for which Gazette notificationunder section 4 of Land Acquisition Act published after issue of this BSR.For electrical installation @ 3.50% extra shall be payable

The sanitary fitting @ 7% extra will be payable.The rates mentioned are inclusive of depreciation on the houses. No further reduction onaccount of depreciation is required.


TONK DISTRICT

104 COMPENSATION OF WELLS.

Notes :-1

23

45

6

78

9

S.No Item1 Rate for compensation of cement

concrete/RCC/ wells/ Dohri including sinkingor digging of wells in all types of strata andconstruction of ancillary structures like Dhana,Kheli, Kundi, Platform etc. excluding pumphouse as per given below (Rate in Rs)

Depth below NSL in Metre1.5 2 3 4

2 60725 75911 106441 1371843 78418 98666 139438 1805824 96111 121421 172436 2239805 113804 144176 205434 2673776 131497 166931 238431 3107757 149190 189686 271429 3541738 166883 212441 304426 3975719 184576 235197 337423 440969

10 202270 257951 370421 48436611 219962 280706 403419 52776412 237656 303461 436416 57116213 255348 326217 469414 61456014 273042 348972 502412 65795715 290734 371726 535409 70135516 308428 394482 568406 74475217 326120 417237 601404 78815018 343814 439992 634402 83154819 361507 462747 667399 87494620 379200 485502 700397 918344

PART D : COMPENSATION OF WELLS.

The rates for compensation of wells are for the wells constructed in cement or lime mortarmasonry including excavation in all types of strata and construction of ancillary structures likeDhana, Kheli, Kundi, platform etc. but excluding pump house.

For pump house the payment shall be made on plinth area basis as per item No.5These rates are inclusive of all lead and lifts of the material scaffolding, centring, shutteringrequired for construction of wells.For intermediate internal diameter and depth cost will be worked out by linear interpolationThe rates are inclusive of digging of wells in dry/moist/ saturated/ wet conditions includingdewatering.The awards issued prior to issuance of this BSR shall not be affected.

In case of wells the depth of wells shall be taken from top of lowest masonry level.However, increase of Dohri the depth shall be calculated considering the average of highest andlowest of masonry level.In case of Dohri 10% extra on the cost stated in item no (3) shall be paid for approaches and

Internal Diameter in metre


TONK DISTRICT


S.No Item2 Rate for compensation of cement or lime mortar

masonry wells including excavation in all typesof strata and construction of ancillary structureslike Dhana, Kheli, Kundi, Platform etc.excluding pump house as per given below (Ratein Rs)


2 32288 39531 54177 690383 38310 47358 65731 844754 44333 55185 77284 999125 50355 63011 88837 1153496 56378 71 100390 1307857 62402 78665 111943 1462228 68424 86491 123495 1616609 74447 94318 135049 177097

10 80469 102145 146602 19253411 86492 109971 158155 20797012 92515 117798 169707 22340713 98537 125624 181262 23884414 104561 133452 110514 25428115 110584 141279 204367 26971816 116606 149105 215919 28515517 122629 156932 227472 30059218 128651 164758 239025 31602919 134674 172585 250578 33146620 140697 180412 262131 346903

3 Rate for compensation of dry stone masonrywells including excavation in all types of strataand construction of ancillary structures likeDhana, Kheli, Kundi, Platform etc. excludingpump house as per given below (Rate in Rs)


2 7902 10315 15315 205483 10972 14369 21455 289314 14042 18422 27594 373155 17112 22476 33734 456986 20182 26530 39873 540827 23252 30583 46013 624658 26323 34637 52153 708489 29392 38691 58292 79232

10 32462 42745 64432 8761511 35533 46799 70571 9599812 38602 50853 76711 10438113 41672 54907 82851 112764




TONK DISTRICT


S.No Item14 44743 58960 88991 12114815 47812 63014 95130 12953116 50883 67068 101270 13791417 53953 71122 107410 14629818 57023 75175 113550 15468119 60093 79229 119689 16306420 63163 83283 125829 171448

4 Rate for compensation of Katcha exclusivelyfor digging of Katcha well in all type of strata as per table given below rate in Rs

Depth below NSL in Metre2 3 4

2 831 1870 33243 1544 3475 61784 2258 5080 90315 2971 6685 118856 3685 8291 147397 4398 9896 175928 5112 11501 204469 5825 13106 23300

10 6538 14711 2615411 7252 16317 2900712 7965 17922 3186113 8679 19527 3471514 9392 21132 3756815 10106 22737 40422

COMPENSATION OF DOL/DANGARNOTES:-

1 Rate for compensation of earthwork for bundsfor Doll/Dangar in all type of soil

a Up to 0.30 m height Per RM No paymentb Above 0.30 m to 0.50 m height Per RM 23.00c Above 0.50 m to 1.00 m height Per RM 66.00d Above 1.00 m to 1.50 m height Per RM 130.00e Above 1.50 m height Per RM 216.00

1. The rates are inclusive of all lead & lift of the material 2. The award issued prior to issue of this BSR shall not be effected.



TONK DISTRICT

107 FRUIT BEARING TREES

NAME OF TREES

10 20 21-30 20-35 10- 30 31-60 61-80 81-120 121-150 151-180

181-210

211-240

241-270 271-300 301-320 331-Above.

AAM DESI - - - 1589 1829 2283 3359 4599 5294 6021 6716 7443 8141 8900 9677AAM KALMI - - - 2661 2967 3483 4566 5723 6321 7047 7791 8520 9264 9975 10538AMROOD - - - 1157 1721 2249 - - - - - - - - -NIMBO 927 - 1290 - - - - - - - - - - - -SITAFAL 323 - 429 - - - - - - - - - - - -IMALI - - - 191 429 884 1890 2967 3542 4220 4865 5510 6155 6749 7311ANAR 711 1274 - - 1505 - - - - - - - - - -KARONDA 413 579 - - 861 - - - - - - - - - -AMALA - - - 1118 1400 1854 2978 4170 - - - - - - -KRINTH - - - 158 300 818 1589 2631 3095 - - - - - -LASODA - - - 711 1076 1620 2601 3905 4386 - - - - - -

12-20 21 - 30 31 - 46 47 - 61 62 - 76 77 - 91 92 - 107 Trees not included above

namely, Neem, Babul, Ardu and Khajur and type

of trees

62 99 167 300 599 896 1665

NAME OF TREES

Bamboo Tree

NAME OF TREES

1 6ORANGE

NAME OF TREES

Girth up to 10 cm Height 3 to 4 meter

Girth up to 12 cm Height up to 5 meter

Girth up to 15 cm Height up to 5 meter

152 cm above.

3639

MEASUREMENT OF GIRTH IN CM OF THE FRUIT BEARING TREE IN CMS. (Perimeter of Stem)

3081

123 - 137

2768

108 - 122

2288

29 51 62

138 - 152

More than 20 cm to 35 cm or

(more than 8" to 14")

More than 35 cm to 45 cm or


ITEM NO.19 ( E) FOR FRUIT BEARING TREES. (RATES IN RS) MEASUREMENT OF GIRTH IN CM OF THE FRUIT BEARING TREE IN CMS. (Perimeter of Stem)

FOR ORANGE TREES. (RATES IN RS) MEASUREMENT OF ITEM OF THE FRUIT BEARING TREE IN CMS. (Perimeter of Stem)

More than 45 cm or (more than 18")

5 cm to 7.5 cm or (more than 2" to 3")

More than 7.5 cm to 12.5 cm or


More than 12.5 cm to 20 cm or


3597Note :- 1. Measurement of the perimeter of stem should be measured within 15 cm from ground level.

2 3 4 5 7257 515 771 1028 2435

ANEXURES

108

Annexure I

LIST OF IS CODES

1. GEOLOGICAL INVESTIGATION AND SUBSURFACE EXPLORATION

1 IS 10060 : 2013

Geotechnical investigation for power house sites - Code of practice (First

Revision)

2 IS 10290 : 1982 Code of practice for photogeological interpretation and mapping of river

valley project sites

3 IS 11385 : 2008 Subsurface exploration for canals and cross drainage works - Code of

practice (First Revision)

4 IS 13216 : 1991 Code of practice for geological exploration for reservoir sites

5 IS 13578 : 2008 Subsurface exploration for barrages and weirs - Code of practice (First

Revision)

6 IS 14330 : 1996 Ground water investigation for hydraulic structures - Guidelines

7 IS 15662 : 2006 Geological exploration for gravity dams and overflow structures - Code

of practice

8 IS 15681 : 2006 Geological exploration by geophysical method (Seismic Refraction) -

Code of practice

9 IS 15686 : 2006 Recommendations for preparation of geological and geotechnical maps

for river valley projects

10 IS 15736 : 2007 Geological exploration by geophysical method (Electrical Resistivity) -

Code of practice

11 IS 4078 : 1980 Code of practice for indexing and storage of drill cores (First Revision)

12 IS 4410 : Part 7 : 1982 Glossary of terms relating to river valley projects: Part 7 engineering

geology (First Revision)

13 IS 4453 : 2009 Subsurface exploration by pits, trenches, drifts and shafts - Code of

practice (Second Revision)

14 IS 4464 : 1985 Code of practice for presentation of drilling information and core

description in foundation investigation (First Revision)

15 IS 5313 : 1980 Guide for core drilling observations (First Revision)

16 IS 5497 : 2008 Guide to topographical surveys for river valley projects (Second

Revision)

17 IS 5529 Part 1 : 2013 In-situ permeability test Part 1 Test in overburden - Code of practice

18 IS 5529 : Part 2 : 2006 In - Situ permeability test: Part 2 tests in bedrock (Second Revision)

19 IS 6926 : 1996 Diamond core drilling - Site investigation for river valley projects - Code

of practice (First revision)

20 IS 6935 : 1973 Method for determination of water level in a bore hole

109

21 IS 6955 : 2008 Subsurface exploration for earth and rockfill dams - Code of practice

(First Revision)

22 IS 7422 : Part 1 : 1974 Symbols and abbreviations for use in geological Maps: Section and

subsurface exploratory logs: Part 1 abbreviations

23 IS 7422 : Part 2 : 1974 Symbols and abbreviations for use in geological maps: Section and

subsurface exploratory logs: Part 2 igneous rocks

24 IS 7422 : Part 3 : 1974 Symbols and abbreviations for use in geological maps: Sections and

subsurface exploratory logs: Part 3 sedimentary rocks

25 IS 7422 : Part 4 : 1985 Symbols and abbreviations for use in geological maps: Sections and

subsurface exploratory logs: Part 4 metamorphic rocks

26 IS 7422 : Part 5 : 1992

Symbols and abbreviations for use in geological maps: Sections and sub -

Surface exploratory logs: Part 5 line symbols for formation contacts and

structural features

2. WATER RESOURCES PLANNING, MANAGEMENT AND EVALUATION

1 IS 10336 : 1982 Guidelines for preparation of completion reports of multipurpose river

valley projects

2 IS 13028 Part 1 : 2014 Guidelines for integrated planning, development and management of

river basins: Part 1 overall planning (First Revision)

3 IS 13142 : 1991 Proforma for reporting progress of benefits created by river valley

projects

4 IS 13218 : Part 1 : 1992 Proforma for reporting progress during construction for river valley

projects: Part 1 irrigation works


projects: Part 2 hydel works


projbcts: Part 3 flood control

7 IS 13668 : 1993 Guidelines for fixing intensity of irrigation

8 IS 13739 : 1993 Guidelines for estimation of flood damages

9 IS 14519 : 1998 Guidelines for fixing rates for irrigation water

10 IS 15087 : 2001 Planning and design of drainage in irrigation projects - Guidelines

11 IS 16115 : 2013 Evaluation of completed irrigation projects (Major And Medium) -

Guidelines

12 IS 4008 : 1985 Guide for presentation of project report for river valley projects (First

Revision)

13 IS 4186 : 1985 Guide for preparation of project report for river valley projects (First

Revision)

14 IS 4410 : Part 1 : 1991 Glossary of terms relating to river valley projects: Part 1 irrigation

practice (First Revision)

110

15 IS 4410 : Part 11 : Sec

5 : 1977

Glossary of terms relating to river valley projects: Part 11 hydrology: Sec

5 floods

16 IS 4410 : Part 14 : Sec

1 : 1977

Glossary of terms relating to river valley projects: Part 14 soil

conservation and reclamation: Sec 1 soil conservation

17 IS 4410 : Part 14 : Sec

2 : 1977

Glossary of terms relating to river valley projects: Part 14 soil

conservation and reclamation: Sec 2 reclamation

18 IS 4410 : Part 17 : 1977 Glossary of terms relating to river valley projects: Part 17 water

requirements of crops

19 IS 4410 : Part 2 : 1967 Glossary of terms relating to river valley projects: Part 2 project planning

20 IS 4410 : Part 21 : 1987 Glossary of terms relating to river valley projects: Part 21 flood control

21 IS 4410 : Part 4 : 1982 Glossary of terms relating to river valley projects: Part 4 drawings (First

Revision)

22 IS 5510 : 1969 Guide for soil surveys for river valley projects

23 IS 6748 : Part 1 : 1973 Recommendations for watershed management relating to soil

conservation: Part 1 agronomic aspects

24 IS 7560 : 1974 Guidelines for allocation of cost among different purposes of river valley

projects

3. FOUNDATION AND SUBSTRUCTURES

1 IS 11293 : 2018 Guidelines for the design of grout curtains for earth and rock fill dams,

masonry dams and concrete gravity dams

2 IS 11293 : Part 1 : 1985 Guidelines for the design of grout curtains: Part 1 earth and rockfill dams

3 IS 11293 : Part 2 : 1993 Guidelines for the design of grout curtains: Part 2 masonry and concrete

gravity dams

4 IS 11973 : 1986 Code of practice for treatment of rock foundations, core and abutment

contacts with rock, for embankment dams

5 IS 12584 : 1989 Bentonite for grouting in civil engineering works - Specification

6 IS 14343 : 1996 Choice of grouting, materials for alluvial grouting - Guidelines

7 IS 14344 : 1996 Design and construction of diaphragms for under - Seepage control -

Code of practice

8 IS 16547 : 2017 Investigations for foundation of existing earth and rock fill dams -

Guidelines

9 IS 4410 : Part 19 : 1996 Glossary of terms relating to river valley projects: Part 19 grouting

10 IS 4999 : 1991 Recommendations for grouting of pervious soils (First Revision)

11 IS 5050 : 1992 Code of practice for design, construction and maintenance of relief wells

(First Revision)

111

12 IS 6066 : 1994 Pressure grouting of rock foundations in river valley projects -

Recommendations (Second Revision)

13 IS 8414 : 2014 Guidelines for design of under seepage control measures for earth and

rockfill dams (First Revision)

4. DAMS AND SPILLWAYS

1 IS 10135 : 1985 Code of practice for drainage system for gravity dams, their foundations

and abutments (First Revision)

2 IS 10137 : 2015 Guidelines for selection of spillways and energy dissipators (First

Revision)

3 IS 10635 : 2014 Freeboard requirement in dams - Guidelines (Second Revision)

4 IS 11155 : 2019 Construction of spillways and similar overflow structures - Code of


5 IS 11216 : 1985 Code of practice for permeability test for masonry during and after

construction

6 IS 11223 : 1985 Guidelines for fixing spillway capacity

7 IS 11485 : 2014 Criteria for design of sluices in concrete and masonry dams (First

Revision)

8 IS 11527 : 2013 Structural design of energy dissipators for spillways - Criteria (First

Revision)

9 IS 11772 : 2009 Design of drainage arrangements ofenergy dissipators and training walls

of spillways - Guidelines (First Revision)

10 IS 12169 : 1987 Criteria for design of small embankment dams

11 IS 12200 : 2001 Provision of water - Stops at transverse contraction joints in masonry and

concrete dams - Code of practice (First Revision)

12 IS 12720 : 2004 Criteria for structural design of spillway training walls and divide walls

(Second Revision)

13 IS 12731 : 1989 Hydraulic design of impact type energy dissipaters - Recommendations

14 IS 12804 : 1989 Criteria for estimation of aeration demand for spillway and outlet

structures

15 IS 12966 : Part 1 : 1992 Code of practice for galleries and other openings in dams: Part 1 general

requirements

16 IS 12966 : Part 2 : 1990 Code of practice for galleries and other openings in dams: Part 2

structural design

17 IS 13048 : 1991 Recommendations for hydraulic design of duck bill spillways

18 IS 13144 : 1991 Recommendations for provision of facilities outside the dams

19 IS 13195 : 1991 Preliminary design, operation and maintenance of protection works

downstream of spillways - Guidelines

20 IS 13551 : 1992 Structural design of spillway pier and crest - Criteria

21 IS 13645 : 1993 Guniting the upstream face of masonry dams - Guidelines

112

22 IS 14591 : 1999 Temperature control of mass concrete for dams - Guidelines

23 IS 14690 : 1999 Quality control during construction of earth and rockfill dams -

Recommendations

24 IS 14954 : 2001 Distress and remedial measures in earth and rockfill dams - Guidelines

25 IS 15058 : 2002 PVC water - Stops at transverse contraction joints for use in masonry and

concrete dams - Specification

26 IS 4410 : Part 18 : 1983 Glossary of terms relating to river valley projects: Part 18 energy

dissipation devices (Stilling Basins)

27 IS 4410 : Part 8 : 1992 Glossary of terms relating to river valley projects: Part 8 dams and dam:

Section (First Revision)

28 IS 4410 : Part 9 : 1982 Glossary of terms relating to river valley projects: Part 9 spillways and

siphons (First Revision)

29 IS 4997 : 1968 Criteria for design of hydraulic jump type stilling basins with horizontal

and sloping apron

30 IS 5186 : 1994 Design of chute and side channel spillways - Criteria (First Revision)

31 IS 6512 : 2019 Criteria for design of solid gravity dams (Second Revision)

32 IS 6934 : 2014 Hydraulic design of high ogee overflow and orifice spillways -

Recommendations (Second Revision)

33 IS 7365 : 2010 Criteria for hydraulic design of bucket type energy dissipaters (Second

Revision)

34 IS 7894 : 1975 Code of practice for stability analysis of earth dams

35 IS 8605 : 1977 Code of practice for construction of masonry in dams

36 IS 8826 : 1978 Guidelines for design of large earth and rockfill dams

37 IS 9296 : 2001 Inspection and maintenance of dams and appurtenant structures -

Guidelines (First Revision)

38 IS 9297 : 1979 Recommendations for lighting, ventilation and other facilities inside

dams

39 IS 9429 : 1999 Drainage system for earth and rockfill dams - Code of practice (First

Revision)

40 SP 55 : 1993 Design aid for anchorages for spillway piers, training walls and divide

walls

5. RESERVOIR AND LAKES

1 IS 12182 : 1987 Guidelines for determination of effects of sedimentation in planning and

performance of reservoirs

2 IS 13665 : 2017 Hydrometry - Methods for assessment of reservoir sedimentation (First

Revision)

3 IS 14654 : 1999 Minimising evaporation losses from reservoirs - Guidelines

113

4 IS 15472 : 2004 Guidelines for planning and design of low level outlets for evacuating

storage reservoirs

5 IS 15840 : 2009 Determination of volume of water and water level in lakes and reservoirs

6 IS 4410 : Part 6 : 1983 Glossary of terms relating to river valley projects: Part 6 reservoirs (First

Revision)

7 IS 5477 : Part 1 : 1999 Fixing the capacities of reservoirs methods: Part 1 general requirements

(First Revision)

8 IS 5477 : Part 2 : 1994 Fixing the capacities of reservoirs - Methods: Part 2 dead storage (First

Revision)

9 IS 5477 : Part 3 : 2002 Fixing the capacities of reservoirs - Methods: Part 3 live storage (First

Revision)

10 IS 5477 : Part 4 : 2019 Methods for fixing the capacities of reservoirs: Part 4 surcharge storage

(First Revision)

11 IS 6518 : 2017 Guidelines for control of sediment in reservoirs (Second Revision)

12 IS 6939 : 1992 Methods for determination of evaporation from reservoirs (First

Revision)

13 IS 7323 : 1994 Operation of reservoirs - Guidelines (First Revision)

14 IS 8237 : 1985 Code of practice for protection of slope for reservoir embankment (First

Revision)

6. HYDRAULIC GATES AND VALVES

1 IS 10021 : 2000 Guidelines for de - Icing system for hydraulic installations (First

Revision)

2 IS 10096 : Part 1 : Sec

1 : 2014

Recommendations for inspection; testing and maintenance of radial gates

and their hoists: Part I inspection, testing and assembly at the

manufacturing stage: Section I gates

3 IS 10096 : Part 2 : 1983

Recommendations for inspection, testing and maintenance of radial gates

and their hoists: Part 2 inspection, testing and assembly at the time of

erection

4 IS 10096 : Part 3 : 2002 Recommendations for inspection, testing and maintenance of radial gates

and rope drum hoists: Part 3 after erection (Second Revision)

5 IS 10096 :Part 1 : Sec 2

: 2014

Recommendations for inspection, testing and maintenance of radial gates

and rope drum hoists: Part 1 inspection, testing and assembly at the

manufacturing stage: Sec 2 rope drum hoists (First Revision)

6 IS 10210 : 1993 Criteria for design of hydraulic hoists for gates (First Revision)

7 IS 11228 : 1985 Recommendations for design of screw hoists for hydraulic gates

8 IS 11793 : 1986 Guidelines for design of float driven hoisting mechanism for automatic

gated control

9 IS 11855 : 2017 Design and use of rubber seals for hydraulic gates - Recommendations

(Second Revision)

114

10 IS 13041 : 2013 Recommendations for inspection, testing and maintenance of hydraulic

hoist (After Erection) (First Revision)

11 IS 13591 : 2019 Criteria for design of lifting beams (First Revision)

12 IS 13623 : 1993 Criteria for choice of gates and hoists

13 IS 14177 : 1994 Guidelines for painting system for hydraulic gates and hoists

14 IS 15466 : 2004 Rubber seals for hydraulic gates - Specification

15 IS 4410 : Part 16 :

Sec 1 : 1999

Glossary of terms relating to river valley projects: Part 16 gates and

valves: Sec 1 gates and Terms related with gates (First Revision)

16 IS 4410 : Part 16 :

Sec 2 : 1981

Glossary of terms relating to river valley projects: Part xvi gates and

valves: Sec 2 valves

17 IS 4410 : Part 23 : 1999 Glossary of terms relating to river valley projects

18 IS 4622 : 2003 Recommendations for structural design of fixed - Wheel gates (Third

Revision)

19 IS 4623 : 2000 Recommendations for structural design of radial gates (Third Revision)

20 IS 5620 : 1985 Recommendations for structural design criteria for low head (Second

Slide Gates Revision)

21 IS 6938 : 2005 Design of rope drum and chain hoists for hydraulic gates - Code of


22 IS 7326 : Part 1 : 1992

Penstock and turbine inlet butterfly valves for hydropower stations and

systems: Part 1 criteria for structural and hydraulic design (First

Revision)

23 IS 7326 : Part 2 : 1992 Penstock and turbine inlet butterfly valves for hydro - Power stations and

systems: Part 2 guidelines for design and selection of control

24 IS 7326 : Part 3 : 1976 Penstock and turbine inlet butterfly valves for hydropower stations and

systems: Part 3 recommendations for operations and maintenance

25 IS 7332 : Part 1 : 1991 Spherical valves for hydropower stations and systems: Part 1 criteria for

structural and hydraulic design (First Revision)

26 IS 7332 : Part 2 : 1993 Spherical valves for hydropower stations and systems: Part 2 selection of

control equipment (First Revision)

27 IS 7332 : Part 3 : 1994

Spherical valves for hydropower stations and systems: Part 3

recommendations for operation and maintenance of spherical valves

(First Revision)

28 IS 7718 : 2018 Recommendations for inspection, testing and maintenance of fixed wheel

and slide gate (Second Revision)

29 IS 9349 : 2006 Recommendations for structural design of medium and high head slide

gates (Second Revision)

115

7. CANALS AND CD WORKS

1 IS 10430 : 2000 Criteria for design of lined canals and guidance for selection of type of

lining (First Revision)

2 IS 10646 : 1991 Canal linings - Cement concrete tiles - Specification (First Revision)

3 IS 11570 : 1985 Criteria for hydraulic design of irrigation intake structures

4 IS 11809 : 1994 Lining for canals by stone masonry - Code of practice (First Revision)

5 IS 12331 : 1988 General requirements for canal outlets

6 IS 12379 : 1988 Code of practice for lining of water - Courses and field channels

7 IS 13143 : 1991 Joints in concrete lining of canals - Sealing compound - Specification

8 IS 16238 : 2017 Planning of parallel canals - Guidelines

9 IS 16472 : 2016 Design and construction of water courses - Guidelines

10 IS 3872 : 2002 Lining of canals with burnt clay tiles - Code of practice (First Revision)

11 IS 3873 : 1993 Laying .cement concrete/stone slab lining on canals - Code of practice

(Second Revision)

12 IS 4410 : Part 15 : Sec

1 : 1973

Glossary of terms relating to river valley projects: Part 15 Canal

structures Section 1 General terms

13 IS 4410 : Part 15 : Sec

2 : 1973

Glossary of terms relating to river valley projects: Part 15 canal

structures: Sec 2 Transitions

14 IS 4410 : Part 15 : Sec

3 : 1977


structures: Sec 3 Flume.

15 IS 4410 : Part 15 : Sec

4 : 1977


structures: Sec 4 Regulating works

16 IS 4410 : Part 15 : Sec

5 : 1992


structures: Sec 5 Cross - Drainage Works (First Revision)

17 IS 4410 : Part 5 : 1982 Glossary of terms relating to river valley projects: Part v Canals (First

Revision)

18 IS 4515 : 2002 Stone pitched lining for canals - Code of practice (Second Revision)

19 IS 4558 : 1995 Under - Drainage of lined canals - Code of practice (Second Revision)

20 IS 4701 : 1982 Code of practice for earthwork on canals (First Revision)

21 IS 4839 : Part 1 : 1992 Maintenance of canals - Code of practice: Part 1 unlined canals (Second

Revision)

22 IS 4839 : Part 2 : 1992 Maintenance of canals - Code of practice: Part 2 lined canals (Second

Revision)

116

23 IS 4839 : Part 3 : 1992

Code of practice for maintenance of canals: Part 3 canal structures,

drains, outlets, jungle, clearance, plantation and regulation f second

revision)

24 IS 5256 : 1992 Sealing expansion joints in concrete lining of canals - Code of practice

(First Revision)

25 IS 5690 : 1982 Guide for laying combination lining for existing unlined canals (First

Revision)

26 IS 5968 : 1987 Guide for planning and layout of canal system for lrrigation (First

Revision)

27 IS 6004 : 1980 Criteria for hydraulic design of sediment ejector for irrigation and power

channels (First Revision)

28 IS 6522 : 1972 Criteria for design of silt vanes for sediment control in offtaking canals

29 IS 6531 : 1994 Canal head regulators criteria for design (First Revision)

30 IS 6936 : 1992 Guide for location, selection and hydraulic design of canal escapes (First

Revision)

31 IS 7112 : 2002 Criteria for design of cross -: Sec for unlined canals in alluvial soil (First

Revision)

32 IS 7113 : 2003 Soil - Cement lining for canals - Code of practice (First Revision)

33 IS 7114 : 1973 Criteria for hydraulic design of cross regulators for canals

34 IS 7331 : 1981 Code of practice for inspection and maintenance of cross drainage works

(First Revision)

35 IS 7495 : 1974 Criteria for hydraulic design of silt selective head regulator for sediment

control in offtaking canals

36 IS 7784 : Part 1 : 2013 Design of cross drainage works - Code of practice: Part 1 general features

(Second Revision)

37 IS 7784 : Part 2 : Sec 1

: 1995

Design of cross drainage works code of practice: Part 2 specific

requirements: Sec 1 aqueducts (First Revision J

38 IS 7784 : Part 2 : Sec 2

: 2000

Code of practice for design of cross drainage works: Part 2 specific

requirements: Sec 2 superpassages (First Revision)

39 IS 7784 : Part 2 : Sec 3

: 1996

Code of practice for design of cross drainage works: Part 2 specific

requirements: Sec 3 canal syphons (First Revision)

40 IS 7784 : Part 2 : Sec 4

: 1999

Design of cross drainage works - Code of practice: Part 2 specific

requirements: Sec 4 level crossings (First Revision)

41 IS 7784 : Part 2 : Sec 5

: 2000

Code of practice for design of cross drainage works part2 specific

requirements: Sec 5 syphon aqueducts (First Revision)

42 IS 7871 : 1975 Criteria for hydraulic design of groyne walls (Curved Wing) for sediment

distribution at offtake points in a canal

43 IS 7873 : 1975 Code of practice for limb concrete lining for canals

44 IS 7880 : 1975 Criteria for hydraulic design qf skimming platform for sediment control

in offtaking canal

117

45 IS 7986 : 1976 Code of practice for canal outlets

46 IS 8835 : 1978 Guidelines for planning and design of surface drains

47 IS 9097 : 1979 Guide for laying lining of canals with hot bitumen or bituminous felts

48 IS 9447 : 1980 Guidelines for assessment of seepage losses from canals by analytical

method

49 IS 9451 : 1994 Guidelines for lining of canals in expansive soils (Second Revision)

50 IS 9452 : Part 1 : 1993 Measurement of seepage losses from canals - Code of practice: Part 1

Ponding method

51 IS 9452 : Part 2 : 1980 Code of practice for measurement of seepage losses from canals: Part 2

inflow - O - utflow method

52 IS 9452 : Part 3 : 1988 Code of practice for measurement of seepage losses from canals: Part 3

seepage meter method

53 IS 9698 : 1995 Lining of canals with polyethylene film - Code of practice (First

Revision)

54 IS 9913 : 2000 Code of practice for construction of cross drainage works (First Revision)

8. HYDRAULIC STRUCTURES INSTRUMENTATION

1 IS 10334 : 1982

Code of practice for selection, splicing, installation and providing

protection to the open ends of cables used for connecting resistance type

measuring devices in concrete and masonry dams

2 IS 10434 : Part 1 : 2003

Installation, maintenance and observation of deformation measuring

devices in concrete and masonry dams - Guidelines: Part 1 resistance

type jointmeters (First Revision)

3 IS 10434 : Part 2 : 1996

Guidelines for installation, maintenance and observation of preformation

measuring devices in concrete and masonry dams: Part 2 vibrating, wire

type joint meter

4 IS 12949 : 2013

Installation, maintenance and observation of instruments for pore

pressure measurements in earth and rockfill dams - Vibrating wire type

electrical pore pressure cell - Code of practice (First Revision)

5 IS 13073 : Part 1 : 2002

Installation, maintenance and observation of displacement measuring

devices in concrete and masonry dams - Code of practice: Part 1

deflection measurement using plumb lines (First Revision)

6 IS 13073 : Part 2 : 2000

Code of practice for installation, maintenance and observation of

displacement measuring devices for concrete and masonry dams: Part 2

geodetic observation - Crest collimation

7 IS 13232 : 1992 Installation, maintenance and observations of electrical strain measuring

devices in concrete dams - Code of practice

8 IS 14248 : 1995 Guidelines for instrumentation of barrages and weirs

9 IS 14278 : 1995 Stress measuring devices in concrete and masonry dams - Installation,

commissioning and observations - Code of practice

10 IS 14750 : 2014

Code of practice for installation, maintenance and observation of seepage

measuring devices for concrete/masonry and earth/ rockfill dams (First

Revision)

118

11 IS 14793 : 2013

Installation, maintenance and observation of the instruments for vibration

studies other than earthquakes on hydraulic structures and machines -

Code of practice (First Revision)

12 IS 17158 : 2019 Guide for type of measurement, choice of location and type of

instruments for underground power house

13 IS 6524 : 1972 Code of practice for installation and observation of instruments for

temperature measurements inside dams : resistance type thermometers

14 IS 6532 : 1972 Code of practice for design, installation, observation and maintenance of

uplift pressure pipes for hydraulic structures on permeable foundations

15 IS 7356 : Part 1 : 2002

Code of practice for installation, maintenance and observation of

instruments for pore pressure measurements in earth dams and rockfill

dams - Part 1 : porous

16 IS 7356 : Part 2 : 2003

Installation, observation and maintenance of instruments for pore

pressure measurements in earth and rockfill dams - Code of practice: Part

2 twin tube hydraulic piezometers (Second Revision)

17 IS 7436 : Part 1 : 1993

Guide fort ypes of measurements for structures in river valley projects

and criteria for choice and location of measuring instruments: Part 1 for

earth and rockfill dams (First Revision)

18 IS 7436 : Part 2 : 2019

Guide for types of measurements for structures in river valley projects

and criteria for choice and location of measuring instrument: Part 2

concrete and masonry dams (Second Revision)

19 IS 7500 : 2000

Code of practice for installation and observation of cross arms for

measurement of internal vertical movement in earth dams (First

Revision)

20 IS 8226 : 2017 Installation and observation of base plate apparatus for measurement of

foundation settlement in embankments - Code of practice (First Revision)

21 IS 8282 : Part 1 : 1976

Code of practice for installation, maintenance and observations of pore

pressure measuring devices in concrete and masonry dams: Part 1

electrical resistance type cell

22 IS 8282 : Part 2 : 1996

Installation, maintenance and observations of pore pressure measuring

devices in concrete and masonry dams - Code of practice: Part 2

vibrating wire type cell

9. FLOOD MANAGEMENT, EROSION MANAGEMENT & DIVERSION WORK

1 IS 10084 : Part 1 : 1982 Criteria for design of diversion works: Part 1 coffer dams

2 IS 10084 : Part 2 : 2014 Design of diversion works - Criteria: Part 2 diversion channel and open

cut or conduit in the body of dam (First Revision)

3 IS 10751 : 1994 Planning and design of guide banks for alluvial rivers - Guidelines (First

Revision)

4 IS 10788 : Part 1 : 1984 Code of practice for construction of diversion works: Part 1 cellular

coffer dams

5 IS 11130 : 1984 Criteria for structural design of barrages and weirs

6 IS 11150 : 1993 Construction of concrete barrages - Code of practice (First Revision)

119

7 IS 11532 : 1995 Construction and maintenance of river embankments (Levees) -


8 IS 12094 : 2018 Planning and design of river embankments (Levees) - Guidelines

(Second Revision)

9 IS 12892 : 1989 Safety of barrage and weir structures - Guidelines

10 IS 12926 : 1995 Construction and maintenance of guide banks in alluvial rivers -


11 IS 13877 : 1993 Planning and design of fish pass - Guidelines

12 IS 13912 : 1993 Closure of diversion channel and open cut or conduit inthe body of the

dam - Code of practice

13 IS 14262 : 1995 Planning and design of revetment - Guidelines

14 IS 14592 : Part 1 : 1998 Planning and design of barrage powerhouses - Guidelines: Part 1

investigation, planning and layout

15 IS 14815 : 2000 Design flood for river diversion works - Guidelines

16 IS 14955 : 2001 Guidelines for hydraulic model studies of barrages and weirs

17 IS 4410 : Part 12 : 1993 Glossary of terms relating to river valley projects: Part 12 diversion

works (First Revision)

18 IS 4410 : Part 22 : 1994 Glossary of terms relating to river valley projects: Part 22 barrages and

weirs

19 IS 4410 : Part 3 : 1988 Glossary of terms relating to river valley projects: Part 3 river and river

training (First Revision)

20 IS 6966 : Part 1 : 1989 Hydraulic design of barrages and weirs - Guidelines: Part 1 alluvial

reaches (First Revision)

21 IS 7349 : 2012 Barrages and weirs - Operation and maintenance - Guidelines (Second

Revision)

22 IS 7720 : 1991 Criteria for investigation, planning and layout for barrages and weirs

(First Revision)

23 IS 8408 : 1994 Planning and design of groynes in alluvial river - Guidelines (First

Revision)

24 IS 9461 : 1980 Guidelines for data required for design of temporary river diversion

works

25 IS 9795 : Part 1 : 1981 Guidelines for the choice of the type of diversion works: Part 1 coffer

dams

10. SPECIFICATION FOR DUCTILE IRON (DI) PIPES, FITTINGS, SPECIALS, PE & HDPE

PIPES

1 IS 8329

Centrifugally cast (spun) ductile iron pressure pipes for water, gas and

sewage - specification

2 IS 9523 Ductile iron fittings for pressure pipes for water, gas and sewage -

specification

3 IS 5382 Rubber sealing rings for gas mains, water mains and sewers

4 IS 638 Specification for Sheet Rubber Jointing and Rubber Insertion Jointing

5 IS 12288 Code of practice for use and laying of Ductile Iron pipes

120

6 IS 11606 Methods for sampling of Cast Iron pipes and fittings

7 IS 455 Portland slag cement

8 IS 12330 Sulphate resisting Portland cement

9 IS 6452 Specification for high alumina cement for structural use

10 IS 6909 Specification for supersulphated cement

11 IS 8112 43 grade ordinary portland cement

12 IS 1387 General requirements for supply of metallurgical materials

13 IS 1500 Methods for Brinell hardness test for metallic materials

14 IS 1608 Mechanical testing of metals - tensile testing

15 ISO 2531 Ductile iron pipes, fittings, accessories and their joints for water

applications

16 ISO 4179 Ductile iron pipes and fittings for pressure and non-pressure pipelines --

Cement mortar lining

17 ISO 4633 Rubber seals -- Joint rings for water supply, drainage and sewerage

pipelines -- Specification for materials

18 ISO 8179 Ductile iron pipes -- External zinc-based coating – Part 1: Metallic zinc

with finishing layer

19 ISO 8179 Ductile iron pipes -- External zinc coating -- Part 2: Zinc rich paint with

finishing layer

20 ISO 8180 Ductile iron pipelines -- Polyethylene sleeving for site application

21 ISO 10802 Ductile iron pipelines -- Hydrostatic testing after installation

22 ISO 10803 Design method for ductile iron pipes

23 ISO 16132 Ductile iron pipes and fittings -- Seal coats for cement mortar linings

24 AWWA M 41 Ductile - Iron pipe and fittings (guideline code for design,

manufacturing, testing, jointing, laying & installation etc.)

25 BS EN 545 Ductile iron pipes, fittings, accessories and their joints for water pipelines

- Requirements and test methods

26 IS 5822 MS pipeline

27 IS 12288 DI pipeline

28 IS 127886:1989

(Reaffirmed 1998) Polyethylene pipe for irrigation-Laterals with amendments number 5

29 IS 14151 (Part I) 1999 Irrigation equipment sprinkler pipes specifications IS 14151 (Part I)1999

Part I Polyethylene pipes

30 IS 14151 (Part II) 1999 Irrigation equipment sprinkler pipes specifications Part II quick couples

Polyethylene pipes

31 IS 4984 : 1995

(Reaffirmed 2002)

High Density Polyethylene (HDPE) Pipes for Water Supply -

Specifications

121

ANNEXURE – II

MATERIAL CONSUMPTION OF MAIN ITEMS

S.

No Particular

Mortar

(Cum)

Lime

Slacked

(Cum)

.Surkhi

(Cum)

Cement

(Bags)

Sand

(Cum)

Stone

(Cum)

1 2 3 4 5 6 7 8

1. 1 Cum slacked lime = 0.67 Cum Un slacked lime

2. Lime mortar (For 1 cum Mortar)

(a) Lime Surkhi Sand mortar

(1:1 /2:1½) - 0.48 0.24

- 0.72 -

(b) Lime sand (1:2) - 0.48 - - 0.95 -

(c) Lime sand (1:3) - 0.36 - - 1.08 -

3. Cement mortar (For 1 cum mortar)

(a) Cement sand (1:2) - - - 13.70 0.95 -

(b) Cement sand (1:3) - - - 10.30 1.07 -

(c) Cement sand (1:4) - - - 7.70 1.07 -

(d) Cement sand (1:5) - - - 6.20 1.07 -

(e) Cement sand (1:6) - - - 5.13 1.07 -

(f) Cement sand (1:8) - - - 3.93 1.07 -

4. R.R. Stone masonry in (For 1 cum masonry)


(1:1 /2:1½) 0.40 0.192 0.096

- 0.288 1.10

(b) Lime sand mortar (1:2) 0.40 0.192 - - 0.38 1.10

(c) Lime sand mortar (1:3) 0.40 0.144 - - 0.43 1.10

(d) Cement sand mortar (1 :3) 0.40 - - 4.12 0.428 1.10

(e) Cement sand mortar (1 :4) 0.40 - - 3.08 0.428 1.10

(f) Cement sand mortar (1 : 5 ) 0.40 - - 2.48 0.428 1.10

(g) Cement sand mortar (1 : 6 ) 0.40 - - 2.05 0.428 1.10

(h) Cement sand mortar (1 :8) 0.40 - - 1.57 0.428 1.10

5. C.R. Stone/ Kharanja masonry in (For 1Cum masonry)


(1:½:1½) 0.35 0.168 0.084

- 0.252 1.20

(b) Lime sand mortar (1:2) 0.35 0.168 - - 0.333 1.20

(c) Cement sand Mortar (1 : 3 ) 0.35 - - 3.605 0.375 1.20

(d) Cement sand mortar (1 : 4) 0.35 - - 2.695 0.375 1.20

(e) Cement sand mortar (1 : 5 ) 0.35 - - 2.17 0.375 1.20

(f) Cement sand mortar (1 :6) 0.35 - - 1.795 0.375 1.20

(g) Cement sand mortar (1 : 8 ) 0.35 - - 1.375 0.375 1.20

6. Brick masonry in : Two

bricks width or more: (For 1 cum masonry)

Briks

Nos.

(a) Lime Surkhi Sand Mortar

(1:½:1½) 0.23 0.11 0.055

- 0.166 475

http://c.r.stone/Kharanja

122

S.

No Particular

Mortar

(Cum)

Lime

Slacked

(Cum)

.Surkhi

(Cum)

Cement

(Bags)

Sand

(Cum)

Stone

(Cum)

1 2 3 4 5 6 7 8

(b) Lime sand mortar ( 1 : 2) 0.23 0.11 - - 0.218 475

(c) Cement sand mortar (1 : 3 ) 0.23 - - 2.369 0.246 475

(d) Cement sand mortar (1 :4) 0.23 - - 1.771 0.246 475

(e) Lime sand mortar (1 : 5) 0.23 - - 1.426 0.246 475

(f) Cement sand mortar (1 : 6 ) 0.23 - - 1.18 0.246 475

(g) Cement sand mortar (1 :8) 0.23 - - 0.904 0.246 475

7. Half brick masonry in: (For 1 Sqm Masonry)

(a) Cement sand mortar (1 : 3 ) 0.02 - - 0.206 0.201 55

(b) Cement sand mortar (1 : 4 ) 0.02 - - 0.154 0.201 55

8. Brick masonry on edge in: (For 1 Sqm Masonry)

(a) Cement sand mortar (1 : 3 ) 0.01 - - 0.103 0.011 37

(b) Cement sand mortar (1 : 4 ) 0.01 - - 0.077 0.011 37

9. R.R. Stone Masonry (For 1 Cum Masonry) Stone (cum)

In Mud Mortar 0.40

- -

0.48

(mud) - 1.00

10. Dry stone (For 1 Cum Masonry)

masonry - - - - - 1.10

11. Lime concrete (For 1 cum concrete)

(a) (1 :½: 1½) 0.40 0.192 0.096 - 0.288 1.00

(b) ( 1 :2) 0.40 0.192 - - 0.38 1.00

(c) ( 1 :3) 0.40 0.144 - - 0.43 1.00

12. Cement Concrete (For 1 cum concrete)

(a) (1 :1: 2) - - - 11.20 0.40 0.80

(b) ( 1 :1½:3) - - - 8.60 0.43 0.85

(c) ( 1 :2:4) - - - 6.40 0.45 0.90

(d) ( 1 :3:6) - - - 4.50 0.47 0.94

(e) ( 1 :4:8 ) - - - 3.40 0.47 0.94

(f) ( 1 : 5 :10) - - - 2.80 0.47 0.94

13. Precast Tile Lining (laying

& fixing only) (For 1 Sqm Lining)

4cm thick 0.243 - - 0.156 0.026 -

14. Clay tile/Brick lining (For 10 Sqm Lining)

Item

Tile/

brick

(Nos)

cement

(Bags)

Bazari

(Cum)

Tibba

sand

(Cum)

Sand inplace of

bazari & tibba

sand

(cum)

Single brick lining 366 3.77 0.116 0.347 0.463

Single tile lining 215 3.40 0.102 0.305 0.407

Double tile lining 430 3.66 0.110 0.328 0.438

123

S.

No Particular

Mortar

(Cum)

Lime

Slacked

(Cum)

.Surkhi

(Cum)

Cement

(Bags)

Sand

(Cum)

Stone

(Cum)

1 2 3 4 5 6 7 8

PLASTER

15. Lime plaster 25mm thick in

mortar ratio (For 1 Sqm Plaster)

(a) (1 :½ : 1½) 0.03 0.0144 0.0072 - 0.0216 -

(b) ( 1 : 2) 0.03 0.0144 - - 0.0285 -

(c) ( 1 :3 ) 0.03 0.0108 - - 0.0324 -

16. Lime plaster 20mm thick in mortar ratio (For 1 Sqm Plaster)

(a) (1 :½ : 1½) 0.021 0.0100 0.005 - 0.0151 -

(b) ( 1 : 2) 0.021 0.0100 - - 0.0199 -

(c) ( 1 :3 ) 0.021 0.0076 - - 0.0227 -

17. Lime plaster 12mm thick in mortar ratio (For 1 Sqm Plaster)

(a) (1 :½ : 1½) 0.015 0.0072 0.0036 - 0.0108 -

(b) ( 1 : 2) 0.015 0.0072 - - 0.0143 -

(c) ( 1 :3 ) 0.015 0.0054 - - 0.0162 -

18. Cement plaster 25mm thick in mortar ratio (For 1 Sqm Plaster)

(a) (1 :3) 0.03 - - 0.309 0.032 -

(b) ( 1 : 4) 0.03 - - 0.231 0.032 -

(c) ( 1 :5) 0.03 - - 0.186 0.032 -

(d) ( 1 :6 ) 0.03 - - 0.154 0.032 -


(a) (1 :3) 0.021 - - 0.216 0.023 -

(b) ( 1 : 4) 0.021 - - 0.162 0.023 -

(c) ( 1 :5) 0.021 - - 0.130 0.023 -

(d) ( 1 :6 ) 0.021 - - 0.11 0.023 -


(a) (1 :3) 0.015 - - 0.154 0.016 -

(b) ( 1 : 4) 0.015 - - 0.116 0.016 -

(c) ( 1 :5) 0.015 - - 0.093 0.016 -

(d) ( 1 :6 ) 0.015 - - 0.077 0.016 -

21. Cement plaster 6mm thick in mortar (For 1 Sqm Plaster)

Ratio (1 : 3) 0.008 - - 0.08 0.008 -

POINTING

22. Flush ruled in lime mortar (For 1 Sqm Pointing)

(a) (1 : ½ : 1½) 0.004 0.0019 0.0009 - 0.0029 -

( 1 :2) 0.004 0.0019 - - 0.0038 -

23. Flush ruled in cement Mortar (For 1 Sqm Pointing)

( 1 : 3 ) 0.004 - - 0.0412 0.0043 -

24. Raised& cut in cement Mortar (For 1 Sqm Pointing)

( 1 : 3 ) 0.006 - - 0.062 0.0064 -

25. Guniting (For 1 Sqm Guniting)

(1:3) 0.061 - - 0.628 0.065 -

124

S.

No Particular

Mortar

(Cum)

Lime

Slacked

(Cum)

.Surkhi

(Cum)

Cement

(Bags)

Sand

(Cum)

Stone

(Cum)

1 2 3 4 5 6 7 8

26. 37mm thick (For 1 Sqm shotcreting)

shotcreting (1 :1½: 3 ) - - - 0.525 0.026 0.052

27. Porous Concrete Pipe in mix (For 1 Sqm Guniting)

(1:4.5) - - - 1.994 - 0.280

125

ANNEXURE – III

INTERNAL GRADING OF AGGREGATE

S.No. Particular Proportion%( size in mm)

size of aggregate (mm) 80 to 150 40 to 80 20 to 40 10 to 20 4.75 to 10

(a) Upto 150 mm 30% 225% 15% 15% 15%

(b) Upto 80 mm 40% 30% 15% 15%

(c) Upto 40 mm - 60% 20% 20%

(d) Upto 20 mm - - 70% 30%

126

ANNEXURE – IV

WEIGHT OF BUILDING MATERIALS

No. Item / Material Weight in Kg/cum

(A) Timber

1. Teak 656

2. Deodar 640

3. Kail 510

(B) Masonry & Brick Work

4. Brick work (Brunt Brick) 1920

5. Brick work (Reinforced) 2000

6. Brick work (Pressed) 1760-1840

7. Brick work (Sun dried) 1760

8. Lime concrete (Brick aggregate) 1920

9. Stone masonry 2300

10. Dry stonemasonry 2080

11. Lime concrete 2240

12. Cement concrete 2240

13. Cement concrete (Reinforced) 2400

14. Concrete (Asphalt) 2240

15. Lime plaster 1760

16. Lime mortar 1700-1840

17. Portland cement loose 1440.- 1840

18. Kankar lime (unslacked) 1180

19. Surkhi 1010

20. Brick ballast 1010

21. Stone ballast 40mm loose 1600

22. Stone ballast 12.5mm consolidated (as in Macadam Roads) 1920

23. Brick 1935

(C) Earth & Shingle

24. ( i ) Clay moist compact 1760-2080

( ii) Clay dry compact 1440

25. Rammed earth 1600-1760

26. Sand dry 1540-1660

27. Shinp-le 1460

127

ANNEXURE-V

REINFORCEMENT CHARACTERISTICS

Note:- 1 Cubic metre of steel weighs 7.843 M.T. or 1 cft of steel weighs 490 lbs.

(A) Square and Round Bars

Diametre Weight per metre Sectional area Perimeter

or width Square Round Square Round Square Round

mm Kg. Kg. Cm2

Cm2

cm. cm.

5.0 0.20 0.15 0.25 0.20 2.0 1.57

5.5 0.24 0.19 0.30 0.24 2.2 1.73

6.0 0.28 0.22 0.36 0.28 2.4 1.88

7.0 0.38 0.30 0.49 0.38 2.8 2.20

8.0 0.50 0.39 0.64 0.50 3.2 2.51

9.0 0.64 0.50 0.81 0.64 3.6 2.83

10 0.78 0.62 1.00 0.79 4.0 3.04

11 0.95 0.75 1.21 0.95 4.4 3.46

12 1.13 0.89 1.44 1.13 4.8 3.77

14 1.54 1.21 1.96 1.54 5.6 4.00

16 2.01 1.58 2.56 2.01 6.4 5.03

18 2.54 2.00 3.24 2.54 7.2 5.65

20 3.14 2.47 4.00 3.14 8.0 6.28

22 3.90 2.98 4.84 3.80 8.8 6.91

25 4.91 3.85 6.25 4.91 10.00 7.86

28 6.15 4.83 7.84 6.16 11.2 8.80

32 8.04 6.31 10.24 8.04 12.8 10.05

36 10.17 7.99 12.96 10.18 14.4 11.31

40 12.56 9.86 16.00 12.57 16.00 13.57

45 15.90 12.49 20.25 15.90 18.00 14.14

50 19.62 15.41 25.00 19.64 20.00 15.71

56- 24.62 19.34 31.36 24.63 22.4 17.59

63 31.16 24.47 39.69 31.71 25.2 17.78

71 39.08 39.08 50.41 39.49 28.00 22.31

80 50.24 39.36 64.00 50.24 32.00 27.31

128

(B) Ribbed - Tor Steel

Size Area Wt (Kg./ Perimetre Length

mm cm2 Metre) Cm Per M.T.

(Metre)

6. 0.283 0.222 1.89 4510

8. 0.503 0.395 2.51 2532

10. 0.785 0.617 3.14 6121

12. 1.131 0.888 3.77 1125

14. 1.539 1.208 4.40 829

16. 2.011 1.578 5.03 633

18. 2.545 2.000 5.65 500

20. 3.142 2.466 6.28 405

22. 3.801 2.980 6.91 336

25. 4.909 3.854 7.85 260

28. 6.157 4.830 8.80 207

32. 8.04 26.313 10.05 159

36. 10.17 97.990 11.31 125

40. 12.56 69.864 12.57 101

50. 19.635 15.410 15.71 65

(C) Substitution as Tension Reinforcement

Mild steel (mm 8 10 12 16 20 22 25 28 32 36 40 50

Ribbed Tor steel (mm) 6 8 10 12 16 18 20 22 25 28 32 38

(D)

Mild steel (mm 12 16 20 22 25 28 32 36 40 50

Ribbed Tor steel (mm) 10 14 2x12 18 20 22 2x18 2x20 32 40

129

E. FLATS

STANDARD NOMINAL DIMENSTIONS AND WEIGHT OF FLATS IN KG. PER

METRE

THICKNESS

t in mm 5 5.5 6 7 8 9 10 11 12 14 16 18 20 22 25

WIDTH b in

mm

12 0.5 0.5 0.6 0.7 0.8 0.8 0.9 1.0 1.1 1.3 1.5 1.7 1.9 2.1 2.4

16 0.6 0.7 0.8 0.9 1.0 1.1 1.3 1.4 1.5 1.8 2.0 2.3 2.5 2.8 3.1

20 0.8 0.9 0.9 1.1 1.3 1.4 1.6 1.7 1.9 2.2 2.5 2.8 3.1 3.5 3.9

25 1.0 1.1 1.2 1.4 1.6 1.8 2.0 2.2 2.4 2.7 3.1 3.5 3.9 4.3 4.9

32 1.3 1.4 1.5 1.8 2.0 2.3 2.5 2.8 3.0 3.5 4.0 4.5 5.0 5.5 6.3

40 1.6 1.7 1.9 2.2 2.5 2.8 3.1 3.5 3.8 4.4 5.0 5.7 6.3 6.9 7.8

50

63

2.0

2.5

2.2

2.7

2.4

3.0

2.7

3.5

3.1

4.0

3.5

4.5

3.5

4.9

4.3

5.4

4.7

5.9

5.5

6.9

6.3

7.9

7.1

8.9

7.8

9.9

8.6

10.9

9.8

12.4

80 3.1 3.5 3.8 4.4 5.0 5.7 6.3 6.9 7.5 8.8 10.0 11.3 12.6 13.8 15.7

100 3.9 4.3 4.7 5.5 6.3 7.1 7.8 8.6 9.4 11.0 12.6 14.0 15.7 17.5 19.6

125 4.9 5.4 5.9 6.9 7.8 8.8 9.8 10.8 11.8 13.7 15.7 17.7 19.6 21.6 24.5

160 6.3 6.9 7.5 8.8 10.0 11.3 12.6 13.8 15.1 17.6 20.1 22.6 25.1 27.6 31.4

200 7.8 8.6 9.4 11.0 12.6 14.4 15.7 17.3 18.8 22.0 25.1 28..3 31.4 34.5 39.2

250 09.8 10.8 11.8 13.7 15.7 17.7 19.7 21.6 23.6 27.5 31.4 35.3- 39.2 43.2 49.1

Note: Flats above 150 mm width are available only with rounded edges, squares edge flats are

available in lengths from 6.5 m to 13.5 m rising by 250 mm. Rounded edge flats are

available in lengths from 6.5 m to 9 m rising by 250 mm and with a maximum of 15

percent shorts down to 3 metres.

130

ANNEXURE – VI

WEIGHT OF STRUCTURAL STEEL SECTION

A: EQUAL ANGLES

Size A x. B x t in mm.

Sectional area metre

a cm

2

Weight per metre

w kg.

Size

A x B x t in mm.


a Cm

2

Weight per metre

w kg.

20 x 20 x 3 1.12 0.9 75 x 75 x 5 7.27 5.7

20 x20 x4 1.45 1.1 75 x75 x6 8.66 6.8

75 x75 x8 11.38 8.9

25 x25 x3 1.41 1.1 75 x75 x10 14.02 11.0

25 x 25 x 4 1.84 1.4

25 x 25 x 5 2.25 1.8

80 x80 x6 9.29 7.3

30 x30 x3 1.73 1.4 80 x80 x8 12.21 9.6

30 x30 x4 2.26 1.8 80 x80 x10 15.05 11.8

30 x30 x5 2.77 2.2 80 x80 x12 17.81 14.0

35 x35x3 2.03 1.6 90 x90 x6 10.47 8.2

35 x35x4 2.66 2.1 90 x90 x8 13.79 10.8

35 x35x5 3.27 2.6 90 x90 x10 17.03 13.4

35 x35x6 3.86 3.0 90x90x12 20.19 15.8

40 x40x3 2.34 1.8 100 x100 x6 11.67 9.2

40 x40x4 3.07 2.4 100 x100 x8 15.39 12.1

40 x 40x5 3.78 3.0 100 x 100 x 10 19.03 14.9

40 x 40x6 4.47 3.5 100 x 100 x 12 22.59 17.7

45 x45x3 2.64 2.1 110 x110 X8 17.02 13.4

45 x45x4 3.47 2.7 110x110x10 21.06 16.5

45x45x5 4.28 3.4 110x110x12 25.02 19.6

45 x 45x6 5.07 4.0 110x110x15 36.81 24.20

50x50x3 2.95 2.3 130x 130x8 20.22 15.9

50x50x4 3.88 3.0 130x 130x 10 25.06 19.7

50 x50x5 4.74 3.8 130x 130x 12 29.82 23.4

50 x 50x6 5.68 4.5 130 x 130 x 15 36.81 28.9

55 x 55x5 5.27 4.1 150 x 150 x 10 29.03 22.8

55 x 55x6 6.26 4.9 150 x 150 x 12 34.59 27.2

55 x55x8 8.18 6.4 150 x150 x15 42.78 33.6

55 x 55 x 10 10.02 7.9 150 x150 x18 50.79 39.9

60 x 60x5 5.75 4.5 200 x 200 x 12 46.61 36.6

60 x 60x6 6.84 5.4 200 x 200 x 15 57.80 45.4

60 x 60x8 8.96 7.0 200 x 200 x 18 68.81 54.0

60 x 60 x10 11.00 8.6 200 x 200 x 25 93.80 73.6

65 x65x5 6.25 4.9

65 x 65x6 7.44 5.8

65 x 65x8 9.76 7.7

65 x 65 x10 12.00 9.4

70 x70x5 6.77 5.3

70 x70x6 8.06 6.3

70 x70x8 10.58 8.3

70 x70x10 13.02 10.2

131

B : UNEQUAL ANGLES

Size A x. B x t in mm.


a cm

2

Weight per metre

w kg.

Size

A x. B x t in mm.


a cm

2

Weight per metre

w kg.

30 x20 x3 1.41 1.1 100 x65 x6 9.55 7.5

30 x20 x4 1.84 1.4 100x65 x8 12.57 9.9

30 x20 x5 2.25 1.8 100x65 x10 15.51 12.2

40 x 25,x 3 1.88 1.5 100 x 75 x 6 10.14 8.0

40 x 25.x 4 2.46 1.9 100 x 75 x 8 13.36 10.5

40 x 25 x 5 3.02 2.4 100 x 75 x 10 16.50 13.0

40x25 x 6 3.56 2.8 100 x 75 x 12 19.56 15.4

50 x30 x3 2.34 1.8 125x75x 6 11.66 9.2

50 x30 x4 3.07 2.4 125x75x 8 15.38 12.1

50 x30 x5 3.78 3.0 125 x75 x10 19.02 14.9

50 x30 x 6 4.47 3.5

125x95x 6 12.86 10.1

60 x 40 x 5 4.76 3.7 125 x 95 x 8 16.98 13.3

60 x40 x6 5.65 4.4 125 x95 x10 21.02 16.5

60 x40 x8 7.37 5.8 125 x95 x12 24.98 19.6

65 x45 x5 5.26 4.1 150 x75 x8 17.42 13.7

65 x 45 x 6 6.25 4.9 150 x 75 x 10 21.56 16.9

65 x 45 x 8 8.17 6.4 150 x 75 x 12 25.62 20.1

70 x45 x5 5.52 4.3 150 x115 x10 20.58 16.2

70 x 45 x 6 6.56 5.2 150 x 115 x 12 25.52 20.0

70 x45 x 8 8.58 6.7 150 x 115 x 15 30.38 23.8

70 x 45 x 10 10.52 8.3 150 x 115 x 18 37.52 29.5

75 x 50 x 5 6.02 4.7 200 x 100 x 10 29.03 22.8

75 x 50 x 6 7.16 5.6 200 x 100 x 12 34.59 27.2

75 x 50 x 8 9.38 7.4 200 x 100 x 15 42.78 33.6

75 x 50 x 10 11.52 9.0

80 x 50 x 5 6.27 4.9 200 x 100 x 10 34.00 26.7

80 x 50 x 6 7.46 5.9 200 x 100 x 12 40.56 31.8

80 x 50 x 8 9.78 7.7 200 x 100 x 15 50.25 39.4

80 x 50 x 10 12.02 9.4 200x 100x 18 59.76 46.9

90 x60 x5 8.65 6.8

90 x60 x6 11.37 8.9

90 x60 x8 14.01 11.0

90 x60 x10 16.57 13.0

132

C: ROLLED STEEL BEAMS

Size

B x D

in mm.

Flange thickness

tf

mm.

Web thickness

Tw

mm

Sectional area

a

Cm2

Weight per

w

kg.

50 x 150 4.6 3.0 9.01 7.1

50 x 175 4.8 3.2 10.28 8.1

60 x 200 5.0 3.4 12.64 9.9

80 x 225 5.0 3.7 16.28 12.8

50 x 75 5.0 3.7 7.71 6.1

50 x 100 6.4 4.0 10.21 8.0

75 x 125 6.5 4.4 15.12 11.9

80 x 150 6.8 4.8 18.08 14.2

90 x 175 6.9 5.1 21.30 16.7

100 x 200 7.3 5.4 25.27 19.88

100 x 225 8.6 5.8 29.92 23.5

125 x 250 8.2 6.1 35.53 27.9

140 x 275 8.8 6.4 42.02 33.0

150 x 300 9.4 6.7 48.08 37.7

165 x 325 9.8 7.0 54.90 43.1

165 x 350 11.4 7.4 63.01 49.5

165 x 400 12.5 8.0 72.43 56.9

170 x 450 13.4 8.6 83.14 65.3

180 x 500 14.1 9.2 95.50 75.0

190 x 550 15.0 9.9 109.97 86.3

210 x600 15.5 10.5 126.69 99.5

75 x 100 7.2 4.0 14.60 11.5

75 x 125 7.6 4.4 16.60 13.0

80 x 150 7.6 4.8 19.00 14.9

90 x 175 8.6 5.5 24.62 19.3

100 x 200 10.8 5.7 32.33 25.4.

110 x 225 11.8 6.5 39.72 31.2

125 x 250 12.5 6.9 47.55 37.3

140 x 300 12.4 7.5 56.26 44.2

140 x 350 14.2 8.1 66.71 52.4

140 x 400 16.0 8.9 78.46 61.6

150 x 450 17.4 9.4 92.27 72.4

Available in lengths from 6.5 metres to 13.5 metres rising by 250 mm.

133

Size

B x D

in mm.

Flange thickness

tf

mm.

Web thickness

Tw

mm

Sectional area

a

Cm2

Weight per

w

kg.

180 x 500 17.2 10.2 110.74 86.9

190 x 550 19.3 11.2 132.11 103.7

210 x 600 20.8 12.0 156.21 122.6

100 x 150 7.0 5.4 21.67 17.0

125 x 175 7.4 5.8 28.11 22.1

140 x 200 9.0 6.1 36.71 28.8

150 x 225 9.9 6.4 43.24 33.9

200 x 250

I

9.0 6.7 52.05 40.9

200 x 300 10.0 7.4 61.33 48.1

200 x 350 11.4 8.0 72.50 56.9

200 x 400 13.0 8.6 85.01 66.7

200 x 450 15.4 9.2 101.15 79.4

250 x 500 14.7 9.9 121.22 95.2

250 x 550 17.6 10.5 143.34 112.5

250 x 600 21.3 11.2 170.38 133.7

250 x 600 23.6 11.8 184.86 145.1

150 x 150 9.0 5.4 34.48 27.1

150 x 150 9.0 8.4 38.98 30.6

150 x 150 9.0 11.8 44.08 34.6

200 x 200 9.0 6.1 47.54 37.3

200 x 200 9.0 7.8 50.94 40.0

225 x 225 9.1 6.5 54.94 43.1

225 x 225 9.1 8.6 59.66 46.8

250 x 250 9.7 6.9 64.96 51.0

250 x 250 9.7 8.8 69.71 54.7

250 x 300 10.6 7.6 74.85 58.8

250 x 300 10.6 9.4 80.25 63.0

250 x 350 11.6 8.3 85.91 67.4

250 x 350 11.6 -10.1 92.21 72.4

250 x 400 12.7 9.1 98.66 77.4

250 x 400 12.7 10.6 104.66 82.2

250 x 450 13.7 9.8 111.14 87.2

250 x 450 13.7 11.3 117.89 92.5

134

D. CHANNEL SECTIONS

Size

B x D

in mm.

Flange thickness

tf

mm.

Web thickness

tw

mm

Sectional area

a

Cm2

Weight per

w

kg.

45 x 100 5.1 3.0 7.41 5.8

50 x 125 6.6 3.0 10.07 7.9

55 x 150 6.9 3.6 12.65 9.9

60 x 175 6.9 3.6 14.24 11.2

70 x 200 7.1 4.1 17.77 13.9

40 x 75 6.0 3.7 7.26 5.7

50 x 100 6.4 4.0 10.02 7.9

65 x 125 6.6 4.4 13.67 10.70

75 x 150 7.8 4.8 18.36 14.4

75 x 175 9.5 5.1 22.40 17.6

75 x 200 10.8 5.5 26.22 20.6

90 x 225 10.2 5.8 30.53 24.0

100 x 250 10.7 6.1 35.65 28.0

100 x 300 11.6 6.7 42.11 33.1

100 x 350 12.5 7.4 49.47 38.8

100 x 400 14.0 8.0 58.25 45.7

40 x 75 7.3 4.4 8.67 6.8

50 x 100 7.5 4.7 11.70 9.2

65 x 125 8.1 5.0 16.19 12.7

75 x 150 9.0 5.4 20.88 16.4

75 x 175 10.2 5.7 24.38 19.1

75 x 200 11.4 6.1 28.21 22.1

80 x 225 12.4 6.4 33.01 25.9

80 x 250 14.1 7.1 38.67 30.4

90 x 300 13.6 7.6 45.64 35.8

100 x 350 13.5 8.1 53.66 42.1

100 x 400 15.3 8.6 62.93 49.4

Available in lengths from 6.5 m to 13.5 m rising by 250 mm.

135

ANNEXURE -VII

CONVERSION FACTORS

To Convert Into Multiply by

-------------------------------

-

Acres Hectare 0.4047

Acres Sq.metres 4047.0

Acre-feet . Cu.metres 1233.48

Centigrade Fahrenheit (C°x9/5) + 320

x 9/5) + 32 Centimetres Feet 3.281 x 10-2

Centimetres Inches 0.3937

Cubic feet Cu metres 0.02832

Cubic feet Litres 28.32

Cubic metres Cu. feet. 35.31

Cubic metres Cu. Yards 1.308

Cumec/metre Cusecs / ft 10.765

Cusecs / ft Cumec / m 0.093

Degress (angles) Radians 0.01745

Feet Centimetres 30.48

Feet kilometres 3.048 x 10-4

Feet Metres 0.3048

Foot Pounds Kg. Metres 0.1383

Gallons Cu. feet 0.1337

Gallons (Br Imp) Litres 0.546

Grams Pounds 2.205 x 10-3

Grams /cu cm Pounds / c a ft 62.43

Grams / Litre Pounds / cu ft 0.06243

Grams / Litre Parts / Million 1000.0

Hectares Acres 2.471

Horse Power Foot-Ibs / Sec 550.0

Horse Power Kilowatts 0.7457

Inches Centimetres 2.540

Inches Metres 2.540 x 10-2

Inches Millimetres 25.40

Kilograms Pounds 2.205

Kilograms / Cu Metre Pounds / Cu ft. 0.06243

136

To Convert Into Multiply by

-------------------------------

-

Kilograms / Sq cm Pounds / Sq inch 14.22

Kilograms / Sq metres Pounds / Sq ft. 0.2048

Kilograms metres Foot pounds 7.233

K lornetres Miles 0.6214

Kilowatts Horse Power 1.341

Litres Cu feet 0.0353

Litres / hour Cft / Sec 9.81 x 10-6

Metres Feet 3.281

Metres Inches 39.37

Metres Yards 1.094

Miles / Sec Feet / Sec 3.281

Miles / Hr Feet / Sec 1.467

Millimetres Inches 0.03937

Pounds Grams 453.5924

Pounds / Cu ft Kgs / Cu metre 16.02

Pounds / Sq Inch Kgs / Cmz 0.07031

Radians Degrees 57.30

Square cm Sq feet 1.076 x 10-3

Square cm Sq inches 0.1550

Square feet Sq metres 0.09290

Square inches Sq cms 6.452

Square metre Acres 2.471 x 10-4

Temperature ( OF - 32) Temperature (0C) ( OC) 5/9

Tonnes Kilograms 1000.0

Tonnes Pounds 2205.00

Yards Metres 0.9144

Mcft Cusec-day 11.574

Cusec-day Acre-feet 1.9835

Acre-fee[ Cubic feet 43560

MAF TMC 43.56

(Million Acre Feet) (Thousand Million Cubic

feet)

137

ANNEXURE - VIII

STRANGE'S - TABLE

Total

Monsoon

rainfall in mm

Good Catchment Area Average Catchment Area Bad Catchment Area

% of runoff

to rainfall

Depth of

run-off due

to rainfall

in mm.

% of runoff

to rainfall

Depth of

run-off due

to rainfall

in mm.

% of runoff

to rainfall

Depth of

run-off due

to rainfall

in mm.

1 2 3 4 5 6 7 20 0.080 0.016 0.06 0.012 0.04 0.008

40 0.130 0.052 0.0975 0.039 0.065 0.026

60 0.245 0.147 0.17375 0.11025 0.1225 0.0735

80 0.410 0.328 0.3075 0.2560 0.205 0.164

100 0.700 0.700 0.525 0.525 0.350 0.350

120 0.900 1.080 0.675 0.810 0.450 0.540

140 1.1225 1.715 0.91875 1.28625 0.6125 0.8575

160 1.625 2.600 1.21875 1.950 0.8125 1.30

180 2.120 3.186 1.5900 2.862 1.060 1.908

200 2.700 5.400 2.025 4.050 1.350 2.70

220 3.260 7.172 2.445 5.379 1.630 3.586

240 3.810 9.144

2.8575 6.858 1.905 4.752

260 4.450 11.57 3.3375 8.6775 2.225 5.785

280 5.190 14.532 3.3925 10.899 2.595 7.266

300 5.900 17.700 4.425 13.275 2.95 8.85

320 6.720 21.504 5.040 16.126 3.36 10.752

340 7.750 25.738 5.6775 19.3035 3.785 12.869

360 8.550 30.780 6.4125 23.085 4.275 15.39

380 9.450 36.910 7.0876 27.6825 4.725 18.455

_ 400 10.250 41.000 7.6875 30.750 5.125 20.50

420 11.050 46.410 8.2875 34.8075 5.525 23.2057

440 12.000 52.800 9.000 39.600 6.00 26.40

460 12.950 59.570 9.7125 44.6775 6.475 29.786

480 13.900 66.720 10.425 50.040 6.950 33.360

500 14.700 73.500 11.025 55.125 7.350 36.750

520 15.500 80.600 11.625 60.450 7.750 40.300

540 16.360 88.290 12.2625 66.2175 8.175 44.145

560 17.200 96.320 12.900 72.240 8.600 48.16

580 18.000 104.000 13.500 78.000 9.000 52.00

600 19.000 114.000 14.250 85.500 9.500 57.00

620 19.880 123.256 14.910 92.444 9.940 61.628

640 20.760 132.864 15.570 99.648 10.380 66.432

660 21.640 142.824 16.210 107.118 10.820 71.412

680 22.520 153.136 16.890 114.852 11.260 76.568

700 23.400 163.800 17.550 122.850 11.700 81.900

720 24.280 174.816 18.210 131.112 12.140 86.408

740 25.160 189.440 18.870 142.080 12.580 94.720

760 26.040 197.907 19.530 148.428 13.020 98.952

780 26.920 209.976 20.190 157.482 13.460 104.988

800 27.800 222.400 20.850 166.800 13.900 111.200

820 28.680 235.176 21.570 176.382 14.380 117.588

840 29.560 248.304 22.170 186.228 14.780 124.152

860 30.440 251.784 22.830 196.338 15.220 130.892

880 31.320 275.610 23.490 206.7075 15.660 137.805

900 32.200 289.800 24.150 217.350 16.100 144.900

920 33.080 304.336 24.810 228.252 16.540 152.168

138

Total

Monsoon

rainfall in mm

Good Catchment Area Average Catchment Area Bad Catchment Area

% of runoff

to rainfall

Depth of

run-off due

to rainfall

in mm.

% of runoff

to rainfall

Depth of

run-off due

to rainfall

in mm.

% of runoff

to rainfall

Depth of

run-off due

to rainfall

in mm.

940 33.960 319.224 25.470 239.41$ 16.980 159.612

960 34.860 334.464 26.145 250.848 17.430 167.232

980 35.720 350.056 26.790 262.590 17.860 175.028

1000 36.600 366.000 27.450 274.500 18.300 183.00

1020 37.480 382.290 28.110 286.175 18.740 191.145

1040 38.360 398.944 28.770 299.208 19.180 199.472

1060 39.240 415.944 29.430 311.958 19.620 207.972

1080 40.120 433.296 30.090 325.072 20.060 216.648

1100 41.000 451.000 30.750 338.250 20.500 225.500

1120 41.880 469.056 31.410 351.792 20.940 234.528

1140 42.780 487.464 32.070 365.598 21.380 243.732

1160 43.640 506.224 32.730 379.6688 21.820 253.112

1180 44.720 527.696 33.540 395.772 22.360 263.848

1200 45.400 544.800 34.050 408.600 22.700 272.400

1220 46.280 564.616 34.710 423.462 23.140 282.308

1240 47.160 584.784 35.370 438.588 23.580 292.392

1260 48.040 605.304 36.030 453.979 24.020 302.652

1280 48.920 626.176 36.690 469.632 24.460 313.088

1300 49.800 647.400 37.350 485.550 24.900 323.700

1320 50.680 667.656 38.010 500.852 25.340 333.828

1340 51.560 690.904 38.670 518.178 25.780 345.452

1360 52.44 713.184 39.320 534.888 26.220 356.592

1380 53.320 735.816 39.990 551.852 26.660 367.908

1400 54.200 758.800 40.600 568.100 27.100 379.400

1420 55.080 782.136 41.310 586.602 27.540 391.063

1440 55.960 805.824 41.970 604.368 27.980 402.912

1460

1480

56.840

57.220

829.864

854.256

42.630

43.280

622.398

640.692

28.420

28.860

414.392

427.128 1500 58.600 879.000 43.950 659.250 29.300 439.500

1520 59.480 904.096 44.610 678.072 29.740 452.048

1540 60.360 929.544 45.270 697.168 30.180 464.772

1560 61.240 955.844 45.930 710.508 30.620 477.672

1580 62.100 981.496 46.590 736.122 31.060 490.748

1600 63.000 1008.000 47.250 756.000 31.500 504.000

1620 63.880 1034.856 47.910 776.242 31.940 517.428

1640 64.760 1062.064 48.570 796.548 32.380 531.032

1660 65.640 1089.624 49.210 817.218 32.820 544.812

1680 66.520 1117.536 49.890 838.152 33.260 558.768

1700 67.400 1145.800 50.550 859.350 33.700 572.900

1720 68.280 1174.416 51.210 880.812 34.140 587.208

1740 69.060 1203.384 51.870 902.538 34.580 601.692

1760 70.040 1232.704 52.510 924.528 35.020 616.352

1780 70.920 1262.376 53.190 946.797 35.460 631.198

1800 71.800 1292.40 53.850 969.100 35.900 646.200

Notes :-

1. To get yield of run off from catchment area per Sqm in (metre)3

multiply depth of runoff

rainfall in milimetre by 1000.

2. Metre cube/ Sq. Kilometre = 91.4647 cubic feet / Sq mile

139

Annexure IX

PRELIMINARY DESIGN OF SPILLWAY

Ogee Shaped Spillway

The discharge over an ogee crest is given by formulate

Q= CLHd 3/2

Where Q= discharge in cumec or cusec.

C=discharge coefficient which is influenced by a number of facts such as

(1) The depth of approach, (2) relation of actual crest shape to ideal nappe shape,

(3) up stream face slope. (4) Down stream apron interference

(5) Downstream submergence

Hd= Total head on the crest, including velocity of approach head.,

ha= Reservoir level - crest level + Va2/2g

L = Effective length of crest

Pier and Abutment Effects

The effect of end contractions may be taken in to account by reduction the net

crest length :is follows.

L = L-2(NKp+Ka)Hd

Where, L = Net length of crest; N = Number of piers

Kp = Pier contraction coefficient, 0.2 for square abutment and

0.01 for round abutment.

Ka = abutment contraction coefficient, 0.2 for square abutment and

0.1 for round abutment.

140

HIGH OVER FLOW SPILLWAY WATER SURFACE PROFILES

WITHOUT PIPES CENTER LINE OF GATE BAY ALONG PIERS

H/Hd 0.50 1.00 1.33 0.50 1.00 1.33 0.50 1.00 1.33

H/Hd Y/Hd Y/Hd Y/Hd

-1 -0.490 -0.933 -1.210 -0.482 -0.941 -1.230 -0.495 -0.950 -1.235

-0.8 -0.484 -0.915 -1.185 -0.480 -0.932 -1.215 -0.492 -0.910 -1.225

-0.6 -0.475 -0.893 -1.151 -0.472 -0.913 -1.194 -0.490 -0.932 -1.209

-0.4 -0.460 -0.865 -1.110 -0.457 -0.890 -1.165 -0.482 -0.930 -1.218

-0.2 -0.425 -0.821 -1.060 -0.431 -0.855 -1.122 -0.440 -0.925 -1.244

0.0 -0371 -0.755 -1.000 -0.384 -0.805 -1.071 -0.383 -0.779 -1.103

0.2 -0.300 -0.681 -0.919 -0.313 -0.735 -1.015 -0.265 -0.651 -0.950

0.4 -0.200 -0.586 -0.821 -0.220 -0.647 -0.944 -0.18% -0.545 -0.821

0.6 -0.075 -0.465 -0.705 -0.088 -0.539 -0.847 -0.076 -0.425 -0.689

0.8 0.075 -0.320 -0.569 -0.075 -0.389 -0.725 0.060 -0.285 -0.549

1.0 0.258 -0.145 -0.411 -0.257 -0.202 -0.564 0.240 -0.121 -0.389

1.2 0.470 0.055 -0.220 0.462 0.015 -0.356 0.445 0.067 -0.215

1.4 0.705 0.294 -0.002 0.705 0.266 -0.102 0.675 0.286 0.011

1.6 0.972 0.563 0.243 0.977 0.521 0.172 0.925 0.521 0.208

1.8 1.269 0.857 0.531 1.278 0.860 0.465 1.177 0.779 0.438

141

DOWN STREAM QUADRANT DATA

X X1.85

X X1.85

Hd 2Hd0.85

Hd 2Hd0.85

0.1 0.014 3 7.633 0.5 1.11 10.5 14.758

0.15 0.03 3.5 10.151 1 2 11 15.354

0.2 0.151 4 12.996 1.5 2.83 11.5 15.945

0.25 0.077 4.5 16.16 2 3.605 12 16.535

0.3 0.108 5 19.638 2.5 4.358 12.5 17.112

0.35 0.143 6 27.515 3 5.088 13 17.696

0.4 0.184 7 36.596 3.5 5.801 13.5 18.273

0.45 0.228 8 46.851 4 6.498 14 18.847

0.5 0.277 9 58.257 4.5 7.182 14.5 19.417

0.6 0.389 10 70.795 5 7.855 15 19.985

0.7 0.52 12 99.194 5.5 8.518 15.5 20.58

0.8 0.662 14 131.928 6 9.172 16 21.112

0.9 0.823 16 168.897 6.5 9.818 16.5 21.671

1 1 18 210.017 7 10.46 17 22.229

1.2 1.401 20 255.215 7.5 11.087 17.5 22.783

1.4 1.864 25 385.646 8 11.713 18 23.335

1.6 2.386 30 540.349 8.5 12.332 18.5 23.885

1.8 2.967 35 718.664 9 12.946 19 24.433

2 3.605 40 920.049 9.5 13.555 19.5 24.978

2.5 5.447 10 14.159 20 25.521

CO – ORDINATES FOR UPSTREAM QUADRANT

X/Hd Y/Hd X/Hd Y/Hd

0.0000 0.0000 -0.2000 0.0494

-0.0200 0.0004 -0.2100 0.0556

-0.0400 0.0016 -0.2200 0.0624

-0.0600 0.0038 -0.2300 0.0701

-0.0800 0.0068 -0.2400 0.0787

-0.1000 0.0108 -0.2450 0.0836

-0.1200 1.0158 -0.2500 0.0889

-0.1400 0.0221 -0.2550 0.0948

-0.1600 0.0296 -0.2600 0.1016

-0.1700 0.0339 -0.2650 0.1099

-0.1800 0.0386 -0.2680 0.1165

-0.1900 0.0437 -0.2700 0.1260

According to the latest analytical study of U.S. Army the up stream curve of the ogee shape has

an equation as below :

Y = 0.724(X+0.270Hd) 1.85

+ 0.126Hd- 0.4315Hd 0.375

(X+0.270Hd) 0.625

Hd 0.85

142

ANNEXURE X

SOIL CHARACTERISTICS

CHARACTERISTICS

Soil

Group

Permeability

(k)

cm/sec

Unit Dry

Weight

g/cm3lb/cft.

Value of Embankment Value of

foundation

Requirement

per Seepage

Control

Compaction

Characteristics

1 2 3 4 5 6 7

GW K>10 -2 2.00-2.16

(125-135)

Very stable pervious

shells of dikes and;

dams.

Good bearing

value

Positive cut

off

Good;

tractor,rubber tyred,

steel-wheeler roller

GP K>10 -2 1.84-2.08

115-130

Reasonably stable;

pervious shells of dikes

and dams.

Good bearing

value

Positive cut

off

-- do --

GM K = 10-3 to 10-6 1.92-2.16

(120-135)

Reasonably stable; not

particularly suited to

shells, but may be used

for impervious cores of

blankets

Good bearing

value

Toe trench to Good, with closed

control, rubber tyred

sheeps foot roller

GC K = 10-6 to 10-3 1.84-2.08

115-130

Fairly stable; may be

used for impervious

core.

Good bearing

value

None Fair, rubber tyred,

sheep foot roller

SW K > 10-3 1.76-2.08

110-130

Very stably, pervious

sections, slope

protection required

Good bearing

value

Up stream

blanket and

Good; tractor

SP K > 10-3 1.60-1.92

(100-120)

Reasonably stable; may

be used in dike section

with flat slopes

Good to poor

bearing value

depending on

density

Up stream

blanket and

Good; tractor

SM K > 10-3 to 10-6 1.76-2.00

(110-125)

Fairly stable; not

particularly suited to

sheels, but may be used

for impervious cores or

dikes.

Good to poor

bearing value

depending on

density

Up stream

blanket and

Good; with close

control, rubber tyred,

sheeps foot roller

SC K = 10 –6 to 10-8

1.68-2.00

(105-125)

Fairly stable; used for

impervious core for

flood control structures.

Good to poor

bearing value

None Rear; rubber tyred,

sheep foot roller

ML MI K = 10-3 to 10-6 1.52-192

(95-120)

Poor stability may be

used for embankment

with proper control

Very poor,

susceptible to

liquefaction

Toe trench to

none

Good to poor, close

control essential;

rubber tyred, sheep

foot roller

CL, CI K = 10-3 to 10-6 1.52-192

(95-120) Stable; impervious

cores and blankets Good to poor

None Fair to good; sheep

foot roller, rubber

tyred

OL, OI K = 10-4 to 10-6 1.28-1.60

(80-100)

Not suitable for

embankment

Fair to poor

bearing may

have excessive

settlement

None Fair to poor, sheep

foot roller

MH K = 10-4 to 10-6 1.12-1.52

(70-95)

Poor stability; core of

hydraulic fill dams not

desirable in rolled fill

construction

Poor bearing None Poor to very poor,

sheep foot roller

143

Soil

Group

Permeability

(k)

cm/sec

Unit Dry

Weight

g/cm3lb/cft.

Value of Embankment Value of

foundation

Requirement

per Seepage

Control

Compaction

Characteristics

1 2 3 4 5 6 7

CH K = 10-6 to 10-8 1.20-1.68

(75-105)

Fair stability with flat

slopes; thin cores

blanket and dike section

Fair to poor

bearing

None Foot to poor; sheep

foot roller

OH K = 10-6 1.04-1.60

(110-125)

Not suitable for

embankment

Very poor

bearing

None Poor to very poor

sheep foot roller

Pt - Not used for

construction

Remove from

foundation

None Compaction not

practical

NOTE: 1. Values in column 4 and 6 are guidance only. Design be based on test results.

2. The equipment listed in column 7 will usually produce densities with reasonable number of passes when

moisture conditions and thickness of lift are properly controlled.

144

Soil Classification and Identification of soil for General Engineering Purposes.

S No Division and sub division Soil group description Symbols

1 Gravelly soils of which more than

half of the coarse grains are larger

than IS sieve 480(IS 480 Sieve

corresponds to BS sieve 3/16)

(1) Well graded gravels or gravel sand

mixture with clay binder.

GB

(2) Well graded gravel or ravel sand

mixtures, little or no fines.

GW

(3) Clayey gravels poorly graded or gravel

sand clay mixtures.

GC

(4) Silty gravel or poorly graded gravel

sand silt mixtures.

G

(5) Poorly graded gravel or gravel sand

mixtures, little or no fines.

GP

2. Sandy soils (more than half of the

coarse grains are smaller than IS sieve

480).

(1) Well graded sands or gravelly sands

with clay binder.

SB

(2) Well graded sands or gravelly sands

little or no fines.

SW

(3) Clayey sands or poorly graded sand

clay mixtures.

SC

(4) Silty sands or poorly graded sand silt

mixtures.

SM

(5) Poorly graded sands or gravelly sands,

little or no fines.

SP

3 Fine grained inorganic soils(more

than half of the total material is

smaller than IS sieve10.8, which

corresponds to BS sieve No.200.

(1) Silt and very fine sand, rock flour. silty

to clays of low plasticity.

ML

(a) Inorganic silts and clays with low

to medium compressibility.

(2) Gravelly clays, sand, silty lean clays of

low plasticity.

CL

(3) Clays of medium plasticity. CI

(b) Same as (a) but with high

compressibility.

(4) Very compressible micaceous or

diatomaceous fine silty soils silts.

I-IM

(5) clay of high plasticity. CH

4 Silt and clay with high organic

content.

(1) Silt and silt clays of low plasticity. OL

(2) Clays of medium to high plasticity, very

compressible.

OH

5 Peat Peat and other highly organic swamp

soils.

P,

145

Annexure-XI

CONCRETE FINISHES

Finishes and Finishing

01. Concrete surfaces shall be tested where necessary to determine whether surface

irregularities are within the specified limits. Surface irregularities are classified as 'abrupt'

or 'gradual'. Offsets caused by displaced or misplaced form sheathing or lining or form

sections, or by loose knots in forms or otherwise defective timber forms shall be

considered as abrupt irregularities, and shall be tested by direct measurement. All other

irregularities shall be considered as gradual irregularities and tested by use of a template,

consisting of a straight edge or the equivalent there of for curved surface. The length of

the template shall be 150cm (or 5ft ) for testing of formed surface and 300cm (or l Oft)

for testing of unformed surface.

02. Formed Surface: -

The finish for formed concrete surfaces shall be of the following four classes:

a) Finish F1 - Finish F 1 shall apply to formed surfaces upon which or against which

backfill or concrete is to be placed. The surfaces required no treatment after

removal of forms except removal and repair of defective concrete and the

specified curing. Correction of surface irregularities shall be done only for

depressions which when measured as described under 01 exceed 2.5 cm (or 1 in.).

b) Finish F2- Finish F2 shall apply to all permanently exposed formed surfaces for

which finishes F3 and F4 are not specified surface for which finish F2 is specified

will need no filling of pits or sack rubbing and no grinding other than that needed

for repair of surface imperfections. Surface irregularities, measured as described

under 01 shall not exceed 0.5 cm (or 1/4 in) for abrupt irregularities and 1 cm (or

1/2 in.) for gradual irregularities.

c) Finish F3- Immediately after removal of forms from surfaces designated for F3

finishes, all required patching, clean up and correction of major imperfections

shall be completed and the surfaces shall be given a sack - rubbed mortar finish in

the following manner:

The surfaces shall be thoroughly wetted and permitted to approach surface

dryness before starting the sack rubbing. The surfaces shall be finished in areas

sufficiently small to prevent complete drying of any part before the sack rubbing

is completed for that area. The mortar use for the sack rubbing shall be consists of

one part of the cement to two parts by volume. of sand passing through IS Sieve

100, and enough water so that the consistency of the mortar is that of thick cream.

The mortar shall be rubbed thoroughly over the area with clean burlap or a sponge

rubbed float, completely filling all pits and irregularities. While the mix in the

holes is still plastic, a mixture of the dry ingredients of the mortar in the same

proportions shall be rubbed over the area. After the mortar has stiffened

adequately to prevent smearing, but before it has hardened, the excess mortar

146

shall be removed by rubbing with clean burlap. After the final sack rubbing, a

light fog spraying shall be applied to the coated surface, the moisture thus applied

being just sufficient to damp the surface without allowing water to run down the

face of the walls.

All sack- rubbed areas shall be kept continuously damp for at least 72

hours after the final sack rubbing, or until completion of the curing period for the

concrete. When measured as described under 01, abrupt irregularities shall not

exceed 0.5cm for 1/4 in.) for irregularities parallel to the direction of flow and

0.25 cm (or 1/8 in.) for irregularities in other directions. Gradual irregularities

shall not exceed 0.5 cm (or 1/4 in.). Irregularities exceeding these limits shall be

reduced by grinding on a bevel of 1 to 20 ratio of height to length.

(d) Finish F4 :- Finish F4 shall apply to formed surfaces where absorptive form

lining is used. surface provided by absorptive from lining shall not be rubbed or

treated in any way except for cleaning by wire brushing and grinding of thin fins

or small projection.

03. Unformed surfaces-

The classes of finish for unformed concrete surfaces are designated by the symbols Ul,U2

and U3. Interior surfaces shall be sloped for drainage where shown on the drawings.

Surfaces which would be exposed to the weather and which would normally be level.

shall be sloped for drainage. Unless the use of other slopes or level surfaces is specified,

narrow surfaces, such as tops of walls and curbs, shall be sloped approximately 3 cm per

metre of width, border surfaces, such as walks, roadways, platforms, and decks shall be

slopped approximately 1.5cm per metre. The classes of finish to be applied shall be as

follows

a) Finish U1 (screened finish) - It shall apply to unformed surfaces that are to be

covered by backfill or by concrete and surfaces of sub floors which will be

covered by concrete, floor topping. Finish Ul is also used as the first stage for

Finishes U2 and U3. Finishing operations shall consist of sufficient leveling and

screening to produce even uniform surfaces. Surface irregularities, measured as

described under 01 shall not exceed 1 cm.

b) Finish U2 (floated finish) - It shall apply to unformed surfaces not permanently

concealed by backfill or concrete or unformed surfaces for which Finishes UI and

U3 are not specified, and shall include floors of sumps, tops of walls, parking

areas, parapet walls, surfaces of gutters, sidewalks and outside entrance slabs.

Finish U2 is also used as the second stage for Finish U3. Floating may be

performed by use of hand or power-driven equipment. Floating shall be started as

soon as the screened surface has stiffened sufficiently, and shall be the minimum

necessary to produce a surface that is free from screed marks and is uniform in

texture. If Finish U3 is to be applied, floating shall be continued until a small

amount of mortar without excess water is brought to the surface, so as to permit

effective trowelling. Surface irregularities, measured as described under 01 shall

not exceed 0.5 cm. Joints and edges of gutters, sidewalks, entrance slabs, and

other joints and edges shall be tooled where necessary.

147

c) Finish U3 (trowelled finish) - It shall apply to unformed surfaces, such as slabs

to be covered with built - up roofing or membrane water-proofing and stair treads.

When the floated surface has hardened sufficiently to prevent excess of fine

material from being drawn to the surface, steel trowelling shall be started. Steel

trowelling shall be performed with firm pressure, so as to flatten the sandy texture

of the floated surface and produce a dense uniform surface, free from blemishes

and trowel marks, light steel trowelling will be permissible on surfaces of slabs to

be covered with built-up roofing or membrane waterproofing, in which light

trowel marks are not considered objectionable. Surface irregularities measured as

described under 01 shall not exceed 0.5 cm

148

ANNEXURE-XII

IS - 4826-1979

NOMINAL DIAMETER

OF GALVANIZED WIRE mm

LIGHT COATED WIRE HEAVILY COATED WIRE

SOFT* HARD! SOFT* HARD!

Above Upto and including

Mass of

coating Number of dips Mass of coating Number of dips

Mass of

coating Number of dips

Mass of

coating Number of dips

g/rn2 1 MIN. 1/2 MIN g/rn2 1 MIN. 1/2 MIN g/rn2 1 MIN. 1/2 MIN g/rn2 1 MIN. 1/2 MIN

1 2 3 4 5 6 7 8 9 10 11 12 13 14

0.20 0.32 20 No test

required

No test

required 15

No test

required

No test

required 45 No test required

No test

required 45

No test

required

No test

required

0.32 0.40 20 do do 15 do do 70 do do 70 do do

0.40 0.50 20 do do 15 do do 90 - 1 90 - 1

0.50 0.56 30 do do 20 do do 100 1 - 100 1 -

0.56 0.63 30 do do 20 do do 110 1 - 110 1 -

0.63 0.71 30 do do 20 do do 120 1 - 120 1 -

0.71 0.80 30 do do 30 do do 140 1 1 140 1 1

0.80 0.90 40 do do 30 do do 150 1 1 150 1 1

0.90 1.00 40 do do 40 do do 170 2 - 150 1 1

1.00 1.25 40 do do 40 do do 180 2 - 160 2 -

1.25 1.40 50 do do 40 do do 200 2 - 180 2 -

1.40 1.60 60 - 1 50 - - 210 2 - 190 2 - 1.60 1.80 60 - 1 60 - 1 230 2 1 200 2 -

1.80 2.00 70 1 - 60 - 1 240 3 - 210 2 -

2.00 2.24 70 1 - 60 - 1 240 3 - 210 2 -

2.24 2.50 80 1 1 70 1 - 260 3 - 230 2 1

2.50 2.80 90 1 1 70 1 - 260 3 1 230 2 1

2.80 3.15 100 1 1 70 1 - 270 3 1 240 3 -

3.15 3.55 110 1 1 80 1 - 270 3 1 250 3 -

3.55 4.00 120 1 1 90 1 1 280 3 1 260 3 -

4.00 5.00 130 2 - 100 1 1 290 3 1 275 3 1

5.00 7.10 140 2 - 110 1 1 290 3 1 290 3 1

7.10 10.00 140 2 - 110 1 1 300 4 - 300 4 -

*Soft indicates galvanized after drawing and annealing.Tensile strength up to 545 N/mm2 (55kgf/mm2).

@ Hard indicates galvanized after drawing, but without annealing.Tensile strength above 545 N/mm2(55kgf/mm2)

basic schedule of rates - rajasthan

Documents