BASIC SCHEDULE OF RATES - Rajasthan...DISTRICT : SAWAI MADHOPUR (EFFECTIVE FROM 19/03 /2020) CHIEF...

GOVERNMENT OF RAJASTHANWATER RESOURCES DEPARTMENT

BASIC SCHEDULE OF RATES

DISTRICT : SAWAI MADHOPUR(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

SAWAIMADHOPUR 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



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.



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



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 745.00(b) 80 to 40 mm size Cum 845.00(c) 40 to 20 mm size Cum 970.00(d) 20 to 10 mm size Cum 1025.00(e) 10 to 4.75 mm size Cum 1005.00(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 633.00(b) 80 to 40 mm ( Hand broken) Cum 718.00(c) 40 to 20 mm ( Hand broken) Cum 825.00(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 845.00

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 745.00

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 2096.00

(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 1961.00

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

Cum 2157.00

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 670.00

(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 450.00

b Quarry rubish not more than 10 cm in size including all lead and lift. Cum 350.00

(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 955.00

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




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 865.00

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

Cum 820.00

(d ) Stones for Rip - Rap at least one side not less than 15 cm in size. Cum 745.009 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 4000.00

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

Cum 800.00

14 Natural Sand (Un-screened) including all lead and lift. Cum 760.0015 Natural Sand screened and free from organic and deleterious material

including all lead and lift. Cum 880.00

Natural Aggregate including all lead and lift. (a) 150 to 80 mm size Cum 530.00(b) 80 to 40 mm size Cum 615.00(c) 40 to 20 mm size Cum 730.00(d) 20 to 10 mm size Cum 770.00

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

5250.00

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

1000 Nos

4350.00

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

1000 Nos

4050.00

(d) Brick bats Cum 910.00(e) Supply of pucca clay tiles (size 30 x 15 x 5 cm) class designation 105 as

per IS:3367-19931000 Nos

5000.00

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 22.00(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 545.00(b) Length up to 1.50 m to 2.50 m and thickness 70 mm and above Sqm 645.00(c) Length up to 2.50 m to 4 m and thickness 80 mm and above Sqm 745.00

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

(a) 100 to 125 mm thick Sqm 495.00(b) 126 to 150 mm thick Sqm 595.00

16

20

21

22

18

19




Item Unit RateS.No(c) 151 to 200 mm thick Sqm 695.00

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

Per bag 45.00

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

(a) Jute Each 20.00(b) Plastic / Polythene Each 8.00

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 245.00

(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 295.00

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



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



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



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.







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.capacityDay 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







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



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





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 297.00

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 438.00

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 900.00

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 1043.00

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





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





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





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





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 1071.00

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 906.00(b) Broken ballast 20 to 40 mm size Cum 1030.00(c) River gravel 40 to 80 mm size Cum 787.00(d) River gravel 20 to 40 mm size Cum 921.00(e) River gravel up to 20 mm size Cum 967.00

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

Cum 980.00

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

Cum 619.00

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 1697.00

(b) 30 cm thickness (± 5 % thickness tolerance) Cum 1624.00(c) 23 cm thickness (± 5 % thickness tolerance) Cum 1447.00

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 1381.00

(b) 30 cm thickness (± 5 % thickness tolerance) Cum 1439.00(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 938.00

(b) Deduct from item no 36 (a) if only laying is to be done Cum 860.00( 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





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





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 29462.50

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 3024.00

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 3474.00

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 12943.00

PART – E CONSTRUCTION OF WATER COURSE :-

PART – D QUARRY RUBBISH / SPALL :-



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 2278.00

2 Cement mortar 1 : 5 (1 Cement and 5 sand) including all leads of all constructionmaterials. Cum 2503.00




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



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 3675.00(b) In cement sand mortar 1:4 Cum 3392.00(c) In cement sand mortar 1:5 Cum 3228.00(d) In cement sand mortar 1:6 Cum 3112.00(e) In cement sand mortar 1:8 Cum 2981.00

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 3166.00

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 5553.00(b) In cement sand mortar 1:4 Cum 5448.00(c) In cement sand mortar 1:5 Cum 5304.00(d) In cement sand mortar 1:6 Cum 5203.00(e) In cement sand mortar 1:8 Cum 5087.00

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

Cum 1836.00

5 Dry stone masonry including all leads of all construction materials. Cum 1318.00

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 3976.00

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



22 MASONRY

S. No. Item Rate in RsUnit(b) In cement sand mortar 1:4 Cum 3693.00(c) In cement sand mortar 1:5 Cum 3529.00

(d) In cement sand mortar 1:6 Cum 3413.00Coursed 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 5070.00(b) In cement sand mortar 1:4 Cum 4822.00

(c) In cement sand mortar 1:5 Cum 4679.00

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 8258.00(b) In cement sand mortar 1:4 Cum 7996.00(c) In cement sand mortar 1:5 Cum 7845.00(d) In cement sand mortar 1:6 Cum 7737.00

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 4888.00(b) In cement sand mortar 1:4 Cum 4711.00(c) In cement sand mortar 1:5 Cum 4609.00(d) In cement sand mortar 1:6 Cum 4536.00

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 585.00(b) In cement sand mortar 1:4 Sqm 571.00

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 483.00(b) In cement sand mortar 1:4 Sqm 470.00

PART C : BRICK MASONRY:

7

12

11

10

8

9PART B : ARCH MASONARY:



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 469.80(b) Over Item No. 11 Sqm 48.60(c) Over Item No.12 Sqm 32.40

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



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 292.00(b) 20 mm Sqm 250.00(c) 12mm Sqm 188.00(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 234.00(b) 12mm Sqm 178.00

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 225.00(b) 12mm Sqm 172.00

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 220.00(b) 12mm Sqm 167.00

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



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 114.00(b) In Cement sand mortar 1:4 Sqm 111.00

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 171.0015 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)



26 CONCRETE CANAL LINING

1

2

3

4

5

6

7

8

9

10

11

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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.




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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 4176.00(b) 80 mm Cum 4279.00(c) 40 mm Cum 4395.00(d) 20 mm Cum 4449.00

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 4936.00(b) 80 mm Cum 5039.00(c) 40 mm Cum 5155.00

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

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1S. No.

3




Rate in RsUnitItemS. No.(d) 20 mm Cum 5209.00





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 3651.00(b) 80 mm Cum 3758.00(c) 40 mm Cum 3891.00

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4




Rate in RsUnitItemS. No.(d) 20 mm Cum 3950.00





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 3897.00(b) Max size of Aggregate 40 mm, Cum 4002.00(c) Max size of Aggregate 20 mm Cum 4049.00

11.2 PCC Nominal Mix 1:3:6 with Plum(a) Max size of Aggregate 80 mm, Cum 3501.00(b) Max size of Aggregate 40 mm Cum 3611.00(c) Max size of Aggregate 20 mm Cum 3660.00

11.3 PCC Nominal Mix 1:4:8 with Plum(a) Max size of Aggregate 80 mm Cum 3240.00(b) Max size of Aggregate 40 mm, Cum 3350.00(c) Max size of Aggregate 20 mm, Cum 3399.00

11.4 PCC Nominal Mix 1:5:10(a) Max size of Aggregate 80 mm, Cum 3098.00(b) Max size of Aggregate 40 mm, Cum 3208.00(c) Max size of Aggregate 20 mm, Cum 3256.00

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

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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 469.00(b) 7.5 cm Sqm 360.00

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 514.10(b) 7.5 cm Sqm 402.90

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 646.00(b) 7.5 cm Sqm 512.00

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 736.40(b) 7.5 cm Sqm 594.00

PART B : CANAL LINING

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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 521.00(b) 7.5 cm Sqm 405.00

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 567.00(b) 7.5 cm Sqm 450.00

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 516.00(b) In sides Sqm 543.00

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 605.00(b) In sides Sqm 632.00

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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 562.00b In sides Sqm 592.00

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.


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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 49.00(b) In sides RM 53.00A 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 122.00

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 156.00

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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

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35 CENTERING, SHUTTERING AND R.C.C.

NOTES1

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4

5

6

7

8

910

Item Unit Rate in RsSide shuttering including propping etc. comple

BASIC SCHEDULE OF RATES - Rajasthan...DISTRICT : SAWAI MADHOPUR (EFFECTIVE FROM 19/03 /2020) CHIEF...

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