district : pali - water
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GOVERNMENT OF RAJASTHAN
WATER RESOURCES DEPARTMENT
BASIC SCHEDULE OF RATES
DISTRICT : PALI(EFFECTIVE FROM 30 / 07/2014)
CHIEF ENGINEER
WATER RESOURCES DEPARTMENT
RAJASTHAN, JAIPUR
Corrected on 30.07.2014
PREFACE
The district wise Basic Schedule of Rates (BSR 2011) of Water Resources Department
was prepared as a revision of Integrated BSR 2006. This BSR is based on the standard
pattern of nomenclature for various items of works and was revised in 2011-12.
Since then prices of diesel, petrol, cement, labour & other construction materials have
increased and also availability of various type of labour for the works on task basis in
the field has not only reduced but it is available at higher rates.
Considering these points the revision in district wise Basic Schedule of Rates has
become necessary. Thus, the BSR 2014 is introduced for PALI district.
Rates of materials have been revised in the BSR after proper local market enquiry and
suggestions of contractors and water resources engineers. In the revision of BSR the
items of concrete are taken in accordance to IS:456:2000 & designated as M10, M15,
M20, M25 etc for original works based on mix design. Task for some items are revised
based on mechanical means and as per standard task according to BSR of CPWD.
Additional items on canal maintenance and regulations, geotechnical & soil
investigations, charges of quality control tests, repair of mechanical components like
canal gates, spillway gates, watch & ward, compensation, survey, maintenance of
departmental properties etc are also included in BSR.
Although every care has been taken, yet in a work like this, it is possible that
typographical or other errors and omission might have crept in. Suggestions for
improvemnet and corrections in the Basic Schedule Rates are most welcome from all
the quarters, which may please be sent to the Addl. Chief Engineer, Water Resources
Zone, jaipur (Convener Task force).
Revision of this basic schedule of rates has been made under valuable guidance of
Sh.Vinod Shah, Additional Chief Engineer, Jaipur zone, Sh.Sumnesh Lal
Mathur,Additional Chief Engneer, Udaipur zone,Sh.Rajesh Verma,Superintending
Engineer(Works),Sh. Ravi Solanki,Superintending Engineer,Jaipur circle,Sh.Amar
Singh ,Suprintending Engineer,Ajmer circle and Sh.Ashok Bharadwaj,SE Construction
circle Udaipur.
Sh Rakesh Kumar Gupta, Executive Engineer, Sh Sanjay Agarwal, Executive Engineer
and Sh Vijay Kumar Sharma, Executive Engineer have worked tirelessly in revising the
BSR and their services are thankfully acknowledged.
(P L Solanki)
Chief Engineer
Water Resources Department
Rajasthan, Jaipur
Chapter Particulars Page
GENERAL NOTES 1
BASIC RATES
I LABOUR RATES 2
II SUPPLY OF MATERIAL 4
III CARRIAGE OF MATERIAL 7
IV HIRE CHARGES OF PLANTS AND MACHINERIES 9
MAIN WORKS
V EARTHWORK IN EXCAVATION/EMBANKMENT AND
PROTECTION WORK 12
VI MORTAR 19
VII CONCRETE AND CANAL LINING 20
VIII MASONRY 27
IX PLASTERING AND POINTING 31
X CENTERING, SHUTTERING AND RCC 33
XI FOUNDATION AND SURFACE TREATMENT 35
MISCELLANEOUS AND ALLIED WORKS
XII GENERAL AND MISCELLANEOUS WORKS 38
XIII DISMANTLING & DEMOLISHING WORKS 47
XIV FENCING AND DEMARCATION WORKS 48
XV SURVEY AND INVESTIGATION 50
XVI COMPENSATION OF PROPERTIES 55
XVII TESTING CHARGES OF MATERIALS (Water
Resources Quality Control Laboratory) 64
USEFUL INFORMATIONS
Annex. I Extract from IS:1200-1992 Part-I
Annex. II Material consumption of main items
Annex. III Internal Grading of Aggregate & Classes of Bricks
Annex. IV Weight of Building Material
Annex. V Reinforcement Characteristics
Annex. VI Weight of Structural Steel Section
Annex. VII Conversion Factors
Annex. VIII Strange's Table
Annex. IX Preliminary Design of Spillway
Annex. X Soil Characteristics
Annex. XI Concrete Finishes
Annex. XII Extract from IS: 4826-1979
COMPUTER BASICS
CONTENTS
1 Notes have been given before each chapter wherever necessary, which must be
read thoroughly before using the B.S.R. for incorporating appropriate
provisions and specifications in estimates and tender documents.
2 Rates are for complete finished items and inclusive of all ancillary works
necessary for the completion of work covered under respective item as per
Indian standard specifications unless otherwise specified in the description of
the item.
3 Rates of all items provided in this BSR are inclusive of all taxes, overheads
and contractor's profit and 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 items
in this Schedule of Rates, the decision of the Chief Engineer, Water Resources
Rajasthan, Jaipur shall be final and binding.
5 OPC/PPC (Fly ash based ) Cement of grade 43N/mm2
shall be used unless
otherwise specified.
GENERAL NOTES
1
1
2
3
4
5
Unit Rate in Rs.
1 (a) Beldar/Woman Coolie / Chowkidar /Water man / Earth- dresser Per Day 189.00
(b) White washer/store attendant/ laboratory attendant/floor polisher Per Day 250
(c) Dak Runner with his own cycle Per Day 235
(d) Sweeper part time
i) For 2 hours 55
ii) For 1/2 day (Four hours) 105
iii) Per Day 200
2 Mate Per Day 223.00
3 Helper for Carpenter /Black smith / Mechanic/Electrician /
Plumber / Steel fabricator /Fitter / Driller / Truck / Tractor
/Compressor/ Jack Hammer /Dumper
Per Day 275
4 (a) Security Guard with licensed gun owned by him Per Day 370
(b) Security Guard without gun Per Day 350
5 Munshi/Survey Amin/ Density Observer/ Record Keeper/Time
Keeper/ Gate Keeper/ Core Observer/ Laboratory Assistant /
Gauge Reader / Telephone Assistant
(a) Grade I (Secondary Pass) Per Day 325
(b) Grade II Per Day 250
6 Cook cum Chowkidar Per Day 215
7 Stone breaker (unsing Ghan) / Turriya
(a) Grade I Per Day 293.00
(b) Grade II Per Day 235.00
8 Chawalia Per Day 300.00
9 Operator for Jack Hammer/ Vibrator/ Pneumatic Tamper or
pavement Breaker/shot-crete placer
Per Day 290
10 Gardener
(a) Grade I Per Day 250
Labour rates shall be governed by minimum wages act in force.
These rates are for analysis and estimation purpose only.
CHAPTER-I
LABOUR RATES
The labour rates are inclusive of all allowances including weekly holidays, no extra payment will be
admissible on this account.
The rates of skilled and unskilled labours are inclusive of necessary tools, which are normally carried
by them according to the trade practice.
The rates do not include contractor's profit unless otherwise specified.
SEMI SKILLED
SKILLED
S. No. Item
UNSKILLED
2
Unit Rate in Rs. S. No. Item
(b) Grade II Per Day 225
11 (a) Driver for pumps/Concrete Mixers Per Day 300
(b) Driver for Compressor/Generators /Grout pump/Driller Per Day 280
(c) Heavy vehicle driver for Trucks/Dumpers/Tractors/ Stone
crusher etc. (License holder)
Per Day 400
12 Boat man/Blaster (with license) Per Day 300
13 Welder/Fitter/Line-man/Turner/Wireman/Driller Per Day 350
14 Stone Dresser/cutter (Silawat)
(a) Grade I Per Day 535.00
(b) Grade II Per Day 470.00
15 Mason/ Painter/ Carpenter/ Electrician /Black smith / plumber
(a) Grade I Per Day 450.00
(b) Grade II Per Day 400.00
16 (a) Survey Mistry / earthwork Mistry / Work Mistry
(Experienced/Trained) / Tracer (I.T.I.) / Wireless Operator
(Trained) / Receptionist
Per Day 400
(b) Patwari / Amin (Trained) Per Day 500
17 (a) Typist having knowledge of typing in computer Per Day 300
(b) Computer Operator having knowledge of M.S.
Office/Excel/Power point
(i) with own computer Per Day 400
(ii) without computer Per Day 325
18 Light vehicle driver for Jeep/Car/Station wagon etc. (License
holder) (Grade I)
Per Day 300
19 Driver with life jackets and all accessories for working under
water. Duty hours at site
Per Hour 450
20 Driver for Heavy Machine like chain type Dozers/Shovels, etc.
(License Holder) Boring/Wagonet machine operator
Per Day 425
21 Work Agents/Surveyors/Supervisors
(a) Possessing Civil Engineering Degree or equivalent. Per Day 850
(b) Possessing Civil Engineering Diploma Per Day 650
22 Auto CAD ( civil ) / GIS operator
(a) Having experience of 5 year Per Day 800
(b) Having experience of 1 year Per Day 450
23 Surveyor for Total Station / GPS instrument Per Day 650
24 Surveyor for Social/ Economic/ Demographic survey Per Day 600
3
NOTES:
1
2
3
4
(i)
(ii) Un-slacked lime, aggregates etc. 90% of Av. Ht.
5 These rates are for analysis and estimation purpose only.
Item Unit
1 (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 660.00
(b) 80 to 40 mm size Cum 755.00
(c) 40 to 20 mm size Cum 870.00
(d) 20 to 10 mm size Cum 958.00
(e) 10 to 4.75 mm size Cum 870.00
(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 561.00
(b) 80 to 40 mm ( Hand broken) Cum 642.00
(c) 40 to 20 mm ( Hand broken) Cum 740.00
(d) 20 to 12.5 mm ( Hand broken) Cum 814.00
2 Stones for Random Rubble masonry work at least 90% stones weighing
not less than 37.50 Kg. and no dimension less than 23 cm for massive
work including all lead and lift.
Cum 760.00
3 Stones for Random Rubble masonry, at least 75% stones not less than
15 cm in size in any direction and weighing not less than 23 kg
including all lead and lift.
Cum 720.00
4 C.R. Masonry stone for face work of massive structures duly hammer
dressed on all beds and sides, the beds joints & faces shall be chisel
dressed for at least 8 cm back from face and at least 4 cm from sides
height not less than 25 cm and weighing not less then 50 kg., 50%
stones to have depth more than 45 cm & tail area not less than half the
face area including all lead and lift.
Cum 1936.00
5 (a) C.R. Masonry stone for face work of general structures duly hammer
dressed not less than 20 cm in any direction and at least 50% stones to
be more than 23 cm in depth including all lead and lift.
Cum 1887.00
(b) C.R. stones headers, hammer dressed finished size not less than 20 cm
x 20 cm and depth not less than 30 cm
Cum 2075.00
CHAPTER - II
SUPPLY OF MATERIALS
These rates are at work site inclusive of all leads and also inclusive of all taxes, levies, turn over tax, income
tax, sales tax, octroi, panchayat tax, contractor's profit & royalty etc.
Stone,boulders,brick bats,morrum,sand,surkhi,flyash etc. 85 % of Av. Ht.
S.NoRate in Rs
Effective height of stacks for various materials shall be as under:
The rates are also inclusive of making proper approaches to quarry, removal of over-burden and other
essential operations required at quarry site, including opening of quarry.
Measurments shall be made on the basis of stacks and effective height for payment purpose will be as
prescribed below. No separate payment shall be made for laying of stacks.
4
Item UnitS.NoRate in Rs
6 Stones for soling , boulder for rock toe, toe drain , rock fill etc. not less
than 15 cm in any direction including all lead and lift.
Cum 665.00
7 (a) Quarry spalls properly screened and graded but not more than 10 cm
and not less than 10 mm in size including all lead and lift.
Cum 410.00
b Quarry rubish not more than 10 cm in size including all lead and lift. Cum 350.00
8 (a) Pitching stones atleast 75% stones to be more than 40 kg, in weight and
23 cm x 25 cm x 30 cm in size including all lead and lift.
Cum 760.00
(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 720.00
(c ) Stones for Rip Rap at least one side not less than 23 cm in size
including all lead and lift.
Cum 650.00
(d ) Stones for Rip - Rap at least one side not less than 15 cm in size. Cum 610.00
9 Cement (in bags) 50 Kg in weight. As per IS 1489 and IS 8112
(excluding cost of empty begs).
Bag 280.00
10 Un Slaked Lime.(Sojat or equivalent) including all lead and lift. Cum 3500.00
11 Surkhi pulverized as per IS specification i.e., passing through IS Sieve
No. 9 including all lead and lift.
Cum 770.00
12 Sand (Un-screened) including all lead and lift. Cum 515.00
13 Sand screened and free from organic and deleterious material including
all lead and lift.
Cum 634.00
14 Natural Aggregate including all lead and lift.
(a) 150 to 80 mm size Cum 580.00
(b) 80 to 40 mm size Cum 649.00
(c) 40 to 20 mm size Cum 725.00
(d) 20 to 10 mm size Cum 822.00
(e) 10 to 4.75 mm size Cum 833.00
15 Morrum or Murda including all lead and lift. Cum 240.00
16 Supply of Steel including all lead and lift.
(a) Mild steel and medium tensile steel bars as per IS : 432-1982 Kg. 48.00
(b) HYSD steel bars as per IS 1786-1985 Kg. 50.00
(c) Structural steel Kg. 55.00
17 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 specification
1000 Nos. 4900.00
(b) Well burnt clay bricks ( size 230x110x70 mm) class designation 75 as
per specification
1000 Nos. 4350.00
(c) Comman burnt clay bricks ( size 230x110x70 mm) class designation 50
as per specification
1000 Nos. 3725.00
(d) Brick bats Cum 454.00
(e) Supply of pucca clay tiles (size 30 x 15 x 5 cm) class designation 105
as per IS:3367-1993
1000 Nos. 8375.00
18 Hydraulically compressed P.C.C. tiles 40 mm thick (50 mm
compressed to 40 mm) in cement, sand, aggregate upto 10 mm (well
graded crusher broken) as per specifications conforming to ISI 10646-
1991 with concrete of M15 grade including all lead and lift.
(a) 300 x 300 mm size Each 19.00
(b) 150 x 300 mm size Each 14.00
19 Stone patties edges hammer dressed including all lead and lift.
(a) Length up to 1.50 m and thickness 50 mm and above Sqm 518.00
5
Item UnitS.NoRate in Rs
(b) Length up to 1.50 m to 2.50 m and thickness 70 mm and above Sqm 578.00
(c) Length up to 2.50 m to 4 m and thickness 80 mm and above Sqm 715.00
20 Cut stone sills, slab, or lintels one face plain and edge hammer dressed
including all lead and lift.
(a) 100 to 125 mm thick Sqm 470.00
(b) 126 to 150 mm thick Sqm 490.00
(c) 151 to 200 mm thick Sqm 510.00
21 Fly ash confirming to IS 3812-1981( in bags) 20 Kg in weight
including all lead and lift.
Per bag 34.00
22 Chemical for curing as per ASTM Per Lit 48.00
23 Empty bag of 50 kg capacity in good condition
(a) Jute Each 19.00
(b) Plastic / Polythene Each 5.00
24 ISI marked low Density Poly Ethylene (LDPE) film black, High Impact
resistant, Heavy duty Grade 030 in thickness of 125, 200 & 250 micron
in the form of flat sheet of 6 to 9 metre width without having any joints
as per IS: 2508-1984
Kg. 150.00
25 (a) Distance stone well dressed of required shape and size 60 cm x 23 cm x
7 cm with exposed faces chiesel dressed.
Each 195.00
(b) Distance stone well dressed of required shape and size 60 cm x 23 cm x
7 cm with distance marked engraved and exposed faces well painted.
Each 225.00
26 Cost of Diesel Lit 59.40
27 Amonium nitrate Kg 70.00
28 Gelatin Kg 120.00
29 Fuse Coil RM 6.00
30 Ordinary detonator Each 18.00
31 Drill Rod 800 mm long Each 3600.00
32 Electric Detonator Each 40.00
33 Sealing Compound Kg 190.00
34 Air hose double braided Mt 110.00
35 Claw coupling Each 45.00
36 Hose clamps Each 45.00
37 Valve 3" dia Each 650.00
38 Suction pipe 3" dia Mt 260.00
39 Foot Valve 3" Each 500.00
40 GI pipe 3" dia Mt. 550.00
41 Extention Rod 1¼" hex 800 mm Each 3500.00
42 Extention Rod 1¼" hex 1600 mm Each 7200.00
43 Extention Rod 1¼" hex 2400 mm Each 10800.00
44 Extention Rod 1¼" hex 3200 mm Each 17500.00
45 Coupling sleeves1¼" Each 2500.00
46 Shank Rod Each 3800.00
47 Bit 48 mm dia Each 5500.00
48 Water Body Each 1500.00
49 Water body washer Each 30.00
50 Lubricating oil lit 150.00
51 Grinding wheel Each 1600.00
52 Bit adopter Each 1400.00
53 Shank adopter Each 1400.00
54 T.C.T. Cross bit Each 5500.00
55 GI/MS pipe 65 mm dia Mt 550.00
6
8
1
2
3
4
5
6
Item UnitRate
( in Rs)
1 Carriage of Materials by mechanical transport including
loading, unloading and stacking , if stacking is not required no
deduction is to be done
stone, Aggregate, Ballast, Timber, Sand, Lime, Surkhi, Fly-ash,
Morrum, Kanker etc.
(a) Lead up to ½ Km. Cum 53.00
(b) Lead up to 1 Km. Cum 56.00
(c) Lead up to 2 Km. Cum 63.00
(d) Lead up to 3 Km. Cum 70.00
(e) Lead up to 4 Km. Cum 76.00
(f) Lead up to 5 Km. Cum 83.00
(g) Lead beyound 5 km. But up to 20 km. for each subsequent km Cum 4.80
(h) Lead beyound 20 km. But up to 50 km. for each subsequent km Cum 4.30
(i) Lead beyound 50 km. for each subsequent km Cum 3.80
2 Deduct if Loading is not done for
stone, Aggregate, Ballast, Timber, Sand, Lime, Surkhi, Fly-ash,
Morrum, Kanker etc.
Cum 17.00
CHAPTER - III
CARRIAGE OF MATERIALS
NOTES :The rates of this chapter shall be applicable only when leads exceed 250 metres except mentioned
otherwise.
S.No
Actual distance for lead purpose will be reckoned by the shortest practicable route.
The distance between 250 metres to 750 metres shall be considered as ½ km lead, and that above 750
metres to 1500 metres shall be considered as 1km . Subsequent distance shall be rounded off by
ignoring less than 500 m distance and by considering a distance of 500m and above as full kilometre.
These rates are inclusive of the cost of all ancillary operations including construction and
maintenance of haul roads .
Item No. 4 will not be applicable for items of chapter – II
The rates are inclusive of all kinds of taxes , levies, turn over tax, income tax, sales tax, octroi,
panchayat tax, labour cess, Contractor's profit & royalty etc.
7
Item UnitRate
( in Rs)S.No
3 Carriage of Materials by mechanical transport including
loading, unloading and stacking , if stacking is not required no
deduction is to be done
Cement, Surkhi (Pulverized), Tar, bricks, steel, cut stone etc.
(a) Lead up to ½ Km. M.T. 54.00
(b) Lead up to 1 Km. M.T. 58.00
(c) Lead up to 2 Km. M.T. 62.00
(d) Lead up to 3 Km. M.T. 66.00
(e) Lead up to 4 Km. M.T. 71.00
(f) Lead up to 5 Km. M.T. 74.00
(g) Lead beyond 5 Km but up to 20 km. for each subsequent km M.T. 3.90
(h) Lead beyond 20 Km but up to 50 km. for each subsequent km M.T. 3.70
(i) Lead beyond 50 Km for each subsequent km M.T. 3.50
4 Deduct if Loading is not done for
Cement, Surkhi (Pulverized), Tar, bricks, steel, cut stone etc.
M.T. 17.00
5 Transportation of miscellaneous items like sign boards, tools
and plants, hume pipes, sanitary & electric goods, shuttering
and centering etc.including loading, unloading and handling
with care without making any damage lead upto 20 Km
Truck
Load (7-
10 MT
capacity)
2450.00
(a) Add extra for each subsequent km beyond 20km over item
No. 8
-do-
per km
29.60
Nos.
1
2
3
6
10
15
120
150100 mm dia
1200 mm dia
900/1000 mm dia
600 mm dia
300 mm dia
450 mm dia
150 mm dia
6
2
3
4
7
8
5
2000/1500 mm dia1
Pipe (diameter)S N
Note : Per truck load for hume pipes with or without collars shall be as follows :
8
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 (light
commercial vehicles)
Day 700.00 0.20 per km 300.00
2 Trucks 7-10 tonne capacity Day 1000.00 0.25 per km 330.00
3 Dumpers 7-10 tonne capacity Day 1400.00 0.25 per km 480.00
4 Tractors -
(a) Upto – 40 HP Day 515.00 0.20 per km 180.00
(b) Above 40 HP (for consolidation) Day 575.00 3.00 per hr 220.00
3.00 per hr
0.20 Per Km
6 Air compressors (Stationary)
(a) Upto 160 cfm Day 660.00 3.00 per hr 250.00
(b) Above 160 cfm and upto 250 cfm Day 850.00 5.00 per hr 250.00
(c) 300 cfm to 350 cfm Day 1000.00 7.50 per hr 250.00
7
Jack hammer / Khurpa machine
without drill rod but with necessary
hosepipe
Day 300.00 - 75.00
8 Drifter Day 350.00 - 75.00
9 Concrete mixers
(a) 10/7 cft. capacity Day 350.00 1.00 per hr 135.00
(b) 14/10 cft. capacity Day 400.00 1.20 per hr 210.00
10 Mortar miller Day 375.00 1.00 per hr 140.00
11Needle/surface vibrator (without staff) Day 170.00 0.80 per hr 40.00
12 Diesel driven generator
(a) Upto 6KVA Day 400.00 0.80 per hr 80.00
(b) Above 6 KVA & upto 15KVA Day 700.00 1.60 per hr 85.00
250.005
CHAPTER – IV
HIRE CHARGES OF PLANTS AND MACHINERIES NOTES :
750.00DayTractor mounted compressor (upto
160 cfm.)
These rates are for hiring private machinery for departmental works and quotations/tenders will
have to be called with detailed terms and conditions and necessary action be taken as per
G.F.&A.R./P.W.F.& A.R.
Watch and ward of machinery is included in the rates given below & shall be the responsibility of
the owner of the equipment.
These rates are at work site inclusive of all leads and also inclusive of all taxes, Contracter's profit
& royalty etc.
Hire charges of equipments wherever given / taken for day of 8 hours of actual working excluding
rest period.
Provision for
diesel per Km/or
per hr. (in liters)
Vehicle will remain available for any hour of the day to facilitate emergency tours.
9
S.
No.Name of Machine Unit
Hire charges
without diesel but
with operational
staff M.oil,
spares &
lubricants (in
Rs)
Idle charges
(in Rs.)
Provision for
diesel per Km/or
per hr. (in liters)
13 Pumping sets
(a) 5 to 10 HP Day 300.00 0.80 per hr 145.00
(b) Above 10 HP to 16 HP Day 330.00 1.20 per hr 210.00
(c) Above 16 HP to 30 HP Day 450.00 1.60 per hr 250.00
14 Diesel Road roller 8 to 10MT Day 890.00 5.00 per hr 280.00
15Sheep's foot roller (without staff)
(a) Capacity 5 MT Day 200.00 - -
(b) Capacity 3 MT Day 160.00 - -
16 Plain roller 3 MT (without staff) Day 150.00 - -
17Tractor Trolly above 2 Cum capacity
(without staff)
(a)Two wheeler with out hydraulic lift Day 175.00 - 45.00
(b)Four wheeler without hydraulic lift Day 200.00 - 50.00
(c)Four wheeler with hydraulic lift Day 250.00 - 60.00
18 Karawha Day 75.00 - 35.00
19 Water Tanker
(a) Wheel – mounted
(i) Upto 3000 Lit. capacity Day 175.00 - 70.00
(ii)Above 3000 but upto 5000 Lit.
capacity
Day 250.00 - 105.00
(b)Truck- mounted 5000 Lit. to 8000 Lit.
capacity
Day 1000.00 0.25 per km 300.00
20 Inspection Vehicles such as
Car/Jeep/Gypsy
Day 750.00 0.07 per km -
per
month 18500.00
Day 650.00
per
month 16500.00
Day 60.00
per
month 1500.00
21
Hydraulic excavator/ loader
likeJCB/Poclain, Hitachi etc. with all
accessories (for actual site working,
idle period) having bucket capacity
(a) upto 0.40 cum Hr. 500.00 5.00 per hr 140.00
(b) above 0.40 & upto 0.75 cum Hr. 900.00 7.25 per hr 280.00
(a)
(b)
0.10 per km
(c)
(c) Extra for four wheel drive
-
-
Model not older than 2 years (Two
wheel drive)
Model older than 2 years (two wheel
drive)
10
S.
No.Name of Machine Unit
Hire charges
without diesel but
with operational
staff M.oil,
spares &
lubricants (in
Rs)
Idle charges
(in Rs.)
Provision for
diesel per Km/or
per hr. (in liters)
(c) above 0.75 cum Hr. 1200.00 15.00 per hr 380.00
22 Bull dozer
(a) upto 100 HP Hr. 400.00 5.00 per hr 75.00
(b) above 100 & upto 175 HP Hr. 900.00 15.00 per hr 180.00
(c) above 175 HP Hr. 1250.00 20.00 per hr 320.00
23 (a)Boat (fiber body) power Driven with
license 6 to 10 seat capacity
Per hr. 650.00 0.80 per hr 150.00
23 (b)
Boat (manually operated) with
boatmen with license 6 to 10 seat
capacity
Per hr. 550.00 - 80.00
24Grout pump including water hose, air
hose, fittings, repairs etc.
Day 375.00 75.00
25 Vibro compactor with operator Day 3500.00 8 Per Hr 500.00
11
1
2
3
4
5
6
7
8
9
10
11
12
13
14
Mode of measurement and classification on nature of work as well as type of strata shall be
governed by IS:1200 (Part-I): 1992 and Hand Book of method of measurements: Publication No.
SP-27:1987 of Bureau of Indian Standards .( refer useful data in which extract copy of same is
provided)
In case of earthwork in excavation and for dams part A+B only "crow fly distance" between C.G.
of Embankment/spoil bank base to the C.G. of borrow area cut shall be considered as "shortest
practicable route" for the purpose of lead what so ever the case may be.
No payment for earthwork of ramps,approaches to embankments shall be made and cost of such
operation 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 be
admissible and cost there of shall be deemed to have been included in the item rates given below.
CHAPTER - V
EARTHWORK IN EXCAVATION / EMBANKMENT AND PROTECTION WORKS
NOTES
These rates are at work site inclusive of all taxes, Contractor's profit, overheads & royalty etc.
Classification of strata shall be inspected and approved by Executive Engineer.
In case of change of strata from that as contemplated in the sanctioned estimate, prior
permission/approval of the Superintending Engineer should be invariably obtained.
In case hard rock requiring blasting is more than 500 cum, it shall be got checked and approved
by the Superintending Engineer.
No extra payment will be done for de-watering on the items of this chapter.
The rates of earthwork for bunds are for complete item and includes allowance for shrinkage due
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.
The stones from hard rock requiring blasting shall be termed useable if minimum size of stone is
not less than 15 cms or maximum size is not greater than 45 cm in any direction. If bigger stones
are found from excavation then bigger stones shall be brought to size of useable stones & no
extra payment on this account shall be admissible.
Mixes rate of canal excavation can be allowed by estimate sanctioning authority who will
ascertain the same based on details of sufficient trial pits to be applicable to canals having
discharge capacity 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.
15
Total
WORK TO BE EXECUTED BY MACHINARIES
1 Excavation including loading, unloading, disposal and dressing of
excavated earth within initial lead of 50m and lift up to 1.5m in dry
or moist including dressing of excavated area, dewatering wherever
required complete in all respect
a Soft/Loose soil Cum 57.00
b Hard / dense soil Cum 59.00
c Hard soil mixed with Kankar / boulders, Morrum Cum 73.00
2 Excavation including loading unloading disposal and dressing of
excavated rock within initial lead of 50m and lift upto 1.5m in dry or
moist including dressing of excavated area, de- watering wherever
required complete in all respect.
a Soft / Disintegrated rock Cum 100.00
b Hard rock not requiring blasting Cum 147.00
c Phylite & other hard rock requiring nominal blasting Cum 243.00
d. 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 usable excavated 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 cost of usable stone
has already been deducted from the rate.
Cum 264.00
3 Excavation with line drilling, controlled blasting near structures,
populated area (situated within 50m) including dewatering, loading,
unloading, disposal & dressing within initial lead of 50m and lift
upto 1.5m complete in all respect in dry or moist and also including
compensation of damages if any , in :
(a) Phylite and other hard rock requiring nominal blasting Cum 389.00
Rate of earth work in excavation is including the cost of planking/ shoring/ timbering / strutting /
barricading if any required at site.
S.No. Item UnitRate in Rs.
PART "A" : EARTH WORK IN EXCAVATION
(b) Hard rock (dry or moist) requiring blasting (where hardness of rock
is more than 2) including dewatering, disposal of excavated material
in the designated spoil bank/ embankment and dressing of excavated
material with all leads & lifts of excavation and disposal. The
contractor is free to use the usable excavated 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 cost of usable stone
has already been deducted from the rate.
Cum 422.00
4 Final excavation by line drilling including removing of hard rock by
wedging and barring and chiseling near final levels (only upto 0.3 m
depth) without resorting to blasting including dewatering, disposal
of excavated material within initial lead of 50m and lift of 1.5m
complete in all respect
Cum 831.00
5 Excavation for foundation of Dam in trenches/seams/faults and at
other confined places in hard rock by line drilling including
dewatering, disposal, loading, unloading and dressing of excavated
material within initial lead of 50m. and lift upto 1.5m complete in all
respect.
Cum 945.00
6 Disposal of land slide rock including breaking of big boulders and
blasting (if required) within initial lead of 50 m and lift up to 1.50 m.
Cum 230.00
7 Removal of slit/soil/earth, sand, pebbles, 'Malba', debris, rubbish,
stone pebbles & obstruction deposited in canal bed up to design line
grade and sections having design due to erosion/scour/slips in canal
banks/silting with or without bushes and weeds etc. in dry or moist
condition from canal bed including dewatering, loading unloading
and disposal at suitable place as directed by Engineer in charge with
initial lead of 50m. and lift upto 1.5 m with proper dressing on canal
bed complete in all respect
(a) For 5 to 15 cms depth, having
(i) Unlined section Sqm 13.00
(ii) Lined section Sqm 11.00
(b) For depth above 15 cms but upto 30cms having
(i) Unlined section Sqm 22.00
(ii) Lined section Sqm 19.00
Measurements of works for item No. 7 (a) & 7 (b) shall be limited to
canal bed area only
(c) For depth above 30cm. Cum 65.00
(d) Extra on item 7(c) only if silt clearance is done under water & mud. Cum
16.00
8 Re-handing of excavated material including loading unloading and
dressing within initial lead of 50 m and lift of 1.5m with cost of de-
watering wherever required and all applicable taxes and levies etc.
complete in all respect
(a) Earth / Soil Cum 61.00
(b) Rock Cum 93.00
(c) Mixed strata muck Cum 74.00
9 Extra charges for disposal of excavated/re-handled material in
required profile laid in uniform layers and given side slopes well
dressed having layer thickness including loading and un-loading
wherever required with cost of dewatering wherever required
complete in all respect
a Not exceeding 15cm Cum 6.00
b Not exceeding 20cm Cum 5.20
10 Extra lead over item no 8 of excavated matrerial.
a. Beyond initial lead of 50 m & upto 250m Cum 7.20
b. Add extra over item 10 (a) for lead beyond 250m & upto 750m (for
average 1/2Km).
Cum 7.00
c. Add extra for each subsequent lead of 500m or part, there of beyond
½ Km. & upto 5 Km
Cum 6.90
11 Add extra over item No. 1 to 8 for disposal of excavated material
above initial lift of 1.5m and for every additional lift of 1.5m or part
there of including loading and un- loading wherever required
Cum 7.00
12 Add extra over item No. 1 to 5 for excavation under water for all
type of strata including dewatering charges. (Quantity under water
during actual work is only to be considered) Quantity of excavation
below water level in foundation area during continues pump running
should only be considered.
Cum 25%
13 Collection of usable rock spalls from excavation works and stacking Cum 58.00
14 Re- handling excavation earth (excluding rock) in trenches, plinth
side of foundations etc. in layers not exceeding 20 cm in depth,
consolidating each deposited layer by ramming and watering
including cost of water including loading and un-loading wherever
required with cost of dewatering wherever required.
Cum 51.00
15 Filling in plinth with sand under floors including watering , ramming
, consolidating and dressing complete including cost of sand etc
including loading and un-loading wherever required with cost of
dewatering wherever required, complete in all respect.
Cum 654.00
16 Filling in plinth with locally available river shingle under floors
including watering , ramming , consolidating and dressing complete
including cost of shingle, and loading and un-loading wherever
required with cost of dewatering wherever required, complete in all
respect
Cum 199.00
PART "B" : EARTH WORK FOR EMBANKMENT
WORK TO BE EXECUTED BY MACHINARIES
17 Earth work in rough (borrow area) excavation for embankment in
hard soil, Morrum or highly weathered strata dry or moist, including
laying in 20 cm layers (before compaction) and breaking of clods,
sorting of grass, pebbles etc. and dressing when compacted manually
or by plain roller with initial lead of 250 m and lift up to 1.5m
(excluding charges for compaction and watering), including loading
and un-loading wherever required complete in all respect.
Cum 69.00
a. Extra charges for lead beyond 250m and upto 750m (for average ½
km)
Cum 7.20
b. Add extra for each subsequent lead of 500m or part, there of beyond
½ Km and up to 5 km
Cum 6.00
c. Add extra beyond 5km for each subsequent km. or part there-of. Cum 8.00
18 Earth work in rough (borrow area) excavation for embankments in
hard soil, morrum or highly weathered strata dry or moist, including
laying in 20 cm layers (before compaction) and breaking of clods,
sorting of grass, pebbles etc. and dressing when compacted by sheep
foot roller/pneumatic tyred roller to obtain dry density of at least
98% of Standard Proctor's density with initial lift of 1.5m
(Excluding charges for compaction and watering) including loading
and un-loading wherever required complete in all respect.
a. With initial lead of 250 m Cum 81.00
b. With lead beyond 250 m and up to 750 m (½ Km) Cum 88.20
c. Add extra for each subsequent lead of 500m or part thereof beyond
½ Km and up to 5 km
Cum 6.00
d. Add extra beyond 5km for each subsequent km. or part there-of. Cum 8.00
e Deduct if only carriage of earth is to be done ( including unloading
and placing on embankment in 15 cm layers)
Cum 22.00
19 Deduct in item no 18 (a) & (b) above if Standard Proctor's density to
be achived is at least 95%
Cum 5.00
20 Compaction of earth or highly weathered strata
a. By manually or plain roller. (density 90% of Proctor) Cum 18.00
b. By mechanical equipment such as sheep foot roller/ pneumatic tyred
roller/vibro compactor required as per site condition to obtain dry
density of.
(i) at least 98% of Standard Proctor's density Cum 29.00
(ii) at least 95% of Standard Proctor's density Cum 26.00
c. Add extra over item No. 20 (b) for compaction in restricted area
nearby structure or flanks by hand rammers or by pneumatic
tampers.
Cum 20%
d. Add extra over item No. 20 (b) Compaction of earth work by
mechanically operated vibro compactor.
Cum 10%
21 Lip cutting and final dressing as per designed section including re-
handling and disposal of excavated earth in layers 20 cm on
embankments etc. with cost of dewatering wherever required, and
complete in all respect
Sqm 19.00
22 Benching base and depositing the excavated material including
dressing etc. complete within initial lead up to 50m and lift up to
1.5m
Cum 65.00
23 Labour charges for puddle work to obtain minimum dry density as
90 % of M.D.D.
Cum 58.00
24 Construction of earthen dowel 0.50m top width and 0.40m height
(area 0.40 sqm) including ramming, watering, & dressing etc.
complete with all lead and lift.
Per RM 85.00
25 Dressing of uneven embankment in required profile Sqm 9.30
27 Scrapping of grass and shrubs Sqm 2.90
28 Ploughing/ Picking of surface of old embankment / 10 sqm 2.80
29 Turfing by transplantation 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 or more till the grass develops
fully with all leads and lifts complete.
Sqm 77.00
30 Labour charges for spreading of Morrum or Kanker on embankment
etc. with initial lead up to 50 m and lift up to 1.50 m for
(a) 5 cm to 8 cm depth Sqm 4.10
(b) 10 cm to 13 cm depth Sqm 6.00
(c) 15 cm to 18 cm depth Sqm 6.50
31 Repairs of rain cuts, gullies etc. on bunds embankments, canals and
other petty works.
extra on
basic
20%
32 Watering of earth including cost of carriage of water when source of
water is
(b) up to 1 Km Cum 7.40
(c) Beyond 1 Km but up to 5 Km extra per Km Cum 3.30
(d) Extra for every subsequent 1 Km or part thereof when source is more
than 5 Km
Cum 2.40
33 Add extra for earth taken from private land with all lead and lift,
land to be arrangged by contractor through private negotiations. Item
applicable on certification by E.E. that no Government land is
available with 250 meters from borrow area.
Cum 12.00
PART C : PROTECTION WORK
Note :- (1) The rates given below are complete rates and include cost
of all construction materials including all lead, lifts, tax, levies, turn
over tax, income tax, sales tax, octroi, Panchayat tax, T & P,
Contractor's profit & royalty etc.
(2) The rates given below are inclusive of dewatering wherever
required.
34 Supplying and laying sand in required profile including all lead &
lifts.
Cum 631.00
35 Supplying and laying aggregate in layers and profile as specified
including all leads & lifts.
(a) Broken ballast 40 to 80 mm size Cum 758.00
(b) Broken ballast 20 to 40 mm size Cum 856.00
(c) River gravel 40 to 80 mm size Cum 765.00
(d) River gravel 20 to 40 mm size Cum 841.00
(e) River gravel up to 20 mm size Cum 938.00
36 Dry boulder filling in required profile with filling of voids etc.
complete including all lead & lifts, and well finished surface
Cum 978.00
37 Supplying and laying quarry spalls properly graded but not more
than 10cm in size with spreading in required profile including all
leads & lifts
Cum 486.00
38 R. R. stone pitching, hammer dressed with packing of voids from
small stones including all lead & lifts, in required profile of
(a) 45 cm thickness in two layers (± 5 % thickness tolerance) Cum 1391.00
(b) 23 cm thickness (± 5 % thickness tolerance) Cum 1178.00
(c) 30 cm thickness (± 5 % thickness tolerance) Cum 1276.00
39 Rip rap stone laying in required profile properly hand packed using
stone of specified size including all lead & lifts
(a) 23 cm thickness (± 5 % thickness tolerance) Cum 1003.00
(b) 30 cm thickness (± 5 % thickness tolerance) Cum 1050.00
40 (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 671.00
(b) Deduct from item no 40 (a) if only laying is to be done Cum 610.00
41 Extra charges over item no. 40 for subsequent lead
42 Providing and laying mulching on side slopes / bank / berm / of the
canal / road with fog / kheep / Saniya / shurbs etc. as available on
site including embedding the same in trenches of 25 x 25 cm
including carrige of material.
/ 100 m 250.00
PART – D QUARRY RUBBISH / SPALL :-
as per item no. 10 c of part
A of this chapter
43 Spreading of quarry rubbish / spalls to required grade & camber in
layers not exceeding 15 cm. thickness (loose) as per specifications
including dressing etc. complete.
/ 10 Sqm 28.00
44 Spreading & consolidation / compaction of quarry rubbish / spalls to
required grade & camber by plain roller including watering.
/ 10 Sqm 60.00
45 Survey and rehabilitation work of existing watre course including
jungle clearance, cutting and uprooting of trees. Earth work in
excavation / embankment for restoration of sector, clearance of silt
dressing and manual compaction of earth work etc. complete in all
respect.
Per KM 3225.00
46 Construction of single nakka as per drawing and specifications
shown in typical drawing using PCC (1:3:6) M-10, A20, in
foundation below Nakka wall & random rubble masonry in cement
sand mortar 1:6 having plaster 20mm 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 shutter complete in all respect.
Each 25885.00
47 Construction of Double nakka as per drawing and specifications
shown in typical drawing using PCC (1:3:6) M-10, A20, in
foundation below Nakka wall & random rubble masonry in cement
sand mortar 1:6 having plaster 20mm 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 shutter complete in all respect.
Each 2618.25
48 Construction of CD works as per drawing and specifications shown
in typical 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 plaster 20mm thick in cement sand mortar 1:3 on
wall and cement concrete (1:2:4) M-20,A-20 50mm thick and
providing laying & fixing in position RCC spun or Hume pipe
450mm NP-2.
Each 11579.00
PART – E CONSTRUCTION OF WATER COURSE :-
NOTES:1
2
3
4
Total
1 Slaking of lime including cost of unslaked lime complete including all
leads of all construction materials.
Cum 2696.00
2 Labour charges for preparations of lime mortar (in any proportion &
excluding cost of construction material) by mechanical mixer / mortar –
miller
Cum 150.00
3 Lime, surkhi, sand mortar (1 : ½ : 1½) (1 Lime, ½ surkhi and
1½ sand) including all leads of all construction materials.
Cum 2399.00
4 Lime mortar 1 : 2 (1 Lime and 2 sand) including all leads of all
construction materials.
Cum 2357.00
5 Lime mortar 1 : 3 (1 Lime and 3 sand) including all leads of all
construction materials.
Cum 2096.00
6 Cement mortar 1 : 8 (1 Cement and 8 sand) including all leads of all
construction materials.
Cum 2168.00
7 Cement mortar 1 : 6 including all leads of all construction materials. (1
Cement and 6 sand)
Cum 2535.00
8 Cement mortar 1 : 5 (1 Cement and 5 sand) including all leads of all
construction materials.
Cum 2861.00
9 Cement mortar 1 : 4 (1 Cement and 4 sand) including all leads of all
construction materials.
Cum 3318.00
10 Cement mortar 1 : 3 (1 Cement and 3 sand) including all leads of all
construction materials.
Cum 4112.00
11 Cement mortar 1 : 2 (1 Cement and 2 sand) including all leads of all
construction materials.
Cum 5148.00
12 Add extra over item No. 2 to 11 in case weigh batching is adopted Cum 50.00
13 Mud mortar including all leads of all construction materials. Cum 373.00
CHAPTER VI
MORTAR
These rates are inclusive of all taxes, levies, turn ovr tax, income tax, sales tax, octroi,
panchayat tax, contractor's profit & royalty etc.
The rates given below are complete rates and include all leads of the construction material.
S.No. Item UnitRate in Rs.
Rates are inclusive of cost of water, grinding, mixing of mortar by mechanical mixer/lime miller
and required T&P unless other wise mentioned.
The proportions of various ingredients in the item are by volume batching.
19
1
2
3
4
5
6
7
8
9
10
11
12
Rate
1 Labour charges for mixing and placing of concrete of specified grade, by
mechanical mixer and placing & consolidation by vibrator including finishing
of concrete, excluding cost of construction materials.
Cum 703.00
2 Cement concrete Design mix M-25 well mixed and laid in position complete
including all leads of all construction materials including curing and
finishing having well graded crusher broken stone aggregate of maximum size
upto
(a) 40 mm Cum 5440.00
(b) 20 mm Cum 5519.00
CHAPTER VII
CONCRETE & CANAL LINING
NOTES
These rates are at work site inclusive of all leads and also inclusive of all taxes, contractor's profit & royalty
etc.
Proportion of ingredients in concrete for mass work at one place will be governed by approved mix design. No
adjustment will be made in rate due to change in proportion of ingredients other than cement but
deduction/addition of @Rs. 5.50 per Kg of cement will be made in concrete rate for lesser / excess requirement
of cement per cum of concrete, from standard consumption of mix.
These rates include lifts up to 5 meters from ground level upward and downward.
The labour rates are inclusive of laying and mixing with mechanical mixer , T&P, scafolding, curing and water
charges etc.
For all works power driven mechanical mixers / lime miller and vibrators should be used & rates are inclusive
of these charges.
The rates in this chapter are inclusive of de-watering wherever required.
These rates do not include the cost of centering, shuttering and form work , except items of Part-B-(Canal
Lining)
If admixer is asked to be used then extra charges of Rs 75.00 Per cum of concrete shall be payable inclusive
cost of admixture.
Use of fly ash will be permitted with permission of Superintending Engineer. Fly ash to be used should
confirm IS code 3812-1981 part-I and fineness as per IS code 269-1989. Percentage of use of fly ash will be
directed by Superintending Engineer. Rates of concrete will be derived after replacing cement by fly ash as
approved by Superintending Engineer. No extra labour charges for mixing of fly ash shall be admissible.
Add extra with permission of Superintending Engineer, Rs. 150.00 per cum of concrete if composite weigh-
batching and mixing plant is used and also Rs. 150.00 per cum of concrete if mobile transit mixer is used.
For petty works, if mechanical mixer & vibrator is not used for concrete work ,then deduction of Rs 65.00 per
cum of concrete will be made.
S. No.
Where water is scare and chemical compound is asked to be used against curing for lining/ plaster work
additional charges of Rs 25.00 Per Sqm shall be admissible with permission of Superintending Engineer, and
Rs 16.00 Per sqm shall be deducted on account of water curing charges already include in the rates.
ItemRate in Rs.
Unit
20
Rate S. No. Item
Rate in Rs.Unit
3 Cement concrete Design mix M-20 well mixed and laid in position complete
including all leads of all construction materials including curing and
finishing having well graded crusher broken stone aggregate of maximum size
upto
(a) 150 mm Cum 4407.00
(b) 80 mm Cum 4497.00
(c) 40 mm Cum 4607.00
(d) 20 mm Cum 4691.00
4 Cement concrete nominal mix (1:1.5:3) M-20 well mixed and laid in position
complete including all leads of all construction materials including curing
and finishing having well graded crusher broken stone aggregate of maximum
size upto
(a) 150 mm Cum 4197.00
(b) 80 mm Cum 4283.00
(c) 40 mm Cum 4388.00
(d) 20 mm Cum 4468.00
5 Cement concrete (1:2:4) M-15 well mixed and laid in position complete
including all leads of all construction materials including curing and
finishing having well graded crusher broken stone aggregate of maximum size
upto
(a) 150 mm Cum 3582.00
(b) 80 mm Cum 3673.00
(c) 40 mm Cum 3784.00
(d) 20 mm Cum 3869.00
6 Cement concrete mix (1:3:6) M-10 well mixed and laid in position complete
including all leads of all construction materials including curing and
finishing having well graded crusher broken stone aggregate of maximum size
upto
(a) 150 mm Cum 3050.00
(b) 80 mm Cum 3146.00
(c) 40 mm Cum 3262.00
(d) 20 mm Cum 3350.00
7 Cement concrete mix (1:4:8) M-7.50 well mixed and laid in position complete
including all leads of all construction materials including curing and
finishing having well graded crusher broken stone aggregate of maximum size
upto
(a) 150 mm Cum 2718.00
(b) 80 mm Cum 2814.00
(c) 40 mm Cum 2930.00
(d) 20 mm Cum 3018.00
8 Cement concrete mix (1:5:10) M-5 well mixed and laid in position complete
including all leads of all construction materials including curing and
finishing having well graded crusher broken stone aggregate of maximum size
upto
(a) 150 mm Cum 2537.00
(b) 80 mm Cum 2633.00
(c) 40 mm Cum 2749.00
21
Rate S. No. Item
Rate in Rs.Unit
(d) 20 mm Cum 2837.00
9 Plum concrete well mixed and laid in position including curing and finishing
etc including all leads of all construction materials complete in all respect with
well graded crusher broken stone aggregate of maximum size 80 mm in
following proportion with 17% use of plums of more than 150 mm size
embedded in concrete.
(a) Plum concrete (1:2:4) Cum 3381.00
(b) Plum concrete (1:3:6) Cum 2922.00
(c) Plum concrete (1:4:8) Cum 2631.00
(d) Plum concrete (1:5:10) Cum 2473.00
10 Add extra over labour rates for item No. 2 & 3 for II stage concrete for
obstruction of II stage embedded parts & restricted working space.
(a) In Vertical/ radial block-outs Cum 475
(b) In horizontal block-outs Cum 300
11 Deduct if natural aggregate is used in place of crusher broken stone aggregate
for item No. 2 to 10 for maximum size of aggregate as:
(a) 150 mm. Cum 80.00
(b) 80 mm. Cum 106.00
(c) 40mm. Cum 145.00
(d) 20mm Cum 136.00
12 Add extra over item No. 2 to 9
(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)
(i) For major and medium Dams Cum 100.00
(ii) For works other than Major and medium dams Cum 75.00
(b) If batching of ingredients is done by weighing method Cum 50.00
(c) Extra labour charges if concreting is done on major /medium dams Cum 166.00
13 Preparation and dressing the sub grade including removal of irregularities up
to 7.5 cm in soil, morrum mixed with pebbles, small boulders and highly
weathered rock for
(a) Bed Sqm 7.00
(b) Side slopes Sqm 9.00
14 Preparation and dressing the sub grade including removal of irregularities up
to 7.5 cm in soft rock & similar type of strata for
(a) Bed Sqm 9.00
(b) Side slopes Sqm 11.00
15 Cement concrete lining of mix (1:3:6) M-10 with upto 20 mm size well graded
crusher broken stone aggregate laid as per specifications including all leads of
all construction materials including rendering and curing etc. complete for
canal bed of thickness
(a) 10 cm Sqm 394.00
(b) 7.5 cm Sqm 302.00
16 Add extra over labour rates for Item No.15 & 23 for lining of canal sides Sqm46
17 Extra charges over item no 15 & 16 for lining by paver as per specifications
complete
Sqm 20%
PART B : CANAL LINING
22
Rate S. No. Item
Rate in Rs.Unit
18 Extra charges over item no 15 for placement of cement concrete lining with
acrow type (or equivalent) steel slip from gentry.
Sqm 10%
19 4 cm. thick lining with hydraulic compressed pre-cast slab of cement concrete
tiles of size 30 x 30 cm laid over 20 mm (av.) thick layer of cement mortar
(1:5) including all leads of all construction materials including curing and
filling of all intermediate joints with cement mortar (1:3) etc complete with all
leads and lifts
Sqm 488.00
20 Providing and laying cast in situ concrete sleepers 15 cm x 7.5 cm in bed in
cement concrete (1:3:6) with maximum size of crusher broken stone aggregate
upto 20 mm well graded including all leads of all construction materials
including curing, finishing & form work etc. complete as per specification for:
(a) In bed RM 39.00
(b) In sides RM 44.00
21 Filling of construction joints with sealing compound, including painting the
concrete sleepers below lining and sides of lining panel as per specification
provided in IS: 3384-1986 and all leads of all construction materials including
cost of sealing compound, complete in all respect.
RM 132.00
22 Extra charges for water spray by nozzle on sub grade of canal including bed
and side slopes before laying plain concrete for lining work.
Sqm 1.50
23 Providing and laying cast in situ plain cement concrete M-13.5 grade
(minimum cement content 250 Kg/cum of concrete) for lining, using well
graded crusher broken aggregate of maximum nominal size 20 mm confirming
to IS-383-1970, including proportioning of the ingredients by weigh batching
and mixing by mechanical mixer including finishing of concrete lining, cutting
of grooves for construction joints, water curing in bed and liquid membrane
forming compound for curing lining on side slopes, complete as per
specification with all leads and lifts of construction material complete in all
respect.
(a) In bed for 10 cm Sqm 423.00
(b) in side slope for 10 cm thick Sqm #REF!(b) In bed for 7.5 cm Sqm 327.00
(d) in side slope for 7.50 cm thick Sqm #REF!24 Providing and laying under drainage below canal lining consisting of porus
concrete of mix ratio 1:4 (1 cement: 4 course aggregate) 75 mm diametre, 300
mm long supported by 75 mm thick layer of coarse aggregate 12.5 mm to 40
mm size and 50 mm thick layer of sand
Each 75.00
25 Providing and laying 75mm thick sand layer in bed (over clays sub grade) duly
stabilized with cement slurry (1:20) including all leads and lift of material.
Sqm 55.00
26 Providing and laying 75mm thick sand layer on side slope (over clays sub
grade) duly stabilized with cement slurry (1:10) including all leads and lift of
material.
Sqm 60.00
23
Rate S. No. Item
Rate in Rs.Unit
27 Providing and laying CNS (Cohesive non swelling) layer below PCC block /
CC lining in required thickness comprising of clay silt and gravel mixed 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 cm watering and compaction by
mechanical vibro compactor to achieve a density of 98 % of standard proctor's
density including dewatering whenever 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 423.00
28 Providing and laying canal lining with PCC blocks 50 mm thick made of
cement concrete (1:2:4) grade M-15 with aggregate size upto 20 mm crusher
broken including manufacturing of PCC block mechanically vibrated at site in
size of 300 x 300 x 50 mm including all leads and lifts of material,
transportation of blocks from manufacturing site to lining site, laid over 6 mm
thick 1:3 cement mortar filling and smooth finishing of joints laid over 15.5
mm thick sandwich plaster in cement sand mortar 1:3 laid over 12 mm thick
base plaster in cement 1:6 including curing and machinery charges with
mixture vibration etc., complete as per technical specifications
Sqm 375.00
29 Single hydraulic compressed tiles (1:3:6) size 30 x 15 x 4 cm 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 with fixing of tiles
in 6 mm thick cement mortar (1:3) including curing etc with all leads and lifts
of material complete as per specification.
(a) In bed. Sqm 443.00
(b) In sides Sqm 456.00
30 Labour charges for laying & spreading of LDPE film of 250 micron on bed
and sides including jointing etc. complete as per specifications excluding cost
of LDPE film and including cost of overlapping and cost of adhesive tape etc.
with transportation charges upto work site complete.
Sqm 24.00
31 P&F precast dense cement concrete (vibro pressed) drains section block of
different size as per approved drawing and design and strength as per IS Code
2185-1979 part – I of grade "D" (5mm2) proper quality of additive/ admixture
like plasticizer etc added to produce high quality and durable drain section
blocks of required shape as per approved design and drawing complete with
fixing and joining in cement mortar 1:4 in proper grade and level complete in
all respect including dressing of earth work and disposal of surplus earth
within 0.5 Km lead .
a. 40 mm thick Sqm 557.00
b. up to 60 mm thick Sqm 672.00
c. up to 80 mm thick Sqm 820.00
32 Labour charges for sandwich plaster of required specification & cement
mortar for sub grade excluding cost of material & mortar mixing
24
Rate S. No. Item
Rate in Rs.Unit
(a) In bed 10 sqm 143.00
(b) In sides 10 sqm 178.00
33 Labour charges for tile masonry in single layer in required specifications
excluding cost of construction material & mortar mixing.
(a) In bed 10 Sqm 217.00
(b) In sides 10 Sqm 271.00
34 Water arrangements including pumping charges if required 10 Sqm 100.00
35 Labour charges for single tile lining complete as per specification excluding
cost of construction material, water & curing charges.
a In bed 10 Sqm 479.00
b In sides 10 Sqm 622.00
36 Labour charges for double tile lining complete as per specification excluding
cost of construction material, water & curing charges.
a In bed 10 Sqm 658.00
b In sides 10 Sqm 840.00
37 Labour charges for Brick masonry lining complete as per specifications
excluding cost of construction material, water & curing charges
(a) In bed 10 Sqm 696.00
(b) In sides 10 Sqm 899.00
38 Single tile 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 & 50 mm thick tile masonry in cement mortar (1:3) laid over 6 mm
thick mortar layer in cement mortar (1:3) including curing etc. including all
leads of all construction materials complete as per specifications.
a In bed 10 Sqm 3049.00
b In sides 10 Sqm 3175.00
39 Double tile lining consisting of first layer of 50 mm thick tile masonry laid in
cement mortar (1:5) over 10 mm thick mortar layer in cement mortar layer in
cement mortar (1:5), 16 mm thick sandwich plaster in cement mortar (1:3)
over first layer of tile, second layer of 50 mm thick tile masonry in cement
mortar (1:3) laid over 6 mm thick cement mortar layer in cement mortar (1:3)
including curing etc. including all leads of all construction materials complete
as per specifications.
a In bed 10 Sqm 4711.00
b In sides 10 Sqm 4872.00
40 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) including curing etc. including all
leads of construction materials complete as per specifications.
(a) In bed 10 Sqm 3313.00
(b) In sides 10 Sqm 3492.00
25
Rate S. No. Item
Rate in Rs.Unit
41 Single P.C.C. block (1:3:6) size 30 x 15 x 4 cm 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 with fixing of PCC block in 6
mm thick cement mortar (1:3) including curing and machinery charges with all
leads and lift of materials complete as per specification.
a In bed 10 Sqm 2987.00
b In sides 10 Sqm 3113.00
42 Double P.C.C. block (1:3:6) 120 mm thick with PCC block size 30 x 15 x 4
cm bottom layer laid in 6 mm thick cement mortar (1:5) over base plaster of 12
mm thick in cement mortar (1:6) & 16 mm thick sandwich plaster in cement
mortar (1:3) & top PCC block laid in 6 mm thick cement mortar (1:3)
including curing and machinery charges with power driven mechanical mixers
and vibrator etc. with all leads and lift of materials complete as per
specification.
a In bed 10 Sqm 4768.00
b In sides 10 Sqm 4955.00
26
1
2
3
4
5
i
ii
6
7
Total
1 Labour charges for R. R. stone masonry (75 % stones
to be not less than 23 kg) for foundation in cement /
lime mortar (in any proportion) excluding cost of
construction material, mortar mixing & curing
charges.
Cum 820.00
2 Random rubble stone masonry (using R. R. stones
where 75 % stones to be not less than 15 cm in size
in any direction and weighing not less than 23 kg.)
for foundation including curing all leads of all
construction materials including curing etc. complete.
(a) In cement sand mortar 1:3 Cum 3351.00
(b) In cement sand mortar 1:4 Cum 3033.00
(c) In cement sand mortar 1:5 Cum 2851.00
(d) In cement sand mortar 1:6 Cum 2720.00
(e) In cement sand mortar 1:8 Cum 2573.00
3 Labour charges for R.R. stone Masonry Kharanja (75
% stones to be not less than 23 kg) for foundation in
cement mortar (in any proportion) excluding cost of
construction material, mortar mixing & curing
charges.
Cum 902.00
4 R.R. stone Masonry Kharanja (using R. R. stones
where 75 % stones to be not less than 15 cm in size
in any direction and weighing not less than 23 kg.)
for foundation including all leads of all construction
materials including curing etc. complete in 1: 6
Cement Mortar
Cum 2812.00
Dam weir, wing wall and C.D. works etc.
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).
CHAPTER VIII
MASONRY
NOTES
All rates are inclusive of all taxes, levies, turn over tax, income tax, service tax, sale
tax, octroi, panchayat taxes, royalty, leads of all material and contractor's profit etc.
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 / lime
miller, all T & P, scaffolding, curing and water charges etc.
Masonry work will be considered as superstructure, for different structures as under :
Canal :- The masonry executed above designed bed level.
In works involving coursed masonry, thickness of 0.5 m per coursed face shall only be
payable as coursed masonry and the rest will be paid as R. R. masonry. The rate is
inclusive of chisel dressing on all the four faces of stones.
S. No. Item UnitRate in Rs
PART A : RANDOM RUBBLE, COURSED /
KHARANJA STONE MASONRY :
27
TotalS. No. Item Unit
Rate in Rs
5 Labour charges for coursed stone / Kharanja masonry
(stones to be more than 20 cm in any direction) for
foundation in cement / lime mortar (in any
proportion) excluding cost of construction material,
mortar mixing & curing charges.
Cum 1365.00
6 Coursed stone / Kharanja masonry (using hammer
dressed stones not less than 20 cm in any direction
and at least 50 % stones to be more than 23 cm in
depth) for foundation (up to 0.5 thickness) including
all leads of all construction materials including curing
etc. complete.
(a) In cement sand mortar 1:3 Cum 5208.00
(b) In cement sand mortar 1:4 Cum 4930.00
(c) In cement sand mortar 1:5 Cum 4770.00
(d) In cement sand mortar 1:6 Cum 4656.00
(e) In cement sand mortar 1:8 Cum 4528.00
7 R. R. stone masonry in mud mortar including all
leads of all construction materials.
Cum 1523.00
8 Dry stone masonry including all leads of all
construction materials.
Cum 1106.00
9 Labour charges for R. R. stone masonry (90 % stones
to be more than 37.5 kg) for foundation in cement /
lime mortar (in any proportion) excluding cost of
construction material, mortar mixing & curing
charges.
Cum 870.00
10 R. R. stone masonry (where 90 % stones weighing
not less than 37.5 kg and no dimension to be less than
23 cm.) for foundation including all leads of all
construction materials including curing etc. complete.
(a) In cement sand mortar 1:3 Cum 3445.00
(b) In cement sand mortar 1:4 Cum 3127.00
(c) In cement sand mortar 1:5 Cum 2945.00
(d) In cement sand mortar 1:6 Cum 2814.00
11 Labour charges for coarsed stone masonry (stones as
described in item no. 12 below) for foundation in
cement / lime mortar (in any proportion) excluding
cost of construction material, mortar mixing & curing
charges.
Cum 1483.00
28
TotalS. No. Item Unit
Rate in Rs
12 Coursed stone masonry (using C.R. stone for face
work duly hammer dressed on beds and all sides, the
bed joints and faces chisel dressed for at least 8 cm
back from face and at least 4 cm from sides, height
not less than 25 cm and weighing not less than 50 kg,
50 % stones to have depth more than 45 cm and tail
area not less than half the face area) for foundation
(up to 0.5 m thickness) including all leads of all
construction materials including curing etc. complete.
(a) In cement sand mortar 1:3 Cum 4533.00
(b) In cement sand mortar 1:4 Cum 4255.00
(c) In cement sand mortar 1:5 Cum 4095.00
13 Add extra over item no. 1 to 12 for
(a) Masonry work in superstructure for Dam and other
works.
Cum 141.00
(b) Thickness of wall upto 30 cm or less Cum 130.00
(c) Each subsequent height of 3.0 metre or part there-of
above initial lift of 5.0 m from ground level (up ward
and down ward) for dam work.
Cum 220.00
(d) Each subsequent height of 3.0 metre or part thereof
above initial lift of 5.0 m from ground level (up ward
and down ward) for other than dam work.
Cum 160.00
14 Labour charges for coursed stone Arch masonry in
cement / lime mortar ( in any proportion ) excluding
cost of construction material, mortar mixing & curing
charges.
Cum 3185.00
15 Coursed stone Arch masonry ( Using C.R. stones
hammer dressed & size not less tham 20 cm x 20cm x
30cm) including all leads of all construction materials
including curing etc. complete.
(a) In cement sand mortar 1:3 Cum 7554.00
(b) In cement sand mortar 1:4 Cum 7261.00
(c) In cement sand mortar 1:5 Cum 7091.00
(d) In cement sand mortar 1:6 Cum 6971.00
16 Labour charges for Brick masonry in cement / lime
mortar ( in any proportion) up to plinth excluding
cost of construction material, mortar mixing & curing
charges.
Cum 632.00
17 Brick masonry (using well burnt clay bricks of size
230 x 110 x 70 mm, class designation 75 as per
specification) up to plinth including all leads of all
construction materials including curing etc. complete.
PART B : ARCH MASONARY:
PART C : BRICK MASONRY:
29
TotalS. No. Item Unit
Rate in Rs
(a) In cement sand mortar 1:3 Cum 4455.00
(b) In cement sand mortar 1:4 Cum 4257.00
(c) In cement sand mortar 1:5 Cum 4143.00
(d) In cement sand mortar 1:6 Cum 4061.00
18 Labour charges for Brick partition wall half brick
width / brick on edge in cement / lime mortar ( in any
proportion) excluding cost of construction material,
mortar mixing & curing charges.
Sqm 156.00
19 Half Brick masonry (using well burnt clay bricks of
size 230 x 110 x 70 mm, class designation 75 as per
specification) for partition wall including all leads
of all construction materials including curing etc.
complete.
(a) In cement sand mortar 1:3 Sqm 523.00
(b) In cement sand mortar 1:4 Sqm 508.00
20 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 wall including all
leads of all construction materials including curing
etc. complete.
(a) In cement sand mortar 1:3 Sqm 430.00
(b) In cement sand mortar 1:4 Sqm 415.00
21 Add extra for superstructure brick masonry on item
no 16 & 17
Cum 141.00
22 Add extra if well burnt clay bricks (size 230x110x70
mm)class designation 100 as per specifications are to
be used
(a) Over Item No. 17 Cum 319.00
(b) Over Item No. 19 Sqm 33.00
(c) Over Item No. 20 Sqm 22.00
23 Deduct if comman burnt clay bricks (size
230x110x70 mm) class designation 50 as per
specifications are to be used are to be used.
(a) Over Item No. 17 Cum 362.50
(b) Over Item No. 19 Sqm 37.50
(c) Over Item No. 20 Sqm 25.00
24 Add extra for each subsequent height of 3.0 metre or
part thereof above initial lift of 5.0 m from ground
level (up ward and down ward) over item No 16 & 17
Cum 160.00
30
1
2
3
4
Total
CEMENT PLASTER
1 Plaster in cement sand mortar 1:3 including racking of joints,
smooth finishing & curing etc. complete including all leads
of all construction materials of thickness:
(a) 25 mm Sqm 250.00
(b) 20 mm Sqm 210.00
(c) 12mm Sqm 154.00
(d) 6 mm Sqm 90.00
2 Plaster in cement sand mortar 1:4 including racking of joints,
smooth finishing & curing etc. complete including all leads
of all construction materials of thickness:
(a) 25 mm Sqm 235.00
(b) 20 mm Sqm 202.00
(c) 12mm Sqm 145.00
3 Plaster in cement sand mortar 1:5 including racking of joints,
smooth finishing & curing etc. complete including all leads
of all construction materials of thickness:
(a) 25 mm Sqm 222.00
(b) 20 mm Sqm 192.00
(c) 12mm Sqm 138.00
4 Plaster in cement sand mortar 1:6 including racking of joints,
smooth finishing & curing etc. complete including all leads
of all construction materials , of thickness:
(a) 25 mm Sqm 211.00
(b) 20 mm Sqm 185.00
(c) 12mm Sqm 140.00
5 Add extra over item no 1 to 4 for repairs to plaster including
cutting the patch in a uniform shape, racking preparing
surface of wall, including all leads of all construction
materials complete in all respect.
Sqm 10% of item rate
6 Finishing with neat cement (punning) including cost of
cement and all leads of all construction materials.
Sqm 27.00
7 Add extra over item no 1 to 4 for plaster done over celling. 20%of item rate
8 Add extra over item no 1 to 6 for plaster over spherical or
groin ceiling.
25%of item rate
These rates are at work site inclusive of all leads and also inclusive of all taxes, levies, turn
over tax, income tax, sale tax, octroi, panchayat taxes, royalty, and contractor's profit etc.
CHAPTER - IX
PLASTERING AND POINTING
NOTES
The rates are for complete work including racking of joints, curing, grinding, mixing by
mechanical mixer, finishing, T&P, scaffolding and cost of material.
The rate covers protection of all places and things, requiring protection and cleaning such
places 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 UnitRate in Rs
31
TotalS. No. Item Unit
Rate in Rs
9 Making grooves as per design in plaster 10 mm to 20 mm
wide.
Metre. 6.30
10 Making lining out on plaster to imitate stone or concrete
blocks walling.
Sqm 38.00
11 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 part thereof (upward &
downward).
10%of item rate
12 Add extra for plastering on circular work not exceeding 6 m
in radius.
10%of item rate
POINTING
13 Flush or ruled pointing on stone masonry including racking
of joints and curing etc. complete including all leads of all
construction materials in mortar ratio.
(a) In Cement sand mortar 1:3 Sqm 101.00
(b) In Cement sand mortar 1:4 Sqm 98.00
14 Raised and cut pointing on stone masonry including racking
of joints and curing etc. complete including all leads of all
construction materials in mortar ratio.
(a) Cement sand mortar 1:3 Sqm 153.00
(b) Cement sand mortar 1:4 Sqm 149.00
15 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 part there-of (upward &
downward).
10% of item rate
( c)
32
NOTES
1
2
3
4
5
6
7
8
9
10
ItemUnit Rate (in
Rs)
1 Side shuttering including propping etc. complete (to achieve
finish F 2 for :
a Block joints of foundation stilling basins buckets, aprons etc. (
non -suspended horizontally laid mass concrete)
Sqm 105.00
b Top or intermediate bed plates, in between masonry or piers,
abutments sluice wells etc.
Sqm 125.00
c Retaining wall up stream or down- stream slope facings of dams
and open faces of construction joints etc.
Sqm 145.00
d Add extra for curved edges or sides of special shapes like baffle
or chute blocks end sills, projected copings, extended sills etc.
Sqm 25%
2 Centering and shuttering for slabs, beams, lintels Columns,
trough with or without caps and base including propping and
remove
Sqm 180.00
3 Add extra for heights above 5 m over item No.2 for each
additional 1 m. height or part therof.
Sqm 16.00
4 Centering and shuttering for piers, galleries, barrels, curved
surfaces arches, circular ducts etc. upto 5.0m height from
base/floor level (To achieve F2 finish)
Sqm 272.00
5 Add extra over item No.4 for centering and shutterring for each
additional 1 m height or part thereof above initial height of
5.0m from base/floor level.
Sqm 17.00
The shuttering shall be removed after required time as per instructions of Engineer- In-
charge and IS: 456
The rates are inclusive of providing plastic or cement mortar cover blocks for
reinforcement and placing thereof at appropriate places properly.
The rates for centering and shuttering are for steel/ply wood shuttering for complete work
including, centering shuttering, nails, nut bolts and other such items required to prevent
bulging 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 otherwise
stated.
The basic rate for reinforced cement concrete will be the same as those for plain cement
concrete but an extra provision as per item No.11 shall be allowed to the respective items to
meet additional expenses on account of obstructions in laying and placing of concrete due
to reinforcement.
S.No.
No deduction shall be made for weep holes, grout pipes etc. wherever required to be left in
C.C. and no payment on accounts of extra labour shall be made for leaving such pipes or
holes.
Necessary arrangements for even and safe load distrtibution to ground level and rigidness
of props 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.
33
ItemUnit Rate (in
Rs)S.No.
6 Centering and shuttering for 2nd stage concrete for F2 finish)
a For vertical blocks outs Sqm 196.00
b For radial/inclined block outs Sqm 235.00
7 Add/Deduct as under
a Add extra on item No.1,2 & 4 in case F3 or F4 finish is required Sqm 25%
b Deduct over item No.1, 2, 4 & 6, if finish F1 is required Sqm 20%
c Deduct over item No.1,2,4 & 6, if shuttering plates are provided
by department
Sqm 25%
d Deduct over 1, 2, 4, & 6 if only propping is to be done
(excluding planking) to provide rigid support to existing
surface.
Sqm 40%
8 a Supply & fixing of copper strip (95% to 98% purity) of 35 cm
wide and 16 gauge in construction joints of RCC works
including cutting, grooving in Z or V shape and gas welding etc.
complete.
R.M. 1976.00
b Supply & fixing 6 mm thick rubber water seal of approved
quality in construction/contraction joints as per drawing
complete in all respect.
(i) 200 mm wide R.M. 385.00
(ii) 305 mm wide R.M. 495.00
c 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. 480.00
(ii) 305 mm wide R.M. 615.00
9 Steel shuttering for precasting R.C.C. members for railing of
bridges with all lifts complete.(Area of railing)
Sqm 266.00
10 a Labour charges for steel reinforcement including bending,
binding, and placing in position all reinforcement as per
drawing including cost of binding wire and all leads and lifts.
Sqm 9.00
b Supplying of M.S. reionforcement including labour charges for
bending binding and placing in position all reinforcement as per
drawing including cost of binding wire and all leads and lifts
using.
I. Plain bars (IS:432-1982) Kg. 58.00
ii Tor or ribbed bars (IS :1786-1985) Kg. 60.00
11 Extra labour charges for obstruction in laying and placing the
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 103.00
b Columns, slabs, cantilevers projections staircases, lintels,
beams, chajjas, Retaining walls, piers, abutments, galleries, arch
covers, bed plates, sluice capstan bases etc.
Cum 145.00
c Aqueduct troughs, siphon conduits, box type sluice barrels,
domes spiral shafts or stair cases ( thin walled section) and ogee
crests, baffle or chute blocks, end sills, buckets, projects coping,
extended sill etc.
Cum 288.00
34
(1)
(2)
(3)
Item UnitRate
in Rs.
Note- These rates for complete job and also includes maintaining
and furnishing of all data, test result and consumption statement in
prescribed formats.
1 a Drilling holes of 35 mm diameter for anchor rods.
i) Upto 1.50 m. depth Meter 104.00
ii) Beyond 1.5 m. for each subsequent metre Meter 146.00
b Labour charges for Fixing of anchor bars in neat cement grout
including cost of cement and curing etc. complete
Each 176.00
c Supply of Tor steel anchor bars of required diameter, length and
shape at site of work complete.
Kg 50.00
2 Drilling 35 mm.to 48 mm. Dia holes in all types of rock or artificial
hard material like concrete or masonary for consolidation/ curtain
grouting in stages by 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 633.00
b From 5 to 10 m depth Meter 1029.00
c From 10 to 15 m depth Meter 1292.00
d From 15 to 20 m depth Meter 2384.00
e From 20 to 25 m depth Meter 2722.00
f Beyond 25 m depth Meter 3369.00
3 Drilling more than 48 mm but upto 76 mm dia, holes in all types of
rock or artificial hard material like concrete or masonry for
consolidation/ curtain grouting in stages by percussion drilling
including 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 1035.00
b From 5 to 10 m depth Meter 1355.00
c From 10 to 15 m depth Meter 1741.00
d From 15 to 20 m depth Meter 2782.00
e From 20 to 25 m depth Meter 2967.00
f Beyond 25 m depth Meter 3622.00
S.No.
PART A: FOUNDATION TREATMENT
CHAPTER - XI
FOUNDATION AND SURFACE TREATMENTNOTE:-
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 profict and royalty etc.
The rates in this chapter are inclusive of de-watering where ever required.
35
Item UnitRate
in Rs.S.No.
4 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 drilling including 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 439.00
b From 5 to 10 m depth Meter 568.00
c From 10 to 15 m depth Meter 710.00
d From 15 to 20 m depth Meter 996.00
e From 20 to 25 m depth Meter 1112.00
f Beyond 25 m depth Meter 1325.00
5 Drilling more than 48 mm but upto 76 mm dia, holes in over burden
hard soil compacted earth, morrum etc. for consolidation / curtain
grouting in stages by percussion drilling including 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 690.00
b From 5 to 10 m depth Meter 968.00
c From 10 to 15 m depth Meter 993.00
d From 15 to 20 m depth Meter 1156.00
e From 20 to 25 m depth Meter 1361.00
f Beyond 25 m depth Meter 1530.00
6 Supplying and lowering into holes and fixing of casing pipes of
suitable diameter to enable drilling of minimum 48 mm dia grout
holes.
Meter 836.00
7 Washing and open flushing of drilled holes by alternate jet of air
and water under pressure prior to pressure washing and flusing or
grout after stage grouting including cost of equipment, compressed
air and etc. complete.
Hole /
Stage
410.00
8 Normal pressure washing of drilled hole in stages in approved
pattern for cleaning of clay, soil and other filler materials from the
seams and joints in the foundation rock by establishing connections
under pressure with air & water including cost of equipment,
accessories compressed air, water, labour, admixtures if any
required etc. complete as per specification.
Hole /
Stage
874.00
9 Grouting of drilled holes minimum 35 mm dia with or without
packers with cement/ clay and or chemicals (in the form of slurry
with water) in prescribed ratio till refusal including cost of grouting
equipment, compressed air and water etc. complete but excluding
cost of cement, clay and chemicals (only dry weight of ingredients
excluding chemicals to be considered ) with a working pressure
upto 15 kg/Cm2 (Dry cement consumption)
M.T. 7337.00
10 Conducting water intake test in test holes under pressure for
determining permeability before or after grouting including cost of
equipment and water etc. complete
Each 858.00
36
Item UnitRate
in Rs.S.No.
11 Add extra if works are performed through drainage gallery
a Over item No.2, 3, 4 & 5 25%
b Over item No. 7, 8 & 9 10%
PART B : PREPARATION OF FOUNDATION AND
SURFACE TREATMENT
12 Preparation of foundation of structure including removal of all
loose stones, silt and final washing.
a By manual labour Sqm 20.00
b By compressed air & water under pressure Sqm 61.00
13 Preparation of surface of existing concrete surface/ masonry in lime
mortar/ cement mortar including removal of organic deposit by
washing with etching compound and use of wet sand blasting and
final washing the surface with air and water jet including cost of all
material and equipment required for the work complete.
Sqm 185.00
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 raking finally, washing by compressed air & water
under pressure.
Sqm 92.00
15 Chipping concrete surface, cleaning the exposed surface of steel
and concrete with wire brush, washing with water complete as per
specifications excluding scaffolding etc.
Sqm 54.00
16 37 mm thick guniting with cement mortar (1:3) on
concrete/masonry surface after proper fixing of 9 gauge welded
mesh size 50 mm x 50 mm of good quality rust free, with anchors/
clamps on surface to be treated, after cleaning the surface and
applying epoxy, Mortar is to be applied with compressor having
base layer of 12mm, and second layer of 25 mm thickness ,
complete as per technical specification.
Sqm 1128.00
17 37 mm thick shotcrete is to be applied after removal of defective
concrete / masonry, cleaning of surface thoroughly, with
compressor having base layer of 12mm, and second layer of 25 mm
thickness in cement concrete (1:2:1) after proper fixing of 9 gauge
welded mesh of good quality rust free of size 50 mm x 50 mm with
anchors / clamps in stone masonry / concrete complete in all
respect. Cement concrete comprising of cement, sand, coarse
aggregate, water and quick setting compound in the proportion
1:2:1, sand and coarse aggregate confirming to IS 383 and table no.
1 of IS;9012 respectively.
Sqm 1300.00
18 Add extra over item No. 16 &17 for each subsequent height 3.00 m
or part there-of above initial lift of 5 m from ground level ( upward
or downward)
Sqm 56.00
37
(1)
(2)
(3)
(4)
Item UnitRate (in
Rs)
1 Cutting & clearance of jungle, bushes, shrubs Ankra/Ipomoea,
Julicflora typna etc. on canal and bunds in dry/moist/slushy
conditions including disposal as per instructions of the Engineer-
in-charge. Cost of wood has been deducted from rates and thus
will be property of contractor after cutting.
a Ordinary Sqm 0.70
b Thick Sqm 1.00
c For dowels and outer slopes. Sqm 0.90
2 Cutting and uprooting of trees including removing of roots and
filling of hole, cutting/up rooted would be property of the
department a 7.5 cm to 15 cms girth Each 33.80
b Over 15 cms to 30 cms. girth Each 105.30
c Over30 cms to 45 cms. girth Each 175.50
d Over 45 cms to 60 cms. girth Each 289.90
e Over 60 cms. girth Each 408.20
(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 done 75% of these rates will be paid)
3 Uprooting " Water Hyacinth" (Jal Kumbhi) or similar aquatic
plants in water including re-handling and disposal within lead of
250 m from dam/canal.
a In dam (when boat is to be used) Sqm 7.20
b In canal Sqm 1.40
4 Weed clearance in canal and branches including disposal beyond
canal banks and its burning.
a In dry bed Sqm 0.80
b In pool of water Sqm 2.10
5 Cutting & uprooting of Sarkanda, or Arrows or Jhundas
including disposal as directed by Engineer-in-charge
Sqm 4.70
Provision for item no 23 shall be taken with permission of Superintending Engineer
S.No.
CHAPTER - XII
GENERAL AND MISCELLANEOUS WORKS
NOTE:-
These rates are at work site inclusive of all leads and lifts and also inclusive of all taxes, levies, turn
over 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 30.
Stem of the trees shall be measured at 1 m above the ground level.
6 Destroying and removal of unwanted perennial aquatic weeds,
leaves complete in all respect in irrigation tanks & canals by
spraying un-harmful chemical, of suggested concentration of
herbicides on cluster of roots/plants and leaves including cost of
herbicides water spray machine and skilled labour with usual
precautions and measures etc. complete (Complete killing will be
considered when roots get affected and degenerated ).
i Dry condition Sqm 1.20
ii In pool of water Sqm 2.10
7 Thoor cutting (thick fencing of thoor) and disposal within initial
lead of 50 meters.
R.M. 7.30
8 Dag belling
a 5 cm to 7.5 cm deep 10 M 7.30
b Over 7.5 cm to 10 cm deep 10 M 9.10
c Over 10 cm to 15 cm deep 10 M 12.00
9 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, height and filling local depressions, making of ramps on
Nallah crossing etc.
a In plain area Km 5613.40
b In semi- hilly area Km 8947.90
c In hilly area Km 12782.90
10 Repair of existing service road including jungle clearance, filling
cuts, depression and dressing etc. complete.
a In plain area Km 2038.40
b In semi- hilly area Km 3057.60
c In hilly area Km 4335.50
11 Making standard type cement gauge including engraving letters
and painting including scaffolding etc.
R.M. 371.80
12 Painting standard type gauge with black, red and white un-
washable paints including cost of material
R.M. 139.10
13 Painting distance mark stone and lettering with light blue white
or yellow un-washable paint including cost of material
Each 81.90
14 Supply of wire crates in required sizes made of hot dipped G.I.
Wire conforming to IS 4826 -1979 having mesh of 15 cm x 15
cm (surface area of crate will be measured) made of wire of 5
mm diameter.
Sqm 156.00
15 Filling crates with stone in position at site including supplying
and hinging with G.I. Wire 5 mm dia, hot dipped complete in all
respects including cost of stones also.(Including cost of crates)
Cum 991.00
16 a Providing and fixing 200 mm dia Porous drain with precast
cement aggregate (1:4.5) blocks 0.60 m x 0.60 m x 0.30 m in two
pieces complete.
Metre 1685.00
b Deduct if natural aggregate is used in place of crusher broken
aggregate
Metre 61.00
17 Providing and laying cement concrete coping in (1:2:4) with
maximum size 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 293.00
b 50 mm Sqm 195.00
18 Labour charges for fixing of anchor bars in masonry Each 8.00
19 Supply and fixing of sluice/regulator gates using MS plates,
channels, tees, angles, girders etc. of given size an design having
suitable brass/ gun metal lining, rubber selas etc. and desired rod
length, capstan head, clamps keys, wire ropes, ladders, supports,
etc. complete (excluding civil wortks) including painting with
red-ixide paint & delivery at site (size upto 1 sqm)
Kg 83.00
a Add extra if worm gears are to be provided in the capstan Kg 6.00
b Add extra if counter weight type design is followed Kg 6.00
c Add extra if the opening size is greater than 1 sqm but upto 3
sqm (Drawing and design shall also be supplied by supplier, for
gates having size more than 1.00 sqm)
Kg 2.00
d Add extra, if the opening size is greater than 3 sqm requiring
heavy channel/girders.
Kg 6.00
20 Labour charges for fixing sluice gate including rod clamps &
head posts etc. complete for new & old tanks.
a Gate size upto 1 sqm Each 1355.00
b. Extra for every additional square meter of gates size including
rod clamps and head posts etc. complete
Each 985.00
21 Labour charges for fixing of canal regulator gates complete
including rod, clamps and head posts etc.
a Gate size upto 1 sqm Each 740.00
b Extra for every additional square metre of gate size including rod
clamps and head posts etc. complete.
Each 620.00
22 A Labour charges and necessary material & machine required for
repair of gates of, canal escape, canal regulator, sluice well etc at
site including oiling and greasing with material etc. complete.
Each
structure
7000.00
(a) Add extra for repair of following components of gate
i Post for lifting arrangements Each 500
ii Brass Chak nut for lifting Each 50
iii Covering plates, pin for shaft & gate, key for opening and closing
of gate
Each 200
iv Shaft with thread cutting complete Each 500
v Fixing Bracket for shaft Each 250
vi Removal of shaft bend Each 300
(b) Add extra over labour charges as in item no 22(a) for
replacement if necessary for following components of gate.
i Post for lifting arrangements kg 83.00
ii Brass Chak nut for lifting kg 450.00
iii Covering plates, pin for shaft & gate, key for opening and closing
of gate
kg 83.00
iv Shaft with thread cutting complete kg 83.00
v Fixing Bracket for shaft kg 83.00
vi Removal of shaft bend kg 83.00
22 B Oiling and greasing of mannually operated gate system of , canal
escape, canal regulator, sluice well etc at site including labour
charges, material and conveyance charges etc. complete in all
respect for smooth operation of gates.
i) For one gate per site Each gate 750.00
ii) Two gate per site Each gate 650.00
ii) More than two gate per site Each gate 600.00
23 Painting red oxide two coat after rubbing/ scrubbing/ derusting
old surfaces of gates, channels, posts etc. with wire brush / duster
and applying two coat rubber paint including material, labour and
scaffolding required complete in all respect.
Per sqm 450.00
24 Supply and fixing in position of APM block made of C.I. as per
standard specification with adjustable arrangement and required
fixtures including transportation to site second stage concerning
in C.C. (1:2:4) centering shuttering painting with red oxide
finishing etc. complete in all respect cost of APM block (all size)
per block
Per block 8500.00
Note: APM block will be fixed in C.C. after adjusdting throat
with as per requirement and as per direction of Engineer-
incharge.25 Add extra over items of cement plaster/ cement
concrete/cc.lining/cc flooring or RCC for providing and mixing
try angular synthetic fibre 6/12 mm long -recron- 3S @ 0.25%
(125 gram per 50 kg of cement) or in ratio of as specified by
manufacturer specification and direction of Engineer in charge
with all leads and lifts.
per pack of
125 gm
60.00
26 Labour charges for fixing stone patties/ lintals duly approved in
cement sand mortar (1:3) and pointing underneath with cement
sand mortar (1:3) for clear span up to 3.5 m of thickness.
a Upto 8 cm Sqm 129.00
b Above 8 cm Sqm 213.00
27 Providing & filling joints with sealing compound and coarse
sand with bitumen of grade 85/25 (6% by weight)
Metre per cm
depth.
11.00
28 Providing bitumen joints filter sheet conforming to IS: 1838-
1983a 12 mm Sqm 499.00
b 20 mm Sqm 599.00
c 25 mm Sqm 699.00
29 Supplying & fixing in position true to line and level elastomeric
neoprene bearings as per approved drawing and specifications
conforming to IRC-83 (Part -II) 1987.
Cubic cm 1.00
30 Supplying & fixing in position MS precision machined finger
type expansion joints as per approved detailed drawing and
specification conforming to standard drawing of MOST BD/I-69
A.
Kg 623.00
31 Supplying filling and stitching of empty bags of capacity 50 kg
per bag, with earth available at site, weight not less than 40 kg.
including excavation etc. complete.
a Jute bag Each 21.00
b Plastic bag Each 11.00
32 Labour charges for making coffer dam/ring bund by loading
transporting earth filled cement bags dropping at required
locations in water including all leads and lifts complete
excluding cost of empty cement bags.
bag 15.00
33 Providing, laying and fixing in position RCC spun or hume pipe
with collars (ISI 458-2003) in required size packed in gasket for
hume or spun yarn & neatly finished with rich grout of cement
mortar 1:3 perfectly air tight including testing of joints.
Description Unit Rate in Rs
(diametre)
NP-2 NP-3 NP-4
80 mm R.M. 145.00 150.00 157.00
100mm RM 145.00 160.00 169.00
150mm RM 203.00 212.00 228.00
200mm RM 247.00 286.00 320.00
225mm RM 262.00 317.00 338.00
300mm RM 522.00 716.00 786.00
450mm RM 872.00 1717.00 1862.00
600mm RM 1214.00 2250.00 2700.00
900mm RM 2900.00 4774.00 5727.00
1000mm RM 3277.00 6088.00 6760.00
1200mm RM 4514.00 7875.00 9763.00
34 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 required size packed perfectly air tight including
testing of joints.
193.00
213.00
370.00
405.00
63.00
105.00
129.00
129.00
503.00
Note: Non ISI mark pipe but manufactured as per ISI deduct 20%
Labour Charges only
63.00
63.00
Description Unit Rate in Rs
(diametre)
75 mm R.M. 85
100mm RM 155.00
160mm RM 325.00
35 De-watering by pumping all water to maintain desired water
level including cost of P.O.L./Power consumption etc. complete.
a 5 to 9 HP Per hr 109.00
b 10 to 19 HP Per hr 140.00
c 20 to 30 HP Per hr 151.00
1. This item is payable for operation & maintenance works only.
2. Rate of pumping hour shall take into account actual output and
standard output ratio as these rates are for standard output.
36 (a) Numbering of trees including identification for compensation,
making surface for numbering in size 15x15 cm and making /
writing / appropriate indicated number by black enamel paint of
approved quality including cost of paint, brush, T&P etc.
Each 30.00
(b) Numbering of trees and painting after peeling the bark making
surface for numbering in size 8 x 10 cm making / writing /
appropriate indicated number by black enamel paint of approved
quality including cost of paint, brush, T&P etc.
Each 1.40
37 Operation & controlling including watch & ward of Head /
Cross regulator gates for Feeder/main canal / distributory.
Per day three sift (24 hr.)
i) Where ever there is head cum cross regulator, no separate staff
woul be taken.
ii) If two head/ cross regulator are within 1 km reach, no separate
staff would be taken.
Each 567.00
38 Regulation & patrolling of Feeder/ Main / Branch/ Distributory
and Minor canals of canal irrigation projects for every 2 Km.
Per day (24
hr.)
378.00
39 Regulation & patrolling of canals of major, medium and minor
dams during irrigation period Per day (24 hr.) per 2 km.
per day (24
hr.)
567.00
40 Handling of stores including watch and ward of stores (per day
of 24 hours)
per day 567.00
41 Watch & ward of office building after office hours. per day 378.00
42 Watch & ward of irrigation colonies campus houses with or
without office buildings.
per day 567.00
Note:-
43 Cleaning of irrigation colonies campus road and road side drains
with or without office buildings.
Per Month 1210.00
44 Watch & ward of irrigation rest houses II class building Per day 378.00
45 Maintenance and upkeep of plants, trees, lawn and other flower
pots placed around to view point complex including watering etc.
complete.
Per day 465.00
46 Supplying, laying, jointing, testing commissioning, designing &
planning of buried HDPE pipe net work with Hasti/REI/Jain
Irrigation system or equivalent as per IS including construction
of nakka as per design including all fittings and material at every
8- 8.85 ha. or less area including excavation, refilling and
disposal of extra excavated material. The rates are inclusive of
lead & lift material and also inclusive of all kind of taxes, levies,
turnover tax, service tax, income tax, octroi, vat, panchayat tax,
royalty & contractor profit.
Per ha. of
CCA.
13538.00
47 Fixing of Distance stone in 30x30x30 cm pit excavated in all
type of strata and back filling with cement concrete (1:4:8)
projected 10 cm above ground level well finished and properly
cured.
Each 108.00
Measuring devices
48 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 throat flume without any joint, accurate in dimensions and
having accuracy of + 1 mm smooth & uniform surface with 0.013
as value of rougosity, inside blue outside gray colour, with
engraved gauge marking in cm and litre per second & engraved
discharge table showing calculation discharge variation at every
0.10 cm and flow measured at submerged condition etc. complete
in all respect. The flumes shall consist from M.S. pipe frame
embaded in moulding, light in weight and easy in handling
including stiffeners hold fast, sand treatment on the back side of
flume etc. complete. Channel discharge in Cusec
Up to 1 cusec, 3 mm thick Each 4240
Up to 2 cusec, 3 mm thick Each 10870
Up to 3 cusec, 3 mm thick Each 15980
Up to 4 cusec, 3 mm thick Each 19610
Up to 5 cusec, 4 mm thick Each 37390
Up to 6 cusec, 4 mm thick Each 38180
Up to 8 cusec, 4 mm thick Each 40340
Up to 10 cusec, 4 mm thick Each 46460
Up to 12 cusec, 5 mm thick Each 53860
Up to 15 cusec, 5 mm thick Each 56240
Up to 20 cusec, 5 mm thick Each 65320
Up to 25 cusec, 5 mm +-1mm thick Each 91430
Up to 30 cusec, 5 mm +-1mm thick Each 95090
Up to 40 cusec, 5 mm +-1mm thick Each 105790
Up to 50 cusec, 5 mm +-1mm thick Each 124690
Up to 60 cusec, 6 mm +-1mm thick Each 135500
Up to 70 cusec, 6 mm +-1mm thick Each 140500
Up to 80 cusec, 6 mm +-1mm thick Each 146270
49 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
Parshall Flume, accurate in dimensions and having accuracy of
+ 1 mm smooth & uniform surface with 0.013 as value of
rougosity, inside blue outside gray colour, with engraved gauge
marking in cm and litre per second & engraved discharge table
showing calculation discharge variation at every 0.20 cm and
flow measured at submerged condition etc. complete in all
respect. The flumes shall consist from M.S. pipe frame embaded
in moulding, assemble dissemble system for easy in handling /
transportation including stiffeners hold fast, sand treatment on
the back side of flume etc. complete.
Channel discharge in Cusec
Up to 100 cusec, 7 mm +-1mm thick Each 337870
Up to 150 cusec, 7 mm +-1mm thick Each 360070
Up to 200 cusec, 7 mm +-1mm thick Each 646770
Up to 250 cusec, 7 mm +-1mm thick Each 663240
Up to 300 cusec, 7 mm +-1mm thick Each 679110
Up to 400 cusec, 7 mm +-1mm thick Each 718750
Up to 500 cusec, 8 mm +-1mm thick Each 1187480
Up to 750 cusec, 8 mm +-1mm thick Each 1267100
Up to 1000 cusec, 9 mm +-1mm thick Each 1342850
Up to 1250 cusec, 9 mm +-1mm thick Each 1395040
Up to 1500 cusec, 9 mm +-1mm thick Each 1458760
50 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
V Notch as per IS: 9108:1979 accurate in dimensions and
having accuracy of + 1 mm, with engraved gauge marking in cm
and litre per second & engraved discharge table showing
calculation discharge variation at every 0.10 cm and flow
measured at submerged condition etc. complete in all respect.
Drain discharge in Lit / sec
15 Lit / sec 9100
30 Lit / sec 14280
45 Lit / sec 16090
60 Lit / sec 19300
90 Lit / sec 24530
120 Lit / sec 31080
51 Supply of fibreglass reinforced plastic ( FRP) Gauge plate for
accurate measurement of water level, moulded and sandwiched
with MS strip both side finish, front side engraved and molded
computerized marking of bands 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.
10 cm wide P RMT 4130
15 cm wide P RMT 5060
30 cm wide P RMT 7830
52 Annual charges for boating in Irrigation reservoirs
A For Tourist recreation on commercial basis.
a Up to 2 seater boats all types Per Year 7500
b Up to 4 seater boats all types Per Year 15000
c Up to 20 seater boats
i. Driven by Natural gas, Battery, Solar Energy & Manually Per Year 25000
ii. Driven by all other types Per Year 50000
d More than 20 seater boats
i. Driven by Natural gas, Battery, Solar Energy & Manually Per Year 40000
ii. Driven by all other types Per Year 100000
e Application Charges for Item 51 A (Non Refundable)
i. For Cooperative society/Govt & Semi Govt. Department 500
ii. For Private Persons 1000
iii. For Registered Private Firms 1500
B For recreation, transportation of Occupants of hotel by
registered firms/hotels
a Up to 2 seater boats all types Per Year 10000
b Up to 4 seater boats all types Per Year 25000
c Up to 20 seater boats
i. Driven by Natural gas, Battery, Solar Energy & Manually Per Year 50000
ii. Driven by all other types Per Year 100000
d More than 20 seater boats
i. Driven by Natural gas, Battery, Solar Energy & Manually Per Year 50000
ii. Driven by all other types Per Year 150000
e Application Charges for Item 51 B (Non Refundable)
i. For Registered Private Firms/Hotels 3000
C For fishing purpose Per Boat 200
Application Charges for Item 51 C (Non Refundable) 100
i. For Cooperative society/Govt & Semi Govt. Department
ii. For Private Persons
iii. For Registered Private Firms
D For transportation of Goods & other purpose other than A,B & C
above
i. Government /semi government department Per ton
Capacity
5000
i. For Registered Private Firms/Hotels Per ton
Capacity
10000
Application Charges for Item 51 D (Non Refundable)
i. For Govt & Semi Govt. Department 500
ii. For Registered Private Firms/Hotels 1000
53 Photography 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 of photography/ videography.
(without conveyance)
Per Day 2750
Photo Print 6" x 4" Each 20
358
10830 12346.2
111.8
Previous
rate 10% Hike
Rete
quotation
3850 4235
9450 10395 13074
13890 15279
17050 18755 15409
32506 35756.6
33200 36520
35070 38577 43376
40400 44440
46830 51513 48081
48900 53790
56800 62480 57493
79500 87450 95839
82680 90948 98494
91990 101189 1123324
108420 119262 119247
117820 129602 129621
145097.3 136443
159303.8 146908
Rate
quotation
355652
379016
680801
698142
714845
756575
1249974
1333781
1413522
1468458
1535534
Rete
quotation
9578
15028
16931
20314
25811
32715
4345
5318
8234
5000
10000
15000
45000
25000
75000
500
1000
1500
3000
10000
25000
75000
50000
150000
3000
200
100
1
2
3
4
Item UnitRate
( in Rs)
1 Demolishing lime concrete and disposal of material within
50 m lead, inclusive of de-watering wherever required.
Cum 156.00
2 Dismantling cement concrete including disposal of material
within 50 m lead, inclusive of de-watering wherever
required.
Cum 264.00
3 Demolishing of reinforced concrete including stacking of
useable material and disposal of unuseable material within
50 m lead inclusive of de-watering wherever required.
Cum 428.00
4 Demolishing brick work in ement mortar including stacking
of useable material & disposal of unuseable material within
50 m lead inclusive of de-watering wherever required.
Cum 122.00
5 Demolishing stone rubble masonry including stacking of
useable material and disposal of unuseable material within
50 meters lead inclusive of de-watering wherever required.
a In lime mortar Cum 140.00
b In cement mortar Cum 188.00
6 Dismantling old plaster or skirting, racking out joints and
cleaning the surface for plaster including disposal of rubbish
to the dumping ground within 50 m lead, inclusive of de-
watering wherever required.
Sqm 9.00
7 Dismantling of masonry with care inclusive of de-watering
wherever required
a Dry stone masonry or pitching Cum 45.00
b Stone masonry in mud Cum 62.00
8 Add extra for all type of dismantling work for height more
than 5 m from ground level for every additional height of 3.0
m or part there-of.
20%
9 Dismantling cement concrete lining including disposal of
material within 50 m lead, inclusive of de-watering
wherever required. of thickness
a 10.0 cm Sqm 26.00
b 7.50 cm Sqm 20.00
c 5.0 cm Sqm 13.00
The rates in this chapter are inclusive of de-watering wherever required.
S.No.
CHAPTER -XIII
DISMANTLING & DEMOLISHING WORKS
NOTES:-
The rates given are for dismantling of good quality work. For dismantling poor quality or
weathered; weakened work the rates will be reduced by 30%.
Useable material from dismentalling 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.
47
20%
1
2
Item UnitRate
(in Rs)
1 a 180 cm high fencing with angle iron post 55 x 55 x 6 mm placed
at every 3 m apart 45 cm in ground embedded in cement concrete
1:3:6 (30 x30x60 cm) corner and every tenth post to be strutted
with 55x55x6 mm angle iron provided with 6 horizontal lines and
two diagonals of black barbed wire between two posts fitted and
fixed with G.I. staples including earth work in excavation etc.
complete inclusive of de-watering wherever required.
Meter 403.00
336.00
b 150 cm high fencing with angle iron post 50x50 x6 mm placed at
every 3 m apart 30 cm in ground embedded in cement
concrete1:3:6 (30 x30x45 cm) corner and every tenth post to be
strutted with 50x50x6 mm angle iron provided with 6 horizontal
lines and two diagonals of black barbed wire between two posts
fitted and fixed with G.I.staples including earth work in
excavation etc. complete inclusive of dewatering wherever
required.
Meter 377.00
314.00
2 150 cm high fencing of pre-cast R.C. posts of 15 cm x 15 cm
tapered to 10x10 cm.at top placed at every 3 m. apart 30 cm in
ground embedded in cement concrete 1:3:6 (30x30x45 cm) corner
and every tenth posts to be strutted with same R.C. posts provided
with 6 horizontal line & two diagonals of black barbed wire
between the two posts fitted and fixed with G.I. staples including
earth work in excavation etc. complete inclusive of de-watering
wherever required.
Meter 232.00
193.00
3 Add or deduct for each wire line on item No.1 & 2 Meter 7.00 6.00
4 Add or deduct for additional or less height per 10 cm. on item
No.1 &2Meter 18.00
15.00
5 Add for using galvanized barbed wire instead of black barbed
wire.
Meter 2.40 2.00
The rates in this chapter are inclusive of dewatering wherever required.
S.No.
CHAPTER XIV
FENCING AND DEMARCATION WORKS.
NOTES-
The rates are inclusive of all taxes, levies, royalty, leads of all material and contractor's profit
etc.
6 Supplying & fixing of chain link fencing with angle iron post
50x50x6 mm placed at every 3 m apart 30 cm in ground
embedded in cement concrete 1:3:6 (30x30x45 cm) corner and
every tenth post to be strutted with 50x50x6 mm angle iron
provided and fixed & fitted with post including earth work in
excavation etc. inclusive of dewatering wherever required
complete with chain link size.
a 50 mm x50mmx3.15 mm Sqm 481.00 401.00
b 75mmx75mmx3.15 mm Sqm 414.00 345.00
c 100mmx100mmx3.15mm Sqm 354.00 295.00
7 Thoor fencing by planting individual Thoors in 75 to 100 mm
diameter and 200 mm deep holes excavated 225 mm apart along
the given line including cost of carriage of Thoors as well as its
protection for a period of 21 days till it catches up roots complete.
Meter 43.00
36.00
8 Supply of well dressed stone or RCC (1:2:4) ratio with 2%
reinforcement) boundary/ demarcation posts 15x15 cm in section
and 75 cm in height in top rounded to semi-circular shape in two
sides including engraving given logo/ word/ letter in Hindi or
English (like canal boundary/Water Resources dept. etc.) while
casting and fixing these stones in:
a 30x30x45 cm pit excavated in all type of strata and back filling
the same well compacted.Each 247.00
206.00
b 30x30x45 cm pit excavated in all type of strata and back filling
with concrete (1:4:8) using natural aggregate projected 10 cm
above ground level well finished and properly cured.
Each 332.00
277.00
c 60 cm diameter and 50 cm deep pit excavated in all types of strata
with taper shape (1:3:6) concrete using 20 mm size crusher broken
stone aggregate, bottom dia 60 cm including 10 cm above ground
level) well finished complete including curing
Each 407.00
339.00
9 Deduct in item No.(8) above when 10x10x60 cm size well dressed
stone or pre-cast R.C.C. posts are to be used.Each 68.00
57.00
1
S.
No
.
Item UnitRate (in
Rs)
1 Double levelling with compass, survey, chaining pegging for survey of
dam axis, base line canal alignment.
a In hilly area Km 1250.00
b In semi hilly area Km 940.00
c In plain area Km 535.00
2 Single levelling with compass, survey, chaining pegging for survey
work of crosses etc.
a In hilly area Km 825.00
b In semi hilly area Km 550.00
c In plain area Km 415.00
3 Fly levelling by single levelling
a In hilly area Km 485.00
b In semi hilly area Km 300.00
c In plain area Km 245.00
4 Double levelling for transfer of bench mark etc.
a In hilly area Km 715.00
b In semi hilly area Km 475.00
c In plain area Km 360.00
5 Construction of Pucca bench mark mutton of size 30x30x75 cm in
cement concrete (1:3:6) with maximum aggregate size of 40 mm with
75 cm long MS angle , size 25x25x5 mm embedded including curing
transportation and fixing at site etc. complete with all leads & lifts.
Each
500.00
6 Construction of Pucca bench mark mutton of size 30x30x75 cm in RR
stone masonry in cement mortar(1:6) plastered on exposed surface with
cement mortar (1:6) in 25 mm thickness.
Each
425.00
7 Supply of 3 cm x 3 cm x 30 cm size wooden pegs (Babul, mango or
teak wood etc.)Each
8.00
8 Boring NX dia, hole with diamond coring bits including taking out of
core and arranging etc. core in proper order in core boxes including
cost of core boxes. as per relevant I.S. code of practice.
a In over burden including boulders Per metre 1140.00
b In stratified soft rock such as Phylite, lime stone of softer quality and
compatible rock
Per metre 1375.00
c In sand stone and harder variety of lime stone Per metre 1700.00
d In soft granite and quartzite rocks Per metre 5470.00
e In hard granite and quartzite rocks Per metre 10175.00
f In dam masonry with softer quality of stone Per metre 2085.00
g In dam masonry with harder quality of stone Per metre 5660.00
9 Boring NX dia, hole with non coring bits in over burden including
boulders
Per metre 950.00
CHAPTER -XV
SURVEY & INVESTIGATION
NOTES.
The rates are inclusive of all taxes, levies, royalty, service tax if applicable, leads of all material required
and contractor's profit etc.
50
S.
No
.
Item UnitRate (in
Rs)
10 Water testing of NX bore holes for permeability Per metre 790.00
11 a Preparation of Jamabandi Per 100
Khasra
210.00
b Preparation of Khasra Per 100
Khasra
150.00
12 Tracing of Sajra Maps
a On lattha cloth Per 100
Khasra
110.00
b On tracing paper Per 100
Khasra
100.00
13 To conduct submergence survey with total station instrument and
prepare 0.50 m interval contour plan including all ancillary works as
described in specifications and conditions of contract.
(a) On Shajra map with marking of existing FRL, MWL, MDDL contours
and dam alignment. Prepare area-elevation and storage -elevation
curves and tables.
Ha. 225.00
(b) Traversing of the catchment area and marking of interceptions
encroachment with calculation of free and intercepted catchments.
Marking of main Nallah and feeders on 1:25000 toposheet including
drawing of L section and X-section of feeders at every 100 m
interval. Listing of distress spots on feeders and properties
(house/well/walls coming under submergence up to existing MWL)
Sq km 2390.00
14 Preparation of L- section along u/s toe, top of embankment and d/s
toe line of existing dam with drawing of X-sections at every 30 m
interval, indicating location and extent of pitching, sluice, face wall,
filter toe, berms. Listing of visible distress in dam -section and spill
and sluice arrangements. Drawing of plan and section at elevation of
existing spill arrangement (overflow/by wash) showing details of d/s
protection works/aprons with block level plan at 10 m grid
covering area 50 m u/s and 100 m d/s. Drawing of plan and sectional
elevation of existing sluice, indicating u/s approach well, barrel and
d/s toe wall up to joining of main canal indicating gate/operation
system arrangement.
(a) Height of Dam less than 10 meter from lowest nalla bed ( For
existing Dam)Km 6400.00
(b) Height of Dam more than 10 meter from lowest nalla bed ( For
existing Dam)Km 9600.00
© For new work of Dam survey above rates to be reduced Km by 25 %
51
S.
No
.
Item UnitRate (in
Rs)
15 Survey with total station instrument and preparation of L - section
and X-section at every 10 m interval, X-section should extend on
both side up to 5m to 20m beyond of bank toe/borrow area. The
location of C.D. works direct out lets (with size & nos.) / cuts,
regulations and existing lining (type and extent) be marked (this shall
be done separately for each main canal, branches/minors/sub minors).
Listing of present status of existing structures and lining reaches
indicating visible distress conditions complete in all respect with
material including jungle clearance required for survey work. digital
plotting of drawings with scale 1:2500 (H) and 1:100 (V) for L-
sections and 1:100 (H&V) for cross sections for main canal / branches
and 1:50 for distributaries and minor/sub-minors including all
ancillary works as described in specifications and conditions of
contract.
(a) For Existing canal having discharge up to 10 cusec Km 3950.00
(b) For Existing canal having discharge 11 to 25 cusec Km 4345.00
(c) For Existing canal having discharge 26 to 100 cusec Km 4800.00
(d) For Existing canal having discharge 101 to 200 cusec Km 5760.00
(e) For Existing canal having discharge 201 to 500 cusec Km 7488.00
(f) For Existing canal having discharge more than 500 cusec Km 12000.00
(g) For new work of Canal survey above rates to be reduced by Km by 25 %
16 (a) Survey of command area with total station instrument and plotting of
contours at 50 cm interval on Shajra map at 30m grid indicating
existing alignment of complete distribution system from main canal
to water course with marking of existing Chak boundaries and out
lets / Nakka points. Traverse and marking of actual irrigated area on
Shajra Plan covered by existing distribution system along with area
under irrigation through lift from canal and submergence. Preparation
of existing Chak wise Khasra list of entire submergence,
command area receiving irrigation from tank submergence, command
area receiving irrigation from tank system complete in all respect
with material including all ancillary works as described in
specifications and conditions of contract.
Ha. 325.00
(b) To conduct revised Chak planning (Where required) including re-
alignment of water course and re-shifting the location of existing
outlets and preparations of revised Chak Khasra list with marking
on the command area plan complete in all respect with material .
Ha. 400.00
17 Procurement /collection of soil samples and filling in containers/boxes
and transporting from site to laboratory for testing with all leads & lift
complete including all charges and indicating location of borrow area
on Index Map.
Per Sample 300.00
52
S.
No
.
Item UnitRate (in
Rs)
18 Procurement /collection of construction material like sand aggregate
stone, brick, water etc and filling in containers/boxes transporting from
site/source/quarry to laboratory for testing with all leads & and lift
complete including all charges and indicating location of source/quarry
on Index-Map.
Per Sample 375.00
19 Geological investigation (where directed) Checking of retrogression
below spill arrangement and suggesting remedial measures for control
of excessive seepage from foundation or body of the dam by the
Geological expert having experience more than 15 years and
submission of final report.
Per day 3290.00
20 (a) Water Sector Engineering Expert having experience more than 25 years
for providing expert opinion on Civil / Mechanical / Electrical &
Electronics, Engineering aspects regarding Dam, Gates, Canal
Rehabilitation, Network Planning, Water Management, Hydrology,
suggesting remedial measures and submission of inspection report and
drawings where ever necessary.
Per day 4500.00
(b) Water Sector Engineering Expert (along with GIS operator) having
experience more than 25 years in engineering field, for providing
expert opinion on use of GIS software in canal Network Planning,
Water Management, Hydrology and submitting detailed task report and
presentation of report.
Per day 5500.00
© Social Scientist having field experience of 10 year to monitor/ conduct
and analyse the socio - economic - demographic data of the benefitted /
affected villages and to prepare report of social impact assesment study
or social management plan.
Per day 1500.00
20 Computing weighted rainfall by utilizing the data collected for 20 to 50
years. Preparation of Thiessen polygon and computing weighted
average rainfall, computing yield from the catchment and comparing
with available storage and if modification required be suggested.
Each
Project5000.00
21 Computation of peak flood, checking of the adequacy of flood
discharge, capacity of existing spill arrangement. In case of existing
spill arrangements are found inadequate, the alternative proposals for
increasing spill capacity without changing the existing MWL or
encroaching the free board be suggested.
Each
Project5000.00
22 Based on the existing cropping pattern, water availability, suitable
percentage of cropping pattern to be suggested after getting approval
from District Agriculture officer and crop water requirement data /
water allowances, finalize the duty and computing B.C. Ratio of the
Project
Each
Project11200.00
23 Preparation of draw-off statement/design of canal section and all
structures and if modification needed anywhere be suggested and
incorporating it in preparation of draw-off statement, design, drawing
etc for complete canal system in all respect with material
Km 2875.00
53
S.
No
.
Item UnitRate (in
Rs)
24 Conducting a joint meeting and walk through survey with department,
WUA and E&M consultant computing the list of works required to be
executed for improvement of overall irrigation efficiency and
finalization of the list in general body meeting of WUA and tentative
rehabilitation (remedial and improvement measures be suggested for
preparation of Draft Detailed Project Report).
Each
Project14500.00
25 Preparation and submission of the Draft Detailed Project Report to
department on good quality papers, excellent printed and bonded set
including all technical features design, drawings, cost estimates etc.
complete in all respect as per guide lines of department in original sets
Three Sets 25000.00
26 Preparation and submission of final Detailed Project Report including
suggestion made by E&M consultant and department in original copies
in three sets.
Three Sets 20000.00
27 Hire charges of total station instrument with operator and staff for
topography 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 in charge; including supply of detailed drawings in
appropriate scale in soft copy & Hard copy complete in all respect.
These rates are including all types of taxes applicable.
Per Day 3750.00
Survey work using Total Station instrument and preparation of Block
level plan, for planning of dam/ canal alignment and superimposing it
on digitalized sajra map and developing contours at interval desired by (i) In hilly / semi hilly area - Block level to be taken @ 10 meter grid / Ha 325.00
(ii) In Plain area - Block level to be taken @ 30 meter grid / Ha 180.00
Planning of tentative allignment for Dam/ Canal on contoured sajra
map and transferring it on ground and taking Levels by double levelling
for L-section and by auto level for X-section, Developing of L-section (i) In hilly / semi hilly area - Levels for L-section & X-section to be
taken 2 interval 5 meter.
Per Km 9600.00
(ii) In Plain area - Levels for L-section & X-section to be taken 2
interval 15 meter.
Per Km 6400.00
29
28
54
NOTES:
1
2
3
I
ii
iii
iv
4
5
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 in mud mortar for
standard height 2.85 m.
(a) Complete rate A Per sqm of
plinth area
2039.00 19.00
(b) Without wood work Per sqm of
plinth area
1873.00 19.00
( c) Without wood work & roofing Per sqm of
plinth area
1652.00 19.00
2 Single country tile roofing resting
over stone masonry in mud mortar for
standard height 2.85 m
(a) Complete rate B Per sqm of
plinth area
1193.00 8.00
(b) Without wood work Per sqm of
plinth area
1031.00 8.00
( c) Without wood work & roofing Per sqm of
plinth area
814.00 8.00
3 Single country tile roofing resting
over mud walls for standard height
2.15 m.
(a) Complete rate C Per sqm 767.00 6.00
(b) Without wood work Per sqm 690.00 6.00
( c) Without wood work & roofing Per sqm 345.00 6.00
4 Veranda type house Kālu roofing
resting on wooden post
D Per sqm 402.00
Rate for compensation of item No.1 to 11 is for following specifications
CHAPTER -XVI
COMPENSATION OF PROPERTIES
PART A : COMPENSATION OF KATCHA HOUSES
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 of individual item exist in house.
S.No.
Mud flooring
Mud plastered walls.
Frame work of M.P. Teak wood Grade-II
Wood 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 section of prevaling Land Acquisition Act published after issuance of this BSR.
55
ItemCategory of
houses.Unit
Rate
(in Rs)
Increase/
decrease in rates
for 5 cm ht.or
part thereof.
S.No.
5 Veranda type house without kelu
roofing with foundations and resting
on wooden port.
(a) Complete rate E Per sqm 378.00
(b) Without roofing Per sqm 140.00
6 Veranda type house without kelu
roofing without foundations and
resting on wooden port.
(a) Complete rate Per sqm 282.00
(b) Without roofing Per sqm 77.00
7 15 cm thick mud roofing with mud
plaster over 10x10 cm size country
wood girder (spacing 80 cm c/c)and
plain country wood planks of
thickness 25 mm.
Per sqm 716.00
8 Mud mortar walls Chabutra one side
attached with main house wall with
standard height of 50 cm
Per sqm 111.00 8.00
9 Mud mortar walls Chabutra with four
independent wall with standard height
of 50 cm.
Per sqm 139.00 10.00
10 Mud wall in mud mortar for boundary
walls of thickness 15 cm. To 22.50
cm with standard height of 1.50 m
from G.L.
Per RM 282.00 8.00
11 Mud wall in mud mortar for boundary
wall of thickness 22.50 cm to 30.00
cm with standard height of 1.50 m
from G.L.
Per RM 333.00 10.00
12 Compensation of Katcha house of
mud/dry stone wall with stone Patti
roofing resting over mud/dry stone
walls in mud/mortar for height of 2.85
m
a With wood work Per sqm of
plinth area
1573.00 6.00
b Without wood work Per sqm of
plinth area
1493.00 6.00
13 Compensation of Katcha houses of
mud walls with C.G.I. roofing resting
over mud walls in mud mortar for
height of 2.15 m.
a With wood work Per sqm of
plinth area
852.00 6.00
56
ItemCategory of
houses.Unit
Rate
(in Rs)
Increase/
decrease in rates
for 5 cm ht.or
part thereof.
S.No.
b Without wood work Per sqm of
plinth area
777.00 6.00
14 Sheds attached with houses covered
with C.G.I. sheets & resting over
stone Patties /angle / iron pipes/bellies
etc. of 2.15 m. height without
foundation complete.
Per sqm of
plinth area
178.00 6.00
15 Compensation of trees
(a) Rate of Neem, Babul, Ardu and
Khajur and type of trees not included
in item No.15 ( c)
Girth of Tree
(i) 12 - 20 cm Each 50.00
(ii) 21 - 30 cm Each 80.00
(iii) 31 - 46 cm Each 134.00
(iv) 47 - 61 cm Each 242.00
(v) 62 - 76 cm Each 483.00
(vi) 77 - 91 cm Each 722.00
(vii) 92 - 107 cm Each 1343.00
(viii)108 - 122 cm Each 1845.00
(ix) 123 - 137 cm Each 2232.00
(x) 138 - 152 cm Each 2485.00
(xi) 152 cm & above. Each 2935.00
(b) Rate of Bamboo tree
(i) up to 10 cm girth 3 to 4 meter height Each 23.00
(ii) up to 12 cm girth up to 5 meter height Each 41.00
(iii) up to 15 cm girth above 5 meter
height
Each 50.00
PART B : COMPENSATION OF TREES.
57
NAME OF
TREES
10 20 21-30 20-35 10- 30 31-60 61-80 81-120 121-150 151-180 181-210 211-240 241-270 271-300 301-320331-
Above.
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
AAM DESI - - - 1207 1390 1735 2552 3495 4023 4576 5104 5657 6187 6764 7354
AAM KALMI - - - 2022 2255 2647 3470 4349 4804 5356 5921 6475 7041 7581 8009
AMROOD - - - 879 1308 1709 - - - - - - - - -
NIMBO 705 - 980 - - - - - - - - - - - -
SITAFAL 245 - 326 - - - - - - - - - - - -
IMALI - - - 145 326 671 1436 2255 2692 3207 3697 4187 4677 5129 5556
ANAR 540 968 - - 1143 - - - - - - - - - -
KARONDA 314 440 - - 654 - - - - - - - - - -
AMALA - - - 849 1064 1409 2263 3169 - - - - - - -
KRINTH - - - 120 228 621 1207 2000 2352 - - - - - -
LASODA - - - 540 817 1231 1977 2967 3333 - - - - - -
NAME OF
TREES
1 6
ORANGE
5 cm to 7.5 cm
or
(more than 2"
to 3")
More than 7.5
cm to 12.5 cm or
(more than 3" to
5")
More than 12.5
cm to 20 cm or
(more than 5" to
8")
391
ITEM NO.15 ( C) FOR FRUIT BEARING TREES. (RATES IN RS)
MEASUREMENT OF ITEM OF THE FRUIT BEARING TREE IN CMS. (Perimeter of Stem)
ITEM NO.15 ( d) FOR ORANGE TREES. (RATES IN RS)
MEASUREMENT OF ITEM OF THE FRUIT BEARING TREE IN CMS. (Perimeter of Stem)
781 1850
More than 20 cm to
35 cm or
(more than 8" to
14")
More than 35 cm to
45 cm or
(more than 14" to
18")
More than 45 cm or
(more than 18")
586 2734
Note :- 1. Measurement of the perimeter of stem should be measured within 15 cm from ground level.
2 3 4 5 7
195
58
PART C : COMPENSATION OF PUCCA HOUSES
NOTES:
1
2
3
4
5
Items UnitRate (in
Rs)
1 Rate for compensation of Pucca house including
excavation, masonry work plaster work in any
mortar, flooring, roofing wood work etc. complete
in all respect as per standard specification for
standard height of 3.00 m.
a Normal finish and average condition and 3 m.
height
Per sqm of
plinth area
2391.00
b If C.G.I. Sheet roofing is provided in place of
Patti/RCC roofing
Per sqm of
plinth area
1951.00
c If Kelu roofing is provided in place of Patti / RCC
roofing
Per sqm of
plinth area
1859.00
d If country tile roofing is provided in place of Patti
/ RCC roofing
Per sqm of
plinth area
1815.00
2 Add/deduct from item No.1 of standard height of
3.0 m increase/ decreases
a Up to 0.50 m 10%
b beyond 0.50 m 20%
3 Rate for masonry compound wall in lime/cement
mortar up to 1.0 m
Per RM 733.00
4 Added extra for each 0.50 m height of boundary
wall over item, 3
Per RM 211.00
5 Add for platform/courtyard with average flooding Per Sqm 480.00
6 Rate for compensation of historical building i.e.
Garh, Monuments, Temples etc.
Per sqm of
covered area
3669.00
S.No.
These rates are inclusive of all lead and lifts of the material scaffolding, cantering,
shuttering required for construction of building.
These rates of compensation shall be applicable on properties for which Gazette
notification under 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 on
account of depreciation is required.
59
Notes :-
1
2
3
4
5
6
7
8
9
S.No. Item
1 Rate for compensation of cement
concrete/RCC/ wells/ Dohri including
sinking or digging of wells in all types of
strata and construction of ancillary
structures like Dhana, Kheli, Kundi,
Platform etc. excluding pump house as
per given below (Rate in Rs)
Depth in Metre
1.50 m & less2.0 M 3.0 M
4.0 M &
above.
2 8388 10989 18538 27595
3 12582 16483 27806 41394
4 16775 21976 37074 55193
5 20971 27472 46344 68992
6 26003 33763 56618 84299
7 32714 42570 70878 104430
8 41101 53683 88284 128965
9 49700 64798 106107 153710
10 57877 75283 122675 177405
11 64587 83880 136934 197328
12 72975 95413 154338 222281
13 83460 109044 175308 251639
14 94156 122464 196488 279949
15 104430 135676 217879 310565
16 114707 149306 238848 339923
17 127288 165453 263802 374523
18 140708 182648 290434 411010
19 153291 199214 316017 446240
Internal Diameter in metre
The awards of issued prior to issue 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 and
lowest of masonry level.
In case of Dohri 10% extra on the cost stated in item no (3) shall be paid for approaches and ancillary
For intermediate internal diameter and depth cost will be worked out by linear interpolation
The rates are inclusive of digging of wells in dry/moist/ saturated/ wet conditions including
dewatering.
PART D : COMPENSATION OF WELLS.
The rates for compensation of wells are for the wells constructed in cement or lime mortar masonry
including excavation in all types of strata and construction of ancillary structures like Dhana, Kheli,
Kundi, platform etc. but excluding pump house.
For pump house the payment shall be made on plinth area basis as per item No.5
These rates are inclusive of all lead and lifts of the material scaffolding, centring, shuttering required
for construction of wells.
60
S.No. Item
20 165662 213473 338035 477067
2 Rate for compensation of cement or lime
mortar masonry wells including
excavation in all types of strata and
construction of ancillary structures like
Dhana, Kheli, Kundi, Platform etc.
excluding pump house as per given below
(Rate in Rs)
Depth in Metre
1.50 m & less2.0 M 3.0 M
4.0 M &
above.
2 21976 27513 37042 47107
3 32965 41268 55561 70659
4 43952 55026 74082 94214
5 54941 68781 92603 117767
6 66475 83544 112398 143645
7 73186 93610 126869 163061
8 74234 96966 132865 172458
9 76121 100321 139241 182230
10 78511 105059 146999 195272
11 80859 110721 157275 211376
12 83880 117432 174573 229830
13 87235 124476 181810 249542
14 90590 131902 195021 270511
15 93946 139575 208356 291482
16 97301 147293 222491 313081
17 100655 155388 236205 335183
18 104010 163356 251011 357661
19 107366 171450 265394 380478
20 110721 180133 280493 387552
3 Rate for compensation of dry stone
masonry wells including excavation in all
types of strata and construction of
ancillary structures like Dhana, Kheli,
Kundi, Platform etc. excluding pump
house as per given below (Rate in Rs)
Depth in Metre
1.50 m & less2.0 M 3.0 M
4.0 M &
above.
2 6962 9813 14092 18872
3 10444 14721 21180 28310
4 13925 19627 28100 37746
5 17406 24535 35229 47307
6 21809 31246 44960 60394
7 25164 37241 53683 73395
8 26841 40597 60058 82832
9 28182 43952 66264 92603
Internal Diameter in metre
Internal Diameter in metre
61
S.No. Item
10 30197 48650 73814 105689
11 32881 54313 84215 121836
12 35860 61023 95623 139870
13 39256 68153 108706 160001
14 42570 75911 121836 180761
15 45924 83252 135550 201941
16 49280 90590 149306 223454
17 53893 98978 163398 245559
18 55990 107366 177825 267786
19 59346 115419 192294 274077
20 62701 123513 207350 314549
4 Rate for compensation of Katcha
exclusively for digging of Katcha well in
all type of strata as per table given below
rate in Rs
Depth in Metre
2.0 m 3.0 M
2 594 1384
3 1186 2766
4 1976 4347
5 2766 6322
6 3754 8496
7 5137 11459
8 6521 14621
9 7902 17979
10 9484 21337
11 11071 24697
12 12645 28054
13 14225 31414
14 15805 34772
15 17386 38132
5 Rate for compensation of pump house
including excavation masonry works,
plaster work flooring, roofing, wood work
etc. complete in all respect as per standard
specification for any height.
Per Sqm
of plinth
area
1797.00
15018
20350
26079
32006
Internal Diameter in metre
50380
56504
62629
68753
38132
44255
Note : The following deduction shall be made where these
items do not exist at site
4.0 M
2570
4741
7902
11262
62
S.No. Item
(a) Dhana Each 2964.00
(b) Door Per Sqm 494.00
© Flooring Per Sqm 911.00
(d) Plaster Per Sqm 39.00
PART E :COMPENSATION OF DOL/DANGAR
NOTES:-
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.
1 Rate for compensation of earthwork for
bunds for Doll/Dangar in all type of soil
a Up to 0.30 m height Per RM No payment
b Above 0.30 m to 0.50 m height Per RM 17.00
c Above 0.50 m to 1.00 m height Per RM 38.00
d Above 1.00 m to 1.50 m height Per RM 92.00
e Above 1.50 m height Per RM 143.00
2 Rate for compensation of stone Patti
fencing height 1.20 m and thickness 5 cm.
Per RM 83.00
3 Compensation for dry weathered / rolled
stone masonry wall for boundary wall of
thickness 50 cm or more with standard
height of 1 m from ground level.
Per Cum 114.00
63
S. No. Name of Tests Ref. IS-CodeTotal Testing
Charges in Rs.
A SOIL
1Atterburgs’s (Liquid Limit, Plastic Limit and
Shrinkage Limit)2720-V 700
2 Swelling Pressure Index 800
3 Dissolve salts 300
4 Determination of carbonates and sulphates 550
5 Sieve Analysis (Dry Test) 2720-IV 1000
6 Sieve Analysis (Wet Test) 2720-IV 1450
7 Standard Proctor Test 2720-VII 700
8 Modified Proctor Test 1100
9 Natural moisture Content 2720-II 250
10 Classification of Soil 1498 1500
11 Permeability Test 2720-XVII 1500
12 Specific Gravity Test 2720-III 500
13California Bearing Ratio Test ( At soaked
condition)1000
14California Bearing Ratio Test ( At unsoaked
condition)700
B AGGREGATE1 Sieve Analysis and fineness modulus 2386-I 500
2 Impact Test 2386-IV 500
3Water Absorption and specific gravity of
aggregate2386-III 500
4 Moisture content of coarse aggregate 250
5 Flakiness Index 2386-I 250
6 Elongation Index 250
7 Crushing Value 2386-IV 600
8 Abbrassion Test 800
C1 Water Absorption and Specific Gravity Test 2386-III 500
2 Bulk density Test 2386-III 300
3 Sieve analysis and Fineness Modulus 2116 500
4 Silt & Clay Contents 2386-II 275
5 Organic impurities 250
6 Bulking Test 2386-III 275
7 Bulking of sand at different moisture contenet 700
8 Moisture content of fine aggregate 250
D
1Compressive Strength of C.C. cubes (per three
cubes cushed only)IS-456 300
CEMENT MORTAR/CONCRETE
CHAPTER -XVII
TESTING CHARGES OF MATERIALS
(Water Resources Quality Control Laboratory)
FINE AGGREGATE / SAND
64
S. No. Name of Tests Ref. IS-CodeTotal Testing
Charges in Rs.
2Compressive Strength of C.C. cubes (if three
cubes are to be prepared, cured and crushed )IS-456 550
3Compressive Strength of mortar cubes (per three
cubes)IS-2250 250
4Compressive Strength of mortar cubes (if cubes
are to be prepared for per three cubes)IS-2250 358
5 Flexural strength 10000
6 Concrete Mix Design IS-10262 10000
E CEMENT1 Consistency Test IS-4031-IV 275
2 Compressive Strength IS-4031-VI 770
3 Initial & Final Setting Time IS-4031-V 425
4 Fineness of cement by sieving 250
5 Specific gravity of cement 250
6 Soundness test by Le-Chattelier appratus 500
F MATERIAL TESTING1 Compressive Strength Test 3495-I 500
2 Water Absorption Test 3495-II 275
3 Efflorescence Test 3495-III 350
4Testing of steel ( yield strength, ultimate strength,
percentage elongation and rebound test)1250
5 Compressive strength of stone 500
6 Water absorbation of stone 275
H FIELD TEST
1Field Density by sand Replacement method (each
test)2720-XXVIII 2000
2 Field Density by Core cutter method (each test) 2720-XXIX 1000
3Compressive Strength of C.C. core Specimen
supplied by the client (per specimen)516 400
4 Slump Test (each Test) 1199 22
5Collection of soil samples from Borrow area
(each sample)150
6 Field CBR 5000
7 Standard Penitration test ( only for N value) 5000
8Neutron Probe Test (Moisture Density Test at site
by Lab. Staff.)
Rs. 100* Charges per Test
Minimum charges Rs 2000.00 per trip
65
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