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GOVERNMENT OF RAJASTHAN
WATER RESOURCES DEPARTMENT
BASIC SCHEDULE OF RATES
DISTRICT : JODHPUR(EFFECTIVE FROM / /2014)
CHIEF ENGINEER
WATER RESOURCES DEPARTMENT
RAJASTHAN, JAIPUR
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 ........ 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 225
(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 225.00
3 Helper for Carpenter /Black smith / Mechanic/Electrician /
Plumber / Steel fabricator /Fitter / Driller / Truck / Tractor
/Compressor/ Jack Hammer /Dumper
Per Day 300
4 (a) Security Guard with licensed gun owned by him Per Day 325
(b) Security Guard without gun Per Day 300
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 270.00
(b) Grade II Per Day 225.00
8 Chawalia Per Day 300.00
9 Operator for Jack Hammer/ Vibrator/ Pneumatic Tamper or
pavement Breaker/shot-crete placer
Per Day 330
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 400.00
(b) Grade II Per Day 375.00
15 Mason/ Painter/ Carpenter/ Electrician /Black smith / plumber
(a) Grade I Per Day 500.00
(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 320
19 Driver with life jackets and all accessories for working under
water. Duty hours at site
Per Hour 400
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 580.00
(b) 80 to 40 mm size Cum 630.00
(c) 40 to 20 mm size Cum 800.00
(d) 20 to 10 mm size Cum 830.00
(e) 10 to 4.75 mm size Cum 860.00
(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 493.00
(b) 80 to 40 mm ( Hand broken) Cum 536.00
(c) 40 to 20 mm ( Hand broken) Cum 680.00
(d) 20 to 12.5 mm ( Hand broken) Cum 706.00
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 780.00
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 710.00
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 1762.00
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 1678.00
(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 1845.00
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.
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.
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 650.00
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 400.00
b Quarry rubish not more than 10 cm in size including all lead and lift. Cum 380.00
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 780.00
(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 750.00
(c ) Stones for Rip Rap at least one side not less than 23 cm in size
including all lead and lift.
Cum 670.00
(d ) Stones for Rip - Rap at least one side not less than 15 cm in size. Cum 630.00
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 700.00
12 Sand (Un-screened) including all lead and lift. Cum 740.00
13 Sand screened and free from organic and deleterious material including
all lead and lift.
Cum 851.00
14 Natural Aggregate including all lead and lift.
(a) 150 to 80 mm size Cum 494.00
(b) 80 to 40 mm size Cum 534.00
(c) 40 to 20 mm size Cum 670.00
(d) 20 to 10 mm size Cum 735.00
(e) 10 to 4.75 mm size Cum 761.00
15 Morrum or Murda including all lead and lift. Cum 245.00
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. 4800.00
(b) Well burnt clay bricks ( size 230x110x70 mm) class designation 75 as
per specification
1000 Nos. 4200.00
(c) Comman burnt clay bricks ( size 230x110x70 mm) class designation 50
as per specification
1000 Nos. 3800.00
(d) Brick bats Cum 500.00
(e) Supply of pucca clay tiles (size 30 x 15 x 5 cm) class designation 105
as per IS:3367-1993
1000 Nos. 4900.00
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 18.00
(b) 150 x 300 mm size Each 12.00
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 495.00
5
Item UnitS.NoRate in Rs
(b) Length up to 1.50 m to 2.50 m and thickness 70 mm and above Sqm 600.00
(c) Length up to 2.50 m to 4 m and thickness 80 mm and above Sqm 700.00
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 450.00
(b) 126 to 150 mm thick Sqm 550.00
(c) 151 to 200 mm thick Sqm 650.00
21 Fly ash confirming to IS 3812-1981( in bags) 20 Kg in weight
including all lead and lift.
Per bag 40.00
22 Chemical for curing as per ASTM Per Lit 50.00
23 Empty bag of 50 kg capacity in good condition
(a) Jute Each 15.00
(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 180.00
(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 230.00
26 Cost of Diesel Lit 59.00
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
1
2
3
4
i
ii
5
Labour Material Total
1 (i)
(a) 580.00 580 Cum
(b) 630.00 630 Cum
(c) 800.00 800 Cum
(d) 830.00 830 Cum
(e) 860.00 860 Cum
(ii)
(a) 150 to 80
mm size493.00 Cum
(b)
536.00 Cum
(c)
680.00 Cum
(d)
706.00 Cum
2
780.00 780 Cum
3
Say 710.00 710 Cum
4
(a) 351.00 429.00
351.00 429.00 70.2 85.8
421.20 514.80
(b)
400.00 500.00
189 141.75
400.00 40.00
681.75 0.00
(c) Other
charges.
i 681.75 20.45
ii 681.75 6.82
iii 681.75 68.18
iv 681.75 48.13
88.63 54.95
1191.58 569.75
Income tax 2.06% + Sale tax
Sub toatl ' c '
Total of (a+b+c)
0.75 Beldar for sorting and
1/10 mistry
Sub toatl 'b'
T&P Labour welfare @ 3%
Sundries 1%
Contractor's profit @ 10%
C.R. Masonry stone for face work of massive
Rate as per item No. 2
Add extra for wastage
Sub toatl 'a'
Add extra for
1.25 stone dressers for dressing of
Hand broken stone aggregate of various sizes
80 to 40 mm ( Hand broken)
40 to 20 mm ( Hand broken)
20 to 12.5 mm ( Hand broken)
Stones for Random Rubble masonry work at
Stones for Random Rubble masonry, at least
Crusher broken stone aggregate of various
150 to 80 mm size
80 to 40 mm size
40 to 20 mm size
20 to 10 mm size
10 to 4.75 mm size
Effective height of stacks for various materials shall be as under:
Stone,boulders,brick bats,morrum,sand,surkhi,flyash etc. 85 % of Av. Ht.
Un-slacked lime, aggregates etc. 90% of Av. Ht.
These rates are for analysis and estimation purpose only.
S. No. ItemBasic rate
in Rs
Rate in Rs Total
Including
contractor
Unit
CHAPTER - II
SUPPLY OF MATERIALSNOTES:
These rates are at work site inclusive of all leads and also inclusive of all taxes, levies, turn over tax, income tax,
The rates are also inclusive of making proper approaches to quarry, removal of over-burden and other essential
Measurments shall be made on the basis of stacks and effective height for payment purpose will be as prescribed
Say 1192.00 570.00 1762 Cum
5 (a)
(a) 319.50 390.50
319.50 390.50 63.9 78.1
383.40 468.60
(b)
400.00 500.00
189.00 141.75
400.00 40.00
681.75 0.00
(c) Other
charges.
i 681.75 20.45
ii 681.75 6.82
iii 681.75 68.18
iv 681.75 48.13
88.63 54.95
1153.78 523.55
Say 1154.00 524.00 1678 Cum
(b)
1154.00 524.00
115.40 52.40
1269.40 576.40
Say 1269.00 576.00 1845 Cum
6
650.00 650 Cum
7 (a)
400.00 400 Cum
b 380.00 380 Cum
8 (a)
780.00 780 Cum
(b)
750.00 750 Cum
(c )
670.00 670 Cum
(d ) 630.00 630 Cum
9 280.00 280 Bag
10 3500.00 3500 Cum
11 700.00 700 Cum
12
740.00 740 Cum
13
851.00 851 Cum
14
(a)
494.00 494 Cum
(b)
534.00 534 Cum
(c)
670.00 670 Cum
40 to 20 mm size
Surkhi pulverized as per IS specification i.e.,
Sand (Un-screened) including all lead and
Sand screened and free from organic and
Natural Aggregate including all lead and lift.
150 to 80 mm size
80 to 40 mm size
Pitching stones atleast 75% stones to be more
Pitching stones atleast 75% stones to be more
Stones for Rip Rap at least one side not less
Stones for Rip - Rap at least one side not less
Cement (in bags) 50 Kg in weight. As per IS
Un Slaked Lime.(Sojat or equivalent)
C.R. stones headers, hammer dressed
Rate as per item No. 5 (a) above
Add 10% extra for headers
Stones for soling , boulder for rock toe, toe
Quarry spalls properly screened and graded
Quarry rubish not more than 10 cm in size
T&P Labour welfare @ 3%
Sundries 1%
Contractor's profit @ 10%
Income tax 2.06% + Sale tax
Sub toatl ' c '
Total of (a+b+c)
Sub toatl 'a'
Add extra for
1.25 stone dressers for dressing of
0.75 Beldar for sorting and
1/10 mistry
Sub toatl 'b'
C.R. Masonry stone for face work of general
Rate as per item No. 3
Add extra for wastage
(d)
735.00 735 Cum
(e)
761.00 761 Cum
15
245.00 245 Cum
16
(a) 48.00 48 Kg.
(b) 50.00 50 Kg.
(c) 55.00 55 Kg.
17
(a)4800.00 4800 1000 Nos.
(b)4200.00 4200 1000 Nos.
(c)3800.00 3800 1000 Nos.
(d) 500.00 500 Cum
(e)4900.00 4900 1000 Nos.
18
(a) 18 18 Each
(b) 12 12 Each
19
(a) 495 495 Sqm
(b) 600 600 Sqm
(c) 700 700 Sqm
20
(a) 450 450 Sqm
(b) 550 550 Sqm
(c) 650 650 Sqm
21 40 40 Per bag
22 50 50 Per Lit
23
a. Jute 15 15 Each
b. 5 5 Each
24 150 150 Kg.
25 (a) 180 180 Each
(b) 230 230 Each
26 59 59.00 Lit
27 70.00 70 Kg
28 120.00 120 Kg
29 6.00 6 RM
30 18.00 18 Each
31 3600.00 3600 Each
32 40.00 40 Each
33 190.00 190 Kg
34 110.00 110 Mt
35 45.00 45 Each
36 45.00 45 Each
37 650.00 650 Each
38 260.00 260 Mt
Hose clamps
Valve 3" dia
Suction pipe 3" dia
Ordinary detonator
Drill Rod 800 mm long
Electric Detonator
Sealing Compound
Air hose double braided
Claw coupling
Distance stone well dressed of required shape
Distance stone well dressed of required shape
Cost of Diesel
Amonium nitrate
Gelatin
Fuse Coil
151 to 200 mm thick
Fly ash confirming to IS 3812-1981( in bags)
Chemical for curing as per ASTM
Empty bag of 50 kg capacity in good
Plastic / Polythene
ISI marked low Density Poly Ethylene
Length up to 1.50 m and thickness 50 mm
Length up to 1.50 m to 2.50 m and thickness
Length up to 2.50 m to 4 m and thickness 80
Cut stone sills, slab, or lintels one face plain
100 to 125 mm thick
126 to 150 mm thick
Brick bats
Supply of pucca clay tiles (size 30 x 15 x 5
cm) class designation 105 as per IS:3367-
1993Hydraulically compressed P.C.C. tiles 40 mm
300 x 300 mm size
150 x 300 mm size
Stone patties edges hammer dressed
HYSD steel bars as per IS 1786-1985
Structural steel
Supply of bricks as per IS : 1077-1992
Well burnt clay bricks ( size 230x110x70
mm) class designation 100 as per
specificationWell burnt clay bricks ( size 230x110x70
mm) class designation 75 as per specification
Comman burnt clay bricks ( size 230x110x70
mm) class designation 50 as per specification
20 to 10 mm size
10 to 4.75 mm size
Morrum or Murda including all lead and lift.
Supply of Steel including all lead and lift.
Mild steel and medium tensile steel bars as
39 500.00 500 Each
40 550.00 550 Mt.
41 3500.00 3500 Each
42 7200.00 7200 Each
43 10800.00 10800 Each
44 17500.00 17500 Each
45 2500.00 2500 Each
46 3800.00 3800 Each
47 5500.00 5500 Each
48 1500.00 1500 Each
49 30.00 30 Each
50 150.00 150 lit
51 1600.00 1600 Each
52 1400.00 1400 Each
53 1400.00 1400 Each
54 5500.00 5500 Each
55 550.00 550 Mt
T.C.T. Cross bit
GI/MS pipe 65 mm dia
Water Body
Water body washer
Lubricating oil
Grinding wheel
Bit adopter
Shank adopter
Extention Rod 1¼" hex 1600 mm
Extention Rod 1¼" hex 2400 mm
Extention Rod 1¼" hex 3200 mm
Coupling sleeves1¼"
Shank Rod
Bit 48 mm dia
Foot Valve 3"
GI pipe 3" dia
Extention Rod 1¼" hex 800 mm
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 69.00
(e) Lead up to 4 Km. Cum 76.00
(f) Lead up to 5 Km. Cum 82.00
(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
S.
no
Rate
in `
Unit
1
(a)
(i) 5.00 Cum
(ii)
1 30.00 minutes
2 2.00 minutes
3 1.20 minutes
4 13.00 minutes
5 1.00 minutes
Total 47.20 minutes
(iii) 8 hours
i 8 x 60 10.17 Nos
47.20 Say 10.20 Nos
51.00 Cum
1 1000.00 0
2
13.2 59.00 0.20 155.76
1155.76
stone, Aggregate, Ballast, Timber, Sand, Lime, Surkhi, Fly-ash, Morrum, Kanker
etc.
Carrige charges per cum excluding loading and unloading
loading time for 5 m3
by manual labour
Unloading, turning and acceleration time
Actual distance for lead purpose will be reckoned by the shortest practicable route.
These rates are inclusive of the cost of all ancillary operations including construction and maintenance of
haul roads .
Carriage of Materials by mechanical transport including loading, unloading and
stacking , if stacking is not required no deduction is to be done
Cost of Diesel including POL @ 0.2 litre per kms for pucca route
Hire Charges of truck per shift of 8 hours excluding diesel but including oils
No. of trips in one shift
Quantity transported
Travel time(average speed 25 kms per hour on haul roads.)
CHAPTER - III
Pucca
NOTES :
The rates of this chapter shall be applicable only when leads exceed 250 metres except mentioned
otherwise.
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.
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.
Item
Item No. 4 will not be applicable for items of chapter – II
Operating efficiency per working shift.
Lead upto ½ Km.
CARRIAGE OF MATERIALS
Quantity per trip (average)
Cycle time
Time lost in pit and initial acceleration.
Travel time(average speed 30 kms per hour return.)
Cost of carrige per shift
19
= 1155.76 / 51.00 22.66
30.00 Per Cum
52.66
Say 53.00 Cum
(b)
(i) 5.00 Cum
(ii)
1 30.00 minutes
2 2.00 minutes
3 2.40 minutes
4 13.00 minutes
5 2.00 minutes
Total 49.40 minutes
(iii) 8 hours
i 8 x 60 9.72 Nos
49.40 Say 9.70 Nos
48.50 Cum
11000.00
0
2
22.4 59.00 0.20 Per litre 264.32
1264.32
= 1264.32 / 48.50 26.07
30.00 Per Cum
56.07
Say 56.00 Cum
(c)
(i) 5.00 Cum
(ii)
1 30.00 minutes
2 2.00 minutes
3 4.80 minutes
4 13.00 minutes
5 4.00 minutes
Total 53.80 minutes
Quantity per trip (average)
loading time for 5 m3
by manual labour
Travel time(average speed 25 kms per hour on haul roads.)
Lead upto 1 Km.
Cycle time
Add for Loading, Unloading and Stacking by Mechanical Means
Add for Loading, Unloading and Stacking by Mechanical Means
Pucca
Travel time(average speed 30 kms per hour return.)
loading time for 5 m3
by manual labour
Time lost in pit and initial acceleration.
Cost of Diesel including POL @ 0.2 litre per kms for pucca route
Carrige charges per cum excluding loading and unloading
Operating efficiency per working shift.
Quantity per trip (average)
Unloading, turning and acceleration time
Travel time(average speed 30 kms per hour return.)
Cycle time
Unloading, turning and acceleration time
Cost of carrige per shift
Lead upto 2 Km.
No. of trips in one shift
Quantity transported
Hire Charges of truck per shift of 8 hours excluding diesel but including oils
& lubricants. @
Time lost in pit and initial acceleration.
Travel time(average speed 25 kms per hour on haul roads.)
20
(iii) 8.00 hours
i 8 x 60 8.92 Nos
53.80 Say 8.90 Nos
44.50 Cum
1
1000.00
0
2
38.6 59.00 0.20 Per litre 455.48
1455.48
= 1455.48 / 44.50 32.71
30.00 Per Cum
62.71
Say 63.00 / Cum
(d)
(i) 5.00 Cum
(ii)
1 30.00 minutes
2 2.00 minutes
3 7.20 minutes
4 13.00 minutes
5 6.00 minutes
Total 58.20 minutes
(iii) 8.00 hours
i 8 x 60 8.25 Nos
58.20 Say 8.20 Nos
41.00 Cum
1
1000.00
0
2
52.2 59.00 0.20 Per litre 615.96
1615.96
Add for Loading, Unloading and Stacking by Mechanical Means
Operating efficiency per working shift.
Cost of carrige per shift
No. of trips in one shift
PuccaCost of carrige per shift
Carrige charges per cum excluding loading and unloading
Lead upto 3 Km.
Time lost in pit and initial acceleration.
Quantity transported
Cost of Diesel including POL @ 0.2 litre per kms for pucca route
No. of trips in one shift
Quantity transported
Pucca
Hire Charges of truck per shift of 8 hours excluding diesel but including oils
& lubricants. @
Travel time(average speed 25 kms per hour on haul roads.)
Unloading, turning and acceleration time
Travel time(average speed 30 kms per hour return.)
Operating efficiency per working shift.
Cycle time
loading time for 5 m3
by manual labour
Quantity per trip (average)
Hire Charges of truck per shift of 8 hours excluding diesel but including oils
& lubricants.
Cost of Diesel including POL @ 0.2 litre per kms for pucca route
21
= 1615.96 / 41.00 39.41
30.00 Per Cum
69.41
Say 69.00 Cum
(e)
(i) 5.00 Cum
(ii)
1 30.00 minutes
2 2.00 minutes
3 9.60 minutes
4 13.00 minutes
5 8.00 minutes
Total 62.60 minutes
(iii) 8.00 hours
i 8 x 60 7.67 Nos
62.60 Say 7.70 Nos
38.50 Cum
1
1000.00
0
2
64.6 59.00 0.20 Per litre 762.28
1762.28
= 1762.28 / 38.50 45.77
30.00 Per Cum
75.77
Say 76.00 Cum
(f)
(i) 5.00 Cum
(ii)
1 30.00 minutes
2 2.00 minutes
3 12.00 minutes
4 13.00 minutes
5 10.00 minutes
Unloading, turning and acceleration time
Travel time(average speed 30 kms per hour return.)
Add for Loading, Unloading and Stacking by Mechanical Means
Add for Loading, Unloading and Stacking by Mechanical Means
Operating efficiency per working shift.
No. of trips in one shift
Quantity transported
Time lost in pit and initial acceleration.
loading time for 5 m3
by manual labour
Travel time(average speed 25 kms per hour on haul roads.)
Carrige charges per cum excluding loading and unloading
Travel time(average speed 25 kms per hour on haul roads.)
Quantity per trip (average)
Lead upto 5 Km.
Cycle time
Quantity per trip (average)
Lead upto 4 Km.
Cycle time
loading time for 5 m3
by manual labour
Travel time(average speed 30 kms per hour return.)
Time lost in pit and initial acceleration.
Pucca
Hire Charges of truck per shift of 8 hours excluding diesel but including oils
& lubricants. @
Cost of Diesel including POL @ 0.2 litre per kms for pucca route
Cost of carrige per shift
Unloading, turning and acceleration time
22
Total 67.00 minutes
(iii) 8.00 hours
i 8 x 60 7.16 Nos
67.00 Say 7.20 Nos
36.00 Cum
1
1000.00
0
2
75 59.00 0.20 Per litre 885.00
1885.00
= 1885.00 / 36.00 52.36
30.00 Per Cum
82.36
Say 82.00 Cum
(g) 4.80 Cum
(i)
(i) 5.00 Cum
(ii)
1 30.00 minutes
2 2.00 minutes
3 40.00 minutes
4 8.00 minutes
5 30.00 minutes
Total 110.00 minutes
(iii) 8.00 hours
i 8 x 60 4.36 Nos
110.00 Say 4.36 Nos
21.82 Cum
1
1000.00
0
Add for Loading, Unloading and Stacking by Mechanical Means
Quantity transported
No. of trips in one shift
Travel time(average speed 40 kms per hour on haul roads.)
Unloading, turning and acceleration time
Travel time(average speed 40 kms per hour return.)
Quantity per trip (average)
Cycle time
PuccaCost of carrige per shift
Operating efficiency per working shift.
No. of trips in one shift
Lead upto 20 Km.
Lead beyound 5 km. But up to 20 km. for each subsequent km
Quantity transported
Hire Charges of truck per shift of 8 hours excluding diesel but including oils
& lubricants. @
Cost of Diesel including POL @ 0.2 litre per kms for pucca route
Carrige charges per cum excluding loading and unloading
Time lost in pit and initial acceleration.
Operating efficiency per working shift.
Hire Charges of truck per shift of 8 hours excluding diesel but including oils
& lubricants. Rs.
loading time for 4 m3
by manual labour
PuccaCost of carrige per shift
23
2
90.27272727 59.00 Per litre Rs. 2360.00
Rs. 3360.00
= 3360.00 / 21.82 154.00
Say Rs. 154.00 / Cum
= 154.00 - 82.00 = 72.00
or per km = 4.80
Say 4.80 P km
(h) 4.30 Cum
(i) 3.80 Cum
4
(a)
1 8.00 M.T.
2
(i) 60.00 minutes
(ii) 2.00 minutes
(iii) 1.20 minutes
(iv) 30.00 minutes
(v) 1.00 minutes
Total 94.20 minutes
3 8 hours
i 8 x 60 5.10 Nos
94.20 Say 5.50 Nos
44.00 M.T.
1 1000.00 0
2
6.5 59.00 Per litre 0.2 76.70
Rs. 1076.70
= 1076.70 / 44.00 24.47
30.00 Per MT
54.47
Say 54.00 M.T.
(b)
96.40 minutes
4.98 Nos
8.00 M.T.
Add for Loading, Unloading and Stacking by Mechanical Means
No. of trips in one shift
Total load carried 4.50 x 8 =
loading time for 8 tonne by manual labour
Cost of carrige per shift
Operating efficiency per working shift.
Lead beyound 50 km. for each subsequent km
Carrige charges per cum excluding loading and unloading
Cost of Diesel including POL @ 0.2 litre per kms for pucca route
Difference between 5.0 km lead charges and 20 km lead charges i.e. 15 km
Carrige charges per tonne excluding loading and unloading
Pucca
Travel time(average speed 25 kms per hour on haul roads.)
Time lost in pit and initial acceleration.
Lead beyound 20 km. But up to 50 km. for each subsequent km
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.
Cycle time
Unloading, turning and acceleration time
Lead upto ½ Km.
Quantity per trip (average)
Load carried per trip in 7 to 10 tonnes carrier
Lead upto 1 Km.
Cycle time
No. of trips in one shift
Travel time(average speed 30 kms per hour return.)
Hire Charges of truck per shift of 8 hours excluding diesel but including oils
Cost of Diesel including POL @ 0.2 litre per kms for pucca route
24
39.83 M.T.
1 1000.00 0
2
10.96 59.00 Per litre 0.2 129.31
1129.31
= 1129.31 / 39.83 28.35
30.00 Per MT
58.35
Say 58.00 M.T.
(c)
1 8.00 M.T.
2
(i) 60.00 minutes
(ii) 2.00 minutes
(iii) 4.80 minutes
(iv) 30.00 minutes
(v) 4.00 minutes
Total 100.80 minutes
3 8 hours
i 8 x 60 4.76 Nos
100.80 Say 4.80 Nos
4.80 x 8.00 38.40 M.T.
1
1000.00
0
2
20.2 59.00 0.20 Per litre 238.36
1238.36
= 1238.36 / 38.40 = 32.25
30.00 Per MT
62.25
Say 62.00 M.T.
(d)
1 8.00 M.T.
2
(i) 60.00 minutes
Cycle time
Add for Loading, Unloading and Stacking by Mechanical Means
Add for Loading, Unloading and Stacking by Mechanical Means
Operating efficiency per working shift.
Cost of Diesel including POL @ 0.2 litre per kms for pucca route
Lead upto 3 Km.
Quantity per trip (average)
Cost of carrige per shift
Cost of carrige per shift
Travel time(average speed 30 kms per hour return.)
Total load carried 4.50 x 8 =
Carrige charges per tonne excluding loading and unloading
Hire Charges of truck per shift of 8 hours excluding diesel but including oils
Pucca
Pucca
Carrige charges per tonne excluding loading and unloading
No. of trips in one shift
Cost of Diesel including POL @ 0.2 litre per kms for pucca route
Time lost in pit and initial acceleration.
Travel time(average speed 25 kms per hour on haul roads.)
Total load carried =
Unloading, turning and acceleration time
Hire Charges of truck per shift of 8 hours excluding diesel but including oils
& lubricants. @
Quantity per trip (average)
loading time for 8 tonne by manual labour
Cycle time
loading time for 8 tonne by manual labour
Lead upto 2 Km.
25
(ii) 2.00 minutes
(iii) 7.20 minutes
(iv) 30.00 minutes
(v) 6.00 minutes
Total 105.20 minutes
3 8 hours
i 8 x 60 4.56 Nos
105.20 Say 4.60 Nos
4.60 x 8.00 36.80 tonne
1
1000.00
0
2
28.6 59.00 0.20 Per litre 337.48
1337.48
= 1337.48 / 36.80 = 36.34
30.00 Per MT
66.34
Say 66.00 M.T.
(e)
1 8.00 M.T.
2
(i) 60.00 minutes
(ii) 2.00 minutes
(iii) 9.60 minutes
(iv) 30.00 minutes
(v) 8.00 minutes
Total 109.60 minutes
3 8 hours
i 8 x 60 4.38 Nos
109.60 Say 4.40 Nos
4.40 x 8.00 35.20 M.T.
Time lost in pit and initial acceleration.
Add for Loading, Unloading and Stacking by Mechanical Means
Pucca
Travel time(average speed 30 kms per hour return.)
Carrige charges per tonne excluding loading and unloading
Operating efficiency per working shift.
Travel time(average speed 25 kms per hour on haul roads.)
Hire Charges of truck per shift of 8 hours excluding diesel but including oils
& lubricants. @
Cost of Diesel including POL @ 0.2 litre per kms for pucca route
Lead upto 4 Km.
loading time for 8 tonne by manual labour
Quantity per trip (average)
Unloading, turning and acceleration time
Total load carried =
Pucca
Cost of carrige per shift
No. of trips in one shift
Unloading, turning and acceleration time
Travel time(average speed 30 kms per hour return.)
Cycle time
No. of trips in one shift
Total load carried =
Cost of carrige per shift
Operating efficiency per working shift.
Travel time(average speed 25 kms per hour on haul roads.)
Time lost in pit and initial acceleration.
26
11000.00
0
2
36.2 59.00 0.20 Per litre 427.16
1427.16
= 1427.16 / 35.20 = 40.54
30.00 Per MT
70.54
Say 71.00 M.T.
(f)
1 8.00 M.T.
2
(i) 60.00 minutes
(ii) 2.00 minutes
(iii) 12.00 minutes
(iv) 30.00 minutes
(v) 10.00 minutes
Total 114.00 minutes
3 8 hours
i 8 x 60 4.21 Nos
114.00 Say 4.30 Nos
4.30 x 8.00 34.40 M.T.
1
1000.00
0
2
44 59.00 0.20 Per litre 519.20
1519.20
= 1519.20 / 34.40 = 44.16
30.00 Per MT
74.16
Say 74.00 M.T.
(g) 3.90 M.T.
Add for Loading, Unloading and Stacking by Mechanical Means
Add for Loading, Unloading and Stacking by Mechanical Means
Carrige charges per tonne excluding loading and unloading
Lead beyound 5 Km but up to 20 km. for each subsequent km
Travel time(average speed 30 kms per hour return.)
Total load carried =
Hire Charges of truck per shift of 8 hours excluding diesel but including oils
& lubricants. @
Cost of carrige per shift
Cost of Diesel including POL @ 0.2 litre per kms for pucca route
No. of trips in one shift
Travel time(average speed 25 km per hour on haul roads.)
Lead upto 5 Km.
Unloading, turning and acceleration time
Hire Charges of truck per shift of 8 hours excluding diesel but including oils
& lubricants. @
Cost of Diesel including POL @ 0.2 litre per kms for pucca route
Carrige charges per tonne excluding loading and unloading
Pucca
loading time for 8 tonne by manual labour
Operating efficiency per working shift.
Cycle time
Time lost in pit and initial acceleration.
Quantity per trip (average)
27
(h) 3.70 M.T.
(i) 3.50 M.T.
6 (a)
Labour charges per tonne
@ ` 189.00 /day 34.36
@ ` 225.00 /day 4.50
38.86
38.86 3.89
38.86 1.17
Total 43.92
Say 44.00 M.T.
(b) 48.00 M.T.
7 (a)
Labour charges per tonne
@ ` 189.00 /day 34.36
@ ` 225.00 /day 4.50
38.86
38.86 3.89
38.86 1.17
Total 43.92
Say 44.00 M.T.
(b) 48.00 M.T.
8 2450.00 Truck Load
(7-10 MT
capacity)
29.60 -do- per
km
Note : Per truck load for hume pipes with or without collars shall be as follows :
Nos.
1
2
3
6
1200 mm dia
2000/1500 mm dia
Pipe
600 mm dia
900/1000 mm dia
Loading charges for Cement, Surkhi (Pulverized), Tar, bricks,
Loading charges for item no. 5 except Steel and Cut stones
2/11 beldar
1/50mate
Lead beyound 50 Km for each subsequent km
T&P & Labour welfare @ 3% on `
(a) Add extra for each subsequent km beyond 20km over item No. 8
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
Unloading charges for item no. 5 including stacking except Steel and Cut
stones
2/11 beldar
Contractors profit @10% on `
Lead beyound 20 Km but up to 50 km. for each subsequent km
1/50mate
Contractors profit @10% on `
T&P & Labour welfare @ 3% on `
Unloading charges for Cement, Surkhi (Pulverized), Tar, bricks,
28
10
15
120
150100 mm dia
150 mm dia
300 mm dia
450 mm dia
29
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 Unauthorised run and it's diesel consumption will be liability of the owner of the vehicle
Hire charges
without diesel and
with operational
staff & POL.
(in `)
1Trucks upto 5 tonne capacity (light commercial
vehicles)
Day700.00
0.20 per km 300.00
2 Trucks 7-10 tonne capacity Day 1000.00 0.20 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
5Tractor mounted compressor (upto 160 cfm.) Day
750.003.00 per hr 250.00
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
7Jack hammer / Khurpa machine without drill rod
but with necessary hosepipe
Day300.00
- 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
11 Needle/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
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
15 Sheep'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 - -
Idle charges (in
`)
CHAPTER – IV
HIRE CHARGES OF PLANTS AND MACHINERIES
NOTES :
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.
Provision for
diesel per
Km/or per hr.
(in liters)
Vehicle will remain available for any hour of the day to facilitate emergency tours.
Watch & ward and essential repair including cost of spare parts to be replaced of machine 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, levis,turn over tax, service tax,
income tax, sales tax, octori, panchayat tax, Contracter's profit & royalty etc.
S.
No.Name of Machine Unit
Hire charges of Machine are taken for a day of 8 hours actual working (Machine in running condition ) excluding rest
period. For part working up to 4 hours half day payment shall be made only.
30
Hire charges
without diesel and
with operational
staff & POL.
(in `)
Idle charges (in
`)
Provision for
diesel per
Km/or per hr.
(in liters)
S.
No.Name of Machine Unit
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
1000.000.25 per km 300.00
20 Inspection Vehicles such as Car/Jeep/Gypsy
Day 750.00 0.07 per km -
per month18500.00
Day 650.00
per month16500.00
Day 60.00
per month1500.00
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
(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. Day375.00
75.00
25 Vibro compactor with operator Day 3500.00 8 per hr 500.00
Model not older than 2 years (Two wheel drive)
(a)
(b)
0.10 -
(c)
Extra for four wheel drive
per km
-
Model older than 2 years (two wheel drive)
31
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
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.
Rate of earth work in excavation is including the cost of planking/ shoring/ timbering / strutting /
barricading if any required at site.
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 242.00
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 254.00
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 387.00
(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 406.00
S.No. Item UnitRate in Rs.
PART "A" : EARTH WORK IN EXCAVATION
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 797.00
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 904.00
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 231.00
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 60.00
(b) Rock Cum 92.00
(c) Mixed strata muck Cum 73.00
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 895.00
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
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
PART "B" : EARTH WORK FOR EMBANKMENT
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 2.70
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
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 856.00
35 Supplying and laying aggregate in layers and profile as specified
including all leads & lifts.
(a) Broken ballast 40 to 80 mm size Cum 652.00
(b) Broken ballast 20 to 40 mm size Cum 796.00
(c) River gravel 40 to 80 mm size Cum 650.00
(d) River gravel 20 to 40 mm size Cum 786.00
(e) River gravel up to 20 mm size Cum 851.00
PART C : PROTECTION WORK
36 Dry boulder filling in required profile with filling of voids etc.
complete including all lead & lifts, and well finished surface
Cum 961.00
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 476.00
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 1410.00
(b) 23 cm thickness (± 5 % thickness tolerance) Cum 1207.00
(c) 30 cm thickness (± 5 % thickness tolerance) Cum 1295.00
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 1022.00
(b) 30 cm thickness (± 5 % thickness tolerance) Cum 1069.00
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 690.00
(b) Deduct from item no 40 (a) if only laying is to be done Cum 630.00
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
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 3150.00
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 25810.00
PART – D QUARRY RUBBISH / SPALL :-
PART – E CONSTRUCTION OF WATER COURSE :-
as per item no. 10 c of part
A of this chapter
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 2687.87
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 11893.00
1
2
3
4
5
6
7
8
9
10
11
12
13
14
Labour Material Total
1 Earth work in Excavation for trench and
foundation for masonry works including
shoring if necessary and disposal of
excavated material with initilal lead of 50
meter and initial lift of 1.5 meter.
(A) Soft / loose soil
(i) Labour charges
3.0 beldar (excavators, fillers and carriers )
@ Rs. 189.00 567.00
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 thereof 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, levies , turn over tax, income tax, sales tax, octroi,
panchayat tax, Contractors 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 made for de-watering on any 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.
Mixed rates 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.
S. No. ItemBasic rate
in `
Rate in `
Unit
PART "A" : EARTH WORK IN EXCAVATION
ANALYSIS FOR WORK TO BE EXECUTED
BY MANUAL LABOUR
1/6 Beldar for dressing @ Rs. 0.00 0.00
1/10 Mate @ Rs. 225.00 3.75
1/50 Mistry @ 400.00 8.00
578.75
(ii) Other charges
T&P, Labour welfare @ 3% on Rs. 578.75 17.36
Sundries etc. 1% on Rs. 578.75 5.79
Contractor's profit @ 10% on Rs. 578.75 57.88
Income tax 2.06% + Sale tax 1.50% + labour
cess 1%+ Royalti 1.50% I.e = 6.06 % on
Rs. 659.78 39.98
Total For 10 cum 653.99 45.77
Say Rs. For 1 cum 65.00 5.00 70.00 Cum
(B) Hard / dense soil
(a) Labour charges
3.5 beldar (excavators, fillers and carriers )
@ Rs. 189.00 661.50
1/4 Beldar for dressing @ Rs. 0.00 0.00
1/8 Mate @ Rs. 225.00 22.50
1/40 Mistry @ 400.00 10.00
694.00
(b) Other charges
T&P, Labour welfare @ 3% on Rs. 694.00 20.82
Sundries etc. 1% 694.00 6.94
Contractor's profit @ 7.5% on Rs. 694.00 52.05
Income tax 2.06% + Sale tax 1.50% + labour
cess 1%+ Royalti 1.50% I.e = 6.06 % on
Rs. 773.81 46.89
Total For 10 cum 766.87 53.83
Say Rs. For 1 cum 77.00 5.00 82.00 Cum
(C) Hard soil mixed with kankar / boulders,
morrum
(a) Labour charges
5 Beldars ( excavators, fillers and carriers )
@ Rs. 189.00 945.00
1/6 Mate @ 225.00 37.50
1/30 Mistry 400.00 13.33
995.83
(b) Other charges
T&P, Labour welfare @ 3% on Rs. 995.83 29.88
Sundries etc. 1% 995.83 9.96
Contractor's profit @ 10% on Rs. 995.83 99.58
Income tax 2.06% + Sale tax 1.50% +
Royalti 0.50% I.e = 4.06 % on Rs. 1135.25 46.09
Total For 10 cum 1125.29 56.05
Say Rs. For 1 cum 113.00 6.00 119.00 Cum
2 Earth work in Excavation for trench and
foundation for masonry works including
shoring if necessary and disposal of
excavated material with initilal lead of 50
meter and initial lift of 1.5 meter.
(A) Soft / disintegrated rock
a) Labour charges
10 Beldars ( excavators, fillers and carriers )
@ Rs. 189.00 1890.00
1/3 Mate @ Rs. 225.00 75.00
1/15 Mistry @ 400.00 26.67
1991.67
(b) Other charges
T&P, Labour welfare @ 3% on Rs. 1991.67 59.75
Sundries etc. 1% 1991.67 19.92
Contractor's profit @ 10% on Rs. 1991.67 199.17
Income tax 2.06% + Sale tax 1.50% +
Royalti 0.50% I.e = 4.06 % on Rs.2270.50 92.18
Total For 10 cum 2250.58 112.10
Say Rs. For 1 cum 225.00 11.00 236.00 Cum
(B) Hard rock not requiring blasting
a) Labour charges
14.5 Beldars ( excavators, fillers, carriers &
dressers ) @ Rs. 189.00 2740.50
2 stone breakers and heavy material lifters @
Rs. 270.00 540.00
1/5 Beldar for stacking @ Rs. 189.00 37.80
1/4 Mate @ Rs. 225.00 56.25
1/10 Mistry @ Rs. 400.00 40.00
3414.55
(b) Other charges
T&P, Labour welfare @ 3% on Rs. 3414.55 102.44
Sundries etc. 1% 3414.55 34.15
Contractor's profit @ 10% on Rs. 3414.55 341.46
Income tax 2.06% + Sale tax 1.50% +
Royalti 0.50% I.e = 4.06 % on Rs. 3892.59 158.04
Total For 10 cum 3858.44 192.18
Say Rs. For 1 cum 386.00 19.00 405.00 Cum
Deduct cost of Quarry rubish 380.00 x 0.20 76.00
Net 310.00 19.00 329.00 Cum
(C) Phylites & other hard rock requiring
nominal blasting
(i) Drilling charges
a Considering life of drill rod for drilling in
phylites as 350 m, and cost as for 800 mm
rod, cost of drill rod per m.of drilling
3600 10.29
b Sharpening charges for grinders L.S 20.00
c Pipe fitting,hoses, lubricating oil etc. 8.00
d Charges for jack hammer @ Rs. per day of 8
hours, 75 m/day drilling 300 4.00
e Using 210 cfm air compressor supplying air
to 2 jack hammers, hire charges @ Rs.
Rent for 8 hr. 850
Fuel for 8 Hr @ 5 Lit per hr. 2360
3210 21.40
Add for re-handling of equipment L.S 10.00
73.69
(ii) Labour for drilling.
2 Nos. drillers @ Rs. 260.00 520.00
1 Nos. Helper @ Rs. 300.00 300.00
½ No. Beldar for spreading hose pipe,
shifting, making connection etc. @ Rs. 189.00 94.50
1/20 No. fitter @ Rs. 350 17.50
1/20 No. helper @ Rs. 300.00 15.00
947.00
T&P, Labour welfare @ 3% on Rs. 947.00 28.41
Sundries etc. 1% 947.00 9.47
Contractor's profit @ 10% on Rs. 947.00 94.70
Income tax 2.06% + Sale tax 1.50% +
Royalti 0.50% I.e = 4.06 % on Rs. 1153.27 46.82
1070.11 56.29
Total charges for 150 m drilling rate/ metre
of drilling 7.13 0.38
Total drilling charges per metre (1)+(ii) 7.13 74.06
Considering 15 holes/ 10 cum of blasting and
750 mm drilling/holes total drilling charges
i.e 11.25 times of above rate. 80.26 833.19
(iii) Cost of explosives.
considering ½ stick in each , supplemented
by ammonium nitrate as catalysing agent
Gelatine required = 1/2x15x0.14 = 1.05 kg
@ Rs. 120.00 126.00
Ammonium Nitrate required @100 gms/hole
= 1.5 Kg.@ Rs. per Kg. 70.00 105.00
Ordinary detonators 1 No,/hole 15 Nos @
Rs. 18.00 270.00
Fuse coil 1 m/hole = 15 metres @ Rs. Per
meter 6.00 90.00
591.00
(iv) Labour charges.
19 Beldars ( excavators fillers carriers &
dressers etc.) @ Rs. 189.00 3591.00
2 stone breakers and heavy material lifters @
Rs. 270.00 540.00
2/3 Mate @ Rs.47.00 each 225.00 150.00
1/15 Mistry @ Rs.75.00 each 400.00 26.67
4307.67
Other charges
T&P, Labour welfare @ 3% on Rs. 4307.67 129.23
Sundries etc. L.S. 1% 4307.67 43.08
Contractor's profit @ 10% on Rs. 4307.67 430.77
Income tax 2.06% + Sale tax 1.50% +
Royalti 0.50% I.e = 4.06 % on Rs. 5501.74 223.37
for 10 Cum 4947.92 1764.32
Say Rs. for 1 Cum 495.00 176.00 671.00 Cum 213.00
Deduct cost of stones 650.00 x 0.20 130.00
Net 365.00 1764.32 541.00 Cum
(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.
A Drilling charges
i Considering life of drill rod as 150 m of
drilling hard rock and cost of one drill rod
(800 m) as Rs. cost of drill rod per m
of drilling 3600 24.00
ii Sharpening charges for grinders L.S. 20.00
iii Pipe fitting etc. including depreciated cost of
G.I.pipe line, fitting ofhose coupling
lubricating oil etc. L.S. 8.00
iv Charges for jack hammer assuming one jack
hammer will drill 50 m of length in one shift
of 8hours , Hire charges of jack hammer @
Rs…. per day for 8 hours, the charges for per
metre drilling =
300 6.00
v Using 210 cfm air compressor supllying air
to 2 jack hammers, hire charges of 210 cfm
(diesel )compressor @ Rs.
Rent for 8 hr. 850
Fuel for 8 Hr @ 5 Lit per hr. 2360
3210 32.10
Add for re-handling of equipment L.S 1.00
91.10
vi Labour required for drilling in one shift with
two jack hammers i.e for 100 metre drilling
2 Nos drillers @ Rs. 260.00 520.00
Driller helper 1 Nos @ Rs. 300.00 300.00
Beldar for spreading hose pipe, shifting
making connections ½ Nos. @ 189.00 94.50
1/6 fitter @ Rs. 350 58.33
1/6 helper to fiter @ Rs. 300.00 50.00
1022.83
T&P, Labour welfare @ 3% on Rs. 1022.83 30.69
Sundries etc. 1% 1022.83 10.23
Contractor's profit @ 10% on Rs. 1022.83 102.28
Income tax 2.06% + Sale tax 1.50% +
Royalti 0.50% I.e = 4.06 % on Rs. 1257.13 51.04
1155.80 61.27
Charges/metre drilling 11.56 0.61
Total drilling charges/M 11.56 91.71
Say 12.00 92.00 104.00
Thus 750 mm drilling/hole., total drilling
charges per cum for 1.50m ( 2 holes) 18.00 138.00
Say 18.00 138.00 156.00
(b) Blasting charges
Considering 2 Holes to be blasted for 1 cum
solid, gelatine required 0.28 kg @ Rs.
Kg(@ 0.14 Kg each stick) 120.00 33.60
Ordinary detonators 2 Nos. @ Rs. each
18.00 36.00
Fuse coil 4 metres @ Rs. 6.00 24.00
Add 2½ % for rehandling of explosive
material on Rs. 93.60 2.34
Labour required per cum
1/200 Blaster @ Rs. 300 1.50
1/200 helper @ Rs. 300.00 1.50
3.00 95.94
T&P, Labour welfare @ 3% on Rs. 3.00 0.09
Sundries etc. 1% 3.00 0.03
Contractor's profit @ 10% on Rs. 3.00 0.30
Income tax 2.06% + Sale tax 1.50% +
Royalti 0.50% I.e = 4.06 % on Rs. 99.36 4.03
Total Blasting Charges 3.39 100.00
Say Rs. 3.00 100.00 103.00
( c) Mucking charges
Labour required for mucking
10 cum of solid rock
2 Nos. stone breakers @ Rs. 270.00 540.00
4 Nos.excavators ( Beldars ) @ Rs. 189 756.00
3 Nos fillers (Beldars ) @ Rs. per day 189 567.00
2 Nos heavy material lifters ( chawalia) @
Rs. 300.00 600.00
6 Nos carriers ( Beldars @ Rs. 189 1134.00
1 Nos.dresser ( Beldar ) @ Rs. 189 189.00
1/2.5 Mate @ Rs. 225.00 90.00
1/10 Mistry @ Rs. 400.00 40.00
3916.00
T&P, Labour welfare @ 3% on Rs. 3916.00 117.48
Sundries etc. 1% 3916.00 39.16
Contractor's profit @ 10% on Rs. 3916.00 391.60
Income tax 2.06% + Sale tax 1.50% +
Royalti 0.50% I.e = 4.06 % on Rs. 4464.24 181.25
for 10 Cum 4425.08 220.41
Say Rs. for 1 Cum 443.00 22.00 465.00
Summary of charges ( for one cum )
a)Drilling charges 18.00 138.00 156.00
b)Blasting charges 3.00 100.00 103.00
c)Mucking charges. 443.00 22.00 465.00
464.00 260.00 724.00 Cum
Deduct cost of stones 650.00 x 0.25 163.00
Net 301.00 260.00 561.00 Cum
(b) Only mucking charges including dressing 465.00 Cum
(E) Excavation including loading unloading
disposal and dressing of excavated mix strata
( soil & 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.
(Mix strata shall be applicable only up to
depth of 2 m beyound depth of 2.0 m actual
strata classification shall be applicable. )
Strata classification % Rate Amount
Soft / loose soil 5 70.00 3.50
Hard / dence soil 20 82.00 16.40
Hard sol mixed with murrm & boulder 20 119.00 23.80
Soft / desintegrated rock 30 236.00 70.80
Hard rock not requiring blasting 15 329.00 49.35
Phylite rock requiring nominal blasting 5 541.00 27.05
Hard rock blasted 5 561.00 28.05
100.00 218.95
Say 219.00 Cum
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 730.00 Cum 1.346821
(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.
757.00 Cum
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 1.5mcomplete in all respect
for 10 Cum
i 10 m of line drilling @ Rs. 104.00 120.00 920.00
ii a 20 Beldars for barring and wedging etc. @
Rs. 189 3780.00
b 15 Beldars for removing muck @ Rs. 189 2835.00
c 5 Stone breaker @ Rs. 270.00 1350.00
d 1 Mate @ Rs. 225.00 225.00
e 1/10 Mistry @ Rs. 400.00 40.00
8230.00
iii Cost of operating one Khurpa machine for
chipping
a Compressor 210 cfm for 2 hr. @
Rent for 8 hr. 850.00 212.50
Fuel for 2 Hr @ 5 Lit per hr. @ Rs. 590 5900.00
b Khurpa machine with mol point 2 nos for
two hours @ Rs. 300.00 150.00
Toatal Rs. 6262.50
iv Other charges
T&P, Labour welfare @ 3% on Rs. 8230.00 246.90
Sundries etc. 1% 8230.00 82.30
Contractor's profit @ 10% on Rs. 8230.00 823.00
Income tax 2.06% + Sale tax 1.50% +
Royalti 0.50% I.e = 4.06 % on Rs. 15644.70 635.17
1069.90 717.47
Total (i to iv ) for 10 cum 9419.90 7899.97
Say for 1 Cum 942.00 790.00 1732.00 Cum
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.
a 1.50 m drilling @ Rs. 104.00 18.00 138.00
b Blasting Charges
i Gelatin 0.5 kg @ Rs. 120.00 60.00
ii Electric Detonator 4 nos @ Rs. 40.00 160.00
iii Rehandling of Expplosive @ 2.50% on Rs.
220.00 5.50
iv Labour and other charges for blasting as per
2 D(b) 3.00
v Mucking charges as per 2 D(c) 443.00 22.00
464.00 385.50
Say for 1 Cum 464.00 386.00 850.00 Cum
ANALYSIS FOR 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) Machinary components
(i) Use of hydraulic excavator & labour
J.C.B. type excavator (0.40 cum Bucket
capacity) hourly rate
Hourly rate 500.00 500.00 P Hr
POL consumption of JCB @ 5 lit Per Hr 5.00 59 295.00
795.00 P Hr
(ii) Use of Dumpers & Hourly rate for Dumper
175.00 175.00 P Hr
POL consumption of dumper @ 0.25 lit Per
Km 3.13 59 184.38
359.38 P Hr
(a) For the strata Soft/Loose soil (out put per
hour)
40.00 Cum
i Machinary required as
J.C.B. 795.00 1.00 795.00 No
Dumper 359.38 3.00 1078.00 No
1873.00
0.3 beldar required for 1 cum, therefore for
40 cum no of beldar required 1.2 @ 189 226.80 No
Total 226.80
2099.80
T&P and Labour welfare 3%+Sundaries1%
contractor profit 10% = 14% on
226.80 0.14 31.75
Total of (a) Total charges for Machinary per hour with POL
Total rate of excavation = (a)+(b)+(c)=
Total hourly rate for one no of J.C.B.
Total hourly rate for one no of Dumper
Income tax 2.06% + Sale tax 3% + Royalti
1% + labour cess1.0% I.e = 7.06 % on 2131.55 0.0706 150.49
2282.04
57.05
Say 57.00 Cum
(b) For the strata Hard / dense soil soil (out put
per hour)40.00 Cum
i Machinary required as
J.C.B. 1.00 @ 795.00 795.00 No
Dumper 3.00 @ 359.38 1078.00 No
1873.00
iii Component for labour for excavation in bed
sides, finishing & dressing for 10% of
Quantity of per hour output ie. Of 40 cum =
4.0 cum
Mate @ 0.04 per cum 0.16 @ 225.00 36.00
1/3 beldar required for 1 cum, therefore for
40 cum no of beldar required = 1.3 @ 189 252.00 No
2161.00
T&P and Labour welfare 3%+Sundaries1%
contractor profit 10% = 14% on
288.00 0.14 40.32
Income tax 2.06% + Sale tax 3% + Royalti
1% + labour cess1.0% I.e = 7.06 % on
2201.32 0.0706 155.41
%
2356.73
58.92
Say 59.00 Cum
(c) Hard soil mixed with Kankar / boulders,
Morrum 35.00 Cum
i Machinary required as
J.C.B. 1.00 @ 795.00 795.00 No
Dumper 3.00 @ 359.38 1078.00 No
1873.00
iii Component for labour for excavation in bed
sides, finishing & dressing for 10% of
Quantity of per hour output ie. Of 30 cum =
3 cum
Mate @ 0.04 per cum 0.15 @ 225.00 33.47
5/8 beldar required for 1 cum, therefore for
3.5 cum no of beldar required = 2.2 @ 189 413.44
T&P and Labour welfare 3%+Sundaries1%
contractor profit 10% = 14% on 446.91 0.14 62.57
Total 509.47
2382.47
Income tax 2.06% + Sale tax 3% + Royalti
1% + labour cess1.0% I.e = 7.06 % on
2382.47 0.0706 168.20
2550.68
72.88
Say 73.00 Cum
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.
Analysis for excavation in different type of
strata
(A) Machinary components
(i) Use of hydraulic excavator & labour
Hitachi or L&T type excavator (0.75 cum
Bucket capacity) hourly rate
Therefore rate for per cum
Total of (a) Total charges forn Machinary per hour with POL
Therefore rate for per cum
Total rate for 25 cum of excavation = (a)+(b)+(c)=
Therefore rate for per cum
Total of (a) Total charges forn Machinary per hour with POL
Total rate for 30 cum of excavation = (a)+(b)+(c)=
Hourly rate 1200.00 1200.00 Per Hr
Amount for Disel 15.00 @ 59.00 885.00 P Hr
2085.00 P Hr
(ii) Use of Dumpers & Hourly rate for Dumper
175.00 175.00 P Hr
Amount for Disel 3.13 59.00 184.00 P Hr
359.00 P Hr
(a) For strata Soft / Disintegrated rock (out put
per hour) 40.00 Cum
i Machinary required as
J.C.B. 1.00 @ 2085.00 2085.00 No
Dumper 2.00 @ 359.00 718.00 No
2803.00
iii Component for labour for excavation in bed
sides, finishing & dressing for 10% of
Quantity of per hour output ie. of 40 cum =
4.0cum
Mate @ 0.0625 per cum 0.25 @ 225.00 56.25
1 beldar required for 1 cum, therefore for 4.0
cum no of beldar required =4.0 @ 189 756.00 No
T&P and Labour welfare 3%+Sundaries1%
contractor profit 10% = 14% on
756.00 0.14 105.84 %
Total 918.09
3721.09
Income tax 2.06% + Sale tax 3% + Royalti
1% + labour cess1.0% I.e = 7.06 % on
3721.09 0.0706 262.71
3983.80
99.59
Say 100.00 Cum
(b) For strata Hard rock not requiring blasting
(out put per hour) 30.00 Cum
i Machinary required as
J.C.B. 1.00 @ 2085.00 2085.00 No
Dumper 2.00 @ 359.00 718.00 No
2803.00
iii Component for labour for excavation in bed
sides, finishing & dressing for 10% of
Quantity of per hour output ie. Of 30 cum =
3 cum
Mate @ 0.0625 per cum 0.19 @ 225.00 42.19
2 beldar required for 1 cum, therefore for 3.0
cum no of beldar required =6.0 @ 189 1134.00 No
T&P and Labour welfare 3%+Sundaries1%
contractor profit 10% = 14% i.e. on
1134.00 0.14 158.76 %
Total 1292.76
4095.76
Income tax 2.06% + Sale tax 3% + Royalti
1% + labour cess1.0% I.e = 7.06 % on
4095.76 0.0706 289.16
4384.92
146.16
Say 147.00 Cum
(c) For strata Phylite & other hard rock requiring
nominal blasting
A Drilling charges
One drill rod 800 mm x 34 mm can drill 300.00 mt
Cost of one drill rod 3600.00 no
i Cost of drilling per meter run 3600.00 / 300.00 12.00
ii Sharpning charges 2.00 L.S.
Total hourly rate for one no of J.C.B.
Total hourly rate for one no of Dumper
Total of (a) Total charges forn Machinary per hour with POL
Therefore rate for per cum
Total rate for 70 cum of excavation = (a)+(b)+(c)=
Therefore rate for per cum
Total of (a) Total charges forn Machinary per hour with POL
Total rate for 70 cum of excavation = (a)+(b)+(c)=
iii Pipe fitting etc. including depriciated cost of
GI pipe line, fitting of nose coupling,
lubricant oil etc.3.00 L.S.
iv One Jack hammer can drill 100 m per day in
8 hours, therefore Jack hammer charges for 1
m drilling 100.00 @ 300.00 3.00
v Using 250 cfm compressor for suppling air
to 2 jack Hammer per day then hire charges
of 250 cfm compressor1.00 @ 850.00 850.00 P Day
Consumption of POL @ 5 lit per hour
therefore for 8 working hour it will be 5x7 =
35 lit 35.00 @ 59.00 2065.00 Lit
2935.00
Air charges per m drilling = Hire charges
per day with POL/2 x one jack hammer per
day drilling = 2935.00 / 2 x 100.00 14.68
vi Rehandling of equipments 1.00 L.S.
vii Labour charges for 2 jack hammers
Fitter 0.50 @ 350.00 175.00
T&P and Labour welfare 3%+Sundaries1%
contractor profit 10% I.e = 14% on
175.00 0.14 24.50 %
Labour 199.50
Labour charges per mt = 66/2*75 =
66.00/150 0.44
drilling charges for 1 cum (total of i to vii) 36.12
drilling charges for 40 cum or for 45 m
holes 45 @ 36.12 1625.18
B Blasting charges
i Gilatine required ½ stick @ 0.14 kg each
stick in each hole for 60 holes =0.5* 60*0.14
= 4.20 kg 4.20 @ 120.00 504.00
ii ordinary detonator 60.00 @ 18.00 1080.00
iii Fuse coil @ 2 mt for each hole i.e. 2*60=120
mt 120.00 @ 6.00 720.00
iv labour @
60/400 blaster 0.15 @ 300.00 45.00
v 60/400 Helper 0.15 @ 300.00 45.00
2394.00
C Charges for machinary
Excavator 1.00 @ 2085.00 2085.00
Dumper 2.00 @ 359.00 718.00
2803.00
E Out put per hour = 40.00 Cum
Requirment of Beldar for excavation in bed
sides, finishing & dressing for 10% of
Quantity of per hour output ie. of 40 cum =4
cum
For 1 cum 2.6 beldar required therefore for 4
cum required beldar is 2.60*2.4= 10.40 @ 189 1965.60
T&P and Labour welfare 3%+Sundaries1%
contractor profit 10% I.e = 14% on 1965.60 0.14 275.18 %
2240.78
Total A+B+C+D+E ( Rate for 40 cum ) 9062.96
Income tax 2.06% + Sale tax 3% + Royalti
1% + labour cess1.0% I.e = 7.06 % on 9014.17 0.0706 636.40
9699.36
Rate per cum 242.48
Say 242.00 Cum
(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.
A Drilling charges
One drill rod 800 mm x 34 mm can drill 150.00 mt
Cost of one drill rod 3600.00 no
i Cost of drilling per meter run 3600.00 / 150.00 24.00
ii Sharpning charges 2.00 L.S.
iii Pipe fitting etc. including depriciated cost of
GI pipe line, fitting of nose coupling,
lubricant oil etc. 3.00 L.S.
iv One Jack hammer can drill 50 m per day in 8
hours, therefore Jack hammer charges for 1
m drilling 50.00 @ 300.00 6.00
v Using 300 cfm compressor for suppling air
to 2 jack Hammer per day then hire charges
of 300 cfm compressor 1.00 @ 1000.00 1000.00 P Day
Consumption of POL @ 7.5 lit per hour
therefore for 7 working hour it will be 7.5x7
= 52.5 lit 52.50 @ 59.00 3097.50 Lit
4132.50
Air charges per m drilling = Hire charges
per day with POL/2 x one jack hammer per
day drilling = 4132.50 / 2 x 50.00 41.33
vi Rehandling of equipments 1.00 L.S.
vii Labour charges for 2 jack hammers
Fitter 1/3 @ 350.00 116.67
T&P and Labour welfare 3%+Sundaries1%
contractor profit 10% I.e = 14% on
116.67 0.14 16.33 %
Total Labour charges for 1 mt length 133.00
Drilling charges for 80 holes of 0.75 m depth
= 60 m depth = total of (I to vii) above
4306.83
therefore Drilling charges for per mt depth
71.78
drilling charges for 40 cum or for 60 m
holes 60 @ 71.78 4306.83
B Blasting charges
i Gilatine required 1 stick @ 0.14 kg each
stick in each hole for 80 holes =1* 80*0.14 =
11.2 kg 11.20 @ 120.00 1344.00
ii ordinary detonator 80.00 @ 18.00 1440.00
iii Fuse coil @ 2 mt for each hole i.e. 2*80=160
mt 160.00 @ 6.00 960.00
iv labour
60/400 blaster 0.15 @ 300.00 45.00
v 60/400 Helper 0.15 @ 300.00 45.00
T&P and Labour welfare 3%+Sundaries1%
contractor profit 10% I.e = 14% on
90.00 0.14 12.60
3846.60
C Charges for machinary
Excavator 1.00 @ 2085.00 2085.00
Dumper 2.00 @ 359.00 718.00
2803.00
D component for daily transportation of
equipments to camp, disel storage, camp
facilities, welfare& medical facilities
.@ 5% of total of ( c ) above i.e. on 2803.00 5 140.15 %
E Out put per hour = 35.00 Cum
Requirment of Beldar for excavation in bed
sides, finishing & dressing for 10% of
Quantity of per hour output ie. of 40 cum =4
cum
For 1 cum 2.6 beldar required therefore for 4
cum required beldar is 2.60*2.4 = 10.40 @ 189 1965.60
T&P and Labour welfare 3%+Sundaries1%
contractor profit 10% I.e = 14% on
1965.60 0.14 275.18
2240.78
Total A+B+C+D+E ( Rate for 40 cum ) 13337.36
Income tax 2.06% + Sale tax 3% + Royalti
1% + labour cess1.0% I.e = 7.06 % on 7072.46 499.32
13836.67
Rate per cum 381.07
Less for recovery of useable stones 30% 0.3 @ 424.13 -127.24
253.83
Say 254.00 Cum
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
A Drilling charges enhanced by 50% for
controlled blasting
One drill rod 800 mm x 34 mm can drill 300.00 mt
Cost of one drill rod 3600.00 no
i Cost of drilling per meter run 3600.00 / 300.00 12.00
ii Sharpning charges 2.00 L.S.
iii Pipe fitting etc. including depriciated cost of
GI pipe line, fitting of nose coupling,
lubricant oil etc.3.00 L.S.
iv One Jack hammer can drill 100 m per day in
8 hours, therefore Jack hammer charges for 1
m drilling 100.00 @ 300.00 3.00
v Using 250 cfm compressor for suppling air
to 2 jack Hammer per day then hire charges
of 250 cfm compressor1.00 @ 850.00 850.00 P Day
Consumption of POL @ 5 lit per hour
therefore for 7 working hour it will be 5x8 =
40 lit 40.00 @ 59.00 2360.00 Lit
3230.00
Air charges per m drilling = Hire charges
per day with POL/2 x one jack hammer per
day drilling = 3230.00 /2* 100.00 16.15
vi Rehandling of equipments 1.00 L.S.
vii Labour charges for 2 jack hammers
Fitter 1/2 @ 350.00 175.00
T&P and Labour welfare 3%+Sundaries1%
contractor profit 10% I.e = 14% on
175.00 0.14 24.50 %
Total Labour charges for 1 mt length 199.50
Labour charges per mt = 66/2*75 =
66.00/150 0.44
drilling charges for 1 cum (total of i to vii) 37.59
drilling charges for 40 cum or for 45 m holes
45 @ 56.39 2537.33
B Blasting charges enhanced by 50% for
controlled blasting
i Gilatine required ½ stick @ 0.14 kg each
stick in each hole for 60 holes =0.5* 60*0.14
= 4.20 kg 4.20 @ 120.00 504.00
ii ordinary detonator 60.00 @ 18.00 1080.00
iii Fuse coil @ 2 mt for each hole i.e. 2*60=120
mt 120.00 @ 6.00 720.00
iv labour
60/400 blaster 0.15 @ 300.00 45.00
v 60/400 Helper 0.15 @ 300.00 45.00
3591.00
C Charges for machinary
Excavator 1.50 @ 2085.00 3127.50
Dumper 2.00 @ 359.00 718.00
3845.50
E Out put per hour = 40.00 Cum
Requirment of Beldar for excavation in bed
sides, finishing & dressing for 10% of
Quantity of per hour output ie. of 40 cum =4
cum
For 1 cum 4 beldar required therefore for 4
cum required beldar is 16.00 @ 189 3024.00
T&P and Labour welfare 3%+Sundaries1%
contractor profit 10% I.e = 14% on
3024.00 0.14 423.36 %
3447.36
Total A+B+C+D+E ( Rate for 40 cum ) 13421.19
Income tax 2.06% + Sale tax 3% + Royalti
1% + labour cess1.0% I.e = 7.06 % on
13421.19 0.0706 947.54
14368.72
Rate per cum 359.22
Say 359.00 Cum
(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.
A Drilling charges enhanced by 50% for
controlled blasting
One drill rod 800 mm x 34 mm can drill 150.00 mt
Cost of one drill rod 3600.00 no
i Cost of drilling per meter run 3600.00 / 150.00 24.00
ii Sharpning charges 2.00 L.S.
iii Pipe fitting etc. including depriciated cost of
GI pipe line, fitting of nose coupling,
lubricant oil etc.3.00 L.S.
iv One Jack hammer can drill 50 m per day in 8
hours, therefore Jack hammer charges for 1
m drilling 300.00 / 50.00 6.00
v Using 300 cfm compressor for suppling air
to 2 jack Hammer per day then hire charges
of 300 cfm compressor1.00 @ 1000.00 1000.00 P Day
Consumption of POL @ 7.5 lit per hour
therefore for 7 working hour it will be 7.5x7
= 52.5 lit 52.50 @ 59.00 3097.50 Lit
4132.50
Air charges per m drilling = Hire charges
per day with POL/2 x one jack hammer per
day drilling = 4132.50 / 2 x 50.00 41.33
vi Rehandling of equipments 1.00 L.S.
vii Labour charges for 2 jack hammers
Fitter 2/3 @ 350.00 233.33
T&P and Labour welfare 3%+Sundaries1%
contractor profit 10% I.e = 14% on
233.33 0.14 32.67 %
Total Labour charges for 1 mt length 266.00
Drilling charges for 80 holes of 0.75 m depth
= 60 m depth = total of (I to vii) above
4439.83
therefore Drilling charges for per mt depth
4439.83 / 60 74.00
drilling charges for 40 cum or for 60 m holes
60 x 111.00 6659.74
B Blasting charges enhanced by 50% for
controlled blasting
i Gilatine required 1 stick @ 0.14 kg each
stick in each hole for 80 holes =1* 80*0.14 =
11.2 kg 11.20 @ 120.00 1344.00
ii ordinary detonator 80.00 @ 18.00 1440.00
iii Fuse coil @ 2 mt for each hole i.e. 2*80=160
mt 160.00 @ 6.00 960.00
iv labour
60/400 blaster 0.15 @ 300.00 45.00
v 60/400 Helper 0.15 @ 300.00 45.00
T&P and Labour welfare 3%+Sundaries1%
contractor profit 10% I.e = 14% on
90.00 14 12.60
5769.90
C Charges for machinary
Excavator 2.00 @ 2085.00 4170.00
Dumper 2.00 @ 359.00 718.00
4888.00
E Out put per hour = 40.00 Cum
Requirment of Beldar for excavation in bed
sides, finishing & dressing for 10% of
Quantity of per hour output ie. of 40 cum =4
cum
For 1 cum 4 beldar required therefore for 4
cum required beldar is 16.00 @ 189 3024.00
T&P and Labour welfare 3%+Sundaries1%
contractor profit 10% I.e = 14% on
3024.00 0 423.36 %
3447.36
Total A+B+C+D+E ( Rate for 40 cum ) 20765.00
Income tax 2.06% + Sale tax 3% + Royalti
1% + labour cess1.0% I.e = 7.06 % on 20765.00 0.0706 1466.01
22231.01
Rate per cum 22231.01 / 40.00 555.78
Less for recovery of useable stones 30% 0.30 @ 424.13 -127.24 %
428.54
Say 429.00 Cum
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
For excavation of 10 mx 10 mx 0.30 m = 30
cum out put per hour 30.00 Cum
i Charges for line drilling
Drilling holes of 0.30 m each then number of
empty holes at an interval of 1 m will be =
121 Therefore total depth will be 121 x 0.0 =
36.30 mts. And Drilling charges per running
meter (As per running mt cost as item 2 (d)
36.3 @ 71.78 2605.63 mt
ii Stone breaker Grade I 15.00 @ 270.00 4050.00 no
iii Beldar to assist stone breaker 15.00 @ 189 2835.00 no
iv Khupa machine for 12 hrs 2 300.00 1.5 900.00 no
v Compressor 1 no 250 cft to operate 2 nos of
Khurpa machines for 12 hours1.00 850.00 1.5 1275.00 no
vi Disel charges for compressor for 12 hrs @ 5
lit per hr 60.00 @ 59.00 3540.00 lit
vii Beldar for removing and depositing the
excavated material 20.00 @ 270.00 5400.00 no
viii T&P and Labour welfare 3%+Sundaries1%
contractor profit 10% I.e = 14% on
12285.00 0.14 1719.90 %
Total rate for 30 cum 22325.53
Income tax 2.06% + Sale tax 3% + Royalti
1% + labour cess1.0% I.e = 7.06 % on
22325.53 0.0706 1576.18
23901.71
Therefore rate for 1 Cum 23901.71 / 30.00 796.72 Cum
Say 797.00 Cum
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.
For excavation of 10 mx 10 mx 0.30 m = 30
cum out put per hour 30.00 Cum
From item no 4 above add extra
i 20% on labour charges i.e. on 12285.00 20 2457.00 %
ii 10% on Khurpa machine charges &
compressor charges (without POL) taken in
item no 4 i.e. on 2175.00 10 217.50 %
iii T&P and Labour welfare 3%+Sundaries1%
contractor profit 10% I.e = 14% on
2457.00 14 343.98
Total rate for 30 cum 3018.48
Income tax 2.06% + Sale tax 3% + Royalti
1% + labour cess1.0% I.e = 7.06 % on
3018.48 213.10
3231.58
Therefore rate for 1 Cum 3231.58 / 30.00 107.72 Cum
Rate for item no 4 above 796.72
904.44
Say 904.00 Cum
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.
labour charges for disposal of 1 cum of solid
rockStone breaker Grade II 1/6 @ 225.00 37.50 no
Beldar 1/2 @ 189.00 94.50 no
Mate 1/6 @ 225.00 37.50 no
Mistry 1/20 @ 400.00 20.00 no
189.50
T&P and Labour welfare 3%+Sundaries1%
contractor profit 10% I.e = 14% on
189.50 14 26.53 %
216.03 Cum
Income tax 2.06% + Sale tax 3% + Royalti
1% + labour cess1.0% I.e = 7.06 % on
216.03 15.25
231.28
Say 231.00 Cum
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 13.00 Sqm
(ii) Lined section 11.00 Sqm
(b) For depth above 15 cms but upto 30cms
having
(i) Unlined section 22.00 Sqm
(ii) Lined section 19.00 Sqm
Measurements of works for item No. 7 (a)
& 7 (b) shall be limited to canal bed area
only
(c) For depth above 30cm. 65.00 Cum
(d) Extra on item 7(c) only if silt clearance is
done under water & mud. 16.00 Cum
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
Beldar to lift soil 0.40 @ 189 75.60 no
Beldar/Filler soil 0.40 @ 189 75.60 no
Beldar/Carrier soil 1 2/3 @ 189 321.30 no
Mate 1/15 @ 300.00 20.00 no
492.50
T&P and Labour welfare 3%+Sundaries1%
contractor profit 10% I.e = 14% on
492.50 14 68.95 %
561.45
Income tax 2.06% + Sale tax 3% + Royalti
1% + labour cess1.0% I.e = 7.06 % on
561.45 39.64
Total for 10 cum 601.09
or 60.11 cum
Say 60.00 Cum
(b) Rock
Beldar/Filler 1.00 @ 189.00 189.00 no
stone breaker 0.75 @ 225.00 168.75
Beldar/Carrier 2 @ 189.00 378.00 no
Mate 1/12 @ 225.00 18.75 no
754.50
T&P and Labour welfare 3%+Sundaries1%
contractor profit 10% I.e = 14% on
754.50 14 105.63 %
Total for 10 cum 860.13
Income tax 2.06% + Sale tax 3% + Royalti
1% + labour cess1.0% I.e = 7.06 % on
860.13 7.06 60.73 %
Total for 10 cum 920.86
or 92.09 cum
Say 92.00 Cum
(c) Mixed strata muck 73.00 Cum
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 6.00 Cum
b Not exceeding 20cm 5.20 Cum
10 Extra lead over item no 8 of excavated
matrerial.
a. Beyond initial lead of 50 m & upto 250m 7.70 Cum
b. Add extra over item 10 (a) for lead beyond
250m & upto 750m (for average 1/2Km).7.70 Cum
c. Add extra for each subsequent lead of 500m
or part, there of beyond ½ Km. & upto 5 Km
7.70 Cum
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
7.00 Cum
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. 25%
13 Collection of usable rock spalls from
excavation works and stacking
Beldar/Coolie 1/4 @ 189 47.25
47.25
T&P and Labour welfare 3%+Sundaries1%
contractor profit 10% I.e = 14% on
47.25 14 6.62
53.87
Income tax 2.06% + Sale tax 3% + Royalti
1% + labour cess1.0% I.e = 7.06 % on
53.87 7.06 3.80
Total 57.67
Say 58.00 Cum
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.
Beldar for filler & carrier 1/6 @ 189.00 31.50 no
Beldar for consolidation 1/18 @ 189.00 10.50 no
42.00
T&P and Labour welfare 3%+Sundaries1%
contractor profit 10% I.e = 14% on
42.00 14 5.88 %
47.88
Income tax 2.06% + Sale tax 3% + Royalti
1% + labour cess1.0% I.e = 7.06 % on 47.88 7.06 3.38 %
51.26
Say 51.00 Cum
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.
Material
Cost of sand Un screened 1.00 @ 740.00 740.00
Labour
Beldar 4/9 @ 189.00 84.00
T&P and Labour welfare 3%+Sundaries1%
contractor profit 10% I.e = 14% on
84.00 14 11.76
835.76
Income tax 2.06% + Sale tax 3% + Royalti
1% + labour cess1.0% I.e = 7.06 % on
835.76 7.06 59.00
894.76
Say 895.00 Cum
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
Material
Cost of sand Local 1.00 @ 100.00 100.00
Labour
Beldar 2/5 @ 189 75.60
T&P and Labour welfare 3%+Sundaries1%
contractor profit 10% I.e = 14% on
75.60 14 10.58
186.18
Income tax 2.06% + Sale tax 3% + Royalti
1% + labour cess1.0% I.e = 7.06 % on
186.18 7.06 13.14
199.33
Say 199.00 Cum
PART "B" : EARTH WORK FOR EMBANKMENT
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.
Machinary Component
(i) Use of hydraulic excavator & labour
J.C.B. type excavator (0.40 cum Bucket
capacity) hourly rate
Hourly rate 500.00 500.00 P Hr
Amount for Disel 5.00 @ 59.00 295.00 P Hr
795.00 P Hr
(ii) Use of Dumpers & Hourly rate for Dumper
175.00 175.00 P Hr
Amount for Disel 3.00 @ 59.00 177.00 P Hr
352.00 P Hr
iii Use of Tractor up to 40 hp 73.57 74.00 P Hr
Amount for Disel 1.40 @ 59.00 83.00 P Hr
157.00 P Hr
iv Use of Karwa 75.00 75.00 P Hr
Assuming per hour out put as cum 40.00 Cum
i Machinary required as:
J.C.B. 1.00 @ 795.00 795.00 no
Dumper 3.00 @ 352.00 1056.00 no
Tractor up to 40 hp 1.00 @ 157.00 157.00 no
Karawha 1.00 @ 75.00 75.00 no
2083.00
iii Component for labour for breaking of clods,
sorting of grass, pebbles etc. & dressing for
10% of qty. of per hour output ie. 10 % of 40
cum =4 cum
1/2 beldar required for 1 cum, therefore for
4.0 cum 2.00 @ 189 378.00 no
Mate 1/8 @ 225.00 28.13 no
Mistry 1/30 @ 400.00 13.33 no
419.46
T&P and Labour welfare 3%+Sundaries1%
contractor profit 10% I.e = 14% on
419.46 14 58.72 %
478.18
2561.18
Income tax 2.06% + Sale tax 3% + Royalti
1% + labour cess1.0% I.e = 7.06 % on
2561.18 7.06 180.82
2742.00
68.55
Say 69.00 Cum
a. Extra charges for lead beyond 250m and
upto 750m (for average ½ km) 7.20 Cum
b. Add extra for each subsequent lead of 500m
or part, there of beyond ½ Km and up to 5
km 6.00 Cum
c. Add extra beyond 5km for each subsequent
km. or part there-of. 8.00 Cum
ANALYSIS FOR WORK TO BE EXECUTED
BY MACHINARIES
Total hourly rate for one no of J.C.B.
Rate for 1 cum
Total hourly rate for one no of Dumper
Total hourly rate for one no of Tractor
Total of (a) {Total charges for Machinary for 1 hr with POL}
Total rate of excavation =i+ii+iii=
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
Machinary Component
(i) Use of hydraulic excavator & labour
J.C.B. type excavator (0.40 cum Bucket
capacity) hourly rate
Hourly rate 500.00 500.00 P Hr
Amount for Disel 5.00 @ 59.00 295.00 P Hr
795.00 P Hr
(ii) Use of Dumpers & Hourly rate for Dumper
175.00 175.00 P Hr
Amount for Disel 3.00 @ 59.00 177.00 P Hr
352.00 P Hr
iii Use of Tractor up to 40 hp 73.57 74.00 P Hr
Amount for Disel 1.40 @ 59.00 83.00 P Hr
157.00 P Hr
iv Use of Karwa 75.00 75.00 P Hr
Assuming per hour out put as cum 35.00 Cum
i Machinary required as:
J.C.B. 1.00 @ 795.00 795.00 no
Dumper 3.00 @ 352.00 1056.00 no
Tractor up to 40 hp 1.00 @ 157.00 157.00 no
Karawha 1.00 @ 75.00 75.00 no
2083.00
iii Component for labour for breaking of clods,
sorting of grass, pebbles etc. & dressing for
10% of qty. of per hour output ie. 10 % of 35
cum = 3.5 cum
2/3 beldar required for 1 cum, therefore for
3.5 cum 2.33 @ 189 441.00 no
Mate 1/8 @ 225.00 28.13 no
Mistry 1/30 @ 400.00 13.33 no
482.46
T&P and Labour welfare 3%+Sundaries1%
contractor profit 10% I.e = 14% on
482.46 14 67.54 %
550.00
2633.00
Income tax 2.06% + Sale tax 3% + Royalti
1% + labour cess1.0% I.e = 7.06 % on 2633.00 7.06 185.89
2818.89
80.54
Say 81.00 Cum
b. With lead beyond 250 m and up to 750 m
(for average lead ½ Km) 81.00 7.20 88.20 Cum
c. Add extra for each subsequent lead of 500m
or part, there of beyond ½ Km and up to 5
km 6.00 Cum
d. Add extra beyond 5km for each subsequent
km. or part there-of. 8.00 Cum
Total hourly rate for one no of J.C.B.
Total hourly rate for one no of Dumper
Total hourly rate for one no of Tractor
Total of (a) {Total charges for Machinary for 1 hr with POL}
Total rate of excavation =i+ii+iii=
Rate for 1 cum
e Deduct if only carriage of earth is to be done
( including unloading and placing on
embankment in 15 cm layers) 22.00 Cum
19 Deduct in item no 18 (a) & (b) above if
Standard Proctor's density to be achived is at
least 95% 5.00 Cum
20 Compaction of earth or highly weathered
strata
a. By manually or plain roller. (density 90% of
Proctor)
Hire charges of Plain roller 0.022 @ 150.00 3.30 Cum
Tractor 0.022 @ 526.80 11.59 Cum
14.89
Labour welfare 2%+contractor profit 10% I.e
= 12% on 14.89 12.00 1.79 %
16.68
Income tax 2.06% + Sale tax 3% + Royalti
1% + labour cess1.0% I.e = 7.06 % on 16.68 7.06 1.18 %
17.85
Say 18.00 Cum
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
Hire charges of roller 0.025 @ 200.00 5.00 Cum
Tractor above 40 HP 0.025 @ 752.00 18.80 Cum
23.80
Labour welfare 3%+contractor profit 10% +
sundries 1% I.e = 14% on 23.80 14 3.33 %
27.13
Income tax 2.06% + Sale tax 3% + Royalti
1% + labour cess1.0% I.e = 7.06 % on
27.13 7.06 1.92
29.05
Say 29.00 Cum
(ii) at least 95% of Standard Proctor's density
Hire charges of Sheep foot roller 0.023 @ 200.00 4.60 Cum
Tractor above 40 HP 0.023 @ 716.60 16.48 Cum
21.08
Labour welfare 2%+contractor profit 10% I.e
= 12% on 21.08 14 2.95 %
24.03
Income tax 2.06% + Sale tax 3% + Royalti
1% + labour cess1.0% I.e = 7.06 % on
24.03 7.06 1.70
25.73
Say 26.00 Cum
c. Add extra over item No. 20 (b) for
compaction in restricted area nearby
structure or flanks by hand rammers or by
pneumatic tampers. 20.00% Cum
d. Add extra over item No. 20 (b) Compaction
of earth work by mechanically operated
vibro compactor. 10.00% Cum
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
Labour required for 1 sqm lip cutting having
thickness 0.45 m
Beldar 1/12 @ 189.00 15.75 no
T&P and Labour welfare 3%+Sundaries1%
contractor profit 10% I.e = 14% on
15.75 14 2.21 %
17.96
Income tax 2.06% + Sale tax 3% + Royalti
1% + labour cess1.0% I.e = 7.06 % on
17.96 7.06 1.27
19.22
Say 19.00 Sqm
22 Benching base and depositing the excavated
material including dressing etc. complete
within initial lead up to 50m and lift up to
1.5m
Labour required for 1 cum
Beldar for excavation 1/6 @ 189.00 31.50 no
Beldar for dressing 1/9 @ 189.00 21.00 no
52.50
T&P and Labour welfare 3%+Sundaries1%
contractor profit 10% I.e = 14% on
52.50 14 7.35 %
59.85
Income tax 2.06% + Sale tax 3% + Royalti
1% + labour cess1.0% I.e = 7.06 % on 59.85 7.06 4.23
64.08
Say 65.00 Cum
23 Labour charges for puddle work to obtain
minimum dry density as 90 % of M.D.D.
Labour required for 1 cum
Beldar 1/4 @ 189.00 47.25 no
T&P and Labour welfare 3%+Sundaries1%
contractor profit 10% I.e = 14% on
47.25 14 6.62 %
53.87
Income tax 2.06% + Sale tax 3% + Royalti
1% + labour cess1.0% I.e = 7.06 % on 53.87 7.06 3.80
57.67
Say 58.00 Cum
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.
Labour required for 1RM
Beldar for excavation 1/5 @ 189.00 37.80 no TASK CHANGED
Beldar for dressing , Ramming etc 1/6 @ 189.00 31.50 no
69.30
T&P and Labour welfare 3%+Sundaries1%
contractor profit 10% I.e = 14% on
69.30 14 9.70 %
79.00
Income tax 2.06% + Sale tax 3% + Royalti
1% + labour cess1.0% I.e = 7.06 % on
79.00 7.06 5.58 %
84.58
Say 85.00 Per RM
25 Dressing of uneven embankment in required
profile
Beldar for dreessing, ramming etc 0.04 @ 189.00 7.56
T&P and Labour welfare 3%+Sundaries1%
contractor profit 10% I.e = 14% on
7.56 14 1.06
8.62
Income tax 2.06% + Sale tax 3% + Royalti
1% + labour cess1.0% I.e = 7.06 % on 8.62 7.06 0.61
9.23
Say 9.30 Sqm
26 Picking the surface of old embankment
Beldar for Picking 0.01 @ 189.00 1.89
T&P and Labour welfare 3%+Sundaries1%
contractor profit 10% I.e = 14% on
1.89 14 0.26
2.15
Income tax 2.06% + Sale tax 3% + Royalti
1% + labour cess1.0% I.e = 7.06 % on 2.15 7.06 0.15
2.31
Say Sqm
27 Scrapping of grass and shrubs
Beldar for Scraping of grass and shurbs 0.0125 @ 189.00 2.36
T&P and Labour welfare 3%+Sundaries1%
contractor profit 10% I.e = 14% on
2.36 14 0.33
2.69
Income tax 2.06% + Sale tax 3% + Royalti
1% + labour cess1.0% I.e = 7.06 % on 2.69 7.06 0.19
2.88
Say 2.90 Sqm
28 Ploughing/ Picking of surface of old
embankment
Tractor rental charges for one sqm (in one
day tractor will plough 2 bigha) 0.0011012 @ 575.00 0.63 TASK CHANGED
Karawha (in one day tractor will plough 2
bigha) 0.0011012 @ 75.00 0.08
pol of tractor 24 @ 59.00 1.56
one beldar for 3 bigha 0.0011012 @ 189.00 0.21
T&P and Labour welfare 3%+Sundaries1%
contractor profit 10% I.e = 14% on 0.21 14.00 0.029
2.51
Income tax 2.06% + Sale tax 3% + Royalti
1% + labour cess1.0% I.e = 7.06 % on
2.51 7.06 0.18
2.69
Say 2.70 / 10 Sqm
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.
Labour required for 1 sqm
Beldar for Ploughing, levelling etc. 1/8 @ 189.00 23.63 no
Beldar for transplantation of grass 1/8 @ 189.00 23.63 no
Cost of grass seeds 1.00 LS
Maintenance charges including watering 15.00 LS
63.25
T&P and Labour welfare 3%+Sundaries1%
contractor profit 10% I.e = 14% on
63.25 14 8.86 %
72.11
Income tax 2.06% + Sale tax 3% + Royalti
1% + labour cess1.0% I.e = 7.06 % on 72.11 7.06 5.09 %
77.20
Say 77.00 Sqm
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
Beldar for spreading 0.0175 189.00 3.31 no
T&P and Labour welfare 3%+Sundaries1%
contractor profit 10% I.e = 14% on
3.31 14.00 0.46 %
3.77
Income tax 2.06% + Sale tax 3% + Royalti
1% + labour cess1.0% I.e = 7.06 % on
3.77 7.06 0.27
4.04
Say 4.10 Sqm
(b) 10 cm to 13 cm depth
Beldar for spreading 0.026 189.00 4.91 no
T&P and Labour welfare 3%+Sundaries1%
contractor profit 10% I.e = 14% on
4.91 14.00 0.69 %
5.60
Income tax 2.06% + Sale tax 3% + Royalti
1% + labour cess1.0% I.e = 7.06 % on 5.60 7.06 0.40
6.00
Say 6.00 Sqm
(c) 15 cm to 18 cm depth
Beldar for spreading 0.028 189.00 5.29 no
T&P and Labour welfare 3%+Sundaries1%
contractor profit 10% I.e = 14% on
5.29 14 0.74 %
6.03
Income tax 2.06% + Sale tax 3% + Royalti
1% + labour cess1.0% I.e = 7.06 % on
6.03 7.06 0.43
6.46
Say 6.50 Sqm
31 Repairs of rain cuts, gullies etc. on bunds
embankments, canals and other petty works.
20.00%
extra on
basic rate
32 Watering of earth including cost of carriage
of water when source of water is
(a) up to 1 km
Water tanker 0.013 @ 175.00 2.28 no
Water man (Beldar) 0.02 @ 189.00 3.78 no
6.06
T&P and Labour welfare 3%+Sundaries1%
contractor profit 10% I.e = 14% on
6.06 14 0.85 %
6.90
Income tax 2.06% + Sale tax 3% + Royalti
1% + labour cess1.0% I.e = 7.06 % on 6.90 7.06 0.49
7.39
Say 7.40 Cum
(b) Beyond 1 Km but upto 5 Km extra per Km
Water tanker 0.015 @ 175.00 2.63 no
2.63
T&P and Labour welfare 3%+Sundaries1%
contractor profit 10% I.e = 14% on
2.63 14 0.37 %
2.99
Income tax 2.06% + Sale tax 3% + Royalti
1% + labour cess1.0% I.e = 7.06 % on 7.06 2.99 0.21 %
3.20
Say 3.30 Cum
(d) Extra for every subsequent 1 Km or part
thereof when source is more than 5 Km
Water tanker 0.011 @ 175.00 1.93 no
1.93
T&P and Labour welfare 3%+Sundaries1%
contractor profit 10% I.e = 14% on
1.93 14 0.27 %
2.19
Income tax 2.06% + Sale tax 3% + Royalti
1% + labour cess1.0% I.e = 7.06 % on
2.19 7.06 0.15 %
2.35
Say 2.40 Cum
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.
12.00 Cum
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.
a Cost of material
1 Cum sand @ 740.00 740.00
b Labour Charges
1/2 Beldar @ 189.00 94.50
T&P,Labour welfare @ 3% on 94.50 2.84
Sundries 1% of 94.50 0.95
Contractor's profit @ 10% on 94.50 9.45
Income tax 2.06% + Sale tax 3% + Royalti
1% + labour cess1.0% I.e = 7.06 % on
107.73 7.61
106.79 748.55
Say 107.00 749.00 856.00 Cum
35 Supplying and laying aggregate in layers and
profile as specified including all leads &
lifts.
(a) Broken ballast 40 to 80 mm size
i Cost of material
1 Cum aggregate @ R 536.00 536.00
ii Labour Charges
½ Beldar @ 189 94.50
T&P,Labour welfare @ 3% on 94.50 2.84
Sundries 1% of 94.50 0.95
Contractor's profit @ 10% on 94.50 9.45
Income tax 2.06% + Sale tax 3% + Royalti
1% + labour cess1.0% I.e = 7.06 % on 107.73 7.61
106.79 8.55
Total i+ii 106.79 544.55
Say 107.00 545.00 652.00 Cum
(b) Broken ballast 20 to 40 mm size
i Cost of material
1 Cum aggregate @ 680.00 680.00
ii Labour Charges
As per item a ii 106.79 8.55
106.79 688.55
Say 107.00 689.00 796.00 Cum
(c) River gravel 40 to 80 mm size
i Cost of material
PART C : PROTECTION WORK
1 Cum river gravel @ 534.00 534.00
ii Labour Charges
As per item a ii 106.79 8.55
106.79 542.55
Say 107.00 543.00 650.00 Cum
(d) River gravel 20 to 40 mm size
i Cost of material
1 Cum river gravel @ 670.00 670.00
ii Labour Charges
As per item a ii 106.79 8.55
106.79 678.55
Say 107.00 679.00 786.00 Cum
(e) River gravel up to 20 mm size
i Cost of material
1 Cum river gravel @ 735.00 735.00
ii Labour Charges
As per item a ii 106.79 8.55
106.79 743.55
Say 107.00 744.00 851.00 Cum
36 Dry boulder filling in required profile with
filling of voids etc. complete including all
lead & lifts, and well finished surface
i Cost of material
1 Cum Boulders @ 650.00 650.00
0.2 Cum Spalls @ 400.00 80.00
ii Labour Charges
1 Beldar @ 189 189.00
T&P,Labour welfare @ 3% on 189.00 5.67
Sundries 1% of 189.00 1.89
Contractor's profit @ 10% on 189.00 18.90
Income tax 2.06% + Sale tax 3% + Royalti
1% + labour cess1.0% I.e = 7.06 % on
215.46 15.21
213.57 17.10
Total i+ii 213.57 747.10
Say 214.00 747.00 961.00 Cum
37 Supplying and laying quarry spalls properly
graded but not more than 10cm in size with
spreading in required profile including all
leads & lifts
i Cost of material
1 Cum Spalls @ 400.00 400.00
ii Labour Charges
1 Beldar @ 189 62.37
T&P,Labour welfare @ 3% on 62.37 1.87
Sundries 1% of 62.37 0.62
Contractor's profit @ 10% on 62.37 6.24
Income tax 2.06% + Sale tax 3% + Royalti
1% + labour cess1.0% I.e = 7.06 % on 71.10 5.02
70.48 5.64
Total i+ii 70.48 405.64
Say 70.00 406.00 476.00 Cum
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)
i Cost of material
1 Cum of pitching stones of 45 cms depth @
780.00 780.00
0.10 cum quarry spalls @ Rs. 400.00 40.00
0.00 820.00
ii Labour Charges
½ Mason grade II @ 400 200.00
1.5 Beldar @ 189 283.50
483.50
T&P,Labour welfare @ 3% on 483.50 14.51
Sundries 1% of 483.50 4.84
Contractor's profit @ 10% on 483.50 48.35
Income tax 2.06% + Sale tax 3% + Royalti
1% + labour cess1.0% I.e = 7.06 % on 551.19 38.91
546.36 43.75
Total i+ii 546.36 863.75
Say 546.00 864.00 1410.00 Cum
(b) 23 cm thickness (± 5 % thickness tolerance)
i Cost of material
1 Cum of pitching stones of 23 cms depth @
750.00 750.00
0.10 cum quarry spalls @ 400.00 40.00
0.00 790.00
ii Labour Charges
½ Mason grade II @ 400 200.00
¾ Beldar @ 189 141.75
341.75
T&P,Labour welfare @ 3% on 341.75 10.25
Sundries 1% of 341.75 3.42
Contractor's profit @ 10% on 341.75 34.18
Income tax 2.06% + Sale tax 3% + Royalti
1% + labour cess1.0% I.e = 7.06 % on 389.60 27.51
386.18 30.92
Total i+ii 386.18 820.92
Say 386.00 821.00 1207.00 Cum
(c) 30 cm thickness (± 5 % thickness tolerance)
i Cost of material
1 Cum of pitching stones of 30 cms depth @
780.00 780.00
0.10 cum quarry spalls @ 400.00 40.00
0.00 820.00
ii Labour Charges
½ Mason grade II @ 400 200.00
1Beldar @ 189 189.00
389.00
T&P,Labour welfare @ 3% on 389.00 11.67
Sundries 1% of 389.00 3.89
Contractor's profit @ 10% on 389.00 38.90
Income tax 2.06% + Sale tax 3% + Royalti
1% + labour cess1.0% I.e = 7.06 % on
443.46 31.31
439.57 35.20
Total i+ii 439.57 855.20
Say 440.00 855.00 1295.00 Cum
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)
i Cost of material
1 Cum of stones(boulders) @ 670.00 670.00
0.10 cum quarry spalls @ 400.00 40.00
0.00 710.00
ii Labour Charges
1/6 Mason grade II @ 400 66.67
1Beldar @ 189 189.00
255.67
T&P,Labour welfare @ 3% on 255.67 7.67
Sundries 1% of 255.67 2.56
Contractor's profit @ 10% on 255.67 25.57
Income tax 2.06% + Sale tax 3% + Royalti
1% + labour cess1.0% I.e = 7.06 % on 291.46 20.58
288.90 23.13
Total i+ii 288.90 733.13
Say 289.00 733.00 1022.00 Cum
(b) 30 cm thickness (± 5 % thickness tolerance)
i Cost of material
1 Cum of stones(boulders) @ 670.00 670.00
0.10 cum quarry spalls @ 400.00 40.00
0.00 710.00
ii Labour Charges
1/6 Mason grade II @ 400 66.67
1 1/5Beldar @ 189 226.80
293.47
T&P,Labour welfare @ 3% on 293.47 8.80
Sundries 1% of 293.47 2.93
Contractor's profit @ 10% on 293.47 29.35
Income tax 2.06% + Sale tax 3% + Royalti
1% + labour cess1.0% I.e = 7.06 % on
334.55 23.62
331.62 26.55
Total i+ii 331.62 736.55
Say 332.00 737.00 1069.00 Cum
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)
i Cost of material
0.95 Cum of stones(boulders) @ 630.00 598.50
0.00 598.50
ii Labour Charges
0.4 Beldar @ 189 75.60
75.60
T&P,Labour welfare @ 3% on 75.60 2.27
Sundries 1% of 75.60 0.76
Contractor's profit @ 10% on 75.60 7.56
Income tax 2.06% + Sale tax 3% + Royalti
1% + labour cess1.0% I.e = 7.06 % on
86.18 6.08
85.43 6.84
Total i+ii 85.43 605.34
Say 85.00 605.00 690.00 Cum
(b) Deduct from item no 40 (a) if only laying is
to be done 630.00 Cum
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.250.00 100 m
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.
Average out put per day (3000 sqm)
Hire charges of tractor 0.03 @ 515.00 13.73 /10 Sqm
Hire charges of karwah 0.027 @ 75.00 2.00 /10 Sqm
pol @3 lit/ hr 0.080 @ 57.63 4.61 /10 Sqm
as per item no. 10 c of part A of this chapter
PART – D : QUARRY RUBBISH / SPALL :-
mistry 0.003 @ 400.00 1.33 /10 Sqm
21.68 /10 Sqm
Labour Charges 0.020 @ 189.00 3.78 /10 Sqm
T&P and Labour welfare 3%+Sundaries1%
contractor profit 10% I.e = 14% on
3.78 14 0.53 %
25.99
Income tax 2.06% + Sale tax 3% + Royalti
1% + labour cess1.0% I.e = 7.06 % on
25.99 7.06 1.83
27.82
Say 28.00 /10 Sqm
44 Spreading & consolidation / compaction of
quarry rubbish / spalls to required grade &
camber by plain roller including watering.
CHARGES FOR COMPACTION
Average out put of one roller for I km top
width 4.5 meter
Hire charges of Plain roller 0.002 @ 7120.00 15.82 /10 Sqm
pol @5 lit/ hr 0.002 @ 2305.20 5.12 /10 Sqm
water charges for compaction required 5.24 /10 Sqm
26.18 /10 Sqm
Labour Charges
7 Beldar for spreading 0.016 @ 189 2.94 no
T&P and Labour welfare 3%+Sundaries1%
contractor profit 10% I.e = 14% on
2.94 14 0.41 %
3.35
Income tax 2.06% + Sale tax 3% + Royalti
1% + labour cess1.0% I.e = 7.06 % on
29.53 7.06 2.09
31.62
CHARGES FOR SPREADING 28.00
Say 60.00 /10 Sqm
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.
Survey work
survey work in semi hilly area 1 550.00 550 p sqm
constr of pucca bench mark 4 425.00 1700 no
distance stone 5 180.00 900 no
3150
Rehabilitation work
Jungle clearance = 1000*2.2 2200 0.70 1540 p sqm
silt clearance =1000(0.5+1.0)*0.5*0.3 240 65.00 15600 p cum
Bank formation = 2*1000(0.3+0.5)*0.5*0.1 80 69.00 5520 p cum
contractor profit is already added 22660
25810
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.
PART – E CONSTRUCTION OF WATER COURSE :-
CC 1:3:6 2 1 0.35 0.1 0.07 CUM
2 0.5 0.35 0.1 0.035 CUM
0.105 CUM 3338.00 350.49
RR in foundation CM 1:6
2 1 0.35 0.4 0.28 CUM
2 0.5 0.35 0.4 0.14 CUM
0.42 CUM 2850.00 1197
Nakka be lining in CC 1;3;6, 75 MM thick
1 1 0.35 0.35 sqm
1 0.85 0.35 0.2975 sqm
0.6475 sqm 302.00 195.545
coping 2 1 0.35 0.7 sqm
2 0.5 0.35 0.35 sqm
1.05 sqm 195.00 204.75
plaster 2 1 0.4 0.8 sqm
2 0.85 0.4 0.68 sqm
1.48 sqm 196.00 290.08
S&F nakka gate 450
2688
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.
Rate of single nakka 2688
Extra of nakka gate 450
3138
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.
Excavation 2 1.1 1.1 0.5 1.21
1 4.4 0.3 0.3 0.396
1.606 59.00 94.754
CC 1:3:6 2 1.1 1.1 0.1 0.242 3338.00 807.796
RR in foundation CM 1:6 8 0.85 0.35 0.9 2.142 2850.00 6104.7
coping 2 4 0.35 2.8 195.00 546
plaster 2 4.4 0.4 3.52 196.00 689.92
P&L spun pipe 5 5 730 3650
11893
1
2
3
4
5
6
7
8
9
10
11
12
13
14
Labour Material Total
1 Earth work in Excavation for trench and
foundation for masonry works including
shoring if necessary and disposal of
excavated material with initilal lead of 50
meter and initial lift of 1.5 meter.
(A) Soft / loose soil
(i) Labour charges
3.0 beldar (excavators, fillers and carriers )
@ Rs. 189.00 567.00
1/6 Beldar for dressing @ Rs. 0.00 0.00
1/10 Mate @ Rs. 225.00 3.75
1/50 Mistry @ 400.00 8.00
578.75
(ii) Other charges
T&P, Labour welfare @ 3% on Rs. 578.75 17.36
Sundries etc. 1% on Rs. 578.75 5.79
Basic rate
in `
No extra payment will be made for de-watering on any items of this chapter.
Rate in `
In case hard rock requiring blasting is more than 500 cum, it shall be got checked and approved by the
Superintending Engineer.
Unit
Mixed rates 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.
Item
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.
PART "A" : EARTH WORK IN EXCAVATION
No Payment for construction and maintenance of haul roads for approach to borrow area shall be
admissible and cost thereof of shall be deemed to have been included in the item rates given below.
The rates of earthwork for bunds are for complete item and includes allowance for shrinkage due to
compaction, wastage 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.
ANALYSIS FOR WORK TO BE EXECUTED
BY MANUAL LABOUR
CHAPTER - V
NOTES
The use of explosive in excavation shall not be considered as a "reason" for classification of strata.
EARTHWORK IN EXCAVATION / EMBANKMENT AND PROTECTION WORKS
These rates are at work site inclusive of all taxes, levies , turn over tax, income tax, sales tax, octroi,
panchayat tax, Contractors profit, overheads & royalty etc.
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.
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)
S. No.
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.
33
Labour Material Total
Basic rate
in `
Rate in `
UnitItemS. No.
Contractor's profit @ 10% on Rs. 578.75 57.88
Income tax 2.06% + Sale tax 1.50% + labour
cess 1%+ Royalti 1.50% I.e = 6.06 % on
Rs. 659.78 39.98
Total For 10 cum 653.99 45.77
Say Rs. For 1 cum 65.00 5.00 70.00 Cum
(B) Hard / dense soil
(a) Labour charges
3.5 beldar (excavators, fillers and carriers )
@ Rs. 189.00 661.50
1/4 Beldar for dressing @ Rs. 0.00 0.00
1/8 Mate @ Rs. 225.00 22.50
1/40 Mistry @ 400.00 10.00
694.00
(b) Other charges
T&P, Labour welfare @ 3% on Rs. 694.00 20.82
Sundries etc. 1% 694.00 6.94
Contractor's profit @ 7.5% on Rs. 694.00 52.05
Income tax 2.06% + Sale tax 1.50% + labour
cess 1%+ Royalti 1.50% I.e = 6.06 % on
Rs. 773.81 46.89
Total For 10 cum 766.87 53.83
Say Rs. For 1 cum 77.00 5.00 82.00 Cum
(C) Hard soil mixed with kankar / boulders,
morrum
(a) Labour charges
5 Beldars ( excavators, fillers and carriers )
@ Rs. 189.00 945.00
1/6 Mate @ 225.00 37.50
1/30 Mistry 400.00 13.33
995.83
(b) Other charges
T&P, Labour welfare @ 3% on Rs. 995.83 29.88
Sundries etc. 1% 995.83 9.96
Contractor's profit @ 10% on Rs. 995.83 99.58
Income tax 2.06% + Sale tax 1.50% +
Royalti 0.50% I.e = 4.06 % on Rs. 1135.25 46.09
Total For 10 cum 1125.29 56.05
Say Rs. For 1 cum 113.00 6.00 119.00 Cum
2 Earth work in Excavation for trench and
foundation for masonry works including
shoring if necessary and disposal of
excavated material with initilal lead of 50
meter and initial lift of 1.5 meter.
(A) Soft / disintegrated rock
a) Labour charges
10 Beldars ( excavators, fillers and carriers )
@ Rs. 189.00 1890.00
1/3 Mate @ Rs. 225.00 75.00
1/15 Mistry @ 400.00 26.67
1991.67
(b) Other charges
T&P, Labour welfare @ 3% on Rs. 1991.67 59.75
Sundries etc. 1% 1991.67 19.92
Contractor's profit @ 10% on Rs. 1991.67 199.17
Income tax 2.06% + Sale tax 1.50% +
Royalti 0.50% I.e = 4.06 % on Rs.2270.50 92.18
Total For 10 cum 2250.58 112.10
Say Rs. For 1 cum 225.00 11.00 236.00 Cum
(B) Hard rock not requiring blasting
a) Labour charges
14.5 Beldars ( excavators, fillers, carriers &
dressers ) @ Rs. 189.00 2740.50
2 stone breakers and heavy material lifters
@ Rs. 270.00 540.00
1/5 Beldar for stacking @ Rs. 189.00 37.80
1/4 Mate @ Rs. 225.00 56.25
1/10 Mistry @ Rs. 400.00 40.00
3414.55
(b) Other charges
T&P, Labour welfare @ 3% on Rs. 3414.55 102.44
34
Labour Material Total
Basic rate
in `
Rate in `
UnitItemS. No.
Sundries etc. 1% 3414.55 34.15
Contractor's profit @ 10% on Rs. 3414.55 341.46
Income tax 2.06% + Sale tax 1.50% +
Royalti 0.50% I.e = 4.06 % on Rs. 3892.59 158.04
Total For 10 cum 3858.44 192.18
Say Rs. For 1 cum 386.00 19.00 405.00 Cum
Deduct cost of Quarry rubish 380.00 x 0.20 76.00
Net 310.00 19.00 329.00 Cum
(C) Phylites & other hard rock requiring
nominal blasting
(i) Drilling charges
a Considering life of drill rod for drilling in
phylites as 350 m, and cost as for 800 mm
rod, cost of drill rod per m.of drilling
3600 10.29
b Sharpening charges for grinders L.S 20.00
c Pipe fitting,hoses, lubricating oil etc. 8.00
d Charges for jack hammer @ Rs. per day of 8
hours, 75 m/day drilling 300 4.00
e Using 210 cfm air compressor supplying air
to 2 jack hammers, hire charges @ Rs.
Rent for 8 hr. 850
Fuel for 8 Hr @ 5 Lit per hr. 2360
3210 21.40
Add for re-handling of equipment L.S 10.00
73.69
(ii) Labour for drilling.
2 Nos. drillers @ Rs. 260.00 520.00
1 Nos. Helper @ Rs. 300.00 300.00
½ No. Beldar for spreading hose pipe,
shifting, making connection etc. @ Rs. 189.00 94.50
1/20 No. fitter @ Rs. 350 17.50
1/20 No. helper @ Rs. 300.00 15.00
947.00
T&P, Labour welfare @ 3% on Rs. 947.00 28.41
Sundries etc. 1% 947.00 9.47
Contractor's profit @ 10% on Rs. 947.00 94.70
Income tax 2.06% + Sale tax 1.50% +
Royalti 0.50% I.e = 4.06 % on Rs. 1153.27 46.82
1070.11 56.29
Total charges for 150 m drilling rate/ metre
of drilling 7.13 0.38
Total drilling charges per metre (1)+(ii) 7.13 74.06
Considering 15 holes/ 10 cum of blasting
and 750 mm drilling/holes total drilling
charges i.e 11.25 times of above rate. 80.26 833.19
(iii) Cost of explosives.
considering ½ stick in each , supplemented
by ammonium nitrate as catalysing agent
Gelatine required = 1/2x15x0.14 = 1.05 kg
@ Rs. 120.00 126.00
Ammonium Nitrate required @100 gms/hole
= 1.5 Kg.@ Rs. per Kg. 70.00 105.00
Ordinary detonators 1 No,/hole 15 Nos @
Rs. 18.00 270.00
Fuse coil 1 m/hole = 15 metres @ Rs. Per
meter 6.00 90.00
591.00
(iv) Labour charges.
19 Beldars ( excavators fillers carriers &
dressers etc.) @ Rs. 189.00 3591.00
2 stone breakers and heavy material lifters
@ Rs. 270.00 540.00
2/3 Mate @ Rs.47.00 each 225.00 150.00
1/15 Mistry @ Rs.75.00 each 400.00 26.67
4307.67
Other charges
T&P, Labour welfare @ 3% on Rs. 4307.67 129.23
Sundries etc. L.S. 1% 4307.67 43.08
35
Labour Material Total
Basic rate
in `
Rate in `
UnitItemS. No.
Contractor's profit @ 10% on Rs. 4307.67 430.77
Income tax 2.06% + Sale tax 1.50% +
Royalti 0.50% I.e = 4.06 % on Rs. 5501.74 223.37
for 10 Cum 4947.92 1764.32
Say Rs. for 1 Cum 495.00 176.00 671.00 Cum 213.00
Deduct cost of stones 650.00 x 0.20 130.00
Net 365.00 1764.32 541.00 Cum
(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.
A Drilling charges
i Considering life of drill rod as 150 m of
drilling hard rock and cost of one drill rod
(800 m) as Rs. cost of drill rod per m
of drilling 3600 24.00
ii Sharpening charges for grinders L.S. 20.00
iii Pipe fitting etc. including depreciated cost of
G.I.pipe line, fitting ofhose coupling
lubricating oil etc. L.S. 8.00
iv Charges for jack hammer assuming one jack
hammer will drill 50 m of length in one shift
of 8hours , Hire charges of jack hammer @
Rs…. per day for 8 hours, the charges for
per metre drilling =
300 6.00
v Using 210 cfm air compressor supllying air
to 2 jack hammers, hire charges of 210 cfm
(diesel )compressor @ Rs.
Rent for 8 hr. 850
Fuel for 8 Hr @ 5 Lit per hr. 2360
3210 32.10
Add for re-handling of equipment L.S 1.00
91.10
vi Labour required for drilling in one shift with
two jack hammers i.e for 100 metre drilling
2 Nos drillers @ Rs. 260.00 520.00
Driller helper 1 Nos @ Rs. 300.00 300.00
Beldar for spreading hose pipe, shifting
making connections ½ Nos. @ 189.00 94.50
1/6 fitter @ Rs. 350 58.33
1/6 helper to fiter @ Rs. 300.00 50.00
1022.83
T&P, Labour welfare @ 3% on Rs. 1022.83 30.69
Sundries etc. 1% 1022.83 10.23
Contractor's profit @ 10% on Rs. 1022.83 102.28
Income tax 2.06% + Sale tax 1.50% +
Royalti 0.50% I.e = 4.06 % on Rs. 1257.13 51.04
1155.80 61.27
Charges/metre drilling 11.56 0.61
Total drilling charges/M 11.56 91.71
Say 12.00 92.00 104.00
Thus 750 mm drilling/hole., total drilling
charges per cum for 1.50m ( 2 holes) 18.00 138.00
Say 18.00 138.00 156.00
(b) Blasting charges
Considering 2 Holes to be blasted for 1 cum
solid, gelatine required 0.28 kg @ Rs.
Kg(@ 0.14 Kg each stick) 120.00 33.60
36
Labour Material Total
Basic rate
in `
Rate in `
UnitItemS. No.
Ordinary detonators 2 Nos. @ Rs. each
18.00 36.00
Fuse coil 4 metres @ Rs. 6.00 24.00
Add 2½ % for rehandling of explosive
material on Rs. 93.60 2.34
Labour required per cum
1/200 Blaster @ Rs. 300 1.50
1/200 helper @ Rs. 300.00 1.50
3.00 95.94
T&P, Labour welfare @ 3% on Rs. 3.00 0.09
Sundries etc. 1% 3.00 0.03
Contractor's profit @ 10% on Rs. 3.00 0.30
Income tax 2.06% + Sale tax 1.50% +
Royalti 0.50% I.e = 4.06 % on Rs. 99.36 4.03
Total Blasting Charges 3.39 100.00
Say Rs. 3.00 100.00 103.00
( c) Mucking charges
Labour required for mucking
10 cum of solid rock
2 Nos. stone breakers @ Rs. 270.00 540.00
4 Nos.excavators ( Beldars ) @ Rs. 189 756.00
3 Nos fillers (Beldars ) @ Rs. per day 189 567.00
2 Nos heavy material lifters ( chawalia) @
Rs. 300.00 600.00
6 Nos carriers ( Beldars @ Rs. 189 1134.00
1 Nos.dresser ( Beldar ) @ Rs. 189 189.00
1/2.5 Mate @ Rs. 225.00 90.00
1/10 Mistry @ Rs. 400.00 40.00
3916.00
T&P, Labour welfare @ 3% on Rs. 3916.00 117.48
Sundries etc. 1% 3916.00 39.16
Contractor's profit @ 10% on Rs. 3916.00 391.60
Income tax 2.06% + Sale tax 1.50% +
Royalti 0.50% I.e = 4.06 % on Rs. 4464.24 181.25
for 10 Cum 4425.08 220.41
Say Rs. for 1 Cum 443.00 22.00 465.00
Summary of charges ( for one cum )
a)Drilling charges 18.00 138.00 156.00
b)Blasting charges 3.00 100.00 103.00
c)Mucking charges. 443.00 22.00 465.00
464.00 260.00 724.00 Cum
Deduct cost of stones 650.00 x 0.25 163.00
Net 301.00 260.00 561.00 Cum
(b) Only mucking charges including dressing 465.00 Cum
(E) Excavation including loading unloading
disposal and dressing of excavated mix
strata ( soil & 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. (Mix strata shall be applicable only
up to depth of 2 m beyound depth of 2.0 m
actual strata classification shall be
applicable. )
Strata classification % Rate Amount
Soft / loose soil 5 70.00 3.50
Hard / dence soil 20 82.00 16.40
Hard sol mixed with murrm & boulder 20 119.00 23.80
Soft / desintegrated rock 30 236.00 70.80
Hard rock not requiring blasting 15 329.00 49.35
Phylite rock requiring nominal blasting 5 541.00 27.05
Hard rock blasted 5 561.00 28.05
100.00 218.95
Say 219.00 Cum
37
Labour Material Total
Basic rate
in `
Rate in `
UnitItemS. No.
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 730.00 Cum 1.346821
(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.
757.00 Cum
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 1.5mcomplete in all respect
for 10 Cum
i 10 m of line drilling @ Rs. 104.00 120.00 920.00
ii a 20 Beldars for barring and wedging etc. @
Rs. 189 3780.00
b 15 Beldars for removing muck @ Rs. 189 2835.00
c 5 Stone breaker @ Rs. 270.00 1350.00
d 1 Mate @ Rs. 225.00 225.00
e 1/10 Mistry @ Rs. 400.00 40.00
8230.00
iii Cost of operating one Khurpa machine for
chipping
a Compressor 210 cfm for 2 hr. @
Rent for 8 hr. 850.00 212.50
Fuel for 2 Hr @ 5 Lit per hr. @ Rs. 590 5900.00
b Khurpa machine with mol point 2 nos for
two hours @ Rs. 300.00 150.00
Toatal Rs. 6262.50
iv Other charges
T&P, Labour welfare @ 3% on Rs. 8230.00 246.90
Sundries etc. 1% 8230.00 82.30
Contractor's profit @ 10% on Rs. 8230.00 823.00
Income tax 2.06% + Sale tax 1.50% +
Royalti 0.50% I.e = 4.06 % on Rs. 15644.70 635.17
1069.90 717.47
Total (i to iv ) for 10 cum 9419.90 7899.97
Say for 1 Cum 942.00 790.00 1732.00 Cum
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.
a 1.50 m drilling @ Rs. 104.00 18.00 138.00
b Blasting Charges
i Gelatin 0.5 kg @ Rs. 120.00 60.00
ii Electric Detonator 4 nos @ Rs. 40.00 160.00
38
Labour Material Total
Basic rate
in `
Rate in `
UnitItemS. No.
iii Rehandling of Expplosive @ 2.50% on Rs.
220.00 5.50
iv Labour and other charges for blasting as per
2 D(b) 3.00
v Mucking charges as per 2 D(c) 443.00 22.00
464.00 385.50
Say for 1 Cum 464.00 386.00 850.00 Cum
ANALYSIS FOR 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) Machinary components
(i) Use of hydraulic excavator & labour
J.C.B. type excavator (0.40 cum Bucket
capacity) hourly rate
Hourly rate 500.00 500.00 P Hr
POL consumption of JCB @ 5 lit Per Hr 5.00 59 295.00
795.00 P Hr
(ii) Use of Dumpers & Hourly rate for Dumper
175.00 175.00 P Hr
POL consumption of dumper @ 0.25 lit Per
Km 3.13 59 184.38
359.38 P Hr
(a) For the strata Soft/Loose soil (out put per
hour)
40.00 Cum
i Machinary required as
J.C.B. 795.00 1.00 795.00 No
Dumper 359.38 3.00 1078.00 No
1873.00
0.3 beldar required for 1 cum, therefore for
40 cum no of beldar required 1.2 @ 189 226.80 No
Total 226.80
2099.80
T&P and Labour welfare 3%+Sundaries1%
contractor profit 10% = 14% on
226.80 0.14 31.75
Income tax 2.06% + Sale tax 3% + Royalti
1% + labour cess1.0% I.e = 7.06 % on 2131.55 0.0706 150.49
2282.04
57.05
Say 57.00 Cum
(b) For the strata Hard / dense soil soil (out put
per hour)40.00 Cum
i Machinary required as
J.C.B. 1.00 @ 795.00 795.00 No
Dumper 3.00 @ 359.38 1078.00 No
1873.00
iii Component for labour for excavation in bed
sides, finishing & dressing for 10% of
Quantity of per hour output ie. Of 40 cum =
4.0 cum
Mate @ 0.04 per cum 0.16 @ 225.00 36.00
1/3 beldar required for 1 cum, therefore for
40 cum no of beldar required = 1.3 @ 189 252.00 No
2161.00
T&P and Labour welfare 3%+Sundaries1%
contractor profit 10% = 14% on
288.00 0.14 40.32
Income tax 2.06% + Sale tax 3% + Royalti
1% + labour cess1.0% I.e = 7.06 % on
2201.32 0.0706 155.41
%
2356.73
Total hourly rate for one no of J.C.B.
Total of (a) Total charges forn Machinary per hour with POL
Total hourly rate for one no of Dumper
Total of (a) Total charges for Machinary per hour with POL
Total rate for 25 cum of excavation = (a)+(b)+(c)=
Total rate of excavation = (a)+(b)+(c)=
Therefore rate for per cum
39
Labour Material Total
Basic rate
in `
Rate in `
UnitItemS. No.
58.92
Say 59.00 Cum
(c) Hard soil mixed with Kankar / boulders,
Morrum 35.00 Cum
i Machinary required as
J.C.B. 1.00 @ 795.00 795.00 No
Dumper 3.00 @ 359.38 1078.00 No
1873.00
iii Component for labour for excavation in bed
sides, finishing & dressing for 10% of
Quantity of per hour output ie. Of 30 cum =
3 cum
Mate @ 0.04 per cum 0.15 @ 225.00 33.47
5/8 beldar required for 1 cum, therefore for
3.5 cum no of beldar required = 2.2 @ 189 413.44
T&P and Labour welfare 3%+Sundaries1%
contractor profit 10% = 14% on 446.91 0.14 62.57
Total 509.47
2382.47
Income tax 2.06% + Sale tax 3% + Royalti
1% + labour cess1.0% I.e = 7.06 % on
2382.47 0.0706 168.20
2550.68
72.88
Say 73.00 Cum
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.
Analysis for excavation in different type of
strata
(A) Machinary components
(i) Use of hydraulic excavator & labour
Hitachi or L&T type excavator (0.75 cum
Bucket capacity) hourly rate
Hourly rate 1200.00 1200.00 Per Hr
Amount for Disel 15.00 @ 59.00 885.00 P Hr
2085.00 P Hr
(ii) Use of Dumpers & Hourly rate for Dumper
175.00 175.00 P Hr
Amount for Disel 3.13 59.00 184.00 P Hr
359.00 P Hr
(a) For strata Soft / Disintegrated rock (out put
per hour) 40.00 Cum
i Machinary required as
J.C.B. 1.00 @ 2085.00 2085.00 No
Dumper 2.00 @ 359.00 718.00 No
2803.00
iii Component for labour for excavation in bed
sides, finishing & dressing for 10% of
Quantity of per hour output ie. of 40 cum =
4.0cum
Mate @ 0.0625 per cum 0.25 @ 225.00 56.25
1 beldar required for 1 cum, therefore for 4.0
cum no of beldar required =4.0 @ 189 756.00 No
T&P and Labour welfare 3%+Sundaries1%
contractor profit 10% = 14% on
756.00 0.14 105.84 %
Total 918.09
3721.09
Income tax 2.06% + Sale tax 3% + Royalti
1% + labour cess1.0% I.e = 7.06 % on
3721.09 0.0706 262.71
3983.80
99.59
Say 100.00 Cum
Total of (a) Total charges forn Machinary per hour with POL
Total rate for 30 cum of excavation = (a)+(b)+(c)=
Therefore rate for per cum
Total rate for 70 cum of excavation = (a)+(b)+(c)=
Total hourly rate for one no of J.C.B.
Total of (a) Total charges forn Machinary per hour with POL
Total hourly rate for one no of Dumper
Therefore rate for per cum
Therefore rate for per cum
40
Labour Material Total
Basic rate
in `
Rate in `
UnitItemS. No.
(b) For strata Hard rock not requiring blasting
(out put per hour) 30.00 Cum
i Machinary required as
J.C.B. 1.00 @ 2085.00 2085.00 No
Dumper 2.00 @ 359.00 718.00 No
2803.00
iii Component for labour for excavation in bed
sides, finishing & dressing for 10% of
Quantity of per hour output ie. Of 30 cum =
3 cum
Mate @ 0.0625 per cum 0.19 @ 225.00 42.19
2 beldar required for 1 cum, therefore for 3.0
cum no of beldar required =6.0 @ 189 1134.00 No
T&P and Labour welfare 3%+Sundaries1%
contractor profit 10% = 14% i.e. on
1134.00 0.14 158.76 %
Total 1292.76
4095.76
Income tax 2.06% + Sale tax 3% + Royalti
1% + labour cess1.0% I.e = 7.06 % on
4095.76 0.0706 289.16
4384.92
146.16
Say 147.00 Cum
(c) For strata Phylite & other hard rock
requiring nominal blasting
A Drilling charges
One drill rod 800 mm x 34 mm can drill 300.00 mt
Cost of one drill rod 3600.00 no
i Cost of drilling per meter run 3600.00 / 300.00 12.00
ii Sharpning charges 2.00 L.S.
iii Pipe fitting etc. including depriciated cost of
GI pipe line, fitting of nose coupling,
lubricant oil etc.3.00 L.S.
iv One Jack hammer can drill 100 m per day in
8 hours, therefore Jack hammer charges for
1 m drilling 100.00 @ 300.00 3.00
v Using 250 cfm compressor for suppling air
to 2 jack Hammer per day then hire charges
of 250 cfm compressor1.00 @ 850.00 850.00 P Day
Consumption of POL @ 5 lit per hour
therefore for 8 working hour it will be 5x7 =
35 lit 35.00 @ 59.00 2065.00 Lit
2935.00
Air charges per m drilling = Hire charges
per day with POL/2 x one jack hammer per
day drilling = 2935.00 / 2 x 100.00 14.68
vi Rehandling of equipments 1.00 L.S.
vii Labour charges for 2 jack hammers
Fitter 0.50 @ 350.00 175.00
T&P and Labour welfare 3%+Sundaries1%
contractor profit 10% I.e = 14% on
175.00 0.14 24.50 %
Labour 199.50
Labour charges per mt = 66/2*75 =
66.00/150 0.44
drilling charges for 1 cum (total of i to vii) 36.12
drilling charges for 40 cum or for 45 m
holes 45 @ 36.12 1625.18
B Blasting charges
i Gilatine required ½ stick @ 0.14 kg each
stick in each hole for 60 holes =0.5*
60*0.14 = 4.20 kg 4.20 @ 120.00 504.00
ii ordinary detonator 60.00 @ 18.00 1080.00
iii Fuse coil @ 2 mt for each hole i.e.
2*60=120 mt 120.00 @ 6.00 720.00
iv labour @
60/400 blaster 0.15 @ 300.00 45.00
Therefore rate for per cum
Total rate for 70 cum of excavation = (a)+(b)+(c)=
Total of (a) Total charges forn Machinary per hour with POL
41
Labour Material Total
Basic rate
in `
Rate in `
UnitItemS. No.
v 60/400 Helper 0.15 @ 300.00 45.00
2394.00
C Charges for machinary
Excavator 1.00 @ 2085.00 2085.00
Dumper 2.00 @ 359.00 718.00
2803.00
E Out put per hour = 40.00 Cum
Requirment of Beldar for excavation in bed
sides, finishing & dressing for 10% of
Quantity of per hour output ie. of 40 cum =4
cum
For 1 cum 2.6 beldar required therefore for 4
cum required beldar is 2.60*2.4= 10.40 @ 189 1965.60
T&P and Labour welfare 3%+Sundaries1%
contractor profit 10% I.e = 14% on 1965.60 0.14 275.18 %
2240.78
Total A+B+C+D+E ( Rate for 40 cum ) 9062.96
Income tax 2.06% + Sale tax 3% + Royalti
1% + labour cess1.0% I.e = 7.06 % on 9014.17 0.0706 636.40
9699.36
Rate per cum 242.48
Say 242.00 Cum
(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.
A Drilling charges
One drill rod 800 mm x 34 mm can drill 150.00 mt
Cost of one drill rod 3600.00 no
i Cost of drilling per meter run 3600.00 / 150.00 24.00
ii Sharpning charges 2.00 L.S.
iii Pipe fitting etc. including depriciated cost of
GI pipe line, fitting of nose coupling,
lubricant oil etc. 3.00 L.S.
iv One Jack hammer can drill 50 m per day in 8
hours, therefore Jack hammer charges for 1
m drilling 50.00 @ 300.00 6.00
v Using 300 cfm compressor for suppling air
to 2 jack Hammer per day then hire charges
of 300 cfm compressor 1.00 @ 1000.00 1000.00 P Day
Consumption of POL @ 7.5 lit per hour
therefore for 7 working hour it will be 7.5x7
= 52.5 lit 52.50 @ 59.00 3097.50 Lit
4132.50
Air charges per m drilling = Hire charges
per day with POL/2 x one jack hammer per
day drilling = 4132.50 / 2 x 50.00 41.33
vi Rehandling of equipments 1.00 L.S.
vii Labour charges for 2 jack hammers
Fitter 1/3 @ 350.00 116.67
T&P and Labour welfare 3%+Sundaries1%
contractor profit 10% I.e = 14% on
116.67 0.14 16.33 %
Total Labour charges for 1 mt length 133.00
Drilling charges for 80 holes of 0.75 m
depth = 60 m depth = total of (I to vii) above
4306.83
therefore Drilling charges for per mt depth
71.78
drilling charges for 40 cum or for 60 m
holes 60 @ 71.78 4306.83
42
Labour Material Total
Basic rate
in `
Rate in `
UnitItemS. No.
B Blasting charges
i Gilatine required 1 stick @ 0.14 kg each
stick in each hole for 80 holes =1* 80*0.14
= 11.2 kg 11.20 @ 120.00 1344.00
ii ordinary detonator 80.00 @ 18.00 1440.00
iii Fuse coil @ 2 mt for each hole i.e.
2*80=160 mt 160.00 @ 6.00 960.00
iv labour
60/400 blaster 0.15 @ 300.00 45.00
v 60/400 Helper 0.15 @ 300.00 45.00
T&P and Labour welfare 3%+Sundaries1%
contractor profit 10% I.e = 14% on
90.00 0.14 12.60
3846.60
C Charges for machinary
Excavator 1.00 @ 2085.00 2085.00
Dumper 2.00 @ 359.00 718.00
2803.00
D component for daily transportation of
equipments to camp, disel storage, camp
facilities, welfare& medical facilities
.@ 5% of total of ( c ) above i.e. on 2803.00 5 140.15 %
E Out put per hour = 35.00 Cum
Requirment of Beldar for excavation in bed
sides, finishing & dressing for 10% of
Quantity of per hour output ie. of 40 cum =4
cum
For 1 cum 2.6 beldar required therefore for 4
cum required beldar is 2.60*2.4 = 10.40 @ 189 1965.60
T&P and Labour welfare 3%+Sundaries1%
contractor profit 10% I.e = 14% on
1965.60 0.14 275.18
2240.78
Total A+B+C+D+E ( Rate for 40 cum ) 13337.36
Income tax 2.06% + Sale tax 3% + Royalti
1% + labour cess1.0% I.e = 7.06 % on 7072.46 499.32
13836.67
Rate per cum 381.07
Less for recovery of useable stones 30% 0.3 @ 424.13 -127.24
253.83
Say 254.00 Cum
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
A Drilling charges enhanced by 50% for
controlled blasting
One drill rod 800 mm x 34 mm can drill 300.00 mt
Cost of one drill rod 3600.00 no
i Cost of drilling per meter run 3600.00 / 300.00 12.00
ii Sharpning charges 2.00 L.S.
iii Pipe fitting etc. including depriciated cost of
GI pipe line, fitting of nose coupling,
lubricant oil etc.3.00 L.S.
iv One Jack hammer can drill 100 m per day in
8 hours, therefore Jack hammer charges for
1 m drilling 100.00 @ 300.00 3.00
v Using 250 cfm compressor for suppling air
to 2 jack Hammer per day then hire charges
of 250 cfm compressor1.00 @ 850.00 850.00 P Day
Consumption of POL @ 5 lit per hour
therefore for 7 working hour it will be 5x8 =
40 lit 40.00 @ 59.00 2360.00 Lit
43
Labour Material Total
Basic rate
in `
Rate in `
UnitItemS. No.
3230.00
Air charges per m drilling = Hire charges
per day with POL/2 x one jack hammer per
day drilling = 3230.00 /2* 100.00 16.15
vi Rehandling of equipments 1.00 L.S.
vii Labour charges for 2 jack hammers
Fitter 1/2 @ 350.00 175.00
T&P and Labour welfare 3%+Sundaries1%
contractor profit 10% I.e = 14% on
175.00 0.14 24.50 %
Total Labour charges for 1 mt length 199.50
Labour charges per mt = 66/2*75 =
66.00/150 0.44
drilling charges for 1 cum (total of i to vii) 37.59
drilling charges for 40 cum or for 45 m holes
45 @ 56.39 2537.33
B Blasting charges enhanced by 50% for
controlled blasting
i Gilatine required ½ stick @ 0.14 kg each
stick in each hole for 60 holes =0.5*
60*0.14 = 4.20 kg 4.20 @ 120.00 504.00
ii ordinary detonator 60.00 @ 18.00 1080.00
iii Fuse coil @ 2 mt for each hole i.e.
2*60=120 mt 120.00 @ 6.00 720.00
iv labour
60/400 blaster 0.15 @ 300.00 45.00
v 60/400 Helper 0.15 @ 300.00 45.00
3591.00
C Charges for machinary
Excavator 1.50 @ 2085.00 3127.50
Dumper 2.00 @ 359.00 718.00
3845.50
E Out put per hour = 40.00 Cum
Requirment of Beldar for excavation in bed
sides, finishing & dressing for 10% of
Quantity of per hour output ie. of 40 cum =4
cum
For 1 cum 4 beldar required therefore for 4
cum required beldar is 16.00 @ 189 3024.00
T&P and Labour welfare 3%+Sundaries1%
contractor profit 10% I.e = 14% on
3024.00 0.14 423.36 %
3447.36
Total A+B+C+D+E ( Rate for 40 cum ) 13421.19
Income tax 2.06% + Sale tax 3% + Royalti
1% + labour cess1.0% I.e = 7.06 % on
13421.19 0.0706 947.54
14368.72
Rate per cum 359.22
Say 359.00 Cum
(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.
A Drilling charges enhanced by 50% for
controlled blasting
One drill rod 800 mm x 34 mm can drill 150.00 mt
Cost of one drill rod 3600.00 no
i Cost of drilling per meter run 3600.00 / 150.00 24.00
ii Sharpning charges 2.00 L.S.
44
Labour Material Total
Basic rate
in `
Rate in `
UnitItemS. No.
iii Pipe fitting etc. including depriciated cost of
GI pipe line, fitting of nose coupling,
lubricant oil etc.3.00 L.S.
iv One Jack hammer can drill 50 m per day in 8
hours, therefore Jack hammer charges for 1
m drilling 300.00 / 50.00 6.00
v Using 300 cfm compressor for suppling air
to 2 jack Hammer per day then hire charges
of 300 cfm compressor1.00 @ 1000.00 1000.00 P Day
Consumption of POL @ 7.5 lit per hour
therefore for 7 working hour it will be 7.5x7
= 52.5 lit 52.50 @ 59.00 3097.50 Lit
4132.50
Air charges per m drilling = Hire charges
per day with POL/2 x one jack hammer per
day drilling = 4132.50 / 2 x 50.00 41.33
vi Rehandling of equipments 1.00 L.S.
vii Labour charges for 2 jack hammers
Fitter 2/3 @ 350.00 233.33
T&P and Labour welfare 3%+Sundaries1%
contractor profit 10% I.e = 14% on
233.33 0.14 32.67 %
Total Labour charges for 1 mt length 266.00
Drilling charges for 80 holes of 0.75 m
depth = 60 m depth = total of (I to vii) above
4439.83
therefore Drilling charges for per mt depth
4439.83 / 60 74.00
drilling charges for 40 cum or for 60 m holes
60 x 111.00 6659.74
B Blasting charges enhanced by 50% for
controlled blasting
i Gilatine required 1 stick @ 0.14 kg each
stick in each hole for 80 holes =1* 80*0.14
= 11.2 kg 11.20 @ 120.00 1344.00
ii ordinary detonator 80.00 @ 18.00 1440.00
iii Fuse coil @ 2 mt for each hole i.e.
2*80=160 mt 160.00 @ 6.00 960.00
iv labour
60/400 blaster 0.15 @ 300.00 45.00
v 60/400 Helper 0.15 @ 300.00 45.00
T&P and Labour welfare 3%+Sundaries1%
contractor profit 10% I.e = 14% on
90.00 14 12.60
5769.90
C Charges for machinary
Excavator 2.00 @ 2085.00 4170.00
Dumper 2.00 @ 359.00 718.00
4888.00
E Out put per hour = 40.00 Cum
Requirment of Beldar for excavation in bed
sides, finishing & dressing for 10% of
Quantity of per hour output ie. of 40 cum =4
cum
For 1 cum 4 beldar required therefore for 4
cum required beldar is 16.00 @ 189 3024.00
T&P and Labour welfare 3%+Sundaries1%
contractor profit 10% I.e = 14% on
3024.00 0 423.36 %
3447.36
Total A+B+C+D+E ( Rate for 40 cum ) 20765.00
Income tax 2.06% + Sale tax 3% + Royalti
1% + labour cess1.0% I.e = 7.06 % on 20765.00 0.0706 1466.01
22231.01
Rate per cum 22231.01 / 40.00 555.78
Less for recovery of useable stones 30% 0.30 @ 424.13 -127.24 %
428.54
Say 429.00 Cum
45
Labour Material Total
Basic rate
in `
Rate in `
UnitItemS. No.
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
For excavation of 10 mx 10 mx 0.30 m = 30
cum out put per hour 30.00 Cum
i Charges for line drilling
Drilling holes of 0.30 m each then number
of empty holes at an interval of 1 m will be
= 121 Therefore total depth will be 121 x 0.0
= 36.30 mts. And Drilling charges per
running meter (As per running mt cost as
item 2 (d)
36.3 @ 71.78 2605.63 mt
ii Stone breaker Grade I 15.00 @ 270.00 4050.00 no
iii Beldar to assist stone breaker 15.00 @ 189 2835.00 no
iv Khupa machine for 12 hrs 2 300.00 1.5 900.00 no
v Compressor 1 no 250 cft to operate 2 nos of
Khurpa machines for 12 hours1.00 850.00 1.5 1275.00 no
vi Disel charges for compressor for 12 hrs @ 5
lit per hr 60.00 @ 59.00 3540.00 lit
vii Beldar for removing and depositing the
excavated material 20.00 @ 270.00 5400.00 no
viii T&P and Labour welfare 3%+Sundaries1%
contractor profit 10% I.e = 14% on
12285.00 0.14 1719.90 %
Total rate for 30 cum 22325.53
Income tax 2.06% + Sale tax 3% + Royalti
1% + labour cess1.0% I.e = 7.06 % on
22325.53 0.0706 1576.18
23901.71
Therefore rate for 1 Cum 23901.71 / 30.00 796.72 Cum
Say 797.00 Cum
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.
For excavation of 10 mx 10 mx 0.30 m = 30
cum out put per hour 30.00 Cum
From item no 4 above add extra
i 20% on labour charges i.e. on 12285.00 20 2457.00 %
ii 10% on Khurpa machine charges &
compressor charges (without POL) taken in
item no 4 i.e. on 2175.00 10 217.50 %
iii T&P and Labour welfare 3%+Sundaries1%
contractor profit 10% I.e = 14% on
2457.00 14 343.98
Total rate for 30 cum 3018.48
Income tax 2.06% + Sale tax 3% + Royalti
1% + labour cess1.0% I.e = 7.06 % on
3018.48 213.10
3231.58
Therefore rate for 1 Cum 3231.58 / 30.00 107.72 Cum
Rate for item no 4 above 796.72
904.44
Say 904.00 Cum
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.
labour charges for disposal of 1 cum of solid
rockStone breaker Grade II 1/6 @ 225.00 37.50 no
46
Labour Material Total
Basic rate
in `
Rate in `
UnitItemS. No.
Beldar 1/2 @ 189.00 94.50 no
Mate 1/6 @ 225.00 37.50 no
Mistry 1/20 @ 400.00 20.00 no
189.50
T&P and Labour welfare 3%+Sundaries1%
contractor profit 10% I.e = 14% on
189.50 14 26.53 %
216.03 Cum
Income tax 2.06% + Sale tax 3% + Royalti
1% + labour cess1.0% I.e = 7.06 % on
216.03 15.25
231.28
Say 231.00 Cum
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 13.00 Sqm
(ii) Lined section 11.00 Sqm
(b) For depth above 15 cms but upto 30cms
having
(i) Unlined section 22.00 Sqm
(ii) Lined section 19.00 Sqm
Measurements of works for item No. 7 (a)
& 7 (b) shall be limited to canal bed area
only
(c) For depth above 30cm. 65.00 Cum
(d) Extra on item 7(c) only if silt clearance is
done under water & mud. 16.00 Cum
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
Beldar to lift soil 0.40 @ 189 75.60 no
Beldar/Filler soil 0.40 @ 189 75.60 no
Beldar/Carrier soil 1 2/3 @ 189 321.30 no
Mate 1/15 @ 300.00 20.00 no
492.50
T&P and Labour welfare 3%+Sundaries1%
contractor profit 10% I.e = 14% on
492.50 14 68.95 %
561.45
Income tax 2.06% + Sale tax 3% + Royalti
1% + labour cess1.0% I.e = 7.06 % on
561.45 39.64
Total for 10 cum 601.09
or 60.11 cum
Say 60.00 Cum
(b) Rock
Beldar/Filler 1.00 @ 189.00 189.00 no
stone breaker 0.75 @ 225.00 168.75
Beldar/Carrier 2 @ 189.00 378.00 no
Mate 1/12 @ 225.00 18.75 no
754.50
T&P and Labour welfare 3%+Sundaries1%
contractor profit 10% I.e = 14% on
754.50 14 105.63 %
47
Labour Material Total
Basic rate
in `
Rate in `
UnitItemS. No.
Total for 10 cum 860.13
Income tax 2.06% + Sale tax 3% + Royalti
1% + labour cess1.0% I.e = 7.06 % on
860.13 7.06 60.73 %
Total for 10 cum 920.86
or 92.09 cum
Say 92.00 Cum
(c) Mixed strata muck 73.00 Cum
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 6.00 Cum
b Not exceeding 20cm 5.20 Cum
10 Extra lead over item no 8 of excavated
matrerial.
a. Beyond initial lead of 50 m & upto 250m 7.70 Cum
b. Add extra over item 10 (a) for lead beyond
250m & upto 750m (for average 1/2Km).7.70 Cum
c. Add extra for each subsequent lead of 500m
or part, there of beyond ½ Km. & upto 5 Km
7.70 Cum
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
7.00 Cum
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.25%
13 Collection of usable rock spalls from
excavation works and stacking
Beldar/Coolie 1/4 @ 189 47.25
47.25
T&P and Labour welfare 3%+Sundaries1%
contractor profit 10% I.e = 14% on
47.25 14 6.62
53.87
Income tax 2.06% + Sale tax 3% + Royalti
1% + labour cess1.0% I.e = 7.06 % on
53.87 7.06 3.80
Total 57.67
Say 58.00 Cum
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.
Beldar for filler & carrier 1/6 @ 189.00 31.50 no
Beldar for consolidation 1/18 @ 189.00 10.50 no
42.00
T&P and Labour welfare 3%+Sundaries1%
contractor profit 10% I.e = 14% on
42.00 14 5.88 %
47.88
48
Labour Material Total
Basic rate
in `
Rate in `
UnitItemS. No.
Income tax 2.06% + Sale tax 3% + Royalti
1% + labour cess1.0% I.e = 7.06 % on 47.88 7.06 3.38 %
51.26
Say 51.00 Cum
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.
Material
Cost of sand Un screened 1.00 @ 740.00 740.00
Labour
Beldar 4/9 @ 189.00 84.00
T&P and Labour welfare 3%+Sundaries1%
contractor profit 10% I.e = 14% on
84.00 14 11.76
835.76
Income tax 2.06% + Sale tax 3% + Royalti
1% + labour cess1.0% I.e = 7.06 % on
835.76 7.06 59.00
894.76
Say 895.00 Cum
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
Material
Cost of sand Local 1.00 @ 100.00 100.00
Labour
Beldar 2/5 @ 189 75.60
T&P and Labour welfare 3%+Sundaries1%
contractor profit 10% I.e = 14% on
75.60 14 10.58
186.18
Income tax 2.06% + Sale tax 3% + Royalti
1% + labour cess1.0% I.e = 7.06 % on
186.18 7.06 13.14
199.33
Say 199.00 Cum
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.
Machinary Component
(i) Use of hydraulic excavator & labour
J.C.B. type excavator (0.40 cum Bucket
capacity) hourly rate
Hourly rate 500.00 500.00 P Hr
Amount for Disel 5.00 @ 59.00 295.00 P Hr
795.00 P HrTotal hourly rate for one no of J.C.B.
ANALYSIS FOR WORK TO BE EXECUTED
BY MACHINARIES
PART "B" : EARTH WORK FOR EMBANKMENT
49
Labour Material Total
Basic rate
in `
Rate in `
UnitItemS. No.
(ii) Use of Dumpers & Hourly rate for Dumper
175.00 175.00 P Hr
Amount for Disel 3.00 @ 59.00 177.00 P Hr
352.00 P Hr
iii Use of Tractor up to 40 hp 73.57 74.00 P Hr
Amount for Disel 1.40 @ 59.00 83.00 P Hr
157.00 P Hr
iv Use of Karwa 75.00 75.00 P Hr
Assuming per hour out put as cum 40.00 Cum
i Machinary required as:
J.C.B. 1.00 @ 795.00 795.00 no
Dumper 3.00 @ 352.00 1056.00 no
Tractor up to 40 hp 1.00 @ 157.00 157.00 no
Karawha 1.00 @ 75.00 75.00 no
2083.00
iii Component for labour for breaking of clods,
sorting of grass, pebbles etc. & dressing for
10% of qty. of per hour output ie. 10 % of
40 cum =4 cum
1/2 beldar required for 1 cum, therefore for
4.0 cum 2.00 @ 189 378.00 no
Mate 1/8 @ 225.00 28.13 no
Mistry 1/30 @ 400.00 13.33 no
419.46
T&P and Labour welfare 3%+Sundaries1%
contractor profit 10% I.e = 14% on
419.46 14 58.72 %
478.18
2561.18
Income tax 2.06% + Sale tax 3% + Royalti
1% + labour cess1.0% I.e = 7.06 % on
2561.18 7.06 180.82
2742.00
68.55
Say 69.00 Cum
a. Extra charges for lead beyond 250m and
upto 750m (for average ½ km) 7.20 Cum
b. Add extra for each subsequent lead of 500m
or part, there of beyond ½ Km and up to 5
km 6.00 Cum
c. Add extra beyond 5km for each subsequent
km. or part there-of. 8.00 Cum
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
Machinary Component
(i) Use of hydraulic excavator & labour
J.C.B. type excavator (0.40 cum Bucket
capacity) hourly rate
Hourly rate 500.00 500.00 P Hr
Amount for Disel 5.00 @ 59.00 295.00 P Hr
795.00 P Hr
(ii) Use of Dumpers & Hourly rate for Dumper
175.00 175.00 P Hr
Amount for Disel 3.00 @ 59.00 177.00 P Hr
352.00 P Hr
iii Use of Tractor up to 40 hp 73.57 74.00 P Hr
Total of (a) {Total charges for Machinary for 1 hr with POL}
Total hourly rate for one no of Dumper
Total hourly rate for one no of J.C.B.
Total hourly rate for one no of Dumper
Total hourly rate for one no of Tractor
Total rate of excavation =i+ii+iii=
Rate for 1 cum
50
Labour Material Total
Basic rate
in `
Rate in `
UnitItemS. No.
Amount for Disel 1.40 @ 59.00 83.00 P Hr
157.00 P Hr
iv Use of Karwa 75.00 75.00 P Hr
Assuming per hour out put as cum 35.00 Cum
i Machinary required as:
J.C.B. 1.00 @ 795.00 795.00 no
Dumper 3.00 @ 352.00 1056.00 no
Tractor up to 40 hp 1.00 @ 157.00 157.00 no
Karawha 1.00 @ 75.00 75.00 no
2083.00
iii Component for labour for breaking of clods,
sorting of grass, pebbles etc. & dressing for
10% of qty. of per hour output ie. 10 % of
35 cum = 3.5 cum
2/3 beldar required for 1 cum, therefore for
3.5 cum 2.33 @ 189 441.00 no
Mate 1/8 @ 225.00 28.13 no
Mistry 1/30 @ 400.00 13.33 no
482.46
T&P and Labour welfare 3%+Sundaries1%
contractor profit 10% I.e = 14% on
482.46 14 67.54 %
550.00
2633.00
Income tax 2.06% + Sale tax 3% + Royalti
1% + labour cess1.0% I.e = 7.06 % on 2633.00 7.06 185.89
2818.89
80.54
Say 81.00 Cum
b. With lead beyond 250 m and up to 750 m
(for average lead ½ Km) 81.00 7.20 88.20 Cum
c. Add extra for each subsequent lead of 500m
or part, there of beyond ½ Km and up to 5
km 6.00 Cum
d. Add extra beyond 5km for each subsequent
km. or part there-of. 8.00 Cum
e Deduct if only carriage of earth is to be done
( including unloading and placing on
embankment in 15 cm layers) 22.00 Cum
19 Deduct in item no 18 (a) & (b) above if
Standard Proctor's density to be achived is at
least 95% 5.00 Cum
20 Compaction of earth or highly weathered
strata
a. By manually or plain roller. (density 90% of
Proctor)
Hire charges of Plain roller 0.022 @ 150.00 3.30 Cum
Tractor 0.022 @ 526.80 11.59 Cum
14.89
Labour welfare 2%+contractor profit 10%
I.e = 12% on 14.89 12.00 1.79 %
16.68
Income tax 2.06% + Sale tax 3% + Royalti
1% + labour cess1.0% I.e = 7.06 % on 16.68 7.06 1.18 %
17.85
Say 18.00 Cum
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
Hire charges of roller 0.025 @ 200.00 5.00 Cum
Tractor above 40 HP 0.025 @ 752.00 18.80 Cum
23.80
Labour welfare 3%+contractor profit 10% +
sundries 1% I.e = 14% on 23.80 14 3.33 %
27.13
Total rate of excavation =i+ii+iii=
Rate for 1 cum
Total of (a) {Total charges for Machinary for 1 hr with POL}
Total hourly rate for one no of Tractor
51
Labour Material Total
Basic rate
in `
Rate in `
UnitItemS. No.
Income tax 2.06% + Sale tax 3% + Royalti
1% + labour cess1.0% I.e = 7.06 % on
27.13 7.06 1.92
29.05
Say 29.00 Cum
(ii) at least 95% of Standard Proctor's
density
Hire charges of Sheep foot roller 0.023 @ 200.00 4.60 Cum
Tractor above 40 HP 0.023 @ 716.60 16.48 Cum
21.08
Labour welfare 2%+contractor profit 10%
I.e = 12% on 21.08 14 2.95 %
24.03
Income tax 2.06% + Sale tax 3% + Royalti
1% + labour cess1.0% I.e = 7.06 % on
24.03 7.06 1.70
25.73
Say 26.00 Cum
c. Add extra over item No. 20 (b) for
compaction in restricted area nearby
structure or flanks by hand rammers or by
pneumatic tampers. 20.00% Cum
d. Add extra over item No. 20 (b) Compaction
of earth work by mechanically operated
vibro compactor. 10.00% Cum
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
Labour required for 1 sqm lip cutting having
thickness 0.45 m
Beldar 1/12 @ 189.00 15.75 no
T&P and Labour welfare 3%+Sundaries1%
contractor profit 10% I.e = 14% on
15.75 14 2.21 %
17.96
Income tax 2.06% + Sale tax 3% + Royalti
1% + labour cess1.0% I.e = 7.06 % on
17.96 7.06 1.27
19.22
Say 19.00 Sqm
22 Benching base and depositing the excavated
material including dressing etc. complete
within initial lead up to 50m and lift up to
1.5m
Labour required for 1 cum
Beldar for excavation 1/6 @ 189.00 31.50 no
Beldar for dressing 1/9 @ 189.00 21.00 no
52.50
T&P and Labour welfare 3%+Sundaries1%
contractor profit 10% I.e = 14% on
52.50 14 7.35 %
59.85
Income tax 2.06% + Sale tax 3% + Royalti
1% + labour cess1.0% I.e = 7.06 % on 59.85 7.06 4.23
64.08
Say 65.00 Cum
23 Labour charges for puddle work to obtain
minimum dry density as 90 % of M.D.D.
Labour required for 1 cum
Beldar 1/4 @ 189.00 47.25 no
T&P and Labour welfare 3%+Sundaries1%
contractor profit 10% I.e = 14% on
47.25 14 6.62 %
53.87
Income tax 2.06% + Sale tax 3% + Royalti
1% + labour cess1.0% I.e = 7.06 % on 53.87 7.06 3.80
57.67
52
Labour Material Total
Basic rate
in `
Rate in `
UnitItemS. No.
Say 58.00 Cum
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.
Labour required for 1RM
Beldar for excavation 1/5 @ 189.00 37.80 no TASK CHANGED
Beldar for dressing , Ramming etc 1/6 @ 189.00 31.50 no
69.30
T&P and Labour welfare 3%+Sundaries1%
contractor profit 10% I.e = 14% on
69.30 14 9.70 %
79.00
Income tax 2.06% + Sale tax 3% + Royalti
1% + labour cess1.0% I.e = 7.06 % on
79.00 7.06 5.58 %
84.58
Say 85.00 Per RM
25 Dressing of uneven embankment in required
profile
Beldar for dreessing, ramming etc 0.04 @ 189.00 7.56
T&P and Labour welfare 3%+Sundaries1%
contractor profit 10% I.e = 14% on
7.56 14 1.06
8.62
Income tax 2.06% + Sale tax 3% + Royalti
1% + labour cess1.0% I.e = 7.06 % on 8.62 7.06 0.61
9.23
Say 9.30 Sqm
26 Picking the surface of old embankment
Beldar for Picking 0.01 @ 189.00 1.89
T&P and Labour welfare 3%+Sundaries1%
contractor profit 10% I.e = 14% on
1.89 14 0.26
2.15
Income tax 2.06% + Sale tax 3% + Royalti
1% + labour cess1.0% I.e = 7.06 % on 2.15 7.06 0.15
2.31
Say Sqm
27 Scrapping of grass and shrubs
Beldar for Scraping of grass and shurbs 0.0125 @ 189.00 2.36
T&P and Labour welfare 3%+Sundaries1%
contractor profit 10% I.e = 14% on
2.36 14 0.33
2.69
Income tax 2.06% + Sale tax 3% + Royalti
1% + labour cess1.0% I.e = 7.06 % on 2.69 7.06 0.19
2.88
Say 2.90 Sqm
28 Ploughing/ Picking of surface of old
embankment
Tractor rental charges for one sqm (in one
day tractor will plough 2 bigha) 0.0011012 @ 575.00 0.63 TASK CHANGED
Karawha (in one day tractor will plough 2
bigha) 0.0011012 @ 75.00 0.08
pol of tractor 24 @ 59.00 1.56
one beldar for 3 bigha 0.0011012 @ 189.00 0.21
T&P and Labour welfare 3%+Sundaries1%
contractor profit 10% I.e = 14% on 0.21 14.00 0.029
2.51
Income tax 2.06% + Sale tax 3% + Royalti
1% + labour cess1.0% I.e = 7.06 % on
2.51 7.06 0.18
2.69
Say 2.70 / 10 Sqm
53
Labour Material Total
Basic rate
in `
Rate in `
UnitItemS. No.
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.
Labour required for 1 sqm
Beldar for Ploughing, levelling etc. 1/8 @ 189.00 23.63 no
Beldar for transplantation of grass 1/8 @ 189.00 23.63 no
Cost of grass seeds 1.00 LS
Maintenance charges including watering 15.00 LS
63.25
T&P and Labour welfare 3%+Sundaries1%
contractor profit 10% I.e = 14% on
63.25 14 8.86 %
72.11
Income tax 2.06% + Sale tax 3% + Royalti
1% + labour cess1.0% I.e = 7.06 % on 72.11 7.06 5.09 %
77.20
Say 77.00 Sqm
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
Beldar for spreading 0.0175 189.00 3.31 no
T&P and Labour welfare 3%+Sundaries1%
contractor profit 10% I.e = 14% on
3.31 14.00 0.46 %
3.77
Income tax 2.06% + Sale tax 3% + Royalti
1% + labour cess1.0% I.e = 7.06 % on
3.77 7.06 0.27
4.04
Say 4.10 Sqm
(b) 10 cm to 13 cm depth
Beldar for spreading 0.026 189.00 4.91 no
T&P and Labour welfare 3%+Sundaries1%
contractor profit 10% I.e = 14% on
4.91 14.00 0.69 %
5.60
Income tax 2.06% + Sale tax 3% + Royalti
1% + labour cess1.0% I.e = 7.06 % on 5.60 7.06 0.40
6.00
Say 6.00 Sqm
(c) 15 cm to 18 cm depth
Beldar for spreading 0.028 189.00 5.29 no
T&P and Labour welfare 3%+Sundaries1%
contractor profit 10% I.e = 14% on
5.29 14 0.74 %
6.03
Income tax 2.06% + Sale tax 3% + Royalti
1% + labour cess1.0% I.e = 7.06 % on
6.03 7.06 0.43
6.46
Say 6.50 Sqm
31 Repairs of rain cuts, gullies etc. on bunds
embankments, canals and other petty works.
20.00%
extra on
basic rate
32 Watering of earth including cost of carriage
of water when source of water is
(a) up to 1 km
Water tanker 0.013 @ 175.00 2.28 no
Water man (Beldar) 0.02 @ 189.00 3.78 no
6.06
54
Labour Material Total
Basic rate
in `
Rate in `
UnitItemS. No.
T&P and Labour welfare 3%+Sundaries1%
contractor profit 10% I.e = 14% on
6.06 14 0.85 %
6.90
Income tax 2.06% + Sale tax 3% + Royalti
1% + labour cess1.0% I.e = 7.06 % on 6.90 7.06 0.49
7.39
Say 7.40 Cum
(b) Beyond 1 Km but upto 5 Km extra per Km
Water tanker 0.015 @ 175.00 2.63 no
2.63
T&P and Labour welfare 3%+Sundaries1%
contractor profit 10% I.e = 14% on
2.63 14 0.37 %
2.99
Income tax 2.06% + Sale tax 3% + Royalti
1% + labour cess1.0% I.e = 7.06 % on 7.06 2.99 0.21 %
3.20
Say 3.30 Cum
(d) Extra for every subsequent 1 Km or part
thereof when source is more than 5 Km
Water tanker 0.011 @ 175.00 1.93 no
1.93
T&P and Labour welfare 3%+Sundaries1%
contractor profit 10% I.e = 14% on
1.93 14 0.27 %
2.19
Income tax 2.06% + Sale tax 3% + Royalti
1% + labour cess1.0% I.e = 7.06 % on
2.19 7.06 0.15 %
2.35
Say 2.40 Cum
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.
12.00 Cum
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.
a Cost of material
1 Cum sand @ 740.00 740.00
b Labour Charges
1/2 Beldar @ 189.00 94.50
T&P,Labour welfare @ 3% on 94.50 2.84
Sundries 1% of 94.50 0.95
Contractor's profit @ 10% on 94.50 9.45
Income tax 2.06% + Sale tax 3% + Royalti
1% + labour cess1.0% I.e = 7.06 % on
107.73 7.61
106.79 748.55
Say 107.00 749.00 856.00 Cum
35 Supplying and laying aggregate in layers and
profile as specified including all leads &
lifts.
(a) Broken ballast 40 to 80 mm size
i Cost of material
PART C : PROTECTION WORK
55
Labour Material Total
Basic rate
in `
Rate in `
UnitItemS. No.
1 Cum aggregate @ R 536.00 536.00
ii Labour Charges
½ Beldar @ 189 94.50
T&P,Labour welfare @ 3% on 94.50 2.84
Sundries 1% of 94.50 0.95
Contractor's profit @ 10% on 94.50 9.45
Income tax 2.06% + Sale tax 3% + Royalti
1% + labour cess1.0% I.e = 7.06 % on 107.73 7.61
106.79 8.55
Total i+ii 106.79 544.55
Say 107.00 545.00 652.00 Cum
(b) Broken ballast 20 to 40 mm size
i Cost of material
1 Cum aggregate @ 680.00 680.00
ii Labour Charges
As per item a ii 106.79 8.55
106.79 688.55
Say 107.00 689.00 796.00 Cum
(c) River gravel 40 to 80 mm size
i Cost of material
1 Cum river gravel @ 534.00 534.00
ii Labour Charges
As per item a ii 106.79 8.55
106.79 542.55
Say 107.00 543.00 650.00 Cum
(d) River gravel 20 to 40 mm size
i Cost of material
1 Cum river gravel @ 670.00 670.00
ii Labour Charges
As per item a ii 106.79 8.55
106.79 678.55
Say 107.00 679.00 786.00 Cum
(e) River gravel up to 20 mm size
i Cost of material
1 Cum river gravel @ 735.00 735.00
ii Labour Charges
As per item a ii 106.79 8.55
106.79 743.55
Say 107.00 744.00 851.00 Cum
36 Dry boulder filling in required profile with
filling of voids etc. complete including all
lead & lifts, and well finished surface
i Cost of material
1 Cum Boulders @ 650.00 650.00
0.2 Cum Spalls @ 400.00 80.00
ii Labour Charges
1 Beldar @ 189 189.00
T&P,Labour welfare @ 3% on 189.00 5.67
Sundries 1% of 189.00 1.89
Contractor's profit @ 10% on 189.00 18.90
Income tax 2.06% + Sale tax 3% + Royalti
1% + labour cess1.0% I.e = 7.06 % on
215.46 15.21
213.57 17.10
Total i+ii 213.57 747.10
Say 214.00 747.00 961.00 Cum
37 Supplying and laying quarry spalls properly
graded but not more than 10cm in size with
spreading in required profile including all
leads & lifts
i Cost of material
1 Cum Spalls @ 400.00 400.00
ii Labour Charges
1 Beldar @ 189 62.37
T&P,Labour welfare @ 3% on 62.37 1.87
Sundries 1% of 62.37 0.62
Contractor's profit @ 10% on 62.37 6.24
Income tax 2.06% + Sale tax 3% + Royalti
1% + labour cess1.0% I.e = 7.06 % on 71.10 5.02
70.48 5.64
56
Labour Material Total
Basic rate
in `
Rate in `
UnitItemS. No.
Total i+ii 70.48 405.64
Say 70.00 406.00 476.00 Cum
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)
i Cost of material
1 Cum of pitching stones of 45 cms depth @
780.00 780.00
0.10 cum quarry spalls @ Rs. 400.00 40.00
0.00 820.00
ii Labour Charges
½ Mason grade II @ 400 200.00
1.5 Beldar @ 189 283.50
483.50
T&P,Labour welfare @ 3% on 483.50 14.51
Sundries 1% of 483.50 4.84
Contractor's profit @ 10% on 483.50 48.35
Income tax 2.06% + Sale tax 3% + Royalti
1% + labour cess1.0% I.e = 7.06 % on 551.19 38.91
546.36 43.75
Total i+ii 546.36 863.75
Say 546.00 864.00 1410.00 Cum
(b) 23 cm thickness (± 5 % thickness tolerance)
i Cost of material
1 Cum of pitching stones of 23 cms depth @
750.00 750.00
0.10 cum quarry spalls @ 400.00 40.00
0.00 790.00
ii Labour Charges
½ Mason grade II @ 400 200.00
¾ Beldar @ 189 141.75
341.75
T&P,Labour welfare @ 3% on 341.75 10.25
Sundries 1% of 341.75 3.42
Contractor's profit @ 10% on 341.75 34.18
Income tax 2.06% + Sale tax 3% + Royalti
1% + labour cess1.0% I.e = 7.06 % on 389.60 27.51
386.18 30.92
Total i+ii 386.18 820.92
Say 386.00 821.00 1207.00 Cum
(c) 30 cm thickness (± 5 % thickness tolerance)
i Cost of material
1 Cum of pitching stones of 30 cms depth @
780.00 780.00
0.10 cum quarry spalls @ 400.00 40.00
0.00 820.00
ii Labour Charges
½ Mason grade II @ 400 200.00
1Beldar @ 189 189.00
389.00
T&P,Labour welfare @ 3% on 389.00 11.67
Sundries 1% of 389.00 3.89
Contractor's profit @ 10% on 389.00 38.90
Income tax 2.06% + Sale tax 3% + Royalti
1% + labour cess1.0% I.e = 7.06 % on
443.46 31.31
439.57 35.20
Total i+ii 439.57 855.20
Say 440.00 855.00 1295.00 Cum
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)
i Cost of material
57
Labour Material Total
Basic rate
in `
Rate in `
UnitItemS. No.
1 Cum of stones(boulders) @ 670.00 670.00
0.10 cum quarry spalls @ 400.00 40.00
0.00 710.00
ii Labour Charges
1/6 Mason grade II @ 400 66.67
1Beldar @ 189 189.00
255.67
T&P,Labour welfare @ 3% on 255.67 7.67
Sundries 1% of 255.67 2.56
Contractor's profit @ 10% on 255.67 25.57
Income tax 2.06% + Sale tax 3% + Royalti
1% + labour cess1.0% I.e = 7.06 % on 291.46 20.58
288.90 23.13
Total i+ii 288.90 733.13
Say 289.00 733.00 1022.00 Cum
(b) 30 cm thickness (± 5 % thickness tolerance)
i Cost of material
1 Cum of stones(boulders) @ 670.00 670.00
0.10 cum quarry spalls @ 400.00 40.00
0.00 710.00
ii Labour Charges
1/6 Mason grade II @ 400 66.67
1 1/5Beldar @ 189 226.80
293.47
T&P,Labour welfare @ 3% on 293.47 8.80
Sundries 1% of 293.47 2.93
Contractor's profit @ 10% on 293.47 29.35
Income tax 2.06% + Sale tax 3% + Royalti
1% + labour cess1.0% I.e = 7.06 % on
334.55 23.62
331.62 26.55
Total i+ii 331.62 736.55
Say 332.00 737.00 1069.00 Cum
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)
i Cost of material
0.95 Cum of stones(boulders) @ 630.00 598.50
0.00 598.50
ii Labour Charges
0.4 Beldar @ 189 75.60
75.60
T&P,Labour welfare @ 3% on 75.60 2.27
Sundries 1% of 75.60 0.76
Contractor's profit @ 10% on 75.60 7.56
Income tax 2.06% + Sale tax 3% + Royalti
1% + labour cess1.0% I.e = 7.06 % on
86.18 6.08
85.43 6.84
Total i+ii 85.43 605.34
Say 85.00 605.00 690.00 Cum
(b) Deduct from item no 40 (a) if only laying is
to be done 630.00 Cum
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.250.00 100 m
as per item no. 10 c of part A of this chapter
PART – D : QUARRY RUBBISH / SPALL :-
58
Labour Material Total
Basic rate
in `
Rate in `
UnitItemS. No.
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.
Average out put per day (3000 sqm)
Hire charges of tractor 0.03 @ 515.00 13.73 /10 Sqm
Hire charges of karwah 0.027 @ 75.00 2.00 /10 Sqm
pol @3 lit/ hr 0.080 @ 57.63 4.61 /10 Sqm
mistry 0.003 @ 400.00 1.33 /10 Sqm
21.68 /10 Sqm
Labour Charges 0.020 @ 189.00 3.78 /10 Sqm
T&P and Labour welfare 3%+Sundaries1%
contractor profit 10% I.e = 14% on
3.78 14 0.53 %
25.99
Income tax 2.06% + Sale tax 3% + Royalti
1% + labour cess1.0% I.e = 7.06 % on
25.99 7.06 1.83
27.82
Say 28.00 /10 Sqm
44 Spreading & consolidation / compaction of
quarry rubbish / spalls to required grade &
camber by plain roller including watering.
CHARGES FOR COMPACTION
Average out put of one roller for I km top
width 4.5 meter
Hire charges of Plain roller 0.002 @ 7120.00 15.82 /10 Sqm
pol @5 lit/ hr 0.002 @ 2305.20 5.12 /10 Sqm
water charges for compaction required 5.24 /10 Sqm
26.18 /10 Sqm
Labour Charges
7 Beldar for spreading 0.016 @ 189 2.94 no
T&P and Labour welfare 3%+Sundaries1%
contractor profit 10% I.e = 14% on
2.94 14 0.41 %
3.35
Income tax 2.06% + Sale tax 3% + Royalti
1% + labour cess1.0% I.e = 7.06 % on
29.53 7.06 2.09
31.62
CHARGES FOR SPREADING 28.00
Say 60.00 /10 Sqm
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.
Survey work
survey work in semi hilly area 1 550.00 550 p sqm
constr of pucca bench mark 4 425.00 1700 no
distance stone 5 180.00 900 no
3150
Rehabilitation work
Jungle clearance = 1000*2.2 2200 #REF! #REF! p sqm
silt clearance =1000(0.5+1.0)*0.5*0.3 240 65.00 15600 p cum
Bank formation = 2*1000(0.3+0.5)*0.5*0.1 80 69.00 5520 p cum
contractor profit is already added #REF!
#REF!
PART – E CONSTRUCTION OF WATER COURSE :-
59
Labour Material Total
Basic rate
in `
Rate in `
UnitItemS. No.
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.
CC 1:3:6 2 1 0.35 0.1 0.07 CUM
2 0.5 0.35 0.1 0.035 CUM
0.105 CUM 3338.00 350.49
RR in foundation CM 1:6
2 1 0.35 0.4 0.28 CUM
2 0.5 0.35 0.4 0.14 CUM
0.42 CUM 2850.00 1197
Nakka be lining in CC 1;3;6, 75 MM thick
1 1 0.35 0.35 sqm
1 0.85 0.35 0.2975 sqm
0.6475 sqm 302.00 195.545
coping 2 1 0.35 0.7 sqm
2 0.5 0.35 0.35 sqm
1.05 sqm #REF! #REF!
plaster 2 1 0.4 0.8 sqm
2 0.85 0.4 0.68 sqm
1.48 sqm 196.00 290.08
S&F nakka gate 450
#REF!
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.
Rate of single nakka #REF!
Extra of nakka gate 450
#REF!
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.
Excavation 2 1.1 1.1 0.5 1.21
1 4.4 0.3 0.3 0.396
1.606 59.00 94.754
CC 1:3:6 2 1.1 1.1 0.1 0.242 3338.00 807.796
RR in foundation CM 1:6 8 0.85 0.35 0.9 2.142 2850.00 6104.7
coping 2 4 0.35 2.8 #REF! #REF!
plaster 2 4.4 0.4 3.52 196.00 689.92
P&L spun pipe 5 5 730 3650
#REF!
60
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 2550.00
4 Lime mortar 1 : 2 (1 Lime and 2 sand) including all leads of all
construction materials.
Cum 2580.00
5 Lime mortar 1 : 3 (1 Lime and 3 sand) including all leads of all
construction materials.
Cum 2349.00
6 Cement mortar 1 : 8 (1 Cement and 8 sand) including all leads of all
construction materials.
Cum 2419.00
7 Cement mortar 1 : 6 including all leads of all construction materials. (1
Cement and 6 sand)
Cum 2786.00
8 Cement mortar 1 : 5 (1 Cement and 5 sand) including all leads of all
construction materials.
Cum 3112.00
9 Cement mortar 1 : 4 (1 Cement and 4 sand) including all leads of all
construction materials.
Cum 3569.00
10 Cement mortar 1 : 3 (1 Cement and 3 sand) including all leads of all
construction materials.
Cum 4363.00
11 Cement mortar 1 : 2 (1 Cement and 2 sand) including all leads of all
construction materials.
Cum 5400.00
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
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.
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.
19
1
2
3
4
Labour Material Total
a
175.00 175.00
58.33
Say 58.00
1
a 3500.00 2333.45
b 58.00 18.27
c Labour
charges
0.656
Beldar @
189.00 123.984
d Other
charges
142.25 4.27
2333.45 23.33
142.25 14.23
2517.53 177.74
160.75 2534.52
Say 161.00 2535.00 2696.00 Cum
2 150.00 Cum NO NEED OF THIS ITEM
3
a) Cost of
materials
2696.00 1294.08
700.00 168.00
851.00 612.72
Total (a) 0 2074.8
b) 58.00 16.70
c) 189 236.25
252.95 2074.80
d) Other
charges
252.95 7.59
2074.80 20.75
252.95 25.30
2381.39 168.13
285.84 2263.67
Say 286.00 2264.00 2550.00 Cum
4
a)
2696.00 1294.08
851.00 808.45
b) 58.00 16.70
c) 189 236.25
252.95 2102.53
d) Other charges
Lime mortar 1 : 2 (1 Lime and 2
Cost of materials
0.48 slacked lime @
0.95 cum sand @
Water charges 288 lit.
Labour charges for
Water charges 288 lit.
Labour charges for
T&P,Labour welfare
Sundries 1% of
Contractor's profit @
Income tax 2.06% +
Income tax 2.06% +
Labour charges for preparations
Lime, surkhi, sand mortar (1 : ½ :
0.48 cum slacked lime
0.24 cum surkhi
0.72 cum sand @
Considering 50%
Cost of material
Water charges 315 lit.
T&P,Labour welfare
Sundries 1% of
Contractor's profit @
Supply of water at site for
Considering :
Rate of water tanker with all laed
Cost of water per
Total per 1000 litres =
Slaking of lime including cost of
S. No. ItemBasic rate
in `
Rate in ` Unit
GENERAL
CHAPTER VI
MORTAR
These rates are inclusive of all taxes, levies, turn ovr tax, income tax, sales tax, octroi, panchayat
The rates given below are complete rates and include all leads of the construction material.
Rates are inclusive of cost of water, grinding, mixing of mortar by mechanical mixer/lime miller and
The proportions of various ingredients in the item are by volume batching.
252.95 7.59
2102.53 21.03
252.95 25.30
2409.39 170.10
285.84 2293.66
Say 286.00 2294.00 2580.00 Cum
5
a)
2696.00 970.56
851.00 919.08
b) 58.00 16.70
c) 236.25
252.95 1889.64
d)
252.95 7.59
1889.64 18.90
252.95 25.30
2194.37 154.92
285.84 2063.46
Say 286.00 2063.00 2349.00 Cum
6
a)
280.00 1100.40
851.00 910.57
b) 58.00 7.31
c) 189 154.98
d) 45
162.29 2055.97
e)
162.29 4.87
2055.97 20.56
162.29 16.23
2259.92 159.55
183.39 2236.08
Say 183.00 2236.00 2419.00 Cum
7
a)
280.00 1436.40
851.00 910.57
b) 58.00 9.51
c) 154.98
d) 45.00
164.49 2391.97
e)
164.49 4.93
2391.97 23.92
164.49 16.45
2601.77 183.68
185.88 2599.57
Say 186.00 2600.00 2786.00 Cum
8
a)
280.00 1736.00
851.00 910.57
b) 58.00 11.48
c) 154.98
d) 45.00
166.46 2691.57
e)
166.46 4.99T&P,Labour welfare
6.20 bags cement @
1.07 cum sand @
Water charges 32 lit./
Labour charges ( task
Higher and running
Other charges
T&P,Labour welfare
Sundries 1% of
Contractor's profit @
Income tax 2.06% +
Cement mortar 1 : 5 (1 Cement
Cost of materials
5.13 bags cement @
1.07 cum sand @
Water charges 32 lit./
Labour charges ( task
Higher and running
Other charges
T&P,Labour welfare
Sundries 1% of
Contractor's profit @
Income tax 2.06% +
Cement mortar 1 : 6 including all
Cost of materials
3.93 bags cement @
1.07 cum sand @
Water charges 32 lit./
Labour charges 0.82
Higher and running
Other charges
T&P,Labour welfare
Sundries 1% of
Contractor's profit @
Income tax 2.06% +
Cement mortar 1 : 8 (1 Cement
Cost of materials
Cost of materials
0.36 cum slacked lime
1.08 cum sand @
Water charges 288 lit.
Labour charges as per
Other charges
T&P,Labour welfare
Sundries 1% of
Contractor's profit @
Income tax 2.06% +
Lime mortar 1 : 3 (1 Lime and 3
2691.57 26.92
166.46 16.65
2906.59 205.21
188.10 2923.69
Say Rs. 188.00 2924.00 3112.00 Cum
9
a) Cost of
materials
280.00 2156.00
851.00 910.57
b) 58.00 14.27
c) 154.98
d) 45.00
169.25 3111.57
d)
169.25 5.08
3111.57 31.12
169.25 16.92
3333.94 235.38
191.25 3378.06
Say Rs. 191.00 3378.00 3569.00 Cum
10
a) Cost of
materials
280.00 2884.00
851.00 910.57
b) 58.00 19.14
c) 154.98
d) 45.00
174.12 3839.57
d)
174.12 5.22
3839.57 38.40
174.12 17.41
4074.72 287.68
196.76 4165.64
Say Rs. 197.00 4166.00 4363.00 Cum
11
a) Cost of
materials
280.00 3836.00
851.00 910.57
b) 58.00 25.40
c) 154.98
d) 45.00
180.38 4791.57
d)
180.38 5.41
4791.57 47.92
180.38 18.04
5043.32 356.06
203.83 5195.54
Say Rs. 204.00 5196.00 5400.00 Cum
12 50.00 Cum
13
a) Cost of
materials
47.00 56.40
b) 58.00 34.80
c)
Income tax 2.06% +
Add extra over item No. 2 to 11
Mud mortar including all leads of
1.20 cum mud dry @
Water charges 600
Labour charges
Labour charges ( task
Higher and running
Other charges
T&P,Labour welfare
Sundries 1% of
Contractor's profit @
Contractor's profit @
Income tax 2.06% +
Cement mortar 1 : 2 (1 Cement
13.70 bags cement @
0.95 cum sand @
Water charges 32 lit./
Water charges 32 lit./
Labour charges ( task
Higher and running
Other charges
T&P,Labour welfare
Sundries 1% of
Sundries 1% of
Contractor's profit @
Income tax 2.06% +
Cement mortar 1 : 3 (1 Cement
10.30 bags cement @
1.07 cum sand @
1.07 cum sand @
Water charges 32 lit./
Labour charges ( task
Higher and running
Other charges
T&P,Labour welfare
Sundries 1% of
Contractor's profit @
Income tax 2.06% +
Cement mortar 1 : 4 (1 Cement
7.7 bags cement @
189.00 126.00
d) 45.00
160.80 101.40
d)
160.80 4.82
101.40 1.01
160.80 16.08
i 53.00 63.60 Cum
347.72 24.55
181.70 190.56
Say 182.00 191.00 373.00 Cum
With initial lead of 250 m
b. With lead beyond 250 m and up to 750 m (½ Km) 57 Cum
3.8
19 Deduct in item no 18 (a) & (b) above if Standard Proctor's density to be achived is at least 95%2 Cum
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
Average lead for
Mud from 2 km for
Income tax 2.06% +
2/3 Beldar @
Higher and running
Other charges
T&P,Labour welfare
Sundries 1% of
Contractor's profit @
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 710.00
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 5430.00
(b) 20 mm Cum 5457.00
Rate in Rs.Unit
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.
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. Item
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.
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.
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.
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)
20
Rate
Rate in Rs.UnitS. No. Item
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 4443.00
(b) 80 mm Cum 4490.00
(c) 40 mm Cum 4653.00
(d) 20 mm Cum 4681.00
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 4231.00
(b) 80 mm Cum 4276.00
(c) 40 mm Cum 4431.00
(d) 20 mm Cum 4458.00
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 3616.00
(b) 80 mm Cum 3664.00
(c) 40 mm Cum 3828.00
(d) 20 mm Cum 3857.00
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 3086.00
(b) 80 mm Cum 3136.00
(c) 40 mm Cum 3307.00
(d) 20 mm Cum 3338.00
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 2754.00
(b) 80 mm Cum 2804.00
(c) 40 mm Cum 2975.00
(d) 20 mm Cum 3006.00
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 2573.00
(b) 80 mm Cum 2623.00
(c) 40 mm Cum 2794.00
21
Rate
Rate in Rs.UnitS. No. Item
(d) 20 mm Cum 2825.00
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 3377.00
(b) Plum concrete (1:3:6) Cum 2918.00
(c) Plum concrete (1:4:8) Cum 2627.00
(d) Plum concrete (1:5:10) Cum 2468.00
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 480
(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 86.00
(b) 80 mm. Cum 96.00
(c) 40mm. Cum 130.00
(d) 20mm Cum 95.00
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 395.00
(b) 7.5 cm Sqm 302.00
16 Add extra over labour rates for Item No.15 & 23 for lining of canal sides Sqm48
17 Extra charges over item no 15 & 16 for lining by paver as per specifications
complete
Sqm 20%
PART B : CANAL LINING
22
Rate
Rate in Rs.UnitS. No. Item
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 487.00
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 424.00
(b) in side slope for 10 cm thick Sqm #REF!(b) In bed for 7.5 cm Sqm 328.00
(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 70.00
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 80.00
23
Rate
Rate in Rs.UnitS. No. Item
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
Rate in Rs.UnitS. No. Item
(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
Rate in Rs.UnitS. No. Item
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
6
7
8
9
10
11
Labour Material Total
PART A : CONCRETE
1
a) Labour charges
Mason 0.1 p cum 500.00 50
Labour 1.63 Beldar 189.00 308.07
Bhisti 0.7 p cum 189.00 132.3
Beldar for curing 0.01 p cum for 21 days 189.00 39.69
Hire charges of mechanical mixer assuming
20 cum of concreting per 8 hr. of working @
400.00 20.00
Add extra with permission of Superintending Engineer, ` 72.00 per cum of concrete if composite weigh-
batching and mixing plant is used and also ` 72.00 per cum of concrete if mobile transit mixer is used.
S. No. Item Basic rate in `Unit
Rate in `
These rates include lifts up to 5 meters from ground level upward and downward.
The labour rates are inclusive of laying and mixing, all T&P, scafolding, curing and water charges etc.
These rates do not include the cost of centering, shuttering and form work of sort, except items of Part-B-
(Canal Lining)
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.
Where water is scare and chemical compound is asked to be used against curing, additional charges of ` 16.00
Per Sqm shall be admissible with permission of Superintending Engineer, and ` 6.30 Per sqm shall be
deducted on account of water curing charges already include in the rates.
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.
If admixer is asked to be used then extra charges of ` 42.00 Per cum of concrete shall be payable inclusive cost
of addmixure.
Proportion of ingredients in concrete for mass work at one place will be governed by mix design. No
adjustment will be made in rate due to change in proportion of ingredients other than cement but
deduction/addition @ 5.50 per Kg of cement will be made in concrete rate for lesser/excess requirment of
cement per cum of concrete.
CHAPTER VII
CONCRETE & CANAL LININGNOTES
These rates are at work site inclusive of all leads and also inclusive of all taxes, levies, turn over tax, income
tax, service tax, sales tax, octroi, panchayat tax, contractor's profit & royalty etc.
The rates in this chapter are inclusive of de-watering wherever required.
For all works power driven mechanical mixers / lime miller and vibrators should be used & rates are inclusive
of these charges.
79
Labour Material Total
S. No. Item Basic rate in `Unit
Rate in `
Charges for Disel @ 1.20 lit per hr i.e. 8.4 lit
for 20 cum of mixing @
59.00 24.78
Hire charges of Vibrator assuming 20 cum of
concreting per 8 hr. of working @
170.00 8.50
Charges for Disel @ 0.80 lit per hr i.e. 7 x
0.80x0.6 i.e. = 3.36 lit for 20 cum of
compaction @
59.00 9.91
530.06 63.19
b) Other charges
Contractor's profit @ 10% on 530.06 53.01
T&P and Labour welfare @ 3% on 530.06 15.90
Sundaries @1% on 63.19 0.63
Income tax 2.06% + Sale tax 3% + Royalti
1% +Labour Cess1% I.e = 7.06 % on
662.79 46.79
68.91 47.43
Total a+b 598.97 110.62
Say
Rs.
599.00 111.00 710.00 Cum
2
a 40 mm
i Cost of materials
11.20 bags of cement @ 280.00 3136.00
0.40 cum of sand @ 851.00 340.40
0.80 cum graded aggregate @ 830.00 664.00
ii Water charges 32 lit./ bag of cement i.e. 358
lit 100 lit for washing and wetting i.e. 458 lit
@ per 1000 lit.
58.00 26.56
iii Mixing and placing charges
As per No. item No. 1 & 2 599.00 111.00
Income tax 2.06% + Sale tax 3% + Royalti
1% + Labour cess 1.0% I.e = 7.06 % on cost
of cement + Cost of aggregate + Curing
charges i.e. on
4166.96 294.19
599.00 4572.15
Say
Rs.
599.00 4572.00 5171.00 Cum
(b) 20 mm
As per item No. (a) above 599.00 4572.15
Add difference in cost of graded aggregate of
40 mm and 20 mm for 0.80 cum
@ 30.00 24.00
Income tax 2.06% + Sale tax 3% + Royalti
1% + Labour cess 1.0% I.e = 7.06 % on
Diff. Cost of aggregate i.e. on
24.00 1.69
599.00 4597.85
Say
Rs.
599.00 4598.00 5197.00 Cum
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
80
Labour Material Total
S. No. Item Basic rate in `Unit
Rate in `
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
i) Cost of materials
8.6 bags of cement @ 280.00 2408.00
0.43 cum of sand @ 851.00 365.93
0.85 cum graded aggregate @ 580.00 493.00
ii Water charges 32 lit./ bag of cement i.e. 275
lit + 100 lit for washing and wetting i.e. 375
lit @ per 1000 lit.
58.00 21.75
iii Labour charges
As per No. item No. 1 & 2 599.00 111.00
Income tax 2.06% + Sale tax 3% + Royalti
1% + Labour cess 1.0% I.e = 7.06 % on cost
of cement + Cost of aggregate + Curing
charges i.e. on
3288.68 232.18
599.00 3631.86
Say
Rs.
599.00 3632.00 4231.00 Cum
(b) 80 mm
As per item No. (a) above 599.00 3631.86
Add difference in cost of graded aggregate of
150 mm and 80 mm for 0.85 cum @
50.00 42.5
Income tax 2.06% + Sale tax 3% + Royalti
1% + Labour cess 1.0% I.e = 7.06 % on
Diff. Cost of aggregate i.e. on
42.50 3.00
599.00 3677.36
Say
Rs.
599.00 3677.00 4276.00 Cum
(c) 40 mm
As per item No. (a) above 599.00 3631.86
Add difference in cost of graded aggregate of
150 mm and 40 mm for 0.85 cum @
220.00 187
Income tax 2.06% + Sale tax 3% + Royalti
1% + Labour cess 1.0% I.e = 7.06 % on
Diff. Cost of aggregate i.e. on
187.00 13.20
599.00 3832.06
Say
Rs.
599.00 3832.00 4431.00 Cum
(d) 20 mm
As per item No. (a) above 599.00 3631.86
Add difference in cost of graded aggregate of
150 mm and 20 mm for 0.85 cum @
250.00 212.50
81
Labour Material Total
S. No. Item Basic rate in `Unit
Rate in `
Income tax 2.06% + Sale tax 3% + Royalti
1% + Labour cess 1.0% I.e = 7.06 % on
Diff. Cost of aggregate i.e. on
212.50 15.00
599.00 3859.36
Say
Rs.
599.00 3859.00 4458.00 Cum
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
i) Cost of materials
6.40 bags of cement @ 280.00 1792.00
0.45 cum of sand @ 851.00 382.95
0.90 cum graded aggregate @ 580.00 522.00
ii Water charges 32 lit./ bag of cement i.e. 205
lit 100 lit for washing and wetting i.e. 305 lit
@ per 1000 lit.
58.00 17.69
iii Labour charges
As per No. item No. 1 & 2 599.00 111.00
Income tax 2.06% + Sale tax 3% + Royalti
1% + Labour cess 1.0% I.e = 7.06 % on cost
of cement + Cost of aggregate + Curing
charges i.e. on
2714.64 191.65
599.00 3017.29
Say
Rs.
599.00 3017.00 3616.00 Cum
(b) 80 mm
As per item No. (a) above 599.00 3017.29
Add difference in cost of graded aggregate of
150 mm and 80 mm for 0.9 cum @
50 45
Income tax 2.06% + Sale tax 3% + Royalti
1% + Labour cess 1.0% I.e = 7.06 % on
Diff. Cost of aggregate i.e. on
45.00 3.18
599.00 3065.47
Say
Rs.
599.00 3065.00 3664.00 Cum
(c) 40 mm
As per item No. (a) above 599.00 3017.29
Add difference in cost of graded aggregate of
150 mm and 40 mm for 0.9 cum @
220.00 198
Income tax 2.06% + Sale tax 3% + Royalti
1% + Labour cess 1.0% I.e = 7.06 % on
Diff. Cost of aggregate i.e. on
198.00 13.98
599.00 3229.27
Say
Rs.
599.00 3229.00 3828.00 Cum
(d) 20 mm
As per item No. (a) above 599.00 3017.29
82
Labour Material Total
S. No. Item Basic rate in `Unit
Rate in `
Add difference in cost of graded aggregate of
150 mm and 20 mm for 0.9 cum @
250.00 225.00
Income tax 2.06% + Sale tax 3% + Royalti
1% + Labour cess 1.0% I.e = 7.06 % on
Diff. Cost of aggregate i.e. on
225.00 15.89
599.00 3258.18
Say
Rs.
599.00 3258.00 3857.00 Cum
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
i) Cost of materials
4.50 bags of cement @ 280.00 1260.00
0.47 cum of sand @ 851.00 399.97
0.94 cum graded aggregate @ 580.00 545.20
ii Water charges 32 lit./ bag of cement i.e. 144
lit 100 lit for washing and wetting i.e. 244 lit
@ per 1000 lit.
58.00 14.15
iii Labour charges
As per No. item No. 1 & 2 599.00 111.00
Income tax 2.06% + Sale tax 3% + Royalti
1% + Labour cess 1.0% I.e = 7.06 % on cost
of cement + Cost of aggregate + Curing
charges i.e. on
2219.32 156.68
599.00 2487.01
Say Rs. 599.00 2487.00 3086.00 Cum
(b) 80 mm
As per item No. (a) above 599.00 2487.01
Add difference in cost of graded aggregate of
150 mm and 80 mm for 0.94 cum @
50 47
Income tax 2.06% + Sale tax 3% + Royalti
1% + Labour cess 1.0% I.e = 7.06 % on
Diff. Cost of aggregate i.e. on
47.00 3.32
599.00 2537.32
Say 599.00 2537.00 3136.00 Cum
(c) 40 mm
As per item No. (a) above 599.00 2487.01
Add difference in cost of graded aggregate of
150 mm and 40 mm for 0.94 cum @
220.00 206.8
Income tax 2.06% + Sale tax 3% + Royalti
1% + Labour cess 1.0% I.e = 7.06 % on
Diff. Cost of aggregate i.e. on
206.80 14.60
599.00 2708.41
Say 599.00 2708.00 3307.00 Cum
(d) 20 mm
83
Labour Material Total
S. No. Item Basic rate in `Unit
Rate in `
As per item No. (a) above 599.00 2487.01
Add difference in cost of graded aggregate of
150 mm and 20 mmfor 0.94 cum @
250.00 235.00
Income tax 2.06% + Sale tax 3% + Royalti
1% + Labour cess 1.0% I.e = 7.06 % on
Diff. Cost of aggregate i.e. on
235.00 16.59
599.00 2738.60
Say 599.00 2739.00 3338.00 Cum
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
i) Cost of materials
3.40 bags of cement @ 280.00 952.00
0.47 cum of sand @ 851.00 399.97
0.94 cum graded aggregate @ 580.00 545.20
ii Water charges 32 lit./ bag of cement i.e. 109
lit 100 lit for washing and wetting i.e. 209 lit
@ per 1000 lit.
58.00 12.12
iii Labour charges
As per No. item No. 1 & 2 599.00 111.00
Income tax 2.06% + Sale tax 3% + Royalti
1% + Labour cess 1.0% I.e = 7.06 % on cost
of cement + Cost of aggregate + Curing
charges i.e. on
1909.29 134.80
599.00 2155.09
Say 599.00 2155.00 2754.00 Cum
(b) 80 mm
As per item No. (a) above 599.00 2155.09
Add difference in cost of graded aggregate of
150 mm and 80 mm for 0.94 cum @
50.00 47
Income tax 2.06% + Sale tax 3% + Royalti
1% + Labour cess 1.0% I.e = 7.06 % on
Diff. Cost of aggregate i.e. on
47.00 3.32
599.00 2205.41
Say 599.00 2205.00 2804.00 Cum
(c) 40 mm
As per item No. (a) above 599.00 2155.09
Add difference in cost of graded aggregate of
150 mm and 40 mm for 0.94 cum @
220.00 206.8
Income tax 2.06% + Sale tax 3% + Royalti
1% + Labour cess 1.0% I.e = 7.06 % on
Diff. Cost of aggregate i.e. on
206.80 14.60
599.00 2376.49
84
Labour Material Total
S. No. Item Basic rate in `Unit
Rate in `
Say 599.00 2376.00 2975.00 Cum
(d) 20 mm
As per item No. (a) above 599.00 2155.09
Add difference in cost of graded aggregate of
150 mm and 20 mmfor 0.94 cum @
250.00 235.00
Income tax 2.06% + Sale tax 3% + Royalti
1% + Labour cess 1.0% I.e = 7.06 % on
Diff. Cost of aggregate i.e. on
235.00 16.59
599.00 2406.68
Say 599.00 2407.00 3006.00 Cum
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
i) Cost of materials
2.80 bags of cement @ 280.00 784.00
0.47 cum of sand @ 851.00 399.97
0.94 cum graded aggregate @ 580.00 545.20
ii Water charges 32 lit./ bag of cement i.e. 90
lit 100 lit for washing and wetting i.e. 190 lit
@ per 1000 lit.
58.00 11.02
iii Labour charges
As per No. item No. 1 & 2 599.00 111.00
Income tax 2.06% + Sale tax 3% + Royalti
1% + Labour cess 1.0% I.e = 7.06 % on cost
of cement + Cost of aggregate + Curing
charges i.e. on
1740.19 122.86
599.00 1974.05
Say 599.00 1974.00 2573.00 Cum
(b) 80 mm
As per item No. (a) above 599.00 1974.05
Add difference in cost of graded aggregate of
150 mm and 80 mm for 0.94 cum @
50 47
Income tax 2.06% + Sale tax 3% + Royalti
1% + Labour cess 1.0% I.e = 7.06 % on
Diff. Cost of aggregate i.e. on
47.00 3.32
599.00 2024.37
Say 599.00 2024.00 2623.00 Cum
(c) 40 mm
As per item No. (a) above 599.00 1974.05
Add difference in cost of graded aggregate of
150 mm and 40 mm for 0.94 cum @
220.00 206.8
85
Labour Material Total
S. No. Item Basic rate in `Unit
Rate in `
Income tax 2.06% + Sale tax 3% + Royalti
1% + Labour cess 1.0% I.e = 7.06 % on
Diff. Cost of aggregate i.e. on
206.80 14.60
599.00 2195.45
Say 599.00 2195.00 2794.00 Cum
(d) 20 mm
As per item No. (a) above 599.00 1974.05
Add difference in cost of graded aggregate of
150 mm and 20 mmfor 0.94 cum @
250.00 235.00
Income tax 2.06% + Sale tax 3% + Royalti
1% + Labour cess 1.0% I.e = 7.06 % on
Diff. Cost of aggregate i.e. on
235.00 16.59
599.00 2225.64
Say 599.00 2226.00 2825.00 Cum
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 mix M15
(a) 80 mm
i) Cost of materials
6.40 *0.875 bags of cement @ 280.00 1568.00
0.45*0.875 cum of sand @ 851.00 335.08
0.90 cum graded aggregate 83% @ 630.00 470.61
0.90 cum Plum 17% @ 650.00 99.45
ii Water charges 32 lit./ bag of cement i.e. 205
lit 100 lit for washing and wetting i.e. 305 lit
@ per 1000 lit.
58.00 17.69
iii Labour charges
As per No. item No. 1 & 2 599.00 111.00
Income tax 2.06% + Sale tax 3% + Royalti
1% + Labour cess 1.0% I.e = 7.06 % on cost
of cement + Cost of aggregate + Curing
charges i.e. on
2490.83 175.85
599.00 2777.68
Say 599.00 2778.00 3377.00 Cum
(b) Plum concrete mix M10
(a) 80 mm
i) Cost of materials
4.50 *0.875 bags of cement @ 280.00 1102.50
0.47 *0.875 cum of sand @ Rs. 851.00 349.97
0.94 cum graded aggregate 83%@ 630.00 491.53
86
Labour Material Total
S. No. Item Basic rate in `Unit
Rate in `
0.94 cum plum 17%@ 650.00 103.87
ii Water charges 32 lit./ bag of cement i.e.144
lit 100 lit for washing and wetting i.e. 244 lit
@ per 1000 lit.
58.00 14.15
iii Labour charges
As per No. item No. 1 & 2 599.00 111.00
Income tax 2.06% + Sale tax 3% + Royalti
1% + Labour cess 1.0% I.e = 7.06 % on cost
of cement + Cost of aggregate + Curing
charges i.e. on
2062.02 145.58
599.00 2318.60
Say 599.00 2319.00 2918.00 Cum
(c) Plum concrete mix M7.5
(a) 80 mm
i) Cost of materials
3.40 *0.875 bags of cement @ 280.00 833.00
0.47 *0.875 cum of sand @ 851.00 349.97
0.94 cum graded aggregate 83%@ 630.00 491.53
0.94 cum plum 17%@ 650.00 103.87
ii Water charges 32 lit./ bag of cement i.e. 109
lit 100 lit for washing and wetting i.e. 209 lit
@ per 1000 lit.
58.00 12.12
iii Labour charges
As per No. item No. 1 & 2 599.00 111.00
Income tax 2.06% + Sale tax 3% + Royalti
1% + Labour cess 1.0% I.e = 7.06 % on cost
of cement + Cost of aggregate + Curing
charges i.e. on
1790.49 126.41
599.00 2027.90
Say Rs. 599.00 2028.00 2627.00 Cum
(d) Plum concrete mix M 5
(a) 80 mm
i) Cost of materials
2.80 *0.875 bags of cement @ 280.00 686.00
0.47 *0.875 cum of sand @ 851.00 349.97
0.94 cum graded aggregate 83%@ 630.00 491.53
0.94 cum plum 17% @ 650.00 103.87
ii Water charges 32 lit./ bag of cement i.e. 90
lit 100 lit for washing and wetting i.e. 190 lit
@ per 1000 lit.
58.00 11.02
iii Labour charges
As per No. item No. 1 & 2 599.00 111.00
Income tax 2.06% + Sale tax 3% + Royalti
1% + Labour cess 1.0% I.e = 7.06 % on cost
of cement + Cost of aggregate + Curing
charges i.e. on
1642.39 115.95
599.00 1869.34
Say 599.00 1869.00 2468.00 Cum
87
Labour Material Total
S. No. Item Basic rate in `Unit
Rate in `
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 80% Cum
(b) In horizontal block-outs 50% Cum
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. 86.00 86.00 Cum
(b) 80 mm. 96.00 96.00 Cum
(c) 40mm. 130.00 130.00 Cum
(d) 20mm 95.00 95.00 Cum
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 100.00 Cum
(ii) For works other than Major and medium
dams
75.00 Cum
(b) If batching of ingredients is done by
weighing method
50.00 Cum
(c) Extra labour charges if concreting is done on
major /medium dams
166.00 Cum
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 7.00 0.00 7.00 Sqm
(b) Side slopes 9.00 0.00 9.00 Sqm
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 9.00 0.00 9.00 Sqm
(b) Side slopes 11.00 0.00 11.00 Sqm
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
Concrete required per sqm = 0.10 cum
i) Cost of 0.10 cum concrete @ 3504.90 62.90 287.60 350.49
PART B : CANAL LINING
88
Labour Material Total
S. No. Item Basic rate in `Unit
Rate in `
Labour charges
Mason 0.03 16.67 16.67
Labour charges 0.0667 12.60 8.00 20.60
92.16 295.60 387.76
sundries 3% 92.1617 2.76
Income tax 2.06% + Sale tax 3% + Royalti
1% +Labour cess 1% I.e = 7.06 % on extra
charges i.e. on
94.93 6.70 6.70
92.16 302.30 397.22 Sqm
Say 93.00 302.00 395.00 Sqm
(b) 7.5 cm
Concrete required per sqm= 0.075 cum
i)Cost of 0.075 cum concrete @ 3504.90 47.17 215.70 262.87
ii)Extra charges for doing lining in canal bed 26.34 7.20 33.54
73.51 222.90 296.41
sundries 3% 73.51 2.21
Income tax 2.06% + Sale tax 3% + Royalti
1% +Labour cess 1% I.e = 7.06 % on extra
charges i.e. on
75.72 5.35 5.35
73.51 228.24 303.96 Sqm
Say 74.00 228.00 302.00 Sqm
16 Add extra over labour rates for Item No.15 &
23 for lining of canal sides 48Sqm
17 Extra charges over item no 15 & 16 for
lining by paver as per specifications
complete
20% Sqm
18 Extra charges over item no 15 for placement
of cement concrete lining with acrow type (or
equivalent) steel slip from gentry.
10% Sqm
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
a Cost of Hydraulic Compressed cement
concrete tiles of size 300 mm x 300 mm and
40 mm thick i.e. 0.09 sqm area
Cost of 1 sqm tile @ Per tile including
wastage etc.
18.00 200.00 200.00
b Providing and laying of mortar and fixing of
tiles.
quantity of mortar required for one sqm =
0.023 cum cement mortar 1:5 @
3112.00 4.32 67.25 71.58
Labour for fixing of 130 slabs per day
89
Labour Material Total
S. No. Item Basic rate in `Unit
Rate in `
1 Mason Grade I @ 500.00 500.00
4 beldar @ 189.00 756.00
1256.00
Area of 130 slabs 0.3 x 0.3 x 130 = 11.70
sqm
1256.00 / 11.70 107.35 107.35
T&P,Labour welfare @ 3% on 107.35 3.22 3.22
Sundries 1% on 107.35 1.07 1.07
Contractor's profit @ 10% on 107.35 10.74 10.74
Income tax 2.06% + Sale tax 3% + Royalti
1% +Labour cess 1% I.e = 7.06 % on extra
charges i.e. on
393.96 27.81 27.81
c Filling of joints of slabs with cement mortar
(1:3) for 0.09 sqm of slabs length of joints
will be 0.60 m
Hence for 1 sqm, length of joints will be
0.60/ 0.09=6.66 m Quantity of mortar
required 6.66 x 0.0002=0.001332 cum.
Cost of 0.001332 cum of cement mortar 1:3
@
4363.00 0.26 5.55 5.81 Cum
Labour charges for filling of joints with
mortar 1:3 @ per RM for 6.66 m
9.00 59.94 59.94
Total 175.10 312.42 487.52
Say 175.00 312.00 488.00 Sqm
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
Quantity for 10 m long sleepr
10x0.15x0.075=0.1125 cum
i cost of 0.1125 cum concrete @ p cum 3338.00 67.39 308.14 375.53
ii Charges for finishing for 1.5 sqm @ per 10
sqm
100.00 15.00 15.00
Income tax 2.06% + Sale tax 3% + Royalti
1% +Labour cess 1% I.e = 7.06 % on extra
charges i.e. on
15.00 1.06 1.06
82.39 309.20 391.58
Say 82.00 309.00 392.00 10 RM
or 8.00 31.00 39.00 RM
(b) In sides
Quantity for 10 m long sleepr
10x0.15x0.075=0.1125 cum
i cost of 0.1125 cum concrete@ per cum 3338.00 67.39 308.14 375.53
ii Charges for finishing for 1.5 sqm @ per 10
sqm
100.00 15.00 15.00
iii Charges for shuttering L.S. 3.00 9.00 12.00
iv Charges for placing L.S. 33.00 33.00
Income tax 2.06% + Sale tax 3% + Royalti
1% +Labour cess 1% I.e = 7.06 % on extra
charges i.e. on
33.00 2.33 2.33
118.39 319.47 437.85
90
Labour Material Total
S. No. Item Basic rate in `Unit
Rate in `
Say 118.00 319.00 438.00 10 RM
or 12.00 32.00 44.00 RM
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.
Material required for 10 m length of
construction joints.
a on sleeper top for 1.5 sqm @ 0.75 lit. / sqm 1.125 lit
b On edge of lining for 1 sqm @ 0.25 lit/sqm 0.25 lit
c Filling of joints
10*(0.014+0.011)*0.033
. 2
= 0.004125 cum i.e 4.125 lit
5.500 lit
Weight of material 5.50 lit @ 1040 kg /c.c. 5.72 kg
Wastage L.S. 0.28 kg
6.00 kg
Cost of selling compound 6 kg @ 190.00 1140.00
Add for labour charges for filling
construction joints by bituman and other
sealling compound L.S.
90.00
Income tax 2.06% + Sale tax 3% + Royalti
1% +Labour cess 1% I.e = 7.06 % on extra
charges i.e. on
1230.00 86.84
90.00 1226.84
Say 90.00 1227.00 1317.00 10 RM
or 9.00 123.00 132.00 RM
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.
1.50 Sqm
91
Labour Material Total
S. No. Item Basic rate in `Unit
Rate in `
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
Concrete required per sqm = 0.10 cum
i) Cost of 0.10 cum concrete @ 3478.00 62.90 287.60 350.49
ii) Extra cost of cement for M13.5 1.20 280.00 33.60 33.60
iii) Extra charges for doing lining in canal
bed
29.27 8.00 37.27
Income tax 2.06% + Sale tax 3% + Royalti
1% +Labour cess 1% I.e = 7.06 % on extra
charges i.e. on
37.27 1.51 1.51
92.16 330.71 422.87 Sqm
Say 93.00 331.00 424.00 Sqm
(b) In bed for 7.5 cm
Concrete required per sqm= 0.075 cum
i)Cost of 0.075 cum concrete @ 3478.00 47.17 215.70 262.87
ii)Extra cost of cement 1.20 280.00 25.20 25.20
ii)Extra charges for doing lining in canal bed 29.27 8.00 37.27
Income tax 2.06% + Sale tax 3% + Royalti
1% +Labour cess 1% I.e = 7.06 % on extra
charges i.e. on
37.27 2.63 2.63
76.44 251.53 327.97 Sqm
Say 76.00 252.00 328.00 Sqm
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
75.00 Each
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.
70 Sqm
92
Labour Material Total
S. No. Item Basic rate in `Unit
Rate in `
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. 80 Sqm
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%
423 Cum
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
375.00 Sqm
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. 443.00 Sqm
(b) In sides 456.00 Sqm
93
Labour Material Total
S. No. Item Basic rate in `Unit
Rate in `
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.
24.00 Sqm
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 557.00 Sqm
b. upto 60 mm thick 672.00 Sqm
c. upto 80 mm thick 820.00 Sqm
32 Labour charges for sandwich plaster of
required specification & cement mortar for
sub grade excluding cost of material &
mortar mixing
(a) In bed 143.00 10 sqm
(b) In sides 178.00 10 sqm
33 Labour charges for tile masonry in single
layer in required specifications excluding
cost of construction material & mortar
mixing.
(a) In bed 217.00 10 Sqm
(b) In sides 271.00 10 Sqm
34 Water arrangements including pumping
charges if required
100.00 10 Sqm
36 Labour charges for single tile lining complete
as per specification excluding cost of
construction material, water & curing
charges.
a In Bed 479.00 10 Sqm
b In sides 622.00 10 Sqm
35 Labour charges for double tile lining
complete as per specification excluding cost
of construction material, water & curing
charges.
a In Bed 658.00 10 Sqm
b In sides 840.00 10 Sqm
94
Labour Material Total
S. No. Item Basic rate in `Unit
Rate in `
36 Labour charges for Brick masonry lining
complete as per specifications excluding cost
of construction material, water & curing
charges
(a) In bed 696.00 10 Sqm
(b) In sides 899.00 10 Sqm
37 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 3049.00 10 Sqm
b In sides 3175.00 10 Sqm
38 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 4711.00 10 Sqm
b In sides 4872.00 10 Sqm
39 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 3313.00 10 Sqm
(b) In sides 3492.00 10 Sqm
95
Labour Material Total
S. No. Item Basic rate in `Unit
Rate in `
40 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 2987.00 10 Sqm
b In sides 3113.00 10 Sqm
41 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 4768.00 10 Sqm
b In sides 4955.00 10 Sqm
96
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 861.00
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 3482.00
(b) In cement sand mortar 1:4 Cum 3164.00
(c) In cement sand mortar 1:5 Cum 2981.00
(d) In cement sand mortar 1:6 Cum 2850.00
(e) In cement sand mortar 1:8 Cum 2704.00
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 947.00
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 2946.00
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 1466.00
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 5141.00
(b) In cement sand mortar 1:4 Cum 4863.00
(c) In cement sand mortar 1:5 Cum 4703.00
(d) In cement sand mortar 1:6 Cum 4589.00
(e) In cement sand mortar 1:8 Cum 4461.00
7 R. R. stone masonry in mud mortar including all
leads of all construction materials.
Cum 1513.00
8 Dry stone masonry including all leads of all
construction materials.
Cum 1095.00
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 881.00
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 3579.00
(b) In cement sand mortar 1:4 Cum 3261.00
(c) In cement sand mortar 1:5 Cum 3078.00
(d) In cement sand mortar 1:6 Cum 2947.00
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 1563.00
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 4441.00
(b) In cement sand mortar 1:4 Cum 4163.00
(c) In cement sand mortar 1:5 Cum 4003.00
13 Add extra over item no. 1 to 12 for
(a) Masonry work in superstructure for Dam and other
works.
Cum 152.00
(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 2810.00
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 6966.00
(b) In cement sand mortar 1:4 Cum 6673.00
(c) In cement sand mortar 1:5 Cum 6503.00
(d) In cement sand mortar 1:6 Cum 6383.00
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 671.00
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 4464.00
(b) In cement sand mortar 1:4 Cum 4266.00
(c) In cement sand mortar 1:5 Cum 4151.00
(d) In cement sand mortar 1:6 Cum 4069.00
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 161.00
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 433.00
(b) In cement sand mortar 1:4 Sqm 418.00
21 Add extra for superstructure brick masonry on item
no 16 & 17
Cum 152.00
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 348.00
(b) Over Item No. 19 Sqm 36.00
(c) Over Item No. 20 Sqm 24.00
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 232.00
(b) Over Item No. 19 Sqm 24.00
(c) Over Item No. 20 Sqm 16.00
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
5
i
ii
The masonry above apron level and or from the level where the batter starts.
6
7
Labour Material Rate
1
a Labour Charges with curing
2/3 mason Gr.I @ 500.00 333.33
1-1/3 Woman cooli @ 189 252.00
2/3 Beldar @ 189 126.00
711.33 0.00
b other charges
Contractor's profit @ 10% on 711.33 71.13
T&P and Labour welfare @ 3% on 711.33 21.34
Income tax 2.06% + Sale tax 3 % + Royalti
1 %+Labour cess 1% I.e = 7.06 % i.e. on
803.81 56.75
803.81 56.75 860.56
Say 804.00 57.00 861.00 Cum
2
(a) In cement sand mortar 1:3
i Cost of material
1.10 cum stone @ 710.00 781.00
0.40 cum mortar @ 4363.00 78.80 1666.40
78.80 2447.40
ii water Charges (excluding mortar ) for
washing and wetting etc.
18.90 1.74
iii Labour charges as per item 1 above 804.00 57.00
iv curing charges complete 1/3 Beldar 63.00 4.35
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 :
CHAPTER VIII
MASONRYNOTES
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.
Rate in `S. No. Item
PART A : RANDOM RUBBLE, COURSED /
KHARANJA STONE MASONRY :
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.
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.
Canal :- The masonry executed above designed bed level.
Dam weir, wing wall and C.D. works etc.
Unit
One full bag of cement is 50 kg by weight and 0.03481 cum by volume (standard).
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.
Basic rate
in `
102
Labour Material Rate
Rate in `S. No. ItemUnit
Basic rate
in `
Income tax 2.06% + Sale tax 3 % + Royalti
1 %+Labour cess 1% I.e = 7.06 % i.e. on
87.99 6.21
964.70 2516.70 3481.40
Say 965.00 2517.00 3482.00 Cum
(b) In cement sand mortar 1:4
i Cost of material
1.10 cum stone @ 710.00 781.00
0.40 cum mortar @ 3569.00 76.40 1351.20
76.40 2132.20
ii water Charges (excluding mortar ) for
washing and wetting etc.
18.90 1.74
iii Labour charges as per item 1 above 804.00 57.00
iv curing charges complete 1/3 Beldar @ 63.00 4.35
Income tax 2.06% + Sale tax 3 % + Royalti
1 %+Labour cess 1% I.e = 7.06 % i.e. on
Water charges+curing charges i.e. on
87.99 6.21
962.30 2201.50 3163.80
Say 962.00 2202.00 3164.00 Cum
(c) In cement sand mortar 1:5
i Cost of material
1.10 cum stone @ 710.00 781.00
0.40 cum mortar @ 3112.00 75.20 1169.60
75.20 1950.60
ii water Charges (excluding mortar ) for
washing and wetting etc.
18.90 1.74
iii Labour charges as per item 1 above 804.00 57.00
iv curing charges complete 1/3 Beldar @ 63.00 4.35
Income tax 2.06% + Sale tax 3 % + Royalti
1 %+Labour cess 1% I.e = 7.06 % i.e. on
Water charges+curing charges i.e. on
87.99 6.21
961.10 2019.90 2981.00
Say 961.00 2020.00 2981.00 Cum
(d) In cement sand mortar 1:6
i Cost of material
1.10 cum stone @ 710.00 781.00
0.40 cum mortar @ 2786.00 74.40 1040.00
74.40 1821.00
ii water Charges (excluding mortar ) for
washing and wetting etc.
18.90 1.74
iii Labour charges as per item 1 above 804.00 57.00
iv curing charges complete 1/3 Beldar @ 63.00 4.35
Income tax 2.06% + Sale tax 3 % + Royalti
1 %+Labour cess 1% I.e = 7.06 % i.e. on
Water charges+curing charges i.e. on
87.99 6.21
960.30 1890.30 2850.60
Say 960.00 1890.00 2850.00 Cum
(e) In cement sand mortar 1:8
i Cost of material
1.10 cum stone @ 710.00 781.00
0.40 cum mortar @ 2419.00 73.20 894.40
73.20 1675.40
103
Labour Material Rate
Rate in `S. No. ItemUnit
Basic rate
in `
ii water Charges (excluding mortar ) for
washing and wetting etc.
18.90 1.74
iii Labour charges as per item 1 above 804.00 57.00
iv curing charges complete 1/3 Beldar @ 63.00 4.35
Income tax 2.06% + Sale tax 3 % + Royalti
1 %+Labour cess 1% I.e = 7.06 % i.e. on
Water charges+curing charges i.e. on
87.99 6.21
959.10 1744.70 2703.80
Say 959.00 1745.00 2704.00 Cum
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.
884.00 63.00 947.00 Cum
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
1056.00 1890.00 2946.00 Cum
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.
a Labour Charges
1-2/3 mason Gr.I @ 500.00 833.33
2 Beldar/ cooli @ 189 378.00
1211.33 0.00
b other charges
Contractor's profit @ 10% on 1211.33 121.13
T&P and Labour welfare @ 3% on 1211.33 36.34
Sundaries @1% on 0.00 0.00
Income tax 2.06% + Sale tax 3 % + Royalti
1 %+Labour cess 1% I.e = 7.06 % i.e. on
1368.81 96.64
1368.81 96.64 1465.44
Say 1369.00 97.00 1466.00 Cum
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.
(c) In cement sand mortar 1:3
i Cost of material
0.96 cum coursed rubble stone @ 1678.00 1610.88
0.24 cum stone headers @ 1845.00 442.80
0.35 cum mortar @ 4363.00 68.95 1458.10
104
Labour Material Rate
Rate in `S. No. ItemUnit
Basic rate
in `
68.95 3511.78
ii water Charges (excluding mortar ) for
washing and wetting etc.
18.90 1.74
iii Labour charges as per item 5 above 1369.00 97.00
iv curing charges complete 1/3 Beldar @ 63.00 4.35
Income tax 2.06% + Sale tax 3 % + Royalti
1 %+Labour cess 1% I.e = 7.06 % i.e. on
Water charges+curing charges i.e. on
87.99 6.21
1519.85 3621.08 5140.93
Say 1520.00 3621.00 5141.00 Cum
(d) In cement sand mortar 1:4
i Cost of material
0.96 cum coursed rubble stone @ 1678.00 1610.88
0.24 cum stone headers @ 1845.00 442.80
0.35 cum mortar @ 3569.00 66.85 1182.30
66.85 3235.98
ii water Charges (excluding mortar ) for
washing and wetting etc.
18.90 1.74
iii Labour charges as per item 5 above 1369.00 97.00
iv curing charges complete 1/3 Beldar @ 63.00 4.35
Income tax 2.06% + Sale tax 3 % + Royalti
1 %+Labour cess 1% I.e = 7.06 % i.e. on
Water charges+curing charges i.e. on
87.99 6.21
1517.75 3345.28 4863.03
Say 1518.00 3345.00 4863.00 Cum
(e) In cement sand mortar 1:5
i Cost of material
0.96 cum coursed rubble stone @ 1678.00 1610.88
0.24 cum stone headers @ 1845.00 442.80
0.35 cum mortar @ 3112.00 65.80 1023.40
65.80 3077.08
ii water Charges (excluding mortar ) for
washing and wetting etc.
18.90 1.74
iii Labour charges as per item 5 above 1369.00 97.00
iv curing charges complete 1/3 Beldar @ 63.00 4.35
Income tax 2.06% + Sale tax 3 % + Royalti
1 %+Labour cess 1% I.e = 7.06 % i.e. on
Water charges+curing charges i.e. on
87.99 6.21
1516.70 3186.38 4703.08
Say 1517.00 3186.00 4703.00 Cum
(f) In cement sand mortar 1:6
i Cost of material
0.96 cum coursed rubble stone @ 1678.00 1610.88
0.24 cum stone headers @ 1845.00 442.80
0.35 cum mortar @ 2786.00 65.10 910.00
65.10 2963.68
ii water Charges (excluding mortar ) for
washing and wetting etc.
18.90 1.74
iii Labour charges as per item 5 above 1369.00 97.00
iv curing charges complete 1/3 Beldar @ 63.00 4.35
105
Labour Material Rate
Rate in `S. No. ItemUnit
Basic rate
in `
Income tax 2.06% + Sale tax 3 % + Royalti
1 %+Labour cess 1% I.e = 7.06 % i.e. on
Water charges+curing charges i.e. on
87.99 6.21
1516.00 3072.98 4588.98
Say 1516.00 3073.00 4589.00 Cum
(g) In cement sand mortar 1:8
i Cost of material
0.96 cum coursed rubble stone @ 1678.00 1610.88
0.24 cum stone headers @ 1845.00 442.80
0.35 cum mortar @ 2419.00 64.05 782.60
64.05 2836.28
ii water Charges (excluding mortar ) for
washing and wetting etc.
18.90 1.74
iii Labour charges as per item 5 above 1369.00 97.00
iv curing charges complete 1/3 Beldar @ 63.00 4.35
Income tax 2.06% + Sale tax 3 % + Royalti
1 %+Labour cess 1% I.e = 7.06 % i.e. on
Water charges+curing charges i.e. on
87.99 6.21
1514.95 2945.58 4460.53
Say 1515.00 2946.00 4461.00 Cum
7 R. R. stone masonry in mud mortar
including all leads of all construction
materials.
i Cost of material
1.0 cum stone @ 710.00 710.00
0.40 cum mud mortar @ 373.00 72.80 76.40
72.80 786.40
ii water Charges (excluding mortar ) ½ of item
no 2 a ii
18.00 4.35
iii Labour charges
2/3 mason Gr.II @ 400.00 266.67
1-1/3 Woman cooli @ 189.00 252.00
iv other charges
Contractor's profit @ 10% on 536.67 53.67
T&P and Labour welfare @ 3% on 536.67 16.10
Sundaries @1% on 4.35 0.04
Income tax 2.06% + Sale tax 3 % + Royalti
1 %+Labour cess 1% I.e = 7.06 % i.e. on
610.83 43.12
679.23 833.92 1513.15
Say 679.00 834.00 1513.00 Cum
8 Dry stone masonry including all leads of all
construction materials.
i Cost of material
1.10 cum stone @ 710.00 781.00
0.00 781.00
iii Labour charges
1/3 mason Gr.II @ 400.00 133.33
2/3 Beldar/ cooli @ 189.00 126.00
iv other charges
Contractor's profit @ 10% on 259.33 25.93
T&P and Labour welfare @ 3% on 259.33 7.78
106
Labour Material Rate
Rate in `S. No. ItemUnit
Basic rate
in `
Income tax 2.06% + Sale tax 3 % + Royalti
1 %+Labour cess 1% I.e = 7.06 % i.e. on
293.05 20.69
293.05 801.69 1094.74
Say 293.00 802.00 1095.00 Cum
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.
a Labour Charges
1/6 mason Gr.I @ 500.00 83.33
1/6 mason Gr.II @ 400.00 66.67
2/3 chawallia @ 300.00 200.00
2 Beldar @ 189 378.00
728.00 0.00
b other charges
Contractor's profit @ 10% on 728.00 72.80
T&P and Labour welfare @ 3% on 728.00 21.84
Income tax 2.06% + Sale tax 3 % + Royalti
1 %+Labour cess 1% I.e = 7.06 % i.e. on
822.64 58.08
822.64 58.08 880.72
Say 823.00 58.00 881.00 Cum
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
i Cost of material
1.10 cum stone @ 780.00 858.00
0.40 cum mortar @ 4363.00 78.80 1666.40
78.80 2524.40
ii water Charges (excluding mortar ) for
washing and wetting etc.
18.90 1.74
iii Labour charges as per item 9 above 823.00 58.00
iv curing charges complete 1/3 Beldar @ 189 63.00 4.35
Income tax 2.06% + Sale tax 3 % + Royalti
1 %+Labour cess 1% I.e = 7.06 % i.e. on
Water charges+curing charges i.e. on
87.99 6.21
983.70 2594.70 3578.40
Say 984.00 2595.00 3579.00 Cum
(b) In cement sand mortar 1:4
i Cost of material
1.10 cum stone @ 780.00 858.00
0.40 cum mortar @ 3569.00 76.40 1351.20
76.40 2209.20
ii water Charges (excluding mortar ) for
washing and wetting etc.
18.90 1.74
iii Labour charges as per item 9 above 823.00 58.00
iv curing charges complete 1/3 Beldar @ 189 63.00 4.35
107
Labour Material Rate
Rate in `S. No. ItemUnit
Basic rate
in `
Income tax 2.06% + Sale tax 3 % + Royalti
1 %+Labour cess 1% I.e = 7.06 % i.e. on
Water charges+curing charges i.e. on
87.99 6.21
981.30 2279.50 3260.80
Say 981.00 2280.00 3261.00 Cum
(c) In cement sand mortar 1:5
i Cost of material
1.10 cum stone @ 780.00 858.00
0.40 cum mortar @ 3112.00 75.20 1169.60
75.20 2027.60
ii water Charges (excluding mortar ) for
washing and wetting etc.
18.90 1.74
iii Labour charges as per item 9 above 823.00 58.00
iv curing charges complete 1/3 Beldar @ 189 63.00 4.35
Income tax 2.06% + Sale tax 3 % + Royalti
1 %+Labour cess 1% I.e = 7.06 % i.e. on
87.99 6.21
980.10 2097.90 3078.00
Say 980.00 2098.00 3078.00 Cum
(d) In cement sand mortar 1:6
i Cost of material
1.10 cum stone @ 780.00 858.00
0.40 cum mortar @ 2786.00 74.40 1040.00
74.40 1898.00
ii water Charges (excluding mortar ) for
washing and wetting etc.
18.90 1.74
iii Labour charges as per item 9 above 823.00 58.00
iv curing charges complete 1/3 Beldar @ 189 63.00 4.35
Income tax 2.06% + Sale tax 3 % + Royalti
1 %+Labour cess 1% I.e = 7.06 % i.e. on
Water charges+curing charges i.e. on
87.99 6.21
979.30 1968.30 2947.60
Say 979.00 1968.00 2947.00 Cum
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.
a Labour Charges
1-1/3 mason Gr.I @ 500.00 666.67
2/3 chawallia @ 300.00 200.00
2¼ Beldar/ cooli @ 189 425.25
1291.92 0.00
b other charges
Contractor's profit @ 10% on 1291.92 129.19
T&P and Labour welfare @ 3% on 1291.92 38.76
Income tax 2.06% + Sale tax 3 % + Royalti
1 %+Labour cess 1% I.e = 7.06 % i.e. on
1459.87 103.07
1459.87 103.07 1562.93
Say 1460.00 103.00 1563.00 Cum
108
Labour Material Rate
Rate in `S. No. ItemUnit
Basic rate
in `
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
i Cost of material
1.20 cum stone for face work @ 1762.00 1938.20
0.35 cum mortar @ 4363.00 68.95 1458.10
68.95 3396.30
ii water Charges (excluding mortar ) for
washing and wetting etc.
18.90 1.74
iii Labour charges as per item 9 above 823.00 58.00
iv curing charges complete 1/3 Beldar @ 189 63.00 4.35
Income tax 2.06% + Sale tax 3 % + Royalti
1 %+Labour cess 1% I.e = 7.06 % i.e. on
Water charges+curing charges i.e. on
87.99 6.21
973.85 3466.60 4440.45
Say 974.00 3467.00 4441.00 Cum
(b) In cement sand mortar 1:4
i Cost of material
1.20 cum stone for face work @ 1762.00 1938.20
0.35 cum mortar @ 3569.00 66.85 1182.30
66.85 3120.50
ii water Charges (excluding mortar ) for
washing and wetting etc.
18.90 1.74
iii Labour charges as per item 9 above 823.00 58.00
iv curing charges complete 1/3 Beldar @ 189 63.00 4.35
Income tax 2.06% + Sale tax 3 % + Royalti
1 %+Labour cess 1% I.e = 7.06 % i.e. on
Water charges+curing charges i.e. on
87.99 6.21
971.75 3190.80 4162.55
Say 972.00 3191.00 4163.00 Cum
(c) In cement sand mortar 1:5
i Cost of material
1.20 cum stone for face work @ 1762.00 1938.20
0.35 cum mortar @ 3112.00 65.80 1023.40
65.80 2961.60
ii water Charges (excluding mortar ) for
washing and wetting etc.
18.90 1.74
iii Labour charges as per item 9 above 823.00 58.00
iv curing charges complete 1/3 Beldar @ 189 63.00 4.35
Income tax 2.06% + Sale tax 3 % + Royalti
1 %+Labour cess 1% I.e = 7.06 % i.e. on
Water charges+curing charges i.e. on
87.99 6.21
970.70 3031.90 4002.60
109
Labour Material Rate
Rate in `S. No. ItemUnit
Basic rate
in `
Say 971.00 3032.00 4003.00 Cum
13 Add extra over item no. 1 to 12 for
(a) Masonry work in superstructure for Dam
and other works.
1/7 Mason Gr I @ 500.00 71.43
1/7 woman cooli @ 189 27.00
98.43 0.00
Provision for scafolding and job facilities 9.84 19.69
other charges
Contractor's profit @ 10% on 108.27 10.83
T&P and Labour welfare @ 3% on 108.27 3.25
Sundaries @1% on 19.69 0.196857
Income tax 2.06% + Sale tax 3% + Royalti 1
%+Labour cess 1% I.e = 7.06 % i.e. on 142.23 10.04
122.35 29.92 152.27
Say 122.00 30.00 152.00 Cum
(b) Thickness of wall upto 30 cm or less 130.00 Cum
(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.
220.00 Cum
(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.
160.00 Cum
14 Labour charges for coursed stone Arch
masonry in cement / lime mortar ( in any
proportion ) excluding cost of construction
material, mortar mixing & curing charges.
i For dressing
2-2/3 Stone dressor @ 400.00 1066.667
ii For placing and laying
1 mason Gr.I @ 500.00 500.00
4 Beldar @ 189.00 756.00
2322.67 0.00
other charges
Contractor's profit @ 10% on 2322.67 232.27
T&P and Labour welfare @ 3% on 2322.67 69.68
Income tax 2.06% + Sale tax 3% + Royalti 1
%+Labour cess 1% I.e = 7.06 % i.e. on
2624.61 185.30
2624.61 185.30 2809.91
Say 2625.00 185.00 2810.00 Cum
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.
(c) In cement sand mortar 1:3
i Cost of material
1.33 cum stone @ 1845.00 2453.85
0.37 cum mortar @ 4363.00 72.89 1541.42
72.89 3995.27
PART B : ARCH MASONARY:
110
Labour Material Rate
Rate in `S. No. ItemUnit
Basic rate
in `
ii water Charges (excluding mortar ) for
washing and wetting etc.
18.90 1.74
iii Labour charges as per item 14 above 2625.00 185.00
iv curing charges complete 1/3 Beldar @ 189.00 63.00 4.35
Income tax 2.06% + Sale tax 3 % + Royalti
1 %+Labour cess 1% I.e = 7.06 % i.e. on
Water charges+curing charges i.e. on
87.99 6.21
2779.79 4186.36 6966.15
Say 2780.00 4186.00 6966.00 Cum
(d) In cement sand mortar 1:4
i Cost of material
1.33 cum stone @ 1845.00 2453.85
0.37 cum mortar @ 3569.00 70.67 1249.86
70.67 3703.71
ii water Charges (excluding mortar ) for
washing and wetting etc.
18.90 1.74
iii Labour charges as per item 14 above 2625.00 185.00
iv curing charges complete 1/3 Beldar @ 189.00 63.00 4.35
Income tax 2.06% + Sale tax 3 % + Royalti
1 %+Labour cess 1% I.e = 7.06 % i.e. on
Water charges+curing charges i.e. on
87.99 6.21
2777.57 3894.80 6672.37
Say 2778.00 3895.00 6673.00 Cum
(e) In cement sand mortar 1:5
i Cost of material
1.33 cum stone @ 1845.00 2453.85
0.37 cum mortar @ 3112.00 69.56 1081.88
69.56 3535.73
ii water Charges (excluding mortar ) for
washing and wetting etc.
18.90 1.74
iii Labour charges as per item 14 above 2625.00 185.00
iv curing charges complete 1/3 Beldar @ 189.00 63.00 4.35
Income tax 2.06% + Sale tax 3 % + Royalti
1 %+Labour cess 1% I.e = 7.06 % i.e. on
Water charges+curing charges i.e. on
87.99 6.21
2776.46 3726.82 6503.28
Say 2776.00 3727.00 6503.00 Cum
(f) In cement sand mortar 1:6
i Cost of material
1.33 cum stone @ 1845.00 2453.85
0.37 cum mortar @ 2786.00 68.82 962.00
68.82 3415.85
ii water Charges (excluding mortar ) for
washing and wetting etc.
18.90 1.74
iii Labour charges as per item 14 above 2625.00 185.00
iv curing charges complete 1/3 Beldar @ 189.00 63.00 4.35
Income tax 2.06% + Sale tax 3 % + Royalti
1 %+Labour cess 1% I.e = 7.06 % i.e. on
Water charges+curing charges i.e. on
87.99 6.21
2775.72 3606.94 6382.66
Say 2776.00 3607.00 6383.00 Cum
PART C : BRICK MASONRY:
111
Labour Material Rate
Rate in `S. No. ItemUnit
Basic rate
in `
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.
2/3 mason Gr.I @ 500.00 333.33
6/5 Beldar @ 189 226.80
560.13 0.00
other charges
Contractor's profit @ 10% on 560.13 56.01
T&P and Labour welfare @ 3% on 560.13 11.20
Income tax 2.06% + Sale tax 3 % + Royalti
1 %+Labour cess 1% I.e = 7.06 % i.e. on
627.35 44.29
627.35 44.29 671.64
Say 627.00 44.00 671.00 Cum
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.
(c) In cement sand mortar 1:3
i Cost of material
580 bricks{ 21*9.5*6.5 cm} @ Per 1000
no
4200.00 2436.00
0.25 cum mortar @ 4363.00 49.25 1041.50
49.25 3477.50
ii water Charges (excluding mortar ) for
washing and wetting etc.
18.90 1.74
iii Labour charges as per item 14 above 627.00 44.00
iv curing charges complete 1/3 Beldar @ 189 63.00 4.35
Income tax 2.06% + Sale tax 3 % + Royalti
1 %+Labour cess 1% I.e = 7.06 % i.e. on
2523.99 178.19
758.15 3705.78 4463.93
Say 758.00 3706.00 4464.00 Cum
(d) In cement sand mortar 1:4
i Cost of material
580 bricks{ 21*9.5*6.5 cm} @ Per 1000
no
4200.00 2436.00
0.25 cum mortar @ 3569.00 47.75 844.50
47.75 3280.50
ii water Charges (excluding mortar ) for
washing and wetting etc.
18.90 1.74
iii Labour charges as per item 14 above 627.00 44.00
iv curing charges complete 1/3 Beldar @ 189 63.00 4.35
Income tax 2.06% + Sale tax 3 % + Royalti
1 %+Labour cess 1% I.e = 7.06 % i.e. on
2523.99 178.19
756.65 3508.78 4265.43
Say 757.00 3509.00 4266.00 Cum
(e) In cement sand mortar 1:5
i Cost of material
112
Labour Material Rate
Rate in `S. No. ItemUnit
Basic rate
in `
580 bricks{ 21*9.5*6.5 cm} @ Per 1000
no
4200.00 2436.00
0.25 cum mortar @ 3112.00 47.00 731.00
47.00 3167.00
ii water Charges (excluding mortar ) for
washing and wetting etc.
18.90 1.74
iii Labour charges as per item 14 above 627.00 44.00
iv curing charges complete 1/3 Beldar @ 189 63.00 4.35
Income tax 2.06% + Sale tax 3 % + Royalti
1 %+Labour cess 1% I.e = 7.06 % i.e. on
2523.99 178.19
755.90 3395.28 4151.18
Say 756.00 3395.00 4151.00 Cum
(f) In cement sand mortar 1:6
i Cost of material
580 bricks{ 21*9.5*6.5 cm} @ Per 1000
no
4200.00 2436.00
0.25 cum mortar @ 2786.00 46.50 650.00
46.50 3086.00
ii water Charges (excluding mortar ) for
washing and wetting etc.
18.90 1.74
iii Labour charges as per item 14 above 627.00 44.00
iv curing charges complete 1/3 Beldar @ 189 63.00 4.35
Income tax 2.06% + Sale tax 3 % + Royalti
1 %+Labour cess 1% I.e = 7.06 % i.e. on
2523.99 178.19
755.40 3314.28 4069.68
Say 755.00 3314.00 4069.00 Cum
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.
For 10 Sqm
3/4 mason Gr.I @ 500.00 375.00
½ mason Gr.II @ 400.00 200.00
4 Beldar @ 189 756.00
1331.00 0.00
other charges
Contractor's profit @ 10% on 1331.00 133.10
T&P and Labour welfare @ 3% on 1331.00 39.93
Income tax 2.06% + Sale tax 3 % + Royalti
1 %+Labour cess 1% I.e = 7.06 % i.e. on
1504.03 106.18
1504.03 106.18 1610.21
Say 1504.00 106.00 1610.00 10 Sqm
or 150.00 11.00 161.00 Sqm
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
i Cost of material
113
Labour Material Rate
Rate in `S. No. ItemUnit
Basic rate
in `
Material required for 10 sqm 600 nos
bricks{ 21*9.5*6.5 cm} @ Per 1000 no
4200.00 2520.00
0.19 cum mortar @ 4363.00 37.43 791.54
37.43 3311.54
ii water Charges (excluding mortar ) for
washing and wetting etc.
18.90 1.74
iii Labour charges as per item 18 above 1504.00 106.00
iv curing charges complete 1/3 Beldar @ 189 63.00 4.35
Income tax 2.06% + Sale tax 3 % + Royalti
1 %+Labour cess 1% I.e = 7.06 % i.e. on
2607.99 184.12
1623.33 3607.75 5231.08
Say 1623.00 3608.00 5231.00 10 Sqm
or 162.00 361.00 523.00 Sqm
(b) In cement sand mortar 1:4
i Cost of material
Material required for 10 sqm 600 nos
bricks{ 21*9.5*6.5 cm} @ Per 1000 no
4200.00 2520.00
0.19 cum mortar @ 3569.00 36.29 641.82
36.29 3161.82
ii water Charges (excluding mortar ) for
washing and wetting etc.
18.90 1.74
iii Labour charges as per item 18 above 1504.00 106.00
iv curing charges complete 1/3 Beldar @ 189 63.00 4.35
Income tax 2.06% + Sale tax 3 % + Royalti
1 %+Labour cess 1% I.e = 7.06 % i.e. on
2607.99 184.12
1622.19 3458.03 5080.22
Say 1622.19 3458.03 5080.22 10 Sqm
or 162.00 346.00 508.00 Sqm
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
i Cost of material
Material required for 10 sqm 400nos
bricks{ 21*9.5*6.5 cm} @ Per 1000 no
4200.00 1680.00
0.19 cum mortar @ 4363.00 37.43 791.54
37.43 2471.54
ii water Charges (excluding mortar ) for
washing and wetting etc.
18.90 1.74
iii Labour charges as per item 18 above 1504.00 106.00
iv curing charges complete 1/3 Beldar @ 189 63.00 4.35
Income tax 2.06% + Sale tax 3 % + Royalti
1 %+Labour cess 1% I.e = 7.06 % i.e. on
1767.99 124.82
1623.33 2708.45 4331.78
Say 1623.33 2708.45 4331.78 10 Sqm
or 162.00 271.00 433.00 Sqm
114
Labour Material Rate
Rate in `S. No. ItemUnit
Basic rate
in `
(b) In cement sand mortar 1:4
i Cost of material
Material required for 10 sqm 400 nos
bricks{ 21*9.5*6.5 cm} @ Per 1000 no
4200.00 1680.00
0.19 cum mortar @ 3569.00 36.29 641.82
36.29 2321.82
ii water Charges (excluding mortar ) for
washing and wetting etc.
18.90 1.74
iii Labour charges as per item 18 above 1504.00 106.00
iv curing charges complete 1/3 Beldar @ 189 63.00 4.35
Income tax 2.06% + Sale tax 3 % + Royalti
1 %+Labour cess 1% I.e = 7.06 % i.e. on
1767.99 124.82
1622.19 2558.73 4180.92
Say 1622.19 2558.73 4180.92 10 Sqm
or 162.00 256.00 418.00 Sqm
21 Add extra for superstructure brick masonry
on item no 16 & 17
As per item 13 A above 122.00 30.00 152.00 Cum
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 ( 4800 - 4200 )*580/1000
348.0 Cum
(b) Over Item No. 19 ( 4800 - 4200 )*600/10000
36.0 Sqm
( c ) Over Item No. 20 ( 4800 - 4200 )*400/10000
24.0 Sqm
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 ( 4200 - 3800 )*580/1000
232.0 Cum
(b) Over Item No. 19 ( 4200 - 3800 )*600/10000
24.0 Cum
( c ) Over Item No. 20 ( 4200 - 3800 )*400/10000
16.0 Cum
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
160.00 Cum
115
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 264.00
(b) 20 mm Sqm 222.00
(c) 12mm Sqm 162.00
(d) 6 mm Sqm 95.00
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 248.00
(b) 20 mm Sqm 214.00
(c) 12mm Sqm 148.00
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 235.00
(b) 20 mm Sqm 204.00
(c) 12mm Sqm 141.00
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 225.00
(b) 20 mm Sqm 196.00
(c) 12mm Sqm 148.00
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 42.00
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 107.00
(b) In Cement sand mortar 1:4 Sqm 104.00
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 163.00
(b) Cement sand mortar 1:4 Sqm 159.00
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
1
2
3
4
Labour Material Rate
PART : 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
i Cost of material
0.03 cum mortar @ 4363.00 5.91 124.98
ii Labour charges
0.10 mason Gr.I @ 500.00 50.00
0.11 Beldar @ 189 20.79
0.12 coolie @ 189 22.68
93.47 0.00
iii water Charges (excluding mortar ) for
washing and wetting etc.
0.93 0.47
iv Scaffolding 3.00
v curing charges complete 7.56 4.06
vi Other charges
Contractor's profit @ 10% on 104.96 10.50
T&P and Labour welfare @ 3% on 104.96 3.15
Sundaries @1% on 7.53 0.08
Income tax 2.06% + Sale tax 3% + Royalti
1% + Labour Cess 1% I.e = 7.06 % i.e. on
130.66 9.22
124.52 138.81 263.33
Say 125.00 139.00 264.00 Sqm
(b) 20 mm
i Cost of material
0.0224 cum mortar @ 4363.00 4.41 93.32
4.41 93.32
ii water Charges (excluding mortar ) for
washing and wetting etc.
0.87 0.44
iii Labour charges
0.094 mason Gr.I @ 500.00 47.00
0.102 Beldar @ 189 19.28
0.11coolie @ 189 20.79
87.07 0.00
Scaffolding 3.00
S. No. Item
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.
The rates in this chapter are inclusive of de-watering wherever required.
Rate in RsUnit
CHAPTER - IX
PLASTERING AND POINTINGNOTES
The rates are for complete work including racking of joints, curing, grinding, mixing by
mechanical mixer, finishing, T&P, scaffolding and cost of material.
Basic
rate in Rs
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.
125
Labour Material Rate S. No. Item
Rate in RsUnit
Basic
rate in Rs
curing charges complete 7.56 4.06
iv Other charges
Contractor's profit @ 10% on 98.50 9.85
T&P and Labour welfare @ 3% on 98.50 2.95
Sundaries @1% on 4.50 0.044953
Income tax 2.06% + Sale tax 3% + Royalti
1% + Labour Cess 1% I.e = 7.06 % i.e. on
115.84 8.18
115.72 106.04 221.75
Say 116.00 106.00 222.00 Sqm
(c) 12mm
i Cost of material
0.015 cum mortar @ 4363.00 2.96 62.49
2.96 62.49
ii water Charges (excluding mortar ) for
washing and wetting etc.
0.65 0.33
iii Labour charges
0.067 mason Gr.I @ 500.00 33.50
0.075 Beldar @ 189 14.18
0.092 coolie @ 189 17.39
65.06 0.00
Scaffolding 3.00
curing charges complete 7.56 4.06
iv Other charges
Contractor's profit @ 10% on 76.27 7.63
T&P and Labour welfare @ 3% on 76.27 2.29
Sundaries @1% on 4.39 0.043853
Income tax 2.06% + Sale tax 3% + Royalti
1% + Labour Cess 1% I.e = 7.06 % i.e. on
90.62 6.40
89.14 73.32 162.46
Say 89.00 73.00 162.00 Sqm
(d) 6 mm
i Cost of material
0.0075 cum mortar @ 4363.00 1.48 31.25
1.48 31.25
ii water Charges (excluding mortar ) for
washing and wetting etc.
0.36 0.18
iii Labour charges
0.04 mason Gr.I @ 500.00 20.00
0.04 Beldar @ 189 7.56
0.045 coolie @ 189 8.51
36.07 0.00
Scaffolding 3.00
curing charges complete 7.56 4.06
iv Other charges
Contractor's profit @ 10% on 46.99 4.70
T&P and Labour welfare @ 3% on 46.99 1.41
Sundaries @1% on 4.24 0.042403
Income tax 2.06% + Sale tax 3% + Royalti
1% + Labour Cess 1% I.e = 7.06 % i.e. on
57.38 4.05
126
Labour Material Rate S. No. Item
Rate in RsUnit
Basic
rate in Rs
54.57 39.58 94.15
Say 55.00 40.00 95.00 Sqm
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
i Cost of material
0.03 cum mortar @ 3569.00 5.73 101.34
sandla 9.00
5.73 110.34
ii water Charges (excluding mortar ) for
washing and wetting etc.
0.93 0.47
iii Labour charges
0.10 mason Gr.I @ 500.00 50.00
0.11 Beldar @ 189 20.79
0.12 coolie @ 189 22.68
93.47 0.00
Scaffolding 3.00
curing charges complete 7.56 4.06
iv Other charges
Contractor's profit @ 10% on 104.96 10.50
T&P and Labour welfare @ 3% on 104.96 3.15
Sundaries @1% on 4.53 0.045274
Income tax 2.06% + Sale tax 3% + Royalti
1% + Labour Cess 1% I.e = 7.06 % i.e. on
132.18 9.33
124.34 124.24 248.58
Say 124.00 124.00 248.00 Sqm
(b) 20 mm
i Cost of material
0.0224 cum mortar @ 3569.00 4.28 75.67
sandla 9.00
4.28 84.67
ii water Charges (excluding mortar ) for
washing and wetting etc.
0.87 0.44
iii Labour charges
0.094 mason Gr.I @ 500.00 47.00
0.102 Beldar @ 189 19.28
0.11coolie @ 189 20.79
87.07 0.00
Scaffolding 3.00
curing charges complete 7.56 4.06
iv Other charges
Contractor's profit @ 10% on Rs. 98.50 9.85
T&P and Labour welfare @ 3% on Rs. 98.50 2.95
Sundaries @1% on Rs. 4.50 0.044953
Income tax 2.06% + Sale tax 3% + Royalti
1% + Labour Cess 1% I.e = 7.06 % i.e. on
124.84 8.81
115.58 98.02 213.60
Say 116.00 98.00 214.00 Sqm127
Labour Material Rate S. No. Item
Rate in RsUnit
Basic
rate in Rs
(c) 12mm
i Cost of material
0.015 cum mortar @ 3569.00 2.87 50.67
sandla 9.00
2.87 59.67
ii water Charges (excluding mortar ) for
washing and wetting etc.
0.55 0.28
iii Labour charges
0.067 mason Gr.I @ 500.00 23.45
0.075 Beldar @ 189 14.18
0.092 coolie @ 189 17.39
55.01 0.00
Scaffolding 3.00
curing charges complete 7.56 4.06
iv Other charges
Contractor's profit @ 10% on 66.12 6.61
T&P and Labour welfare @ 3% on 66.12 1.98
Sundaries @1% on 4.34 0.043351
Income tax 2.06% + Sale tax 3% + Royalti
1% + Labour Cess 1% I.e = 7.06 % i.e. on
88.10 6.22
77.58 70.27 147.85
Say 78.00 70.00 148.00 Sqm
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
i Cost of material
0.03 cum mortar @ 3112.00 5.64 87.72
sandla 9.00
5.64 96.72
ii water Charges (excluding mortar ) for
washing and wetting etc.
0.93 0.47
iii Labour charges
0.10 mason Gr.I @ 500.00 50.00
0.11 Beldar @ 189 20.79
0.12 coolie @ 189 22.68
93.47 0.00
Scaffolding 3.00
curing charges complete 7.56 4.06
iv Other charges
Contractor's profit @ 10% on 104.96 10.50
T&P and Labour welfare @ 3% on 104.96 3.15
Sundaries @1% on 4.53 0.045274
Income tax 2.06% + Sale tax 3% + Royalti
1% + Labour Cess 1% I.e = 7.06 % i.e. on
132.18 9.33
124.25 110.62 234.87
Say 124.00 111.00 235.00 Sqm
(b) 20 mm
i Cost of material128
Labour Material Rate S. No. Item
Rate in RsUnit
Basic
rate in Rs
0.0224 cum mortar @ 3112.00 4.21 65.50
sandla 9.00
4.21 74.50
ii water Charges (excluding mortar ) for
washing and wetting etc.
0.87 0.44
iii Labour charges
0.094 mason Gr.I @ 500.00 47.00
0.102 Beldar @ 189 19.28
0.11coolie @ 189 20.79
87.07 0.00
Scaffolding 3.00
curing charges complete 7.56 4.06
iv Other charges
Contractor's profit @ 10% on. 98.50 9.85
T&P and Labour welfare @ 3% on 98.50 2.95
Sundaries @1% on 4.50 0.044953
Income tax 2.06% + Sale tax 3% + Royalti
1% + Labour Cess 1% I.e = 7.06 % i.e. on
124.84 8.81
115.51 87.85 203.37
Say 116.00 88.00 204.00 Sqm
(c) 12mm
i Cost of material
0.015 cum mortar @ 3112.00 2.82 43.86
sandla 9.00
2.82 52.86
ii water Charges (excluding mortar ) for
washing and wetting etc.
0.55 0.28
iii Labour charges
0.067 mason Gr.I @ 500.00 23.45
0.075 Beldar @ 189 14.18
0.092 coolie @ 189 17.39
55.01 0.00
Scaffoldind 3.00
curing charges complete 7.56 4.06
iv Other charges
Contractor's profit @ 10% on 66.12 6.61
T&P and Labour welfare @ 3% on 66.12 1.98
Sundaries @1% on 4.34 0.043351
Income tax 2.06% + Sale tax 3% + Royalti
1% + Labour Cess 1% I.e = 7.06 % i.e. on
88.10 6.22
77.54 63.46 141.00
Say 78.00 63.00 141.00 Sqm
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
i Cost of material
0.03 cum mortar @ 2786.00 5.58 78.00
sandla 9.00129
Labour Material Rate S. No. Item
Rate in RsUnit
Basic
rate in Rs
5.58 87.00
ii water Charges (excluding mortar ) for
washing and wetting etc.
0.93 0.47
iii Labour charges
0.10 mason Gr.I @ 500.00 50.00
0.11 Beldar @ 189 20.79
0.12 coolie @ 189 22.68
93.47 0.00
Scaffolding 3.00
curing charges complete 7.56 4.06
iv Other charges
Contractor's profit @ 10% on 104.96 10.50
T&P and Labour welfare @ 3% on 104.96 3.15
Sundaries @1% on 4.53 0.045274
Income tax 2.06% + Sale tax 3% + Royalti
1% + Labour Cess 1% I.e = 7.06 % i.e. on
132.18 9.33
124.19 100.90 225.09
Say 124.00 101.00 225.00 Sqm
(b) 20 mm
i Cost of material
0.0224 cum mortar @ 2786.00 4.17 58.24
sandla 9.00
4.17 67.24
ii water Charges (excluding mortar ) for
washing and wetting etc.
0.87 0.44
iii Labour charges
0.094 mason Gr.I @ 500.00 47.00
0.102 Beldar @ 189 19.28
0.11coolie @ 189 20.79
87.07 0.00
Scaffolding 3.00
curing charges complete 7.56 4.06
iv Other charges
Contractor's profit @ 10% on 98.50 9.85
T&P and Labour welfare @ 3% on 98.50 2.95
Sundaries @1% on 4.50 0.044953
Income tax 2.06% + Sale tax 3% + Royalti
1% + Labour Cess 1% I.e = 7.06 % i.e. on
124.84 8.81
115.47 80.59 196.06
Say 115.00 81.00 196.00 Sqm
(c) 12mm
i Cost of material
0.015 cum mortar @ 2786.00 2.79 39.00
sandla 9.00
2.79 48.00
ii water Charges (excluding mortar ) for
washing and wetting etc.
0.65 0.33
iii Labour charges
0.067 mason Gr.I @ 500.00 33.50
0.075 Beldar @ 189 14.18
130
Labour Material Rate S. No. Item
Rate in RsUnit
Basic
rate in Rs
0.092 coolie @ 189 17.39
65.06 0.00
Scaffolding 3.00
curing charges complete 7.56 4.06
iv Other charges
Contractor's profit @ 10% on 76.27 7.63
T&P and Labour welfare @ 3% on 76.27 2.29
Sundaries @1% on 4.39 0.043853
Income tax 2.06% + Sale tax 3% + Royalti
1% + Labour Cess 1% I.e = 7.06 % i.e. on
99.62 7.03
88.98 59.46 148.44
Say 89.00 59.00 148.00 Sqm
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.
10% of
item
rate
Sqm
6 Finishing with neat cement (punning)
including cost of cement and all leads of all
construction materials.
27.00 Sqm
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
9 Making grooves as per design in plaster 10
mm to 20 mm wide.
6.30 Mtr.
10 Making lining out on plaster to imitate stone
or concrete blocks walling.
42.00 Sqm
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
( c) PART C : 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)
i Cost of material
0.004 cum mortar @ 4363.00 0.79 16.66
ii water Charges (excluding mortar ) for
washing and wetting etc.
0.30 0.15
iii Labour charges
1/10 mason Gr.I @ 500.00 50.00
In Cement sand mortar 1:3
131
Labour Material Rate S. No. Item
Rate in RsUnit
Basic
rate in Rs
1/20 coolie @ 189 9.45
59.45 0.00
Scaffolding 3.00
curing charges complete 7.56 4.06
iv Other charges
Contractor's profit @ 10% on 70.31 7.03
T&P and Labour welfare @ 3% on 70.31 2.11
Sundaries @1% on 4.21 0.042086
Income tax 2.06% + Sale tax 3% + Royalti
1% + Labour Cess 1% I.e = 7.06 % i.e. on
83.70 5.91
80.24 26.82 107.06
Say 80.00 27.00 107.00 Sqm
(b)
i Cost of material
0.004 cum mortar @ 3569.00 0.76 13.51
ii water Charges (excluding mortar ) for
washing and wetting etc.
0.30 0.15
iii Labour charges
1/10 mason Gr.I @ 500.00 50.00
1/20 coolie @ 189 9.45
59.45 0.00
Scaffolding 3.00
curing charges complete 7.56 4.06
iv Other charges
Contractor's profit @ 10% on 70.31 7.03
T&P and Labour welfare @ 3% on 70.31 2.11
Sundaries @1% on Rs. 4.21 0.042086
Income tax 2.06% + Sale tax 3% + Royalti
1% + Labour Cess 1% I.e = 7.06 % i.e. on
83.70 5.91
80.21 23.67 103.88
Say 80.00 24.00 104.00 Sqm
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)
i Cost of material
0.006 cum mortar @ 4363.00 1.18 25.00
ii water Charges (excluding mortar ) for
washing and wetting etc.
0.49 0.25
iii Labour charges
1/7 mason Gr.I @ 500.00 71.43
1/7 coolie @ 189 27.00
98.43 0.00
Scaffolding 3.00
curing charges complete 7.56 4.06
iv Other charges
Contractor's profit @ 10% on 109.48 10.95
T&P and Labour welfare @ 3% on 109.48 3.28
Sundaries @1% on 4.31 0.043061
In Cement sand mortar 1:4
Cement sand mortar 1:3
132
Labour Material Rate S. No. Item
Rate in RsUnit
Basic
rate in Rs
Income tax 2.06% + Sale tax 3% + Royalti
1% + Labour Cess 1% I.e = 7.06 % i.e. on
128.06 9.04
124.90 38.39 163.28
Say 125.00 38.00 163.00 Sqm
(b)
i Cost of material
0.006 cum mortar @ 3569.00 1.15 20.27
ii water Charges (excluding mortar ) for
washing and wetting etc.
0.49 0.25
iii Labour charges
1/7 mason Gr.I @ 500.00 71.43
1/7 coolie @ 189 27.00
98.43 0.00
Scaffoldind 3.00
curing charges complete 7.56 4.06
iv Other charges
Contractor's profit @ 10% on 109.48 10.95
T&P and Labour welfare @ 3% on 109.48 3.28
Sundaries @1% on 4.31 0.043061
Income tax 2.06% + Sale tax 3% + Royalti
1% + Labour Cess 1% I.e = 7.06 % i.e. on
128.06 9.04
124.86 33.66 158.52
Say 125.00 34.00 159.00 Sqm
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
Cement sand mortar 1:4
133
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
NOTES
1
2
3
4
5
6
7
8
9
10
Item UnitRate
(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
The shuttering shall be removed after required time as per instructions of Engineer- In-
charge and IS: 456
CHAPTER -X
CENTERING, SHUTTERING AND R.C.C.
The following rates are inclusive of all taxes, levies,turn over tax, income tax, service
trax, sales tax, octroi, panchayat tax. 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.
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.
The rates in this chapter are inclusive of de-watering wherever required.
S.No.
The rates are inclusive of providing plastic or cement mortar cover blocks for
reinforcement and placing thereof at appropriate places properly.
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
141
Item UnitRate
(in Rs)S.No.
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
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
142
Item UnitRate
(in Rs)S.No.
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
143
(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 181.00
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 634.00
b From 5 to 10 m depth Meter 1031.00
c From 10 to 15 m depth Meter 1294.00
d From 15 to 20 m depth Meter 2386.00
e From 20 to 25 m depth Meter 2724.00
f Beyond 25 m depth Meter 3371.00
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 2783.00
e From 20 to 25 m depth Meter 2967.00
f Beyond 25 m depth Meter 3623.00
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 1362.00
f Beyond 25 m depth Meter 1531.00
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 846.00
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
422.00
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
892.00
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. 7386.00
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 867.00
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
NOTE:-
{1}
{2}
{3}
1 (a) Drilling holes of 35 mm diameter for anchor
rods.
i) Upto 1.50 m. depth
Drilling charges rate as per chapter V item
2D (A)
104.00
ii) Beyond 1.5 m. for each subsequent metre 146.00
(b) Labour charges for Fixing of anchor bars in
neat cement grout including cost of cement
and curing etc. complete
i Cost of Cement required for filling holes 2
kg/ hole including wastage etc.
280.00 11.20
ii Labour charges for fixing 10 nos anchor bars,
split wedges and pouring cement slurry etc.
complete
1 no Black smith Gr. II @ 400.00 400.00
2 no Helpers @ 300.00 600.00
1 no Mason Gr. II@ 400.00 400.00
1400.00
Contractor's profit @ 10% on 1400.00 140.00
T&P and Labour welfare @ 3% on 1400.00 42.00
1582.00
Rate per anchor bar 1582.00 /10 158.20
158.20 11.20
Income tax 2.06% + Sale tax 3% + Royalti
1% +Labour cess1% I.e = 7.06 % i.e. on
169.40 11.96
158.20 23.16
158.20 23.16
Say
Rs.
158.00 23.00 181.00
S.No. Rate in Rs
PART A : FOUNDATION TREATMENT
ItemBasic rate
in Rs
CHAPTER - XI
FOUNDATION AND SURFACE TREATMENT
Note- These rates for complete job and also includes maintaining and
furnishing of all data, test result and consumption statement in
prescribed formats.
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, turn over tax, service
tax, sales tax, octroi, panchayat tax, Contractor's profict and royalty etc.
The rates in this chapter are inclusive of de-watering whichever required.
144
S.No. Rate in RsItemBasic rate
in RsC Supply of Tor steel anchor bars of required
diameter, length and shape at site of work
complete.
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 Upto 5 m. depth
I Labour charges per shift/machine
1 no Driller @ 260.00 260.00
½ no Time keeper @ 250.00 125.00
¼ Fitter @ 350.00 87.50
¼ no Store Munshi @ 250.00 62.50
2 no Helper @ 300.00 600.00
1135.00
Contractor's profit @ 10% on 1135.00 113.50
Sundaries @ 1% on 1135.00 11.35
T&P and Labour welfare @ 3% on 1135.00 34.05
Total 1293.90 1293.90
II Compressor charges per Shift for one
machine
one compressor disel drivan of 300 cfm
capacity will run two machine. The working
hours of compressor are 7 hrs. hire charges of
compressor / shift charges for 7 hours run @
1000.00 1000.00
Disel required for 7 hrs @ 7.50 lit / hr =
52.50 lir @ 59.00 3097.50
4097.50
Charges for one machine per shift 4097.50 /2 2048.75
III Drilling Machine Charges
(including cost of air hose spare parts and
repairs etc.)
i Charges of drilling machine per hr @ 350.00 35.00
ii Cost of material required for drilling
machine
a Cost of air hose double braided 100 meters@
110.00 11000.00
b Claw coupling 16 nos @ 45.00 720.00
c Hose clamps, binding wire etc. 4 nos 45.00 180.00
d Valve 650.00 650.00
12550.00
As per field experience, only 800 meters
drilling can be done with the above materials
therefore rate per meter of drilling 12550.00 /800 15.69
The progress of drilling per machine /shift 10.00
Hence rate per working hour will be 15.69 x10 22.41
Therefore rate per hour of drilling machine
charges 57.41
7.00
145
S.No. Rate in RsItemBasic rate
in RsHire charges for one shift 7 x 57.41 401.88
IV Water Pump Charges
Including POL's and Operational charges
i Hire charges of 15 HP pump High head 330.00 330.00
POL 1.20 lit per Hr for 7hr = 8.40 lit 8.40 59.00 495.60
825.60
Hire charges For 1 hr 117.94
ii Cost of materials
a Cost of Suction pipe 3" dia 5m 260.00 1300.00
b Cost of Foot valve 3" 500.00 500.00
c Cost of GI valve 3" 550.00 550.00
2350.00
Concidering life of suction pipe, GI valve,
Foot Valve etc as 1000 hrs
Hence cost material per working hour 2350.00
1000.00 2.35
iii
550.00
55000.00 x0.02 1100.00
Hence charges per working hour1100.00
25x7
Hence total rate /hour of water pump i+ii+iii
126.58
Hire charges for one shift 126.58 7.00 886.05
one 15 HP pump can run two machines
therefore charges for one machime
443.03
The progress of drilling per machine /shift 15.00
V MATERIAL CHARGES FOR 5 M DEPTH
OF HOLES:
(As per hand book of Sundrile drilesteel)
1 Extention Rod 1¼" hex 800 mm 0.016 no @
3500.00 56.00
2 Extention Rod 1¼" hex 1600 mm 0.016 no
@ 7200.00 115.20
3 Extention Rod 1¼" hex 2400 mm 0.016 no
@ 10800.00 172.80
4 Extention Rod 1¼" hex 3200 mm 0.02 no @
17500.00 350.00
5 Coupling sleeves1¼" 0.03 Nos @
2500.00 75.00
6 Shank Rod 0.05 No @ 3800.00 190.00
7 Bit 48 mm dia 0.08 No 5500.00 440.00
8 Water Body 0.001 @ 1500.00 1.50
9 Water body washer 0.33 no @ 30.00 9.90
10 Lubricating oil 0.50 lit @ 150.00 75.00
11 Grinding wheel 0.05 No @ 1600.00 80.00
1565.40
Therefor cost of 15 m drilling 1565.40 x15 4696.20
Hence Total of I+II+III+IV+V 8883.75
Rate of drilling 8883.75
15.00592.25
6.29
5
Cost of GI pipe etc 3" dia pipes 100 meters
@ considering charges of pipe as 2% per
month i.e.
146
S.No. Rate in RsItemBasic rate
in RsIncome tax 2.06% + Sale tax 3% + Royalti
1% +Labour cess1% I.e = 7.06 % i.e. on
592.25 41.81
634.06 634.00
B From 5 to 10 m depth
I Labour charges for 1 shift/machine
As per Item 2(a) I above 1293.90
II Compressor charges per shift for one
machine
As per Item 2(a) II above 2048.75
III Drilling Machine charges
As per Item 2(a) III above 401.88
IV Water pump charges
As per Item 2(a) III above 443.03
The progress of drilling per machine /shift 12.00
V MATERIAL CHARGESFOR 5 M DEPTH
OF HOLES:
(As per hand book of Sundrile drilesteel)
Rate as per ledger (0to 10 m)
1 Extention Rod 1¼" hex 800 mm 0.025 no @
3500.00 87.50
2 Extention Rod 1¼" hex 1600 mm 0.025 no
@ 7200.00 180.00
3 Extention Rod 1¼" hex 2400 mm 0.025 no
@ 10800.00 270.00
4 Extention Rod 1¼" hex 3200 mm 0.125 no
@ 17500.00 2187.50
5 Coupling sleeves1¼" 0.20 Nos @ 2500.00 500.00
6 Shank Rod 0.05 No @ 3800.00 190.00
7 Bit adopter 0.12 No 1400.00 168.00
8 Bit 48 mm dia0.15 No 5500.00 825.00
9 Water Body 0.02 @ 1500.00 30.00
10 Water body washer 1.20 no @ 30.00 36.00
11 Grinding wheel 0.10 No @ 1600.00 160.00
4634.00
Deduct as per item No 2 (a) for the cost of 5
m drillimg -1565.40
3068.60
Therefor cost of 12 m drilling 3068.60 x 12.00 7364.64
Hence Total of I+II+III+IV+V 11552.19
Rate of drilling 11552.19
12.00
Income tax 2.06% + Sale tax 3% + Royalti
1% +Labour cess1% I.e = 7.06 % i.e. on
962.68 67.97
1030.65 1031.00
C From 10 to 15 m depth
I Labour charges for 1 shift/machine
As per Item 2(a) I above 1293.90
II Compressor charges per shift for one
machine
As per Item 2(a) II above 2048.75
III Drilling Machine charges
As per Item 2(a) III above 401.88
962.68
5
147
S.No. Rate in RsItemBasic rate
in RsIV Water pump charges
As per Item 2(a) III above 443.03
The progress of drilling per machine /shift 10.00
V MATERIAL CHARGESFOR 5 M DEPTH
OF HOLES:
(As per hand book of Sundrile drilesteel)
1 Extention Rod 1¼" hex 800 mm 0.04 no @
3500.00 140.00
2 Extention Rod 1¼" hex 1600 mm 0.04 no @
7200.00 288.00
3 Extention Rod 1¼" hex 2400 mm 0.04 no @
10800.00 432.00
4 Extention Rod 1¼" hex 3200 mm 0.30 no @
17500.00 5250.00
5 Shank adopter 0.17 no @ 1400.00 238.00
6 Bit adopter 0.20 No 1400.00 280.00
7 T.C.T. Cross bit 0.17 no @ 5500.00 935.00
8 Coupling sleeves1¼" 0.20 Nos @ 2500.00 500.00
9 Water Body 0.04 @ 1500.00 60.00
10 Water body washer 1.25 no @ 30.00 37.50
11 Grinding wheel 0.17 No @ 1600.00 272.00
12 Lubricating oil 1.0 lit @ 150.00 150.00
8582.50
Deduct as per item No 2 (b) for the cost of 5
m drillimg -4634.00
3948.50
Therefor cost of 12 m drilling 3948.50 x 10.00 7897.00
Hence Total of I+II+III+IV+V 12084.55
Rate of drilling 12084.55
10.00
Income tax 2.06% + Sale tax 3% + Royalti
1% +Labour cess1% I.e = 7.06 % i.e. on
1208.46 85.32
1293.77 1294.00
D From 15 to 20 m depth
I Labour charges for 1 shift/machine
As per Item 2(a) I above 1293.90
II Compressor charges per shift for one
machine
As per Item 2(a) II above 2048.75
III Drilling Machine charges
As per Item 2(a) III above 401.88
IV Water pump charges
As per Item 2(a) III above 443.03
The progress of drilling per machine /shift 9.00
V MATERIAL CHARGESFOR 5 M DEPTH
OF HOLES:
(As per hand book of Sundrile drilesteel)
1 Extention Rod 1¼" hex 800 mm 0.062 no @
3500.00 217.00
2 Extention Rod 1¼" hex 1600 mm 0.053 no
@ 7200.00 381.60
1208.46
5
148
S.No. Rate in RsItemBasic rate
in Rs3 Extention Rod 1¼" hex 2400 mm 0.053 no
@ 10800.00 572.40
4 Extention Rod 1¼" hex 3200 mm 0.64 no @
17500.00 11200.00
5 Shank adopter 0.067 no @ 1400.00 93.80
6 Bit adopter 0.26 No 1400.00 364.00
7 T.C.T. Cross bit 0.24 no @ 5500.00 1320.00
8 Coupling sleeves1¼" 0.97 Nos @ 2500.00 2425.00
9 Water Body 0.04 @ 1500.00 60.00
10 Water body washer 2 no @ 30.00 60.00
11 Grinding wheel 0.30 No @ 1600.00 480.00
12 Lubricating oil 1.50 lit @ 150.00 225.00
17398.80
Deduct as per item No 2 (c) for the cost of 5
m drillimg -8582.50
8816.30
Therefor cost of 12 m drilling 8816.30 x 9.00 15869.34
Hence Total of I+II+III+IV+V 20056.89
Rate of drilling 20056.89
9.00
Income tax 2.06% + Sale tax 3% + Royalti
1% +Labour cess1% I.e = 7.06 % i.e. on
2228.54 157.34
2385.88 2386.00
E From 20 to 25 m depth
I Labour charges for 1 shift/machine
As per Item 2(a) I above 1293.90
II Compressor charges per shift for one
machine
As per Item 2(a) II above 2048.75
III Drilling Machine charges
As per Item 2(a) III above 401.88
IV Water pump charges
As per Item 2(a) III above 443.03
The progress of drilling per machine /shift 8.00
V MATERIAL CHARGESFOR 5 M DEPTH
OF HOLES:
(As per hand book of Sundrile drilesteel)
1 Extention Rod 1¼" hex 800 mm 0.098 no @
3500.00 343.00
2 Extention Rod 1¼" hex 1600 mm 0.084 no
@ 7200.00 604.80
3 Extention Rod 1¼" hex 2400 mm 0.084 no
@ 10800.00 907.20
4 Extention Rod 1¼" hex 3200 mm 1.012 no
@ 17500.00 17710.00
5 Shank adopter 0.106 no @ 1400.00 148.40
6 Bit adopter 0.41 No 1400.00 574.00
7 T.C.T. Cross bit 0.38 no @ 5500.00 2090.00
8 Coupling sleeves1¼" 1.53 Nos @ 2500.00 3825.00
9 Water Body 0.063 @ 1500.00 94.50
10 Water body washer 3.162 no @ 30.00 94.86
11 Grinding wheel 0.474 No @ 1600.00 758.40
2228.54
5
149
S.No. Rate in RsItemBasic rate
in Rs12 Lubricating oil 2.37 lit @ 150.00 355.50
27505.66
Deduct as per item No 2 (c) for the cost of 5
m drillimg -17398.80
10106.86
Therefor cost of 12 m drilling 10106.86 x 8.00 16170.98
Hence Total of I+II+III+IV+V 20358.53
Rate of drilling 20358.53
8.00
Income tax 2.06% + Sale tax 3% + Royalti
1% +Labour cess1% I.e = 7.06 % i.e. on
2544.82 179.66
2724.48 2724.00
F Beyond 25 m depth
I Labour charges for 1 shift/machine
As per Item 2(a) I above 1293.90
II Compressor charges per shift for one
machine
As per Item 2(a) II above 2048.75
III Drilling Machine charges
As per Item 2(a) III above 401.88
IV Water pump charges
As per Item 2(a) III above 443.03
The progress of drilling per machine /shift 7.00
V MATERIAL CHARGESFOR 5 M DEPTH
OF HOLES:
(As per hand book of Sundrile drilesteel)
1 Extention Rod 1¼" hex 800 mm 0.144 no @
3500.00 504.00
2 Extention Rod 1¼" hex 1600 mm 0.123 no
@ 7200.00 885.60
3 Extention Rod 1¼" hex 2400 mm 0.123 no
@ 10800.00 1328.40
4 Extention Rod 1¼" hex 3200 mm 1.478 no
@ 17500.00 25865.00
5 Shank adopter 0.156 no @ 1400.00 218.40
6 Bit adopter 0.60 No 1400.00 840.00
7 T.C.T. Cross bit 0.558 no @ 5500.00 3069.00
8 Coupling sleeves1¼" 2.253 Nos @ 2500.00 5632.50
9 Water Body 0.093 @ 1500.00 139.50
10 Water body washer 4.646 no @ 30.00 139.38
11 Grinding wheel 0.697 No @ 1600.00 1115.20
12 Lubricating oil 3.483 lit @ 150.00 522.45
40259.43
Deduct as per item No 2 (c) for the cost of 5
m drillimg -27505.66
12753.77
Therefor cost of 12 m drilling 12753.77 x 7.00 17855.28
Hence Total of I+II+III+IV+V 22042.83
Rate of drilling 22042.83
7.00
5
3148.98
5
2544.82
150
S.No. Rate in RsItemBasic rate
in RsIncome tax 2.06% + Sale tax 3% + Royalti
1% +Labour cess1% I.e = 7.06 % i.e. on
3148.98 222.32
3371.29 3371.00
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 Upto 5 m. depth
I Labour chargesper shift/machine
1 no Driller Gr. I@ 260.00 260.00
½ no Time keeper @ 250.00 125.00
½ no Fitter Gr. II @ 350.00 175.00
¼ no Store Munshi @ 250.00 62.50
3 no Helper @ 300.00 600.00
1222.50
Contractor's profit @ 10% on 1222.50 122.25
Sundaries @ 1% on 1222.50 12.23
T&P and Labour welfare @ 3% on 1222.50 36.68
Total 1393.65 1393.65
II Compressor charges per Shift for one
machine
one compressor disel drivan of 300 cfm
capacity will run one machine. The working
hours of compressor are 7 hrs. hire charges of
compressor / shift charges for 7 hours run @
1000.00 1000.00
Disel required for 7 hrs @ 7.50 lit / hr =
52.50 lir @ 59.00 3097.50
4097.50 4097.50
Charges for one machine per hr 512.19
III Drilling Machine Charges
(including cost of air hose spare parts and
repairs etc.)
i 7 woking hours @ as per item
2 a III above 401.88
IV Water Pump Charges
Including cost of labour, cost of fuel,
lubricants and repairs etc.
i 7 woking hours @ as per item
2 a IV above 7 126.58 886.05
V MATERIAL CHARGESFOR 5 M DEPTH
OF HOLES:
(As per hand book of Sundrile drilesteel)
1 Extention Rod 1¼" hex 800 mm 0.015 no @
3500.00 52.50
2 Extention Rod 1¼" hex 1600 mm 0.015 no
@ 7200.00 108.00
3 Extention Rod 1¼" hex 2400 mm 0.015 no
@ 10800.00 162.00151
S.No. Rate in RsItemBasic rate
in Rs4 Extention Rod 1¼" hex 3200 mm 0.05 no @
17500.00 875.00
5 Coupling sleeves1¼" 0.10 Nos @ 2500.00 250.00
6 Shank Rod 0.01 No @ 3800.00 38.00
7 Bit 48 mm dia 0.03 No 5500.00 165.00
8 Bit Adopter 0.03 no @ 1400.00 42.00
10 Lubricating oil 0.80 lit @ 150.00 12.00
11 Grinding wheel 0.03 No @ 1600.00 48.00
1752.50
The progress of drilling per shift 11 m there
for cost of 5 m drilling 1752.50 x 11 3855.50
Hence Total of I+II+III+IV+V 10634.58
Rate of drilling 10634.58
11.00
Income tax 2.06% + Sale tax 3% + Royalti
1% +Labour cess1% I.e = 7.06 % i.e. on
966.78 68.25
1035.03 1035.00
B From 5 to 10 m depth
I Labour charges for 1 shift/machine
As per Item 3(a) I above 1393.65
II Compressor charges per shift for one
machine
As per Item 2(a) II above 4097.50
III Drilling Machine charges
As per Item 2(a) III above 401.88
IV Water pump charges
As per Item 2(a) III above 886.05
The progress of drilling per machine /shift 11.00
V MATERIAL CHARGESFOR 5 M DEPTH
OF HOLES:
(As per hand book of Sundrile drilesteel)
Rate as per ledger (0to 10 m)
1 Extention Rod 1¼" hex 800 mm 0.03 no @
3500.00 105.00
2 Extention Rod 1¼" hex 1600 mm 0.027 no
@ 7200.00 194.40
3 Extention Rod 1¼" hex 2400 mm 0.027 no
@ 10800.00 291.60
4 Extention Rod 1¼" hex 3200 mm 0.133 no
@ 17500.00 2327.50
5 Coupling sleeves1¼" 0.28 Nos @ 2500.00 700.00
6 Shank Rod 0.033 No @ 3800.00 125.40
7 Bit 48 mm dia 0.111 No 5500.00 610.50
8 Bit Adopter 0.133 no @ 1400.00 186.20
9 Lubricating oil 2.0 lit @ 150.00 300.00
10 Grinding wheel 0.10 No @ 1600.00 160.00
5000.60
Deduct as per item No 2 (a) for the cost of 5
m drillimg -1752.50
3248.10
Therefor cost of 11 m drilling 3248.10 x 11.00 7145.82
5
5
966.78
152
S.No. Rate in RsItemBasic rate
in RsHence Total of I+II+III+IV+V 13924.90
Rate of drilling 13924.90
11.00
Income tax 2.06% + Sale tax 3% + Royalti
1% +Labour cess1% I.e = 7.06 % i.e. on
1265.90 89.37
1355.27 1355.00
C From 10 to 15 m depth
I Labour charges for 1 shift/machine
As per Item 3(a) I above 1393.65
II Compressor charges per shift for one
machine
As per Item 2(a) II above 4097.50
III Drilling Machine charges
As per Item 2(a) III above 401.88
IV Water pump charges
As per Item 2(a) III above 886.05
The progress of drilling per machine /shift 9.00
V MATERIAL CHARGESFOR 5 M DEPTH
OF HOLES:
(As per hand book of Sundrile drilesteel)
1 Extention Rod 1¼" hex 800 mm 0.044 no @
3500.00 154.00
2 Extention Rod 1¼" hex 1600 mm 0.044 no
@ 7200.00 316.80
3 Extention Rod 1¼" hex 2400 mm 0.042 no
@ 10800.00 453.60
4 Extention Rod 1¼" hex 3200 mm 0.35 no @
17500.00 6125.00
5 Coupling sleeves1¼" 0.057 Nos @ 2500.00 142.50
6 Shank Rod 0.05 No @ 3800.00 190.00
7 Bit 48 mm dia 0.17 No 5500.00 935.00
8 Bit Adopter 0.20 no @ 1400.00 280.00
9 Lubricating oil 3.0 lit @ 150.00 450.00
10 Grinding wheel 0.20 No @ 1600.00 320.00
9366.90
Deduct as per item No 2 (a) for the cost of 10
m drillimg -5000.60
4366.30
Therefor cost of 5 m drilling 4366.30 x 9.00 7859.34
Hence Total of I+II+III+IV+V 14638.42
Rate of drilling 14638.42
9.00
Income tax 2.06% + Sale tax 3% + Royalti
1% +Labour cess1% I.e = 7.06 % i.e. on
1626.49 114.83
1741.32 1741.00
D From 15 to 20 m depth
I Labour charges for 1 shift/machine
As per Item 3(a) I above 1393.65
II Compressor charges per shift for one
machine
As per Item 2(a) II above 4097.50
III Drilling Machine charges
1626.49
5
1265.90
153
S.No. Rate in RsItemBasic rate
in RsAs per Item 2(a) III above 401.88
IV Water pump charges
As per Item 2(a) III above 886.05
The progress of drilling per machine /shift 7.00
V MATERIAL CHARGESFOR 5 M DEPTH
OF HOLES:
(As per hand book of Sundrile drilesteel)
1 Extention Rod 1¼" hex 800 mm 0.062 no @
3500.00 217.00
2 Extention Rod 1¼" hex 1600 mm 0.053 no
@ 7200.00 381.60
3 Extention Rod 1¼" hex 2400 mm 0.053 no
@ 10800.00 572.40
4 Extention Rod 1¼" hex 3200 mm 0.64 no @
17500.00 11200.00
5 Coupling sleeves1¼" 0.97 Nos @ 2500.00 2425.00
6 Shank Adopter 0.26 No @ 1400.00 70.00
7 Bit 48 mm dia 0.22 No 5500.00 1210.00
8 Bit Adopter 0.26 no @ 1400.00 364.00
9 Lubricating oil 4.0 lit @ 150.00 600.00
10 Grinding wheel 0.30 No @ 1600.00 480.00
17520.00
Deduct as per item No 2 (a) for the cost of 15
m drillimg -9366.90
8153.10
Therefor cost of 5 m drilling 8153.10 x 7.00 11414.34
Hence Total of I+II+III+IV+V 18193.42
Rate of drilling 18193.42
7.00
Income tax 2.06% + Sale tax 3% + Royalti
1% +Labour cess1% I.e = 7.06 % i.e. on
2599.06 183.49
2782.55 2783.00
E From 20 to 25 m depth
I Labour charges for 1 shift/machine
As per Item 3(a) I above 1393.65
II Compressor charges per shift for one
machine
As per Item 2(a) II above 4097.50
III Drilling Machine charges
As per Item 2(a) III above 401.88
IV Water pump charges
As per Item 2(a) III above 886.05
The progress of drilling per machine /shift 6.00
V MATERIAL CHARGESFOR 5 M DEPTH
OF HOLES:
(As per hand book of Sundrile drilesteel)
1 Extention Rod 1¼" hex 800 mm 0.071 no @
3500.00 248.50
2 Extention Rod 1¼" hex 1600 mm 0.071 no
@ 7200.00 511.20
3 Extention Rod 1¼" hex 2400 mm 0.064 no
@ 10800.00 691.20
5
2599.06
154
S.No. Rate in RsItemBasic rate
in Rs4 Extention Rod 1¼" hex 3200 mm 1.01 no @
17500.00 17675.00
5 Coupling sleeves1¼" 1.21 Nos @ 2500.00 3025.00
6 Shank Adopter 0.083 No @ 1400.00 116.20
7 Bit 48 mm dia 0.28 No 5500.00 1540.00
8 Bit Adopter 0.38 no @ 1400.00 532.00
9 Lubricating oil 5.0 lit @ 150.00 750.00
10 Grinding wheel 0.40 No @ 1600.00 640.00
25729.10
Deduct as per item No 2 (a) for the cost of 15
m drillimg -17520.00
8209.10
Therefor cost of 5 m drilling 8209.10 x 6.00 9850.92
Hence Total of I+II+III+IV+V 16630.00
Rate of drilling 16630.00
6.00
Income tax 2.06% + Sale tax 3% + Royalti
1% +Labour cess1% I.e = 7.06 % i.e. on
2771.67 195.68
2967.35
Say 2967.30 2967.00
F Beyond 25 m depth
I Labour charges for 1 shift/machine
As per Item 3(a) I above 1393.65
II Compressor charges per shift for one
machine
As per Item 2(a) II above 4097.50
III Drilling Machine charges
As per Item 2(a) III above 401.88
IV Water pump charges
As per Item 2(a) III above 886.05
The progress of drilling per machine /shift 6.00
V MATERIAL CHARGESFOR 5 M DEPTH
OF HOLES:
(As per hand book of Sundrile drilesteel)
1 Extention Rod 1¼" hex 800 mm 0.09 no @
3500.00 315.00
2 Extention Rod 1¼" hex 1600 mm 0.084 no
@ 7200.00 604.80
3 Extention Rod 1¼" hex 2400 mm 0.08 no @
10800.00 864.00
4 Extention Rod 1¼" hex 3200 mm 1.5 no @
17500.00 26250.00
5 Coupling sleeves1¼" 1.90 Nos @ 2500.00 4750.00
6 Shank Adopter 0.10 No @ 1400.00 140.00
7 Bit 48 mm dia 0.33 No 5500.00 1815.00
8 Bit Adopter 0.40 no @ 1400.00 560.00
9 Lubricating oil 6.0 lit @ 150.00 900.00
10 Grinding wheel 0.50 No @ 1600.00 800.00
36998.80
Deduct as per item No 2 (a) for the cost of 15
m drillimg -25729.10
11269.70
Therefor cost of 5 m drilling 11269.70 x 6.00 13523.64
5
2771.67
155
S.No. Rate in RsItemBasic rate
in RsHence Total of I+II+III+IV+V 20302.72
Rate of drilling 20302.72
6.00
Income tax 2.06% + Sale tax 3% + Royalti
1% +Labour cess1% I.e = 7.06 % i.e. on
3383.79 238.90
3622.68
Say 3622.70 3623.00
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 Upto 5 m. depth 439.00
B From 5 to 10 m depth 568.00
C From 10 to 15 m depth 710.00
D From 15 to 20 m depth 996.00
E From 20 to 25 m depth 1112.00
F Beyond 25 m depth 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 Upto 5 m. depth
I Labour charges per shift /machine
1 no Driller Gr. I@ 260.00 260.00
½ no Time keeper @ 250.00 125.00
½ no FitterGr. II @ 350.00 175.00
¼ no Store Munshi @ 250.00 62.50
3 no Helper @ 300.00 600.00
1222.50
Contractor's profit @ 10% on 1222.50 122.25
Sundaries @ 1% on 1222.50 12.23
T&P and Labour welfare @ 3% on 1222.50 36.68
Total 1393.65 1393.65
II Compressor charges per Shift for one
machine
one compressor disel drivan of 300 cfm
capacity will run one machine. The working
hours of compressor are 7 hrs. hire charges of
compressor / shift charges for 7 hours run @
1000.00 1000.00
Disel required for 7 hrs @ 7.50 lit / hr =
52.50 lir @ 59.00 3097.50
4097.50 4097.50
III Drilling Machine Charges
3383.79
5
156
S.No. Rate in RsItemBasic rate
in Rs(including cost of air hose spare parts and
repairs etc.)
i 7 woking hours @ as per item
2 a III above 401.88
IV Water Pump Charges
Including cost of labour, cost of fuel,
lubricants and repairs etc.
i 7 woking hours @ as per item
2 a IV above 7 126.58 886.05
V MATERIAL CHARGESFOR 5 M DEPTH
OF HOLES:
(As per hand book of Sundrile drilesteel)
1 Extention Rod 1¼" hex 800 mm 0.015 no @
3500.00 52.50
2 Extention Rod 1¼" hex 1600 mm 0.015 no
@ 7200.00 108.00
3 Extention Rod 1¼" hex 2400 mm 0.015 no
@ 10800.00 162.00
4 Extention Rod 1¼" hex 3200 mm 0.05 no @
17500.00 875.00
5 Coupling sleeves1¼" 0.10 Nos @ 2500.00 250.00
6 Bit 48 mm dia 0.04 No 5500.00 220.00
7 Shank Adopter 0.01 No @ 1400.00 14.00
8 Bit Adopter 0.05 no @ 1400.00 70.00
10 Lubricating oil 0.80 lit @ 150.00 12.00
11 Grinding wheel 0.03 No @ 1600.00 48.00
1811.50
The progress of drilling per shift 24 m there
for cost of 5 m drilling 1811.50 x 24 8695.20
Hence Total of I+II+III+IV+V 15474.28
Rate of drilling 15474.28
24.00
Income tax 2.06% + Sale tax 3% + Royalti
1% +Labour cess1% I.e = 7.06 % i.e. on
644.76 45.52
690.28 690.00
B From 5 to 10 m depth
I Labour charges for 1 shift/machine
As per Item 3(a) I above 1393.65
II Compressor charges per shift for one
machine
As per Item 2(a) II above 4097.50
III Drilling Machine charges
As per Item 2(a) III above 401.88
IV Water pump charges
As per Item 2(a) III above 886.05
The progress of drilling per machine /shift 11.00
V MATERIAL CHARGESFOR 5 M DEPTH
OF HOLES:
(As per hand book of Sundrile drilesteel)
Rate as per ledger (0to 10 m)
1 Extention Rod 1¼" hex 800 mm 0.03 no @
3500.00 105.00
5
644.76
157
S.No. Rate in RsItemBasic rate
in Rs2 Extention Rod 1¼" hex 1600 mm 0.027 no
@ 7200.00 194.40
3 Extention Rod 1¼" hex 2400 mm 0.027 no
@ 10800.00 291.60
4 Extention Rod 1¼" hex 3200 mm 0.133 no
@ 17500.00 2327.50
5 Coupling sleeves1¼" 0.28 Nos @ 2500.00 700.00
6 Shank Adopter 0.033 No @ 1400.00 46.20
7 Bit 48 mm dia 0.111 No 5500.00 610.50
8 Bit Adopter 0.133 no @ 1400.00 186.20
9 Lubricating oil 2.0 lit @ 150.00 300.00
10 Grinding wheel 0.10 No @ 1600.00 160.00
4921.40
Deduct as per item No 2 (a) for the cost of 5
m drillimg -1811.50
3109.90
Therefor cost of 24 m drilling 3109.90 x 24.00 14927.52
Hence Total of I+II+III+IV+V 21706.60
Rate of drilling 21706.60
24.00
Income tax 2.06% + Sale tax 3% + Royalti
1% +Labour cess1% I.e = 7.06 % i.e. on
904.44 63.85
968.30 968.00
C From 10 to 15 m depth
I Labour charges for 1 shift/machine
As per Item 3(a) I above 1393.65
II Compressor charges per shift for one
machine
As per Item 2(a) II above 4097.50
III Drilling Machine charges
As per Item 2(a) III above 401.88
IV Water pump charges
As per Item 2(a) III above 886.05
The progress of drilling per machine /shift 20.00
V MATERIAL CHARGESFOR 5 M DEPTH
OF HOLES:
(As per hand book of Sundrile drilesteel)
1 Extention Rod 1¼" hex 800 mm 0.047 no @
3500.00 164.50
2 Extention Rod 1¼" hex 1600 mm 0.042 no
@ 7200.00 302.40
3 Extention Rod 1¼" hex 2400 mm 0.042 no
@ 10800.00 453.60
4 Extention Rod 1¼" hex 3200 mm 0.21 no @
17500.00 3675.00
5 Coupling sleeves1¼" 0.44 Nos @ 2500.00 1100.00
6 Shank Adopter 0.052 No @ 3800.00 197.60
7 Bit 48 mm dia 0.174 No 5500.00 957.00
8 Bit Adopter 0.209 no @ 1400.00 292.60
9 Lubricating oil 3.147 lit @ 150.00 472.05
10 Grinding wheel 0.1570 No @ 1600.00 251.20
7865.95
5
904.44
158
S.No. Rate in RsItemBasic rate
in RsDeduct as per item No 2 (a) for the cost of 10
m drillimg -4921.40
2944.55
Therefor cost of 5 m drilling 2944.55 x 20.00 11778.20
Hence Total of I+II+III+IV+V 18557.28
Rate of drilling 18557.28
20.00
Income tax 2.06% + Sale tax 3% + Royalti
1% +Labour cess1% I.e = 7.06 % i.e. on
927.86 65.51
993.37 993.00
D From 15 to 20 m depth
I Labour charges for 1 shift/machine
As per Item 3(a) I above 1393.65
II Compressor charges per shift for one
machine
As per Item 2(a) II above 4097.50
III Drilling Machine charges
As per Item 2(a) III above 401.88
IV Water pump charges
As per Item 2(a) III above 886.05
The progress of drilling per machine /shift 15.00
V MATERIAL CHARGESFOR 5 M DEPTH
OF HOLES:
(As per hand book of Sundrile drilesteel)
1 Extention Rod 1¼" hex 800 mm 0.067 no @
3500.00 234.50
2 Extention Rod 1¼" hex 1600 mm 0.06 no @
7200.00 432.00
3 Extention Rod 1¼" hex 2400 mm 0.06 no @
10800.00 648.00
4 Extention Rod 1¼" hex 3200 mm 0.298 no
@ 17500.00 5215.00
5 Coupling sleeves1¼" 0.626 Nos @ 2500.00 1565.00
6 Shank Adopter 0.074 No @ 1400.00 103.60
7 Bit 48 mm dia 0.248 No 5500.00 1364.00
8 Bit Adopter 0.297 no @ 1400.00 415.80
9 Lubricating oil 4.470 lit @ 150.00 670.50
10 Grinding wheel 0.224 No @ 1600.00 358.40
11006.80
Deduct as per item No 2 (a) for the cost of 15
m drillimg -7865.95
3140.85
Therefor cost of 5 m drilling 3140.85 x 15.00 9422.55
Hence Total of I+II+III+IV+V 16201.63
Rate of drilling 16201.63
15.00
Income tax 2.06% + Sale tax 3% + Royalti
1% +Labour cess1% I.e = 7.06 % i.e. on
1080.11 76.26
1156.36 1156.00
927.86
5
1080.11
5
159
S.No. Rate in RsItemBasic rate
in RsE From 20 to 25 m depth
I Labour charges for 1 shift / machine
As per Item 3(a) I above 1393.65
II Compressor charges per shift for one
machine
As per Item 2(a) II above 4097.50
III Drilling Machine charges
As per Item 2(a) III above 401.88
IV Water pump charges
As per Item 2(a) III above 886.05
The progress of drilling per machine /shift 13.00
V MATERIAL CHARGESFOR 5 M DEPTH
OF HOLES:
(As per hand book of Sundrile drilesteel)
1 Extention Rod 1¼" hex 800 mm 0.09 no @
3500.00 315.00
2 Extention Rod 1¼" hex 1600 mm 0.08 no @
7200.00 576.00
3 Extention Rod 1¼" hex 2400 mm 0.08 no @
10800.00 864.00
4 Extention Rod 1¼" hex 3200 mm 0.04 no @
17500.00 7000.00
5 Coupling sleeves1¼" 0.84 Nos @ 2500.00 2100.00
6 Shank Adopter 0.099 No @ 1400.00 138.60
7 Bit 48 mm dia 0.333 No 5500.00 1831.50
8 Bit Adopter 0.398 no @ 1400.00 557.20
9 Lubricating oil 5.99 lit @ 150.00 898.50
10 Grinding wheel 0.299 No @ 1600.00 478.40
14759.20
Deduct as per item No 2 (a) for the cost of 15
m drillimg -11006.80
3752.40
Therefor cost of 5 m drilling 3752.40 x 13.00 9756.24
Hence Total of I+II+III+IV+V 16535.32
Rate of drilling 16535.32
13.00
Income tax 2.06% + Sale tax 3% + Royalti
1% +Labour cess1% I.e = 7.06 % i.e. on
1271.95 89.80
1361.75
Say 1361.70 1362.00
F Beyond 25 m depth
I Labour charges for 1 shift/machine
As per Item 3(a) I above 1393.65
II Compressor charges per shift for one
machine
As per Item 2(a) II above 4097.50
III Drilling Machine charges
As per Item 2(a) III above 401.88
IV Water pump charges
As per Item 2(a) III above 886.05
The progress of drilling per machine /shift 10.50
V MATERIAL CHARGESFOR 5 M DEPTH
OF HOLES:
1271.95
5
160
S.No. Rate in RsItemBasic rate
in Rs(As per hand book of Sundrile drilesteel)
1 Extention Rod 1¼" hex 800 mm 0.115 no @
3500.00 402.50
2 Extention Rod 1¼" hex 1600 mm 0.103 no
@ 7200.00 741.60
3 Extention Rod 1¼" hex 2400 mm 0.103 no
@ 10800.00 1112.40
4 Extention Rod 1¼" hex 3200 mm 0.509 no
@ 17500.00 8907.50
5 Coupling sleeves1¼" 1.072 Nos @ 2500.00 2680.00 1.071903
6 Shank Adopter 0.126 No @ 1400.00 176.40
7 Bit 48 mm dia 0.425 No 5500.00 2337.50
8 Bit Adopter 0.51 no @ 1400.00 560.00
9 Lubricating oil 7.66 lit @ 150.00 1149.90
10 Grinding wheel 0.383 No @ 1600.00 612.80
18680.60
Deduct as per item No 2 (a) for the cost of 15
m drillimg -14759.20
3921.40
Therefor cost of 5 m drilling 3921.40 x 10.50 8234.94
Hence Total of I+II+III+IV+V 15014.02
Rate of drilling 15014.02
10.50
Income tax 2.06% + Sale tax 3% + Royalti
1% +Labour cess1% I.e = 7.06 % i.e. on
1429.91 100.95
1530.86
Say 1530.90 1531.00
6 Supplying and lowering into holes and fixing
of casing pipes of suitable diameter to enable
drilling of minimum 48 mm dia grout holes.
a Cost of 65 mm dia GI/MS pipe 550 550.00
b Labour required for lowering of pipein
drilled holes, fixing and holding in posittion
etc. per shift for 5 m casing pipe:
2 nos helper @ 300.00 600.00
labour required per meter 600.00 100.00
6
Contractor's profit @ 10% on 100.00 10.00
T&P and Labour welfare @ 3% on 100.00 3.00
113.00
c Charges for threading and casing pipe for
standard length at each end for 6.54 length
LS 8.00
d Transportation charges for pipes per meter @
2% on cost of pipe i.e on 550.00 11.00
5
1429.91
161
S.No. Rate in RsItemBasic rate
in Rse Charges for fixing of pipes by cement
assuming the dia of holes is 100 mm increase
to 125 mm $ volume of grout in one meter
length. 3.14/4 x ( 0.125*0.125 - 0.065*0.065)
= 0.0089 cum / meter of depth of hole Say
0.009 cum / meter of depth of hole.
Considering the cement consumption as 50
kg / meter i.e. 1420 kg cement is being
consumed in ane cum. Cement consumption
for 0.009 cum = 1420*0.009 = 12.78
Cost of Cement per M.T.=
20.00 280.00 5600.00
Cost of Grouting per MT excluding cost of
Cement (excluding Tax) as per item no 9 of
this analysis 6898.80556
Total cost of grouting including cost of
cement. 12498.81
Charges for grouting 12.78 kg @
12498.81 159.73
Total cost of fixing of pipe etc complete
including cost of pipe = (a+b+c+d+e) 841.73
Income tax 2.06% + Sale tax 3% + Royalti
1% +Labour cess1% I.e = 7.06 % i.e. on
59.00 4.17
845.90
Say 846.00 846.00
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.
MATERIAL
Considering 6 Nos holes can be washed in
one shift
a Compressed air
One compressor 250 cfm capacity is required
for 10 minutes.
Hire charges per hour with POL 2915.00 /7 416.43
Charges for 10 minute 416.43 x 10
b WATER PUMP
One 15 HP pump required for 30 minutes
Hire charges per hr 126.58 x30
c COST OF G.I. PIPE, HOSE PIPE ETC. L.S. 30.00
d LABOUR
1 no Fitter @ 350.00 350.00
3 nos Helpers @ 300.00 900.00
½ no Time Keeper @ 250.00 125.00
1375.00
Contractor's profit @ 10% on 125.00 12.50
63.29
60 69.40
60
162
S.No. Rate in RsItemBasic rate
in RsT&P and Labour welfare @ 3% on 125.00 3.75
1391.25
6 nos holes can be done in one shift. There
fore charges of per hole/stage 1391.25
6
Charges per hole per stage (a+b+c+d) 394.57
Income tax 2.06% + Sale tax 3% + Royalti
1% +Labour cess1% I.e = 7.06 % i.e. on
394.57 27.86
422.43
Say422.00
422.00
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.
The normal washing is inclusive of washing
under pressure of each stage of each hole for
8 hrs.
MATERIAL
a Compressed air
One compressor 300 cfm capacity is required
for 2 hours
Hire charges per hour with POL 4097.50 /7 585.36
Charges for 2 hours 585.36 x 2 1170.71
b WATER PUMP
One 15 HP pump required for 4.5 hrs Hire
charges per hr 126.58 x4.5 569.60
c COST OF G.I. PIPE, HOSE PIPE ETC. L.S. 200.00
d LABOUR
1 no Fitter @ 350.00 350.00
3 nos Helpers @ 300.00 900.00
½ no Time Keeper @ 250.00 125.00
1375.00
Contractor's profit @ 10% on 125.00 12.50
T&P and Labour welfare @ 3% on 125.00 3.75
1391.25
Total of (a+b+c+d) 3331.57
In one shift average 4 nos holes can be
washed with pressor and water simultaneosly
Rate per hole per stage 3331.57 /4 832.89
Income tax 2.06% + Sale tax 3% + Royalti
1% +Labour cess1% I.e = 7.06 % i.e. on
832.89 58.80
891.69
Say 892.00 892.00
231.88
163
S.No. Rate in RsItemBasic rate
in Rs9 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)
I LABOUR CHARGES FOR ONE GROUT
PUMP PER SHIFT
1 no grout pump driver @ 260.00 260.00
1 no Time keeper @ 250.00 250.00
½ no Fitter @ 350.00 175.00
2 nos chawalia G II@ 300.00 600.00
3 nos Helpers @ 300.00 900.00
2185.00
Contractor's profit,T&P and Labour welfare,
Sundaries @ 14% on 2185.00 305.90
2490.90
II COMPRESSOR CHARGES / SHIFT FOR
ONE MACHINE
One compressor of 250 cfm capacity can run
one pump assumiming 7 hrs working
Therefore charges per shift with POL @ 2915.00
III WATER PUMP CHARGES WITH POL
one water pump of 15 hp can feed 2 grout
pumps @ per hr Charges / shift 126.58 x7
IV GROUT PUMP CHARGES
(Including cost of water hose, air hose, fitting
repairs etc. 360
Total of (I+II+III+IV) 6208.93
PROGRESS OF WORK
Average 18 bags i.e. 900 kg of cement is
being injected in one shift
Rate of grouting per M.T. of cement 6208.93 x 1000
Income tax 2.06% + Sale tax 3% + Royalti
1% +Labour cess1% I.e = 7.06 % i.e. on
6898.81 487.06
7385.86
Say 7386.00 7386.00
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
I COMPRESSOR CHARGES / SHIFT FOR
ONE MACHINE
One compressor of 250 cfm capacityrequired
for one hour@ 2915.00
2 443.03
900 6898.80556
164
S.No. Rate in RsItemBasic rate
in RsTherefore charges per hour with POL @ 2915.00 416.43
7
II WATER PUMP CHARGES WITH POL
one water pump of 15 hp required for 7 hrs
126.58 x7 886.05
III LABOUR CHARGES
1 no Fitter @ 350.00 350.00
1 nos Helpers @ 300.00 300.00
1 no Time keeper @ 250.00 250.00
900.00
Contractor's profit, T&P and Labour welfare,
Sundaries @ 14% on 900.00 126.00
1026.00
IV COST OF MATERIAL
Water meter pressor gauge etc. LS 100.00
Total of (I+II+III+IV) 2428.48
Average 3 holes can be tested per shift
Rate / test 2428.48 /3 809.49
Income tax 2.06% + Sale tax 3% + Royalti
1% +Labour cess1% I.e = 7.06 % i.e. on
809.49 57.15
866.64
Say 867.00 867.00
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%
12 Preparation of foundation of structure
including removal of all loose stones, silt and
final washing.
a By manual labour 20.00
b By compressed air & water under pressure 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.
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.
92.00
PART B : PREPARATION OF FOUNDATION AND
SURFACE TREATMENT
165
S.No. Rate in RsItemBasic rate
in Rs15 Chipping concrete surface, cleaning the
exposed surface of steel and concrete with
wire brush, washing with water complete as
per specifications excluding scaffolding etc.
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.
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.
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)
56.00
166
Metre
Metre 1.40
No.
Each
Unit
CHAPTER - XI
FOUNDATION AND SURFACE TREATMENT
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, turn over tax, service
tax, sales tax, octroi, panchayat tax, Contractor's profict and royalty etc.
The rates in this chapter are inclusive of de-watering whichever required.
167
UnitKg.
Mt
168
Unit
Per
month
Hour
mt
169
Unit
Mt
mt
Mt
170
Unit
mt
Mt
171
Unit
Mt
172
Unit
Mt.
173
Unit
Metre
Metre
174
Unit
Mt
mt
175
Unit
Mt
mt
Mt
176
Unit
mt
Mt
mt
177
Unit
Mt
mt
178
Unit
Mt
Metre 256.00 1.26
Metre 314.00 1.33
Metre 378.00 1.38
Metre 443.00 1.8
Metre 538.00 1.52
Metre 654.00 1.49
Metre
179
Unit
Mt
mt
180
Unit
Mt
mt
181
Unit
Mt
mt
Mt182
Unit
mt
Mt
mt
183
Unit
Mt
Metre
mt
184
Unit
Per
MT
Per
meter
Mt
Hole/
stage
185
Unit
Hole/
Stage
Hole/
Stage
186
UnitM.T.
M.T.
Each
Per
day187
Unit
Each
Sqm 14
Sqm 43
Sqm 131
Sqm 65
188
UnitSqm 45
Sqm 739
Sqm 823
Sqm 46
189
(1)
(2)
(3)
(4)
Item UnitRate (in
Rs)
Rate of 2009
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 0.5
b Thick Sqm 1.00 0.8
c For dowels and outer slopes. Sqm 0.90 0.7
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 26
b Over 15 cms to 30 cms. girth Each 105.30 81
c Over30 cms to 45 cms. girth Each 175.50 135
d Over 45 cms to 60 cms. girth Each 289.90 223
e Over 60 cms. girth Each 408.20 314
(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 5.5
b In canal Sqm 1.40 1.1
4 Weed clearance in canal and branches including disposal beyond
canal banks and its burning.
a In dry bed Sqm 0.80 0.6
b In pool of water Sqm 2.10 1.6
5 Cutting & uprooting of Sarkanda, or Arrows or Jhundas including
disposal as directed by Engineer-in-charge
Sqm 4.70 3.6
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 0.9
ii In pool of water Sqm 2.10 1.6
7 Thoor cutting (thick fencing of thoor) and disposal within initial
lead of 50 meters.
R.M. 7.30 5.6
8 Dag belling
a 5 cm to 7.5 cm deep 10 M 7.30 5.6
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.
b Over 7.5 cm to 10 cm deep 10 M 9.10 7
c Over 10 cm to 15 cm deep 10 M 12.00 9.2
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 4318
b In semi- hilly area Km 8947.90 6883
c In hilly area Km 12782.90 9833
10 Repair of existing service road including jungle clearance, filling
cuts, depression and dressing etc. complete.
a In plain area Km 2038.40 1568
b In semi- hilly area Km 3057.60 2352
c In hilly area Km 4335.50 3335
11 Making standard type cement gauge including engraving letters
and painting including scaffolding etc.
R.M. 371.80 286
12 Painting standard type gauge with black, red and white un-
washable paints including cost of material
R.M. 139.10 107
13 Painting distance mark stone and lettering with light blue white or
yellow un-washable paint including cost of material
Each 81.90 63
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 156.00 120
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 991.00 750 85
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 5.6
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 4
b Add extra if counter weight type design is followed Kg 6.00 4
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 1.6
d Add extra, if the opening size is greater than 3 sqm requiring
heavy channel/girders.
Kg 6.00 4
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 1084
b. Extra for every additional square meter of gates size including rod
clamps and head posts etc. complete
Each 985.00 788
21 Labour charges for fixing of canal regulator gates complete
including rod, clamps and head posts etc.
a Gate size upto 1 sqm Each 740.00 591
b Extra for every additional square metre of gate size including rod
clamps and head posts etc. complete.
Each 620.00 494
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 6800
(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 6800
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 48
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 86
b Above 8 cm Sqm 213.00 142
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 7
28 Providing bitumen joints filter sheet conforming to IS: 1838-1983
a 12 mm Sqm 499.00 399
b 20 mm Sqm 599.00 479
c 25 mm Sqm 699.00 559
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 0.7
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 623.00 498
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 13
b Plastic bag Each 11.00 6.3
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 9
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 45.00
100mm RM 145.00 160.00 169.00 45.00
150mm RM 203.00 212.00 228.00 45.00
200mm RM 247.00 286.00 320.00 75.00
225mm RM 262.00 317.00 338.00 92.00
300mm RM 522.00 716.00 786.00 92.00
450mm RM 872.00 1717.00 1862.00 138.00
600mm RM 1214.00 2250.00 2700.00 152.00
900mm RM 2900.00 4774.00 5727.00 264.00
1000mm RM 3277.00 6088.00 6760.00 289.00
1200mm RM 4514.00 7875.00 9763.00 359.00
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.Description Unit Rate in Rs
(diametre)
75 mm R.M. 85
100mm RM 155.00
160mm RM 325.00
34 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 87
b 10 to 19 HP Per hr 140.00 112
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
c 20 to 30 HP Per hr 151.00 121
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.
35 (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 23
(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 1.1
36 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 567.00 336
37 Regulation & patrolling of Feeder/ Main / Branch/ Distributory
and Minor canals of canal irrigation projects for every 2 Km.
Per day (24
hr.)
378.00 112
38 Regulation & patrolling of canals of major, medium and minor
dams during irrigation period Per day (24 hr.) per 2 km.
per day (24
hr.)
567.00 168
39 Handling of stores including watch and ward of stores (per day of
24 hours)
per day 567.00 420
40 Watch & ward of office building after office hours. per day 378.00 224
41 Watch & ward of irrigation colonies campus houses with or
without office buildings.
per day 567.00
42 Cleaning of irrigation colonies campus road and road side drains
with or without office buildings.
Per Month 1210.00
43 Watch & ward of irrigation rest houses II class building Per day 378.00
44 Maintenance and upkeep of plants, trees, lawn and other flower
pots placed around to view point complex including watering etc.
complete.
Per day 465.00 358
45 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 10830 12346.2
46 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 108.00 111.8
Measuring devices
Note:-
47 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. Previous rate 10% Hike
Rete
quotation
Channel discharge in Cusec
Up to 1 cusec, 3 mm thick Each 4240 3850 4235
Up to 2 cusec, 3 mm thick Each 10870 9450 10395 13074
Up to 3 cusec, 3 mm thick Each 15980 13890 15279
Up to 4 cusec, 3 mm thick Each 19610 17050 18755 15409
Up to 5 cusec, 4 mm thick Each 37390 32506 35756.6
Up to 6 cusec, 4 mm thick Each 38180 33200 36520
Up to 8 cusec, 4 mm thick Each 40340 35070 38577 43376
Up to 10 cusec, 4 mm thick Each 46460 40400 44440
Up to 12 cusec, 5 mm thick Each 53860 46830 51513 48081
Up to 15 cusec, 5 mm thick Each 56240 48900 53790
Up to 20 cusec, 5 mm thick Each 65320 56800 62480 57493
Up to 25 cusec, 5 mm +-1mm thick Each 91430 79500 87450 95839
Up to 30 cusec, 5 mm +-1mm thick Each 95090 82680 90948 98494
Up to 40 cusec, 5 mm +-1mm thick Each 105790 91990 101189 1123324
Up to 50 cusec, 5 mm +-1mm thick Each 124690 108420 119262 119247
Up to 60 cusec, 6 mm +-1mm thick Each 135500 117820 129602 129621
Up to 70 cusec, 6 mm +-1mm thick Each 140500 145097.3 136443
Up to 80 cusec, 6 mm +-1mm thick Each 146270 159303.8 146908
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
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. Rate
quotation
Channel discharge in Cusec
Up to 100 cusec, 7 mm +-1mm thick Each 337870 355652
Up to 150 cusec, 7 mm +-1mm thick Each 360070 379016
Up to 200 cusec, 7 mm +-1mm thick Each 646770 680801
Up to 250 cusec, 7 mm +-1mm thick Each 663240 698142
Up to 300 cusec, 7 mm +-1mm thick Each 679110 714845
Up to 400 cusec, 7 mm +-1mm thick Each 718750 756575
Up to 500 cusec, 8 mm +-1mm thick Each 1187480 1249974
Up to 750 cusec, 8 mm +-1mm thick Each 1267100 1333781
Up to 1000 cusec, 9 mm +-1mm thick Each 1342850 1413522
Up to 1250 cusec, 9 mm +-1mm thick Each 1395040 1468458
Up to 1500 cusec, 9 mm +-1mm thick Each 1458760 1535534
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 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. Rete
quotation
Drain discharge in Lit / sec
15 Lit / sec 9100 9578
30 Lit / sec 14280 15028
45 Lit / sec 16090 16931
60 Lit / sec 19300 20314
90 Lit / sec 24530 25811
120 Lit / sec 31080 32715
50 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 4345
15 cm wide P RMT 5060 5318
30 cm wide P RMT 7830 8234
51 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 5000
b Up to 4 seater boats all types Per Year 15000 10000
c Up to 20 seater boats
i. Driven by Natural gas, Battery, Solar Energy & Manually Per Year 25000 15000
ii. Driven by all other types Per Year 50000 45000
d More than 20 seater boats
i. Driven by Natural gas, Battery, Solar Energy & Manually Per Year 40000 25000
ii. Driven by all other types Per Year 100000 75000
e Application Charges for Item 51 A (Non Refundable)
i. For Cooperative society/Govt & Semi Govt. Department 500 500
ii. For Private Persons 1000 1000
iii. For Registered Private Firms 1500 1500
B For recreation, transportation of Occupants of hotel by registered
firms/hotels
a Up to 2 seater boats all types Per Year 10000 3000
b Up to 4 seater boats all types Per Year 25000 10000
c Up to 20 seater boats
i. Driven by Natural gas, Battery, Solar Energy & Manually Per Year 50000 25000
ii. Driven by all other types Per Year 100000 75000
d More than 20 seater boats
i. Driven by Natural gas, Battery, Solar Energy & Manually Per Year 50000 50000
ii. Driven by all other types Per Year 150000 150000
e Application Charges for Item 51 B (Non Refundable)
i. For Registered Private Firms/Hotels 3000 3000
C For fishing purpose Per Boat 200 200
Application Charges for Item 51 C (Non Refundable) 100 100
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 5000
i. For Registered Private Firms/Hotels Per ton
Capacity
10000 10000
Application Charges for Item 51 D (Non Refundable)
i. For Govt & Semi Govt. Department 500 500
ii. For Registered Private Firms/Hotels 1000 1000
52 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 10000
Photo Print 6" x 4" Each 20
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
S N ItemRates
(In Rs)Unit
A
1Beldar/Women Cooli / Chowkidar / Water man / Earth-
dresser 189.00 P day 189.00 P day
2 Excavators 220.00 P day 220.00 P day
3 Mate 225.00 P day 225.00 P day
4 Stone Braker Grade I 270.00 P day 270.00 P day
5 Stone Braker Grade II 225.00 P day 225.00 P day
6 Blaster 300.00 P day 300.00 P day
8 Chawalia 300.00 P day 300.00 P day
9 Stone Dresser/cutter (Silawat)
(a) Stone dresser Grade I 400.00 P day 400.00 P day
(b) Stone dresser Grade II 375.00 P day 375.00 P day
10 Mistri 400.00 P day 400.00 P day
11 Helper 300.00 P day 300.00 P day
12White washer/store or laboratory attendant/floor
polisher250 P day 250 P day
13 Dak Runner with his own cycle 225 P day 225 P day
14Mason/ Painter/ Carpenter/ Electrician /Black smith /
plumber
(a) Grade I 500.00 P day 500.00 P day
(b) Grade II 400.00 P day 400.00 P day
15 Sweeper part time
(a) For 2 hours 55 55
(b) For 1/2 day (Four hours) 105 105
(c) Per Day 200 200
16
Helper for Carpenter /Black smith /
Mechanic/Electrician / Plumber / Steel fabricator /Fitter
/ Driller / Truck / Tractor /Compressor/ Jack Hammer
/Dumper
300 Per Day 300 Per Day
17 Security Guard with licensed gun owned by him 325 Per Day 325 Per Day
18 Security Guard without gun 300 Per Day 300 Per Day
INPUT DATA SHEET
LABOUR WAGES
19
Munshi/Survey Amin/ Density Observer/ Record
Keeper/Time Keeper/ Gate Keeper/ Core Observer/
Laboratory Assistant / Gauge Reader / Telephone
Assistant
a Grade I (Secondary Pass) 325 Per Day 325 Per Day
b Grade II 250 Per Day 250 Per Day
20 Cook cum Chowkidar 215 Per Day 215 Per Day
21 Driller/Grout pump driver 260.00 P day 260.00 P day
22Operator for Jack Hammer/ Vibrator/ Pneumatic
Tamper or pavement Breaker/shot-crete placer330 Per Day 330 Per Day
23 Gardener
(a) Grade I 250 Per Day 250 Per Day
(b) Grade II 225 Per Day 225 Per Day
24 Driver for pumps/Concrete Mixers 300 Per Day 300 Per Day
25 Driver for Compressor/Generators 280 Per Day 280 Per Day
26Heavy vehicle driver for Trucks/Dumpers/Tractors/
Stone crusher etc. (License holder) 400 Per Day 400 Per Day
27 Boat man/Blaster (with license) 300 Per Day 300 Per Day
28 Welder/Fitter/Line-man/Turner/Wireman/Driller 350 Per Day 350 Per Day
29
Survey Mistry / earthwork Mistry / Work Mistry
(Experienced/Trained) Patwari (Trained) / Tracer
(I.T.I.) / Wireless Operator (Trained) / Receptionist
400 Per Day 400 Per Day
30 Typist having knowledge of typing in computer 300 Per Day 300 Per Day
31Computer Operator having knowledge of M.S. Office
i.e Word/Excel/Power point
(a) with own computer 400 Per Day 400 Per Day
(b) without computer 325 Per Day 325 Per Day
32Light vehicle driver for Jeep/Car/Station wagon etc.
(License holder) (Grade I)320 Per Day 320 Per Day
33Driver with life jackets and all accessories for working
under water. Duty hours at site400 Per Hour 400 Per Hour
34
Driver for Heavy Machine like chain type
Dozers/Shovels, etc. (License Holder) Boring/Wagonet
machine operator
425 Per Day 425 Per Day
35 Work Agents/ Surveyors/ Supervisors
(a) Civil Engineer Possessing Degree or equivalent. 850 Per Day 850 Per Day
(b) Civil Engineer Possessing Diploma or equivalent. 650 Per Day 650 Per Day
B
1 Cost of Crusher broken Graded Aggregate
(a) 150 to 80 mm size 580.00 P. Cum 580.00
(b) 80 to 40 mm size 630.00 P. Cum 630.00
(c) 40 to 20 mm size 800.00 P. Cum 800.00
(d) 20 to 10 mm size 830.00 P. Cum 830.00
(e) 10 to 4.75 mm size 860.00 P. Cum 860.00
2 Cost of Natural Aggregate
(a) 150 to 80 mm size 494.00 P. Cum 494.00
(b) 80 to 40 mm size 534.00 P. Cum 534.00
(c) 40 to 20 mm size 670.00 P. Cum 670.00
(d) 20 to 10 mm size 735.00 P. Cum 735.00
(e) 10 to 4.75 mm size 761.00 P. Cum 761.00
3 Morrum or Murda 245.00 P. Cum 245.00
4 Stones 37.50 Kg 780.00 P. Cum 780.00
5 Stones not less than 23 kg. 710.00 P. Cum 710.00
6 Soling stone / Boulders 650.00 P. Cum 650.00
7 Quarry Spall 400.00 P. Cum 400.00
8 Quarry Rubish 380.00 P. Cum 380.00
9Pitching stones atleast 75% stones to be more than 40
kg, in weight 780.00 P. Cum 780.00
10Pitching stones atleast 75% stones to be more than 25
kg , in weight 750.00 P. Cum 750.00
11 (a)Stones for Rip Rap at least one side not less than 23 cm
in size including all lead and lift. 670.00 P. Cum 670.00
11 (b)Stones for Rip - Rap at least one side not less than 15
cm in size.630.00 P. Cum 280.00
12 Cement (in bags) 50 Kg in weight. 280.00 P. Cum 3500.00
13 Un Slaked Lime 3500.00 P. Cum 700.00
14 Surkhi pulverized 700.00 P. Cum 740.00
15 Sand (Un-screened) 740.00 P. Cum 851.00
16 Sand (screened) 851.00 P. Cum 48.00
17 Mild steel and medium tensile steel bars as per IS : 432-
1982
48.00 P.Kg 50.00
CONSTRUCTION MATERIAL
Construction Material including all lead & Lift, FOR at site
18 HYSD steel bars as per IS 1786-1985 50.00 P.Kg 55.00
19 Structural steel 55.00 P.Kg 4800.00
20 Well burnt clay bricks class designation 100 4800.00 / 1000 Nos. 4200.00
21 Well burnt clay bricks class designation 75 4200.00 / 1000 Nos. 3800.00
22 Comman burnt clay bricks class designation 50 3800.00 / 1000 Nos. 500.00
23 Brick bats 500.00 P. Cum 4900.00
24 Clay tiles (size 30 x 15 x 5 cm) 4900.00 / 1000 Nos.
25 Hydraulically compressed P.C.C. tiles of M15 grade. 18.00
(a) 300 x 300 mm size 18.00 Each 12.00
(b) 150 x 300 mm size 12.00 Each
26 Stone patties edges hammer dressed 495.00
(a) Length up to 1.50 m and thickness 50 mm and above 495.00 P Sqm 600.00
(b)
Length up to 1.50 m to 2.50 m and thickness 70 mm
and above 600.00 P Sqm 700.00
(c)
Length up to 2.50 m to 4 m and thickness 80 mm and
above 700.00 P Sqm
27Cut stone sills, slab, or lintels one face plain and edge
hammer dressed.450.00
(a) 100 to 125 mm thick 450.00 P Sqm 550.00
(b) 126 to 150 mm thick 550.00 P Sqm 650.00
(c) 151 to 200 mm thick 650.00 P Sqm 40.00
28 Fly ash confirming 40.00 P Bag 50.00
29 Chemical for curing as per ASTM 50.00
30 Empty bag of 50 kg capacity in good condition 15.00
(a) Jute 15.00 P Bag 5.00
(b) Plastic / Polythene 5.00 P Bag 150.00
31 ISI marked (LDPE) film black, as per IS: 2508-1984 150.00 kg 180.00
32
Distance stone well dressed of required shape and size
60 cm x 23 cm x 7 cm with exposed faces chiesel
dressed.
180.00 230.00
33
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.
230.00
C
1 Diesel 59 / Lit
2 Mobile oil 160 / Lit
3 Amonium nitrate 70.00 Kg
4 Gelatin 120.00 Kg
5 Fuse Coil 6.00 RM
Other Material
6 Ordinary detonator 18.00 Each
7 Drill Rod 800 mm long 3600.00 Each
8 Electric Detonator 40.00 Each
9 Sealing Compound 190.00 Kg
10 Air hose double braided 110.00 Mt
11 Claw coupling 45.00 Each
12 Hose clamps 45.00 Each
13 Valve 650.00 Each
14 Suction pipe 3" dia 260.00 Mt
15 Foot Valve 3" 500.00 Each
16 GI pipe 3" dia 550.00 Mt.
17 Extention Rod 1¼" hex 800 mm 3500.00 Each
18 Extention Rod 1¼" hex 1600 mm 7200.00 Each
19 Extention Rod 1¼" hex 2400 mm 10800.00 Each
20 Extention Rod 1¼" hex 3200 mm 17500.00 Each
21 Coupling sleeves1¼" 2500.00 Each
22 Shank Rod 3800.00 Each
23 Bit 48 mm dia 5500.00 Each
24 Water Body 1500.00 Each
25 Water body washer 30.00 Each
26 Lubricating oil 150.00 lit
27 Grinding wheel 1600.00 Each
28 Bit adopter 1400.00 Each
29 Shank adopter 1400.00 Each
30 T.C.T. Cross bit 5500.00 Each
31 GI/MS pipe 65 mm dia 550.00 Mt
D HIRE CHARGES OF PLANT & MACHINERY
SN Type of Plant / Machinery
Hire charges with
staff & mobil oil
in Rs.
UnitIdle Charges
(In Rs)
1 Trucks upto 5 tonne capacity (light commercial vehicles) 700.00 Day 300.00
2 Trucks 7-10 tonne capacity 1000.00 Day 330.00
3 Dumpers 7-10 tonne capacity 1400.00 Day 480.00
4 Tractors -
(a) Upto – 40 HP 515.00 Day 180.00
(b) Above 40 HP (for consolidation) 575.00 Day 220.00
5 Tractor mounted compressor (upto 160 cfm.) 750.00 Day 250.00
6 Air compressors (Stationary)
(a) Upto 160 cfm 660.00 Day 250.00
(b) Above 160 cfm and upto 250 cfm 850.00 Day 250.00
(c) 300 cfm to 350 cfm 1000.00 Day 250.00
7Jack hammer / Khurpa machine without drill rod but with
necessary hosepipe
300.00 Day 75.00
8 Drifter 350.00 Day 75.00
9 Concrete mixers
(a) 10/7 cft. capacity 350.00 Day 135.00
(b) 14/10 cft. capacity 400.00 Day 210.00
10 Mortar miller 375.00 Day 140.00
11 Needle/surface vibrator (without staff) 170.00 Day 40.00
12 Diesel driven generator
(a) Upto 6KVA 400.00 Day 80.00
(b) Above 6 KVA & upto 15KVA 700.00 Day 85.00
13 Pumping sets
(a) 5 to 10 HP 300.00 Day 145.00
(b) Above 10 HP to 16 HP 330.00 Day 210.00
(c) Above 16 HP to 30 HP 450.00 Day 250.00
14 Diesel Road roller 8 to 10MT 890.00 Day 280.00
15 Sheep's foot roller (without staff)
(a) Capacity 5 MT 200.00 Day -
(b) Capacity 3 MT 160.00 Day -
16 Plain roller 3 MT (without staff) 150.00 Day -
17 Tractor Trolly above 2 Cum capacity (without staff)
(a) Two wheeler with out hydraulic lift 175.00 Day 45.00
(b) Four wheeler without hydraulic lift 200.00 Day 50.00
(c) Four wheeler with hydraulic lift 250.00 Day 60.00
18 Karawha 75.00 Day 35.00
19 Water Tanker
(a) Wheel – mounted
(i) Upto 3000 Lit. capacity 175.00 Day 70.00
(ii) Above 3000 but upto 5000 Lit. capacity 250.00 Day 105.00
(b) Truck- mounted 5000 Lit. to 8000 Lit. capacity 1000.00 Day 300.00
20 Diesel Jeep / Car / Zypsy
18500.00 per monthModel not older than 2 years (Two wheel drive)(a)
650.00 Day
16500.00 per month
60.00 Day
1500.00 per month
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 500.00 Hr. 140.00
(b) above 0.40 & upto 0.75 cum 900.00 Hr. 280.00
(c) above 0.75 cum 1200.00 Hr. 380.00
22 Bull dozer
(a) upto 100 HP 400.00 Hr. 75.00
(b) above 100 & upto 175 HP 900.00 Hr. 180.00
(c) above 175 HP 1250.00 Hr. 320.00
23 (a)Boat (fiber body) power Driven with license 6 to 10 seat
capacity
650.00 Per hr. 150.00
23 (b)Boat (manually operated) with boatmen with license 6 to 10
seat capacity
550.00 Per hr. 80.00
24Grout pump including water hose, air hose, fittings, repairs
etc. 375.00 Day 75
25 Vibro compactor with operator 3500 Day 500
-
Extra for four wheel drive -
(b)
(c)
Model older than 2 years (two wheel drive)