Schedule of Rates-2012 - Roads and Bridges Department

GOVERNMENT OF SIKKIM
PUBLIC WORKS DEPARTMENT
SCHEDULE OF RATES
2012
CIVIL WORKS
1

INTRODUCTION
PREFACE
The book of specification is the primary requirement for the preparation of any analysis of rates
and execution of the work and this analysis of rates have been prepared broadly based on the
following:
PART A: BUILDINGS AND OTHER WORKS: CPWD Specifications.
PART B: ROADS AND RIVER TRAINING WORKS: MoRTH and IRC specifications.
The rates have been prepared after detailed discussion and constant interaction between the
Engineers, representatives from Finance Revenue & Expenditure Department, Development
Planning Economic Reforms and NE Affair Department and the Department of Economic,
Statistics Monitoring & Evaluation (DESME).
LABOUR RATES:
The existing market labour rates are considerably higher than that of the Government approved
rates. Considering all these factors and to make the Schedule of Rates more realistic, the
minimum rates at which the different labours are available in the market have been adopted for the
analysis.
MACHINERIES AND EQUIPMENTS:
MATERIALS
OVERHEADS:
The rates at which the machineries and equipments are available for hire in the market have been
adopted for the analysis.
Market survey was conducted at Siliguri and different places in Sikkim and accordingly the most
feasible rates have been adopted in the analysis which is inclusive of all taxes. Rates of Cement,
Steel, GCI sheets, Bitumen, GI and DI pipes were obtained from the STCS for the purpose.
The overhead adopted by the Central Public Works Department in their Analysis of Rates -2012
has been adopted except for specialized works. For such specialized works like foundation and
superstructure of bridges, the overheads as per the Standard Data Book of MoRT&H have been
adopted.
2

The overhead charge covers the following:
1. Site accommodation, setting up plant, access road, water supply, electricity and
general site arrangements.
2. Site office furniture, equipments and communications.
3. Documentation and “as built” drawings.
4. Labour camps with minimum amenities and transportation to work site.
5. Laboratory equipment for field testing / laboratory testing cost.
6. Minor T&P and instruments.
7. Watch and ward.
8. Traffic management during construction.
9. Expenditure on safeguarding environment (Env CESS)
10. Sundries.
11. Sales / Turn over tax.
12. Works insurance / compensation/ labour insurance.
13. Compulsory labour payment for one day against six days continuously present on
duty.
CONCLUSION:
A lot of effort has been made for the preparation of this Schedule of Rates. I convey my deep
appreciation and sincere thanks to all those who have worked hard in the preparation of this
document and I also convey my thanks to all the Members of the Committee who have contributed
actively in finalizing the Schedule of Rates-2012.
This Schedule of Rates is applicable to all the Civil Construction works in the State of Sikkim
executed through the Government Department / Private and Public Undertakings.
Although due care has been taken to make the schedule of rates more realistic and as correct as
possible, however, some errors cannot be ruled out and might have crept in inadvertently. In case,
any such errors or omissions are apparent, these may be brought to the notice of the Department
for necessary corrections. Lastly suggestions and feedback for further improvements are always
welcome.
3
(G S SHARMA)
Principal Chief Engineer cum Secretary,
Roads and Bridges Department,
Government of Sikkim

GOVERNMENT OF SIKKIM
ROADS AND BRIDGES DEPARTMENT
No: 657/GoS/R&B Dated: 25.04.2012
NOTIFICATION
In supersession of the Schedule of Rate – 2006 notified vide notification number 04/GoS/R&B/Gen/04-
05/262/R&BPWD/R&B dated 13 th March, 2007 and notification number 04/GoS/R&B/Gen/04-05/82PWD/R&B dated
24 th March, 2008, the State Government is hereby pleased to notify the Schedule of Rates-2012 for its
implementation as under, namely:
1. The Schedule of Rates appended to this Notification shall be termed as Schedule of Rates - 2012 and the
same shall be deemed to have been effective from the date of issue of this Notification.
2. The said Schedule of Rates shall be applicable to all the Civil Engineering Works under Government of
Sikkim, excluding Electrical Works under Energy and Power Department.
3. For calculation of the price escalation whenever required, the empirical formulae adopted under FIDIC
(Fédération Internationale Des Ingénieurs-Conseils, French for the International Federation of Consulting
Engineers) shall be followed.
4. The labour rates adopted in the analysis shall be for the purpose of analysis only.
5. The Labour CESS shall be added over and above the estimated cost.
6. If any CESS, is notified hence forth by the Government, it shall also be treated as per Sl. No. 5 above.
7. For the items which are not covered by this Schedule of Rates – 2012, the respective Department shall
prepare the Analysis based on Standard Data book of Central Public Works Department (CPWD) / Ministry
of Road Transport and Highways (MoRT&H) for Analysis of Rates duly adopting the overheads and
Contractor Profit as specified in this Schedule of Rates based on approved Government agencies rates.
8. Ministry of Road Transport and Highways MoRT&H and Indian Road Congress (IRC) Specification shall be
followed for Road and Bridge works and Central Public Works Department (CPWD) Specification for all
other works.
By order and in the name of the Governor.
4
(G S SHARMA)
Principal Chief Engineer cum Secretary,
Roads and Bridges Department,
Government of Sikkim

CHAPTER ITEMS Page No.
PART – I
BUILDING AND OTHER WORKS
1 PREPARATORY AND EARTH WORK
2 PREPARATORY WORKS
3 EARTH WORK IN HILL CUTTING WORKS
4 EARTH WORK IN FOUNDATION TRENCHES
5 FILLING WORKS
6 CEMENT MORTAR
7 CEMENT CONCRETE
8 REINFORCED CEMENT CONCRETE
9 CEMENT PLASTER WORKS
10 BUILDING PARTITION WORKS
11 FLOORING WORKS
12 MASONRY WORKS
13 DRAINAGE
14 FORM WORK
15 TIMBER WORKS AND DOOR FITTINGS
16 DOORS AND WINDOWS:
17 DOORS AND WINDOWS FITTINGS
18 STEEL AND ALUMINIUM WORKS
19 ROOFING WORKS
20 STEEL WORKS
21 ALUMINUM WORKS
22 PAINTING AND POLISHING WORKS
23 WATER SUPPLY AND SANITATION
24 SANITARY FITTINGS
25 CARRIAGES
26 THEORITICAL CONSUMPTION
27 BASIC RATES
5

PART- II
ROAD, BRIDGES & RIVER TRAINING WORKS
GENERAL NOTES
1 CARRIAGE OF MATERIALS
2 SITE CLEARANCE
3 EARTH WORK, EROSION CONTROL AND DRAINAGE
4 SUB-BASES, BASES (NON- BITUMINOUS) AND SHOULDERS
5 BASES AND SURFACE COURSES (BITUMINOUS)
6 CEMENT CONCRETE PAVEMENTS
7 GEOSYNTHETICS AND REINFORCED EARTH
8 TRAFFIC SIGNS, MARKINGS & OTHER ROAD APPURTENANCES
9 PIPE CULVERTS
10 MAINTENANCE OF ROADS
11 HORTICULTURE
12 FOUNDATIONS FOR BRIDGE WORKS
13 SUB-STRUCTURE FOR BRIDGE WORKS
14 SUPER-STRUCTURE FOR BRIDGE WORKS
15 RIVER TRAINING AND PROTECTION WORKS
16 REPAIR AND REHABILITATION OF BRIDGES
17 THEORITICAL CONSUMPTION
18 BASIC RATES
19 STANDARD TABLES AND USEFUL DATAS
6

PART – I : BUILDINGS AND OTHER WORKS
SCHEDULE OF RATES - 2012
S/N ITEMS UNIT RATES - 2012
1 PREPARATORY AND EARTH WORK
1.1 Quarrying of stone, stone chips, sand, earth etc. cum 300.00
1.2 Stone chips
1.2.1 10mm and down gauge. cum 1100.00
1.2.2 20mm and down gauge. cum 900.00
1.2.3 21mm to 25mm. cum 750.00
1.2.4 26mm to 38mm. cum 700.00
1.2.5 39mm to 64mm. cum 650.00
1.3 Sand. cum 350.00
1.4 Soil. cum 50.00
Chisel dressing of stone ( 20cm x 15cm x 15cm ) cum 13044.28
2 PREPARATORY WORKS
2.1 Clearing jungle including uprooting of rank vegetation,
grass, brush wood, trees and saplings of girth upto 30 cm
measured at a height of 1 m above ground level and
removal of rubbish upto a distance of 50 m outside the
periphery of the area cleared.
2.2 Clearing grass and removal of the rubbish upto a distance
of 50 m outside the periphery of the area cleared.
3 EARTH WORK IN HILL CUTTING WORKS:
3.1 Excavation in Hill Area in Soil by Mechanical Means in
3.1.1 Excavation in soil in hilly area by mechanical means
including cutting and trimming of side slopes and
disposing of excavated earth with all lifts and lead up to
1000 meters.
3.1.2 In case the land on the valley side is barren and there is
no objection for disposing of excavated earth on the
valley side, the provision of front end loader and tipper
shall be deleted as excavated earth shall be disposed off
on the valley side.
3.2 Excavation in Hill Area in Soil by Manual Means
3.2.1 Excavation in soil in hilly area by manual means
including cutting and trimming of side slopes and
disposing of excavated earth with all lifts and lead upto
50 meters.
7
sqm 3.90
sqm 1.97
cum 100.18
cum 54.67
cum 152.31

3.2.2 In case the land on the valley side is barren and there is
no objection for disposing of excavated earth on the
valley side, the provision of front end loader and tipper
shall be deleted as excavated earth shall be disposed off
on the valley side.
3.3 Excavation in Hilly Area in Ordinary Rock by
Mechanical Means not Requiring Blasting.
3.3.1 Excavation in hilly area in ordinary rock not requiring
blasting by mechanical means including cutting and
trimming of slopes and disposal of cut material with all
lift and lead upto 1000 meters.
3.3.2 In case the land on the valley side is barren and there is
no objection for disposing of excavated earth on the
valley side, the provision of front end loader and tipper
shall be deleted as excavated earth can be disposed off on
the valley side.
3.4 Excavation in Hilly Area in Ordinary Rock by Manual
Means not Requiring Blasting.
3.4.1 Excavation in hilly area in ordinary rock not requiring
blasting by Manual means including cutting and
trimming of slopes and disposal of cut material with all
lift and lead upto 50 meters.
3.4.2 In case the land on the valley side is barren and there is
no objection for disposing of excavated earth on the
valley side, the provision of front end loader and tipper
shall be deleted as excavated earth can be disposed off on
the valley side.
3.5 Excavation in Hilly Areas in Hard Rock Requiring
Blasting
3.5.1 Excavation in hilly areas in hard rock requiring blasting,
by mechanical means including trimming of slopes and
stacking of cut material with all lifts and lead upto 50
meters.
3.5.2 Excavation in hilly areas in hard rock requiring blasting,
by Manual means including trimming of slopes and
collection of 40% of cut material and disposal of rest of
the materials with all lifts and lead upto 50 meters.
3.6 Excavation in Hilly Areas in Hard Rock Blasting
Prohibited
3.6.1 Excavation in hilly areas in hard rock requiring blasting,
by Manual means including trimming of slopes and
stacking of 60% of cut material with all lifts and lead
upto 50 meters.
8
cum 102.20
cum
cum 152.96
cum 93.25
cum 268.98
cum 218.87
cum 238.79
cum 243.34
cum 207.25

4 EARTH WORK IN FOUNDATION TRENCHES:
4.1 Earth work in excavation by mechanical means
(Hydraulic Excavator )/ manual means in foundation
trenches or drains (not exceeding 1.5 m in width or 10
sqm on plan) including dressing of sides and ramming of
bottoms, lift upto 1.5 m, including getting out the
excavated soil and disposal of surplus excavated soil as
directed, within a lead of 50 m. All kinds of soil.
4.2 Excavation work by mechanical means (Hydraulic
Excavator)/ manual means in foundation trenches or
drains not exceeding 1.5 m in width or 10 sqm on plan
including dressing of sides and ramming of bottoms lift
upto 1.5 m, including getting out the excavated soil and
disposal of surplus excavated soils as directed, within a
lead of 50m. Ordinary rock
4.3 Excavation work by mechanical means (Hydraulic
Excavator)/ manual means in foundation trenches or
drains not exceeding 1.5 m in width or 10 sqm on plan
including dressing of sides and ramming of bottoms lift
upto 1.5 m, including getting out the excavated soil and
disposal of surplus excavated soils as directed, within a
lead of 50m. Hard rock (requiring blasting)
4.4 Excavation work by mechanical means (Hydraulic
Excavator)/ manual means in foundation trenches or
drains not exceeding 1.5 m in width or 10 sqm on plan
including dressing of sides and ramming of bottoms lift
upto 1.5 m, including getting out the excavated soil and
disposal of surplus excavated soils as directed, within a
lead of 50m. Hard rock (blasting prohibited)
4.5 Extra for every additional lift of 1.5 m or part thereof in
(All kinds of soil).
4.6 Extra for every additional lift of 1.5 m or part thereof in
(Ordinary or hard rock).
5 FILLING WORKS
5.1 Filling inside plinth in building works with 23cm layers,
consolidated to 15cm including watering, ramming etc,
all complete.
5.2 Filling with available excavated earth in trenches, plinth
and side of foundation in building works with layers not
exceeding 20cm in depth including consolidation of each
layer by ramming, watering etc, all complete.
5.3 Sand filling in building works in layer not exceeding
20cum including watering, ramming etc, all complete.
5.4 Providing and laying hand packed stone filling in
building works with clean hard selected stones, all
complete.
9
cum 164.74
cum 257.17
cum 496.98
cum 515.33
29.00
52.20
cum 126.44
cum 68.44
cum 464.75
cum 359.60

5.5 5.5.1
5.5.2
Providing and laying hand packed stone soling in
buildings works with clean hard selected stones, all
complete. (Manual means)
Providing and laying hand packed stone soling in
buildings works with clean hard selected stones, all
complete. (Mechanical means)
CEMENT CONCRETE
6 CEMENT MORTAR
Providing and laying cement mortar in specified mix
including curing etc. all complete:
10
Cum
Cum
560.28
464.56
6.1 Cement mortar 1:1 (1cement: 1clean coarse sand) cum 9218.78
6.2 Cement mortar 1:2 (1cement, 2 clean coarse sand). cum 6095.98
6.3 Cement mortar 1:3 (1cement, 3 clean coarse sand). cum 5012.85
6.4 Cement mortar 1:4 (1cement, 4 clean coarse sand). cum 3903.76
6.5 Cement mortar 1:5 (1cement, 5 clean coarse sand). cum 3306.55
6.6 Cement mortar 1:6 (1cement, 6 clean coarse sand). cum 2794.66
7 CEMENT CONCRETE: (cast in situ)
7.1 Providing and Laying in position cement concrete of
specified grade including compacting curing etc all
complete.
7.1.1 1:1:2 (1cement, 1coarse sand, 2 graded stone aggregate
of 20mm nominal size)
7.1.2 1:1.5:3 (1cement, 1.5 coarse sand,3 graded stone
aggregate of 20mm & down size)
7.1.3 1:2:4 mix. (1 cement, 2 coarse sand, 4 graded stone
aggregate of 20mm & down size)
7.1.4 1:2:4 mix. (1 cement, 2 coarse sand, 4 graded stone
aggregate of 40mm & down size)
7.1.5 1:3:6 mix. (1 cement, 3 coarse sand, 6 stone aggregate
of 20mm & down size)
7.1.6 1:3:6 mix. (1 cement, 3 coarse sand, 6 stone aggregate
of 40mm & down size)
7.1.7 1:4:8 mix. (1 cement, 4 coarse sand, 8 stone aggregate of
40mm & down size)
7.1.8 1:5:10 mix.(1cement, 5 coarse sand, 10 stone aggregate
of 40mm & down size)
cum 7030.06
cum 5427.24
cum 4608.12
cum 4420.20
cum 3821.97
cum 3563.29
cum 3136.71
cum 2795.45

7.2 Providing & Laying in position cement concrete of
specified grade including compacting curing etc all
complete with Recron 3S of fiber length 6 or 12 mm
(125 gm of recron 3S per a bag of cement) as per the
direction of Engineer in Charge.
7.2.1 1:1:2(1cement, 1coarse sand, 2 graded stone aggregate of
20mm nominal size)
7.2.2 1:1.5:3 (1cement, 1.5 coarse sand,3 graded stone
aggregate of 20mm & down size)
7.2.3 1:2:4 mix.(1 cement, 2 coarse sand, 4 graded stone
aggregate of 20mm & down size)
7.2.4 1:2:4 mix.(1 cement, 2 coarse sand, 4 graded stone
aggregate of 40mm & down size)
7.2.5 1:3:6 mix.(1 cement, 3 coarse sand, 6 stone aggregate of
20mm & down size)
7.2.6 1:3:6 mix.(1 cement, 3 coarse sand, 6 stone aggregate of
40mm & down size)
7.2.7 1:4:8 mix. (1 cement, 4 coarse sand, 8 stone aggregate of
40mm & down size)
7.2.8 1:5:10 mix.(1cement, 5 coarse sand, 10 stone aggregate
of 40mm & down size)
7.3 Providing and Laying damp proof coarse 40 mm thick
with cement concrete 1:2:4 ( 1 cement, 2 Clean coarse
sand, 4 graded stone aggregate 12.5 mm & nominal size)
as per the direction of Engineer in Charge.
7.4 Providing and Laying damp proof course 40 mm thick
with cement concrete 1:2:4 ( 1 cement, 2 Clean course
sand, 4 graded stone aggregate 12.5 mm nominal size)
with Recron 3S of fiber length 6 or 12 mm (125 gm of
recron 3S per a bag of cement) as per the direction in
Engineer in Charge.
8 REINFORCED CEMENT CONCRETE CAST IN SITU
8.1 Providing and Laying in position specified grade of
reinforced cement concrete excluding the cost of form
work, finishing and reinforcements.
8.1.1 1:1:2 ( 1 cement: 1 coarse sand : 2 graded stone
aggregate 20mm and down nominal gauge size)
8.1.2 1:1.5:3 Mix (1cement, 1.5 coarse sand 3 graded stone
aggregate 20mm and down nominal gauge)
8.1.3 1:2:4 (1cement,2coarse sand, 4 graded stone aggregate of
20mm nominal size).
11
cum 7666.91
cum 5844.84
cum 4942.20
cum 4754.28
cum 4051.65
cum 3792.97
cum 3225.45
cum 2863.31
sqm 224.37
sqm 232.39
cum 7271.05
cum 5495.67
cum 4849.11

8.2 Providing & Laying in position specified grade of
reinforced cement concrete of nominal mix excluding
the cost of form work, finishing & reinforcements with
Recron 3S of fiber length 6 or 12 mm (125 gm of recron
3S per a bag of cement) as per the direction of Engineer
in Charge.
8.2.1 1:1:2 ( 1 cement: 1 coarse sand : 2 graded stone
aggregate 20mm and down nominal gauge size)
8.2.2 1:1.5:3 Mix (1cement, 1.5 coarse sand 3 graded stone
aggregate 20mm and down nominal gauge)
8.2.3 1:2:4 (1cement,2coarse sand, 4 graded stone aggregate of
20mm nominal size).
9 CEMENT PLASTER WORKS:
9.1 Providing and Laying 12mm thick cement plaster of
specified mix in single coat including finishing even and
smooth and curing complete.
12
cum 7907.90
cum 5913.27
cum 5183.19
9.1.1 1:3 Mix sqm 132.30
9.1.2 1:4 mix. sqm 116.33
9.1.3 1:5 Mix sqm 107.73
9.1.4 1:6 Mix. sqm 100.36
9.2 Providing and Laying 15mm thick cement plaster of
specified mix in single coat including finishing even and
smooth and curing etc all complete.
9.2.1 1:3 Mix sqm 155.13
9.2.2 1:4 mix. sqm 136.05
9.2.3 1:5 Mix sqm 125.78
9.2.4 1:6 Mix. sqm 116.97
9.3 Providing and Laying 20mm thick cement plaster of
specified mix in single coat including finishing even and
smooth and curing etc all complete.
9.3.1 1:3 Mix sqm 191.46
9.3.2 1:4 mix. sqm 166.61
9.3.3 1:5 Mix sqm 153.24
9.3.4 1:6 Mix. sqm 141.77

9.4 Providing and Laying 12mm thick cement plaster of
specified mix with Recorn 3S having a fiber length of
4.8 mm ( 100 gm / bag of cement) in single coat
including finishing even and smooth and curing complete
.
9.4.1 1:3 Mix sqm 139.12
9.4.2 1:4 mix. sqm 121.41
9.4.3 1:5 Mix sqm 111.91
9.4.4 1:6 Mix. sqm 103.70
9.5 Providing and Laying 15mm thick cement plaster of
specified mix with Recorn 3S having a fiber length of
4.8 mm ( 100 gm / bag of cement) in single coat
including finishing even and smooth and curing etc all
complete.
9.5.1 1:3 Mix sqm 163.27
9.5.2 1:4 mix. sqm 142.11
9.5.3 1:5 Mix sqm 130.73
9.5.4 1:6 Mix. sqm 120.96
9.6 Providing and Laying 20mm thick cement plaster of
specified mix with Recorn 3S having a fiber length of 4.8
mm (100 gm / bag of cement) in single coat including
finishing even and smooth and curing etc all complete.
9.6.1 1:3 mix. sqm 202.06
9.6.2 1:4 mix. sqm 174.51
9.6.3 1:5 Mix sqm 159.68
9.6.4 1:6 Mix. sqm 146.97
9.7 Extra for plastering exterior walls of height more than
10m from G.L. for every additional height of 3m or part
thereof.
9.8 POINTING ON BRICKS / STONE WORKS
9.8.1 Pointing on bricks works with 1:3 mix cement mortar (1
cement, 3 fine sand) ( Raised or cut pointing)
9.8.2 Pointing on stone works with 1:3 mix cement mortar
(1 cement, 3 fine sand) (raised or cut pointing)
9.10. FINISHING
9.10.1 Providing and laying plaster of paris putty of 2mm thick
over plastered surface to prepare the surface even and
smooth all complete:
13
sqm 15.66
sqm 1214.86
sqm 1209.83
sqm 90.08

10 BUILDING PARTITION WORKS
10.1 Providing and laying first class brick work in half brick
thick in superstructure of standard size bricks with 1:4
cement mortar (1 cement and 4 course sand) including
carriage of bricks up to work site, curing etc all complete.
10.2 Providing and Laying first class brick work in one brick
thick in superstructure of standard size bricks with 1:5
cement mortar (1cement and 5 clean coarse sand) as per
the direction of Engineer in Charge including curing etc
all complete.
10.3 Providing and Laying first class brick masonry in one
and half brick thick wall in superstructure with 1:6
cement mortar (1 cement, 6 clean coarse sand) as per the
direction of Eng.-in-charge including curing etc. all
complete.
10.4 Providing Ekra walling with matured bamboo spits with
20mm thickness. Cement plaster 1:3mix (1cement,
3clean coarse sand) on both sides as per the direction of
Engineer in Charge including curing complete.
10.5 Providing and Laying 15cmx 23cm.x40cm size hollow
blocks made with 1:3:6 c.c. (1cement, 3 clean coarse
sand, 6 clean hard graded stone chips) in 1:4 c.m.
(1cement, 4 clean coarse sand) as per the direction of
Engineer in Charge including curing complete.
10.6 Providing and Laying solid block (10cmx15cmx30cm) of
1:3:6 c.c (1cement, 3clean coarse sand, 6clean hard stone
chips of 20mm nominal gauge) in 1:4 c.m. (1cement,
4clean coarse sand) including curing complete.
10.7 Providing and Laying first class brick work in half brick
thick in superstructure of standard size bricks with 1:4
cement mortar (1 cement and 4 coarse sand) mixed with
Recron 3S of fiber length 4.8 mm ( 100 gm/bag of
cement) as per the direction of Engineer in Charge
including curing etc all complete.
10.8 Providing and Laying first class brick work in one brick
thick in superstructure of standard size bricks with 1:5
cement mortar (1cement and 5 clean coarse sand) mixed
with Recron 3S of fiber length 4.8 mm ( 100 gm/bag of
cement) as per the direction of Engineer in Charge
including curing etc all complete.
10.9 Providing and Laying first class brick masonry in one
and half brick thick wall in superstructure with 1:6
cement mortar (1 cement, 6 clean coarse sand)
mixed with Recron 3S of fiber length 4.8 mm ( 100
gm/bag of cement) as per the direction of Engineer in
Charge including curing etc. all complete.
14
sqm 639.14
cum 5399.93
cum 5327.85
sqm 503.40
sqm 583.37
sqm 945.72
sqm 649.01
cum 5471.85
cum 5770.40

10.10 Providing Ekra walling with matured bamboo spits with
20mm thickness. cement plaster 1:3mix (1cement, 3clean
coarse sand) mixed with Recron 3S of fiber length 4.8
mm ( 100 gm/bag of cement) on both sides as per the
direction of Engineer in Charge including curing
complete.
10.11 Providing and Laying 15cmx 23cm.x40cm size hollow
blocks made with 1:3:6 c.c. (1cement, 3 clean coarse
sand, 6 clean hard graded stone chips) in 1:4 c.m.
(1cement, 4 clean coarse sand) mixed with Recron 3S of
fiber length 4.8 mm (100 gm/bag of cement) as per the
direction of Engineer in Charge including curing
complete.
10.12 Providing and Laying solid block (10cmx15cmx30cm) of
1:3:6 c.c (1cement, 3clean coarse sand, 6clean hard stone
chips of 20mm nominal gauge) in 1:4 c.m. (1cement,
4clean coarse sand) mixed with Recron 3S of fiber length
4.8 mm (100 gm/bag of cement) as per the direction of
Engineer in Charge including curing complete.
11 FLOORING WORKS
11.1 Providing and Laying of 18mm thick 30 cm height
cement plaster skirting with cement mortar 1:3
(1cement,3coarse sand) finished with a floating coat of
neat cement including rounding of junctions and curing
complete.
11.2 Providing and Laying of 21mm thick 30 cm height
cement plaster skirting with cement mortar 1:3
(1cement,3coarse sand) finished with a floating coat of
neat cement including rounding of junctions and curing
complete.
11.3 Providing and Laying 40 mm thick 1:2:4 c.c. (1cement,
2coarse sand,4 of 12.5mm and down stone aggregate)
flooring with floating coat of neat cement to give a
smooth surface in not exceeding 02 sqm including cost of
glass strips and curing etc complete in all building floors
wherever specified.
11.4 Providing and Laying 40 mm thick with Recorn 3S
polyester fiber of specified length (anti seepage /
cracking) in 1:2:4 c.c. (1cement, 2 coarse sand, 4 stone
aggregate of size 12.5mm and down )flooring with
floating coat of neat cement to give a smooth surface in
not exceeding 02 sqm. including cost of glass strips and
curing etc with complete in all building floors wherever
specified.
15
sqm 527.82
sqm 604.66
sqm 955.60
sqm 215.99
sqm 249.80
sqm 295.73
sqm 313.48

11.5 Providing and Laying 40 mm thick Ironite flooring in
1:2:4 c.c. (1cement, 2coarse sand,4 stone aggregate of
size 12.5mm and down )flooring with floating coat of
neat cement to give a smooth surface in not exceeding 02
sqm. including cost of glass strips and curing etc all
complete in all building floors wherever specified.
11.6 Providing and Laying 40 mm thick 1:2:4 c.c. (1cement,
2coarse sand,4 stone aggregate of size 12.5mm and
down )flooring with floating coat of neat cement to give
a smooth surface in not exceeding 02 sqm. (without glass
strip) curing etc complete in all building floors wherever
specified.
11.7 Extra for making chequers of approved pattern in C.C
floors over item No.13.3
11.8 Providing and Laying 18mm thick with under layer of
12mm thick cement plaster 1:3 red oxide plaster skirting
up to 30cm height with top layer of 6mm thick plaster of
cement Red oxide mix c.m. 1:3 using 3.5kg red oxide of
iron per 50kg of cement finished with a floating coat of
neat similar cement red oxide mix including rounding of
junctions and curing complete.
11.9 Providing and Laying 21mm thick with under layer of
15mm thick cement plaster 1:3 red oxide plaster skirting
up to 30cm height with top layer of 6mm thick plaster of
cement Red oxide mix 1:3 c.m using 3.5kg red oxide of
iron per 50kg of cement finished with a floating coat of
neat cement including rounding of junctions and curing
complete.
11.10 Providing and Laying. 40 mm thick Red oxide flooring
with under layer 30mm thick c.c. 1:2:4 and top layer of
10mm thick plaster of red oxide and cement mix cement
mortar 1:3 finished with a floating coat of neat similar
cement red oxide mix including cement slurry, rounding
of junction all complete:
11.11 Providing and Laying 40mm thick marble chips flooring
in light shade pigment with white cement rubbed and
polished with under layer of c.c. 1:2:4 (1cement, 2coarse
sand, 4graded stone aggregate of 12.50mm size) and top
layer of marble chips laid in cement marble powder mix
3:1 (3cement, 1marble powder) by weight in proportion
of 4:7 ( 4 cement marble powder mix : 7 marble chips)
by volume including cement slurry, pigments, curing etc.
all complete.
16
sqm 305.59
sqm 274.14
sqm 24.36
sqm 380.34
sqm 407.78
sqm 511.72
sqm 835.69

11.12 Providing and laying 40mm thick mosaic flooring
medium shade pigment with ordinary cement 50% and
white cement 50% rubbed and polished with under layer
of c.c. 1:2:4 (1cement, 2coarse sand, 4graded stone
aggregate of 12.50mm size) and top layer of marble chips
laid in cement marble powder mix 3:1(3cement, 1marble
powder) by weight in proportion of 4:7 ( 4 cement
marble powder mix : 7 marble chips) by volume
including cement slurry, pigments curing etc. all etc
complete.
11.13 Providing and laying. 40mm thick mosaic flooring dark
shade with ordinary cement rubbed and polished with
under layer of c.c. 1:2:4 (1cement, 2coarse sand, 4graded
stone aggregate of 12.50mm size) and 6mm top layer of
marble chips laid in cement marble powder mix 3:1
(3cement, 1marble powder) by weight in proportion of
4:7 (4 cement marble powder mix: 7 marble chips) by
volume including cement slurry, pigment, curing etc.
complete.
11.14 Providing and laying. 18mm thick (up to 30 cm high)
marble chips skirting (light shade), rubbed and polished
of top layer 6mm thick marble chips of size 1mm to 4mm
nominal size laid in cement marble powder mix 3:1
(3cement, 1marble powder) by weight in proportion of
4:7(4cement marble powder mix, 7marble chips) by
volume including rounding the edges, curing etc
complete.
11.15 Providing and Laying. 21mm thick (up to 30 cm high)
marble chips skirting (light shade), rubbed and polished
of top layer 6mm thick marble chips of size 1mm to 4mm
nominal size laid in cement marble powder mix 3:1
(3cement, 1marble powder) by weight in proportion of
4:7(4cement marble powder mix, 7marble chips) by
volume including rounding the edges, curing etc
complete.
11.16 Extra for providing and fixing glass strips in joints of
marble chips / Cement concrete floors.
11.17 Extra for laying terroza flooring on stair case treads not
below 30 cm in width including cost of forming, nosing
etc.
11.18 Providing and Laying flooring with marble stone slabs
flooring of size not less than 1.0 sqm of 20mm thick laid
over 20mm(average)1:4cm thick bare laid cement
concrete and joint treated with white cement, mixed with
matching pigment, curing including rubbing to give a
granite finish, as per the direction of Engineer in Charge
and carriage of material up to work site, all complete
(Zebra black marble or equivalent)
17
sqm 793.73
sqm 751.77
sqm 878.81
sqm 983.63
sqm 31.26
sqm 36.54
sqm 1721.62

11.19 Providing and Laying marble stone slabs 20mm thick
marble stone slabs flooring of size not less than 1.0 sqm
of 20mm thick laid over 20mm(average)1:4cm thick
bare laid cement concrete and joint treated with white
cement, mixed with matching pigment, curing including
rubbing to give a granite finish, as per the direction of
Engineer in Charge and carriage of material up to work
site, all complete (Raj agar Plain Marble / Udaipur green
marble or equivalent)
11.20 Providing and Laying flooring with granite marble stone
slabs 20mm thick granite stone slabs flooring of size not
less than 1.0 sqm of 20mm thick laid over 20mm
(average) 1:4cm thick bare laid cement concrete and joint
treated with white cement, mixed with matching pigment,
curing including rubbing to give a granite finish, as per
the direction of Engineer in Charge and carriage of
material up to work site, all complete.
18
sqm 2258.12
sqm 2693.12
11.21 Extra for marble stone flooring for treads of steps. RM 197.20
11.22 Extra for nosing in marble stone for treads. RM 136.30
11.23 Providing and Laying 20mm thick marble stone in
Risers of steps, skirting and pads, walls, pillars etc laid
on 10mm thick base c.m. 1:3 and joint treated with white
cement, mixed with matching pigment, curing including
rubbing to give a granite finish, as per the direction of
Engineer in Charge and carriage of material up to work
site, all complete (Zebra black marble or equivalent)
11.24 Providing and Laying 20mm thick marble in Risers of
steps, skirting and pads, walls, pillars etc laid on 10mm
thick base c.m. 1:3 and joint treated with white cement,
mixed with matching pigment, curing including rubbing
to give a granite finish, as per the direction of Engineer in
Charge and carriage of material up to work site, all
complete (Raj agar Plain Marble / Udaipur green marble
or equivalent)
11.25 Providing and Laying 20mm thick granite stone in Risers
of steps, skirting and pads, walls, pillars etc laid on
10mm thick base c.m. 1:3 joint treated with white
cement, mixed with matching pigment, curing including
rubbing to give a granite finish, as per the direction of
Engineer in Charge and carriage of material up to work
site, all complete.
11.26 Providing and Laying. 25mm thick kota stone slab
flooring over 20mm thick 1:4 cm base laid and jointed
with grey cement slurry mixed with pigment to match the
shade of the slab including cutting, rubbing and polishing
complete.
sqm 1924.44
sqm 2460.93
sqm 2895.93
sqm 1144.41

11.27 Providing and Laying kota stone slabs 25mm thick in
Risers of steps, skirting dado and walls laid on 12mm
thick (average) thick base of c.m. 1:3 (1 cement, 3 coarse
sand) and jointed with grey cement slurry mixed with
pigments to match the shade of the slab including cutting,
rubbing and polishing complete.
11.28 Providing & Laying white or colored glazed vitrified tiles
of Orient / Somani or equivalent colour in flooring,
treads of steps landing etc laid on a bed of 15mm, cm 1:3
(1cement, 3coarse sand) finished with flush pointing with
white cement slurry.
11.29 Providing and Laying white or colored glazed vitrified
tiles of classic colour or equivalent in flooring, treads of
steps landing etc laid on a bed of 15mm, cm 1:3
(1cement, 3coarse sand) finished with flush pointing with
white cement slurry.
11.30 Providing and Laying white or colored glazed vitrified
tiles Pearl (white, marvel Atlanta, jet black etc or
equivalent) in flooring, treads of steps landing etc laid on
a bed of 15mm, cm 1:3 (1cement, 3coarse sand) finished
with flush pointing with white cement slurry.
11.31 Providing and Laying white or colored glazed tiles of
size 200mm x 300mm of plain/normal prints colours
(white, grey, ivory, platinum, cream, glacier white,
summers and, beach, wood duro, melody, or equivalent)
in skirting, risers of steps and Dados on 12mm thick
cement plaster (1cement, 3coarsed sand) 1:3 bare and
jointed with white cement slurry.
11.32 Providing and Laying Chequers tiles in on flooring over
12mm thick cement plaster (1cement, 3coarsed sand) 1:3
bare and jointed with white cement slurry.
11.33 Providing and Laying white or colored or ceramic glazed
tiles of size 200mm x 300mm luster printed ( loreno,
bronzo, colubia or equivalent) in skirting, risers of steps
and Dados on 12mm thick cement plaster (1cement,
3coarsed sand) 1:3 bare and jointed with white cement
slurry.
11.34 Providing and Laying white or colored or ceramic glazed
tiles of size 200mm x 300mm Special colour(black,
burgundy, pink, midnight blue, alpine blue or
equivalent) in skirting, risers of steps and Dados on
12mm thick cement plaster (1cement, 3coarsed sand) 1:3
bare and jointed with white cement slurry.
11.35 Providing and Laying plain colored glazed ceramic tiles
of size 300mm x 300mm in plain colours (white, grey,
ivory platinum, leather brown etc or equivalent), on
floors landing etc laid on a bed of 15mm, cm 1:3
(1cement, 3coarse sand) finished with flush pointing with
white cement slurry.
19
sqm 1337.93
sqm 1517.70
sqm 1571.53
sqm 2077.97
sqm 970.58
sqm 855.59
sqm 1017.00
sqm 1150.99
sqm 835.62

11.36 Providing and Laying colored glazed tiles of special
colour( black, sorrento, maroon, cotto, kota green, sand
dune, fume colour, droplets etc. or equivalent) in
flooring, treads of steps landing etc of size 300mm x
300mm laid on a bed of 15mm, cm 1:3 (1cement, 3coarse
sand) finished with flush pointing with white cement
slurry.
11.37 Providing and Laying white or colored glazed tiles anti
skid ( elegant, cashmere, Egyptian rustic, celebrity, lara
etc or equivalent) of glossy series or celebrity, elegant or
equivalent in flooring, treads of steps landing etc of size
300mm x 300mm laid on a bed of 15mm, cm 1:3
(1cement, 3coarse sand) finished with flush pointing with
white cement slurry.
11.38 Providing & Laying 40 mm thick Red oxide flooring
with Recorn 3S polyester fiber (anti seepage/cracking)
under layer 30mm thick c.c. 1:2:4 and top layer of 10mm
thick plaster of red oxide and cement mix cement mortar
1:3 finished with a floating coat of neat similar cement
red oxide mix including cement slurry, rounding of edges
and junctions, strips and curing etc, all etc complete.
12 MASONRY WORKS
12.1 Providing and Laying Plum concrete in 1:2:4 c.c.
(1cement, 2coarse sand, 4clean hard graded stone chips
of 20 mm down nominal gauge) with 50% clean hard
stone of sizes not exceeding 15cm including shuttering,
compacting and curing complete, as per the direction of
Engineer in Charge.
12.2 Providing and Laying Plum concrete in 1:4:8 c.c.
(1cement, 4 coarse sand, 8 clean hard graded stone chips
of 40 mm down nominal gauge) with 50% clean hard
stone of sizes not exceeding 15cm including shuttering,
compacting and curing complete, as per the direction of
Engineer in Charge.
12.3 Providing and laying Hand Packed wall with clean hard
selected stone including centering aligning and
slopes/curves etc, complete as per the direction of
Engineer in Charge.
12.4 Providing and Laying Random Rubble Stone Masonry
wall with hammer dressed with bond stone, through stone
of size 150mm x 150mm x 450mm manufactured in 1:4:8
(1cement, 4 clean coarse sand, 8 clean hard stone
aggregate of size 40 mm and down) clean hard selected
stone, including centering aligning and slopes/curves etc,
complete as per the direction of Engineer in Charge
20
sqm 993.95
sqm 993.95
sqm 524.27
cum 3441.42
cum 2705.71
cum 488.65
cum 884.89

12.5 Gabian Structure (Providing and construction of a gabain
structure with segments of wire crates of size 7 m x 3 m x 0.6
m each divided into 1.5 m compartments by cross netting,
made from 4 mm galvanised steel wire @ 32 kg per 10sqm
having minimum tensile strength of 300 Mpa conforming to
IS:280 and galvanizing coating conforming to IS:4826, woven
into mesh with double twist, mesh size not exceeding 100 x
100 mm, filled with boulders with least dimension of 200 mm,
all loose ends to be tied with 4 mm galvanised steel wire
12.6 Providing and Laying Random Rubble Stone Masonry in
1:3:6 c.c. (1 cement, 3 sand, 6 clean hard graded stone
chips, size 40mm gauge) including bond stone, through
stone of size 150mm x 150mm x 450mm manufactured
in 1:4:8 (1cement, 4 clean coarse sand, 8 clean hard stone
aggregate of size 40 mm and down) and curing etc,
complete as per the direction of Engineer in Charge,
excluding the cost of carriage of materials.
12.7 Providing and Laying. Random Rubble Stone Masonry in
1:4:8 c.c. (1cement, 4 sand, 8 clean hard graded stone
chips of 40 mm nominal gauge) including bond stone,
through stone of size 150mm x 150mm x 450mm
manufactured in 1:4:8 (1cement, 4 clean coarse sand, 8
clean hard stone aggregate of size 40 mm and down),
curing etc , complete as per the direction of Engineer in
Charge excluding the cost of carriage of materials.
12.8 Providing and laying. coarse Rubble Stone Masonry with
hammer dressed clean hard selected stone in 1:3:6c.c. (1
cement, 3 sand, 8 clean hard graded stone ships of size
40mm) including bond stone, through stone of size
150mm x 150mm x 450mm manufactured in 1:4:8
(1cement, 4 clean coarse sand, 8 clean hard stone
aggregate of size 40 mm and down) and curing etc,
complete as per the direction of Engineer in Charge
excluding the cost of carriage of materials.
12.9 Providing and laying. coarse Rubble Stone Masonry in
1:4:8 c.c. ( 1 cement, 4 sand, 8 clean hard graded stone
chips of size 40mm and down) including bond stone,
through stone of size 150mm x 150mm x 450mm
manufactured in 1:4:8 (1cement, 4 clean coarse sand, 8
clean hard stone aggregate of size 40 mm and down), and
curing etc, complete as per the direction of Engineer in
Charge excluding the cost of carriage of materials.
12.10 Providing and laying. Chisel Dressed Stone Masonry
with chisel dressed clean hard selected stone in 1:5
Cement Mortar (1cement, 5 coarse sand) including
centering, lining and curing etc as per the direction of
Engineer in Charge, all complete.
21
cum 1786.11
cum 2722.26
cum 2467.24
cum 2971.66
cum 2766.09
cum 10861.19

12.11 Providing and laying parapet of standard size on 1:2:4
(1cement, 2coarse sand, 4clean hard graded stone chips
of 20 mm down nominal gauge) plum concrete and
plastering with 1:4 mix cement mortar of 12mm thick
with recron 3S with lime washing three or more coats,
complete as per the direction of the Engineer- in-
Charge.
12.11.1 45cm height, 30 cm top and 45 cm bottom RM 834.62
12.11.2 60cm height, 45 cm top and 60cm bottom RM 1474.94
13 DRAINAGE
13.1 Providing standard 'V' shaped drain with hammer dressed
clean hard selected stones and finished with cement
pointing in 1:4 cement mortar including curing etc
complete, as per the direction of the Engineer in Charge.
13.2 Providing box drain of 30 cm (ht) x 45 cm (width)
internal dimension with 1:2:4 Plum concrete (20mm &
down) in side walls thickness of 23 cm (hill side) and 30
cm (road side) and 1:3:6 (20 mm & down) base concrete
of thickness of 15 cm with standard specification over
15 cm stone soling including providing & laying guard
stones complete, as per the direction of the Engineer in
Charge.
13.3 Providing box drain of 60 cm (ht) x 45 cm (width) of
internal dimension with 1:2:4 Plum concrete (40mm &
down) side wall thickness of 23 cm (hill side) and 30 cm
(road side) with1:3:6 (20 mm & down) base concrete of
thickness of 15 cm with standard specification over 15
cm stone soling including providing & laying guard
stones, complete as per the direction of the Engineer-in-
Charge.
13.4 Providing U shaped drain of 23cm (ht) x 23 cm (width)
of internal dimension with 1:2:4 Plum concrete (40mm &
down) side wall thickness of 23 cm on both side with
1:3:6 (20 mm & down) base concrete of thickness of 15
cm with standard specification over 15 cm stone soling
including 1:3 cement plaster with neat cement polishing
& rounding of junction, as per the direction of the
Engineer in Charge.
13.5 Providing and laying Hume pipe semicircular drain 23
cm internal dimension 1:2:4 Plum concrete (40mm &
down) side wall thickness of 23 cm (hill side) and 30 cm
(road side) with1:3:6 (20 mm & down) base concrete of
thickness of 75mm with standard specification over 15
cm stone soling including providing & laying guard stone
complete as per the direction of Engineer in Charge.
22
RM 185.77
RM 1259.90
RM 1867.95
RM 694.29
RM #REF!

13.6 Providing and laying standard 'V' shaped drain with
cement concrete base in 1:2:4 (1 cement, 2 clean coarse
sand, 4 stone chips 20mm and down) mix of 100mm
thick over clean hard selected stones soling of 150mm
thick and 1:2:4 (1 cement, 2 clean coarse sand, 4 stone
chips 40mm and down) mix plum concrete along the
vertical side of thickness 150mm and depth 450mm
including curing, compacting, as per the direction of the
Engineer- in - Charge.
14 FORM WORK:
14.1 Providing, fixing & removing form work for casting
R.C.C items as indicated below: with imported timber
from outside the state)
23
RM 752.49
14.1.1 Beam, lintels, girders, bresumers and cantilevers. sqm 415.46
14.1.2 Foundation, footings, base of column etc for mass
concrete.
sqm 429.40
14.1.3 Wall sqm 441.06
14.1.4 Floor slab, roof slab, landing, balcony and access
platform.
sqm 630.75
14.1.5 Circular columns sqm 719.98
14.1.6 Square columns sqm 568.00
14.2 Providing, fixing & removing form work for casting
R.C.C items as indicated below: with locally available
timber)
14.2.1 Beam, lintels, girders, brersumers and cantilevers. sqm 371.49
14.2.2 Foundation, footings, base of column etc for mass
concrete.
sqm 363.77
14.2.3 Wall sqm 380.25
14.2.4 Floor slab, roof slab, landing, balcony and access
platform.
sqm 473.89
14.2.5 Circular columns sqm 608.86
14.2.6 Square columns sqm 511.89
15 TIMBER WORKS AND DOOR FITTINGS:
15.1 Providing, fitting and fixing of undressed local timber
(tooni, katus equivalent) in all types of frames complete.
15.1.1 With imported timber from outside the state. cum 26377.03
15.1.2 With locally available timber cum 21709.01
15.2 Providing, fitting and fixing of dressed local timber
(tooni, katus equivalent) in all types of frames complete.
15.2.1 With imported timber from outside the state. cum 33169.82

15.2.2 With locally available timber cum 28501.80
15.3 Providing, fitting and fixing of undressed sal timber in
all types of frames complete
15.3.1 With imported timber from outside the state. cum 54918.47
15.3.2 With locally available timber cum 44749.10
15.4 Providing, fitting and fixing of dressed sal timber in all
types of frames complete
15.4.1 With imported timber from outside the state. cum 61711.26
15.4.2 With locally available timber cum 51541.89
15.5 Providing, fitting and fixing 38mm flooring in local
timber equivalent to champ and panisaz and base frame
in timber equivalent to katus excluding the cost of
polishing and including the cost of one coat priming on
the base frame complete.
15.5.1 With imported timber from outside the state. sqm 2965.09
15.5.2 With locally available timber sqm 1889.83
15.6 Providing, fitting and fixing 38mm flooring in sal timber
over a frame of sal timber excluding the cost of polishing
and including cost of one coat priming on the base frame
complete.
15.6.1 With imported timber from outside the state. sqm 3777.01
15.6.2 With locally available timber sqm 3167.92
15.7 Providing / Fitting / Fixing 6mm thick ply false ceiling
/paneling in wooden frames of timber panisaz or
equivalent, excluding the cost of polishing and including
cost of one coat priming on unexposed frame all
complete.
15.7.1 With imported timber frame work sqm 1523.11
15.7.2 Frame work with locally available timber sqm 903.16
15.8 Providing / Fitting / Fixing 25mm ceiling in wooden
frames panisaz or equivalent including frame work
excluding the cost of polishing and priming all complete.
15.8.1 With imported timber sqm 2380.86
15.8.2 With locally available timber sqm 1989.74
15.9 Providing / Fitting / Fixing 25 mm thick false ceiling /
paneling of silver fir in wooden frames of timber
equivalent to Katus or pakha saaj or equivalent
excluding the cost of polishing and including cost of one
coat priming on unexposed frame all complete.
15.9.1 With imported timber sqm 2088.13
24
cum

15.9.2 With locally available timber sqm 886.27
15.10 Providing, fitting and fixing 25 mm thick false ceiling /
paneling of dhupi or local timber in timber frames of
timber equivalent to Katus or pakha saaj or equivalent
excluding the cost of polishing and including cost of one
coat priming on unexposed frame
15.10.1 With imported timber sqm 1886.06
15.10.2 With locally available timber sqm 1262.79
15.11 Providing, fitting and fixing 25mmx50mm dressed
ceiling, beads in timber equivalent to rani champ or
panisaz or same quality of timber used in ceiling work
all complete
15.11.1 With imported timber RM 86.55
15.11.2 With locally available timber RM 64.82
15.12 Providing, fitting and fixing 200mm x 25mm eaves board
in dressed sal timber with 50mmx25mm beads in the
same timber.
15.12.1 With imported timber RM 331.43
15.12.2 With locally available timber RM 274.61
15.13 Providing / Fitting / Fixing Gypsum board ceiling having
composite thickness of 67mm consisting of frames and
double skin 8.5mm thick glass reinforced gypsum (GRG)
board manufactured by spray suction technique with high
strength plaster of paris confirming to IS 8272 i/c
providing and fixing frame works made of special section
power pressed MS sheet and galvanized with Zinc
coating of grade 175and consisting of floor and ceiling
channel 50mm wide having equal flanges of 32mm width
0.50 m thick fixed to floor/ceiling at spacing 610 mm
centre to centre by 6mm dia. bolts and nuts to both ends
of ceiling (hang on truss)/ partition fixed on wall with
rawl plugs) at the spacing of 450mm c/c and fixing of
GRG boards to either frame work by 20mm long drive
screws on studs, floors, ceiling channel spacing of
300mm c/c i/c jointing and finishing to a flush finish with
recommended joints filler, join paper tapes i/c two coats
of primer suitable for GRG board as per manufacture
specification all complete:
sqm 1641.13
25

15.1 Providing / Fitting / Fixing in position suspended
exposed grid false ceiling using E-Board pearl (tested for
inflammability as per IS 11871)& E- Grid of grid size
1200 x 600 x/600 x 600 mm with main runners 39 x 24.7
mm cross Tee 29 x 24.7mm and wall angle 22.2 x 22.2
mm placing 4mm thick E-Board pearl in the grid of E-
Grid duly suspended with 4mm dia GI bars hangers
fixed with tee dash fastener of fro purlin of the roof with
butterfly clips & hold down clips, providing provision for
light fixtures air conditioning diffuser and ducts,
sprinklers, smoke, detectors i/c paintings water based
acrylic cement primer etc all complete:
16 DOORS AND WINDOWS:
16.1 Providing fitting and fixing in position of fully paneled
shutters in windows and doors of champ timber or
equivalent including steel butt hinges screws 12mm thick
panels etc complete.
26
sqm 1323.56
16.1.1 30mm thick panel door sqm 2609.42
16.1.2 32mm thick panel door sqm 2783.39
16.1.3 35mm thick panel door sqm 3044.33
16.1.4 40mm thick panel door sqm 3479.23
16.1.5 45mm thick panel door sqm 3914.14
16.1.6 50mm thick panel door sqm 4349.04
16.2 P/F/F in position of fully glazed shutters in windows and
doors of champ wood or equivalent including steel butt
hinges, screws, 3mm glass panes of modi guard or
equivalent etc complete.
16.2.1 30mm sqm 2073.78
16.2.2 32mm sqm 2204.68
16.2.3 35mm sqm 2411.37
16.2.4 40mm sqm 2755.85
16.2.5 45mm sqm 3100.33
16.2.6 50mm sqm 3444.81
16.3 P/F/F of half paneled and half glazed (4 mm thick water
proof ply of modi guard or equivalent) as per the
thickness specified using champ wood or equivalent
including steel butt hinges with necessary screws
complete.
16.3.1 30mm sqm 2042.40

16.3.2 32mm sqm 2178.56
16.3.3 35mm sqm 2382.80
16.3.4 38mm sqm 2723.20
16.3.5 45mm sqm 3063.60
16.3.6 50mm sqm 3404.00
16.4 Providing, fitting and fixing water proof flush door
shutters, solid block hard core construction with frame of
1st class hard timber with well matched 3mm teak ply
decorative type on one faces of the shutters including
hinges with screws complete.
16.4.1 30mm sqm 2373.50
16.4.2 32mm sqm 2531.73
16.4.3 35mm sqm 2769.08
16.4.4 38mm sqm 3006.43
16.4.5 40mm sqm 3164.66
16.5 Providing fitting and fixing water proof flush doors
shutters, solid block hard core construction with frame of
1st class hard timber, with well matched 3mm
commercial ply (both faces) including hinges with screws
complete.
16.5.1 30mm sqm 2076.40
16.5.2 32mm sqm 2214.82
16.5.3 35mm sqm 2422.46
16.5.4 38mm sqm 2630.10
16.5.5 40mm sqm 2768.53
16.6 Providing, fitting and fixing battened door in 30mm thick
1st class timber of champ timber, panisaj or equivalent
with hinges and screws in iron all complete.
16.7 Providing and fixing of 12mm thick and 100mm wide
pelmets with (25mm dia.) curtain' rods and brackets
including fixing with (25x3)mm M.S flat 10cm long and
plugs etc. complete in champ timber or equivalent with
necessary screws/nails.
27
sqm 1788.56
RM 245.40

16.8 Providing fitting fixing Fibre Glass reinforced plastic
door frames of cross section 90 x 45 mm having single
rebate of 32 mm x 15 mm to receive shutter of 30 mm
thickness. . The laminate shall be moulded with fire
retardant grade unsaturated polyester resin and chopped
Mat. Doorframe laminate shall be 2 mm thick and shall
be fitted with suitable wooden blocks in all the three legs.
The frame shall be covered with fibre glass from all
sides. MS stay shall be provided at the bottom to steady
the frame.
16.9 Providing and fixing to existing door shutter 30 mm thick
Glass Fibre Reinforced Polyester (FRP) paneled door
shutter of required colour and approved brand and
manufacture, made with fire-retardant grade unsaturated
polyester resin, moulded to 3 mm thick FRP laminate for
forming hollow rails and styles, with wooden blocks of
seasoned wood inside at required placed for fixing and
fittings, cast monolithically with 5 mm thick FRP
laminate for panels confirming to TADS 6: 1993 and / or
IS 14856-2000 including fixing to frames.
16.10 Providing fitting fixing Fibre Glass reinforced plastic
door frames of cross section 150 x 45 mm having single
rebate of 32 mm x 15 mm to receive shutter of 30 mm
thickness. . The laminate shall be moulded with fire
retardant grade unsaturated polyester resin and chopped
Mat. Doorframe laminate shall be 2 mm thick and shall
be fitted with suitable wooden blocks in all the three legs.
The frame shall be covered with fibre glass from all
sides. MS stay shall be provided at the bottom to steady
the frame.
16.11 Providing and fixing to existing door shutter 35 mm thick
Glass Fibre Reinforced Polyester (FRP) paneled door
shutter of required colour and approved brand and
manufacture, made with fire-retardant grade unsaturated
polyester resin, moulded to 3 mm thick FRP laminate for
forming hollow rails and styles, with wooden blocks of
seasoned wood inside at required placed for fixing and
fittings, cast monolithically with 5 mm thick FRP
laminate for panels confirming to TADS 6: 1993 and / or
IS 14856-2000 including fixing to frames.
16.12 Providing and fixing to existing door shutter 40 mm thick
Glass Fibre Reinforced Polyester (FRP) paneled door
shutter of required colour and approved brand and
manufacture, made with fire-retardant grade unsaturated
polyester resin, moulded to 3 mm thick FRP laminate for
forming hollow rails and styles, with wooden blocks of
seasoned wood inside at required placed for fixing and
fittings, cast monolithically with 5 mm thick FRP
laminate for panels confirming to TADS 6: 1993 and / or
IS 14856-2000 including fixing to frames.
28
RM 527.28
sqm 3808.59
RM 614.57
sqm 2996.29
sqm 3246.03

16.13 Providing and fixing to existing door shutter 30 mm thick
Glass Fibre Reinforced Polyester (FRP) Flush door
shutter of required colour and approved brand and
manufacture, made with fire-retardant grade unsaturated
polyester resin, moulded to 3 mm thick FRP laminate all
around, with wooden blocks inside at required places for
fixing of fittings and polyurethane foam (PUF) /
Polystyrene foam to be used as filler material throughout
the hollow panel, cast monolithically with testing
parameters of F.R.P. laminate conforming to table - 3 of
IS:14856:2000 complete as per direction of Engineer-incharge.
of seasoned wood inside at required placed for
fixing and fittings.
16.14 Providing and fixing to existing door shutter 35 mm thick
Glass Fibre Reinforced Polyester (FRP) Flush door
shutter of required colour and approved brand and
manufacture, made with fire-retardant grade unsaturated
polyester resin, moulded to 3 mm thick FRP laminate all
around, with wooden blocks inside at required places for
fixing of fittings and polyurethane foam (PUF) /
Polystyrene foam to be used as filler material throughout
the hollow panel, cast monolithically with testing
parameters of F.R.P. laminate conforming to table - 3 of
IS:14856:2000 complete as per direction of Engineer-incharge.
of seasoned wood inside at required placed for
fixing and fittings.
16.15 Providing and fixing to existing door shutter 40 mm thick
Glass Fibre Reinforced Polyester (FRP) Flush door
shutter of required colour and approved brand and
manufacture, made with fire-retardant grade unsaturated
polyester resin, moulded to 3 mm thick FRP laminate all
around, with wooden blocks inside at required places for
fixing of fittings and polyurethane foam (PUF) /
Polystyrene foam to be used as filler material throughout
the hollow panel, cast monolithically with testing
parameters of F.R.P. laminate conforming to table - 3 of
IS:14856:2000 complete as per direction of Engineer-incharge.
of seasoned wood inside at required placed for
fixing and fittings.
16.16 Providing fitting fixing Fibre Glass reinforced Polyester
(FRP) Windows Shutter of cross section 75 mm x 30
mm. The laminate shall be moulded with fire retardant
grade unsaturated polyester resin and chopped Mat.
Window shutter laminate shall be 2 mm thick and shall
be fitted with suitable wooden blocks.
16.17 Providing fitting fixing Fibre Glass reinforced Polyester
(FRP) Windows Shutter of cross section 75 mm x 35
mm. The laminate shall be moulded with fire retardant
grade unsaturated polyester resin and chopped Mat.
Window shutter laminate shall be 2 mm thick and shall
be fitted with suitable wooden blocks.
29
sqm 2770.01
sqm 3183.60
sqm 4791.40
RM 438.48
RM 515.04

16.18 Providing fitting fixing Fibre Glass reinforced Polyester
(FRP) Windows Shutter of cross section 75 mm x 40
mm. The laminate shall be moulded with fire retardant
grade unsaturated polyester resin and chopped Mat.
Window shutter laminate shall be 2 mm thick and shall
be fitted with suitable wooden blocks.
16.19 Providing fitting fixing Fibre Glass reinforced polyester
(FRP) Window frames of cross section 90 x 45 mm
having single rebate of 32 mm x 15 mm to receive shutter
of 30 mm thickness. . The laminate shall be moulded
with fire retardant grade unsaturated polyester resin and
chopped Mat. Doorframe laminate shall be 2 mm thick
and shall be fitted with suitable wooden blocks.
16.20 Providing fitting fixing Fibre Glass reinforced polyester
(FRP) Window frames of cross section 90 x 45 mm
having double rebate of 32 mm x 15 mm to receive
shutter of 30 mm thickness. . The laminate shall be
moulded with fire retardant grade unsaturated polyester
resin and chopped Mat. Doorframe laminate shall be 2
mm thick and shall be fitted with suitable wooden blocks.
16.21 Providing fitting fixing Fibre Glass reinforced polyester
(FRP) Window frames of cross section 150 x 45 mm
having double rebate of 32 mm x 15 mm to receive
shutter of 30 mm thickness. . The laminate shall be
moulded with fire retardant grade unsaturated polyester
resin and chopped Mat. Doorframe laminate shall be 2
mm thick and shall be fitted with suitable wooden blocks.
17 DOORS AND WINDOWS FITTINGS
17.1 Providing and fixing M.S. pressed bright finished butt
hinges with necessary screws etc. complete.
30
RM 591.60
RM 576.29
RM 763.86
RM 955.26
17.1.1 150x31x4mm Each 82.36
17.1.2 125x31x4mm Each 73.08
17.1.3 100x31x3mm Each 63.80
17.2 Providing and fixing Brass bright finished brass butt
hinges with necessary screws etc. complete.
17.2.1 150x31x4mm Each 193.72
17.2.2 125x31x4mm Each 184.44
17.2.3 100x31x3mm Each 171.68
17.3 Providing and fixing Piano hinges 35mm wide and 1mm
thick with necessary screw etc complete.
17.3.1 M.S finished either with brass plating or nickel plating Rm 168.21
17.3.2 Brass chromium plated Rm 371.20

17.4 Providing, fitting and fixing sliding door bolts with nuts
and screws etc. complete.
17.4.1 Size 300x16mm
17.4.1.1 M.S (Bright Finish) Each 268.54
17.4.1.2 M.S (Black enameled) Each 123.54
17.4.1.3 M.S (Oxidized) Each 145.58
17.4.1.4 Brass (bright Finish) Each 957.00
17.4.1.5 Brass (Chromium Plated) Each 1003.40
17.4.1.6 Aluminum Oxidized Each 351.48
17.4.2 MS 250x16mm Size Each 210.54
17.4.2.1 Ms (Bright Finish) Each 263.90
17.4.2.2 M.S (Black enameled) Each 94.54
17.4.2.3 M.S (Oxidized) Each 94.54
17.4.2.4 Brass (Bright Finish) Each 887.40
17.4.2.5 Brass (Chromium Plated) Each 933.80
17.4.2.6 Aluminum Oxidized Each 305.08
17.5 Providing and fixing tower bolts 300x10mm (Barrel
type) with necessary screws etc complete.
17.5.1 M.S Each 77.72
17.5.2 Brass (Bright Finish) Each 429.20
17.5.3 Brass (copper oxidized) Each 440.80
17.5.4 Brass (chromium plated) Each 429.20
17.5.5 Aluminum Each 135.14
17.6 Providing, fitting and fixing. Tower bolts 250x10mm
with necessary screw etc complete.
17.6.1 M.S Each 75.40
17.6.2 Brass (Bright Finish) Each 411.80
17.6.3 Brass (copper oxidized) Each 423.40
17.6.4 Brass (Chromium plated) Each 411.80
17.6.5 Aluminum Each 107.30
31

17.7 Providing and fixing Tower bolt 200x100mm with
necessary screws etc complete.
17.7.1 M.S Each 63.80
17.7.2 Brass (bright Finish) Each 382.80
17.7.3 Brass (copper oxidized) Each 382.80
17.7.4 Brass (Chromium Plated) Each 386.28
17.7.5 Aluminum Each 99.18
17.8 Providing and fixing Tower bolt 150x10mm with
necessary screws etc complete.
17.8.1 M.S Each 63.80
17.8.2 Brass (Bright Finish) Each 324.80
17.8.3 Brass (Copper Oxidized) Each 348.00
17.8.4 Brass (Chromium Plated) Each 336.40
17.8.5 Aluminum Each 81.78
17.9 Providing, fitting and fixing Tower bolt 100x10mm with
necessary screw etc complete.
17.9.1 M.S Each 59.16
17.9.2 Brass (bright Finish) Each 121.80
17.9.3 Brass (Copper Oxidized) Each 127.60
17.9.4 Brass (Chromium Plated) Each 131.08
17.9.5 Aluminum Each 63.22
17.10 Providing, fitting and fixing handles 125mm size with
necessary screws etc complete.
17.10.1 Aluminum Each 77.14
17.10.2 M.S Each 44.08
17.10.3 Brass (Bright Finish) Each 128.76
17.10.4 Brass (Chromium Plated) Each 128.76
17.1 Providing, fitting and fixing handles 100mm size with
necessary screws etc. complete.
17.11.1 Aluminum Each 48.14
17.11.2 M.S Each 46.40
32

17.11.3 Brass (bright Finish) Each 107.30
17.11.4 Brass (Chromium Plated) Each 107.30
17.12 Providing, fitting and fixing handles 75mm size with
necessary screw etc complete.
17.12.1 Aluminum Each 47.85
17.12.2 M.S Each 46.40
17.12.3 Brass (bright Finish) Each 92.80
17.12.4 Brass (Chromium Plated) Each 92.80
17.13 Providing and fixing M.S. or oxidized M.S. Hook and
Eyes with complete set.
17.13.1 150mm Each 20.30
17.14 Providing and fixing 100mm mortise lock with 6 levers
and pair of handles with necessary screws etc complete.
17.14.1 Brass (B.F) Each 1406.51
17.14.2 Brass (C.O) Each 1406.51
17.14.3 Brass (C.P) Each 1551.50
17.14.4 M.S Each 609.01
17.15 Providing and fixing mortise lock with dead bolt and a
pair of lever handles for W.C Bath room with necessary
screws etc complete.
17.15.1 Brass (B.F) Each 1406.51
17.15.2 Brass (C.O) Each 1406.51
17.15.3 Brass (C.P) Each 1551.50
17.15.4 M.S Each 461.39
17.16 Providing and Fixing Hydraulic door closer with
accessories and screws complete.
17.17 Providing and fixing spring hinges double action with
necessary screws of 100mm size of M.S all complete.
STEEL
18 Supplying/Bending, Binding of Steel
18.1 Supplying, bending and placing in position mild steel
(6mm dia.) including straightening, cutting, bending and
placing in position including binding wire complete.
33
Each 1171.60
Each 203.23
Qtl 6819.65

18.2 Supplying, bending and placing in position tor- steel
reinforcement in all R.C.C works including cost of
binding wires, all complete.
19 ROOFING WORKS
19.1 Providing, fitting, fixing of 24 BWG GCI sheet roofing
with lapping of 150mm (two corrugation) with G.I.
hooks, bolts and nut 8mm dia with bitumen, GI limpet
washers filled with white bad including coat of approved
steel primer and two coats of approved paint, on
overlapping of sheet excluding carriage all complete.
19.2 Providing, fitting, fixing of 24 BWG GP sheet roofing
by making corrugation of 50mmx50mm x50mm on both
side with G.I. hooks, bolts and nut 8mm dia with
bitumen, GI limpet washers filled with white bad
including coat of approved steel primer and two coats of
approved paint, on overlapping of sheet excluding
carriage all complete.
19.3 Providing fitting fixing ridges or hips of 60cm overall
width of plain 24 BWG Galvanized Sheet fixed with G.I,
J or L hooks bolts and nuts 8mm dia Limpets, Bitumen
washers complete.
19.4 Providing fitting and fixing 16mm thick valley of 90cm
overall width in plain G.P sheet class I fixed with GI J or
L hooks, bolts and nuts 8mm dia GI limpet and bitumen
washers complete.
19.5 Providing and fixing 15cm wide 45cm overall
semicircular G.P sheet (Class I) gutter with iron brackets
40x3mm size, bolts, nuts, washers etc including making,
connection with rain water pipes.
19.6 Providing, fitting and fixing 23cm deep 24BWG G.P.
sheet eaves board including (50mmx25mm) dressed sal
timber beading and M.S. Rod brackets complete.
19.7 Providing fitting and fixing 30cm deep 24BWG GP sheet
eaves board including (50x25mm) dressed sal timber
beading and M.S. rod brackets complete.
19.8 Providing, fitting, fixing of 24 BWG Pre-painted HULAS
sheet roofing with lapping of 150mm (two corrugation)
with G.I. hooks, bolts and nut 8mm dia with bitumen, GI
limpet washers filled with white bad including carriage
all complete
19.9 Providing fitting fixing ridges or hips of 60cm overall
width of plain 24 BWG Pre-painted HULAS Sheet fixed
with G.I, J or L hooks bolts and nuts 8mm dia Limpets,
Bitumen washers complete.
34
Qtl 6728.30
sqm 853.44
sqm 997.05
Rm 495.16
Rm 521.86
Rm 403.66
Rm 412.89
Rm 667.73
sqm 942.52
Rm 535.10

19.10 Providing fitting and fixing 16mm thick valley of 90cm
overall width in plain Pre-painted HULAS sheet class I
fixed with GI J or L hooks, bolts and nuts 8mm dia GI
limpet and bitumen washers complete.
19.11 Providing and fixing 15cm wide 45cm overall
semicircular Pre-painted HULAS. sheet (Class I) gutter
with iron brackets 40x3mm size, bolts, nuts, washers etc
including making, connection with rain water pipes all
complete.
19.12 Providing, fitting and fixing 23cm deep 24BWG Prepainted
HULAS. sheet eaves board including
(50mmx25mm) dressed sal timber beading and M.S. Rod
brackets all complete.
19.13 Providing fitting and fixing 30cm deep 24BWG Prepainted
HULAS sheet eaves board including (50x25mm)
dressed sal timber beading and M.S. rod brackets all
complete.
19.14 Providing, fitting, fixing of 24 BWG GCI sheet roofing
with G.I. hooks, bolts and nut 8mm dia with bitumen, GI
limpet washers filled with epoxy (8 to 10 gm per bolt) in
each bolts including coat of approved steel primer and
two coats of approved paint, on overlapping of sheet
excluding carriage complete.
19.15 Providing, fitting, fixing of 24 BWG GP sheet roofing
with G.I. hooks, bolts and nut 8mm dia filled with epoxy
in each bolts (8 to 10 gm per bolt)and painted in lapping
with bitumen, GI limpet washers, including coat of
approved steel primer and two coats of approved paint,
on overlapping of sheet excluding carriage complete.
19.16 Providing fitting fixing ridges or hips of 60cm overall
width of plain 24 BWG Galvanized Sheet fixed with G.I,
J or L hooks bolts & nuts 8mm dia filled with epoxy in
each bolts (8 to 10 gm per bolt), Limpets, Bitumen
washers complete.
19.17 Providing fitting & fixing 16mm thick valley of 90cm
overall width in plain G.S. sheet class I fixed with GI J or
L hooks, bolts and nuts 8mm dia filed with epoxy in each
bolts (8 to 10 gm per bolt),GI limpet and bitumen
washers complete.
19.18 Providing & fixing 15cm wide 45cm overall semicircular
G.S. sheet (Class I) gutter with iron brackets 40x3mm
size, bolts filled with epoxy in each bolts (8 to 10 gm per
bolt), nuts, washers etc including making, connection
with rain water pipes.
35
Rm 588.02
Rm 423.72
Rm 470.83
Rm 540.76
sqm 890.67
sqm 1052.12
Rm 505.06
Rm 526.42
Rm 420.98

19.19 Providing, fitting, fixing of 24 BWG pre-painted
(HULLAS) sheet roofing with G.I. hooks, bolts and nut
8mm dia with bitumen, GI limpet washers filled with
epoxy in each bolts (8 to 10 gm per bolt) including coat
of approved steel primer and two coats of approved paint,
on overlapping of sheet excluding carriage complete.
19.20 Providing fitting fixing ridges or hips of 60cm overall
width of plain 24 BWG pre-painted (HULLAS) Sheet
fixed with G.I, J or L hooks bolts & nuts 8mm dia filled
with epoxy in each bolts (8 to 10 gm per bolt), Limpets,
Bitumen washers etc. all complete.
19.21 Providing fitting & fixing 16mm thick valley of 90cm
overall width in plain pre-painted (HULLAS) sheet class
I fixed with GI J or L hooks, bolts and nuts 8mm dia
filled with epoxy in each bolts (8 to 10 gm per bolt), GI
limpet and bitumen washers etc. all complete.
19.22 Providing & fixing 15cm wide 45cm overall semicircular
pre-painted (HULLAS) sheet (Class I) gutter with iron
brackets 40x3mm size, bolts filled with epoxy in each
bolts, nuts (8 to 10 gm per bolt), washers etc including
making, connection with rain water pipes.
20 STEEL WORKS
20.1 Supplying, fabricating, fitting and fixing steel tubular
trusses including cutting, hoisting, fixing in position and
applying a priming coat of approved steel primer, welded
and bolted including special shape washer etc as per the
standard specification and design and direction of
Engineer - in- Charge all complete.
20.2 Supplying, fabricating, fitting and fixing tubular truss
including putty, hoisting, fixing in position and applying
a priming coat of approved steel primer, welded and
bolted including special shape washer etc complete in
curve shaped Sikkim- style roofing as per the standard
specification and design and as per the direction of
Engineer - in- Charge all complete.
20.3 Providing, fitting and fixing steel windows and
ventilators of standard rolled steel section joints mitered
and welded with iron lugs embedded in cement
concreten1:3:6 including providing fitting and fixing 3
mm thick glass pens with glazing clips and special metal
putty complete with MS grills @ 150mm c/c as per the
direction of Engineer - in- Charge all complete.
36
sqm 958.92
Rm 523.68
Rm 586.47
Rm 441.04
Kegs 65.58
Kegs 72.64
Kegs 83.43

20.4 Providing fitting and fixing rolling shutters of approved
make , made of required size MS laths interlocked
together through their entire length and joined together at
the end by end lock mounted on specially designed pipe
shaft with brackets, side guides and arrangements for
inside and outside locking with push and pull operation
complete including providing and fixing wire springs
grade No 2 and MS top cover of required thickness of
rolling shutters as per the direction of Engineer - in-
Charge all complete:
20.5 Providing and fixing M.S round or square bars at
required spacing in timber frames of windows as per the
direction of Engineer - in- Charge all complete.
20.6 Providing and fixing M.S grills in timber frames of
windows with M.S flats with nuts, bolts, and smooth
finishing of welded joints/surface with Grills weighing
8.00Kg/sqm as per the direction of Engineer - in- Charge
all complete
20.7 Providing hold fast of (40x5)mm flat iron including
fixing to frame with 10mm dia. Bolts nuts and timber
plugs and embedding in CC 1:3:6 ( 1 cement, 3 coarse
sand, 6 graded stone aggregate 2omm nominal size)
block of size (30x10x15)cm. as per the direction of
Engineer - in- Charge all complete:
20.8 Providing, fitting and fixing in position collapsible steel
shutter with vertical channel (20x10x2)mm and braced
with flat iron diagonals (20 x 5)mm size with top and
bottom rail of T-iron (40x40x6)mm with 40mm dia steel
pulley complete with bolts, nuts, locking arrangements,
stoppers and handles including applying of priming coat
of approved steel primer as per the direction of Engineer
- in- Charge all complete:
20.9 Providing fitting fixing pressed mild steel door frames
manufactured from commercial mild steel sheet of 1.25
mm thick including hinges, jamb, lock jamb, bread and if
required angle threshold of mild steel angle of
section(50x25) mm, or base ties of 1.25mm pressed mild
steel welded or rigidly fixed together by mechanical
means, adjustable lugs with split end tail to each jamb
including steel butt hinges, 2.5mm thick with mortar
guards, lock, strike plate and a coat of specified primer
after pretreatment of the surface including concreting
with 1:3:6 CC or as directed by engineer-in charge:
37
sqm 2113.36
Kegs 64.16
Kegs 73.13
Each 23.19
sqm 2184.62
Rm 452.20

21 ALUMINUM WORKS
21.1 Providing and fixing anodized aluminum works for
doors, windows, ventilators and partitions with extruded
built up standard tubular or other section of approved
make confirming IS 733 and IS 1285, fixed with rawl
plugs and screws or with fixing clips or with expansion
hold fasteners i/c necessary filling up the gaps at
junctions, at top, bottom and sides with required PVC /
neoprene felt, etc. Al. section shall be smooth, rust free,
straight, mitered and joined mechanically wherever
required i/c cleat angle, Al snap beading for glazing /
paneling CP brass / stainless screws, all complete as per
design and drawings and the direction of the Engineer -
in - Charge.
21.2 Providing and fixing pre-laminated sheet three layer
medium density (exterior grade) particle board grade - I
type - II confirming IS 12823 bonded with phenol
formaldehyde synthetic resin of approved brand and
manufacture in paneling fixed in Aluminum doors,
windows, shutters and partition frames with CP brass /
stain less steel screws etc. complete as per architectural
drawings and direction of Engineer - in- Charge.
21.3 Providing and fixing glazing in Al. doors and windows
ventilator shutters and partitions etc. with PVC /
neoprene gasket with CP brass / stain less steel screws
etc. complete as per architectural drawings and direction
of Engineer - in- Charge.
PAINTING AND POLISHING
22 PAINTING AND POLISHING WORKS
22.1 PRIMERS
22.1.1 Providing and applying priming coat with ready mixed
pink on timber work including preparation of the surface
by thoroughly cleaning and sand papering etc complete.
22.1.2 Providing and applying priming coat with ready mixed
Red oxide, Zinc chromate primer on steel / galvanized
Iron steel works including preparation of the surface
complete.
22.1.3 Providing & applying priming coat with ready mixed
Red oxide, Zinc chromate primer on steel/galvanized-
Iron steel works i/c preparation of the surface complete.
22.2 ENAMEL PAINTS
22.2.1 Providing and painting with ready mixed paint of
approved quality and shade with two or more coats to
give an even and smooth shade including clearing the
surface complete on new surface.
38
sqm 1799.88
sqm 809.24
sqm 754.83
sqm 61.78
sqm 32.71
sqm 28.28
sqm 62.12

22.2.2 Providing and painting with ready mixed paint of
approved quality and shade with two or more coats to
give an even and smooth shade including cleaning the
surface complete on old surface.
22.3 ROOF PAINTS
22.3.1 Providing and Providing and painting on G.S. sheet one
or more coats with ready mixed paint to give an even
shade including cleaning of surface of dust etc complete
on old surface.
22.3.2 Providing and Providing and painting on G.S. sheet one
or more coats with ready mixed paint to give an even
shade including cleaning of surface of dust etc complete
on new surface.
22.4 PAINTING OF PIPES
22.4.1 Providing and painting one or more coats on rain water,
soil waste, vent pipes and fittings with anti-corrosive
bitumen paint including cleaning of dirt, dust etc
complete on old surface.
39
sqm 44.11
sqm 34.74
sqm 50.17
22.4.1.1 50mm dia Rm 6.62
22.4.1.2 75mm dia Rm 9.56
22.4.1.3 100mm dia Rm 12.50
22.4.1.4 150mm dia Rm 18.47
22.4.2 Providing and painting one or more coats on rain water,
soil waste, vent pipes and fittings with anti corrosive
bitumen paint including cleaning of dirt, dust etc
complete on new surface.
22.4.2.1 50mm dia Rm 10.91
22.4.2.2 75mm dia Rm 15.74
22.4.2.3 100mm dia Rm 20.58
22.4.2.4 150mm dia Rm 30.41
22.4.3 Providing and painting one or more coats on old surface
or rain water, soil, waste, vent pipe and fitting with
aluminum paint including cleaning the surface of dirt,
dust etc. complete. old surface
22.4.3.1 50mm dia Rm 6.45
22.4.3.2 75mm dia Rm 9.31
22.4.3.3 100mm dia Rm 12.18

22.4.3.4 150mm dia Rm 17.99
22.4.4 Providing and painting two or more coats on new surface
or rain water, soil, waste, vent pipe and fitting with
aluminum paint including cleaning the surface of dirt,
dust etc. complete. New surface
22.4.4.1 50mm dia Rm 11.41
22.4.4.2 75mm dia Rm 16.46
22.4.4.3 100mm dia Rm 21.52
22.5 22.4.4.4 150mm dia Rm 31.80
ALUMINUM PAINTS
22.5.1 Providing and painting with Aluminum paint one or more
coats on old surface to give an even shade including
cleaning and preparing the surface complete. Old surface
22.5.2 Providing and painting with Aluminum paint two or
more coats on new surface to give an even shade
including cleaning and preparing the surface complete.
New surface
22.6 POLISHING
22.6.1 Varnishing one or more coats with Copal varnish or
superior quality spray varnish including preparation of
surface with timber putty, sand paper etc on old work
complete. old surface
22.6.2 Varnishing two or more coats with Copal varnish or
superior quality spray varnish including preparation of
surface with timber putty, sand paper etc on new work
complete.
22.6.3 Providing and French spirit polishing one or more coats
including cleaning of the surface of dirt and dust papered
smooth etc on old surface complete.
22.6.4 Providing and French spirit polishes two or more coats
including cleaning of the surface of dirt and dust papered
smooth etc on new surface complete.
22.6.5 Providing and Floor polishing on masonry / concrete
floor with superior quality wax polish complete.
22.7 WHITE WASHING
22.7.1 White washing with white lime in two or more coats to
give an even shade include- ding cleaning the surface to
remove dirt, dust, mortar drops etc on old surface
complete.
40
sqm 34.22
sqm 55.34
sqm 80.04
sqm 135.65
sqm 127.38
sqm 321.15
sqm 64.50
sqm 10.94

22.7.2 White washes three or more coats with white lime to give
an even shade including cleaning the surface to remove
dirt, dust, mortar drop etc on new surface complete.
22.7.3 Removing white/colour wash by steel wire brush,
scrapping and sand papers and preparing the surface
smooth including repairs to scratches etc complete.
22.8 DISTEMPERING
22.8.1 Distempering with dry distemper on old work (one or
more coats) of required shade to give an even and
uniform shade after thorough cleaning of dirt, dust, loose
pieces of scale, grease etc including surface preparation
by sand papering etc complete. Old surface
22.8.2 Distempering with dry distemper on New surface two or
more coats of required shade to give an even and uniform
shade including priming coat of whiting to give an even
shade after thorough cleaning of dirt, dust, loose pieces
of scabs, grease etc including surface preparation by sand
papering etc complete. New surface
22.8.3 Providing and distempering with oil bond washable
acrylic distemper on old surface of approved brand and
manufacture to give an even shade including preparation
of surface etc complete.
22.8.4 Providing and distempering with oil bound washable
acrylic distemper two or more coats of approved brand or
manufacture over a coat of cement primer to give an
even shade on new surface including preparation of
surface etc complete.
22.8.5 Removing dry oil bond distemper by scrapping, sand
papering and preparing the surface smooth including
repairs to scratches- etc complete.
22.8.6 Providing and washing with three or more coats of
snowcem, durocem, cemcoate etc. of approved quality
and manufacture on exterior walls to give an even shade
including preparation of surface on New surface
complete.
22.8.7 Providing and washing with two or more coats of
snowcem, durocem, cemcoate etc of approved quality
and manufacture on exterior walls to give an even shade
including preparation of surface on old surface complete.
22.8.8 Providing and Providing and painting with plastic
Emulsion- paints one or more coats on old surface of
required shade to give even shade in- including brushing
the surface clean of all dirt, dust and smoothened by sand
paper etc complete.
41
sqm 19.11
sqm 4.79
sqm 28.77
sqm 59.69
sqm 29.03
sqm 53.47
sqm 6.61
sqm 65.89
sqm 32.37
sqm 45.47

22.8.9 Providing and Providing and painting with plastic
Emulsion paints two or more coats on New surface of
required shade to give an even shade including brushing
the surface clean of all dirt dust and smoothened by sand
paper etc complete.
22.8.10 Providing and Providing and painting with acrylic
exterior paints of quality and make equivalent to EXCEL,
WEATHER SHIELD to give an even shade including
brushing the surface clean of dirt, dust etc and sand
papering and filling the scratches complete on New
surface.
22.8.11 Providing and Providing and painting with acrylic
exterior paints of quality and make equivalent to EXCEL,
WEATHER SHIELD to give an even shade including
brushing the surface clean of dirt, dust etc and sand
papering and filling the scratches complete on old
surface.
23 WATER SUPPLY
WATER SUPPLY AND SANITATION
23.1 Providing, Fitting and fixing GI pipe of medium class
complete including cuttings and making good the walls
etc. exposed on wall (Internal Works) excluding the cost
of fittings all complete:
23.2 Providing, Fitting and fixing GI pipe of medium class
complete including cuttings and making good the walls
etc. on concealed fittings including Providing and
painting with anti corrosive bituminous paints all
complete: (Internal Works) excluding the cost of fittings
all complete:
23.3 Providing, Fitting and fixing GI pipe of medium class,
(excluding trenching, refilling, compacting and the cost
of fittings) all complete
42
sqm 60.46
sqm 61.92
sqm 39.53
Rm 208.41
Rm 379.43
23.3.1 15 mm dia G I pipe Rm 151.21
23.3.2 20mm dia G I pipe Rm 191.95
23.3.3 25mm dia G I pipe Rm 287.35
23.4 Providing, Fitting and fixing GI pipe of medium class,
(excluding trenching, refilling, compacting and the cost
of fittings) all complete
23.4.1 32mm dia G I pipe Rm 353.18
23.4.2 40 mm dia G I pipe Rm 406.14
23.4.3 50 mm dia G I pipe Rm 568.37
23.4.4 65 mm dia G I pipe
Rm 730.14

23.5 Providing, Fitting and fixing GI pipe (HEAVY DUTY),
(excluding trenching, refilling, compacting and the cost
of fittings) all complete
23.5.1 80 mm dia G I pipe Rm 1091.50
23.5.2 100 mm dia G I pipe Rm 1571.47
23.5.3 150 mm dia G I pipe Rm 2376.88
23.5.4 200 mm dia G I pipe Rm 4988.55
23.5.5 250mm dia G I pipe
43
Rm 5302.80
23.6 Providing, Fitting and fixing DI pipe, excluding the cost
of fittings, trenching, refilling and compacting all
complete:
23.6.1 80 mm dia D I pipe Rm 1754.74
23.6.2 100 mm dia D I pipe Rm 1786.88
23.6.3 150 mm dia D I pipe Rm 2609.03
23.6.4 200 mm dia D I pipe Rm 3469.69
23.6.5 250mm dia D I pipe Rm 4598.90
23.6.6 300 mm dia D I pipe Rm 5809.57
23.6.7 350mm dia D I pipe
23.7 Providing, Fitting and fixing PVC 32mm dia pipe
complete with GI fittings and clamps including cuttings
and making good the walls etc. on wall for wash basin
connector to main line
23.8 Providing, Fitting and fixing Chromium plated fittings of
approved quality and size complete: (ESCO /
EQUIVALENT)
Rm 7516.56
Rm 465.52
23.8.1 BIB COCK 15 MM DIA Each 597.41
23.8.2 STOP COCK 15 MM DIA (CONCEALED WORKS) Each 1020.80
23.8.3 PILLAR COCK 15 MM DIA Each 609.01
23.8.4 ANGULAR STOP COCK 15 MM DIA Each 1125.20
23.8.5 BIB COCK LONG BODY 15 MM DIA Each 806.21
23.8.6 CONNECTING PIPE Each 185.60
23.8.7 SHOWER ROSE WITH ARM Each 968.61
23.8.8 SHOWER ROSE WITHOUT ARM Each 783.01
23.8.9 BASIN MIXTURE
23.9 Providing, Fitting and fixing brass fittings of approved
quality and size complete:
Each 1682.00
23.9.1 BIB COCK 15 MM DIA Each 481.41
23.9.2 STOP COCK 15 MM DIA Each 469.81
23.9.3 GATE WAY VALVE 15MM DIA Each 516.21
23.9.4 GATE WAY VALVE 20MM DIA Each 701.81
23.9.5 GATE WAY VALVE 25MM DIA Each 1038.21

23.9.6 GATE WAY VALVE 32MM DIA
23.10 Providing and placing on terrace high density
polyethylene water storage tank with man hole lid and
suitable locking arrangement including making holes for
inlet, out let and ball cock including testing etc. all
complete: (Sinter or equivalent)
44
Each 1455.81
23.10.1 500 LITERS CAPACITY Each 4350.00
23.10.2 1000 LITERS CAPACITY Each 8700.00
23.10.3 2000 LITERS CAPACITY
23.11 Providing, Fitting and fixing ball valve ( Brass) of
approved quality complete with high or low pressure
with plastic floats:
24 SANITARY FITTINGS.
24.1 Providing, fitting and fixing. white vitreous china water
closet (W.C) squatting pan (Indian type) 530mm size
with 100mm SCI (Sand cast iron) P or Strap, 10 later low
level flushing cistern with fittings, CI brackets, 32mm
flush pipe with fittings and clamps, 20mm overflow pipe,
cutting and making good the wall and floor etc complete.
Long type or Orissa type pan. HINDWARE CAT NO
20004
24.2 Providing, fitting and fixing. white vitreous china water
closet (W.C) squatting pan (Orissa pan) 580mm size with
100mm SCI (Sand cast iron) P or Strap, 10 ltr low level
flushing cistern with fittings, CI brackets, 32mm flush
pipe with fittings and clamps, 20mm overflow pipe,
cutting and making good the wall and floor etc complete.
Long type or Orrisa type pan. Orissa Pan 58x44 White
CAT NO 20042
24.3 Providing, fitting and fixing. white vitreous china water
closet (W.C) squatting pan (Indian type) 580mm size
with 100mm SCI (Sand cast iron) P or Strap, 10 ltr low
level flushing cistern with fittings, CI brackets, 32mm
flush pipe with fittings and clamps, 20mm overflow pipe,
cutting and making good the wall and floor etc complete.
Long type or Orrisa type pan. Orissa Pan 58x44 Special
CAT NO 20004
24.4 Providing, fitting and fixing. white vitreous china water
closet (W.C) squatting pan (Indian type) 580mm size
with 100mm SCI (Sand cast iron) P or Strap, 10 ltr low
level flushing cistern with fittings, CI brackets, 32mm
flush pipe with fittings and clamps, 20mm overflow pipe,
cutting and making good the wall and floor etc complete.
Long type or Orrisa type pan. Orissa Pan 58x44 (Box
rim) Special CAT NO 20004
Each 17400.00
Each 345.68
Each 3321.66
Each 3437.66
Each 4834.30
Each 5843.50

24.5 Providing, fitting and fixing white vitreous china pedestal
(European type) water closet (W.C) pan with seat and lid,
with C.P. brass hinges, 10ltr low level cistern with
fittings and brackets 40mm flush bend, 20mm overflow
pipe with specials, including Providing and painting and
making good the wall and floors as required all complete:
W.C. pan European Bidets standard CAT NO 30001
24.6 Providing, fitting and fixing white vitreous china pedestal
(European type) water closet (W.C) pan with seat and lid,
with C.P. brass hinges, 10ltr low level cistern with
fittings and brackets 40mm flush bend, 20mm overflow
pipe with specials, including Providing and painting and
making good the wall and floors as required all complete:
W.C. pan W.C. pan European Bidets constellation CAT
NO 30006
24.7 Providing, fitting and fixing white vitreous china pedestal
(European type) water closet (W.C) pan with seat and lid,
with C.P. brass hinges, 10ltr low level cistern with
fittings and brackets 40mm flush bend, 20mm overflow
pipe with specials, including Providing and painting and
making good the wall and floors as required all complete:
W.C. pan European One pice (Star white) CAT NO
92008
24.8 Providing, fitting and fixing white vitreous china pedestal
(European type) water closet (W.C) pan with seat and lid,
with C.P. brass hinges, 10ltr low level cistern with
fittings and brackets 40mm flush bend, 20mm overflow
pipe with specials, including Providing and painting and
making good the wall and floors as required all complete:
W.C. pan European One pice (Ivory) CAT NO 92008
24.9 Providing, fitting and fixing white vitreous china flat
back or wall corner type lipped front urinal basin of size
440x315x325 mm with 5 ltr automatic flushing cistern
with C.I. brackets, GI flush pipe and spreaders with brass
unions and G.I. clamps including cutting and making
good the walls and floors as required all complete:
45
Each 7317.28
Each 7630.48
Each 14819.01
Each 16901.20
24.9.1 Range of 1 Urinal basin. Each 4359.28
24.9.2 Range of two urinal basins with Each 6011.12
24.9.3 Range of three urinal basins with Each 7836.96
24.9.4 Range of four urinal basins with
24.10 Providing, fitting and fixing. Urinal single squatting plate
of white glazed fire clay with integral flushing pipe,
100mm channel, automatic flushing cistern of 5 liter. C.I.
brackets, G.I. flush pipe with spreader pipe with fitting,
G.I. clamps C.I. urinal trap 65mm channel with vent
including cutting and making good the wall and floors as
required.
Each 10556.00
24.10.1 Single squatting plate with 5ltr. Cistern. Each 4957.84

24.10.2 Two squatting plate with 5 Ltr. cisterns. Each 8802.08
24.10.3 Three squatting plate with 10Ltrs. cistern. Each 10839.04
24.10.4 Four squatting plate with 15 liters. Cistern.
24.1 Providing, fitting and fixing. white vitreous white china
wash flat back basin with CI brackets, painted, 15mm CP
brass pillar taps, CP brass chain with rubber plug, 32mm
CP brass waste pipe, lead or PVC connection 32mm dia
CP brass cap and unions, complete including cutting and
making good the walls wherever required. HINDWARE
24.11.1 One wash basin with one pillar cock.
46
Each 13924.64
24.11.1.1 (63 cm x 45 cm) Each 3811.76
24.11.1.2 55 cm x 40 cm Each 2830.40
24.11.1.3 45 cm x 30 cm Each 2628.56
24.11.2 One wash basin with two pillar cock.
24.11.2.1 Wash basin ( 63 cm x 45 cm) Each 4426.56
24.11.2.2 55 cm x 40 cm CAT NO 10001 Each 3489.28
24.11.2.3 45 cm x 30 cm CAT NO 10004
24.12 Providing, fitting and fixing. white vitreous china wash
angle back basin with CI brackets, painted, 15mm CP
brass pillar taps, CP brass chain with rubber plug, 32mm
CP brass waste pipe, lead or PVC connection 32mm dia
CP 'brass cap and unions, brass stop cock, complete
including cutting and making good the walls wherever
required.
Each 3287.44
24.12.1 One wash basin with one pillar cock 35 cm x 35 cm Each 3476.53
24.13 Providing, fitting and fixing. white vitreous china wash
in surgeons type basin with CI bracket, painted, 15mm
CP brass pillar taps, CP brass chain with rubber plug,
32mm CP brass waste pipe, lead or PVC connection
32mm dia 'CP brass cap and unions, complete including
cutting and making good the walls wherever required.
HINDWARE
24.13.1 49 cm x 36 cm Each 3234.08
24.13.2 51 cm x 45 cm Each 3314.13
24.13.3 63 cm x 50 cm
24.14 P/F stain less steel kitchen sink with CI brackets, CP
brass chain with rubber plug 40mm CP brass waste, CP
brass tap etc complete i/c the fittings, cuttings and
making good the wall wherever required.
24.14.1 610 x 450 x 200 mm.
Each 5515.81
Each 6641.01

24.15 Providing, fitting and fixing laboratory sink with CI
brackets, CP brass chain with rubber plug, 40mm CP
brass waste, CP brass tap, stop cock etc all complete
including the fittings, cutting and making good the wall
wherever required. HINDWARE
24.15.1 63 cm x 50 cm
24.16 Providing and Fitting Pedestal white colour for of Hind
Vitreous wash basin complete.
BATH ROOM FITTINGS
24.17 Providing and fitting chromium plated toilet paper holder
including the making holes and fixed to timber cleats
with CP screws washer etc. all complete:.
24.18 Providing, fitting and fixing Beveled gauge mirror of
superior glass with 6mm A.C. sheets ground and fixed to
timber cleats with CP screws, washer etc complete.
24.19 Providing and fitting of slandered size mirror of quality
equivalent to Admiral and size 20"x16" complete
24.20 Providing and fitting Porcelain soap tray all complete.
24.21 Providing, fitting and fixing. of chromium plated soap
dish with necessary screw etc all complete.
24.22 Providing, fitting and fixing towel rail of chromium
plated brass complete with brackets fixed to the timber
cleats, CP brass screws complete.
47
Each 4906.80
Each 1061.41
Each 458.21
Each 888.80
Each 431.52
Each 545.20
Each 353.81
24.22.1 740 x 20 mm Each 936.13
24.22.2 600 x 20 mm Each 878.13
24.23 Providing, fitting and fixing towel ring of chromium
plated brass complete with CP brass screw and timber
cleats.
SOIL WASTE / VENT PIPE FITTINGS (ISI)
24.24 Providing, fitting and fixing soil waste and vent pipes
including testing etc complete.
24.24.1 100 mm dia. PRINCE / SUPREME or equivalent soil
pipe
24.24.2 75 mm dia. PRINCE / SUPREME soil Pipe
24.25 Providing, fitting and fixing bends of various types plain
or a band with access door, insertion rubber washer 3mm
thick bolts and nuts complete SCI or centrifugally cost
spun sands pipes.
Each 570.72
Rm 276.68
Rm 161.61
24.25.1 100 mm dia. Supreme / Prince Each 194.88
24.25.2 75 mm dia. Supreme / Prince Each 140.37

24.26 Providing, fitting and fixing double equal junction of
required degree with access door, insertion rubber washer
3mm thick, bolts and nuts complete.
24.26.3 100 x 100 x 100 x 100 mm Supreme / Prince Each 476.48
24.26.4 75 x 75 x 75 x 75 mm Supreme / Prince
24.27 Providing, fitting and fixing. off sets for sand cast Iron/CI
spun (Sands) for 50mm, 75mm, 100mm pipes.
48
Each 259.55
24.27.1 75 mm offsets. Each 309.73
24.27.2 100 mm offsets. Each 559.12
24.27.3 150 mm offsets.
25 HEAD LOAD AND CARRIAGES
25.1 Head load of stock materials for a distance beyond 30 m
and within 100m distance.
25.2 Head load of non-stock materials for a distance beyond
30 m and within 100 m distance
25.3 Head load of stock materials for a distance beyond 100
m for every additional 1000m
25.4 Head load of non-stock materials for a distance beyond
100 m for every additional 1000m
25.5 Loading and Unloading of Stone Boulder/Stone
aggregates/Sand/Kanker/Moorum.
Each 794.61
qtls 5.41
cum 127.97
qtls 73.74
cum 1301.32
cum
87.00
25.6 Loading and Unloading of Boulders by Manual Means cum 109.78
25.7 Loading and Unloading of Cement or Steel by Manual
Means and Stacking.
25.8 Cost of Haulage Excluding Loading and Unloading
25.8.1 Surfaced Road Mt/K
m
25.8.2 Un-surfaced Graveled Road Mt/K
m
25.8.3 Katcha Track and Track in River Bed/Nallah Bed Mt/K
m
MT 153.58
5.57
6.96
8.72

THEORETICAL CONSUMPTION OF MATERIALS
Ref ITEMS UNIT Cement
bags Stone
STONE cum
40mm 20mm 12mm
Sand
cum
5 FILLING WORKS
Stone filling in building
works
cum 0.85
Stone soling
buildings works
in
cum 0.95
6 Cement Mortar
6.1 Cement mortar 1:1 cum 20.40 0.71
6.2 Cement mortar 1:2 cum 13.68 0.07
6.3 Cement mortar 1:3 cum 10.20 1.07
6.4 Cement mortar 1:4 cum 7.60 1.07
6.5 Cement mortar 1:5 cum 6.20 1.07
6.6 Cement mortar 1:6 cum 5.00 1.07
7 CEMENT CONCRETE: (cast in situ)
7.1 Cement Concrete
1:1:2 (1cement,
7.1.1
1coarse sand, 2 graded
stone aggregate of
20mm nominal size)
1:1.5:3 (1cement, 1.5
7.1.2
coarse
stone
sand,3 graded
aggregate of
7.1.3
20mm & down size)
1:2:4 mix. (1 cement, 2
coarse sand, 4 graded
stone aggregate of
20mm & down size)
1:2:4 mix. (1 cement, 2
7.1.4
coarse sand, 4 graded
stone aggregate of
40mm & down size)
1:3:6 mix. (1 cement, 3
7.1.5
coarse sand, 6 stone
aggregate of 20mm &
down size)
1:3:6 mix. (1 cement, 3
7.1.6
coarse sand, 6 stone
aggregate of 40mm &
down size)
1:4:8 mix. (1 cement, 4
7.1.7
coarse sand, 8 stone
aggregate of 40mm &
down size)
cum 12.20 0.64 0.21 0.43
cum 8.00 0.57 0.28 0.85
cum 6.40 0.67 0.22 0.45
cum 6.40 0.52 0.22 0.11 0.45
cum 4.40 0.70 0.24 0.47
cum 4.40 0.65 0.24 0.47
cum 3.40 0.65 0.24 0.47
49

7.1.8
1:5:10 mix.(1cement, 5
coarse sand, 10 stone
aggregate of 40mm &
down size)
cum 2.60 0.65 0.24 0.47
8 REINFORCED CEMENT CONCRETE CAST IN SITU
8.1 Reinforced Cement Concrete
1:1:2 ( 1 cement: 1
coarse sand : 2 graded
8.1.1 stone aggregate 20mm cum 12.20 0.64 0.21 0.43
and down nominal
8.1.2
gauge size)
1:1.5:3 Mix (1cement,
1.5 coarse sand 3 graded
stone aggregate 20mm cum 8.00 0.57 0.28 0.85
and down nominal
8.1.3
gauge)
1:2:4 (1cement,2coarse
sand, 4 graded stone
aggregate of 20mm
nominal size).
cum 6.40 0.67 0.22 0.45
9 CEMENT PLASTER WORKS:
9.1 12mm thick Cement Plaster
9.1.1 1:3 Mix sqm 0.147 0.015
9.1.2 1:4 mix. sqm 0.109 0.015
9.1.3 1:5 Mix sqm 0.089 0.015
9.1.4 1:6 Mix. sqm 0.072 0.015
9.2 15mm thick Cement Plaster
9.2.1 1:3 Mix sqm 0.175 0.018
9.2.2 1:4 mix. sqm 0.131 0.018
9.2.3 1:5 Mix sqm 0.107 0.018
9.2.4 1:6 Mix. sqm 0.086 0.018
9.3 20mm thick Cement Plaster
9.3.1 1:3 Mix sqm 0.228 0.024
9.3.2 1:4 mix. sqm 0.170 0.024
9.3.3 1:5 Mix sqm 0.139 0.024
9.3.4 1:6 Mix. sqm 0.112 0.024
9.4 12mm thick Cement Plaster with Recorn 3S
9.4.1 1:3 Mix sqm 0.147 0.015
9.4.2 1:4 mix. sqm 0.109 0.015
9.4.3 1:5 Mix sqm 0.089 0.015
9.4.4 1:6 Mix. sqm 0.072 0.015
9.5 15mm thick Cement Plaster with Recorn 3S
9.5.1 1:3 Mix sqm 0.175 0.018
9.5.2 1:4 mix. sqm 0.131 0.018
9.5.3 1:5 Mix sqm 0.107 0.018
50

9.5.4 1:6 Mix. sqm 0.086 0.018
9.6 20mm thick Cement Plaster with Recorn 3S
9.6.1 1:3 Mix sqm 0.228 0.024
9.6.2 1:4 mix. sqm 0.170 0.024
9.6.3 1:5 Mix sqm 0.139 0.024
9.6.4 1:6 Mix. sqm 0.112 0.024
9.80 POINTING ON BRICKS / STONE WORKS
Pointing on bricks
works with 1:3 mix
9.8.1 cement mortar (1 sqm 0.469 0.049
9.8.2
cement, 3 fine sand)
(Raised or cut pointing)
Pointing on stone works
with 1:3 mix cement
mortar
sqm
( 1 cement, 3 fine sand)
(raised or cut pointing)
0.459 0.048
10 BUILDING PARTITION WORKS
10.1
10.2
10.3
Brick Work in half brick
thick with 1:4 cement
mortar
Brick Work in one brick
thick with 1:5 cement
mortar
Brick Masonry in one
and half brick thick wall
with 1:6 cement mortar
sqm 0.213 0.030
cum 1.550 0.270
cum 1.350 0.290
10.4
Ekra walling with
20mm thickness. sqm 0.456 0.048
10.5
cement plaster 1:3mix
Hollow Blocks in 1:4
c.m.
sqm 0.748 0.061 0.078
10.6 Solid Block in 1:4 c.m. sqm 0.787 0.091 0.031 0.091
10.7
10.8
10.9
10.10
10.11
10.12
Brick Work in half brick
thick in 1:4 cement
mortar with Recron 3S
Brick Work in one brick
thick in 1:5 cement
mortar with Recron 3S
Brick Masonry in one
and half brick thick in
1:6 cement mortarwith
Recron 3S
Ekra Walling in 20mm
thick CP in 1:3mix
with Recron 3S
Hollow Blocks in 1:4
c.m with Recron 3S
Solid Block in 1:4 c.m
with Recron 3S
sqm 0.213 0.030
cum 1.550 0.270
cum 1.350 0.290
sqm 0.456 0.048
sqm 0.748 0.061 0.078
sqm 0.787 0.091 0.031 0.091
51

11 FLOORING WORKS
11.1
18mm thick 30 cm
height cement plaster
skirting with cement
mortar 1:3 finished
with a floating coat of
neat cement
11.2
21mm thick 30 cm
height cement plaster
skirting with cement
11.3
mortar 1:3 finished
with a floating coat of
neat cement
40 mm thick 1:2:4 c.c.
flooring with floating
coat of neat cement
11.4
40 mm thick 1:2:4 c.c.
flooring with floating
coat of neat cement with
Recorn 3S
11.5
40 mm thick 1:2:4 c.c.
flooring with floating
coat of neat cement with
Ironite
11.6
40 mm thick 1:2:4 c.c.
flooring with floating
coat of neat cement
(without glass strip)
11.7
18mm thick red oxide
plaster skirting with
11.8
under layer of 12mm
thick cement plaster in
1:3 mix
21 mm thick red oxide
plaster skirting with
11.9
under layer of 15mm
thick cement plaster in
1:3 mix
40 mm thick Red oxide
flooring with under
layer 30mm thick 1:2:4
c.c. and top layer of
10mm thick plaster of
red oxide
11.10 40mm thick marble
chips flooring in light
shade pigment with
white cement
11.11 40mm thick mosaic
flooring medium shade
pigment with ordinary
cement 50% and white
cement 50%
sqm 0.281 0.025
sqm 0.315 0.029
sqm 0.340 0.027 0.009 0.018
sqm 0.340 0.027 0.009 0.018
sqm 0.340
52
Ironite
(kg)
0.340 0.027 0.009 0.018
sqm 0.340 0.027 0.009 0.018
sqm 0.260 0.023
sqm 0.289 0.026
sqm 0.438 0.028 0.027
sqm 0.258 0.032 0.016
sqm 0.259 0.032 0.016

11.12
11.13
11.14
11.15
11.16
11.17
11.18
11.19
11.20
11.21
11.22
11.23
11.24
18mm thick 30 cm
high marble chips
skirting (light shade)
21mm thick 30 cm
high marble chips
skirting (light shade)
Marble Stone slabs
flooring over
20mm(average)thick 1:4
CM
Marble Stone slabs
flooring over
20mm(average)thick 1:4
CM
Granite Marble Stone
slabs flooring over
20mm(average)thick 1:4
CM
Marble Stone in Risers
of steps, skirting and
pads, walls, pillars etc
laid on 10mm thick base
c.m.in 1:3 CM
Marble Stone in Risers
of steps, skirting and
pads, walls, pillars etc
laid on 10mm thick base
c.m.in 1:3 CM
Granite stone in Risers
of steps, skirting and
pads, walls, pillars etc
laid on 10mm thick base
c.m. 1:3
Kota stone slab flooring
over 20mm thick 1:4
c.m base
Kota stone slabs in
Risers of steps, skirting
dado and walls laid on
12mm thick base of c.m.
1:3
White or colored glazed
vitrified tiles in flooring,
treads of steps landing
etc laid on a bed of
15mm, cm 1:3 mix
White or colored glazed
vitrified tiles in flooring,
treads of steps landing
etc laid on a bed of
15mm, cm 1:3 mix
White or colored glazed
vitrified tiles in flooring,
treads of steps landing
etc laid on a bed of
sqm 0.259 0.019
sqm 0.206 0.022
sqm 0.270 0.024
sqm 0.270 0.024
sqm 0.270 0.024
sqm 0.224 0.013
sqm 0.224 0.013
sqm 0.224 0.013
sqm 0.298 0.024
sqm 0.237 0.015
sqm 0.122 0.013
sqm 0.122 0.013
sqm 0.122 0.013
53

11.25
11.26
11.27
11.28
11.29
15mm, cm 1:3 mix
White or colored glazed
tiles in skirting, risers of
steps and Dados on
12mm thick cement
plaster in 1:3 mix
Chequers tiles in
flooring over 12mm
thick cement plaster
White or colored or
ceramic glazed tiles in
skirting, risers of steps
and Dados on 12mm
thick cement plaster of
1:3 mix
Colored glazed tiles
with flush pointing with
white cement slurry.
White or colored glazed
tiles anti skid laid on
bed of 15mm thick, cm
of 1:3 mix
sqm 0.102 0.011
sqm 0.294 0.024
sqm 0.213 0.015
sqm 0.122 0.013
sqm 0.122 0.013
11.30 40 mm thick 1:2:4 CC
flooring with Red sqm 0.438 0.028 0.027
12
oxideand Recorn 3S
MASONRY WORKS
12.1
Plum concrete in 1:2:4
c.c.
cum 3.200 0.500 0.335 0.110 0.223
12.2
Plum concrete in 1:4:8
c.c.
cum 1.700 0.500 0.325 0.120 0.235
12.3 Hand Packed wall cum 0.850
12.4
12.5
12.6
12.7
12.8
12.9
12.10
Random Rubble Stone
Masonry wall
Random Rubble Stone
Masonry in 1:3:6 c.c.
Random Rubble Stone
Masonry in 1:4:8 c.c.
Coarse Rubble Stone
Masonry wall in
1:3:6c.c.
Coarse Rubble Stone
Masonry in 1:4:8 c.c.
Chisel Dressed Stone
Masonry wall in 1:5
Cement Mortar
Parapet of standard size
in 1:2:4
cum 0.241 0.930 0.046 0.017 0.033
cum 1.693 0.923 0.261 0.096 0.188
cum 1.363 0.840 0.261 0.096 0.188
cum 1.561 0.840 0.241 0.089 0.174
cum 1.261 0.840 0.241 0.089 0.174
cum 1.736 0.820 0.300
54

12.10.1
12.10.2
45cm height, 30 cm top
and 45 cm bottom
60cm height, 45 cm top
and 60cm bottom
13 DRAINAGE
13.1
V' shaped drain with
cement pointing in 1:4
cement mortar
13.2
Box Drain of 30 cm (ht)
x 45 cm (width) with
1:2:4 Plum concrete
13.3
Box Drain of 60 cm (ht)
x 45 cm (width) with
1:2:4 Plum concrete
13.4
(20mm & down)
U shaped drain of 23cm
(ht) x 23 cm (width)
with 1:2:4 Plum
concrete
down)
(20mm &
13.5
V' shaped drain with
cement concrete base in
1:2:4 mix
Rm 0.711 0.084 0.057 0.019 0.062
Rm 1.260 0.158 0.106 0.035 0.106
Rm 0.045 0.169 0.005
Rm 1.156 0.230 0.156 0.053 0.104
Rm 1.664 0.309 0.209 0.070 0.140
Rm 0.254 0.115 0.079 0.027 0.063
Rm 0.646 0.135 0.070 0.024 0.047
55

BASIC RATES
S/N PARTICULARS RATE UNIT
A LABOUR
1 Labour / Helper
Rs 200.00 day
2 Mason I
Rs 300.00 day
3 Mason II
Rs 275.00 day
4 Mason III
Rs 250.00 day
5 Baidar
Rs 300.00 day
6 Carpenter I
Rs 300.00 day
7 Carpenter II
Rs 275.00 day
8 Carpenter III
Rs 250.00 day
9 Welder
Rs 300.00 day
10 Vibrator operator
Rs 275.00 day
11 Pipe Fitter Grade I
Rs 300.00 day
12 Pipe Fitter Grade II
Rs 275.00 day
13 Painter Class - I
Rs 300.00 day
14 Painter Class - II
Rs 275.00 day
15 Painter Class - III
Rs 250.00 day
16 Assistant Pipe Fitter
Rs 250.00 day
17 Compressor operator
Rs 275.00 day
18 Crane operator
Rs 275.00 day
B
MATERIALS [FOREST
PRODUCE]
1 Stone
Rs 300.00 cum
2 Stone chips 10 mm down
Rs 1100.00 cum
3 Stone chips 20 mm down
Rs 900.00 cum
4 Stone chips 21 mm to 25 mm
Rs 750.00 cum
5 Stone chips 26 mm to 38 mm
Rs 700.00 cum
6 Stone metals 39 mm up to 100 mm
Rs 650.00 cum
7 Sand
Rs 350.00 cum
8 Soil
Rs 50.00 cum
9 Stone royalty
Rs 80.00 100 cft
10 Sand royalty
Rs 95.00 100 cft
11 Stone chips royalty
Rs 160.00 100 cft
12 Firewood
Rs 1500.00 pile
C
1
2
3
4
5
6
7
8
9
D
TIMBER (Imported)
Sal
Local
Rani Champ
Phakasaj
Teak
Sisom
Panisaj
Dhupi
Silver fir
TIMBER (Locally available)
56
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
1092.00
395.20
1248.00
832.00
2600.00
884.00
884.00
676.00
832.00
cft
cft
cft
cft
cft
cft
cft
cft
cft

1
2
3
4
5
6
7
8
9
10
E
1
2
3
4
5
6
7
8
Sal
Local
Rani Champ
Phakasaj / Katus
Teak
Sisom
Panisaj
Dhupi
Silverfir
Bamboo
57
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
STOCK MATERIALS
Cement (AV) Grade - 53 ISSUE RATE Rs
VAT
12.50% Rs
STORAGE CHARGE
5% Rs
Env Cess on (Cost + VAT)
1% Rs
Rs
Cement (AV) Grade - 43 ISSUE RATE Rs
VAT
12.50% Rs
STORAGE CHARGE
5% Rs
Env Cess on (Cost + VAT)
1% Rs
Rs
Bitumen CRMB 55
VAT
STORAGE CHARGE
Env Cess on (Cost + VAT)
Tor Steel / TMT Bars
VAT
STORAGE CHARGE
Env Cess on (Cost + VAT)
Mild Steel
VAT
STORAGE CHARGE
Env Cess on (Cost + VAT)
24 BWG GCI Sheet (Sail/TATA)
VAT
STORAGE CHARGE
Env Cess on (Cost + VAT)
24 BWG GP sheet (Sail)
VAT
STORAGE CHARGE
Env Cess on (Cost + VAT)
24 BWG GP Pre painted sheet
VAT
STORAGE CHARGE
Env Cess on (Cost + VAT)
STCS Rs
4% Rs
5% Rs
1% Rs
Rs
Rs
4% Rs
5% Rs
1.0% Rs
Rs
Rs
4% Rs
5% Rs
1% Rs
Rs
STCS Rs
4% Rs
5% Rs
1% Rs
Rs
STCS Rs
4% Rs
5% Rs
1% Rs
Rs
STCS Rs
4% Rs
5% Rs
1% Rs
843.75
281.25
843.75
393.75
1012.50
0.00
675.00
281.25
150.00
620.00
77.50
31.00
6.98
735.48
620.00
77.50
31.00
6.98
735.48
7485.28
299.41
374.26
77.85
8236.80
45120.00
1804.80
2256.00
469.25
49650.05
45801.53
1832.06
2290.08
476.34
50400.00
72323.91
3045.22
3806.52
791.76
79967.40
72323.91
2892.96
3616.20
752.17
79585.23
76130.39
3045.22
3806.52
761.30
cft
cft
cft
cft
cft
cft
cft
cft
cft
each
Qtl
Qtl
Qtl
Qtl
Drum
Drum
MT
MT
MT
MT
MT
MT
MT
MT
MT

9
10
F
1
2
3
4
5
6
8 BWG G.I Wire
VAT
STORAGE CHARGE
Env Cess on (Cost + VAT)
Galvanized steel wire crates of
mesh size 100 mm x 100 mm
woven with 4mm dia. GI wire in
rolls of required size.
PIPES
15mm dia GI pipe medium duty
Excise duty
Env.
STCS Commission
VAT
Storage Charge
20mm dia GI pipe medium duty
Excise duty
Env
STCS Commission
VAT
Storage Charge
25mm dia GI pipe medium duty
Excise duty
Env
STCS Commission
VAT
Storage Charge
32mm dia GI pipe medium duty
Excise duty
Env
STCS Commission
VAT
Storage Charge
40mm dia GI pipe medium duty
Excise duty
Env
STCS Commission
VAT
Storage Charge
50mm dia GI pipe medium duty
Excise duty
Env
STCS Commission
58
STCS
Rs
Rs
4% Rs
5% Rs
2% Rs
Rs
83743.43
82.88
3.32
4.14
1.72
92.06
230.00
10.3%
90.57
9.33
1% Rs 0.94
3%
2.72
4%
3.62
5% 5.36
Rs 112.54
10.3%
116.58
12.01
1% Rs 1.21
3%
3.50
4%
4.66
5% 6.90
Rs 144.86
10.3%
178.70
18.41
1% Rs 1.86
3%
5.36
4%
7.15
5% 10.57
Rs 222.05
221.29
10.3%
22.79
1% Rs 2.30
3%
6.64
4%
8.85
5% 13.09
Rs 274.97
10.3%
253.89
26.15
1% Rs 2.64
3%
7.62
4%
10.16
5% 15.02
Rs 315.48
10.3%
1% Rs
3%
360.17
37.10
3.75
10.81
MT
Kg
Kg
sqm
Rm
Rm
Rm
Rm
Rm

7
8
9
10
11
12
VAT
Storage Charge
65mm dia GI pipe medium duty
Excise duty
Env
STCS Commission
VAT
Storage Charge
80mm dia GI pipe Heavy duty
Excise duty
Env
STCS Commission
VAT
Storage Charge
100mm dia GI pipe Heavy duty
Excise duty
Env
STCS Commission
VAT
Storage Charge
150mm dia GI pipe Heavy duty
Excise duty
Env
STCS Commission
VAT
Storage Charge
200mm dia GI pipe Heavy duty
Excise duty
Env
STCS Commission
VAT
Storage Charge
250mm dia GI pipe Heavy duty
Excise duty
Env
STCS Commission
VAT
Storage Charge
59
4%
14.41
5% 21.31
Rs 447.54
10.3%
466.15
48.01
1%
4.85
3%
13.98
4%
18.65
5% 27.58
Rs 579.22
10.3%
704.00
72.51
1%
7.32
3%
21.12
4%
28.16
5% 41.66
Rs 874.77
10.3%
1020.00
105.06
1%
10.61
3%
30.60
4%
40.80
5% 60.35
Rs 1267.42
10.3%
1550.00
159.65
1%
16.12
3%
46.50
4%
62.00
5% 91.71
Rs 1925.98
10.3%
3272.00
337.02
1%
34.03
3%
98.16
4%
130.88
5% 193.60
Rs 4065.69
10.3%
3476.00
358.03
1%
36.15
3%
104.28
4%
139.04
5% 205.67
Rs 4319.17
Rm
Rm
Rm
Rm
Rm
Rm
Rm

15
16
17
18
19
20
21
80mm dia DI pipe medium duty
Excise duty
Env
STCS Commission
VAT
Storage Charge
100mm dia DI pipe medium duty
Excise duty
Env
STCS Commission
VAT
Storage Charge
150mm dia DI pipe medium duty
Excise duty
Env
STCS Commission
VAT
Storage Charge
200mm dia DI pipe medium duty
Excise duty
Env
STCS Commission
VAT
Storage Charge
250mm dia DI pipe medium duty
Excise duty
Env
STCS Commission
VAT
Storage Charge
300mm dia DI pipe medium duty
Excise duty
Env
STCS Commission
VAT
Storage Charge
350mm dia DI pipe medium duty
Excise duty
Env
STCS Commission
VAT
Storage Charge
60
0%
1251.13
0.00
1%
13.01
3%
37.53
4%
50.05
5% 67.59
Rs 1419.31
0%
1261.00
0.00
2%
26.23
3%
37.83
4%
50.44
5% 68.77
Rs 1444.27
0%
1848.00
0.00
2%
38.44
3%
55.44
4%
73.92
5% 100.79
Rs 2116.59
0%
2461.00
0.00
2%
51.19
3%
73.83
4%
98.44
5% 134.22
Rs 2818.68
0%
3210.00
0.00
2%
128.40
3%
96.30
4%
128.40
5% 178.16
Rs 3741.26
0%
4046.00
0.00
2%
84.16
3%
121.38
4%
161.84
5% 220.67
Rs 4634.05
0%
5253.00
0.00
2%
109.26
3%
157.59
4%
210.12
5% 286.50
Rm
Rm
Rm
Rm
Rm
Rm

22
G
1
2
H
1
2
I
1
2
3
HUME PIPE SEMICIRCULAR
23CM DIA
Excise duty
Education CCSS on ED
Env.+Labour Cess on (Cost +
VAT)
STCS Commission
VAT
Storage Charge
EXPLOSIVES
Super Electronic Detonator
Env Cess
VAT
STORAGE CHARGE
Emuldyne (Gelatin)
Env Cess
VAT
STORAGE CHARGE
FUEL
Diesel
K.oil
CENTAGE CHARGES
Water charge
Overheads
Contractors profit
J TAXES
1 Contract Tax
2 Sales tax for Stone sand
3 a VAT
b VAT
K
1
2
3
4
5
6
61
0%
0%
2%
Rs
6016.47
0.00
0.00
0.00
0.00
0%
0.00
4%
0.00
0% 0.00
Rs 0.00
1%
12.50% Rs
5% Rs
Rs
1%
12.50% Rs
5% Rs
Rs
Rs
Rs
@
@
@
@
@
@
@
23.00
0.23
2.88
1.15
27.26
93.00
0.93
11.63
4.65
110.21
42.45
24.00
1.00%
7.50%
7.50%
0.00%
0.00%
12.50%
4.00%
MACHINERIES
Hydraulic Excavator (3D) with
driver and fuel.
Rs 1100.00
HR
Hire and running charges of tipper Rs 450.00 HR
Tractor/Truck Rs 355.00 HR
Loader Rs 800.00 HR
D50-15A Buldozer Rs 3800.00 HR
Compressor Rs 350.00 HR
L ALUMINUM
1 Aluminum section
2 CP brass / stainless screw
3 Dash hold fastener
Rs 240.00
Rs 3.00
Rs 38.00
Rm
Each
each
Kg
ltrs
ltrs
Kgs
Each
Each

M
1
2
3
4
5
6
N
1
2
3
O
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
CEMENT MORTAR
1:1
1:2
1:3
1:4
1:5
1:6
CEMENT CONCRETE
1:2:4 [20mm Stone agg.]
1:3:6 [20mm]
1:4:8 [40mm]
62
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
CONSTRUCTION MATERIALS
Bricks (Grade - I) Rs
Binding wire
Rs
Binding Materials
Rs
Rivets 16mm dia 50mm long
Rs
Hooks
Rs
Limpet washer
Rs
Bitumen washer
Rs
Roof Screw/ Nut & Bolts
Rs
Steel
Rs
Aluminum sheet
Rs
Rolling shutter (24 guage)
Rs
Steel channel
Rs
Recorn-3S (6 mm to 12 mm)
Rs
Recorn-3S (4.8 mm)
Rs
Ionide
Rs
Glass strip
Rs
White cement
Rs
Pulley
Rs
Rivet
Rs
Marble Powder
Rs
Marble chips
Rs
Wire Brush
Rs
Soft Brush
Rs
Curtain rod
Rs
Flat steel
Rs
Wooden beads (TAJ)
Rs
Wooden beads (corner)
Rs
E-Board
Rs
Gypsum board
Rs
PVC panel
Rs
Joining compound
Rs
Connecting clip
Rs
Joint tape
Rs
joint finiser
Rs
50 x 32 x 0.50 ceiling channel
Rs
Cross tee
Rs
Wall angle
Rs
Rawl plugs
Rs
Screw 35 mm
Rs
Dasfastner
Rs
Butterfly clip
Rs
Hold down clips
Rs
7947.23
5255.15
4321.42
3365.31
2850.47
2409.19
3972.52
3294.80
2704.06
cum
cum
cum
cum
cum
cum
cum
cum
cum
7.50 Each
70.00 Kg
115.00 cum
8.00 Nos
12.00 Nos
75.00 Per 100
15.00 Per 100
60.00 10 Nos
47.25 Kgs
350.00 Kg
140.00 sft
48.00 Kgs
45.00 125gm
40.00 100gm
25.00 Kg
12.00 Rm
2500.00 qtls
100.00 Each
2.00 Each
510.00 qtls
3570.00 cum
26.70 Each
100.00 Each
42.00 Rm
47.00 Kgs
6.00 rft
9.00 rft
280.00 sqm
480.00 sqm
640.00 sqm
49.00 Kgs
7.00 Each
182.00 Roll
30.00 Kgs
138.00 Kgs
192.00 Kgs
188.00 Kgs
9.00 Each
2.50 Each
20.00 Each
10.00 Each
10.00 Each

43
44
45
46
47
48
P
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
Q
1
2
3
4
5
6
7
8
9
10
11
Fevicol/ dendrite
Plaster of paris
Anti streeping
Epoxy
Terpin tel
Through / bond Stone
MARBLES AND TILES
Marble Stone (Zebra black marble
or equivalent)
Marble Stone (Raj nagar Plain
Marble / Udaipur green marble)
Granite Stone
Kota Stone
Terroza tiles
Glazed Ceramic Tiles Plain or
normal prints
Glazed Ceramic Tiles Luster print
Glazed Ceramic Tiles Special
colour
Glazed Ceramic Floor Tiles Plain
colour
Glazed Ceramic Tiles special colour
Glazed Ceramic Tiles antiskid
Glossy series
Vetrified Floor Tiles Royal / Italian
Vetrified Floor Tiles Classica
Vetrified Floor Tiles Pearl (white,
marvel atlanta, jet black)
Chequers tiles
Pigment
DOORS & WINDOW FITTINGS
Steel Butt Hinges 4"
Steel Butt Hinges 3"
Steel Butt Hinges 2"
Steel Screw 40mm
Steel Screw 20mm
Glass 3 mm thick
Glass 4 mm thick
Glass 6 mm thick
Prelaminated sheet 12mm thich
M S HINGES
150x31x4mm Hinges
125x31x4mm
100x31x3mm
Screw
BRASS HINGES
150x31x4mm Hinges
125x31x4mm
100x31x3mm
Screw
Praliament hinges(150 x 110 MM)
63
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
190.00
15.00
200.00
340.00
55.00
45.37
730.00
1100.00
1400.00
480.00
320.00
320.00
340.00
450.00
320.00
450.00
450.00
880.00
1100.00
1340.00
230.00
70.00
55.00
42.00
28.00
1.00
0.80
25.00
30.00
50.00
55.00
48.00
40.00
32.00
0.80
140.00
132.00
121.00
1.50
40.00
Kg
kg
Kg
Kg
ltrs
Each
sqm
sqm
sqm
sqm
sqm
sqm
sqm
sqm
sqm
sqm
sqm
sqm
sqm
sqm
sqm
kg
Each
Each
Each
Each
Each
sft
sft
sft
sft
Each
Each
Each
Each
Each
Each
Each
Each
Each

12
13
14
15
16
17
18
Screw for Praliament hinges
Brass CP Praliament hinges(150 x
110 MM)
SLIDING BOLT(300 x 16 mm)
Ms (Bright Finish)
Bolts & nuts
M.S (Black enameled)
M.S (Oxidized)
Brass (bright Finish)
Brass (Chromium Plated)
Aluminum Oxidized
Aluminum Oxidized Screw
SLIDING BOLT(250 x 15 mm)
Ms (Bright Finish)
M.S (Black enameled)
M.S (Oxidized)
Brass (Bright Finish)
Brass (Chromium Plated)
Aluminum Oxidized
TOWER BOLT (300 X 10MM)
Ms (Bright Finish)
Brass (Bright Finish)
Brass (Chromium Plated)
Brass (Cupper Oxidized)
Aluminum Oxidized
TOWER BOLT (250 X 10MM)
Ms (Bright Finish)
Brass (Bright Finish)
Brass (Chromium Plated)
Brass Cupper Oxidized
Aluminum Oxidized
TOWER BOLT (200 X 10MM)
Ms (Bright Finish)
Brass (Bright Finish)
Brass Cupper Oxidized
Chromium Plated
Aluminum Oxidized
TOWER BOLT (150 X 10MM)
Ms (Bright Finish)
Brass (Bright Finish)
Brass Cupper Oxidized
Chromium Plated
Aluminum Oxidized
TOWER BOLT (100 X 6MM)
Ms (Bright Finish)
Brass (Bright Finish)
Brass Cupper Oxidized
Chromium Plated
Aluminum Oxidized
64
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
1.50
215.00
196.00
1.25
75.00
94.00
800.00
840.00
280.00
0.75
150.00
50.00
50.00
740.00
780.00
240.00
44.00
340.00
340.00
350.00
94.00
40.00
325.00
325.00
335.00
70.00
32.00
300.00
300.00
310.00
63.00
32.00
250.00
270.00
260.00
48.00
28.00
75.00
80.00
83.00
32.00
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each

19
20
21
22
23
24
25
a)
b)
R
a)
1
2
3
4
b)
1
2
3
4
5
6
7
8
9
c)
10
11
12
125MM SIZE HANDLES
Aluminum
Ms (Bright Finish)
Brass (Bright Finish)
Chromium Plated
100MM SIZE HANDLES
Aluminum
Ms (Bright Finish)
Brass (Bright Finish)
Chromium Plated
75MM SIZE HANDLES
Aluminum
Ms (Bright Finish)
Brass (Bright Finish)
Brass (Chromium Plated)
EYE HOOKS
150mm
Screw
MORTISE LOCK (100mm)
Brass (Bright Finish)
Brass (CO)
Brass (Chromium Plated)
Ms (Bright Finish)
MORTISE LOCK WITH DEAD
BOLTS
Brass (Bright Finish)
Brass (CO)
Brass (Chromium Plated)
Ms (Bright Finish)
DOOR CLOSER
Hydrolic
Spring
PLY BOARD
One side Teak (Water proof)
Solid hard core Board 38mm
Solid hard core Board 35mm
Solid hard core Board 30 mm
Solid hard core Board 25 mm
B S Commercial (Water proof) IS
2202
Solid hard core Board 38mm
Solid hard core Board 35mm
Solid hard core Board 30 mm
Solid hard core Board 25 mm
Teak ply 4mm
Ply wood 4mm
Ply wood 6mm
Ply wood 12 mm
Ply wood 19mm
Local water proof ply boards Grade
II
Ply wood 4mm
Ply wood 6mm
Ply wood 12 mm
65
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
44.00
15.00
81.00
81.00
19.00
15.00
62.50
62.50
18.75
15.00
50.00
50.00
7.50
0.50
1062.50
1062.50
1187.50
375.00
1062.50
1062.50
1187.50
343.75
800.00
153.00
200.00
190.00
175.00
165.00
160.00
148.00
130.00
115.00
68.00
52.00
78.00
126.00
170.00
22.00
30.00
40.00
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
sft
sft
sft
sft
sft
sft
sft
sft
sft
sft
sft
sft
sft
sft
sft
sft

13
14
d)
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
S
1
2
3
4
5
T
1
2
3
4
5
6
9
Ply wood 19mm
Sunmica Sheet
FIBER REINFORCED PLASTIC
Factory made glass reinforced
plastic door frame 90 x 45 mm
Factory made 30 mm glass fibre
reinforced plastic panel door shutter
Factory made glass reinforced
plastic door frame 90 x 45 mm
Factory made 35 mm glass fibre
reinforced plastic panel door shutter
Factory made 40 mm glass fibre
reinforced plastic panel door shutter
Factory made 30 mm glass fibre
reinforced plastic panel door shutter
Factory made 35 mm glass fibre
reinforced plastic panel door shutter
Factory made 40 mm glass fibre
reinforced plastic panel door shutter
Factory made glass reinforced
polyester (FRP) windows shutter 75
x 30 mm
Factory made glass reinforced
polyester (FRP) windows shutter 75
x 35 mm
Factory made glass reinforced
polyester (FRP) windows shutter 75
x 40 mm
Factory made glass reinforced
polyester (FRP) windows frame 90
x 45 mm
Factory made glass reinforced
polyester (FRP) windows frame 90
x 45 mm (double rebate)
Factory made glass reinforced
polyester (FRP) windows frame 150
x 45 mm
Factory made glass reinforced
polyester (FRP) windows frame 150
x 45 mm (double rebate)
PRIMERS
Primer ( Wood )
Red oxide Zinc Chromate primer
Primer ( Metal ) Red oxide
Cement primer (Solvent Base)
Cement primer ( Water base)
PAINTINGS
Synthetic Enamel (High gloss)
Plastic emulsion paints
Synthetic distemper
Acrylic distemper
Exterior Emulsion paints
Cement paint (Snoeceam)
Aluminum Paints ( Al )
66
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
50.00
30.00
439.55
2005.29
514.80
2475.78
2691.07
2280.71
2637.25
2852.53
363.00
429.00
495.00
481.80
643.50
580.00
808.50
157.00
132.00
123.00
161.00
101.00
207.00
239.00
85.00
76.00
249.00
48.00
190.00
sft
sft
M
sqm
M
sqm
sqm
sqm
sqm
sqm
m
m
m
m
m
m
m
lit
lit
lit
lit
lit
lit
lit
Kg
Kg
lit
Kg
lit

12
13
14
15
16
U
1
2
3
4
5
6
7
8
V
1
2
3
4
5
6
7
W
1
2
3
4
5
6
7
8
10
11
13
14
X
1
2
3
4
5
6
7
12
Y
1
2
3
Thinners 800
Thinners
Red / Green corrugal
Red oxide
Bitumen Paints
POLISHING ITEMS
Wood filler glue/Melamine sealer
Synthetic clear varnish
Gopal varnish
Varnishes & Black
Touch wood (GR - 0) Clear matt
Shellac
Spirit
Wax Polish
WHITE WASHING &
DISTEMPERING
Lime
Indigo/ Neer
Dry Distemper
Whiting
Washable Distemper
Water proofing cement paints
Plaster of paris
SANITARY FITTINGS
Orissa Pan 53x41White
Orissa Pan 58x44 (Box rim)White
Orissa Pan 58x44 Special
Orissa Pan 58x44 (Box rim)Special
European One pice(Starwhite)
European One pice(Ivory)
W.C. pan (European Bidets
standard)
W.C. pan European Bidets
constillation special
Urinal flat back ideal 44x31.5x32.5
Urinal plate 68 x 30
Sit cover Constillation starwhite col
Sit cover Constillation special col
WALL HUNG WASH BASIN
Wash basin Standard 63x45cm
Wash basin Delta 55x40cm
Wash basin compact45x30
Wash basin miche58x43cm
Wash basin 46x36cm
Wash basin 51x40cm
Wash basin 35 x 35 cm corner
Wash Basin Pedestal.
COUNTER TYPE WASH BASIN
Wash basin 63x50cm
Wash basin 57 x 45
Wash basin 49x36
67
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
CAT NO
20004 Rs
20042 Rs
20004 Rs
20004 Rs
92008 Rs
92008 Rs
30001 Rs
30006 Rs
60005 Rs
61001 Rs
Rs
Rs
10001 Rs
10010 Rs
10004 Rs
10040 Rs
10036 Rs
10007 Rs
10072 Rs
11003 Rs
10045 Rs
10047 Rs
10051 Rs
164.00
168.00
166.00
45.00
135.00
260.00
190.00
190.00
125.00
280.00
650.00
75.00
312.00
1760.00
3.50
100.00
135.00
90.00
25.00
20.00
1050.00
1150.00
2080.00
2950.00
11900.00
13600.00
3990.00
3986.00
602.00
980.00
669.00
669.00
1598.00
752.00
578.00
833.00
531.00
625.00
1309.00
825.00
2542.00
1169.00
1100.00
lit
lit
lit
Kg
lit
lit
lit
lit
lit
lit
Kg
lit
Kg
Qtl
10 g
Kg
Kg
Kg
Kg
Kg
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each

Z
1
2
AA
1
2
3
2
AB
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
AC
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
KITCHEN SINK
610x450x25mm(steel)
610x450x20mm(precast)
FLUSHING CISTERN
10 liter automatic flushing cistern.
Flushing cistern with fittings.
5 liter automatic flushing cistern.
Dual flushing cistern with
fittings6/3 ltrs Special.
68
S100/150 Rs
S100/151 Rs
Rs
Rs
Rs
Rs
4037.00
4037.00
1084.00
674.00
674.00
948.00
WATER SUPPLY FITTINGS
BATHROOM FITTINGS MARC / JAQUAR/CERA/ESSCO
CP pillar Cock
Rs 525.00
CP Bib cock
Rs 515.00
CP Bib cock Long Body
Rs 695.00
CP Angular Stop cock
Rs 970.00
Concealed Stop Cock
Rs 880.00
C.P 190mm long connecting pipe.
Rs 160.00
Standard size G.I. flush pipe with
special fittings.
Rs 355.00
Shower arm 190mm long
Rs 285.00
Shower
Rs 265.00
Waster coupling
Rs 173.00
Basin Mixer
Rs 1450.00
Brass stop cock
Rs 405.00
Brass Bib cock
Rs 415.00
Brass Gateway Valve 15 mm dia
Rs 445.00
Brass Gateway Valve 20 mm dia
Rs 605.00
Brass Gateway Valve 25 mm dia
Rs 895.00
Brass Gateway Valve 32 mm dia
Rs 1255.00
Ball valve Brass with plastic float
Rs 298.00
BATH ROOM ACCESSORIES
CP Towel Rail 600x20mm
CP Towel Rail 740x20mm
CP Towel Ring
CP Soap Tray / Dish
CP Toilet paper Holder
CP Glass shelf 22"
CP Brass chain with plug.
Beveled gauge Bath room Mirror
AC sheet
PVC cleat
Bath room Mirror Admiral type
CP Screw
Proclean soap tray
PVC wash basin concealed
connection
1.5" dia with fittings
Hi-density Polyethylene water tank
500 ltrs i/c fittings
Hi-density Polyethylene water tank
1000 ltrs i/c fittings
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
675.00
725.00
410.00
225.00
360.00
900.00
38.00
675.00
60.00
1.00
297.00
2.50
390.00
70.00
3093.75
6187.50
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Rm
Each
Each

17
19
20
21
22
23
24
25
26
27
28
29
30
Hi-density Polyethylene water tank
2000 ltrs i/c fittings
C.I. brackets.(pair)
100mm SCI p or S strap.
Spreader with fittings.
100mm half round channel.
G.I.flush pipe with fittings.
CI trap 65mm with fittings.
Lead or PUC connection.
69
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
PVC SOIL PIPE (ISI)
75 MM 10 feet long Rs
110 MM 10 feet long Rs
160 MM 10 feet long Rs
Bend
75 MM
110 MM
160 MM
Tee
75 MM
110 MM
160 MM
Equal Junction
75 MM
110 MM
160 MM
Offset
75 MM
110 MM
160 MM
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
Rs
12375.00
45.00
167.00
432.00
270.00
60.00
178.00
5.00
352.00
625.00
1150.00
71.00
118.00
415.00
92.00
162.00
588.00
180.00
367.00
955.00
227.00
442.00
645.00
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each

GENERAL NOTES
PART – II: ROAD, BRIDGES AND RIVER TRAINING WORKS
1. "Specifications" would refer to the "Specifications for road and bridge works" (4 th Revision)
published by the Indian Roads Congress August-2001, on behalf of the Government of India,
Ministry of Road Transport & Highway (Roads Wing).
2. "Clause" would refer to clauses of the specifications referred to in note (a) above.
3. "Engineer-in-charge" would refer to the Divisional Engineer of the division.
4. "Table" would refer to the table of the aforesaid specifications.
5. The rates have been analysed using mechanical means. Manual means for certain items
have also been provided which can be used for areas inaccessible to machines and for
small jobs.
6. The rates of all items include element of setting out and carrying out the work in narrow or part
width of road, where directed.
7. In the absence of any stipulation to the contrary, unit rates for different items of works are for
completing the works to the specifications I/c full compensation for all operations detailed in
the relevant sections of the specifications under "Rates". The rates are to be considered as the
full inclusive rate for the finished work covering all labour, material, royalties, lease, rent,
wastage, temporary work, plant, equipment, overhead charges and profit, unless specified
otherwise.
8. Mode of measurements shall be as per provisions contained in the relevant clauses of the
specifications unless specified otherwise.
9. The rates include the element of hire and running charges of all types of plant, machinery and
equipment required to complete the work unless specified otherwise. Royalty, octroi- duty and
all other taxes are included in the rates.
10. The rates include making arrangement of traffic as per clause No.112 except for initial
treatment to verge, shoulders and construction of diversion.
11. The rates include all cleaning operations. The rates also include provision of coir rope being
used for premix carpet and surface dressings for providing supports to edges.
12. The rates also include the element of testing of samples of various materials brought by the
contractor for use on the work as well as other tests for items of work as stipulated in the
specifications as per clause 903 and its sub-clauses of specifications for road and bridge works
of MORT&H (4th revision). Frequency of such tests to be carried out must not be less than the
prescribed frequencies.
13. Tests shall have to be conducted for the contractor's material by his Engineers under the
supervision of the Engineer-in-charge or his authorized representatives. Before making any
payment it will be the responsibility of the officer making payment to ensure that all tests as
per prescribed frequencies have been carried out.
71

14. Rates of items would apply for work order / piece work system also.
15. Rates for transportation in Chapter No. 1 of "Carriage of Material" include :-
i) Loading and unloading into transport vehicle with incidental leads upto 100 m at each
place and all lifts.
ii) Stacking at suitable places as directed by the Engineer-in-charge, the weights of
the container of any material shall be ignored.
16. Latest I.R.C. Codes / MoRT&H Specification shall be followed for all works.
17. The materials of construction shall be governed as per relevant I.S. Codes.
18. If the cement / bitumen/ steel is brought by the contractor, the contractor shall be responsible
for ensuring the quality of materials and would be bound to conduct any or all tests at his cost
for ensuring its quality as per directions of the Engineer-in-Charge.
19. The section 900 of the specification mentions "as required" against some of the tests. To stave
off disputes the following frequencies are specified :-
(a) Deleterious material. One test per 500 Cum. or part thereof.
(b) C.B.R. -----do------
20. For comprehensive items, quantities of aggregates, screenings, granular materials and binding
materials etc. indicated in the specifications are loose. No extras on account of any voids or
bulkages etc. will be paid separately. Where it is proposed only to supply, transport and stack
the mineral aggregates for use in pavement courses, the quantities indicated in the
specifications shall be supplied but payment for the same shall be regulated on the basis of
volumes to be computed after deductions specified in clause 514.5. The stacking will have to
be in a trapezoidal section having base 1.5 M., top width 0.5 M. and height 0.5 M. The length
should be as long as conveniently possible.
21. For construction of reinforced earth retaining wall, back filling shall be paid separately as per
Chapter-3 "Earth work, erosion control and drainage"
22. For WBM Grade-I and Grade-II broken stone can be used, for WBM Grade-III, only crushed
stone shall be used.
23. Metal to be used for all bituminous courses and cement concrete shall be crushed in
mechanical crushers.
24. The use of vibratory roller is essential for all the items wherever compaction/consolidation is
to be done with rollers unless specified otherwise.
25. The surface regularity of the completed sub-grade, sub-base, base courses, widening of
surfaces and bituminous courses in the longitudinal and transverse directions shall be within
the tolerances indicated in the table 900-1 of the specifications. For checking, specifications
clause 902 shall apply.
72

SCHEDULE OF RATES FOR ROAD, BRIDGES AND RIVER TRAINING WORKS
Item No. Descriptions Unit Rate 2012
(Rs.)
1 CARRIAGE OF MATERIALS
1.1 Loading and unloading of stone boulder/stone
aggregates/sand/ kanker/moorum. (Placing tipper at
loading point, loading with front end loader,
dumping, turning for return trip, excluding time for
haulage and return trip)
1.2 Loading and Unloading of Boulders by Manual
Means
1.3 Loading and Unloading of Cement or Steel by
Manual Means and stacking.
1.4 Cost of Haulage Excluding Loading and Unloading
(i) Surfaced Road
(ii) Unsurfaced Gravelled Road
(iii) Katcha Track and Track in river bed / nallah bed and
choe bed.
1.5 Hand Broken Stone Aggregates 63 mm nominal size
(Supply of quarried stone, hand breaking into coarse
aggregate 63 mm nominal size (passing 80 mm and
retained on 50 mm sieve) and stacking as directed)
1.6 Crushing of stone aggregates 13.2 mm nominal size.
(Crushing of stone boulders of 150 mm size in an
integrated stone crushing unit of 200 tonnes per hour
capacity comprising of primary and secondary
crushing units, belt conveyor and vibrating screens to
obtain stone aggregates of 13 mm nominal size.)
1.7 Crushing of stone aggregates 20 mm nominal size
(Crushing of stone boulders of 150 mm size in an
integrated stone crushing unit of 200 tonnes per hour
capacity comprising of primary and secondary
crushing units, belt conveyor and vibrating screens to
obtain stone aggregates of 20 mm nominal size.)
1.8 Crushing of stone aggregates 40 mm nominal size
(Crushing of stone boulders of 150 mm size in an
integrated stone crushing unit of 200 tonnes per hour
capacity comprising of primary and secondary
crushing units, belt conveyor and vibrating screens to
obtain stone aggregates of 40 mm nominal size.)
1.9 Loading and Unloading of Bitumen by Manual
Means
73
cum 87.00
cum 109.78
tonne 153.58
tonne.km 5.57
tonne.km 6.96
tonne.km 8.72
cum 751.68
cum 750.23
cum 636.49
cum 537.01
Mt 62.75

1.20 Loading and Unloading of NP2/NP3/NP4 Hume Pipe
of all diameter.
2 SITE CLEARANCE
2.1 Cutting of Trees, including Cutting of Trunks,
Branches and Removal (Cutting of trees, including
cutting of trunks, branches and removal of stumps,
roots, stacking of serviceable material with all lifts
and up to a lead of 50mtrs and earth filling in the
depression/pit.)
74
No 260.67
(i) Girth from 300 mm to 600 mm each 146.16
(ii) Girth from 600 mm to 900 mm each 222.72
(iii) Girth from 900 mm to 1800 mm each 491.84
(iv) Girth above 1800 mm
2.2 Clearing Grass and Removal of Rubbish
2.3 Clearing and Grubbing Road Land. (Clearing and
grubbing road land including uprooting rank
vegetation, grass, bushes, shrubs, saplings and trees
girth up to 300 mm, removal of stumps of trees cut
earlier and disposal of unserviceable materials and
stacking of serviceable material to be used or
auctioned up to a lead of 50 metres including
removal and disposal of top organic soil not
exceeding 150 mm in thickness.)
(i) By Manual Means:-
each 983.68
hectare 12296.00
A In area of light jungle hectare 36888.00
B In area of thorny jungle hectare 49184.00
(ii) By Mechanical Means
A In area of light jungle hectare 20993.68
B In area of thorny jungle
2.4 Dismantling of Structures (Dismantling of existing
structures like culverts, bridges, retaining walls and
other structure comprising of masonry, cement
concrete, wood work, steel work, including T&P and
scaffolding wherever necessary, sorting the
dismantled material, disposal of unserviceable
material and stacking the serviceable material with
all lifts and lead of 1000 metres)
(i) Lime /Cement Concrete
I By Manual Means
hectare 25487.52
A Lime Concrete, cement concrete grade M-10 and
below
cum 285.69
B Cement Concrete Grade M-15 & M-20 cum 334.86

C Pre-stressed / Reinforced cement concrete grade M-
20 & above
II By Mechanical Means for items No. 202( b) & ( c)
75
cum 849.91
A Cement Concrete Grade M-15 & M-20 cum 422.33
B Prestressed / Reinforced cement concrete grade M-20
& above
(ii) Dismantling Brick / Tile work
cum 712.10
A In lime mortar cum 187.32
B In cement mortar cum 236.50
C In mud mortar cum 167.65
D Dry brick pitching or brick soling cum 157.80
(iii) Dismantling Stone Masonry
A Rubble stone masonry in lime mortar cum 206.99
B Rubble stone masonry in cement mortar. cum 236.50
C Rubble Stone Masonry in mud mortar. cum 187.32
D Dry rubble masonry cum 177.48
E Dismantling stone pitching/ dry stone spalls. cum 167.65
F Dismantling boulders laid in wire crates including
opening of crates and stacking dismantled materials.
(iv) Wood work wrought framed and fixed in frames of
trusses upto a height of 5 m above plinth level
(v) Steel work in all types of sections upto a height of 5
m above plinth level excluding cutting of rivet.
cum 187.32
cum 430.46
A Including dismembering tonne 1071.15
B Excluding dismembering. tonne 802.43
C Extra over item No( V ) A and( V ) B for cutting
rivets.
(vi) Scraping of bricks dismantled from brick work
including stacking.
tonne 7.89
A In lime/Cement mortar 1000 nos 860.72
B In mud mortar 1000 nos 307.41
(vii) Scraping of Stone from dismantled stone masonry
A In cement and lime mortar cum 345.68
B In Mud mortar cum 73.09
(viii) Scarping plaster in lime or cement mortar from brick/
stone masonry
(ix) Removing all type of hume pipes and stacking within
a lead of 1000 metres including earthwork and
dismantling of masonry works.
sqm 11.15
A Up to 600 mm dia metre 127.60
B Above 600 mm to 900 mm dia metre 172.85
C Above 900 mm metre 295.81

2.5 Dismantling of Flexible Pavements (Dismantling of
flexible pavements and disposal of dismantled
materials up to a lead of 1000 metres, stacking
serviceable and unserviceable materials separately)
I By Manual Means
A Bituminous courses cum 525.37
B Granular courses cum 381.82
II By Mechanical Means
A Bituminous course
2.6 Dismantling of Cement Concrete Pavement
(Dismantling of cement concrete pavement by
mechanical means using pneumatic tools, breaking to
pieces not exceeding 0.02 cum in volume and stock
piling at designated locations and disposal of
dismantled materials up to a lead of 1000 metres,
stacking serviceable and unserviceable materials
separately)
2.7 Dismantling Guard Rails (Dismantling guard rails by
manual means and disposal of dismantled material
with all lifts and up to a lead of 1000 metres, stacking
serviceable materials and unserviceable materials
separately.)
2.8 Dismantling Kerb Stone (Dismantling kerb stone by
manual means and disposal of dismantled material
with all lifts and up to a lead of 1000 metre)
2.9 Dismantling Kerb Stone channel (Dismantling kerb
stone channel by manual means and disposal of
dismantled material with all lifts and up to a lead of
1000 metre)
2.10 Dismantling Kilometre Stone (Dismantling of
kilometre stone including cutting of earth, foundation
and disposal of dismantled material with all lifts and
lead upto 1000 m and back filling of pit.)
76
cum 237.06
cum 1007.46
metre 57.48
metre 12.06
metre 18.10
A 5th KM stone each 281.01
B Ordinary KM Stone each 164.14
C Hectometre Stone
2.11 Dismantling of Fencing (Dismantling of barbed wire
fencing/ wire mesh fencing including posts,
foundation concrete, back filling of pit by manual
means including disposal of dismantled material with
all lifts and up to a lead of 1000 metres, stacking
serviceable material and unserviceable material
separately. )
each 32.83
metre 35.70

2.12 Dismantling of CI Water Pipe Line (Dismantling of
CI water pipe line 600 mm dia including disposal
with all lifts and lead upto 1000 metres and stacking
of serviceable material and unserviceable material
separately under supervision of concerned
department)
2.13 Removal of Cement Concrete Pipe of Sewer Gutter
(Removal of cement concrete pipe of sewer gutter
1500 mm dia under the supervision of concerned
department including disposal with all lifts and up to
a lead of 1000 metres and stacking of serviceable and
unserviceable material separately but excluding earth
excavation and dismantling of masonry works.)
2.14 Removal of Telephone / Electric Poles and Lines
(Removal of telephone / Electric poles including
excavation and dismantling of foundation concrete
and lines under the supervision of concerned
department, disposal with all lifts and up to a lead of
1000 metres and stacking the serviceable and
unserviceable material separately)
3 EARTH WORK, EROSION CONTROL AND
DRAINAGE
3.1 Excavation in Hill Area in Soil by Mechanical Means
a) Excavation in soil in hilly area by mechanical means
including cutting and trimming of side slopes and
disposing of excavated earth with all lifts and lead
upto 1000 metres.
b) In case the land on the valley side is barren and there
is no objection for disposing of excavated earth on
the valley side, the provision of front end loader and
tipper shall be deleted as excavated earth shall be
disposed off on the valley side.
3.2 Excavation in Hill Area in Soil by Manual Means
a) Excavation in soil in hilly area by manual means
including cutting and trimming of side slopes and
disposing of excavated earth with all lifts and lead
upto 50 metres.
b) In case the land on the valley side is barren and there
is no objection for disposing of excavated earth on
the valley side, the provision of front end loader and
tipper shall be deleted as excavated earth shall be
disposed off on the valley side.
3.3 Excavation in Hilly Area in Ordinary Rock by
Mechanical Means not Requiring Blasting.
77
metre 117.68
metre 143.26
each 126.69
cum 100.18
cum 54.67
cum 152.31
cum 102.20
cum

a) Excavation in hilly area in ordinary rock not
requiring blasting by mechanical means including
cutting and trimming of slopes and disposal of cut
material with all lift and lead upto 1000 metres.
b) In case the land on the valley side is barren and there
is no objection for disposing of excavated earth on
the valley side, the provision of front end loader and
tipper shall be deleted as excavated earth can be
disposed off on the valley side.
3.4 Excavation in Hilly Area in Ordinary Rock by
Manual Means not Requiring Blasting.
a) Excavation in hilly area in ordinary rock not
requiring blasting by Manual means including cutting
and trimming of slopes and disposal of cut material
with all lift and lead upto 50 metres.
b) In case the land on the valley side is barren and there
is no objection for disposing of excavated earth on
the valley side, the provision of front end loader and
tipper shall be deleted as excavated earth can be
disposed off on the valley side.
3.5 Excavation in Hilly Areas in Hard Rock Requiring
Blasting
a) Excavation in hilly areas in hard rock requiring
blasting, by mechanical means including trimming of
slopes and stacking of cut material with all lifts and
lead upto 50 metres.
b) Excavation in hilly areas in hard rock requiring
blasting, by Manual means including trimming of
slopes and collection of 40% of cut material and
disposal of rest of the materials with all lifts and lead
upto 50 metres.
3.6 Excavation in Hilly Areas in Hard Rock Blasting
Prohibited
a) Excavation in hilly areas in hard rock requiring
blasting, by Manual means including trimming of
slopes and stacking of 60% of cut material with all
lifts and lead upto 50 metres.
3.7 Removal of Unserviceable Soil with Disposal upto
1000 metres (Removal of unserviceable soil
including excavation, loading and disposal upto 1000
metres lead but excluding replacement by suitable
soil which shall be paid separately as per clause 305.)
78
cum 152.96
cum 93.25
cum 268.98
cum 218.87
cum 238.79
cum 243.34
cum 207.25
cum 46.35

3.8 Pre-splitting of Rock Excavation Slopes (Carrying
out excavation in hard rock to achieve a specified
slope of the rock face by controlled use of explosives
and blasting accessories in properly aligned and
spaced drill holes, collection of the excavated rock
by a 80 HP dozer, loading in tipper by a front end
loader and disposing of the material with all lifts and
lead upto 1000 m, all as specified in clause No. 303)
3.9 Excavation for Structures (Earth work in excavation
of foundation of structures as per drawing and
technical specification, including setting out,
construction of shoring and bracing, removal of
stumps and other deleterious matter, dressing of sides
and bottom, backfilling the excavation earth to the
extent required and utilizing the remaining earth
locally for road work.)
(i) Ordinary soil
79
sqm 161.90
A Manual Means (Depth upto 3 m) cum 196.74
B Mechanical Means (Depth upto 3 m) cum 32.08
(ii) Ordinary rock (not requiring blasting)
A Manual Means (Depth upto 3 m) cum 245.92
B Mechanical Means cum 42.28
(iii) Hard rock ( requiring blasting )
A Manual Means cum 453.66
(iv) Hard rock ( blasting prohibited )
A Mechanical Means cum 528.96
(v) Marshy soil
A Manual means ( upto 3 m depth) cum 390.67
B Mechanical Means
3.10 Scarifying Existing Granular Surface to a Depth of
50 mm by Manual Means (Scarifying the existing
granular road surface to a depth of 50 mm and
disposal of scarified material within all lifts and leads
upto 1000 metres. )
3.11 Scarifying existing bituminous surface to a depth of
50 mm by mechanical means (Scarifying the existing
bituminous road surface to a depth of 50 mm and
disposal of scarified material with in all lifts and lead
upto 1000 metres.)
3.12 Embankment Construction with Material Obtained
from Borrow Pits (Construction of embankment with
approved material obtained from borrow pits with all
lifts and leads, transporting to site, spreading, grading
to required slope and compacting to meet
requirement of table 300-2)
cum 129.17
sqm 19.17
sqm 9.70
cum 207.09

3.13 Construction of Embankment with Material
Deposited from Roadway Cutting (Construction of
embankment with approved materials deposited at
site from roadway cutting and excavation from drain
and foundation of other structures graded and
compacted to meet requirement of table 300-2)
3.14 Construction of Subgrade and Earthen Shoulders
(Construction of subgrade and earthen shoulders with
approved material obtained from borrow pits with all
lifts & leads, transporting to site, spreading, grading
to required slope and compacted to meet requirement
of table No. 300-2)
3.15 Compacting Original Ground
Case-I Compacting original ground supporting subgrade
(Loosening of the ground upto a level of500 mm
below the subgrade level, watered, graded and
compacted in layers to meet requirement of table
300-2 for subgrade construction.)
Case-II :Compacting original ground supporting
embankment
3.16 Stripping and Storing Top Soil (Stripping, storing of
top soil by road side at 15 m internal and reapplication
on embankment slopes, cut slopes and
other areas in localities where the available
embankment material is not conducive to plant
growth)
3.17 Stripping, storing and re-laying top soil from borrow
areas in agriculture fields. (Stripping of top soil from
borrow areas located in agriculture fields, storing at a
suitable place, spreading and re-laying after taking
the borrow earth to maintain fertility of the
agricultural field, finishing it to the required levels
and satisfaction of the farmer.)
3.18 Turfing with Sods (Furnishing and laying of the live
sods of perennial turf forming grass on embankment
slope, verges or other locations shown on the
drawing or as directed by the engineer including
preparation of ground, fetching of rods and watering)
3.19 Seeding and Mulching (Preparation of seed bed on
previously laid top soil, furnishing and placing of
seeds, fertilizer, mulching material, applying
bituminous emulsion at the rate of0.23 litres per sqm
and laying and fixing jute netting, including watering
for 3 months all as per clause 308)
80
cum 120.52
cum 266.52
cum 67.50
cum 38.09
cum 167.04
cum 89.80
sqm 48.31
sqm 156.58

3.20 Surface Drains in Soil (Construction of unlined
surface drains of average cross sectional area 0.40
sqm in soil to specified lines, grades, levels and
dimensions to the requirement of clause 301 and 309.
Excavated material to be used in embankment within
a lead of50 metres (average lead 25 metres))
A Mechanical means metre 18.91
B Manual Means
3.21 Surface Drains in Ordinary Rock (Construction of
unlined surface drain of average cross sectional area
0.4 sqm in ordinary rock to specified lines, grades,
levels and dimensions as per approved design and to
the requirement of clause 301 to 309. Excavated
material to be used in embankment at site.)
81
metre 49.18
A Mechanical Means metre 33.99
B Manual Means metre 73.78
3.22 Surface Drains in Hard Rock (Rate per metre may be
worked out based on quantity of hard rock as per
design.)
3.23 Sub Surface Drains with Perforated Pipe
(Construction of subsurface drain with perforated
pipe of 100 mm internal diameter of metal/ asbestos
cement/ cement concrete/PVC, closely jointed,
perforations ranging from 3 mm to 6 mm depending
upon size of material surrounding the pipe, with 150
mm bedding below the pipe and 300 mm cushion
above the pipe, cross section of excavation 450 x 550
mm. Excavated material to be utilised in roadway at
site )
3.24 Aggregate Sub- Surface Drains (Construction of
aggregate sub surface drain 300 mm x 450 mm with
aggregates conforming to table 300-4, excavated
material to be utilised in roadway)
3.25 Underground Drain at Edge of Pavement
(Construction of an underground drain 1 m x 1 m
(inside dimensions) lined with RCC-20 cm thick and
covered with RCC slab10 cm in thickness on urban
roads)
3.26 Preparation and Surface Treatment of formation.
(Preparation and surface treatment of formation by
removing mud and slurry, watering to the extent
needed to maintain the desired moisture content,
trimming to the required line, grade, profile and
rolling with 8-10 tonne smooth wheeled roller,
complete as per clause 310.)
metre
metre 565.15
metre 98.14
metre 15465.00
sqm 2.54

3.27 Construction of Rock fill Embankment (Construction
of rock fill embankment with broken hard rock
fragments of size not exceeding 300 mm laid in
layers not exceeding 500 mm thick including filling
of surface voids with stone spalls, blinding top layer
with granular material, rolled with vibratory road
roller, all complete as per clause 313)
4 SUB-BASES, BASES ( NON- BITUMINOUS)
AND SHOULDERS
4.1 Granular Sub-base with Close Graded Material
(Table:- 400-1)
A Plant Mix Method (Construction of granular sub-base
by providing close graded Material, mixing in a
mechanical mix plant at OMC, carriage of mixed
Material to work site, spreading in uniform layers
with motor grader on prepared surface and
compacting with vibratory power roller to achieve
the desired density, complete as per clause 401 )
82
cum 84.19
(i) for grading- I Material cum 1578.73
(ii) for grading- II Material cum 1652.13
(iii) for grading-III Material
B By Mix in Place Method (Construction of granular
sub-base by providing close graded material,
spreading in uniform layers with motor grader on
prepared surface, mixing by mix in place method
with rotavator at OMC, and compacting with
vibratory roller to achieve the desired density,
complete as per clause 401)
cum 1707.44
(i) for grading- I Material cum 1195.00
(ii) for grading- II Material cum 1268.41
(iii) for grading-III Material
4.2 Granular Sub-Base with Coarse Graded Material (
Table:- 400- 2) (Construction of granular sub-base by
providing coarse graded material, spreading in
uniform layers with motor grader on prepared
surface, mixing by mix in place method with
rotavator at OMC, and compacting with vibratory
roller to achieve the desired density, complete as per
clause 401)
cum 1323.71
(i) for grading- I Material cum 1167.93
(ii) for grading- II Material cum 1208.02
(iii) for grading-III Material cum 1267.42

4.3 Lime Stabilisation for Improving Subgrade (Laying
and spreading available soil in the subgrade on a
prepared surface, pulverising, mixing the spread soil
in place with rotavator with 3 % slaked lime having
minimum content of 70% of CaO, grading with
motor grader and compacting with the road roller at
OMC to the desired density to form a layer of
improved sub grade)
A By Mechanical Means cum 1250.65
B By Manual Means
4.4 Lime Treated Soil for Sub- Base (Providing, laying
and spreading soil on a prepared sub grade,
pulverising, mixing the spread soil in place with
rotavator with 3 % slaked lime with minimum
content of 70% of CaO, grading with motor grader
and compacting with the road roller at OMC to
achieve at least 98%of the max dry density to form a
layer of sub base.)
4.5 Cement Treated Soil Sub Base/ Base (Providing,
laying and spreading soil on a prepared sub grade,
pulverising, adding the designed quantity of cement
to the spread soil, mixing in place with rotavator,
grading with the motor grader and compacting with
the road roller at OMC to achieve the desired
unconfined compressive strength and to form a layer
of sub-base/base.)
4.6 Cement Treated Crushed Rock or combination as per
clause 403.2 and table 400.4in Sub base/ Base
(Providing, laying and spreading Material on a
prepared sub grade, adding the designed quantity of
cement to the spread Material, mixing in place with
rotavator, grading with the motor grader and
compacting with the road roller at OMC to achieve
the desired unconfined compressive strength and to
form a layer of sub-base/base.)
83
cum 1250.42
cum 1345.24
cum 870.60
(i) For Sub-Base course cum 2036.21
(ii) For Base course
4.7 Making 50 mm x 50 mm Furrows (Making 50 mm x
50 mm furrows, 25mm deep, 450 to the center line of
the road and at one metre interval in the existing thin
bituminous wearing coarse including sweeping and
disposal of excavated material within 1000 metres
lead)
4.8 Inverted Choke (Construction of inverted choke by
providing, laying, spreading and compacting
screening B type/ coarse sand of specified grade in
uniform layer on a prepared surface with motor
grader and compacting with power roller etc)
cum 1793.45
sqm 2.73
cum 667.57

4.9 Water Bound Macadam (Providing, laying, spreading
and compacting stone aggregates of specific sizes to
water bound macadam specification including
spreading in uniform thickness, hand packing, rolling
with vibratory roller 8-10 tonnes in stages to proper
grade and camber, applying and brooming requisite
type of screening/ binding Materials to fill up the
interstices of coarse aggregate, watering and
compacting to the required density.)
A By Manual Means
(i) Grading- I
(a) Using Screening Crushable type such as Moorum or
Gravel
(b) Using Screening Type-A (13.2mm Agg.)
(ii) Grading- II
(a) Using Screening Crushable type such as Moorum or
Gravel
(b) Using Screening Type-A (13.2mm Agg.)
(c) Using Screening Type-B (11.2mm Agg.)
(iii) Grading- III
(a) Using Screening Crushable type such as Moorum or
Gravel
(b) Using Screening Type-B (11.2mm Agg.)
B By Mechanical Means:
(i) Grading- I
(a) Using Screening Crushable type such as Moorum or
Gravel
(b) Using Screening Type-A (13.2mm Agg.)
(ii) Grading- II
(a) Using Screening Crushable type such as Moorum or
Gravel
(b) Using Screening Type-A (13.2mm Agg.)
(c) Using Screening Type-B (11.2mm Agg.)
(iii) Grading- III
(a) Using Screening Crushable type such as Moorum or
Gravel
84
cum 1238.12
cum 1529.05
cum 1271.58
cum 1559.88
cum 1525.86
cum 1404.92
cum 1659.20
cum 1135.59
cum 1426.52
cum 1169.00
cum 1439.63
cum 1423.33
cum 1302.39
(b) Using Screening Type-B (11.2mm Agg.) cum 1556.67

4.10 Crushed Cement Concrete Sub-base / Base (Breaking
and crushing of material obtained by breaking
damaged cement concrete slabs to size range not
exceeding 75 mm as specified in table 400.7
transporting the aggregates obtained from breaking
of cement concrete slabs at a lead of L km., laying
and compacting the same as sub base/ base course,
constructed as WBM to clause 404 except the use of
screening or binding Material.)
4.11 Penetration Coat Over Top Layer of Crushed Cement
Concrete Base (Spraying of bitumen over cleaned
dry surface of crushed cement concrete base at the
rate of 25 kg per 10 sqm by a bitumen pressure
distributor, spreading of key aggregates at the rate of
0.13 cum per 10 sqm by a mechanical gritter and
rolling the surface as per clause 506.3.8)
4.12 Wet Mix Macadam (Providing, laying, spreading
and compacting graded stone aggregate to wet mix
macadam specification including premixing the
Material with water at OMC in mechanical mix plant
carriage of mixed Material by tipper to site, laying in
uniform layers with paver in sub- base / base course
on well prepared surface and compacting with
vibratory roller to achieve the desired density.)
4.13 Construction of Median and Island with Soil Taken
from Roadway Cutting (Construction of Median and
Island above road level with approved material
deposited at site from roadway cutting and
excavation for drain and foundation of other
structures, spread, graded and compacted as per
clause 407)
4.14 Construction of Median and Island with Soil Taken
from Borrow Areas (Construction of median and
Island above road level with approved material
brought from borrow pits, spread, sloped and
compacted as per clause 407)
4.15 Construction of Shoulders
A Earthen Shoulders: The rate as applicable for subgrade
construction may be adopted.
B Hard shoulders: Rate as applicable for sub-base and
or base may be adopted as per approved design
C Paved shoulders: The rate may be adopted as
applicable for different layers of pavement depending
upon approved design of paved shoulders.
85
cum 473.82
sqm 24.81
cum 1692.88
cum 216.09
cum 300.73
Refer 3.14

4.16 Footpaths and Separators (Construction of
footpath/separator by providing a 150 mm compacted
granular sub base as per clause 401 and 25 mm thick
cement concrete grade M15, over laid with precast
concrete tiles in cement mortar 1:3 including
provision of all drainage arrangements but excluding
kerb channel..)
4.17 Crusher Run Macadam Base (Providing crushed
stone aggregate, depositing on a prepared surface by
hauling vehicles, spreading and mixing with a motor
grader, watering and compacting with a vibratory
roller to clause 410 to form a layer of sub-base/Base)
A By Mix in Place Method
86
sqm 1501.65
(i) For 53 mm maximum size cum 1177.30
(ii) For 45 mm maximum size cum 1245.99
B By Mixing Plant :
(i) For 53 mm maximum size cum 1521.66
(ii) For 45 mm maximum size
4.18 Stone Edging Providing & laying 15 cm (6") wide
and 23 cm (9") deep hammer dressed stone edging
with clean hard selected stones including packing of
sides to proper line, level and as per directions of the
Engineer-in-Charge, complete.
4.19 Stone Soiling for road works Providing & laying
hand packed stone soling of specified thickness with
clean hard selected stones including hammer dressing
of stone for laying as per required level and camber
including packing with broken stones obtained from
hammer dressing to fill the voids to give uniform
surface as directed by the Engineer-in-Charge all
complete but excluding carriage and consolidation
using:
4.20
cum 1609.83
rm 43.27
A Manual means cum 560.28
B Mechanical means
Filling for road works Filling by supplying filling
materials from outside in road works, in layers not
exceeding 20cm in depth excluding carriage of
materials and including consolidation of each layer
by ramming, watering etc all complete by
manual/mechanical means.
Cum
Cum
464.56
146.72

5 BASES AND SURFACE COURSES
(BITUMINOUS)
5.1 Prime coat (Providing and applying primer coat with
bitumen emulsion on prepared surface of granular
Base including clearing of road surface and spraying
primer at the rate shown in 500-1 using mechanical
means.)
i) Low Porosity sqm 38.90
ii) Medium Porosity sqm 69.52
iii) High Porosity
5.2 Tack coat (Providing and applying tack coat with
bitumen emulsion using emulsion pressure
distributor at required rate on the prepared
bituminous/granular surface cleaned with mechanical
broom.)
87
sqm 87.90
i) Normal Bituminous Surface sqm 16.94
ii) Dry and Hungry Bituminous Surface sqm 20.01
iii) Granular Surface Treated with Primer sqm 23.07
iv) Granular Surface Not Treated with Primer sqm 29.19
v) Cement Concrete Base
5.3 Bituminous Macadam (Providing and laying
bituminous macadam with 100-120 TPH hot mix
plant producing an average output of 75 tonnes per
hour using crushed aggregates of specified grading
premixed with bituminous binder, transported to site,
laid over a previously prepared surface with paver
finisher to the required grade, level and alignment
and rolled as per clauses 501.6 and 501.7 to achieve
the desired compaction)
sqm 26.13
(i) for Grading-I ( 40 mm nominal size ) cum 7638.33
(ii) for Grading-II (19 mm nominal size)
5.4 Bituminous Penetration Macadam (Construction of
penetration macadam over prepared Base by
providing a layer of compacted crushed coarse
aggregate using chips spreader with alternate
applications of bituminous binder and key aggregates
and rolling with a smooth wheeled steel roller 8-10
tonne capacity to achieve the desired degree of
compaction)
cum 7740.10
A 50 mm thick sqm 384.60
B 75 mm thick sqm 510.06

5.5 Built-Up-Spray Grout (Providing, laying and rolling
of built-up-spray grout layer over prepared base
consisting of a two layer composite construction of
compacted crushed coarse aggregates using motor
grader for aggregates. key stone chips spreader may
be used with application of bituminous binder after
each layer, and with key aggregates placed on top of
the second layer to serve as a Base conforming to the
line, grades and cross-section specified, the
compacted layer thickness being 75 mm)
5.6 Dense Graded Bituminous Macadam (Providing and
laying dense bituminous macadam with 100-120
TPH batch type HMP producing an average output of
75 tonnes per hour using crushed aggregates of
specified grading, premixed with bituminous binder
@ 4.0 to 4.5% by weight of total mix of mix and
filler, transporting the hot mix to work site, laying
with a hydrostatic paver finisher with sensor control
to the required grade, level and alignment, rolling
with smooth wheeled, vibratory and tandem rollers to
achieve the desired compaction as per MoRTH
specification clause No. 507 complete in all
respects.)
88
sqm 291.70
(i) (i) for Grading I ( 40 mm nominal size ) cum 10086.23
(ii) (ii) for GradingII(19 mm nominal size)
5.7 5.7 Semi - Dense Bituminous Concrete (Providing and
laying semi dense bituminous concrete with 100-120
TPH batch type HMP producing an average output of
75 tonnes per hour using crushed aggregates of
specified grading, premixed with bituminous binder
@ 4.5 to 5 % of mix and filler, transporting the hot
mix to work site, laying with a hydrostatic paver
finisher with sensor control to the required grade,
level and alignment, rolling with smooth wheeled,
vibratory and tandem rollers to achieve the desired
compaction as per MoRTH specification clause No.
508 complete in all respects)
A Using Bitumen 60/70 grade
cum 10112.66
(i) for Grading I ( 13 mm nominal size ) cum 10570.30
(ii) for GradingII(10 mm nominal size) cum 11313.88
B Using Modified Bitumen
(i) for Grading I ( 13 mm nominal size ) cum 10837.48
(ii) for GradingII(10 mm nominal size)
cum 11610.75

5.8 Bituminous Concrete (Providing and laying
bituminous concrete with 100-120 TPH batch type
hot mix plant producing an average output of 75
tonnes per hour using crushed aggregates of specified
grading, premixed with bituminous binder @ 5.4 to
5.6 % of mix and filler, transporting the hot mix to
work site, laying with a hydrostatic paver finisher
with sensor control to the required grade, level and
alignment, rolling with smooth wheeled, vibratory
and tandem rollers to achieve the desired compaction
as per MORTH specification clause No. 509
complete in all respects)
Case-I Using Bitumen 60/70 grade
(i) for Grading-I ( 13 mm nominal size ) cum 11363.02
(ii) for Grading-II(10 mm nominal size) cum 11478.12
Case-II Using Modified Bitumen
(i) for Grading-I ( 13 mm nominal size ) cum 11666.11
(ii) for Grading-II(10 mm nominal size)
5.9 Surface Dressing (Providing and laying surface
dressing as wearing course in single coat using
crushed stone aggregates of specified size on a layer
of bituminous binder laid on prepared surface and
rolling with 8-10 tonne smooth wheeled steel roller)
89
cum 11781.21
Case-I 19 mm nominal chipping size sqm 95.00
Case-II 13 mm nominal size chipping
5.10 Open - Graded Premix Surfacing (Providing, laying
and rolling of open - graded premix surfacing of 20
mm thickness composed of 13.2 mm to 5.6 mm
aggregates either using penetration grade bitumen or
cut-back or emulsion to required line, grade and level
to serve as wearing course on a previously prepared
base, including mixing in a suitable plant, laying and
rolling with a smooth wheeled roller 8-10 tonne
capacity, finished to required level and grades.)
Case-I Mechanical method using Penetration grade Bitumen
and HMP of appropriate capacity not less than 75
tonnes/hour.
Case-II Open-Graded Premix Surfacing using cationic
Bitumen Emulsion
Case-
III
Mechanical method using Modified Bitumen and
HMP of appropriate capacity not less than 75
tonnes/hour.
sqm 80.15
sqm 152.53
sqm 163.04
sqm 156.29

5.11 Close Graded Premix Surfacing/Mixed Seal
Surfacing (Mechanical means using HMP of
appropriate capacity not less than 75 tonnes/hour.
Providing, laying and rolling of close-graded premix
surfacing material of 20 mm thickness composed of
11.2 mm to 0.09 mm (Type-a) or 13.2 mm to 0.09
mm (Type-b) aggregates using penetration grade
bitumen to the required line, grade and level to serve
as wearing course on a previously prepared base,
including mixing in a suitable plant, laying and
rolling with a Smooth wheeled roller 8-10 tonne
capacity, and finishing to required level and grade)
90
sqm 201.46
A Using 60/70 Grade Bitumen sqm 201.46
B Using modified bitumen
5.12 Seal Coat (Providing and laying seal coat sealing the
voids in a bituminous surface laid to the specified
levels, grade and cross fall using Type A and B seal
coats)
A Using Bitumen 60/70 grade
(i) Case - I : Type A
(ii) Case - II : Type B (Providing and laying of premix
sand seal coat with HMP of appropriate capacity not
less than 75 tonnes/ hours using crushed stone
chipping 6.7 mm size and penetration bitumen of
suitable grade.)
B Using Modified Bitumen
(i) Case - I : Type A
(ii) Case - II : Type B (Providing and laying of premix
sand seal coat with HMP of appropriate capacity not
less than 75 tonnes/ hours using crushed stone
chipping 6.7 mm size and penetration bitumen of
suitable grade.)
5.13 Supply of Stone Aggregates for Pavement Courses
(Supply of stone aggregates from approved sources
confirming to the physical requirement, specified in
the respective specified clauses, including royalties,
fees rents, collection, transportation, stacking and
testing and measured in cum as per clause 514.5
Competitive market rates to be ascertained.
Alternatively, rates for stone crushing given in
chapter 1may be adopted, if found economical. In
case for supply of aggregates at site are not available,
nearest crusher site may be ascertained. Loading and
un-loading charges and cost of carriage may be
added to these rates to arrive at the cost at site.)
sqm 207.11
sqm 76.96
sqm 59.58
sqm 79.48
sqm 61.33
Refer AoR if necessary

5.14 Mastic Asphalt (Providing and laying 25 mm thick
mastic asphalt wearing course with paving grade
bitumen meeting the requirements given in table 500-
29, prepared by using mastic cooker and laid to
required level and slope after cleaning the surface,
including providing antiskid surface with bitumen
precoated fine-grained hard stone chipping of 13.2
mm nominal size at the rate of 0.005cum per 10 sqm
and at an approximate spacing of 10 cm center to
center in both directions, pressed into surface when
the temperature of surfaces not less than 1000C,
protruding 1 mm to 4 mm over mastic surface, all
complete as per clause 515.)
5.15 Slurry Seal Providing and laying slurry seal
consisting of a mixture of fine aggregates, portland
cement filler, bituminous emulsion and water on a
road surface including cleaning of surface, mixing of
slurry seal in a suitable mobile plant, laying and
compacting to provide even riding surface)
91
sqm 752.96
(i) 5 mm thickness sqm 90.25
(ii) 3 mm thickness sqm 59.20
(iii) 1.5 mm thickness
5.16 Recycling of Bituminous Pavement with Central
Recycling Plant (Recycling pavement by cold milling
of exiting bituminous layers, planning the surface
after cold milling, reclaiming excavated material to
the extent of 30 % of the required quantity, hauling
and stock piling the reclaimed material near the
central recycling plant after carrying out necessary
checks and evaluation, adding fresh material
including rejuvenators as required, mixing in a hot
mix plant, transporting and laying at site and
compacting to the required grade, level and
thickness, all as specified in clause 517.)
sqm 36.12
cum 7783.94
5.17 Fog Spray sqm 47.34
Addition to the rate in case it is decided by the
engineer to blind the fog spray.
5.18 Bituminous Cold Mix ( Including Gravel Emulsion)
(Providing, laying and rolling of bituminous cold mix
on prepared base consisting of a mixture of unheated
mineral aggregate and emulsified or cutback
bitumen, including mixing in a plant of suitable type
and capacity, transporting, laying, compacting and
finishing to specified grades and levels.)
(i) Using bitumen emulsion and 9.5 mm or 13.2 mm
nominal size aggregate
(ii) Using bitumen emulsion and 19 mm or 26.5 mm
nominal size aggregate
sqm 6.15
cum 14228.54
cum 14070.66

(iii) Using cutback bitumen and 9.5 mm or 13.2 mm
nominal size aggregate
(iv) Using cutback bitumen and 19 mm or 26.5 mm
nominal size aggregate
5.19 Sand Asphalt Base Course (Providing, laying and
rolling sand-asphalt base course composed of sand,
mineral filler and bituminous binder on a prepared
sub-grade or sub-base to the lines, levels, grades and
cross sections as per the drawings including mixing
in a plant of suitable type and capacity, transporting,
laying, compacting and finishing.)
5.20 Crack Prevention Courses
(i) Stress Absorbing Membrane (SAM) crack width less
than 6 mm (Providing and laying of a stress
absorbing membrane over a cracked road surface,
with crack width below 6 mm after cleaning with a
mechanical broom, using modified binder complying
with clause 521, sprayed at the rate of 9 kg per 10
sqm and spreading 5.6 mm crushed stone aggregates
@ 0.11 cum per 10 sqm with hydraulic chip spreader,
sweeping the surface for uniform spread of
aggregates and surface finished to conform to clause
902.)
(ii) Stress Absorbing Membrane (SAM) with crack width
6 mm to 9 mm (Providing and laying of a stress
absorbing membrane over a cracked road surface,
with crack width 6 to 9 mm after cleaning with a
mechanical broom, using modified binder complying
with clause 521, sprayed at the rate of 11 kg per 10
sqm and spreading 11.2 mm crushed stone
aggregates @ 0.12 cum per 10 sqm, sweeping the
surface for uniform spread of aggregates and surface
finished to conform to clause 902.)
(iii) Stress Absorbing Membrane (SAM) crack width
above 9 mm and cracked area above 50 % (Providing
and laying a single coat of a stress absorbing
membrane over a cracked road surface, with crack
width above 9 mm and cracked area above 50 % after
cleaning with a mechanical broom, using modified
binder complying with clause 521, sprayed at the rate
of 15 kg per 10 sqm and spreading 11.2 mm crushed
stone aggregates @ 0.12 cum per 10 sqm, sweeping
the surface for uniform spread of aggregates and
surface finished to conform to clause 902.)
92
cum 11317.52
cum 11164.91
cum 9354.16
sqm 75.33
sqm 86.47
sqm 114.61

(iv) Case - IV : Bitumen Impregnated Geotextile
(Providing and laying a bitumen impregnated
geotextile layer after cleaning the road surface,
geotextile conforming to requirements of clause
704.3, laid over a tack coat with 1.05 kg per sqm of
paving grade bitumen 80 - 100 penetration and
constructed to the requirement of clause 704.4.5)
5.21 Recipe Cold Mix (Providing and laying of premix of
crushed stone aggregates and emulsion binder, mixed
in a batch type cold mixing plant, laid over prepared
surface, by paver finisher, rolled with a pneumatic
tyred roller initially and finished with a smooth steel
wheel roller, all as per clause 519.3)
93
sqm 386.73
(i) 75 mm thickness cum 8125.04
(ii) 40 mm thickness cum 11961.75
(iii) 25 mm thickness
6 CEMENT CONCRETE PAVEMENTS
6.1 Dry Lean Cement Concrete Sub- base (Construction
of dry lean cement concrete Sub- base over a
prepared sub-grade with coarse and fine aggregate
conforming to IS: 383, the size of coarse aggregate
not exceeding 25 mm, aggregate cement ratio not to
exceed 15:1, aggregate gradation after blending to be
as per table 600-1, cement content not to be less than
150 kg/ cum, optimum moisture content to be
determined during trial length construction, concrete
strength not to be less than 10 Mpa at 7 days, mixed
in a batching plant, transported to site, laid with a
paver with electronic sensor, compacting with 8-10
tonnes vibratory roller, finishing and curing.)
6.2 Cement Concrete Pavement (Construction of unreinforced,
dowel jointed, plain cement concrete
pavement over a prepared sub base with 43 grade
cement @ 400 kg per cum, coarse and fine aggregate
conforming to IS 383, maximum size of coarse
aggregate not exceeding 25 mm, mixed in a batching
and mixing plant as per approved mix design,
transported to site, laid with a fixed form or slip form
paver, spread, compacted and finished in a
continuous operation including provision of
contraction, expansion, construction and longitudinal
joints, joint filler, separation membrane, sealant
primer, joint sealant, debonding strip, dowel bar, tie
rod, admixtures as approved, curing compound,
finishing to lines and grades as per drawing )
cum 14086.53
cum 2889.96
cum 7150.50

6.3 Rolled Cement Concrete Base (Construction of rolled
cement concrete base course with coarse and fine
aggregate conforming to IS:383, the size of coarse
aggregate not exceeding 25 mm with minimum,
aggregate cement ratio15:1 and minimum cement
content of 200 kg/cum, aggregate gradation to be as
per table 600-4 after blending, mixing in batching
plant at optimum moisture content, transporting to
site, laying with a paver with electronic sensor,
compacting with 8-10 tonnes smooth wheeled
vibratory roller to achieve, the designed flexural
strength, finishing and curing.)
GEOSYNTHETICS AND REINFORCED
EARTH
7.1 Sub-surface Drain with Geo-textiles (Construction of
sub surface drain 200 mm dia using geo-textiles
treated with carbon black with physical properties as
given in clause 702.2.3 formed in to a stable network
and a planar geo-composite structure, joints wrapped
with geo-textile to prevent ingress of soil, all as per
clause 702 and approved drawings including
excavation and backfilling)
7.2 Narrow Filter Sub-surface Drain (Construction of a
narrow filter sub- surface drain consisting of porous
or perforated pipe laid in narrow trench surrounded
by a geotextile filter fabric, with a minimum of 450
mm overlap of fabric and installed as per clause
702.3 and 309.3.5 including excavation and
backfilling)
7.3 7.3 Laying Paving Fabric Beneath a Pavement Overlay
(Providing and laying paving fabric with physical
requirements as per table 704-2 over a tack coat of
paving grade Bitumen 80-100 penetration, laid at the
rate of 1 kg per sqm over thoroughly cleaned and
repaired surface to provide a water resistant
membrane and crack retarding layer. Paving fabric to
be free of wrinkling and folding and to be laid before
cooling of tack coat, brooming and rolling of surface
with pneumatic roller to maximise paving fabric
contact with pavement surface)
94
cum 3317.76
metre 1503.94
metre 1009.96
sqm 156.29

7.4 7.4 Laying Boulder Apron in Crates of Synthetic
Geogrids (Providing, preparing and laying of geogrid
crated apron 1 m x 5 m, 600 mm thick including
excavation and backfilling with baffles at 1 metre
interval, made with geogrids having characteristics as
per clause 704.2, joining sides with connectors/ring
staples, top corners to be tie tensioned, placing of
suitable cross interval ties in layers of 300 mm
connecting opposite side with lateral braces and tied
with polymer braids to avoid bulging, constructed as
per clause 704.3. filled with stone with minimum size
of 200 mm and specific gravity not less than 2.65,
packed with stone spalls, keyed to the foundation
recess in case of sloping ground and laid over a layer
of geotextile to prevent migration of fines, all as per
clause 704 and laid as per clause 2503.3 and
approved design.)
7.5 Reinforced Earth Retaining Wall (Reinforced earth
retaining walls have four main components as under:
a) Excavation for foundation, foundation concrete
and cement concrete grooved seating in the
foundation for facing elements (facia material). b)
Facia material and its placement. c) Assembling,
joining with facing elements and laying of the
reinforcing elements. d) Earth fill with granular
material which is to be retained by the wall.)
(i) Facing elements of RCC
(ii) Assembling, joining and laying of reinforcing
elements.
A With reinforcing element of steel / Aluminum strips
/ polymeric strips.
95
cum 4868.70
sqm 4983.08
Type 1 1.Galvanised carbon steel strips metre 43.59
Type 2 2.Copper Strips metre 49.97
Type 3 3.Aluminium Strips metre 37.21
Type 4 4.Stainless steel strips metre 43.59
Type 5 5.Glass reinforced polymer/fibre reinforced
polymer/polymeric strips
B With reinforcing elements of synthetic geogrids
metre 37.21
sqm 263.16

8 TRAFFIC SIGNS, MARKINGS & OTHER
ROAD APPURTENANCES
8.1 Cast in Situ Cement Concrete M20 kerb
(Construction of cement concrete kerb with top and
bottom width 115 and 165 mm respectively, 250 mm
high in M 20 grade PCC on M-10 grade foundation
150 mm thick, foundation having 50 mm projection
beyond kerb stone, kerb stone laid with kerb laying
machine, foundation concrete laid manually, all
complete as per clause 408)
A Using Concrete Mixer metre 263.14
B Using Concrete Batching and Mixing Plant
8.2 Cast in Situ Cement Concrete M 20 Kerb with
Channel (Construction of cement concrete kerb with
channel with top and bottom width 115 and 165 mm
respectively, 250 mm high in M 20 grade PCC on
M10 grade foundation 150 mm thick, kerb channel
300 mm wide, 50 mm thick in PCC M20 grade,
sloped towards the kerb, kerb stone with channel laid
with kerb laying machine, foundation concrete laid
manually, all complete as per clause 408)
96
metre 266.22
A Using Concrete Mixer metre 482.45
B Using Concrete Batching and Mixing Plant
8.3 Printing new letter and figures of any shade (Printing
new letter and figures of any shade with synthetic
enamel paint black or any other approved colour to
give an even shade)
(i) Hindi ( Matras commas and the like not to be
measured and paid for Half letter shall be counted as
half )
(ii) English and Roman
8.4 Retro- reflectorised Traffic signs (Providing and
fixing of retro- reflectorised cautionary, mandatory
and informatory sign as per IRC :67 made of
encapsulated lens type reflective sheeting vide clause
801.3, fixed over aluminium sheeting, 1.5 mm thick
supported on a mild steel angle iron post 75 mm x 75
mm x 6 mm firmly fixed to the ground by means of
properly designed foundation with M15 grade
cement concrete 45 cm x 45 cm x 60 cm, 60 cm
below ground level as per approved drawing)
metre 492.20
cm height
per letter
cm height
per letter
(i) 90 cm equilateral triangle each 5798.07
(ii) 60 cm equilateral triangle each 3547.67
(iii) 60 cm circular each 5020.87
(iv) 80 mm x 60 mm rectangular each 7306.07
0.68
0.42

(v) 60 cm x 45 cm rectangular each 4870.07
(vi) 60 cm x 60 cm square each 5914.07
(vii) 90 cm high octagon
8.5 Direction and Place Identification signs upto 0.9 sqm
size board. (Providing and erecting direction and
place identification retro-reflectorised sign asper
IRC:67 made of encapsulated lens type reflective
sheeting vide clause 801.3, fixed over aluminium
sheeting, 2 mm thick with area not exceeding 0.9
sqm supported on a mild steel single angle iron post
75 x 75 x 6 mm firmly fixed to the ground by means
of properly designed foundation with M15 grade
cement concrete 45 x 45 x 60 cm, 60 cm below
ground level as per approved drawing)
8.6 Direction and Place Identification signs with size
more than 0.9 sqm size board. (Providing and
erecting direction and place identification retro-
reflectorised sign asper IRC :67 made of
encapsulated lens type reflective sheeting vide clause
801.3, fixed over aluminium sheeting, 2 mm thick
with area exceeding 0.9 sqm supported on a mild
steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos.
firmly fixed to the ground by means of properly
designed foundation with M 15 grade cement
concrete45 cm x 45 cm x 60 cm, 60 cm below
ground level as per approved drawing)
8.7 Overhead Signs (Providing and erecting overhead
signs with a corrosion resistant aluminium alloy
sheet reflectorised with high intensity retro-reflective
sheeting of encapsulated lense type with vertical and
lateral clearance given in clause 802.2 and 802.3 and
installed as per clause 802.7 over a designed support
system of aluminium alloy or galvanised steel trestles
and trusses of sections and type as per structural
design requirements and approved plans)
97
each 9533.27
sqm 13522.87
sqm 23128.61
A Truss and Vertical Support tonne 82561.41
B Aluminium alloy plate for over head sign
8.8 Painting Two Coats on New Concrete Surfaces
(Painting two coats after filling the surface with
synthetic enamel paint in all shades on new plastered
concrete surfaces)
8.9 Painting on Steel Surfaces (Providing and applying
two coats of ready mix paint of approved brand on
steel surface after through cleaning of surface to give
an even shade)
tonne 2745.33
sqm 134.60
sqm 56.07

8.10 Painting on Wood Surfaces (Providing and applying
two coats of ready mix paint of approved brand on
wood surface after through cleaning of surface to
give an even shade)
8.11 Painting Lines, Dashes, Arrows etc on Roads in Two
Coats on New Work (Painting lines, dashes, arrows
etc on roads in two coats on new work with ready
mixed road marking paint conforming to IS:164 on
bituminous surface, including cleaning the surface of
all dirt, dust and other foreign matter, demarcation at
site and traffic control)
98
sqm 63.29
(i) Over 10 cm in width sqm 159.65
(ii) Up to 10 cm in width
8.12 Painting Lines, Dashes, Arrows etc on Roads in Two
Coats on Old Work (Painting lines, dashes, arrows
etc on roads in two coats on old work with ready
mixed road marking paint confirming to IS: 164 on
bituminous surface, including cleaning the surface of
all dirt, dust and other foreign matter, demarcation at
site and traffic control
sqm 147.93
(i) Over 10 cm in width sqm 103.30
(ii) Up to 10 cm in width
8.13 Road Marking with Hot Applied Thermoplastic
Compound with Reflectorising Glass Beads on
Bituminous Surface (Providing and laying of hot
applied thermoplastic compound 2.5 mm thick
including reflectorising glass beads @ 250 gms per
sqm area, thickness of 2.5 mm is exclusive of surface
applied glass beads as per IRC:35 .The finished
surface to be level, uniform and free from streaks and
holes.)
8.14 Kilo Metre Stone (Reinforced cement concrete
M15grade kilometre stone of standard design as per
IRC:8-1980, fixing in position including painting and
printing etc)
sqm 107.56
sqm 1053.74
(i) 5th kilometre stone (precast) each 3184.25
(ii) Ordinary Kilometer stone (Precast) each 1917.99
(iii) Hectometer stone (Precast)
8.15 Road Delineators (Supplying and installation of
delineators (road way indicators, hazard markers,
object markers), 80-100 cm high above ground level,
painted black and white in 15 cm wide stripes, fitted
with 80 x 100 mm rectangular or 75 mm dia circular
reflectorised panels at the top, buried or pressed into
the ground and confirming toIRC-79 and the
drawings.)
each 546.56
each 2815.40

8.16 Boundary pillar (Reinforced cement concrete M15
grade boundary pillars of standard design as per
IRC:25-1967, fixed in position including finishing
and lettering but excluding painting)
8.17 G.I Barbed wire Fencing 1.2 metre high (Providing
and fixing 1.2 metres high GI barbed wire fencing
with 1.8 m angle iron posts 40 mm x 40 mm x 6 mm
placed every 3 metres center to center founded in
M15 grade cement concrete, 0.6 metre below ground
level, every 15th post, last but one end post and
corner post shall be strutted on both sides and end
post on one side only and provided with 9 horizontal
lines and 2 diagonals interwoven with horizontal
wires, fixed with GI staples, turn buckles etc
complete as per clause 807 )
8.18 G.I Barbed wire Fencing 1.8 metre high (Providing
and fixing 1.8 metres high GI barbed wire fencing
with 2.4 m angle iron posts 50 mm x 50 mm x 6 mm
placed every 3 metres center to center founded in
M15 grade cement concrete, 0.6 metre below ground
level, every 15th post, last but one end post and
corner post shall be strutted on both sides and end
post on one side only and provided with 12
horizontal lines and 2 diagonals interwoven with
horizontal wires, fixed with GI staples, turn buckles
etc complete as per clause 807 )
8.19 Fencing with welded steel wire Fabric 75 mm x 50
mm (Suggestive) (Providing 1.20 metre high fencing
with angle iron posts 50 mm x 50 mm x 6 mm at 3
metre center to center with 0.40 metre embedded in
M15 grade cement concrete, corner, end and every
10th post to be strutted, provided with welded steel
wire fabric of 75 mm x 50 mm mesh or 75 mm x 25
mm mesh and fixed to iron posts by flat iron 50 x 5
mm and bolts etc. complete in all respects.)
8.20 Tubular Steel Railing on Medium Weight steel
channel ( ISMC series) 100 mm x 50 mm (Providing,
fixing and erecting 50 mm dia steel pipe railing in 3
rows duly painted on medium weight steel channels
(ISMC series) 100 mm x 50 mm, 1.2 metres high
above ground, 2 m centre to centre, complete as per
approved drawings)
8.21 Tubular Steel Railing on Precast RCC posts, 1.2 m
high above ground level (Providing, fencing and
erecting 50 mm dia painted steel pipe railing in 3
rows on precast M20 grade RCC vertical posts1.8
metres high (1.2 m above GL) with 3 holes 50 mm
dia for pipe, fixed 2 metres centre to, complete as per
approved drawing)
99
each 432.94
metre 272.36
metre 442.43
metre 618.20
metre 1564.37
metre 2097.40

8.22 Reinforced Cement Concrete Crash Barrier
(Provision of an Reinforced cement concrete crash
barrier at the edges of the road, approaches to bridge
structures and medians, constructed with M-20 grade
concrete with HYSD reinforcement conforming to
IRC:21 and dowel bars 25 mm dia, 450 mm long at
expansion joints filled with pre-moulded asphalt
filler board, keyed to the structure on which it is built
and installed as per design given in the enclosure to
MOST circular No. RW/NH - 33022/1/94-DO III
dated 24 June 1994 as per dimensions in the
approved drawing and at locations directed by the
Engineer, all as specified)
(i) M 20 grade concrete
8.23 Metal Beam Crash Barrier
A Type - A, "W" : Metal Beam Crash Barrier
(Providing and erecting a "W" metal beam crash
barrier comprising of 3 mm thick corrugated sheet
metal beam rail, 70 cm above road/ground level,
fixed on ISMC series channel vertical post, 150 x 75
x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1
m below ground/road level, all steel parts and
fitments to be galvanised by hot dip process, all
fittings to conform to IS:1367 and IS:1364, metal
beam rail to be fixed on the vertical post with a
spacer of channel section 150 x 75 x 5 mm, 330 mm
long complete as per clause 810)
B Type - B, "THRIE" : Metal Beam Crash Barrier
(Providing and erecting a "Thrie" metal beam crash
barrier comprising of 3 mm thick corrugated sheet
metal beam rail, 85 cm above road/ground level,
fixed on ISMC series channel vertical post, 150 x 75
x 5 mm spaced 2 m centre to centre, 2 m high with
1.15 m below ground level, all steel parts and
fitments to be galvanised by hot dip process, all
fittings to conform to IS:1367 and IS:1364, metal
beam rail to be fixed on the vertical post with a space
of channel section 150 x 75 x 5 mm, 546 mm long
complete as per clause 810)
8.24 Road Traffic Signals electrically operated (Since it is
a ready made item commercially produced and
erected by specialised firm in the electrical and
electronic field, rate may be taken based on market
enquiry from firms specialised in this field and ISI
certified for the approved design and drawing.)
100
metre 12428.58
metre 3615.90
metre 4783.20
Refer AoR if necessary

8.25 Flexible Crash Barrier, Wire Rope Safety Barrier
(Providing and erecting a wire rope safety barrier
with vertical posts of medium weight RS Joist (ISMB
series) 100 mm x 75 mm (11.50 kg/m), 1.50 m long
0.85 m above ground and 0.65 m below ground level,
split at the bottom for better grip, embedded in M 15
grade cement concrete 450 x 450 x 450 mm, 1.50 m
center to center and with 4 horizontal steel wire rope
40 mm dia and anchored at terminal posts 15 m
apart. Terminal post to be embedded in M 15
gradecementconcretefoundation2400 x 450 x 900
mm (depth), strengthened by a strut of RS joist 100 x
75 mm, 2 m long at 450 inclination and a tie 100 x 8
mm, 1.50 m long at the bottom, all embedded in
foundation concrete as per approved design and
drawing, rate excluding excavation and cement
concrete.)
8.26 Anti - Glare Devices in Median
A Anti - Glare Screen with 25 mm steel pipe
framework fixed with circular and rectangular vans
(Providing and erecting an anti - glare screen with 25
mm dia vertical pipes fabricated and framed in the
form of panels of one metre length and 1.75 mtr
height fixed with circular vane 250 mm dia at top and
rectangular vane 600 x 300 mm at the middle, made
out of steel sheet of 3 mm thickness, end vertical
pipes of the panel made larger for embedding in
foundation concrete, applying 2 coats of paint on all
exposed surfaces, all as per approved design and
drawings.)
B Anti - Glare Screen with Rectangular Vane of MS
sheet (Providing and erecting anti - glare screen with
rectangular vanes of size 750 x 500 mm made from
MS sheet, 3 mm thick and fixed on MS angle 50 x 50
x 6 mm at an angle of 450 to the direction of flow of
traffic, 1.5 m center to center, top edge of the screen
1.75 m above ground level, vertical post firmly
embedded in cement concrete foundation 0.60 m
below ground level, applying 2 coats of paint on
exposed faces, all complete as per approved design
and drawings)
8.27 Street Lighting (Providing and erecting street light
mounted on a steel circular hollow pole of standard
specifications for street lighting, 9 m high spaced 40
m apart, 1.8 m overhang on both sides if fixed in the
median and on one side if fixed on the footpath,
fitted with sodium vapour lamp and fixed firmly in
concrete foundation.)
101
metre 2094.55
metre 1914.99
metre 825.68
(i) For Fixing in Median each 56795.54
(ii) For fixing in Footpath
each 56735.06

8.28 Lighting on Bridges (Providing and fixing lighting
on bridges, mounted on steel hollow circular poles of
standard specifications, 5 m high fixed on parapets
with cement concrete, 20 m apart and fitted with
sodium vapour lamp)
8.29 Cable Duct Across the Road (Providing and laying of
a reinforced cement concrete pipe duct, 300 mm dia,
across the road (new construction), extending from
drain to drain in cuts and toe of slope to toe of slope
in fills, constructing head walls at both ends,
providing a minimum fill of granular material over
top and sides of RCC pipe as per IRC:98-1997,
bedded on a 0.3 m thick layer of granular material
free of rock pieces, outer to outer distance of pipe at
least half dia of pipe subject to minimum 450 mm in
case of double and triple row ducts, joints to be made
leak proof, invert level of duct to be above higher
than ground level to prevent entry of water and dirt,
all as per IRC: 98 - 1997 and approved drawings.)
102
each 40504.29
(i) Single Row for one utility service metre 1643.15
(ii) Double Row for two utility services metre 3083.55
(iii) Triple Row for three utility services
8.30 Highway Patrolling and Traffic Aid Post (It is
proposed to locate one Traffic Aid Post every 50-60
km of the highway. )
8.31 Items related to under pass/ subway/ overhead
bridge/ overhead foot bridge (The items involved for
underpass/ subway/ overhead bridge/ overhead foot
bridge are earthwork, plain cement concrete,
plastering, painting, information sign etc.
The rates for these items are available in respective
chapters which can be adopted for the quantities
derived from the approved designs and drawings)
8.32 Traffic Control System and Communication system
(Providing a traffic control centre and
communication system including telecommunication
facilities and related accessories, CCTV, radar,
vehicle detection camera, central computer system
These are specialised item of telecommunication
system and are the commercial products. The
designer is required to contact the manufacturers to
ascertain market prices. In case of civil works
required to be executed for these installations, pricing
may be done as per rates in relevant chapters for
quantities derived approved design and drawing.)
metre 4536.74
Refer AoR if necessary
Refer AoR if necessary

8.33 Gantry Mounted Variable Message Sign board
(Providing and erecting gantry mounted variable
message sign board electronically operated capable
of flashing the desired message over a designed
support system of aluminium alloy or galvanised
steel, erected as per approved design and drawings
and with lateral clearance as per clause 802.3)
(i) Gantry Support System
(ii) Message Display (Message display board 6 sqm
electronically operated with complete electronic
fitments for flashing the pre-determined
messages.)This is a specialized commercial product
and the lump-sum rate including erection at site is
required to be ascertained from the market and
analyzed separately as per Standard Data Book for
Analysis of Rates.
Note: The rate for the gantry mounted variable sign
would be the addition of cost of gantry support
system as per approved design determined at (i)
above and the cost of message display board
ascertained from the market at (ii) above.
8.34 Traffic Impact Attenuators at Abutments and Piers
A With Scrap Tyres (Provision and installation of
traffic attenuators at abutment/pier of flyovers
bridges using scrap tyres of size 100 x 20 retrieved
from trucks laid in 2 rows and 4 tiers, one above the
other and tied with 20 mm wire rope as per approved
design and drawings.)
B Using Plastic/Steel Barrel, Filled with Sand
(Provision and installation of traffic impact
attenuator at abutment/pier of flyovers bridges using
plastic/steel barrels 0.60 m dia and 1.0 m in height,
filled with sand in three rows and tied with20 mm
steel wire rope as per approved design and drawings)
C With HI - DRO cell Sandwich (Patented) (Providing
and installing a patented HI-DRO cell system as a
traffic impact attenuators, using plastic tubes 50cm
dia, 1.2m in height, 25mm opening at the top, placed
in three rows, filled with water and tied down with a
20mm steel wire rope)
103
tonne 79084.16
Refer AoR if necessary
sqm 3208.07
sqm 615.31
sqm 6835.30

8.35 Road Markers/Road Stud with Lense Reflector
(Providing and fixing of road stud 100x 100 mm, die
cast in aluminium, resistant to corrosive effect of salt
and grit, fitted with lense reflectors, installed in
concrete or asphaltic surface by drilling hole 30 mm
upto a depth of 60 mm and bedded in a suitable
bituminous grout or epoxy mortar, all as per BS 873
part 4:1973)
8.36 Traffic Cone (Provision of red fluorescent with white
reflective sleeve traffic cone made of low density
polyethylene (LDPE) material with a square base of
390 x 390 x 35 mm and a height of 770 mm, 4 kg in
weight, placed at 1.5 m interval, all as per BS 873)
8.37 Roadside Amenities
A Rest Areas (Providing plainly furnished
accommodation for rest rooms, dormitories,
restaurants, stalls, shops, petrol pump, telephone
booth, first aid room, traffic aid post, police
assistance booth, including electricity, toilet and
sewerage system.) Pricing may be done based on
current plinth area rates approved by
PWD/CPWD/MES for a particular zone. Area is
required to be assessed for specific location as per
actual site conditions.
B Parking areas and Bus Laybyes for Trucks, Buses
and Light vehicles (Pricing of parking areas may be
done for the quantities of various items based on the
approved dimensions and pavement design for a
particular terrain and soil.
Rates for items may be from respective chapters.
C Lawn (Providing a lawn planted with grass and its
maintenance) Pricing of lawn may be done as per
rates given in chapter-11 for the quantities as per
approved dimensions in the drawings.
8.38 Rumble Strips (Provision of 15 nos rumble strips
covered with premix bituminous carpet, 15-20 mm
high at center, 250 mm wide placed at 1 m center to
center at approved locations to control speed, marked
with white strips of road marking paint.)
The rate per sqm of premix carpet and road road
marking may be adopted from chapter 5 & 8
respectively for the quantities calculated from the
approved drawings.
104
each 834.32
each 292.41
Refer AoR if necessary
Refer AoR if necessary
Refer AoR if necessary
Refer AoR if necessary

8.39 Policeman Umbrella (Provision of a 2 m high (floor
to roof) umbrella for traffic policeman at road
crossings, where necessary, installed on a raised
platform, built on a central support of a steel pipe
100 mm dia, roof made of 25 mm dia steel pipe to
provide covered area of 3 sqm, roofed with CGI
sheets, all steel parts to be given 2 coats of paint)
To be worked out separately as per Standard Data
Book for Analysis of Rates.
8.40 High Mast Pole Lighting at Interchanges and
Flyovers (Providing and erecting a high mast pole
lighting with 30 m high hot dip galvanized mast
designed to withstand forces exerted with wind
speeds of 180 km per hour with 3 seconds gust, as
per IS:875 (Part 3) - 1978, fitted with a base flange,
door at the base of mast with heavy duty internal
lock, lantern carriage, suitable winching
arrangement for safe working load of 750 kg and
high powered electrically driven power tools for
raising and lowering of lantern carriage, flexible 8
core electric cable, lightening conductor, earthing
terminal, and fixing 2 nos aviation obstruction lights
on top of the mast, all complete as per approved
design and drawings.
This is a specialized work and is generally done by
firms who specialize in such jobs. The detailed
designs and estimates are submitted by the firms
along with their tender for checks by the Department.
The cost of this work is required to be worked out
based on approved design, drawings and estimate of
the lowest tender. A separate contract for this work is
concluded as the contractors for road and bridge
works generally do not (undertake such jobs.)
8.41 Toll Plaza (The construction, operation and
maintenance of Toll Plaza can be broken into
separate items of work based on the approved design
and drawings.
The quantities required may be calculated from the
approved design and drawing and their rates adopted
from respective chapters of this SOR.
8.42 Safety Devices and signs in Construction Zones
The rate of necessary traffic signs already worked out
in this chapter may be adopted.
105
Refer AoR if necessary
Refer AoR if necessary
Refer AoR if necessary
Refer AoR if necessary

8.43 Portable Barricade in Construction Zone (Installation
of a steel portable barricade with horizontal rail 300
mm wide, 2.5 m in length fitted on a 'A' frame made
with 45 x 45 x 5 mm angle iron section, 1.5 m in
height, horizontal rail painted (2 coats) with yellow
and white stripes, 150 mm in width at an angle of
450, 'A' frame painted with 2 coats of yellow paint,
complete as per IRC:SP:55-2001 )
8.44 Permanent Type Barricade in Construction Zone
A With Steel Components (Construction of a
permanent type barricade made of steel components,
1.5 m high from road level, fitted with 3 horizontal
rails 200 mm wide and 4 m long on 50 x 50 x 5 mm
angle iron vertical support, painted with yellow and
white strips, 150 mm in width at an angle of450,
complete as per IRC:SP:55-2001 )
B With Wooden Components (Construction of a
permanent type barricade made of wooden
components, 1.5 m high from road level, fitted with
3 horizontal planks 200 mm wide and 3.66 m long on
100 x 100mm wooden vertical post, painted with
yellow and white striups, 150 mm in width at an
angle of450, complete as per IRC:SP:55-2001 )
C With Bricks (Construction of a permanent type
barricade made with brick work in mud mortar, 1.5
m high, 4 m long, 600 mm thick, plastered with
cement mortar 1:6, painted with yellow and white
strips)
8.45 Drum Delineator in Construction Zone (Provision of
metal drum/empty bitumen drum delineator, 300
mm in diameter, 800 mm high, filled with earth for
stability, painted in circumferential strips of alternate
black and white 100 mm wide fitted with reflectors 3
Nos of 7.5 cm dia, all as per IRC:SP:55-2001)
8.46 Flagman (Positioning of a smart flagman with a
yellow vest and a yellow cap and a red flag 600 x
600 mm securely fastened to a staff 1 m in length for
guiding the traffic)
9 PIPE CULVERTS
9.1 PCC 1:3:6 in Foundation (Plain cement concrete
1:3:6 mix with crushed stone aggregate 40 mm
nominal size mechanically mixed, placed in
foundation and compacted by vibration including
curing for 14 days.)
106
each 2675.32
each 4271.91
each 3430.35
each 18002.84
each 388.30
each 385.12
cum 3796.04

9.2 Laying Reinforced Cement Concrete Pipe
NP4/prestrssed concrete pipe on first class bedding in
single row . (Laying Reinforced cement concrete
pipe NP4/prestrssed concrete pipe for culverts on
first class bedding of granular material in single row
including fixing collar with cement mortar 1:2 but
excluding excavation, protection works, backfilling,
concrete and masonry works in head walls and
parapets)
A 1000 mm dia metre 7509.82
B 1200 mm dia
9.3 Laying Reinforced Cement Concrete Pipe NP 4
/prestrssed concrete pipe on first class bedding in
double row . (Laying Reinforced cement concrete
pipe NP4 /prestrssed concrete pipe for culverts on
first class bedding of granular material in double row
including fixing collar with cement mortar 1:2 but
excluding excavation, protection works, backfilling,
concrete and masonry works in head walls and
parapets)
107
metre 9802.91
A 1000 mm dia metre 15165.79
B 1200 mm dia
9.4 Laying Reinforced Cement Concrete Pipe NP 3
/prestressed concrete pipe on first class bedding in
single row. (Laying Reinforced cement concrete pipe
NP3 /prestrssed concrete pipe for culverts on first
class bedding of granular material in single row
including fixing collar with cement mortar 1:2 but
excluding excavation, protection works, backfilling,
concrete and masonry works in head walls and
parapets)
metre 19762.43
A 1000 mm dia metre 5399.36
B 1200 mm dia
10 MAINTENANCE OF ROADS
10.1 Restoration of Rain Cuts (Restoration of rain cuts
with soil, moorum, gravel or a mixture of these,
clearing the loose soil, benching for 300 mm width,
laying fresh material in layers not exceeding 250 mm
and compacting with plate compactor or power
rammers to restore the original alignment, levels and
slopes)
10.2 Maintenance of Earthen Shoulder (filling with fresh
soil) (Making up loss of material/ irregularities on
shoulder to the design level by adding fresh approved
soil and compacting it with appropriate equipment.)
metre 7907.29
cum 118.60
sqm 46.77

10.3 Maintenance of Earth Shoulder (stripping excess
soil) (Stripping excess soil from the shoulder surface
to achieve the approved level and compacting with
plate compactor)
10.4 Filling Pot- holes and Patch Repairs with open -
graded Premix surfacing, 20mm. (Removal of all
failed material, trimming of completed excavation to
provide firm vertical faces, cleaning of surface,
painting of tack coat on the sides and base of
excavation as per clause 503, back filling the pot
holes with hot bituminous material as per clause 511,
compacting, trimming and finishing the surface to
form a smooth continuous surface, all as per clause
3004.2)
10.5 Filling Pot- holes and Patch Repairs with Bituminous
concrete, 40mm. (Removal of all failed material,
trimming of completed excavation to provide firm
vertical faces, cleaning of surface, painting of tack
coat on the sides and base of excavation as per clause
503, back filling the pot holes with hot bituminous
material as per clause 504, compacting, trimming and
finishing the surface to form a smooth continuous
surface, all as per clause 3004.2)
108
sqm 14.50
sqm 162.60
(i) for grading I Material sqm 395.83
(ii) for grading II Material
10.6 Crack Filling (Filling of crack using slow - curing
bitumen emulsion and applying crusher dust in case
crack are wider than 3mm.)
10.7 Dusting (Applying crusher dust to areas of road
where bleeding of excess bitumen has occurred.)
10.8 A Fog Seal (ref item 5.17)
B Crack Prevention courses. (ref item 5.21)
(i) Stress Absorbing Membrane (SAM) crack width less
than 6 mm
(ii) Stress Absorbing Membrane (SAM) with crack width
6 mm to 9 mm
(iii) Stress Absorbing Membrane (SAM) crack width
above 9 mm and cracked area above 50 %
sqm 437.17
metre 4.58
sqm 1.30
sqm 54.00
sqm 76.00
sqm 87.00
sqm 115.00
(iv) Bitumen Impregnated Geotextile sqm 389.00
C Slurry Seal (ref item 5.15)

(i) 5 mm thickness sqm 84.00
(ii) 3 mm thickness sqm 59.00
(iii) 1.5 mm thickness sqm 36.00
D Surface Dressing for maintenance works. (ref item
5.9)
(i) 19 mm nominal chipping size sqm 96.00
(ii) 13 mm nominal size chipping
10.9 Repair of joint Grooves with Epoxy Mortar Repair of
spalled joint grooves of contraction joints,
longitudinal joints and expansion joints in concrete
pavements using epoxy mortar or epoxy concrete)
10.10 Repair of old Joints Sealant (Removal of existing
sealant and re sealing of contraction, longitudinal or
expansion joints in concrete pavement with fresh
sealant material)
10.11 Hill Side Drain Clearance (Removal of earth from
the choked hill side drain and disposing it on the
valley side manually)
10.12 Land Slide Clearance in soil (Clearance of landslides
in soil and ordinary rock by a bull-dozer D 80 A-12,
180 HP and disposal of the same on the valley side)
10.13 Land slide Clearance in Hard Rock Requiring
Blasting (Clearing of land slide in hard rock
requiring blasting for 50% of the boulders and
disposal of the same on the valley side.)
10.14 Snow Clearance on Roads with Dozer (Snow
clearance from road surface by a bull- dozer 165 Hp
and disposing it on the valley side)
10.15 Snow Clearance on Roads with Snow Blowers
(Snow clearance from road surface by a snow blower
and disposing on the valley side.)
10.16 Providing and constructing temporary restoration
work with form of a pala-siding with empty bags
filled with approved quality
earth/sand/moorum/gravel etc. including stitching the
bags with jute string and placing the filled up bags in
popuslope to withstand the road structure temporarily
from sliding down.
11 HORTICULTURE
11.1 Spreading of Sludge Farm Yard Manure or/and good
Earth (Spreading of sludge farm yard manure or/ and
good earth in required thickness (cost of sludge,
farm- yard manure or/and good earth to be paid for
separately))
109
sqm 81.00
metre 690.72
metre 112.81
metre 25.98
cum 31.86
cum 123.57
cum 5.28
cum 1.84
cum 547.42
cum 16.39

11.2 Grassing with ' Doobs' Grass (Grassing with 'Doobs'
grass including watering and maintenance of the
lawn for 30 days or more till the grass forms a thick
lawn free from weeds and fit for moving including
supplying good earth if needed)
(i) In rows 15 cm apart in either direction sqm 20.31
(ii) In rows 7.5 cm apart in either direction
11.3 Making Lawns including Ploughing and Dragging
with 'Swagha' Breaking of Clod (Making lawns
including ploughing and breaking of clod, removal
of rubbish, dressing and supplying doobs grass roots
and planting at 15 cm apart, including supplying and
spreading of farm yard manure at rate of 0.18 cum
per 100 sqm)
11.4 Maintenance of Lawns or Turfing of Slopes
(Maintenance of lawns or Turfing of slopes (rough
grassing) for a period of one year including
watering etc)
11.5 Turfing Lawns with Fine Grassing including
Ploughing, Dressing (Turfing lawns with fine
grassing including ploughing, dressing including
breaking of clods, removal of rubbish, dressing and
supplying doobs grass roots at 10 cm apart,
including supplying and spreading of farm yard
manure at rate of0.6 cum per 100 sqm)
11.6 Maintenance of Lawns with Fine Grassing for the
First Year
110
sqm 36.44
Refer
AoR if
necessary
sqm 294.64
sqm 0.00
sqm 238.96
11.7 A Planting Permanent Hedges including Digging of
Trenches (Planting permanent hedges including
digging of trenches, 60 cm wide and 45 cm deep,
refilling the excavated earth mixed with farmyard
manure, supplied at the rate of 4.65 cum per 100
metres and supplying and planting hedge plants at 30
cm apart)
Refer AoR if necessary
B Maintenance of Hedge for one year Refer AoR if necessary
11.8 A Planting Flowering Plants and Shrubs in Central
Verge
B Maintenance of Flowering Plants and Shrubs in
Central Verge for one Year
11.9 Planting of Trees and their Maintenance for one Year
(Planting of trees by the road side (Avenue trees) in
0.60 m dia holes, 1 m deep dug in the ground,
mixing the soil with decayed farm yard/sludge
mannure, planting the saplings, backfilling the
trench, watering, fixing the tree guard and
maintaining the plants for one year)
Refer AoR if necessary
Refer AoR if necessary
Refer AoR if necessary

11.10 Renovation Lawns including, Weeding, Forking the
Ground, Top Dressing with Forked Soil (Renovation
lawns including, weeding, forking the ground, top
dressing with forked soil, watering and maintenance
the lawns, for 30 days or more, till the grass forms a
thick lawn, free from weeds, and fit for moving and
disposal of rubbish as directed, including supplying
good earth, if needed but excluding the cost of well
decayed farm yard manure)
11.11 Supply at Site Well Decayed Farm Yard Manure
(Supply at site of work well decayed farm yard
manure, from any available source, approved by the
engineer in charge including screening and stacking)
11.12 Supply at Site of Work/ Store - Deoiled Neem Cake
(Supply at site of work/ store- deoiled neem cake
duly packed in used gunny bags)
11.13 Supplying Sludge (Supplying sludge duly stacked at
site/ store)
11.14 Half Brick Circular Tree Guard, in 2nd class Brick,
internal diametre 1.25 metres, and height 1.2 metres,
above ground and 0.20 metre below ground (Half
brick circular tree guard, in 2nd class brick, internal
diametre 1.25 metres, and height 1.2 metres, above
ground and 0.20 metre below ground, bottom two
courses laid dry, and top three courses in cement
mortar 1:6 ( 1 cement 6 sand) and the intermediate
courses being in dry honey comb masonry, as per
design complete)
11.15 Edging with 2nd class Bricks, laid dry lengthwise
(Edging with 2nd class bricks, laid dry lengthwise,
including excavation, refilling, consolidation, with
a hand packing and spreading nearly surplus earth
within a lead of 50 metres)
11.16 Making Tree Guard 53 cm dia and 1.3 m high as per
design from empty bitumen drum (Making tree guard
53 cm dia and 1.3 m high as per design from empty
bitumen drum, slit suitably to permit sun and air,
(supplied by the department at stock issue rate)
including providing and fixing 2 nos MS sheet rings
50 x 0.5 mm with rivets, complete in all respect)
111
Refer AoR if necessary
Refer AoR if necessary
Refer AoR if necessary
Refer AoR if necessary
each 2244.76
Metre 46.47
each 1768.00

11.17 Making Tree Guard 53 cm dia and 2 metres high as
per design from empty bitumen drums (Making tree
guard 53 cm dia and 2 metres high as per design
from empty bitumen drums, slit suitably to permit
sun and air, (supplied by the department at stock
issue rate) including providing and fixing four legs
40 cm long of 30 x 3 mm MS riveted to tree guard
and providing and fixing 2 nos MS sheet rings 50 x
0.5 mm with rivets complete in all respects)
11.18 Wrought Iron and Mild Steel Welded Work
(Wrought iron and mild steel welded work) (using
angles, square bars, tees and channel grills, grating
frames, gates and tree guards of any size and design
etc. including cost of screens and welding rods or
bolts and nuts complete fixed in position but without
the cost of excavation and concrete for fixing which
will be paid separately)
11.19 Tree Guard with MS Iron (Providing and fixing MS
iron tree guard 60 cm dia and 2 metre high above
ground level formed of 4 Nos (25 x 6 mm) and 8 Nos
(25 x 3 mm) vertical MS riveted to 3 Nos (25 x 6
mm) iron rings in two halves, bolted together with 8
mm dia and 30 mm long bolts including painting two
coats with paint of approved brand over a coat of
priming, complete in all respects.)
11.20 Tree Guard with MS Angle Iron and Steel Wire
(Providing and fixing tree guard 0.60 metre square,
2.00 metre high fabricated with MS angle iron 30 x
30 x 3 mm, MS iron 25 x 3 mm and steel wire3 mm
dia welded and fabricated as per design in two halves
bolted together)
12 FOUNDATIONS FOR BRIDGES
12.1 Excavation for Structures (Earth work in excavation
of foundation of structures as per drawing and
technical specification, including setting out,
construction of shoring and bracing, removal of
stumps and other deleterious matter, dressing of
sides and bottom and backfilling with approved
material.)
I Ordinary soil
A Manual Means
112
each 3912.00
quintal 7420.00
each tree
guard
each tree
guard
1863.00
2759.00
(i) upto 3 m depth cum 94.61
(ii) 3 m to 6 m depth cum 121.64
(iii) Above 6 m depth
cum 162.18

B Mechanical Means
(i) Depth upto 3 m cum 32.39
(ii) Depth 3 m to 6 m cum 37.01
(iii) Depth above 6m
II Ordinary rock (not requiring blasting)
A Manual Means
(i) Depth upto 3 m
B Mechanical Means
III Hard rock ( requiring blasting )
A Manual Means
IV Hard rock ( blasting prohibited )
A Mechanical Means
V Marshy soil (upto 3 m depth)
A Manual means
B Mechanical Means
113
cum 46.18
cum 135.15
cum 40.18
cum 386.95
cum 402.90
cum 391.15
cum 103.72
VI Back Filling in Marshy Foundation Pits cum 286.03
12.2 Filling Annular Space Around Footing in Rock (Lean
cement concrete 1:3:6 nominal mix. Rate may be
taken as per items 13.4.)
12.3 Sand Filling in Foundation Trenches as per Drawing
& Technical Specification
12.4 PCC 1:3:6 in Foundation (Plain cement concrete
1:3:6 nominal mix in foundation with crushed stone
aggregate 40 mm nominal size mechanically mixed,
placed in foundation and compacted by vibration
including curing for 14 days.)
12.5 Brick masonry work in cement mortar 1:3 in
foundation complete excluding pointing and
plastering, as per drawing and technical
specifications
cum 692.33
cum 4215.65
cum 6867.05
12.6 A Cement mortar 1:3 (1cement :3 sand) cum 4363.00
B Cement mortar 1:2 (1cement :2 sand) cum 5492.00
C Cement mortar 1:4 (1cement :4 sand) cum 3582.00
D Cement mortar 1:6 (1cement :6 sand)
12.7 Stone masonry work in cement mortar 1:3 in
foundation complete as drawing and Technical
Specification
cum 2861.00

(a) Square Rubble Coursed rubble masonry( first sort ) cum 3510.71
(b) Random Rubble Masonry
12.8 Plain/Reinforced cement concrete in open
foundation complete as per drawing and technical
specifications
114
cum 3518.66
A PCC Grade M15 cum 4654.49
B PCC Grade M20 cum 5364.33
C RCC Grade M20
Case I: Using concrete mixer cum 5509.02
Case II: With Batching Plant, Transit Mixer and Concrete
Pump
D PCC Grade M25
cum 30782.92
Case I: Using concrete mixer cum 5889.77
Case II: With Batching Plant, Transit Mixer and Concrete
Pump
E RCC Grade M25
cum 31106.98
Case I: Using concrete mixer cum 6040.60
Case II: With Batching Plant, Transit Mixer and Concrete
Pump
F F PCC Grade M30
cum 31253.75
Case I: Using concrete mixer cum 5933.82
Case II: With Batching Plant, Transit Mixer and Concrete
Pump
G G RCC Grade M30
cum 31084.59
Case I: Using concrete mixer cum 6058.40
Case II: With Batching Plant, Transit Mixer and Concrete
Pump
H H RCC Grade M35
cum 31212.41
Case I: Using concrete mixer cum 6177.23
Case II: With Batching Plant, Transit Mixer and Concrete
Pump
12.9 Providing and constructing temporary island 16 m
diameter for construction of well foundation for 8m
dia. Well.
A Assuming depth of water 1.0 m and height of island
to be 1.25m.
B Assuming depth of water 4.0 m and height of island
4.5 m.
C Providing and constructing one span service road to
reach island location from one pier location to
cum 31209.72
each 68714.85
each 471215.21
metre 2145.06

another pier location
12.10 Providing and laying cutting edge of mild steel
weighing 40 kg per metre for well foundation
complete as per drawing and technical specification.
12.11 Plain/Reinforced cement concrete, in well
foundation complete as per drawing and technical
specification
A Well curb
(i) RCC M20 Grade
115
tonne 86039.87
Case I: Using concrete mixer cum 6357.15
Case II: With Batching Plant, Transit Mixer and Concrete
Pump
(ii) RCC M25 Grade
cum 35518.95
Case I: Using concrete mixer cum 6987.51
Case II: With Batching Plant, Transit Mixer and Concrete
Pump
(iii) RCC M35 Grade
cum 36421.65
Case I: Using concrete mixer cum 7197.12
Case II: With Batching Plant, Transit Mixer and Concrete
Pump
B Well steining
cum 36645.03
(I) PCC M15 Grade cum 4924.18
(ii) PCC M20 Grade cum 5674.52
(iii) RCC M20 Grade
Case I: Using concrete mixer cum 5827.39
Case II: With Batching Plant, Transit Mixer and Concrete
Pump
(iv) PCC M25 Grade
cum 32559.04
Case I: Using concrete mixer cum 6245.33
Case II: With Batching Plant, Transit Mixer and Concrete
Pump
(v) RCC M25 Grade
cum 32981.19
Case I: Using concrete mixer cum 6405.22
Case II: With Batching Plant, Transit Mixer and Concrete
Pump
(vi) PCC M30 Grade
cum 33386.51
Case I: Using concrete mixer cum 6307.04
Case II: With Batching Plant, Transit Mixer and Concrete
Pump
(vii) RCC M30 Grade
cum 33037.29

Case I: Using concrete mixer cum 6438.88
Case II: With Batching Plant, Transit Mixer and Concrete
Pump
(viii) RCC M35 Grade
116
cum 33173.33
Case I: Using concrete mixer cum 6597.36
Case II: With Batching Plant, Transit Mixer and Concrete
Pump
cum 33591.28
(ix) RCC M40 Grade 33678.13
C Bottom Plug
(i) PCC Grade M20
Case I: Using concrete mixer cum 6250.33
Case II: With Batching Plant, Transit Mixer and Concrete
Pump
(ii) PCC Grade M25
cum 30240.56
Case I: Using concrete mixer cum 6568.60
Case II: With Batching Plant, Transit Mixer and Concrete
Pump
(iii) PCC Grade M30
cum 30555.55
Case I: Using concrete mixer cum 6627.68
Case II: With Batching Plant, Transit Mixer and Concrete
Pump
(iv) PCC Grade M35
cum 30617.91
Case I: Using concrete mixer cum 6765.53
Case II: With Batching Plant, Transit Mixer and Concrete
Pump
D Intermediate plug
(i) Grade M20 PCC
cum 30752.47
Case I: Using concrete mixer cum 5984.85
Case II: With Batching Plant, Transit Mixer and Concrete
Pump
(ii) Grade M25 PCC
cum 29988.00
Case I: Using concrete mixer cum 6288.30
Case II: With Batching Plant, Transit Mixer and Concrete
Pump
(iii) Grade M30 PCC
cum 30287.63
Case I: Using concrete mixer cum 6344.40
Case II: With Batching Plant, Transit Mixer and Concrete
Pump
E Top plug
(i) Grade M15 PCC
cum 30347.55

Case I: Using concrete mixer cum 4476.53
(ii) Grade M20 PCC
Case I: Using concrete mixer cum 5158.65
(iii) Grade M25 PCC
Case I: Using concrete mixer cum 5677.58
Case II: With Batching Plant, Transit Mixer and Concrete
Pump
(iv) Grade M30 PCC
117
cum 29982.90
Case I: Using concrete mixer cum 5733.68
Case II: With Batching Plant, Transit Mixer and Concrete
Pump
F Well cap
(i) RCC Grade M20
cum 30033.90
Case I: Using concrete mixer cum 5450.51
Case II: With Batching Plant, Transit Mixer and Concrete
Pump
(ii) RCC Grade M25
cum 30722.78
Case I: Using concrete mixer cum 6040.60
Case II: With Batching Plant, Transit Mixer and Concrete
Pump
(iii) RCC Grade M30
cum 31255.37
Case I: Using concrete mixer cum 6058.40
Case II: With Batching Plant, Transit Mixer and Concrete
Pump
(iv) RCC Grade M35
cum 31211.60
Using concrete mixer cum 6177.23
Case II: With Batching Plant, Transit Mixer and Concrete
Pump
cum 31209.72
(v) RCC M40 Grade cum 31583.27
12.12 Sinking of 6 m external diameter well ( other than
pneumatic method of sinking ) through all types of
strata namely sandy soil, clayey soil and rock as
shown against each case, complete as per drawing
and technical specifications. Depth of sinking is
reckoned from bed level.
A Sandy soil
(i) Depth below bed level upto 3.0 M metre 5553.90
(ii) Beyond 3m upto 10m depth metre 8064.38
(iii) Beyond 10m upto 20m

a) Add 5% for every additional meter depth of sinking
over the rate of sinking for the previous meter
(iv) Beyond 20m upto 30 m
a) Add 7.5% for every additional meter depth of sinking
over the rate of sinking for the previous meter
b) Add 20% of cost for Kentledge including supports,
loading arrangement and Labour .
(v) Beyond 30m upto 40 m metre
a) Add 10% for every additional meter depth of sinking
over the rate of sinking for the previous meter
b) Add 20% of cost for Kentledge including supports,
loading arrangement and Labour .
B Clayey soil ( 6m dia. Well )
118
metre 10651.00
metre 19979.00
23975.00
47470.00
metre 56964.00
(i) Depth below bed level upto 3.0 M metre 8056.41
(ii) Beyond 3m upto 10m depth metre 17585.44
(iii) Beyond 10 m upto 20 m
a) Add 5% for every additional meter depth of sinking
over the rate of sinking for the previous meter
metre 23224.00
b) Add for dewatering @ 5% of cost, if required. metre 24386.00
(iv) Beyond 20m upto 30 m
a) Add 7.5% for every additional meter depth of sinking
over the rate of sinking for the previous meter
b) Add 5% of cost for dewatering of the cost, if
required
c) Add 25% of cost for Kentledge including supports,
loading arrangement and Labour ).
(v) Beyond 30m upto 40 m
a) Add 10% for every additional meter depth of sinking
over the rate of sinking for the previous meter
b) Add 5% of cost for dewatering, if required
c) Add 20% of cost for Kentledge including supports,
loading arrangement and Labour).
C Soft rock (6m dia well )
(i) Depth of soft rock strata upto 3m
D Hard rock (6m dia well )
(i) Depth of soft rock strata upto 3m
metre 43562.00
metre 57175.00
metre 54452.00
metre 103496.00
metre 130405.00
metre 124196.00
metre 21051.52
metre 22818.25

12.13 Sinking of 7 m external diameter well (other than
pneumatic method of sinking) through all types of
strata namely sandy soil, clayey soil and rock as
shown against each case, complete as per drawing
and technical specifications. Depth of sinking is
reckoned from bed level.
A Sandy soil
(i) Depth below bed level upto 3.0 M metre 17250.76
(ii) Beyond 3m upto 10m depth metre 11696.85
(iii) Beyond 10m upto 20m
a) Add 5% for every additional meter depth of sinking
over the rate of sinking for the previous meter
(iv) Beyond 20m upto 30 m
a) Add 7.5% for every additional meter depth of sinking
over the rate of sinking for the previous meter
b) Add 20% of cost for Kentledge including supports,
loading arrangement and Labour) .
(v) Beyond 30m upto 40 m
a) Add 10% for every additional meter depth of sinking
over the rate of sinking for the previous meter
b) Add 20% of cost for Kentledge including supports,
loading arrangement, and Labour etc.
B Clayey soil ( 7m dia. Well )
119
metre 15448.00
metre 28975.00
metre 34770.00
metre 68839.00
metre 82607.00
(I) Depth below bed level upto 3.0 M metre 11696.85
(ii) Beyond 3m upto 10m depth metre 16949.85
(iii) Beyond 10 m upto 20 m
a) Add 5% for every additional meter depth of sinking
over the rate of sinking for the previous meter
metre 22385.00
b) Add for dewatering @ 5% of cost, if required. metre 23505.00
(iv) Beyond 20m upto 30 m
a) Add 7.5% for every additional meter depth of sinking
over the rate of sinking for the previous meter
b) Add 5% of cost for dewatering on the cost, if
required
c) Add 25% of cost for Kentledge including supports,
loading arrangement and Labour ).
(v) Beyond 30m upto 40 m
a) Add 10% for every additional meter depth of sinking
over the rate of sinking for the previous meter
b) Add 5% of cost for dewatering, if required
metre 41990.00
metre 55112.00
metre 52488.00
metre 99764.00
metre 125703.00

c) Add 20% of cost for Kentledge including supports,
loading arrangement and Labour).
C Soft rock ( 7m dia well )
120
119717.00
(i) Depth of soft rock strata upto 3m metre 18973.06
D Hard rock ( 7m dia well )
(i) Depth upto 3 m
12.14 Sinking of 8 m external diameter well ( other than
pneumatic method of sinking ) through all types of
strata namely sandy soil, clayey soil and rock as
shown against each case, complete as per drawing
and technical specifications. Depth of sinking is
reckoned from bed level.
A Sandy soil
metre 25568.67
(i) Depth below bed level upto 3.0 M metre 10574.85
(ii) Beyond 3m upto 10m depth metre 13100.63
(iii) Beyond 10m upto 20m
a) a) Add 5% for every additional meter depth of
sinking over the rate of sinking for the previous
meter
(iv) Beyond 20m upto 30 m
a) Add 7.5% for every additional meter depth of sinking
over the rate of sinking for the previous meter
b) Add 20% of cost for Kentledge including supports,
loading arrangement and Labour .
(v) Beyond 30m upto 40 m
a) Add 10% for every additional meter depth of sinking
over the rate of sinking for the previous meter
b) Add 20% of cost for Kentledge including supports,
loading arrangement, and Labour etc.
B Clayey soil ( 8m dia. Well )
metre 17302.00
metre 32456.00
metre 38947.00
metre 11409.00
metre 13690.00
(i) Depth upto 3.0 M metre 14290.84
(ii) Beyond 3m upto 10m depth
(iii) Beyond 10 m upto 20 m
a) Add 5% for every additional meter depth of sinking
over the rate of sinking for the previous meter
b) Add for dewatering @ 5% of cost, if required.
(iv) Beyond 20m upto 30 m
a) Add 7.5% for every additional meter depth of sinking
over the rate of sinking for the previous meter
b) Add 5% of cost for dewatering on the cost, if
required
metre 18538.18
metre 24483.00
metre 25707.00
metre 45922.00
metre 60273.00

c) Add 25% of cost for Kentledge including supports,
loading arrangement and Labour ).
(v) Beyond 30m upto 40 m
a) Add 10% for every additional meter depth of sinking
over the rate of sinking for the previous meter
b) Add 5% of cost for dewatering, if required
c) Add 20% of cost for Kentledge including supports,
loading arrangement and Labour).
C Soft rock ( 8m dia well )
121
metre 57403.00
metre 109103.00
metre 137470.00
metre 130924.00
(i) Depth in soft rock strata upto 3m metre 21078.12
D Hard rock ( 8m dia well )
(i) Depth in hard rock strata upto 3 m
12.15 Sinking of 9 m external diameter well ( other than
pneumatic method of sinking ) through all types of
strata namely sandy soil, clayey soil and rock as
shown against each case, complete as per drawing
and technical specifications. Depth of sinking is
reckoned from bed level.
A Sandy soil
metre 25221.16
(i) Depth below bed level upto 3.0 M metre 10666.33
(ii) Beyond 3m upto 10m depth metre 14405.59
(iii) Beyond 10m upto 20m
a) Add 5% for every additional meter depth of sinking
over the rate of sinking for the previous meter
(iv) Beyond 20m upto 30 m
a) Add 7.5% for every additional meter depth of sinking
over the rate of sinking for the previous meter
b) Add 20% of cost for Kentledge including supports,
loading arrangement and Labuor .
(v) Beyond 30m upto 40 m
a) Add 10% for every additional meter depth of sinking
over the rate of sinking for the previous meter
b) Add 20% of cost for Kentledge including supports,
loading arrangement, and Labour etc.
B Clayey soil ( 9m dia. Well )
metre 19025.00
metre 35686.00
metre 42824.00
metre 84786.00
metre 101743.00
(i) Depth below bed level upto 3.0 M metre 15026.83
(ii) Beyond 3m upto 10m depth metre 20027.23
(iii) Beyond 10 m upto 20 m

a) Add 5% for every additional meter depth of sinking
over the rate of sinking for the previous meter
b) Add for dewatering @ 5% of cost, if required.
(iv) Beyond 20m upto 30 m
a) Add 7.5% for every additional meter depth of sinking
over the rate of sinking for the previous meter
b) Add 5% of cost for dewatering on the cost, if
required
c) Add 25% of cost for Kentledge including supports,
loading arrangement and Labour).
(v) Beyond 30m upto 40 m
a) Add 10% for every additional meter depth of sinking
over the rate of sinking for the previous meter
122
metre 26449.00
metre 27772.00
metre 49610.00
metre 65113.00
metre 62013.00
metre 117867.00
b) Add 5% of cost for dewatering, if required metre 148512.00
Add 20% of cost for Kentledge including supports,
loading arrangement and Labour).
C Soft rock ( 9m dia well )
metre 141440.00
(i) Depth upto 3m metre 26869.10
D Hard rock ( 9m dia well )
(i) Depth of hard rock strata upto 3 m
12.16 Sinking of 10 m external diameter well ( other than
pneumatic method of sinking ) through all types of
strata namely sandy soil, clayey soil and rock as
shown against each case, complete as per drawing
and technical specifications. Depth of sinking is
reckoned from bed level.
A Sandy soil
metre 29298.59
(i) Depth below bed level upto 3.0 M metre 13001.81
(ii) Beyond 3m upto 10m depth metre 15149.23
(iii) Beyond 10m upto 20m
a) Add 5% for every additional meter depth of sinking
over the rate of sinking for the previous meter
(iv) Beyond 20m upto 30 m
a) Add 7.5% for every additional meter depth of sinking
over the rate of sinking for the previous meter
b) Add 20% of cost for Kentledge including supports,
loading arrangement and Labour.
(v) Beyond 30m upto 40 m
metre 20008.00
metre 37530.00
metre 45036.00

a) Add 10% for every additional meter depth of sinking
over the rate of sinking for the previous meter
b) Add 20% of cost for Kentledge including supports,
loading arrangement, and Labour etc.
B Clayey soil (10m dia. Well )
123
metre 89166.00
metre 106999.00
(i) Depth below bed level upto 3.0 M metre 16284.94
(ii) Beyond 3m upto 10m depth metre 19446.94
(iii) Beyond 10 m upto 20 m
a) Add 5% for every additional meter depth of sinking
over the rate of sinking for the previous meter
b) Add for dewatering @ 5% of cost, if required.
(iv) Beyond 20m upto 30 m
a) Add 7.5% for every additional meter depth of sinking
over the rate of sinking for the previous meter
b) Add 5% of cost for dewatering on the cost, if
required
c) Add 25% of cost for Kentledge including supports,
loading arrangement and Labour ).
(v) Beyond 30m upto 40 m
a) Add 10% for every additional meter depth of sinking
over the rate of sinking for the previous meter
metre 25683.00
metre 26967.00
metre 48176.00
metre 63231.00
metre 60220.00
metre 114460.00
b) Add 5% of cost for dewatering, if required metre 144219.00
c) Add 20% of cost for Kentledge including supports,
loading arrangement and Labour).
C Soft rock (10m dia well )
137352.00
(i) Depth of soft rock strata upto 3m metre 27484.03
D Hard rock (10m dia well )
(i) Depth of hard rock strata upto 3 m
12.17 Sinking of 11 m external diameter well ( other than
pneumatic method of sinking ) through all types of
strata namely sandy soil, clayey soil and rock as
shown against each case, complete as per drawing
and technical specifications. Depth of sinking is
reckoned from bed level.
A Sandy soil
metre 34967.49
(i) Depth from bed level upto 3.0 M metre 30359.02
(ii) Beyond 3m upto 10m depth metre 22627.42
(iii) Beyond 10m upto 20m

a) Add 5% for every additional meter depth of sinking
over the rate of sinking for the previous meter
(iv) Beyond 20m upto 30 m
a) Add 7.5% for every additional meter depth of sinking
over the rate of sinking for the previous meter
b) Add 20% of cost for Kentledge including supports,
loading arrangement and Labour.
(v) Beyond 30m upto 40 m
a) Add 10% for every additional meter depth of sinking
over the rate of sinking for the previous meter
b) Add 20% of cost for Kentledge including supports,
loading arrangement, and Labour etc.
B Clayey soil (11 m dia. Well )
124
metre 29884.00
metre 56055.00
metre 67265.00
metre 133177.00
metre 159813.00
(i) Depth from bed level upto 3.0 M metre 27037.66
(ii) Beyond 3m upto 10m depth metre 39779.06
(iii) Beyond 10 m upto 20 m
a) Add 5% for every additional meter depth of sinking
over the rate of sinking for the previous meter
b) Add for dewatering @ 5% of cost, if required.
(iv) Beyond 20m upto 30 m
a) Add 7.5% for every additional meter depth of sinking
over the rate of sinking for the previous meter
b) Add 5% of cost for dewatering on the cost, if
required
c) Add 25% of cost for Kentledge including supports,
loading arrangement and Labour ).
(v) Beyond 30m upto 40 m
a) Add 10% for every additional meter depth of sinking
over the rate of sinking for the previous meter
metre 52535.00
metre 55162.00
metre 98543.00
metre 129338.00
metre 123179.00
metre 234124.00
b) Add 5% of cost for dewatering, if required metre 294996.00
c) Add 20% of cost for Kentledge including supports,
loading arrangement and Labour).
C Soft rock (11m dia well )
metre 280949.00
(i) Depth of soft rock strata upto 3m metre 61767.86
D Hard rock (11m dia well )
(i) Depth of hard rock upto 3 m
metre 79297.70

12.18 Sinking of 12 m external diameter well ( other than
pneumatic method of sinking ) through all types of
strata namely sandy soil, clayey soil and rock as
shown against each case, complete as per drawing
and technical specifications. Depth of sinking is
reckoned from bed level.
A Sandy soil
(i) I) Depth below bed level upto 3.0 M metre 62033.84
(ii) Beyond 3m upto 10m depth metre 68759.48
(iii) Beyond 10m upto 20m
a) a) Add 5% for every additional meter depth of
sinking over the rate of sinking for the previous
meter
(iv) Beyond 20m upto 30 m
a) Add 7.5% for every additional meter depth of sinking
over the rate of sinking for the previous meter
b) Add 20% of cost for Kentledge including supports,
loading arrangement and Labour.
(v) Beyond 30m upto 40 m
a) Add 10% for every additional meter depth of sinking
over the rate of sinking for the previous meter
b) Add 20% of cost for Kentledge including supports,
loading arrangement, and Labour etc.
B Clayey soil (12 m dia. Well )
125
metre 90809.00
metre 170333.00
metre 204399.00
metre 404684.00
metre 485621.00
(i) Depth below bed level upto 3.0 M metre 66695.24
(ii) Beyond 3m upto 10m depth metre 101954.36
(iii) Beyond 10 m upto 20 m
a) Add 5% for every additional meter depth of sinking
over the rate of sinking for the previous meter
metre 134649.00
b) Add for dewatering @ 5% of cost, if required. metre 141381.00
(iv) Beyond 20m upto 30 m
a) Add 7.5% for every additional meter depth of sinking
over the rate of sinking for the previous meter
b) Add 5% of cost for dewatering on the cost, if
required
c) Add 25% of cost for Kentledge including supports,
loading arrangement and Labour ).
(v) Beyond 30m upto 40 m
metre 252564.00
metre 331490.00
metre 315705.00

a) Add 10% for every additional meter depth of sinking
over the rate of sinking for the previous meter
b) Add 5% of cost for dewatering, if required
c) Add 20% of cost for Kentledge including supports,
loading arrangement and Labour).
C Soft rock (12m dia well )
126
metre 600056.00
metre 756070.00
metre 720067.00
(i) Depth of soft rock strata upto 3m metre 146801.16
D Hard rock (12m dia well )
(i) Depth of hard rock strata upto 3 m
12.19 12.19 Sinking of Twin D Type well ( other than pneumatic
method of sinking ) through all types of strata
namely sandy soil, clayey soil and rock as shown
against each case, complete as per drawing and
technical specifications. Depth of sinking is reckoned
from bed level.
A Sandy soil
metre 185522.72
(i) Depth from bed level upto 3.0 M metre 14131.78
(ii) Beyond 3m upto 10m depth metre 15190.10
(iii) Beyond 10m upto 20m
a) Add 5% for every additional meter depth of sinking
over the rate of sinking for the previous meter
(iv) Beyond 20m upto 30 m
a) Add 7.5% for every additional meter depth of sinking
over the rate of sinking for the previous meter
b) Add 20% of cost for Kentledge including supports,
loading arrangement and Labour.
(v) Beyond 30m upto 40 m
a) Add 10% for every additional meter depth of sinking
over the rate of sinking for the previous meter
b) Add 20% of cost for Kentledge including supports,
loading arrangement, and Labour etc.
B Clayey soil (Twin D Type Well )
metre 20062.00
metre 37630.00
metre 45156.00
metre 89405.00
metre 107286.00
(i) Depth below bed level upto 3.0 M metre 16323.83
(ii) Beyond 3m upto 10m depth metre 21592.70
(iii) Beyond 10 m upto 20 m
a) Add 5% for every additional meter depth of sinking
over the rate of sinking for the previous meter
metre 28517.00
b) Add for dewatering @ 5% of cost, if required. metre 29943.00
(iv) Beyond 20m upto 30 m

a) Add 7.5% for every additional meter depth of sinking
over the rate of sinking for the previous meter
b) Add 5% of cost for dewatering on the cost, if
required
c) Add 25% of cost for Kentledge including supports,
loading arrangement and Labour ).
(v) Beyond 30m upto 40 m
a) Add 10% for every additional meter depth of sinking
over the rate of sinking for the previous meter
127
metre 53490.00
metre 70206.00
metre 66863.00
metre 127083.00
b) Add 5% of cost for dewatering, if required metre 160125.00
c) Add 20% of cost for Kentledge including supports,
loading arrangement and Labour).
C Soft rock (Twin D Type well )
metre 152500.00
(i) Depth of soft rock strata upto 3m metre 31814.56
D Hard rock (Twin D Type well )
(i) Depth of hard rock strata upto 3 m
12.20 Pneumatic sinking of wells with equipment of
approved design, drawing and specifications worked
by competent and trained personnel and comprising
of compression and decompression chambers,
reducers, two air locks separately for men and plant
& materials, arrangement for supply of fresh air to
working chambers, check valves, exhaust valves,
shafts made from steel plates of riveted construction
not less than 6 mm thick to withstand an air pressure
of 0.50 MPa, controlled blasting of hard rock where
required, staircases and 1 m wide landing plate
forms with railing, arrangement for compression and
decompression, electric lighting of 50 V maximum,
proper rooms for rest and medical examinations and
compliance with safety precautions as per IS:4138,
all as per clause1207.6 of MoRTH Specifications.
12.21 Sand filling in wells complete as per drawing and
technical specifications
12.22 Providing steel liner 10 mm thick for curbs and 6mm
thick for steining of wells including fabricating and
setting out as per detailed drawing
12.23 Bored cast-in-situ M35 grade R.C.C. pile excluding
reinforcement complete as per drawing and technical
specifications and removal of excavated earth with
all lifts and lead upto 1000 m. (Pile diameter-750
mm)
metre 38213.09
cum 692.33
tonne 75212.42
metre 30675.29

12.24 Bored cast-in-situ M35 grade R.C.C. pile excluding
reinforcement complete as per drawing and technical
specifications and removal of excavated earth with
all lifts and lead upto 1000 m. (Pile diameter-1000
mm)
12.25 Bored cast-in-situ M35 grade R.C.C. pile excluding
reinforcement complete as per drawing and technical
specifications and removal of excavated earth with
all lifts and lead upto 1000 m. (Pile diameter-1200
mm)
12.26 Driven cast-in-place vertical M35 grade RCC. pile
excluding reinforcement complete as per drawing
and & Technical Specification (Pile diameter - 750
mm)
12.27 Driven cast-in-place vertical M35 grade R.C.C. piles
excluding reinforcement complete as per drawing
and & Technical Specification (Pile diameter - 1000
mm)
12.28 Driven cast-in-place vertical M35 grade R.C.C. piles
excluding reinforcement complete as per drawing
and & Technical Specification (Pile diameter - 1200
mm)
12.29 Driven precast vertical M35 grade R.C.C. piles
excluding reinforcement complete as per drawing
and & Technical Specification (Pile Diameter=500
mm)
12.30 Driven precast vertical M35 grade R.C.C. piles
excluding reinforcement complete as per drawing
and & Technical Specification (Pile Diameter=750
mm)
12.31 Driven precast vertical M35 grade R.C.C. piles
excluding reinforcement complete as per drawing
and & Technical Specification (Pile Diameter=1000
mm)
12.32 Driven precast vertical M35 grade R.C.C. piles
excluding reinforcement complete as per drawing
and & Technical Specification (Size of pile - 300 mm
x 300 mm)
12.33 Driven precast vertical M35 grade R.C.C. piles
excluding reinforcement complete as per drawing
and & Technical Specification (Size of pile - 500 mm
x 500 mm)
128
metre 53375.66
metre 70086.60
metre 15754.87
metre 27141.22
metre 39230.73
metre 7317.36
metre 15376.67
metre 26904.27
metre 3878.23
metre 9069.09

12.34 Driven precast vertical M35 grade R.C.C. piles
excluding reinforcement complete as per drawing
and & Technical Specification (Size of pile - 750 mm
x 750 mm)
12.35 Driven vertical steel piles complete as per drawing
and & Technical Specification (Section of the pile -
H Section steel column 400 x 250 mm (ISHB Series)
)
12.36 Driven vertical steel piles complete as per drawing
and & Technical Specification (Section of the pile -
H Section steel column 450 x 250 mm (ISHB Series)
12.37 Pile load test on single vertical pile in accordance
with IS:2911 Part-IV) Although this item is
incidental to work and is not required to be included
ib BOQ of contract, the same is required to be added
in the estimate to assess cost of work.
12.38 Cement concrete for reinforced concrete in pile cap
complete as per drawing and Technical Specification
A RCC Grade M20
129
metre 19334.68
metre 5412.64
metre 6105.10
Case I Using concrete mixer cum 5465.93
Case II With Batching Plant, Transit Mixer and Concrete
Pump
B RCC Grade M25
cum 30757.39
Case I Using concrete mixer cum 6031.57
Case II With Batching Plant, Transit Mixer and Concrete
Pump
C RCC Grade M30
cum 31322.37
Case I Using concrete mixer cum 6103.09
Case II With Batching Plant, Transit Mixer and Concrete
Pump
D RCC Grade M35
cum 31394.55
Case I Using concrete mixer cum 6252.63
Case II With Batching Plant, Transit Mixer and Concrete
Pump
cum 31543.42
12.39 Leveling course for Pile cap cum 4456.98
12.40 Supplying, fitting and placing un-coated HYSD bar
reinforcement in foundation complete as per drawing
and technical specifications
12.41 Supplying, fitting and placing un-coated Mild steel
reinforcement complete in foundation as per drawing
and technical specification
13 SUB-STRUCTURE FOR BRIDGES
tonne 70269.59
tonne 70691.10

13.1 Brick masonry work in 1:3 in sub-structure complete
excluding pointing and plastering, as per drawing
and technical specifications
13.2 Pointing with cement mortar (1:3 ) on brick work in
substructure as per Technical specifications
13.3 Plastering with cement mortar (1:3 ) on brick work in
sub-structure as per Technical specifications
13.4 Stone masonry work in cement mortar 1:3 for
substructure complete as per drawing and Technical
Specifications
130
cum 6981.75
sqm 50.09
sqm 113.51
A Random Rubble Masonry cum 3587.58
B Coursed rubble masonry (first sort ) cum 3674.74
C Ashlar masonry ( first sort )
13.5 Plain/Reinforced cement concrete in sub-structure
complete as per drawing and technical specifications
A PCC Grade M15
(p) Height upto 5m
B PCC Grade M20
cum 4482.52
cum 4924.18
(p) Height upto 5m cum 5674.52
C PCC Grade M25
(p) Height upto 5m
Case I Using concrete Mixer cum 6245.33
Case II With Batching Plant, Transit Mixer and Concrete
Pump
(q) Height 5m to 10m
cum 32981.19
Case I Using concrete Mixer cum 6472.43
Case II With Batching Plant, Transit Mixer and Concrete
Pump
(r) Height above 10m
cum 34180.51
Case I Using concrete Mixer cum 6756.31
Case II With Batching Plant, Transit Mixer and Concrete
Pump
D PCC Grade M30
(p) Height upto 5m
cum 35679.65
Case I Using concrete Mixer cum 6307.04
Case II With Batching Plant, Transit Mixer and Concrete
Pump
(q) Height 5m to 10m
cum 33037.29

Case I Using concrete Mixer cum 6536.40
Case II With Batching Plant, Transit Mixer and Concrete
Pump
(r) Height above 10m
131
cum 34238.65
Case I Using concrete Mixer cum 6823.08
Case II With Batching Plant, Transit Mixer and Concrete
Pump
E RCC Grade M20
(p) Height upto 5m
cum 35740.34
Case I Using concrete Mixer cum 5827.39
Case II With Batching Plant, Transit Mixer and Concrete
Pump
(q) Height 5m to 10m
cum 32559.04
Case I Using concrete Mixer cum 6039.29
Case II With Batching Plant, Transit Mixer and Concrete
Pump
(r) Height above 10m
cum 33743.00
Case I Using concrete Mixer cum 6304.17
Case II With Batching Plant, Transit Mixer and Concrete
Pump
F RCC Grade M25
(p) Height upto 5m
cum 35222.96
Case I Using concrete Mixer cum 6405.22
Case II With Batching Plant, Transit Mixer and Concrete
Pump
(q) Height 5m to 10m
cum 33386.51
Case I Using concrete Mixer cum 6614.85
Case II With Batching Plant, Transit Mixer and Concrete
Pump
(r) Height above 10m
cum 34479.17
Case I Using concrete Mixer cum 6929.29
Case II With Batching Plant, Transit Mixer and Concrete
Pump
G RCC Grade M30
(p) Height upto 5m
cum 36118.14
Case I Using concrete Mixer cum 6438.88
Case II With Batching Plant, Transit Mixer and Concrete
Pump
(q) Height 5m to 10m
cum 33173.33

Case I Using concrete Mixer cum 6620.35
Case II With Batching Plant, Transit Mixer and Concrete
Pump
(r) Height above 10m
132
cum 34108.23
Case I Using concrete Mixer cum 6877.90
Case II With Batching Plant, Transit Mixer and Concrete
Pump
H RCC Grade M35
(p) Height upto 5m
cum 35435.16
Case I Using concrete Mixer cum 6597.36
Case II With Batching Plant, Transit Mixer and Concrete
Pump
(q) Height 5m to 10m
cum 33591.28
Case I Using concrete Mixer cum 6741.31
Case II With Batching Plant, Transit Mixer and Concrete
Pump
(r) Height above 10m
cum 34324.17
Case I Using concrete Mixer cum 6957.22
Case II With Batching Plant, Transit Mixer and Concrete
Pump
13.6 Supplying, fitting and placing HYSD bar
reinforcement in sub-structure complete as per
drawing and technical specifications
13.7 Supplying, fitting and placing Mild steel
reinforcement complete in sub-structure as per
drawing and technical specification
13.8 Providing weep holes in Brick
masonry/Plain/Reinforced concrete abutment, wing
wall/return wall with 100 mm dia AC pipe, extending
through the full width of the structure with slope of
1V :20H towards drawing foce. Complete as per
drawing and Technical specifications
13.9 Back filling behind abutment, wing wall and return
wall complete as per drawing and Technical
specification
cum 35423.53
tonne 69557.05
tonne 70091.85
each 1110.40
A Granular material cum 937.00
B Sandy material
cum 860.88

13.10 Providing and laying of Filter media with granular
materials/stone crushed aggregates satisfying the
requirements laid down in clause 2504.2.2. of
MoRTH specifications to a thickness of not less than
600 mm with smaller size towards the soil and bigger
size towards the wall and provided over the entire
surface behind abutment, wing wall and return wall
to the full height compacted to a firm condition
complete as per drawing and technical specification.
13.11 Supplying, fitting and fixing in position true to line
and level cast steel rocker bearing conforming to
IRC: 83(Pt.-1) section IX and clause 2003 of
MoRTH specifications complete including all
accessories as per drawing and Technical
Specifications.
13.12 Supplying, fitting and fixing in position true to line
and level forged steel roller bearing conforming to
IRC: 83(Pt.-1) section IX and clause 2003 of
MoRTH specifications complete including all
accessories as per drawing and Technical
Specifications.
13.13 Supplying, fitting and fixing in position true to line
and level sliding plate bearing with PTFE surface
sliding on stainless steel complete including all
accessories as per drawing and Technical
Specifications and BS: 5400, section 9.1 & 9.2 (for
PTFE) and clause 2004 of MoRTH Specifications.
13.14 Supplying, fitting and fixing in position true to line
and level elastomeric bearing conforming to IRC: 83
(Part-II) section IX and clause 2005 of MoRTH
specifications complete including all accessories as
per drawing and Technical Specifications.
14 SUPER-STRUCTURE FOR BRIDGES
14.1 14.1 Furnishing and Placing Reinforced/Prestressed
cement concrete in super-structure as per drawing
and Technical Specification
A RCC Grade M20
Case I Using Concrete Mixer
(i) For solid slab super-structure, 20-30% of (a+b+c)
133
cum 836.91
cubic
centimetre
Refer AoR
Refer AoR
Refer AoR
(p) Height upto 5m cum 6289.12
(q) Height 5m to 10m cum 6551.16
(r) Height above 10m
(ii) For T-beam & slab, 25-35% of (a+b+c)
1.16
cum 6813.21
(p) Height upto 5m cum 6551.16
(q) Height 5m to 10m cum 6813.21

(r) Height above 10m
Case II Using Batching Plant, Transit Mixer and Concrete
Pump
(i) For solid slab super-structure, 20-30% of (a+b+c)
134
cum 7075.26
(p) Height upto 5m cum 35449.37
(q) Height 5m to 10m cum 36926.43
(r) Height above 10m cum 38403.49
(ii) For T-beam & slab, 25-35% of (a+b+c)
(p) Height upto 5m cum 36926.43
(q) Height 5m to 10m cum 38403.49
(r) Height above 10m
B RCC Grade M25
Case I Using Concrete Mixer
(i) For solid slab super-structure, 20-30% of (a+b+c)
cum 39880.54
(p) Height upto 5m cum 6941.71
(q) Height 5m to 10m cum 7230.95
(r) Height above 10m
(ii) For T-beam & slab, 25-35% of (a+b+c)
cum 7520.19
(p) Height upto 5m cum 7230.95
(q) Height 5m to 10m cum 7520.19
(r) Height above 10m
Case II Using Batching Plant, Transit Mixer and Concrete
Pump
(i) For solid slab super-structure, 20-30% of (a+b+c)
cum 7809.43
(p) Height upto 5m cum 36109.62
(q) Height 5m to 10m cum 37614.19
(r) Height above 10m
(ii) For T-beam & slab, 25-35% of (a+b+c)
cum 39118.75
(p) Height upto 5m cum 38056.71
(q) Height 5m to 10m cum 39118.75
(r) Height above 10m cum 40623.32
C RCC Grade M 30
Case I Using Concrete Mixer
(i) For solid slab super-structure, 20-30% of (a+b+c)
(p) Height upto 5m cum 7045.85
(q) Height 5m to 10m cum 7339.43
(r) Height above 10m
(ii) For T-beam & slab, 25-35% of (a+b+c)
cum 7633.01
(p) Height upto 5m cum 7339.43

(q) Height 5m to 10m cum 7633.01
(r) Height above 10m
Case II Using Batching Plant, Transit Mixer and Concrete
Pump
(i) For solid slab super-structure, 20-30% of (a+b+c)
135
cum 7926.59
(p) Height upto 5m cum 36193.13
(q) Height 5m to 10m cum 37701.18
(r) Height above 10m
(ii) For T-beam & slab, 25-35% of (a+b+c)
cum 39209.23
(p) Height upto 5m cum 37701.18
(q) Height 5m to 10m cum 39209.23
(r) Height above 10m
D RCC/PSC Grade M35
Case I Using Concrete Mixer
(i) For solid slab super-structure, 18-28% of (a+b+c)
cum 40717.27
(p) Height upto 5m cum 7098.13
(q) Height 5m to 10m cum 7398.90
(r) Height above 10m
(ii) For T-beam & slab, 23-33% of (a+b+c)
cum 7699.67
(p) Height upto 5m cum 7398.90
(q) Height 5m to 10m cum 7699.67
(r) Height above 10m
(iii) For box girder and balanced cantilever, 38-58% of
cost of concrete.
cum 8000.44
(p) Height upto 5m cum 8301.20
(q) Height 5m to 10m cum 8902.74
(r) Height above 10m
Case II Using Batching Plant, Transit Mixer and Concrete
Pump
(i) For solid slab super-structure, 18-28% of (a+b+c)
cum 9504.28
(p) Height upto 5m cum 35757.49
(q) Height 5m to 10m cum 37272.64
(r) Height above 10m
(ii) For T-beam & slab, 23-33% of (a+b+c)
cum 38787.78
(p) Height upto 5m cum 37272.64
(q) Height 5m to 10m cum 38787.78
(r) Height above 10m cum 40302.93

(iii) For box girder and balanced cantilever, 38-58% of
cost of concrete.
(p) Height upto 5m cum 41818.08
(q) Height 5m to 10m cum 44848.38
(r) Height above 10m
E PSC Grade M-40
Case I Using Concrete Mixer
(i) For solid slab super-structure, 20-30% of (a+b+c)
136
cum 47878.67
(p) Height upto 5m cum 7635.52
(q) Height 5m to 10m cum 7953.66
(r) Height above 10m
(ii) For T-beam & slab, 25-35% of (a+b+c)
cum 8271.81
(p) Height upto 5m cum 7953.66
(q) Height 5m to 10m cum 8271.81
(r) Height above 10m
Case II Using Batching Plant, Transit Mixer and Concrete
Pump
(i) For solid slab super-structure, 18-28% of (a+b+c)
cum 8589.96
(p) Height upto 5m cum 36135.28
(q) Height 5m to 10m cum 37666.44
(r) Height above 10m
(ii) For T-beam & slab, 23-33% of (a+b+c)
cum 39197.59
(p) Height upto 5m cum 37666.44
(q) Height 5m to 10m cum 39197.59
(r) Height above 10m
(iii) For box girder and balanced cantilever, 38-58% of
cost of concrete.
cum 40728.75
(p) Height upto 5m cum 42259.91
(q) Height 5m to 10m cum 45322.22
(r) Height above 10m cum 48384.53
F PSC Grade M-45
(i) For solid slab/voided slab super-structure, 16-26%
of cost of concrete (a+b+c)
(p) Height upto 5m cum 35926.32
(q) Height 5m to 10m cum 37474.86
(r) Height above 10m
(ii) For I-beam & slab including launching of precast
girders by launching truss upto 40 m span, 21-31%
of cost of concrete.
cum 39023.41

(p) Height upto 5m cum 37474.86
(q) Height 5m to 10m cum 39023.41
(r) Height above 10m
(iii) For cast-in-situ box girder, segmental construction
and balanced cantilever, 36-56% of cost of concrete.
137
cum 40571.96
(p) Height upto 5m cum 42120.51
(q) Height 5m to 10m cum 45217.60
(r) Height above 10m cum 48314.70
G PSC Grade M-50
(i) For cast-in-situ box girder, segmental construction
and balanced cantilever, 35-55% of cost of concrete
(p) Height upto 5m cum 42146.21
(q) Height 5m to 10m cum 45268.15
(r) Height above 10m cum 48390.10
H PSC Grade M- 55
(i) For cast-in-situ box girder, segmental construction
and balanced cantilever, 35-55% of cost of concrete
(p) Height upto 5m cum 42671.70
(q) Height 5m to 10m cum 45832.56
(r) Height above 10m
14.2 a) Supplying, fitting and placing HYSD bar
reinforcement in super-structure complete as per
drawing and technical specifications
14.3 High tensile steel wires/strands including all
accessories for stressing, stressing operations and
grouting complete as per drawing and Technical
Specifications
14.4 Providing and laying Cement concrete wearing coat
M-30 grade including reinforcement complete as per
drawing and Technical Specifications
cum 48993.43
tonne 70538.80
tonne 167983.16
cum 35490.12

14.5 Mastic Asphalt (Providing and laying 12 mm thick
mastic asphalt wearing course on top of deck slab
excluding prime coat with paving grade bitumen
meeting the requirements given in table 500-29,
prepared by using mastic cooker and laid to required
level and slope after cleaning the surface, including
providing antiskid surface with bitumen pre-coated
fine grained hard stone chipping of 9.5 mm nominal
size at the rate of 0.005cum per 10 sqm and at an
approximate spacing of 10 cm center to center in
both directions, pressed into surface when the
temperature of surfaces not less than 100 deg. C,
protruding 1 mm to 4 mm over mastic surface, all
complete as per clause 515.)
14.6 Construction of precast RCC railing of M30 Grade,
aggregate size not exceeding 12 mm, true to line and
grade, tolurence of vertical RCC post not to exceed
1 in 500, centre to centre spacing between vertical
post not to exceed 2000 mm, leaving adequate space
between vertical post for expansion, complete as per
approved drawings and technical specifications.
14.7 Construction of RCC railing of M30 Grade in-situ
with 20 mm nominal size aggregate, true to line and
grade, tolurence of vertical RCC post not to exceed
1 in 500, centre to centre spacing between vertical
post not to exceed 2000 mm, leaving adequate space
between vertical post for expansion, complete as per
approved drawings and technical specifications.
14.8 Providing, fitting and fixing mild steel railing
complete as per drawing and Technical Specification
14.9 Drainage Spouts complete as per drawing and
Technical specification
14.10 PCC M15 Grade leveling course below approach
slab complete as per drawing and Technical
specification
14.11 Reinforced cement concrete approach slab including
reinforcement and formwork complete as per
drawing and Technical specification
14.12 Providing anti-corrosive treatment to HYSD
reinforcement with Fusion Bonded Epoxy Coating
(FBEC) (To be taken as per the prevailing market
rates.)
14.13 Precast – pre-tensioned Girders (Providing, precasting,
transportation and placing in position
precast pre-tensioned concrete girders as per drawing
and technical specifications)
138
sqm 405.70
metre 4175.88
metre 4158.34
metre 3286.29
metre 1151.19
cum 4529.00
cum 34287.69
tonne
cum 26469.66

14.14 Providing and fixing Helical pipes in voided concrete
slabs
14.15 Crash Barriers (The rate analysis for rigid crash
barrier in reinforced cement concrete, semi-rigid
crash barrier with metal beam and flexible crash
barrier with wire ropes have been made and included
in chapter-8 on Traffic and Transportation.)
14.16 Painting on concrete surface (Providing and applying
2 coats of water based cement paint to unplastered
concrete surface after cleaning the surface of dirt,
dust, oil, grease, efflorescence and applying paint
@ of 1 litre for 2 Sq.m. )
14.17 Burried Joint (Providing and laying a burried
expansion joint, expansion gap being 20 mm,
covered with 12 mm thick, 200 mm wide galvanised
wieldable structural steel plate as per IS: 2062,
placed symmetrical to centre line of the joint, resting
freely over the top surface of the deck concrete,
welding of 8 mm dia. 100 mm long galvanised nails
spaced 300 mm c/c along the centre line of the plate,
all as specified in clause 2604.)
14.18 Filler joint
(i) Providing & fixing 2 mm thick corrugated copper
plate in expansion joint complete as per drawing &
Technical Specification.
(ii) Providing & fixing 20 mm thick compressible fibre
board in expansion joint complete as per drawing &
Technical Specification.
(iii) Providing and fixing in position 20 mm thick
premoulded joint filler in expansion joint for fixed
ends of simply supported spans not exceeding 10 m
to cater for a horizontal movement upto 20 mm,
covered with sealant complete as per drawing and
technical specifications.
(iv) Providing and filling joint sealing compound as per
drawings and technical specifications with coarse
sand and 6% bitumen by weight
139
metre 43916.42
metre 47.72
metre 1416.22
metre 5693.62
metre 228.16
metre 160.23
metre 20.04

14.19 Asphaltic Plug joint (Providing and laying of
asphaltic plug joint to provide for horizontal
movement of 25 mm and vertical movement of 2
mm, depth of joint varying from 75 mm to 100 mm,
width varying from 500 mm to 750 mm (in traffic
direction), covered with a closure plate of 200mm x
6mm of wieldable structural steel conforming to IS:
2062, asphaltic plug to consist of polymer modified
bitumen binder, carefully selected single size
aggregate of 12.5 mm nominal size and a heat
resistant foam caulking/backer rod, all as per
approved drawings and specifications.)
14.20 Elastomeric Slab Steel Expansion Joint (Providing
and laying of an elastomeric slab steel expansion
joint, catering to right or skew (less than 20 deg.,
moderately curved with maximum horizontal
movement upto 50 mm, complete as per approved
drawings and standard specifications to be installed
by the manufacturer/supplier or their authorized
representative ensuring compliance to the
manufacturer's instructions for installation and clause
2606 of MoRTH specifications for road & bridge
works.)
14.21 Compression Seal Joint (Providing and laying of
compression seal joint consisting of steel armored
nosing at two edges of the joint gap suitably
anchored to the deck concrete and a preformed
chloroprene elastomer or closed cell foam joint sealer
compressed and fixed into the joint gap with special
adhesive binder to cater for a horizontal movement
upto 40 mm and vertical movement of 3 mm.)
14.22 Strip Seal Expansion Joint (Providing and laying of a
strip seal expansion joint catering to maximum
horizontal movement upto 70 mm, complete as per
approved drawings and standard specifications to be
installed by the manufacturer/supplier or their
authorized representative ensuring compliance to the
manufacturer's instructions for installation.)
14.23 Modular Strip / Box Seal Joint (Providing and laying
of a modular strip Box steel expansion joint
including anchorage catering to a horizontal
movement beyond 70 mm and upto 140mm,
complete as per approved drawings and standard
specifications to be installed by the
manufacturer/supplier or their authorised
representative ensuring compliance to the
manufacturer's instructions for installation.)
140
metre 1194.96
metre 11549.69
metre 3505.88
metre 12682.15
metre 14885.18

14.24 Modular Strip / Box Seal Joint (Providing and laying
of a modular strip box seal expansion joint catering
to a horizontal movement beyond 140mm and upto
210mm, complete as per approved drawings and
standard specifications to be installed by the
manufacturer/supplier or their authorised
representative ensuring compliance to the
manufacturer's instructions for installation.)
15 RIVER TRAINING AND PROTECTION
WORKS
15.1 Providing and laying boulders apron on river bed for
protection against scour with stone boulders
weighing not less than 40 kg each complete as per
drawing and Technical specification.
A Boulder laid dry without wire crates.
15.2 Boulder apron laid in wire crates (Providing and
laying of boulder apron laid in wire crates made with
4mm dia GI wire conforming to IS: 280 & IS:4826 in
100mm x 100mm mesh (weaved diagonally)
including 10% extra for laps and joints laid with
stone boulders weighing less not less than 40 kgs
each.
15.3 Cement concrete blocks (size 0.5 x 0.5 x 0.5 m)
(Providing and laying of apron with cement concrete
blocks of size 0.5x0.5x0.5 m cast in-situ and made
with nominal mix of M-15 grade cement concrete
with a minimum cement content of 250 kg/cum as
per IRC: 21-2000.
15.4 Providing and laying Pitching on slopes laid over
prepared filter media including boulder apron laid
dry in front of toe of embankment complete as per
drawing and Technical specifications
141
metre 29224.44
cum 799.43
cum 1838.22
cum 4803.00
A Stone/Boulder cum 799.43
B Cement Concrete blocks of size 0.3x0.3 x0.3 m cast
in cement concrete of Grade M15
15.5 Providing and laying Filter material underneath
pitching in slopes complete as per drawing and
Technical specification.
15.6 Geotextile Filter (Laying of a geotextile filter
between pitching and embankment slopes on which
pitching is laid to prevent escape of the embankment
material through the voids of the stone
pitching/cement concrete blocks as well as to allow
free movement of water without creating any uplift
head on the pitching.
cum 4803.00
cum 965.81
sqm 292.10

15.7 Toe protection (A toe wall for toe protection can
either be in dry rubble masonry in case of dry rubble
pitching or pitching with stones in wire crates or it
can be in PCC M15 nominal mix if cement concrete
block have been used for pitching . Rates for toe wall
can be adopted from respective clauses depending
upon approved design. The rate for excavation for
foundation, dry rubble masonry and PCC M-15 have
been analyzed and given in respective chapters.
15.8 Providing and laying Flooring complete as per
drawing and Technical specifications laid over
cement concrete bedding.
142
Refer AoR if necessary
A Rubble stone laid in cement mortar 1:3 cum 4083.70
B Cement Concrete blocks Grade M15
cum 6326.00
15.9 Dry rubble Flooring cum 1077.12
15.10 Curtain wall complete as per drawing and Technical
specification
A Stone masonry in cement mortar (1:3) cum 3552.00
B Cement concrete Grade M15 cum 4709.00
15.11 Flexible Apron : Construction of flexible apron 1 m
thick comprising of loose stone boulders weighing
not less than 40 kg beyond curtain wall.
15.12 Gabian Structure (Providing and construction of a
gabain structure with segments of wire crates of size
7 m x 3 m x 0.6 m each divided into 1.5 m
compartments by cross netting, made from 4 mm
galvanised steel wire @ 32 kg per 10sqm having
minimum tensile strength of 300 Mpa conforming to
IS:280 and galvanizing coating conforming to
IS:4826, woven into mesh with double twist, mesh
size not exceeding 100 x 100 mm, filled with
boulders with least dimension of 200 mm, all loose
ends to be tied with 4 mm galvanised steel wire
16 REPAIR AND REHABILITATION OF
BRIDGES
16.1 Removal of existing cement concrete wearing coat
including its disposal complete as per Technical
specification without causing any detrimental effect
to any part of the bridge structure and removal of
dismantled material with all lifts and lead upto
1000m(Thickness 75 mm)
cum 837.04
cum 1786.11
sqm 102.51

16.2 Removal of existing asphaltic wearing coat
comprising of 50 mm thick asphaltic concrete laid
over 12 mm thick mastic asphalt including disposal
with all lift and lead upto 1000m.
16.3 Guniting concrete surface with cement mortar
applied with compressor after cleaning surface and
spraying with epoxy complete as per Technical
specification
16.4 Providing and inserting nipples with approved fixing
compound after drilling holes for grouting as per
Technical specifications including subsequent
cutting/removal and sealing of the hole as necessary
of nipples after completion of grouting with
Cement/Epoxy
143
sqm 77.48
sqm 1023.09
each 164.11
16.5 Sealing of cracks/porous concrete by injection
process through nipples/Grouting complete as per
Technical specification
.
A Cement Grout kg 77.64
B Cement mortar (1:1) Grouting
16.6 Patching of damaged concrete surface with polymer
concrete and curing compounds, initiator and
promoter, available in present formulations, to be
applied as per instructions of manufacturer and as
approved by the Engineer.
16.7 Sealing of crack / porous concrete with Epoxy Grout
by injection through nipples complete as per clause
2803.1.
16.8 Applying epoxy mortar over leached, honey combed
and spalled concrete surface and exposed steel
reinforcement complete as per Technical
specification
16.9 Removal of defective concrete, cleaning the surface
thoroughly, applying the shotcrete mixture
mechanically with compressed air under pressure,
comprising of cement, sand, coarse aggregates,
water and quick setting compound in the proportion
as per clause 2807.1., sand and coarse aggregates
conforming to IS: 383 and table 1 of IS: 9012
respectively, water cement ratio ranging from 0.35
to 0.50, density of gunite not less than 2000 kg/cum,
strength not less than 25 Mpa and workmanship
conforming to clause 2807.6.
16.10 Applying pre-packed cement based polymer mortar
of strength 45 Mpa at 28 days for replacement of
spalled concrete
kg 149.88
sqm 8807.63
kg 741.81
sqm 658.48
sqm 421.03
sqm 418.09
16.11 Eproxy bonding of new concrete to old concrete sqm 850.61

16.12 Providing external prestressing with high tensile steel
wires/strands including drilling for passage of
prestessing steel, all accessories for stressing and
stressing operation and grouting complete as per
drawing and Technical specification
16.13 Providing external prestressing with high tensile steel
wires/strands including drilling for passage of
prestessing steel, all accessories for stressing and
stressing operation and grouting complete as per
drawing and Technical specification
16.14 Providing external prestressing with high tensile steel
wires/strands including drilling for passage of
prestessing steel, all accessories for stressing and
stressing operation and grouting complete as per
drawing and Technical specification
16.15 Replacement of Expansion Joints complete as per
drawings
16.16 Replacement of damaged concrete railing.
16.17 Replacement of crash barrier.
144
tonne 452230.02
tonne 406219.92
tonne 368812.13
metre 12315.90
metre 194.56
metre 340.31
16.18 Replacement of damaged mild steel railing metre 165.41
16.19 Repair of crash barrier (Repair of concrete crash
barrier with cement concrete of M-30 grade by
cutting and trimming the damaged portion to a
regular shape, cleaning the area to be repaired
thoroughly, applying cement concrete after erection
of proper form work.)
16.20 Repair of RCC Railing (Carrying out repair of RCC
M30 railing to bring it to the original shape.)
16.21 Repair of steel Railing (Repair of steel railing to
bring it to the original shape)
metre 880.76
metre 345.36
metre 307.96

THEORETICAL CONSUMPTION OF MATERIALS
CHAPTER - 4
Description Unit Quantity
Granular Sub-Base with Close Graded Material (Table:- 400-1)
4.1
A Plant Mix Method
Construction of granular sub-base by providing close graded
Material, mixing in a mechanical mix plant at OMC, carriage of
mixed Material to work site, spreading in uniform layers with
motor grader on prepared surface and compacting with vibratory
power roller to achieve the desired density, complete as per clause
401
Close graded Granular sub-base Material as per table 400-1
For Grading-I Material
53 mm to 9.5 mm @ 50 per cent cum 0.640
9.5 mm to 2.36 mm @ 20 per cent cum 0.253
2.36 mm below @ 30 per cent cum 0.384
OR
For Grading-II Material
26.5 mm to 9.5 mm @ 35 per cent cum 0.448
9.5 mm to 2.36 mm @ 25 per cent cum 0.320
2.36 mm below @ 40 per cent cum 0.512
OR
145

For Grading-III Material
9.5 mm to 4.75 mm @ 35 per cent cum 0.448
4.75 mm to 2.36 mm @ 12.5 per cent cum 0.160
2.36 mm below @ 52.5 per cent cum 0.672
B By Mix in Place Method
Construction of granular sub-base by providing close graded
material, spreading in uniform layers with motor grader on
prepared surface, mixing by mix in place method with rotavator at
OMC, and compacting with vibratory roller to achieve the desired
density, complete as per clause 401
4.2
Close graded Granular sub-base Material as per table 400-1
For Grading-I Material
53 mm to 9.5 mm @ 50 per cent cum 0.640
9.5 mm to 2.36 mm @ 20 per cent cum 0.253
2.36 mm below @ 30 per cent cum 0.384
OR
For Grading-II Material
26.5 mm to 9.5 mm @ 35 per cent cum 0.448
9.5 mm to 2.36 mm @ 25 per cent cum 0.320
2.36 mm below @ 40 per cent cum 0.512
OR
For Grading-III Material
9.5 mm to 4.75 mm @ 35 per cent cum 0.448
4.75 mm to 2.36 mm @ 12.5 per cent cum 0.160
2.36 mm below @ 52.5 per cent cum 0.672
Granular Sub-Base with Coarse Graded Material (Table:- 400- 2)
Construction of granular sub-base by providing coarse graded
material, spreading in uniform layers with motor grader on
prepared surface, mixing by mix in place method with rotavator at
OMC, and compacting with vibratory roller to achieve the desired
density, complete as per clause 401.
For coarse graded Granular sub-base Materials per table 400-2
For grading-I Material
53 mm to 26.5 mm @ 35 per cent cum 0.448
26.5 mm to 4.75 mm @ 45 per cent cum 0.576
2.36 mm below @ 20 per cent (Coarse Sand) cum 0.256
OR
For Grading-II Material
26.5 mm to 4.75 mm @ 75 per cent cum 0.960
2.36 mm below @ 25 per cent cum 0.320
OR
For Grading-III Material
9.5 mm to 4.75 mm @ 66 per cent cum 0.850
146

2.36 mm below @ 34 per cent cum 0.430
4.3 Lime Stabilization for Improving Sub-grade
Laying and spreading available soil in the sub-grade on a prepared
surface, pulverising, mixing the spread soil in place with rotavator
with 3 per cent slaked lime having minimum content of 70 per
cent of CaO, grading with motor grader and compacting with the
road roller at OMC to the desired density to form a layer of
improved sub grade
A By Mechanical Means
Lime at site Tonne/ cum 0.053
B By Manual Means
Lime at site Tonne/ cum 0.053
4.4 Lime Treated Soil for Sub- Base
Providing, laying and spreading soil on a prepared sub grade,
pulverising, mixing the spread soil in place with rotavator with 3
per cent slaked lime with minimum content of 70 per cent of
CaO, grading with motor grader and compacting with the road
roller at OMC to achieve at least 98 per cent of the max dry
density to form a layer of sub base.
Lime at site Tonne/ cum 0.053
4.5 Cement Treated Soil Sub Base/ Base
Providing, laying and spreading soil on a prepared sub grade,
pulverising, adding the designed quantity of cement to the spread
soil, mixing in place with rotavator, grading with the motor grader
and compacting with the road roller at OMC to achieve the desired
unconfined compressive strength and to form a layer of subbase/base.
Cement at site Tonne/ cum 0.070
4.6
Cement Treated Crushed Rock or combination as per clause 403.2
and table 400.4in Sub base/ Base
Providing, laying and spreading Material on a prepared sub grade,
adding the designed quantity of cement to the spread Material,
mixing in place with rotavator, grading with the motor grader and
compacting with the road roller at OMC to achieve the desired
unconfined compressive strength and to form a layer of subbase/base.
Cement at site @ 4 per cent by weight of crushed aggregate (600
tonne) Tonne/ cum 0.080
Grading of material for sub-base course
37.5 mm to 9.5 mm @ 55 per cent cum 0.704
9.5 mm to 4.75 mm @ 20 per cent cum 0.256
4.75 mm to 75 micron @ 25 per cent cum 0.320
Grading of material for Base course
37.5 mm to 9.5 mm @ 32.5 per cent cum 0.416
9.5 mm to 4.75 mm @ 5 per cent cum 0.064
147

4.75 mm to 75 micron @ 62.5 per cent cum 0.800
4.8 Inverted Choke
Construction of inverted choke by providing, laying, spreading
and compacting screening B type/ coarse sand of specified grade
in uniform layer on a prepared surface with motor grader and
compacting with power roller etc
Screening type 'B' or coarse sand cum 1.20
4.9 Water Bound Macadam
Providing, laying, spreading and compacting stone aggregates of
specific sizes to water bound macadam specification including
spreading in uniform thickness, hand packing, rolling with 3
wheeled steel/ vibratory roller 8-10 tonnes in stages to proper
grade and camber, applying and brooming requisite type of
screening/ binding Materials to fill up the interstices of coarse
aggregate, watering and compacting to the required density.
A By Manual Means
(i) Grading-I
Aggregate
Grading-I 90 mm to 45 mm@ 1.21cum per 10 sqm for compacted
thickness of 100 mm cum 1.21
Stone Screening
Type A 13.2 mm for grading-I @ 0.27 cum per 10 sqm cum 0.27
OR
Crushable type such as Moorum or Gravel for grading-I @ 0.30
cum per 10 sqm cum 0.30
Binding material
(ii) Grading-II
Aggregate
Binding Material @ 0.08cum per 10 sqm for grading I material cum 0.08
Grading-II 63 mm to 45 mm /Grading-III 53 mm to 22.4 mm@
0.91 cum per 10 sqm for compacted thickness of 75 mm cum 1.21
Stone Screening
Type A 13.2 mm for grading-II@ 0.20 cum per 10 sqm cum 0.267
OR
Crushable type such as Moorum or Gravel for grading II &III @
0.22 cum per 10 sqm
OR
cum 0.293
Type B11.2 mm for grading-III @ 0.18 cum per 10 sqm
Binding material
cum 0.24
Binding Material @ 0.06cum per 10 sqm for grading II material cum 0.08
Cost of water KL 0.40
(iii) Grading-III
Aggregate
148

Grading-III 53 mm to 22.4 mm@ 0.91 cum per 10 sqm for
compacted thickness of 75 mm cum 1.21
Stone Screening
Type B 11.2 mm for grading-III @ 0.18 cum per 10 sqm cum 0.24
OR
Crushable type such as Moorum or Gravel for grading II &III @
0.22 cum per 10 sqm cum 0.293
Binding material
Binding Material @ 0.06cum per 10 sqm for grading II material
B By Mechanical Means:
(i) Grading-I
Aggregate
149
cum 0.08
Grading-I 90 mm to 45 mm@ 1.21cum per 10 sqm for compacted
thickness of 100 mm cum 1.21
Stone Screening
Type A 13.2 mm for grading-I @ 0.27 cum per 10 sqm cum 0.27
OR
Crushable type such as Moorum or Gravel for grading-I @ 0.30
cum per 10 sqm cum 0.30
Binding material
(ii) Grading-II
Aggregate
Binding Material @ 0.08cum per 10 sqm for grading I material
Grading-II 63 mm to 45 mm /Grading-III 53 mm to 22.4 mm@
0.91 cum per 10 sqm for compacted thickness of 75 mm
Stone Screening
Type A 13.2 mm for grading-II@ 0.12 cum per 10 sqm
OR
cum 0.08
cum 1.21
cum 0.253
Crushable type such as Moorum or Gravel for grading II &III @
0.22 cum per 10 sqm cum 0.293
OR
Type B11.2 mm for grading-III @ 0.18 cum per 10 sqm
Binding material
Binding Material @ 0.06cum per 10 sqm for grading II material
(iii) Grading-III
Aggregate
cum 0.24
cum 0.08
Grading-III 53 mm to 22.4 mm@ 0.91 cum per 10 sqm for
compacted thickness of 75 mm cum 1.21

4.11
Stone Screening
Type B11.2 mm for grading-III @ 0.18 cum per 10 sqm cum 0.24
OR
Crushable type such as Moorum or Gravel for grading II &III @
0.22 cum per 10 sqm cum 0.293
Binding material
Binding Material @ 0.06cum per 10 sqm for grading II material
150
cum 0.08
Penetration Coat Over Top Layer of Crushed Cement Concrete
Base
Spraying of bitumen over cleaned dry surface of crushed cement
concrete base at the rate of 25 kg per 10 sqm by a bitumen
pressure distributor, spreading of key aggregates at the rate of 0.13
cum per 10 sqm by a mechanical gritter and rolling the surface as
per clause 506.3.8
Crushed stone aggregate 11.2 mm size Cum/ sqm 0.013
Bitumen (60-70 grade) kg 0.033
4.12 Wet Mix Macadam
Providing, laying, spreading and compacting graded stone
aggregate to wet mix macadam specification including premixing
the Material with water at OMC in mechanical mix plant carriage
of mixed Material by tipper to site, laying in uniform layers with
paver in sub- base / base course on well prepared surface and
compacting with vibratory roller to achieve the desired density.
45 mm to 22.4 mm@ 30 per cent cum 0.396
22.4 mm to 2.36 mm @ 40 per cent cum 0.528
2.36 mm to 75 micron@ 30 per cent cum 0.396
4.16 Footpaths and Separators
Construction of footpath/separator by providing a 150 mm
compacted granular sub base as per clause 401 and 25 mm thick
cement concrete grade M15, over laid with pre-cast concrete tiles
in cement mortar 1:3 including provision of all drainage
arrangements but excluding kerb channel..
i) For Granular sub base material
53 mm to 26.5 mm @ 35 per cent Cum / sqm 0.069
26.5 mm to 4.75 mm @ 45 per cent
Cum / sqm
0.089
2.36 mm below @ 20 per cent
Cum / sqm
0.040
ii) For cement concrete grade M157.5 cum
Cum / sqm
Aggregate 12 mm crushed @ 0.9 cum of concrete
Cum / sqm
0.023
Sand @ 0.45 cum/cum of concrete
Cum / sqm
0.011
Cement
iii) For cement plaster 1:3
Tonne/sqm 0.006
Sand Cum / sqm 0.013

Cement Tonne/sqm 0.006
iv) Pre-cast cement concrete tiles
Tiles size 300 x 300 mm and 25 mm thick Each/sqm 11.00
v) RCC pipes
Pipes 200 mm dia,2.5 m long for drainage Metre/sqm 0.075
4.17 Crusher Run Macadam Base
Providing crushed stone aggregate, depositing on a prepared
surface by hauling vehicles, spreading and mixing with a motor
grader, watering and compacting with a vibratory roller to clause
410 to form a layer of sub-base/Base
A By Mix in Place Method
i) For 53 mm maximum size
63 mm to 45 mm @ 33 per cent cum 0.437
22.5 mm to 5.6 mm@ 32 per cent cum 0.420
Below 5.6 mm @ 35 per cent cum 0.463
Or
ii) For 45 mm maximum size
45 mm to 22.5 mm@ 5 per cent cum 0.067
22.4 mm to 5.6 mm@ 50 per cent cum 0.660
Below 5.6 mm@ 45 per cent cum 0.593
B By Mixing Plant :
Aggregate at site
i) For 53 mm maximum size
63 mm to 45 mm @ 33 per cent cum 0.437
22.5 mm to 5.6 mm@ 32 per cent cum 0.420
Below 5.6 mm @ 35 per cent cum 0.463
Or
ii) For 45 mm maximum size
45 mm to 22.5 mm@ 5 per cent cum 0.067
22.4 mm to 5.6 mm@ 50 per cent cum 0.660
Below 5.6 mm@ 45 per cent cum 0.593
4.19
Stone Soiling for road works Providing & laying hand packed
stone soling of specified thickness with clean hard selected stones
including hammer dressing of stone for laying as per required
level and camber including packing with broken stones obtained
from hammer dressing to fill the voids to give uniform surface as
directed by the Engineer-in-Charge all complete but excluding
carriage and consolidation using:
Stone Soling (Manual & Mechanical means) cum 0.95
4.20 Filling work
Filling by supplying filling materials from outside in road works,
in layers not exceeding 20cm in depth excluding carriage of
materials and including consolidation of each layer by ramming,
watering etc all complete.
Selected earth Cum 1.0
151

CHAPTER 5
5.1 Prime Coat
Providing and applying primer coat with bitumen emulsion on
prepared surface of granular Base including clearing of road
surface and spraying primer at the rate shown in 500-1 using
mechanical means.
i) Low Porosity
Material
Bitumen emulsion Kg /sqm 0.60
ii) Medium Porosity
Material
Bitumen emulsion Kg /sqm 1.10
iii) High Porosity
Material
Bitumen emulsion kg Kg /sqm 1.40
5.2 Tack Coat
Providing and applying tack coat with bitumen emulsion using
emulsion pressure distributor at the rate of 0.20 kg per sqm on the
prepared bituminous/granular surface cleaned with mechanical
broom.
i) Normal Bituminous Surface
Material
Bitumen emulsion
ii) Dry and Hungry Bituminous Surface
Material
Kg /sqm 0.25
Bitumen emulsion
iii) Granular Surface Treated with Primer
Material
Kg /sqm 0.30
Bitumen emulsion
iv) Granular Surface Not Treated with Primer
Material
Kg /sqm 0.35
Bitumen emulsion
v) Cement Concrete Base
Material
Kg /sqm 0.45
Bitumen emulsion Kg /sqm 0.40
5.3 Bituminous Macadam
Providing and laying bituminous macadam with 100-120 TPH hot
mix plant producing an average output of 75 tonnes per hour using
crushed aggregates of specified grading premixed with bituminous
binder, transported to site, laid over a previously prepared surface
with paver finisher to the required grade, level and alignment and
rolled as per clauses 501.6 and 501.7 to achieve the desired
compaction
i) Bitumen Tonne/cum 0.072
152

ii) Aggregate
*Grading I ( 40 mm nominal size )
37.5 - 25 mm 15 per cent cum 0.212
25 - 10 mm 45 per cent cum 0.637
10 - 5 mm 25 per cent cum 0.354
5 mm and below15 per cent cum 0.212
or
GradingII(19 mm nominal size)
25 - 10 mm 40 per cent cum 0.566
10 - 5 mm 40 per cent cum 0.566
5 mm and below 20 per cent cum 0.283
5.4 Bituminous Penetration Macadam
Construction of penetration macadam over prepared Base by
providing a layer of compacted crushed coarse aggregate using
chips spreader with alternate applications of bituminous binder
and key aggregates and rolling with a smooth wheeled steel roller
8-10 tonne capacity to achieve the desired degree of compaction
A 50 mm thick
Bitumen Kg/sqm 5.00
Crushed stone coarse aggregate passing 45 mm and retained on
2.8 mm sieve Cum/sqm 0.06
Key aggregates passing 22.4 mm and retained on 2.8 mm sieve
Cum/sqm 0.015
B 75 mm thick
Bitumen
Crushed stone coarse aggregate (loose passing 63 mm and retained
Kg/sqm 6.80
on 2.8 mm sieve Cum/sqm 0.09
Key aggregates passing 26.5 mm and retained on 2.8 mm sieve Cum/sqm 0.018
5.5 Built-up-Spray Grout
Providing, laying and rolling of built-up-spray grout layer over
prepared base consisting of a two layer composite construction of
compacted crushed coarse aggregates using motor grader for
aggregates. key stone chips spreader may be used with application
of bituminous binder after each layer, and with key aggregates
placed on top of the second layer to serve as a Base conforming to
the line, grades and cross-section specified, the compacted layer
thickness being 75 mm
Bitumen30 kg per 10 sqm Kg/sqm 1.50
Crushed stone coarse aggregate passing 53 mm and retained on
2.8 mm sieve Cum/sqm 0.05
Key aggregates passing 22.4 mm and retained on 2.8 mm sieve Cum/sqm 0.013
5.6 Dense Graded Bituminous Macadam
153

Providing and laying dense graded bituminous macadam with 100-
120 TPH batch type HMP producing an average output of 75
tonnes per hour using crushed aggregates of specified grading,
premixed with bituminous binder @ 4.0 to 4.5 per cent by weight
of total mix and filler, transporting the hot mix to work site, laying
with a hydrostatic paver finisher with sensor control to the
required grade, level and alignment, rolling with smooth wheeled,
vibratory and tandem rollers to achieve the desired compaction as
per MoRTH specification clause No. 507 complete in all respects.
Bitumen Tonne/cum 0.098
Aggregate
Grading - I40 mm (Nominal Size)
37.5 - 25 mm 22 per cent cum 0.324
25 - 10 mm 13 per cent cum 0.191
10 -4.75 mm 19 per cent cum 0.280
4.75 mm and below 44 per cent cum 0.648
Filler Tonne/cum 0.044
or
Grading - II19 mm (Nominal Size)
25 - 10 mm 30 per cent cum 0.4420
10 - 5 mm 28 per cent cum 0.4120
5 mm and below 40 per cent cum 0.5890
Filler Tonne/cum 0.0440
5.7 Semi-Dense Bituminous Concrete
Providing and laying semi dense bituminous concrete with 100-
120 TPH batch type HMP producing an average output of 75
tonnes per hour using crushed aggregates of specified grading,
premixed with bituminous binder @ 4.5 to 5 per cent of mix and
filler, transporting the hot mix to work site, laying with a
hydrostatic paver finisher with sensor control to the required
grade, level and alignment, rolling with smooth wheeled, vibratory
and tandem rollers to achieve the desired compaction as per
MoRTH specification clause No. 508 complete in all respects
* Grading I: 13 mm (Nominal Size)
i) Bitumen@ 4.5 per cent of weight of mix Tonne/cum 0.104
ii) Aggregate
13.2 - 10 mm20 per cent cum 0.294
10 - 5 mm 38 per cent cum 0.558
5 mm and below 40 per cent cum 0.588
Filler @ 2 per cent of weight of aggregates. Tonne/cum 0.044
or
Grading II: 10 mm (Nominal Size)
Bitumen@5 per cent of weight of mix Tonne/cum 0.1150
Aggregate
9.5 - 4.75 mm@ 57 per cent cum 0.833
4.75 and below@ 41 per cent cum 0.599
Filler @ 2 per cent of weight of aggregates. Tonne/cum 0.044
154

Using Modified Bitumen
Unit = cum
Material
* Grading I: 13 mm (Nominal Size)
i) Bitumen@ 4.5 per cent of weight of mix Tonne/cum 0.104
ii) Aggregate
13.2 - 10 mm20 per cent cum 0.294
10 - 5 mm 38 per cent cum 0.558
5 mm and below 40 per cent cum 0.588
Filler @ 2 per cent of weight of aggregates. Tonne/cum 0.044
or
Grading II: 10 mm (Nominal Size)
i) Bitumen@5 per cent of weight of mix Tonne/cum 0.115
ii) Aggregate
9.5 - 4.75 mm@ 57 per cent cum 0.833
4.75 and below@ 41 per cent cum 0.599
Filler @ 2 per cent of weight of aggregates. Tonne/cum 0.044
5.8 Bituminous Concrete
Providing and laying bituminous concrete with 100-120 TPH
batch type hot mix plant producing an average output of 75 tonnes
per hour using crushed aggregates of specified grading, premixed
with bituminous binder @ 5.4 to 5.6 per cent of mix and filler,
transporting the hot mix to work site, laying with a hydrostatic
paver finisher with sensor control to the required grade, level and
alignment, rolling with smooth wheeled, vibratory and tandem
rollers to achieve the desired compaction as per MORTH
specification clause No. 509 complete in all respects
i) Bitumen@ 5 per cent of weight of mix Tonne/cum 0.1180
ii) Aggregate
Total weight of mix = 450 tonnes
Weight of bitumen = 22.5 tonnes
Weight of aggregate = 450 -22.50 = 427.50 tonnes
Taking density of aggregate = 1.5 ton/cum
Volume of aggregate = 285 cum
* Grading - I-19 mm (Nominal Size)
20 - 10 mm 35 per cent cum 0.522
10 - 5 mm 23 per cent cum 0.343
5 mm and below 40 per cent cum 0.597
Filler @ 2 per cent of weight of aggregates. Tonne/cum 0.045
or
Grading - II-13 mm (Nominal Size)
13.2 - 10 mm30 per cent cum 0.448
10 - 5 mm 25 per cent cum 0.373
5 mm and below43 per cent cum 0.642
Filler @ 2 per cent of weight of aggregates. Tonne/cum 0.045
Using Modified Bitumen
155

i) Bitumen@ 5 per cent of weight of mix Tonne/cum 0.118
ii) Aggregate
Volume of aggregate = 285 cum
* Grading - I-19 mm (Nominal Size)
20 - 10 mm 35 per cent cum 0.522
10 - 5 mm 23 per cent cum 0.343
5 mm and below 40 per cent cum 0.597
Filler @ 2 per cent of weight of aggregates. Tonne/cum 0.045
or
Grading - II-13 mm (Nominal Size)
13.2 - 10 mm30 per cent cum 0.448
10 - 5 mm 25 per cent cum 0.373
5 mm and below43 per cent cum 0.642
Filler @ 2 per cent of weight of aggregates. Tonne/cum 0.045
5.9 Surface Dressing
Providing and laying surface dressing as wearing course in single
coat using crushed stone aggregates of specified size on a layer of
bituminous binder laid on prepared surface and rolling with 8-10
tonne smooth wheeled steel roller
Case -1 :-19 mm nominal chipping size
Material
Bitumen Kg/sqm 1.20
Crushed stone chipping,19 mm nominal size Cum/sqm 0.015
Case - II 13 mm nominal size chipping
Material
Bitumen Kg/sqm 1.00
Crushed stone chipping,13 mm nominal size Cum/sqm 0.01
5.10 Open - Graded Premix Surfacing
Providing, laying and rolling of open - graded premix surfacing of
20 mm thickness composed of 13.2 mm to 5.6 mm aggregates
either using penetration grade bitumen or cut-back or emulsion to
required line, grade and level to serve as wearing course on a
previously prepared base, including mixing in a suitable plant,
laying and rolling with a smooth wheeled roller 8-10 tonne
capacity, finished to required level and grades.
Case - I: Mechanical method using Penetration grade Bitumen and
(i) HMP of appropriate capacity not less than 75 tonnes/hour .
Bitumen Kg/sqm 1.46
Crushed stone chipping,13.2 mm to 5.6 mm
Case - II: Open-Graded Premix Surfacing using cationic Bitumen
Cum/sqm 0.027
(ii) Emulsion
Cationic Bitumen Emulsion Kg/sqm 2.150
Crushed stone aggregates 13.2 mm to 5.6 mm
Case - III: Mechanical method using Modified Bitumen and HMP
Cum /sqm 0.027
(i) of appropriate capacity not less than 75 tonnes/hour .
Bitumen Kg/sqm 1.460
Crushed stone chipping,13.2 mm to 5.6 mm Cum/sqm 0.027
156

5.11 Close Graded Premix Surfacing/Mixed Seal Surfacing
Mechanical means using HMP of appropriate capacity not less
Case I than 75 tonnes /hour.
Providing, laying and rolling of close-graded premix surfacing
material of 20 mm thickness composed of 11.2 mm to 0.09 mm
(Type-a) or 13.2 mm to 0.09 mm (Type-b) aggregates using
penetration grade bitumen to the required line, grade and level to
serve as wearing course on a previously prepared base, including
mixing in a suitable plant, laying and rolling with a Smooth
wheeled roller 8-10 tonne capacity, and finishing to required level
and grade.
Type - A
* Bitumen Kg/sqm 2.20
Stone crushed aggregates 11.2 mm to 0.09
or
Type - B
Cum/sqm 0.027
Bitumen Kg/sqm 1.90
Stone crushed aggregates 13.2 mm to 0.09 mm
Using Modified Bitumen
Type - A
Cum/sqm 0.027
* Bitumen Kg/sqm 2.20
Stone crushed aggregates 11.2 mm to 0.09
or
Type - B
Cum/sqm 0.027
Bitumen Tonne/sqm 1.90
Stone crushed aggregates 13.2 mm to 0.09 mm Cum/sqm 0.027
5.12 Seal Coat
Providing and laying seal coat sealing the voids in a bituminous
surface laid to the specified levels, grade and cross fall using Type
A and B seal coats
(i) Case - I : Type A
Bitumen Kg/sqm 0.98
Crushed stone chipping of 6.7 mm size defined as 100 per cent
passing 11.2 mm sieve and retained on 2.36 mm sieve applied Cum/sqm 0.009
(ii) Case - II : Type B
Providing and laying of premix sand seal coat with HMP of
appropriate capacity not less than 75 tonnes/ hours using crushed
stone chipping 6.7 mm size and penetration bitumen of suitable
grade.
Bitumen Kg/sqm 0.680
Crushed stone chipping of 6.7 mm size defined as passing 11.2
mm sieve and retained on 2.36 mm sieve applied Cum/sqm 0.006
Using Modified Bitumen
(i) Case - I : Type A
Bitumen Kg/sqm 0.980
Crushed stone chipping of 6.7 mm size defined as 100 per cent
passing 11.2 mm sieve and retained on 2.36 mm sieve applied Cum/sqm 0.009
157

(ii) Case - II : Type B
Providing and laying of premix sand seal coat with HMP of
appropriate capacity not less than 75 tonnes/ hours using crushed
stone chipping 6.7 mm size and penetration bitumen of suitable
grade.
Bitumen Kg/sqm 0.680
Crushed stone chipping of 6.7 mm size defined as passing 11.2
mm sieve and retained on 2.36 mm sieve applied Cum/sqm 0.006
5.14 Mastic Asphalt
Providing and laying 25 mm thick mastic asphalt wearing course
with paving grade bitumen meeting the requirements given in
table 500-29, prepared by using mastic cooker and laid to required
level and slope after cleaning the surface, including providing
antiskid surface with bitumen precoated finegrained hard stone
chipping of 13.2 mm nominal size at the rate of 0.005cum per 10
sqm and at an approximate spacing of 10 cm center to center in
both directions, pressed into surface when the temperature of
surfaces is not less than 1000C, protruding 1 mm to 4 mm over
mastic surface, all complete as per clause 515.
I) Bitumen 85/25 or 30/40 Tonne/sqm 0.006
ii) Fine aggregate passing 2.36mm and retained on 0.075mm sieve
iii) Lime stone dust filler with calcium content not less than 80 per
Cum/sqm 0.011
cent by weigh Tonne/sqm 0.010
iv) Coarse aggregates 6.3 mm to 13.2 mm
v) Pre-coated stone chips of 13.2 mm nominal size for skid
Cum/sqm 0.016
resistance Cum/sqm 0.001
vi) Bitumen for coating of chips Kg/sqm 0.014
5.15 Slurry Seal
Providing and laying slurry seal consisting of a mixture of fine
aggregates, Portland cement filler, bituminous emulsion and water
on a road surface including cleaning of surface, mixing of slurry
seal in a suitable mobile plant, laying and compacting to provide
even riding surface
(i) 5 mm thickness
Unit = sqm
Material
Residual Binde kg 1.210
Fine aggregate 4.75 mm and below 87 per cent of total mix cum 0.006
Filler kg 0.220
(ii) 3 mm thickness
Unit = sqm
Material
Residual Binder kg 0.858
Fine aggregate 3 mm and below cum 0.004
Filler kg 0.132
(iii) 1.5 mm thickness
158

5.16
Unit = sqm
Material
Residual Binder kg 0.528
Fine aggregate 2.36 mm and below cum 0.002
Filler kg 0.066
Recycling of Bituminous Pavement with Central Recycling Plant
Recycling pavement by cold milling of existing bituminous layers,
planning the surface after cold milling, reclaiming excavated
material to the extent of 30 per cent of the required quantity,
hauling and stock piling the reclaimed material near the central
recycling plant after carrying out necessary checks and evaluation,
adding fresh material including rejuvenators as required, mixing in
a hot mix plant, transporting and laying at site and compacting to
the required grade, level and thickness, all as specified in clause
517.
i) Bitumen
Bitumen required for reclaimed mix Tonne/cum 0.017
Bitumen required for fresh mix Tonne/cum 0.064
ii) Aggregates
37.5 - 25 mm @ 23 per cent cum 0.237
25 - 10 mm @ 15 per cent cum 0.155
10- 5 mm @ 20 per cent cum 0.206
Below 5 mm @40 per cent cum 0.412
Filler (cement) @ 2 per cent = 5.52tonnes of 276 tonne Tonne/cum 0.046
5.17 Fog Spray
Providing and applying low viscosity bitumen emulsion for
sealing cracks less than 3 mm wide or incipient fretting or
disintegration in an existing bituminous surfacing.
Bitumen emulsion @ 0.75 kg per sqm Kg/sqm 0.750
In case it is decided by the engineer to blind the fog spray, the
following may be added
Crushed stone grit 3 mm size Kg/sqm 3.750
Bitumen emulsion for precoating grit Kg/sqm 0.075
5.18 Bituminous Cold Mix ( Including Gravel Emulsion)
Providing, laying and rolling of bituminous cold mix on prepared
base consisting of a mixture of unheated mineral aggregate and
emulsified or cutback bitumen, including mixing in a plant of
suitable type and capacity, transporting, laying, compacting and
finishing to specified grades and levels.
(i)
Using bitumen emulsion and 9.5 mm or 13.2 mm size aggregate
Material
Bitumen emulsion Tonne/cum 0.176
Filler (lime) Tonne/cum 0.044
Aggregates size 19 to 9.5 mm cum 0.366
159

(ii)
(iii)
(iv)
Aggregates size 9.5 to 6 mm cum 0.424
Aggregates size 6 to 0.075 mm
Using bitumen emulsion and 19 mm or 26.5 mm nominal size
aggregate
cum 0.527
Material
Bitumen emulsion Tonne/cum 0.176
Filler (lime) Tonne/cum 0.044
Aggregates size 37.5 to 19 mm cum 0.366
Aggregates size 19 to 6 mm cum 0.439
Aggregates size 6 to 0.075 mm
Using cutback bitumen and 9.5 mm or 13.2 mm nominal size
aggregate
cum 0.512
Material
Cutback bitumen Tonne/cum 0.110
Filler (lime) tonne 0.044
Aggregates size 19 to 9.5 mm cum 0.380
Aggregates size 9.5 to 6 mm cum 0.454
Aggregates size 6 to 0.075 mm
Using cutback bitumen and 19 mm or 26.5 mm nominal size
aggregate
cum 0.527
Cutback bitumen on tonne 0.110
Filler (lime) tonne 0.044
Aggregates size 37.5 to 19 mm cum 0.366
Aggregates size 19 to 6 mm cum 0.439
Aggregates size 6 to 0.075 mm cum 0.556
5.19 Sand Asphalt Base Course
Providing, laying and rolling sand-asphalt base course composed
of sand, mineral filler and bituminous binder on a prepared subgrade
or sub-base to the lines, levels, grades and cross sections as
per the drawings including mixing in a plant of suitable type and
capacity, transporting, laying, compacting and finishing.
Bitumen Tonne/cum 0.110
Filler (lime) Tonne/cum 0.044
Sand of size 4.75 to 0.075 mm cum 1.408
5.20 Crack Prevention Courses
(i) Stress absorbing membrane (SAM) crack width less than 6 mm
Providing and laying of a stress absorbing membrane over a
cracked road surface, with crack width below 6 mm after cleaning
with a mechanical broom, using modified binder complying with
clause 521, sprayed at the rate of 9 kg per 10 sqm and spreading
5.6 mm crushed stone aggregates @ 0.11 cum per 10 sqm with
hydraulic chip spreader, sweeping the surface for uniform spread
of aggregates and surface finished to conform to clause 902.
Modified binder Kg/sqm 0.90
Crushed stone aggregates 5.6 mm size Cum/sqm 0.01
160

(ii)
Stress absorbing membrane (SAM) with crack width 6 mm to 9
mm
Providing and laying of a stress absorbing membrane over a
cracked road surface, with crack width 6 to 9 mm after cleaning
with a mechanical broom, using modified binder complying with
clause 521, sprayed at the rate of 11 kg per 10 sqm and spreading
11.2 mm crushed stone aggregates @ 0.12 cum per 10 sqm,
sweeping the surface for uniform spread of aggregates and surface
finished to conform to clause 902.
Modified binder Kg/sqm 1.10
Crushed stone chipping 11.2 mm size
Stress absorbing membrane (SAM) crack width above 9 mm and
Cum/sqm 0.01
(iii) cracked area above 50 per cent
Providing and laying a single coat of a stress absorbing membrane
over a cracked road surface, with crack width above 9 mm and
cracked area above 50 per cent after cleaning with a mechanical
broom, using modified binder complying with clause 521, sprayed
at the rate of 15 kg per 10 sqm and spreading 11.2 mm crushed
stone aggregates @ 0.12 cum per 10 sqm, sweeping the surface for
uniform spread of aggregates and surface finished to conform to
clause 902.
Modified binder Kg/sqm 1.50
Crushed stone aggregates 11.2 mm size Cum/sqm 0.012
(iv) Case - IV : Bitumen impregnated geotextile
Providing and laying a bitumen impregnated geotextile layer after
cleaning the road surface, geotextile conforming to requirements
of clause 703.3, laid over a tack coat with 1.05 kg per sqm of
paving grade bitumen 80 - 100 penetration and constructed to the
requirement of clause 703.4.5
Paving grade bitumen of 80 - 100 penetration @ 1.05 kg per sqm
Kg/sqm 1.0510
Geotextile including 10 per cent for overlaps sqm 1.1000
5.21 Recipe Cold Mix
Providing and laying of premix of crushed stone aggregates and
emulsion binder, mixed in a batch type cold mixing plant, laid
over prepared surface, by paver finisher, rolled with a pneumatic
tyred roller initially and finished with a smooth steel wheel roller,
all as per clause 519.3
(i) 75 mm thickness
Bitumen emulsion @ 45 litres per tonne Tonne/cum 0.099
Crushed stone aggregates 40 mm nominal size cum 1.449
(ii) 40 mm thickness
Bitumen emulsion @ 70 litres per tonne Tonne/cum 0.154
Crushed stone aggregates 14 mm nominal size cum 1.400
(iii) 25 mm thickness
Bitumen emulsion @ 85 litres per tonne Tonne/cum 0.187
Crushed stone aggregates 6 mm nominal size
161
cum 1.317

CHAPER - 6
6.1 Dry Lean Cement Concrete Sub- base
Construction of dry lean cement concrete Sub- base over a
prepared sub-grade with coarse and fine aggregate conforming to
IS: 383, the size of coarse aggregate not exceeding 25 mm,
aggregate cement ratio not to exceed 15:1, aggregate gradation
after blending to be as per table 600-1, cement content not to be
less than 150 kg/ cum, optimum moisture content to be determined
during trial length construction, concrete strength not to be less
than 10 Mpa at 7 days, mixed in a batching plant, transported to
site, laid with a paver with electronic sensor, compacting with 8-
10 tonnes vibratory roller, finishing and curing.
Crushed stone coarse aggregate of 25 mm and 12.5 mm nominal
sizes graded as per table 600-1 @ 0.90 cum/cum of concrete
conforming to clause 602.2.4. cum 0.90
Coarse Sand as per IS: 383 @ 0.45 cum/cum of concrete cum 0.45
Cement @ 150 kg/cum of concrete Tonne/cum 0.15
6.2 Cement Concrete Pavement
Construction of un-reinforced, dowel jointed, plain cement
concrete pavement over a prepared sub base with 43 grade cement
@ 400 kg per cum, coarse and fine aggregate conforming to IS
383, maximum size of coarse aggregate not exceeding 25 mm,
mixed in a batching and mixing plant as per approved mix design,
transported to site, laid with a fixed form or slip form paver,
spread, compacted and finished in a continuous operation
including provision of contraction, expansion, construction and
longitudinal joints, joint filler, separation membrane, sealant
primer, joint sealant, debonding strip, dowel bar, tie rod,
admixtures as approved, curing compound, finishing to lines and
grades as per drawing
Crushed stone coarse aggregates of 25mm and 12.5mm nominal
size @ 0.90 cum/cum of concrete conforming to clause 602.2.4. .
Sand as per IS: 383 and conforming to clause 602.2.4 @ 0.45
cum 0.90
cum/cum of concrete cum 0.45
Cement 43 grade @ 400 kg/cum of concrete Tonne/cum 0.39
32 mm mild steel dowel bars of grade S 240 Tonne/cum 0.01
16 mm deformed steel tie bars of grade S 415
Separation Membrane of impermeable plastic sheeting 125 micron
Tonne/cum
thick Sqm/cum 3.50
Pre-moulded Joint filler, 25 mm thick for expansion joint.
Sqm/cum 0.02
Joint sealant Kg/cum 0.83
Sealant primer Kg/cum 0.11
Plastic sheath,1.25 mm thick for dowel bars Sqm/cum 0.04
Curing compound
Super plastisizer admixture IS marked as per 9103-1999 @ 0.5 per
Liter/cum 1.76
cent by weight of cement Kg/cum 1.97
162

6.3 Rolled Cement Concrete Base
Construction of rolled cement concrete base course with coarse
and fine aggregate conforming to IS:383, the size of coarse
aggregate not exceeding 25 mm with minimum, aggregate cement
ratio15:1 and minimum cement content of 200 kg/cum, aggregate
gradation to be as per table 600-4 after blending, mixing in
batching plant at optimum moisture content, transporting to site,
laying with a paver with electronic sensor, compacting with 8-10
tonnes smooth wheeled vibratory roller to achieve, the designed
flexural strength, finishing and curing.
Crushed stone coarse aggregates of 25mm and 12.5mm nominal
size @ 0.90 cum/cum of concrete conforming to clause 602.2.3.
Sand as per IS: 383 and conforming to clause 602.2.3 @ 0.45
cum 0.90
cum/cum of concrete cum 0.45
Cement @ 200 kg/cum of concrete Tonne/cum 0.20
CHAPTER-7
7.1 Sub-Surface Drain with Geotextiles
Construction of sub surface drain 200 mm dia using geotextiles
treated with carbon black with physical properties as given in
clause 702.2.3 formed in to a stable network and a planar
geocomposite structure, joints wrapped with geotextile to prevent
ingress of soil, all as per clause 702 and approved drawings
including excavation and backfilling
Geonets, geomembrane and geotextile to make planar
geocomposite stable network for sub surface drain including
wrapping of joints with 160 mm over lapping with geotextile .
Geonets Sqm / Rm 1.00
Geomembrane Sqm / Rm 1.00
Geotextile Sqm / Rm 2.00
7.2 Narrow Filter Sub-Surface Drain
7.3
Construction of a narrow filter sub- surface drain consisting of
porous or perforated pipe laid in narrow trench surrounded by a
geotextile filter fabric, with a minimum of 450 mm overlap of
fabric and installed as per clause 702.3 and 309.3.5 including
excavation and backfilling
Perforated geosynthetic pipe 150 mm dia metre 1.00
Geotextile filter fabric
Laying Paving Fabric Beneath a Pavement Overlay
163
Sqm /Rm 1.25

Providing and laying paving fabric with physical requirements as
per table 704-2 over a tack coat of paving grade Bitumen 80-100
penetration, laid at the rate of 1 kg per sqm over thoroughly
cleaned and repaired surface to provide a water resistant
membrane and crack retarding layer. Paving fabric to be free of
wrinkling and folding and to be laid before cooling of tack coat,
brooming and rolling of surface with pneumatic roller to maximise
paving fabric contact with pavement surface
Paving Fabric
Paving Bitumen 80-100
164
sqm 1.05
Tonne/sqm 0.001
7.4 Laying Boulder Apron in Crates of Synthetic Geogrids
Providing, preparing and laying of geogrid crated apron 1 m x 5
m, 600 mm thick including excavation and backfilling with baffles
at 1 metre interval, made with geogrids having characteristics as
per clause 704.2, joining sides with connectors/ring staples, top
corners to be tie tensioned, placing of suitable cross interval ties in
layers of 300 mm connecting opposite side with lateral braces and
tied with polymer braids to avoid bulging, constructed as per
clause 704.3. filled with stone with minimum size of 200 mm and
specific gravity not less than 2.65, packed with stone spalls, keyed
to the foundation recess in case of sloping ground and laid over a
layer of geotextile to prevent migration of fines, all as per clause
704 and laid as per clause 2503.3 and approved design.
Geo grids Sqm/cum 7.00
Connectors/ Staples Each/cum 16.67
Polymer braids Metre/cum 6.67
Stones with minimum size of 200 mm cum 0.978
Stones spall for filling voids
With reinforcing element of steel / Aluminum strips / polymeric
cum 0.15
A strips.
@ Reinforcement strips 60 mm wide 5 mm thick as per clause
3102.
1.Galvanised carbon steel strips metre 1.10
or
2.Copper Strips metre 1.10
or
3.Aluminium Strips metre 1.10
or
4.Stainless steel strips metre 1.10
or
5.Glass reinforced polymer/fibre reinforced polymer/polymeric
strips metre 1.10
B With reinforcing elements of synthetic geogrids
Synthetic Geogrids as per clause 3102.8 and approved design and
specifications. sqm 1.00

CHAPTER - 9
9.1 PCC 1:3:6 in Foundation
Plain cement concrete 1:3:6 mix with crushed stone aggregate 40
mm nominal size mechanically mixed, placed in foundation and
compacted by vibration including curing for 14 days.
40mm Aggregate at site cum 0.92
Sand at site cum 0.46
Cement at site
Cost of water
165
Tonne/cum 0.22
KL /cum 1.20
9.2
Laying Reinforced Cement Concrete Pipe NP4 / Prestressed
Concrete Pipe on First Class Bedding in Single Row .
Laying Reinforced cement concrete pipe NP4/prestressed concrete
pipe for culverts on first class bedding of granular material in
single row including fixing collar with cement mortar 1:2 but
excluding excavation, protection works, backfilling, concrete and
masonry works in head walls and parapets .
A 1000 mm dia
Sand at site Cum/Rm 0.01
Cement at site Tonne/Rm 0.004
RCC pipe NP-4 /prestressed concrete pipe including collar at site
metre 1.00
Granular material passing 5.6 mm sieve for bedding Cum/Rm 0.36
B 1200 mm dia
Material
Sand at site Cum/Rm 0.01
Cement at site Tonne/Rm 0.01
RCC pipe NP-4/prestressed concrete pipe including collar at site
Granular material passing 5-6 mm sieve for class bedding
metre 1.00
Cum/Rm 0.40
9.3
Laying Reinforced Cement Concrete Pipe NP4 / Prestressed
Concrete Pipe on First Class Bedding in Double Row .
Laying Reinforced cement concrete pipe NP4 / prestressed
concrete pipe for culverts on first class bedding of granular
material in double row including fixing collar with cement mortar
1:2 but excluding excavation, protection works, backfilling,
concrete and masonry works in head walls and parapets .
A 1000 mm dia
Sand at site Cum/Rm 0.01
Cement at site Tonne/Rm 0.01
RCC pipe NP-4/prestressed concrete pipe including collar at site
Granular material passing 5.6 mm sieve for bedding
metre 2.00
Cum/Rm 1.00

B
9.4
1200 mm dia
Sand at site
Cum/Rm 0.01
Cement at site Tonne/Rm 0.01
RCC pipe NP-4 /prestressed concrete pipe including collar at site
166
metre 2.00
Granular material passing 5-6 mm sieve for class bedding Cum/Rm 1.10
Laying Reinforced Cement Concrete Pipe NP3 / Prestressed
Concrete Pipe on First Class Bedding in Single Row .
Laying Reinforced cement concrete pipe NP4/prestressed concrete
pipe for culverts on first class bedding of granular material in
single row including fixing collar with cement mortar 1:2 but
excluding excavation, protection works, backfilling, concrete and
masonry works in head walls and parapets .
A 1000 mm dia
Material
Sand at site Cum/Rm 0.0056
Cement at site Tonne/Rm 0.004
RCC pipe NP-4 /prestressed concrete pipe including collar at site metre 1.00
Granular material passing 5.6 mm sieve for bedding Cum/Rm 0.36
B 1200 mm dia
Sand at site Cum/Rm 0.072
Cement at site Tonne/Rm 0.0056
10.4
RCC pipe NP-4/prestressed concrete pipe including collar at site metre 1.00
Granular material passing 5-6 mm sieve for class bedding Cum/Rm 0.40
CHAPTER 10
Filling Pot-holes and Patch Repairs with open-Graded Premix
surfacing, 20mm.
Removal of all failed material, trimming of completed excavation
to provide firm vertical faces, cleaning of surface, painting of tack
coat on the sides and base of excavation as per clause 503, back
filling the pot holes with hot bituminous material as per clause
511, compacting, trimming and finishing the surface to form a
smooth continuous surface, all as per clause 3004.2
Crushed stone aggregates nominal size 13.2mm Cum/sqm 0.0180
Crushed stone aggregates nominal size 11.2mm Cum/sqm 0.0090
Bitumen 80/100 Tonne/sqm 0.0015
Bitumen emulsion for tack coat including vertical sides of pot
hole. Tonne/sqm 0.0002

10.5
Filling Pot-holes and Patch Repairs with Bituminous concrete,
40mm.
Removal of all failed material, trimming of completed excavation
to provide firm vertical faces, cleaning of surface, painting of tack
coat on the sides and base of excavation as per clause 503, back
filling the pot holes with hot bituminous material as per clause
504, compacting, trimming and finishing the surface to form a
smooth continuous surface, all as per clause 3004.2
I) Bitumen Tonne/sqm 0.0046
ii) Bitumen emulsion for tack coat . Tonne/sqm 0.0002
iii) Aggregates
Grading I - 19mm(Nominal size)
20-10mm 35 per cent Cum/sqm 0.0204
10-5 mm 23 per cent Cum/sqm 0.0134
5mm and below40 per cent Cum/sqm 0.0233
or
Grading-II 13mm (Nominal size)
13.2-10 mm 30 per cent Cum/sqm 0.0174
10-5 mm 25 per cent Cum/sqm 0.0145
5 mm and Below43 per cent Cum/sqm 0.0250
Filler 2 per cent Tonne/sqm 0.0018
10.6 Crack Filling
10.7 Dusting
Filling of crack using slow - curing bitumen emulsion and
applying crusher dust in case crack are wider than 3mm.
Slow-curing bitumen emulsion Kg/Rm 0.0660
Stone crusher dust Cum/Rm 0.00004
Applying crusher dust to areas of road where bleeding of excess
bitumen has occurred.
Stone crusher dust finer than 3mm with not more than 10 per cent
passing 0.075 sieve. Cum/sqm 0.002
10.9 Repair of Joint Grooves with Epoxy Mortar
Repair of spalled joint grooves of contraction joints, longitudinal
joints and expansion joints in concrete pavements using epoxy
mortar or epoxy concrete
Epoxy primer Kg/Rm 0.25
Epoxy compound with accessories for preparing epoxy mortar
10.10 Repair of old Joints Sealant
Removal of existing sealant and re sealing of contraction,
longitudinal or expansion joints in concrete pavement with fresh
sealant material
167
Kg/Rm 1.00

Primer Kg/Rm 0.025
Sealant Kg/Rm 0.100
10.13 Landslide Clearance in Hard Rock Requiring Blasting
10.16
Clearing of land slide in hard rock requiring blasting for 50 per
cent of the boulders and disposal of the same on the valley side.
Gelatine 80 per cent @ 35 kg per 100 cum Kg/cum 0.25
Electric Detonators @ 1 Detonator for 2 Gelatine sticks of 125
gms each Each/cum 0.70
Providing and constructing temporary restoration work with form
of a palasiding with empty bags filled with approved quality
earth/sand/moorum/gravel etc. including stitching the bags with
jute string and placing the filled up bags in popuslope to withstand
the road structure temporarily from sliding down.
Assuming span length 30 m, width of road 10m and depth of 3m
Earth cum 1.60
Sand bags Each/cum 8.00
Wooden ballies 8" Dia and 9 m long Each/cum 0.13
Wooden ballies 2" Dia for bracing Metre/cum 0.25
14.1
CHAPTER 14
Furnishing and Placing Reinforced/ Prestressed cement concrete in
super-structure as per drawing and Technical Specification
A RCC Grade M20
Case I Using Concrete Mixer
Cement Tonne/cum 0.34
Coarse sand cum 0.45
20 mm Aggregate cum 0.54
10 mm Aggregate cum 0.36
Case II
Using Batching Plant, Transit Mixer and Concrete Pump
Cement Tonne/cum 0.34
Coarse sand cum 0.45
20 mm Aggregate cum 0.54
10 mm Aggregate cum 0.36
B RCC Grade M25
Case I Using Concrete Mixer
Cement Tonne/cum 0.40
Coarse sand cum 0.45
20 mm Aggregate cum 0.54
10 mm Aggregate cum 0.36
Case II
Using Batching Plant, Transit Mixer and Concrete Pump
Cement Tonne/cum 0.40
Coarse sand cum 0.45
168

20 mm Aggregate cum 0.54
10 mm Aggregate cum 0.36
C RCC Grade M 30
Case I Using Concrete Mixer
Cement Tonne/cum 0.41
Coarse sand cum 0.45
20 mm Aggregate cum 0.54
10 mm Aggregate cum 0.36
Case II
Using Batching Plant, Transit Mixer and Concrete Pump.
Cement Tonne/cum 0.41
Coarse sand cum 0.46
20 mm Aggregate cum 0.54
10 mm Aggregate cum 0.36
D RCC/PSC Grade M35
Case I Using Concrete Mixer.
Cement Tonne/cum 0.42
Coarse sand cum 0.45
20 mm Aggregate cum 0.54
10 mm Aggregate cum 0.36
Case II
Using Batching Plant, Transit Mixer and Concrete Pump
Cement Tonne/cum 0.42
Coarse sand cum 0.45
20 mm Aggregate cum 0.54
10 mm Aggregate cum 0.36
E PSC Grade M-40
Case 1 Using concrete mixer.
Cement Tonne/cum 0.43
Coarse sand cum 0.45
20 mm Aggregate cum 0.54
10 mm Aggregate cum 0.36
Admixture @ 0.4 per cent of cement Kg/cum 1.72
Case II
Using Batching Plant, Transit Mixer and Concrete Pump
Cement Tonne/cum 0.43
Coarse sand cum 0.45
20 mm Aggregate cum 0.54
10 mm Aggregate cum 0.36
Admixture @ 0.4 per cent of cement Kg/cum 1.72
F PSC Grade M-45
Cement Tonne/cum 0.47
Coarse sand cum 0.45
20 mm Aggregate cum 0.54
10 mm Aggregate cum 0.36
169

Admixture @ 0.4 per cent of cement Kg/cum 1.86
G PSC Grade M-50
Cement Tonne/cum 0.49
Coarse sand cum 0.45
20 mm Aggregate cum 0.54
10 mm Aggregate cum 0.36
Admixture @ 0.4 per cent of cement Kg/cum 1.96
H PSC Grade M- 55
Cement Tonne/cum 0.53
Coarse sand cum 0.45
20 mm Aggregate cum 0.54
10 mm Aggregate cum 0.36
Admixture @ 0.4 per cent of cement Kg/cum 2.12
14.2
14.3
14.4
Supplying, fitting and placing HYSD bar reinforcement in superstructure
complete as per drawing and technical specifications
HYSD bars including 5 per cent for laps and wastage
Tonne/cum 1.05
Binding wire Kg 8.00
High tensile steel wires/strands including all accessories for
stressing, stressing operations and grouting complete as per
drawing and Technical Specifications
H.T. Strand @ 9.42 kg/m including 2 per cent for wastage and
extra length for jacking
Sheathing duct ID 66 mm along with 5 per cent extra length 40 x
Tonne/cum 1.03
1.05 = 42 m.
Tube anchorage set complete with bearing plate, permanent
Metre/cum 111.41
wedges etc
Cement for grouting including 3 per cent wastage @ 3.00 kg/m =
Each/cum 5.31
3 x 1.03 x 40 = 123.60 kg (say, = 125 kg) Tonne/cum 0.33
Providing and laying Cement concrete wearing coat M-30 grade
including reinforcement complete as per drawing and Technical
Specifications
Cement concrete M30 Grade Refer relevant item of concrete in
Item 14.1 excluding formwork
HYSD bar reinforcement Rate as per item No 14.2(Excluding OH
cum 1.00
& CP) Tonne/cum 0.075
14.5 Mastic Asphalt
Providing and laying 12 mm thick mastic asphalt wearing course
on top of deck slab excluding prime coat with paving grade
bitumen meeting the requirements given in table 500-29, prepared
by using mastic cooker and laid to required level and slope after
cleaning the surface, including providing antiskid surface with
bitumen precoated fine grained hard stone chipping of 9.5 mm
nominal size at the rate of 0.005cum per 10 sqm and at an
approximate spacing of 10 cm center to center in both directions,
170

pressed into surface when the temperature of surfaces not less than
100 deg. C, protruding 1 mm to 4 mm over mastic surface, all
complete as per clause 515.
i) Bitumen 80/100 or 60/70 or 30/40 @ 10.2 per cent by weight of
mix. 2 x 10.2/100 = 0.204 Tonne/sqm 0.003
ii) Crusher stone dust @ 31.9 per cent by weight of mix = 2 x
31.9/100 = 0.638 tonnes = 0.638/1.625 = 0.39
171
Cum/sqm 0.0100
iii) Lime stone dust filler with calcium carbonate content not less
than 80 per cent by weight @ 17.92 per cent by weight of mix =
2 x 17.92/100 = 0.36
iv) Coarse aggregates 9.5 mm to 3.35 mm size @ 40 per cent by
Tonne/sqm 0.0100
weight of mix = 2 x 40/100 = 0.8 MT = 0.8/1.456 = 0.55
v) Pre-coated stone chips of 9.5 mm nominal size for skid
Cum/sqm 0.0100
resistance = 72.46x0.005/10 = 0.036 Cum/sqm 0.0010
vi) Bitumen for coating of chips @ 2 per cent by weight = 0.036 x
1.456 x 2/100 = 0.001048MT = 1.05kg Kg/sqm 0.01
15.1
CHAPTER 15
Providing and laying boulders apron on river bed for protection
against scour with stone boulders weighing not less than 40 kg
each complete as per drawing and Technical specification.
A Boulder Laid Dry Without Wire Crates.
Stone cum 0.85
Stone Spalls cum 0.20
15.2 Boulder Apron Laid in Wire Crates
Providing and laying of boulder apron laid in wire crates made
with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm
x 100mm mesh (weaved diagonally) including 10 per cent extra
for laps and joints laid with stone boulders weighing not less than
40 kg each.
4mm GI wire crates woven in mesh size of 100 mm x 100 mm.
Sqm/cum 3.91
Stone cum 0.85
Stone Spalls cum 0.20
Providing and laying Pitching on slopes laid over prepared filter
media including boulder apron laid dry in front of toe of
embankment complete as per drawing and Technical
15.4 specifications
A Stone/Boulder
Stone weighing not less than 40kg cum 0.85
Stone spalls of minimum 25 mm size
Providing and laying Filter material underneath pitching in slopes
complete as per drawing and Technical specification
cum 0.20
Graded stone aggregate of required size cum 1.20

15.6 Geotextile Filter
Laying of a geotextile filter between pitching and embankment
slopes on which pitching is laid to prevent escape of the
embankment material through the voids of the stone
pitching/cement concrete blocks as well as to allow free
movement of water without creating any uplift head on the
pitching.
Permeable synthetic geotextile including 5 per cent for overlap
and wastage sqm 1.10
15.9 Dry Rubble Flooring
Construction of dry rubble flooring at cross drainage works for
relatively less important works.
15.11
Stone cum 0.85
Stone Spalls cum 0.20
Flexible Apron :Construction of flexible apron 1 m thick
comprising of loose stone boulders weighing not less than 40 kg
beyond curtain wall.
Stone cum 0.85
Stone Spalls cum 0.20
15.12 Gabian Structure
Providing and construction of a gabian structure with segments of
wire crates of size 7 m x 3 m x 0.6 m each divided into 1.5 m
compartments by cross netting, made from 4 mm galvanised steel
wire @ 32 kg per 10 sqm having minimum tensile strength of 300
Mpa conforming to IS:280 and galvanizing coating conforming to
IS:4826, woven into mesh with double twist, mesh size not
exceeding 100 x 100 mm, filled with boulders with least
dimension of 200 mm, all loose ends to be tied with 4 mm
galvanised steel wire
Galvanised steel wire crates of mesh size 100 mm x 100 mm
woven with 4mm dia. GI wire in rolls of required size. Sqm/cum 4.84
Stone boulders with least dimension of 200 mm cum 0.85
Stone spalls of minimum size 25 mm cum 0.20
16.3
CHAPTER 16
Guniting concrete surface with cement mortar applied with
compressor after cleaning surface and spraying with epoxy
complete as per Technical Specification
Cement Kg/sqm 16.00
Graded sand Cum/sqm 0.04
Wire mesh 50mm x 50mm size of 3mm wire Kg/sqm 2.00
Epoxy
Accelerator compound for guniting @ 4 per cent of weight of
Kg/sqm 0.67
cement Kg/sqm 0.64
16.4 Providing and inserting nipples with approved fixing compound
172

after drilling holes for grouting as per Technical Specifications
including subsequent cutting/removal and sealing of the hole as
necessary of nipples after completion of grouting with
Cement/Epoxy
Nipples each 1.00
16.5
Sealing of cracks/porous concrete by injection process through
nipples/Grouting complete as per Technical Specification.
A Cement Grout
Cement kg 1.10
B Cement Mortar (1:1) Grouting
Cement including 10 per cent wastage kg 0.55
Sand including 10 per cent wastage kg 0.55
16.6
16.8
16.9
Patching of damaged concrete surface with polymer concrete and
curing compounds, initiator and promoter, available in present
formulations, to be applied as per instructions of manufacturer and
as approved by the Engineer.
Pre-packed polymer concrete based on epoxy system complete
with curing compound, intiator and promoter including 5 per cent
wastage. Kg/sqm 31.50
Sealing of crack / porous concrete with Epoxy Grout by injection
through nipples complete as per clause 2803.1.
Epoxy including 10 per cent wastage kg 1.10
Applying epoxy mortar over leached, honey combed and spalled
concrete surface and exposed steel reinforcement complete as per
Technical Specification
Epoxy resin-hardener mix for prime coat Kg/sqm 0.25
Epoxy mortar Kg/sqm 0.22
Epoxy resin -hardener mix for seal coat.
Removal of defective concrete, cleaning the surface thoroughly,
applying the shotcrete mixture mechanically with compressed air
under pressure, comprising of cement, sand, coarse aggregates,
water and quick setting compound in the proportion as per clause
2807.1., sand and coarse aggregates conforming to IS: 383 and
table 1 of IS: 9012 respectively, water cement ratio ranging from
0.35 to 0.50, density of gunite not less than 2000 kg/cum, strength
not less than 25 Mpa and workmanship conforming to clause
2807.6.
Kg/sqm 0.20
Cement Kg/sqm 12.00
Sand Cum/sqm 0.015
Coarse aggregate of size 4.75mm Cum/sqm 0.015
Quick setting compound
Applying pre-packed cement based polymer mortar of strength 45
Mpa at 28 days for replacement of spalled concrete
Kg/sqm 0.250
Acrylic polymer bonding coat
pre-packed cement based polymer mortar of strength 45 Mpa at 28
Litre/sqm 0.14
days
Eproxy bonding of new concrete to old concrete
Kg/sqm 1.20
173

16.12
16.13
16.14
16.15
Epoxy resin with pot life not less than 60-90 minutes and
satisfying testing as per clause 2803.9 Kg/sqm 0.80
Providing external prestressing with high tensile steel
wires/strands including drilling for passage of prestessing steel, all
accessories for stressing and stressing operation and grouting
complete as per drawing and Technical Specification
HTS strand including 5 per cent wastage and extra length for
jacking tonne 1.05
HDPE pipes 75mm dia including 5 per cent wastage Metre/Mt 112.00
Cement for grouting Kg/Mt 400.00
Tube anchorage set complete with bearing plate, permanent
wedges etc Each/Mt 8.00
Epoxy Kg/Mt 6.00
MS plates for deviator (where deviator blocks are not provided) tonne 2.10
Providing external prestressing with high tensile steel
wires/strands including drilling for passage of prestessing steel, all
accessories for stressing and stressing operation and grouting
complete as per drawing and Technical Specification
HTS strand including 5 per cent wastage and extra length for
jacking tonne 1.00
HDPE pipes 90mm dia including 5 per cent wastage Metre/Mt 72.26
Cement for grouting tonne 0.33
Tube anchorage set complete with bearing plate, permanent
wedges etc Each/Mt 2.58
Epoxy Kg/Mt 3.23
MS plates for deviator (where deviator blocks are not provided) tonne 2.26
Providing external prestressing with high tensile steel
wires/strands including drilling for passage of prestessing steel, all
accessories for stressing and stressing operation and grouting
complete as per drawing and Technical Specification
HTS strand including 5 per cent wastage and extra length for
jacking tonne 1.00
HDPE pipes 90 mm dia including 5 per cent wastage
Metre/Mt 72.41
Cement for grouting
Tube anchorage set complete with bearing plate, permanent
tonne 0.33
wedges etc Each/Mt 1.29
Epoxy Kg/Mt 1.51
MS plates for deviator (where deviator blocks are not provided)
Replacement of Expansion Joints complete as per drawings
174
tonne 2.16
Epoxy for bonding new concrete to old concrete @ 0.8 kg/sqm
M-30 grade cement concrete excluding OH & CP (Rate as per
Kg?Rm 0.80
items 14.1 C (i) Cum/Rm 0.30

16.17 Repair of Crash Barrier
Repair of concrete crash barrier with cement concert of M-30
grade by cutting and trimming the damaged portion to a regular
shape, cleaning the area to be repaired thoroughly, applying
cement concert after erection of proper form work.
M-30 grade cement concrete excluding OH & CP (Rate as per
items 14.1 C (i) Cum/rm 0.03
16.18 Repair of steel railing to bring it to the original shape
Mild steel ISMC series Kg/Rm 2.9
Flat iron Kg/Rm 1.0
MS Bolt and nuts Kg/Rm 0.1
175

BASIC RATES
(A) Usage Rates of Plant and Machinery
Sl. No. Description of Machine Activity
P&M-001 Air Compressor General Purpose
P&M-002
P&M-003
P&M-004
P&M-005
Batching and Mixing
Plant (a) 30 cum
capacity
Batching and Mixing
Plant (b) 15 - 20 cum
capacity
Bitumen
Distributor
Pressure
Bitumen Boiler oil
fired
Concrete Paver
Finisher with 40 HP
176
Output of
Machine
capacity in
cum
Output Unit Rate
170/250 hour 350.00
Concrete Mixing cum/hour 20 hour 2235.00
Concrete Mixing cum/hour 13 hour 1860.00
Applying bitumen
tack coat
Bitumen Spraying
Paving of concrete
surface
sqm/hour 1750 hour 1250.00
capacity in
litre
1500 hour 230.00
P&M-006
cum / hour 20 hour 3000.00
P&M-007
Motor
Concrete Pump of 45
& 30 cum capacity
Pumping
concrete
of
cum / hour 33 / 22 hour 215.00
P&M-008 Concrete Bucket
For
concrete
Pouring capacity in
cum
1 hour 13.00
P&M-009
Concrete Mixer
0.4/0.28cum
(a)
Concrete Mixing cum/hour 2.5 hour 120.00
P&M-010
Concrete Mixer (b) 1
cum
Concrete Mixing cum/hour 7.5 hour 150.00
P&M-011 Crane (a) 80 tonnes Lifting Purpose hour 1800.00
P&M-012 Cranes b) 35 tonnes Lifting Purpose hour 1500.00
P&M-013 Cranes c) 3 tonnes Lifting Purpose hour 800.00
P&M-014 Dozer D - 80 - A 12
Spreading/Cutting/
Clearing
cum/hour
300/
150/250
hour 3800.00
P&M-015 Dozer D - 50 - A 15
Spreading/Cutting/
Clearing
cum/hour
200/
120/150
hour 2300.00
P&M-016
Emulsion
Distributor
Pressure Applying
emulsion tack coat
sqm/hour 1750 hour 935.00
P&M-017
Front End loader 1
cum bucket capacity
Soil loading /
Aggregate loading
cum/hour 60 /25 hour 800.00
P&M-018
Generator (a) 125
KVA
Generation of
electric Energy
KVA 100 hour 690.00
P&M-019
Generator(
KVA
b) 63 Generation of
electric Energy
KVA 50 hour 430.00
P&M-020 GSB Plant 50 cum Producing GSB cum/hour 40 hour 1040.00
P&M-021
Hotmix Plant - 120
TPH capacity
DBM/BM/SDC/
Premix
cum/hour 40 hour 27300.00
P&M-022
Hotmix Plant - 100
TPH capacity
DBM/BM/SDC/
Premix
cum/hour 30 hour 20200.00
P&M-023
Hotmix Plant - 60 to
90 TPH capacity
DBM/BM/SDC/
Premix
cum/hour 25 hour 16100.00
P&M-024
Hotmix Plant - 40 to
60 TPH capacity
DBM/BM/SDC/
Premix
cum/hour 17 hour 12900.00
P&M-025
Hydraulic
Spreader
Chip
Surface Dressing sqm/hour 1500 hour 2640.00

P&M-026
Hydraulic Excavator
of 1 cum bucket
Soil Ordinary/ Soil
Marshy/ Soil
Unsuitable
177
cum/hour
60 /60
/60
hour 1100.00
P&M-027
Integrated Stone
Crusher 100THP
Crushing of Spalls TPH 100 hour 8675.00
P&M-028
Integrated Stone
Crusher 200THP
Crushing of Spalls TPH 200 hour 18250.00
P&M-029 Kerb Casting Machine Kerb Making Rm/hour 80 hour 310.00
P&M-030 Mastic Cooker
Mastic
coat
Wearing capacity in
tonne
1 hour 95.00
P&M-031
Mechanical
Hydraulic
Broom
Surface Cleaning sqm/hour 1250 hour 365.00
P&M-032
Motor Grader 3.35 m
blade
Clearing
/Spreading
/WBM
/GSB cum/hour
200/200
/50/50
hour 2500.00
P&M-033
Mobile slurry
equipment
seal Mixing and laying
slurry seal
sqm/hour 2700 hour 1730.00
Paver Finisher
P&M-034
Hydrostatic
sensor control
TPH
with
100
Paving of DBM/
BM/SDC/ Premix
cum/hour 40 hour 2900.00
P&M-035
Paver Finisher
Mechanical 100 TPH
Paving of WMM
/Paving of DLC
cum/hour 40/30 hour 1200.00
P&M-036
Piling Rig
Bantonite Pump
with
0.75 m dia to 1.2
m dia Boring
attachment
Rm/hour 2 to 3 hour 5470.00
P&M-037 Pneumatic Road Roller
Rolling of Asphalt
Surface
cum/hour 25 hour 1245.00
P&M-038
Pneumatic
Plant
Sinking Pneumatic Sinking
of wells
cum/hour
1.5 to
2.00
hour 4175.00
P&M-039
Pot Hole
Machine
Repair
Repair of potholes cum/hour 4 hour 910.00
P&M-040
Prestressing Jack with
Pump & access
Stressing of steel
wires/stands
hour 110.00
P&M-041 Ripper Scarifying cum/hour 60 hour 28.00
P&M-042 Rotavator Scarifying cum/hour 25 hour 18.00
P&M-043 Road marking machine Road marking Sqm/hour 100 hour 170.00
P&M-044
Smooth Wheeled
Roller 8 tonne
Soil Compaction
/BM Compaction
cum/hour 70/25 hour 480.00
P&M-045 Tandem Road Roller
Rolling of Asphalt
Surface
cum/hour 30 hour 1145.00
P&M-046 Tipper - 5 cum
Transportation of
soil, GSB, WMM,
Hotmix etc.
Capacity in
cum
5.5 km 330.00
P&M-047 Tipper - 5 cum
Transportation of
soil, GSB, WMM,
Hotmix etc.
Capacity in
cum
5.5 tonne.
km
4.87
P&M-048 Tipper - 5 cum
Transportation of
soil, GSB, WMM,
Hotmix etc.
Capacity in
cum
5.5 hour 450.00
P&M-049
Transit Mixer 4.0/4.5
cum
Transportation of
Concrete Mix to
site
cum/hour 4.5 hour 770.00

P&M-050
Transit Mixer 4/4.5
cum
P&M-051 Transit Mixer 3.0 cum
P&M-052 Transit Mixer 3.0 cum
Transportation of
Concrete Mix to
site
Transportation of
Concrete Mix to
site
P&M-053 Tractor Pulling
P&M-054 Tractor with Rotavator
P&M-055 Tractor with Ripper
P&M-056
P&M-057
P&M-058
P&M-059
Truck 5.5 cum per 10
tonnes
Truck 5.5 cum per 10
tonnes
Truck 5.5 cum per 10
tonnes
Vibratory Roller 8
tonne
Transportation of
Concrete Mix to
site
178
cum/hour 4.5
tonne.
km
770.00
cum/hour 3 hour 710.00
cum/hour 3
capacity in
HP
Rate of Tractor +
Rotavator
Rate of Tractor +
Ripper
Material Transport capacity/cu
m
Material Transport capacity/cu
m
Material Transport capacity/cu
m
Earth or soil /
GSB / WBM
cum/hour
tonne.
km
30.00
50 hour 355.00
hour 370.00
hour 380.00
4.5 km 330.00
4.5 hour 450.00
4.5
100/60/
60
tonne.
km
4.00
hour 1540.00
P&M-060 Water Tanker Water Transport
capacity in
KL
6 hour 300.00
P&M-061 Water Tanker Water Transport
capacity in
KL
6 km 30.00
P&M-062 Wet Mix Plant 60 TPH Wet Mix cum/hour 25 hour 1200.00
P&M-063
Air compressor with pneumatic chisel attachment for cutting hard
clay.
hour 525.00
P&M-064
Batch type cold mixing plant 100-120 TPH capacity producing an
average output of 75 tonne/hour
hour 8040.00
P&M-065 Belt conveyor system hour 1750.00
P&M-066 Boat to carry at least 20 persons hour 210.00
P&M-067
Cement concrete batch mix plant @ 175 cum per hour (effective
output)
hour 4350.00
P&M-068 Cement concrete batch mix plant @ 75 cum per hour hour 8040.00
P&M-069 Cold milling machine @ 20 cum per hour hour 1520.00
P&M-070 Crane 5 tonne capacity hour 850.00
P&M-071 Crane 10 tonne capacity hour 900.00
P&M-072 Crane 15 tonne capacity hour 1000.00
P&M-073 Crane 20 tonne capacity hour 1200.00
P&M-074 Crane 40 T capacity hour 1500.00
P&M-075 Crane with grab 0.75 cum capacity hour 1600.00
P&M-076 Compressor with guniting equipment along with accessories hour 530.00
P&M-077
Drum mix plant for cold mixes of appropriate capacity but not less
than 75 tonnes/hour.
hour 9200.00
P&M-078 Epoxy Injection gun hour 250.00
P&M-079 Generator 33 KVA hour 400.00
P&M-080 Generator 100 KVA hour 700.00
P&M-081
Generator 250 KVA
hour 1200.00

P&M-082
Induction, de-induction and erection of plant and equipment
including all components and accessories for pneumatic method of
well sinking.
hour 0.00
P&M-083 Joint Cutting Machine with 2-3 blades (for rigid pavement) hour 130.00
P&M-084 Jack for Lifting 40 tonne lifting capacity. day 400.00
P&M-085
Piling rig Including double acting pile driving hammer (Hydraulic
rig)
hrs 3800.00
P&M-086 Plate compactor hour 180.00
P&M-087 Snow blower equipment 140 HP @ 600 cum per hour hour 880.00
P&M-088 Texturing machine (for rigid pavement) hour 670.00
P&M-089 Truck Trailor 30 tonne capacity hour 1110.00
P&M-090 Truck Trailor 30 tonne capacity t.km 4.20
P&M-091 Tunnel Boring machine hour 2040.00
P&M-092
Vibrating Pile driving hammer complete with power unit and
accessories.
hour 710.00
P&M-093 Wet Mix Plant 100 TPH hour 1400.00
P&M-094
(B) Labour
Wet Mix Plant 75 TPH hour 1310.00
L-01 Blacksmith (IInd class) day 275
L-02 Blacksmith (Ist class)/ Welder/ Plumber/ Electrician day 300
L-03 Blaster (Stone cutter) day 300
L-04 Carpenter I Class day 300
L-05 Chiseller (Head Mazdoor) day 300
L-06 Driller (Jumper) day 275
L-07 Diver day 275
L-08 Fitter (II class) day 275
L-09 Mali day 200
L-10 Mason (IInd class) day 275
L-11 Mason (Ist class) day 300
L-12 Mate / Supervisor day 300
L-13 Mazdoor day 200
L-14 Mazdoor/Dresser (Semi Skilled) day 275
L-15 Mazdoor/Dresser/Sinker (Skilled-II) day 250
L-16 Medical Officer day 500
L-17 Operator (grouting) day 300
L-18 Painter (II class) day 275
L-19 Para medical personnel day 275
(C) Materials
M-001 Stone Boulder of size 150 mm and below at Crusher Plant cum 300.00
M-002 Supply of quarried stone 150 - 200 mm size for Hand Broken at site cum 300.00
M-003 Boulder with minimum size of 300 mm for Pitching at Site cum 300.00
M-004 Coarse sand at Mixing Plant cum 400.00
M-005 Coarse sand at Site cum 400.00
M-006 Fine sand at Site cum 400.00
M-007 Moorum at Site cum 210.00
M-008 Gravel/Quarry spall at Site Cum 300.00
M-009 Granular Material or hard moorum for GSB works at Site Cum 450.00
M-010 Granular Material or hard moorum for GSB works at Mixing Plant
Fly ash conforming to IS: 3812 (Part II & I) at HMP Plant/Batching
Cum 550.00
M-011 Plant/Crushing Plant
Cum -
179

M-012
Filter media/Filter Material as per Table 300-3 (MoRT&H
Specification)
Cum 400.00
M-013
Close graded Granular sub-base Material 53 mm to 9.5
mm
Sub-base
course
Cum 640.00
M-014
Close graded Granular sub-base Material 37.5 mm to 9.5
mm
Sub-Base
course
Cum 690.00
M-015
Close graded Granular sub-base Material 26.5 mm to 9.5
mm
Sub-Base
course
Cum 720.00
M-016
Close graded Granular sub-base Material 9.5 mm to 4.75
mm
Sub-Base
course
Cum 880.00
M-017
Close graded Granular sub-base Material 9.5 mm to 2.36
mm
Sub-Base
course
Cum 930.00
M-018
Close graded Granular sub-base Material 4.75mm to
2.36 mm
Sub-Base
course
Cum 880.00
M-019
Close graded Granular sub-base Material 4.75mm to 75
micron mm
Sub-Base
course
Cum 760.00
M-020 Close graded Granular sub-base Material 2.36 mm
Sub-Base
course
Cum 690.00
M-021
Stone crusher dust finer than 3mm with not more than
10% passing 0.075 sieve.
Wearing
course
Cum 560.00
M-022
Coarse graded Granular sub-base Material 2.36 mm &
below
Sub-
Base/Bas
e course
Cum 560.00
M-023
Coarse graded Granular sub-base Material 4.75mm to 75
micron
Sub-Base
course
Cum 560.00
M-024
Coarse graded Granular sub-base Material 4.75 mm to
2.36 mm
Sub-Base
course
Cum 840.00
M-025
Coarse graded Granular sub-base Material 9.5 mm to
4.75 mm
Sub-Base
course
Cum 1100.00
M-026
Coarse graded Granular sub-base Material 26.5 mm to
4.75 mm
Sub-
Base/Bas
e course
Cum 790.00
M-027
Coarse graded Granular sub-base Material 26.5 mm to
9.5 mm
Sub-Base
course
Cum 790.00
M-028
Coarse graded Granular sub-base Material 37.5 mm to
9.5 mm
Sub-Base
course
Cum 680.00
M-029
Coarse graded Granular sub-base Material 53 mm to 26
.5mm
Sub-Base
course
Cum 680.00
M-030 Aggregates below 5.6 mm
Base
course
Cum 1240.00
M-031 Aggregates 22.4 mm to 2.36 mm
Base
course
Cum 880.00
M-032 Aggregates 22.4 mm to 5.6 mm
Base
course
Cum 880.00
M-033 Aggregates 45 mm to 2.8 mm
Base
course
Cum 760.00
M-034 Aggregates 45 mm to 22.4 mm
Base
course
Cum 720.00
M-035 Aggregates 53 mm to 2.8 mm
Base
course
Cum 680.00
M-036 Aggregates 53 mm to 22.4 mm
Base
course
Cum 720.00
M-037 Aggregates 63 mm to 2.8 mm
Base
course
Cum 640.00
M-038 Aggregates 63 mm to 45 mm
Base
course
Cum 625.00
180

M-039 Aggregates 90 mm to 45 mm
Base
course
Cum 600.00
M-040 Aggregates 10 mm to 5 mm
Base
course
Cum 1240.00
M-041a Aggregates 11.2 mm to 0.09 mm
Wearing
course
Cum 1240.00
M-041b Aggregates 11.2 mm to 0.09 mm
Base
course
Cum 1100.00
M-042 Aggregates 13.2 mm to 0.09 mm
Wearing
course
Cum 1100.00
M-043 Aggregates 13.2 mm to 5.6 mm
Wearing
course
Cum 1100.00
M-044 Aggregates 13.2 mm to 10 mm
Base
course
Cum 1100.00
M-045 Aggregates 20 mm to 10 mm
Base
course
Cum 930.00
M-046 Aggregates 25 mm to 10 mm
Base
course
Cum 930.00
M-047 Aggregates 19 mm to 6 mm
Base
course
Cum 930.00
M-048 Aggregates 37.5 mm to 19 mm
Base
course
Cum 930.00
M-049 Aggregates 37.5 mm to 25 mm
Base
course
Cum 930.00
M-050 Aggregates 6 mm nominal size
Wearing
course
Cum 1240.00
M-051 Aggregates 10 mm nominal size
Cement
concrete
Cum 1100.00
M-052a Aggregates 13.2/12.5 mm nominal size
Wearing
course
Cum 1100.00
M-052b Aggregates 13.2/12.5 mm nominal size
Base
course
Wearing
Cum 1100.00
M-053 Aggregates 20 mm nominal size
course/C
oncrete
Cum 930.00
M-054 Aggregates 25 mm nominal size
Cement
concrete
Cum 800.00
M-055 Aggregates 40 mm nominal size
Cement
concrete
Cum 780.00
M-056 GI pipe 100 mm dia metre 740.00
M-057 Acrylic polymer bonding coat litre 230.00
M-058 Alluminium Paint litre 190.00
M-059 Alluminium alloy plate 2mm Thick sqm 2300.00
M-060 Alluminium alloy/galvanized steel tonne 55000.00
M-061
Alluminium sheeting fixed with encapsulated lens type reflective
sheeting including 2% towards lettering, cost of angle iron, cost of
drilling holes, nuts, bolts etc. and signs as applicable
sqm 10000.00
M-062 Alluminium studs 100 x 100 mm fitted with lens reflectors nos 650.00
M-063 Barbed wire kg 80.00
M-064 Bearing (Cost of parts) nos -
M-065 Bearing (Cast steel rocker bearing assembly of 250 tonne )
Bearing (Elastomeric bearing assembly consisting of 7 internal
nos 275000.00
M-066 layers of elastomer bonded to 6 nos. internal reinforcing steel
laminates by the process of vulcanization,)
nos 17000.00
M-067
Bearing (Forged steel roller bearing of 250 tonne)
Nos 250000.00
181

M-068
Bearing (Pot type bearing assembly consisting of a metal piston
supported by a disc, PTFE pads providing sliding surfaces against
stainless steel mating together with cast steel assemblies/fabricated
structural steel assemblies duly painted with all components)
182
nos 75000.00
M-069 Bearing (PTFE sliding plate bearing assembly of 80 tonnes ) nos 175000.00
M-070 Bearing (Supply of sliding plate bearing of 80 tonne) nos 16000.00
M-071 Bentonite kg 550.00
M-072 Binding wire kg 70.00
M-073 Bitumen ( Cationic Emulsion ) tonne 47332.00
M-074 Bitumen (60-70 grade) tonne 52800.00
M-075 Bitumen (80-100 grade ) tonne 52800.00
M-076 Bitumen (Cutback ) tonne 61161.00
M-077 Bitumen (emulsion) tonne 47332.00
M-078 Bitumen (modified graded) tonne 55018.00
M-079 Brick each 7.50
M-080 C.I. shoes for the pile kg 60.00
M-081 Cement tonne 7354.75
M-082 Cold twisted bars (HYSD Fe 500 Bars) tonne 49650.05
M-083 Collar for joints 300 mm dia nos 550.00
M-084 Compressible Fibre Board(20mm thick) sqm 700.00
M-085 Connectors/ Staples each 955.00
M-086 Copper Plate(12m long x 250mmwide) kg 970.00
M-087 Corrosion resistant Structural steel tonne 49350.00
M-088 Corrugated sheet, 3 mm thick, "Thrie" beam section railing kg 53.00
M-089 Credit for excavated rock found suitable for use cum 70.00
M-090 Curing compound liter 200.00
M-091
Delineators from ISI certified firm as per the standard drawing given
in IRC - 79
each 2200.00
M-092 Earth Cost or compensation for earth taken from private land
Elastomeric slab seal expansion joint assembly manufactured by
cum 20.00
M-093 using chloroprene, elastomer for elastomeric slab unit conforming to
clause 915.1 of IRC: 83 (part II),
metre 8600.00
M-094
Super Electric Detonators @ 1 detonator for 1/2 gelatin stick of 125
gms each
100
nos
2726.00
M-095 Epoxy compound with accessories for preparing epoxy mortar kg 405.00
M-096 Epoxy mortar kg 532.00
M-097 Epoxy primer kg 650.00
M-098 Epoxy resin-hardener mix for prime coat kg 722.00
M-099 Flag of red color cloth 600 x 600 mm each 60.00
M-100 Flowering Plants each 150.00
M-101 Galvanized MS flat clamp nos 170.00
M-102
Galvanized steel wire crates of mesh size 100 mm x 100 mm woven
with 4mm dia. GI wire in rolls of required size.
sqm 230.00
M-103
Galvanized structural steel plate 200 mm wide, 6 mm thick, 24 m
long
kg 48.00
M-104 Emuldyne (Gelatin 80% with accessories) kg 110.21
M-105 Geo grids sqm 200.00
M-106 Geomembrane sqm 400.00
M-107 Geonets sqm 200.00
M-108 Geotextile sqm 250.00
M-109 Geotextile filter fabric sqm 250.00

M-110 GI bolt 10 mm Dia nos 20.00
M-111 Grouting pump with agitator hour 350.00
M-112 Grass (Doob) kg 12.00
M-113 Grass (Fine) kg 18.00
M-114 HDPE pipes 75mm dia metre 235.00
M-115 HDPE pipes 90mm dia metre 250.00
M-116 Hedge plants each 250.00
M-117 Helical pipes 600mm diameter metre 32500.00
M-118 Hot applied thermoplastic compound litre 350.00
M-119 HTS strand tonne 104456.00
M-120 Joint Sealant Compound kg 798.00
M-121
Jute netting, open weave, 2.5 cm square opening for seeding and
Mulching
sqm 18.00
M-122 LDO for steam curing litre 29.00
M-123 M.S. Clamps nos 55.00
M-124 M.S. Clamps kg 55.00
M-125 M.S. shoes @ 35 Kg per pile of 15 m kg 60.00
M-126 Mild Steel bars
Modular strip/box seal expansion joint including anchorage catering
to a horizontal movement beyond 70 mm and up to 140mm
tonne 50400.00
M-127
assembly comprising of edge beams, central beam,2 modules
chloroprene seal, anchorage elements, support and control system,
all steel sections protected against corrosion and installed by the
manufacturer or his authorized representative
Modular strip/box seal expansion joint catering to a horizontal
movement beyond 140mm and up to 210mm box/box seal joint
metre 11648.25
M-128
assembly containing 3 modules/cells and comprising of edge beams,
two central beams, chloroprene seal, anchorage elements, support
and control system, all steel sections protected against corrosion and
installed by the manufacturer or his authorized representative
metre 22888.13
M-129 Nipples 12mm nos 55.00
M-130 Nuts and bolts kg 200.00
M-131 Paint litre 220.00
M-132 Pavement Marking Paint litre 600.00
M-133 Paving Fabric sqm 75.00
M-134 Perforated geosynthetic pipe 150 mm dia metre 370.00
M-135 Perforated pipe of cement concrete, internal dia 100 mm metre 350.00
M-136 Pesticide kg 60.00
M-137 Pipes 200 mm dia, 2.5 m long for drainage metre 700.00
M-138 Plastic sheath, 1.25 mm thick for dowel bars sqm 22.00
M-139 Plastic tubes 50 cm dia, 1.2 m high nos 1200.00
M-140 Polymer braids metre 50.00
M-141 Pre molded Joint filler,25 mm thick for expansion joint. sqm 400.00
M-142
Pre-coated stone chips of 13.2 mm nominal size
cum 1750.00
M-143
Preformed continuous chloroprene elastomer or closed cell foam
sealing element with high tear strength, vulcanized in a single
operation for the full length of a joint to ensure water tightness.
metre 850.00
M-144 Pre-molded asphalt filler board sqm 850.00
M-145
Pre-packed cement based polymer concrete of strength 45 Mpa at 28
days
kg 200.00
M-146 Primer kg 180.00
183

M-147 Quick setting compound kg 340.00
M-148 Random Rubble Stone (for masonry works) cum 400.00
M-149 RCC Pipe NP 4 heavy duty non pressure pipe 1000 mm dia metre 6200.00
M-150 RCC Pipe NP 4 heavy duty non pressure pipe 1200 mm dia metre 8100.00
M-151 RCC Pipe NP 4 heavy duty non pressure pipe 300 mm dia metre 680.00
M-152 Reflectorising glass beads kg 120.00
M-153
Reinforcement strips 60 mm wide 5 mm thick as per clause 3102.
(Copper Strips)
metre 35.00
M-154
Reinforcement strips 60 mm wide 5 mm thick as per clause 3102.
metre 30.00
M-155
M-156
M-157
(Galvanized carbon steel strips)
Reinforcement strips 60 mm wide 5 mm thick as per clause 3102.
(Glass reinforced polymer/fibre reinforced polymer/polymeric
strips)
Reinforcement strips 60 mm wide 5 mm thick as per clause 3102.
(Stainless steel strips)
Reinforcement strips 60 mm wide 5 mm thick as per clause 3102.
Alluminium strips)
184
metre 25.00
metre 30.00
metre 25.00
M-158 Rivets each 60.00
M-159 Sand bags (Cost of sand and Empty cement bag) nos 20.00
M-160 Sapling 2 m high 25 mm dia each 30.00
M-161 Scrap tyres of size 900 x 20 nos 550.00
M-162 Seeds kg 25.00
M-163 Selected earth cum 60.00
M-164
Separation Membrane of impermeable plastic sheeting 125 micron
thick
sqm 25.00
M-165 Sheathing duct metre 175.00
M-166 Shrubs each 300.00
M-167
Sludge / Farm yard manure @ 0.18 cum per 100 sqm at site of work
for turfing
cum 300.00
M-168 Sodium vapour lamp each 8800.00
M-169 Square Rubble Coursed Stone cum 350.00
M-170
Steel circular hollow pole of standard specification for street lighting
to mount light at 5 m height above deck level
each 25500.00
M-171
Steel circular hollow pole of standard specification for street lighting
each 37400.00
to mount light at 9 m height above road level
M-172 Steel drum 300 mm dia 1.2 m high/empty bitumen drum nos 100.00
M-173 Steel helmet and cushion block on top of pile head during driving. kg 520.00
M-174 Steel pipe 25 mm external dia as per IS:1239 metre 65.00
M-175 Steel pipe 50 mm external dia as per IS:1239 metre 165.00
M-176 Steel wire rope 20 mm kg 65.00
M-177 Steel wire rope 40 mm kg 65.00
M-178 Strip seal expansion join metre 9450.00
M-179 Structural Steel tonne 47250.00
M-180 Super plasticizer admixture IS marked as per 9103-1999 kg 110.00
M-181
Synthetic Geogrids as per clause 3102.8 and approved design and
sqm 200.00
specifications.
M-182 Through and bond stone each 30.00
M-183 Tie rods 20mm diameter nos 250.00
M-184 Tiles size 300 x 300 mm and 25 mm thick each 85.00
M-185 Timber cum 13956.00
M-186 Traffic cones with 150 mm reflective sleeve
Nos 250.00

M-187
Tube anchorage set complete with bearing plate, permanent wedges
etc
nos 3500.00
M-188 Unslaked lime tonne 17600.00
M-189 Water KL 210.00
M-190 Water based cement paint litre 48.00
M-191 Welded steel wire fabric kg 57.00
M-192 Wire mesh 50mm x 50mm size of 3mm wire kg 80.00
M-193 Wooden ballies 2" Dia for bracing each 260.00
M-194 Wooden ballies 8" Dia and 9 m long each 720.00
M-195 Wooden packing cum 9500.00
M-196 Wooden staff for fastening of flag 25 mm dia, one m long each 60.00
M-197 RCC Pipe NP 3 heavy duty non pressure pipe 1000 mm dia metre 4400.00
M-198 RCC Pipe NP 3 heavy duty non pressure pipe 1200 mm dia metre 6500.00
Overheads for Road Works 7.5 % and Water charge and sundries 1%
8.5%
Contractors profit for Road Works
7.50
%
Overheads for Bridge Works 20%
Overheads for Bridge Works (Rehabilitation) 30 %
Contractors profit for Bridge Works
7.50
%
Lead from Mixing Plant to working site (Concrete works) 10.00 km
Lead from Mixing Plant to working site (Pavement works) 20.00 km
Lead for E/W borrow area to site 5.00 km
185

121.3 Laboratory equipment
STANDARD TABLE AND USEFUL DATA
FIELD LABORATORY EQUIPMENT
The following items of laboratory equipment shall be provided in the field laboratory
121.3.1 General
(i) Oven - Electrically operated, thermoplastic ally controlled range upto
200 o C sensitivity 1 o C
186
1 No.
(ii) Platform balance 300 kg capacity 1 No.
(iii) Electronic 20 kg capacity-self indicating type 1 No.
(iv) Electronic Balance 5 kg capacity accuracy 0.5 gm 2 Nos.
(v) Water bath-electrically operated and thermoplastically controlled with
adjustable shelves, sensitivity 1 o C
(vi) Thermometers :
Mercury-in-glass thermometer range 0 o to 250 o C
Mercury-in-steel thermometer with 30 cm
stem, range upto 300 o C
1 No.
(vii) Kerosene or gas stove or electric hot plate 1 No.
(viii) Glassware, spatulas, wire gauzes, steel scales, measuring tape, casseroles,
karahis, enameled trays of assorted sizes, pestle-mortar, porcelain, dishes,
gunny bags, plastic bags, chemical, digging tools like pickaxes, shovels
etc.
(ix) Set of IS sieves with lid and pan:
450 mm diameter
63 mm, 53 mm, 37.5 mm, 26.5 mm, 13.2 mm, 9.5 mm, 6.7 mm and 4.75
mm size
200 mm diameter:
2.36 mm, 2.0 mm, 1.18 mm, 600 micron, 425 micron, 300 micron, 150
micron and 75 micron
1 set
2 sets
(x) Water testing kit 1 set
(xi) First aid box 1 set
121.3.2 For soils and aggregates
(i) Riffle Box 1 No.
(ii) Atterberg Limits (liquid and plastic limits) determination apparatus 1 set
(iii) Compaction Test Equipment both 2.5 kg and 4.5 kg rammers (Light and
Heavy compactive efforts)
1 set

(iv) dry Bulk Density Test apparatus (sand pouring cylinder, tray, can etc.)
complete
(v) Speedy Moisture Meter complete with chemicals 1 set
(vi) Post hole Auger with extensions 1 set
(vii) Core cutter apparatus 10 cm dia, 10/15 cm height, complete with dolly,
rammer etc.
(viii) Aggregate Impact Value Test apparatus/LosAngeles Abrasion Test
apparatus
(ix) Flakiness and Elongation Test Gauges 1 set
(x) Standard measures of 30, 15 and 3 litres capacity along with standard
tamping rod
(xi) California Bearing ratio test apparatus 1 set
(xii) Unconfined compression test apparatus 1 set
121.3.3 For bitumen and bituminous mixes
(i) Penetrometer with standard needles 1 set
(ii) Riffle box - small size 1 No.
(iii) Centrifuge type bitumen extractor, hand operated, complete with
petrol/commercial benzene
(iv) Marshall stability test apparatus, complete with all accessories 1 set
(v) Filed density bottle along with cutting tray, chisel, hammer and standard
sand
187
1 set
1 set
1 set
1 set
1 set
2 Nos.
(vi) 3 m straight edge 1 No.
(vii) Camber board 1 No.
(viii) core cutting machine with 10 cm dia diamond cutting edge 1 set
(ix) Vacuum pump and 3 specific gravity bottles 1 set
121.3.4 For cement and cement concrete
(i) Vicat apparatus for testing setting times 1 set
(ii) slump testing apparatus 4 sets
(iii) Compression and Flexual strength testing machine of 200 tonne capacity
with additional dial for flexural testing
1 No.
(iv) Needle Vibrator 2 Nos.
(v) Air Meter 1 No.
(vi) Vibrating hammer for vibrating dry mix as for Dry Lean Cement concrete
sub-base
1 No.

GENERAL
TABLE 100-6
PHYSICAL REQUIREMENTS OF COARSE AGGREGATES FOR
WATER BOUND MACADAM FOR SUB-BASE/BASE COURSED
Test Test method Requirements
1. * Los Angeles Abrasion value
Or
* Aggregate Impact Value
2. Combined Flakiness and
1
2.
3.
Elongation Indices (Total)
***
188
IS : 2386
(Part-4)
IS:2386
(Part-4) or IS:5640**
IS:2386
(Part-I)
* Aggregate may satisfy requirements of either of the two test.
40 per cent (Max)
30 per cent (Max)
30 per cent (Max)
** Aggregates like brick metal, kankar, laterite etc. which get softened in presences of water
shall be tested for Impact value under wet conditions in accordance with IS : 5640.
*** The requirement of flakiness index and elongation index shall be enforced only in the
case of crushed broken stone and crushed slag.
EARTH WORK, EROSION CONTROL AND DRAINAGE
Table 300-1
Density Requirements of Embankment and Sub-Grade Materials.
S.No. Type of work Maximum laboratory dry unit
weight when tested as per IS:2720
Embankments upto 3 meters height, not
subjected to extensive flooding.
Embankments exceeding 3 meters height or
embankments of any height subject to long
periods of inundation
Sub-grade and earthen shoulders/verges/
backfill
(Part 8)
Not less than 15.2 kN/m 3
Not less then 16.0 kN/m 3
Not less then 17.5 kN/m 3
Note : 1. This table is not applicable for lightweight fill materials, e.g. cinder, fly ash etc.
2. The Engineer may relax these requirements at his discretion taking into account the
availability of materials for construction and other relevant factors.
3. The materials to be used in sub-grade should also satisfy design CBR at the, dry unit weight
applicable as per Table 300-2.

1
2.
3.
Table 300-2
Density Requirements for Embankment and Sub-grade.
S.No. Type of work Relative compaction as percentage
of Max. laboratory dry density as
per IS:2720 (Part 8)
Sub-grade and earthen shoulders.
Not less than 97
Embankments.
Expansion clays.
(a) Sub-grade and 500mm portion just
below the sub-grade.
(b) Remaining portion of embankment
189
Not less then 95
Not allowed
Not less than 90
The contractor shall, at least 7 working days before commencement of compaction, submit the following
to the Engineer for approval.
1. The values of maximum dry density and Optimum Moisture Content obtained in accordance
with IS:2720 (Part 7 or Para 8), as the case may be, appropriate for each of the fill materials
he intends to use.
2. A graph of density plotted against moisture content from which each of the values in ‘i’
above of maximum dry density and Optimum Moisture Content were determined.
3. The dry density – moisture content – CBR relationship for light, intermediate and heavy
compactive efforts (Light corresponding to IS:2720 (Part 7). Heavy corresponding to
IS:2720 (Part 8) ad intermediate in between the two) for each of the fill materials he intends
to use in the sub-grade.
EARTH WORK, EROSION CONTROL AND DRAINAGE
Table 300-03
Grading requirement for filter material.
Sieve Designation Percentage passing by weight
Class I Class II Class III
53 mm - - 100
45 mm - - 97-100
26.5 mm - 100 -
22.4 mm - 95-100 58-100
11.2 mm 100 48-100 20-60
5.6 mm 92-100 28-54 4-32
2.8 mm 83-100 20-35 0-10
1.4 mm 59-96 - 0-5
710 micron 35-80 6-18 -
355 micron 14-40 2-9 -
180 micron 3-15 - -
90 micron 0-5 0-4 0-3

TABLE 300-4
GRADING REQUIREMENTS FOR AGGREGATE DRAINS
Sieve Size
190
Percent passing by weight
Type A Type B
63 mm - 100
37.5 mm 100 85-100
19 mm - 0-20
9.5 mm 45-100 0-5
3.35 mm 25-80 -
600 micron 8-45 -
150 micron 0-10 -
75 micron 0-5 -
SUB-BASE, BASE (NON-BITUMINOUS) AND SHOULDERS
Table 400-1
Grading for closed-graded granular sub-base materials.
IS Sieve Designation Percentage by weight passing the IS sieve
Grading I Grading II Grading III
75 mm 100 - -
53 mm 80-100 100 -
26.50 mm 55-90 70-100 100
9.50 mm 35-65 50-80 65-95
4.75 mm 25-55 40-65 50-80
2.36 mm 20-40 30-50 40-65
0.425 mm 10-25 15-25 20-35
0.075 mm 3-10 3-10 3-10
CBR Value (Minimum) 30 25 20

Table 400-2
Grading for coarse-graded granular sub-base materials.
IS Sieve Designation Percentage by weight passing the IS sieve
Grading I Grading II Grading II
75 mm 100 - -
53 mm - 100 -
26.50 mm 55-75 50-80 100
9.50 mm - - -
4.75 mm 10-30 15-35 25-45
2.36 mm - - -
0.425 mm - - -
0.075 mm

Table 400-8
Grading for Screenings.
IS Sieve Designation Size Range IS Sieve Designation Percent by weight
A. 13.2 mm 13.2 mm 100
192
passing
11.2 mm 95-100
5.6 mm 15-35
180 micron 0-10
B. 11.2 mm 11.2 mm 100
5.6 mm 90-100
180 micron 15-35
SUB-BASE, BASE (NON-BITUMINOUS) AND SHOULDERS
Table 400-9
Approximate Quantities of Coarse Aggregate and Screening Required for 100/75 mm compacted
thickness of Water Bound Macadam (WBM) sub-base/base course for 10 m 2 area.
Classification Size
range
Grading-I 90mm
to
45mm
Grading-II 63mm
to 45
mm
Grading-II 63mm
to 45
mm
Grading-III 53mm
to 22.4
mm
Compacted
thickness
Loose
Quantit
y
100 mm 1.21 to
1.43 m 3
75mm 0.91 to
1.07 m 3
75mm 0.91 to
1.07 m 3
75mm 0.91 to
1.07 m 3
Screenings
Stone Screenings Crushable type such as
Grading
Classification
& size
Type A 13.2
mm
Type A 13.2
mm
Type B 11.2
mm
Type B 11.2
mm
For WBM
sub-base/
base course
(Loose Qty.)
0.27 to 0.30
m 3
0.12 to 0.15
m 3
0.20 to 0.22
m 3
0.18 to 0.21
m 3
Moorum or Gravel
Grading
Classificat
ion & size
Not
uniform
Not
uniform
Not
uniform
Not
uniform
Loose
Qty.
0.30 to
0.32 m 3
0.22 to
0.24 m 3
0.22 to
0.24 m 3
0.22 to
0.24 m 3

Table 400-10
Physical requirements of coarse aggregate wet mix macadam for sub-base/base course.
S.No. Test Test Method Requirements
1. *Los Angles Abrasion Value
*Aggregate Impact Value
OR
2. Combined Flakiness and Elongation
Indices (Total)
IS : 2386 (Part 4)
IS : 2386 (Part 4) or
IS 5640
* Aggregate may satisfy requirements of either of the two tests.
193
40 percent (Max.)
30 percent (Max.)
IS : 2386 (Part 1) 30 percent (Max.)**
** To determine this combined proportion, the flaky stone from a representative sample should first
be separated out. Flakiness index is weight of flaky stone metal divided by weight of stone sample.
Only the elongated particles be separated out from the remaining (non-flaky) stone metal.
Elongation index is weight of elongated particles divided by total non-flaky particles. The value of
flakiness index and elongation index so found are added up.
SUB-BASE, BASE (NON-BITUMINOUS) AND SHOULDERS
Table 400-11
Grading Requirements of Aggregate for Wet Mix Macadam
IS Sieve
Designation
Percent by weight
Passing the IS Sieve
53.00 mm 100
45.00 mm 95-100
26.50 mm -
22.40 mm 60-80
11.20 mm 40-60
4.75 mm 25-40
2.36 mm 15-30
600 micron 8-22
75 micron 0-8

BASE AND SURFACE COURSES (BITUMINOUS)
TABLE 500-1
VISCOSITY REQUIREMENT AND QUANTITY OF LIQUID
BITUMINOUS PRIMER
Type of surface Kinematic Viscosity Quantity of Liquid
of Primer at the 60°C Bituminous Material
per 10 Sq.m.
(Centistokes)
(kg)
Low prosity 30-60 6 to 9
Midium porosity 70-140 9 to 12
High porosity 250-500 12 to 15
TABLE 500-3
PHYSICAL REQUIREMNTS FOR COARSE AGGREGATES FOR
BITUMINOUS MACADAM
Property Test Specification
Cleanliness Grain size analysis 1 Max 5 % passing 0.075 mm sieve
Particle Shape Flakiness and Elongation Index Max 30 %
(Combined) 2
Strength* Los Angeles Abrasion Value 3
Aggregate Impact Value 3
Durability Soundness: 4
Sodium Sulphate
Magnesium Sulphate
194
Max 40 %
Max 30 %
Max 12 %
Max 18 %
Water Absorption Water absorption 5 Max 2 %
Stripping Coating and Stripping of Bitumen
Aggregate Mixtures 6
Water Sensitivity 7 Retained tensile Strength Min 80 %
Minimum retained coating
95 %
Notes: 1. IS: 2386 Part 1
2. IS: 2386 Part 1
3. IS: 2386 Part 4*
4. IS: 2386 Part 5
5. IS: 2386 Part 3
(The elongation test to be done only on non-flaky aggregate in the sample)
6. IS: 6241
7. The water sensitivity test is only to be carried out if the minimum retained
coating in the stripping test is less than 95%
* Aggregate may satisfy requirements of either of these two tests.

Mix designation nominal
Aggregate size layer
Thickness IS Sieve (mm)
BASE AND SURFACE COURSES (BITUMINOUS)
Table 500-4
Composition of Bituminous Macadam
Grade-I
195
40mm
80-100 mm
Grade-II
19mm
50-75 mm
Cumulative % by Weight of .total aggregate passing
45 100 -
37.5 90-100 -
26.5 75-100 100
19 - 90-100
13.2 35-61 56-88
4.75 13-22 16-36
2.36 4-19 4-19
0.3 2-10 2-10
0.075 0-8 0-8
Bitumen content % by weight
Of total mixture 1
3.1 – 3.4 3.3 – 3.5
Bitumen Grade 35 – 90 35 - 90
Note: 1. Appropriate bitumen contents for conditions in cooler areas of India may be upto 0.5% higher
subject to the approval of the Engineer.
Bitumen
Penetration
Bitumen
Mixing
( o C)
BASE AND SURFACE COURSES (BITUMINOUS)
Table 500-5
Manufacturing and Rolling Temperatures.
Aggregate
Mixing
( o C)
Mixed
Material
( o C)
Rolling
( o C)
Laying
35 160-170 160-175 170 Maximum 100 Minimum 130 Minimum
65 150-165 150-170 165 Maximum 90 Minimum 125 Minimum
90 140-160 140-165 155 Maximum 80 Minimum 115 Minimum
( o C)

IS Sieve
Designation (mm)
Table 500-6
Composition of Penetration Macadam
Cumulative percent by weight of total aggregate passing
For 50mm compacted thickness For 75mm compacted thickness
Coarse
Aggregate
Key Aggregate Coarse
196
Aggregate
Key Aggregate
63 - - 100 -
45 100 - 58 – 82 -
26.5 37 -72 - - 100
22.4 - 100 5 – 27 50 - 75
13.2 2 – 20 50 – 75 - -
11.2 - - - 5 – 25
5.6 - 5 -25 - -
2.8 0 – 5 0 – 5 0 – 5 0 – 5
Approx. Loose
Aggregate Quantities
cu.m/m2
Binder quantity
(penetration grade) 1
(kg/m 2 )
0.06 0.015 0.09 0.018
5 6.8
Note: 1. If cutback bitumen is used, adjust binder quantity such that the residual bitumen is equal to the
values in this table.
BASE AND SURFACE COURSES (BITUMINOUS)
Table 500-7
Grading requirements for coarse & key aggregates for built-up spray grout.
IS Sieve Designation Cumulative percent by weight of total aggregate passing
Coarse Aggregate Key Aggregate
53.0 mm 100 -
26.5 mm 40-75 -
22.4 mm - 100
13.2 mm 0-20 40-75
5.6 mm - 0-20
2.8 mm 0-5 0-5

Table 500-9
Grading requirements for mineral filler.
IS Sieve Cumulative percent passing by weight of total
197
aggregate
0.6 100
0.3 95-100
0.075 85-100
BASE AND SURFACE COURSES (BITUMINOUS)
Table 500-10
Composition of Dense Graded Bituminous Macadam Pavement Layers.
Grading 1 2
Nominal Aggregate size 40 mm 25 mm
Layer Thickness 80-100 mm 50-75 mm
IS Sieve1 (mm) Cumulative % by weight of total aggregate passing
45 100 -
37.5 95-100 100
26.5 63-93 90-100
19 - 71-95
13.2 55-75 56-80
9.5 - -
4.75 38-54 38-54
2.36 28-42 28-42
1.18 - -
0.6 - -
0.3 7-21 7-21
0.15 - -
0.075 2-8 2-8
Bitumen content % by mass
Of total mix 2
Min 4.0 Min 4.5
Bitumen grade (pen.) 65 or 90 65 or 90
Note:1. The combined aggregate grading shall not vary from the low limit on one sieve to the
high limit on the adjacent sieve.
2. Determined by the Marshall method.

Table 500-11
Requirements Dense Graded Bituminous Macadam Mix.
Minimum stability kN at 60 o C 9.0
Minimum flow (mm) 2
Maximum flow (mm) 4
Compaction level (Number of blows) 75 blows on each of the two faces of the
198
specimen
Percent air voids 3-6
Percent voids in mineral aggregate (VMA) See Table 500-12 below
Percent voids filled with bitumen (VFB) 65-75
Nominal Maximum
Particle size 1 (mm)
BASE AND SURFACE COURSES (BITUMINOUS)
Table 500-12
Minimum percent Voids in Mineral Aggregate (VMA).
Minimum VMA, percent related to Design Air Voids, Percfent 2
3.0 4.0 5.0
9.5 14.0 1.50 16.0
12.5 13.0 14.0 15.0
19.0 12.0 13.0 14.0
25.0 11.0 12.0 13.0
37.5 10.0 11.0 12.0
Note:1. The nominal maximum particle size is one size larger than the first sieve to retain more
than 10 percent.
2. Interpolate minimum voids in the mineral aggregate (VMA) for design air voids values
between those listed.
Table 500-13
Permissible variations from the Job Mix Formula.
Description Permissible Variation
Base/Binder course Wearing Course
Aggregate passing 19mm sieve or larger ± 8% ± 7%
Aggregate passing 13.2mm, 9.5 mm ± 7% ± 6%
Aggregate passing 4.75 mm ± 6% ± 5%
Aggregate passing 2.36mm, 1.18mm, 0.6mm ± 5% ± 4%
Aggregate passing 0.3mm, 0.15 mm ± 4% ± 3%
Aggregate passing 0.075 mm ± 2% ± 1.5%
Binder content ± 0.3% ± 0.3%
Mixing temperature ± 10 o C ± 10 o C

BASE AND SURFACE COURSES (BITUMINOUS)
Table 500-15
Composition of Semi-Dense Bituminous Concrete Pavement Layers.
Grading 1 2
Nominal Aggregate size 13 mm 10 mm
Layer Thickness 35- 40 mm 25-30 mm
IS Sieve 1 (mm) Cumulative % by weight of total aggregate passing
45 - -
37.5 - -
26.5 - -
19 100 -
13.2 90-100 100
9.5 70-90 90-100
4.75 35-51 35-51
2.36 24-39 24-39
1.18 15-30 15-30
0.6 - -
0.3 9-19 9-19
0.15 - -
0.075 3-8 3-8
Bitumen content % by mass
Of total mix 2
Min 4.5 Min 5.00
Bitumen grade (pen.) 65 65
Note: 1.The combined aggregate grading shall not vary from the low limit on one sieve to
the high limit on the adjacent sieve.
2. Determined by the Marshall method.
BASE AND SURFACE COURSES (BITUMINOUS)
Table 500-16
Requirements for Semi-Dense Bituminous Pavement Layers.
Minimum stability kN at 60 o C 8.2
Minimum flow (mm) 2
Maximum flow (mm) 4
Compaction level (Number of blows) 75 blows on each of the two faces of the
199
specimen
Percent air voids 3-5
Percent voids in mineral aggregate (VMA) See Table 500-12
Percent voids filled with bitumen (VFB) 65-78

Table 500-18
Composition of Bituminous Concrete Pavement Layers.
Grading 1 2
Nominal Aggregate size 19 mm 13 mm
Layer Thickness 50-65 mm 30-45 mm
IS Sieve 1 (mm) Cumulative % by weight of total aggregate passing
45 - -
37.5 - -
26.5 100 -
19 79-100 100
13.2 59-79 79-100
9.5 52-72 70-88
4.75 35-55 53-71
2.36 28-44 42-58
1.18 20-34 34-48
0.6 15-27 26-38
0.3 10-20 18-28
0.15 5-13 12-20
0.075 2-8 4-10
Bitumen content % by mass
Of total mix 2
5.0 – 6.0 5.0 – 7.0
Bitumen grade (pen.) 65 65
Note:1. The combined aggregate grading shall not vary from the low limit on one sieve to the
high limit on the adjacent sieve.
2. Determined by the Marshall method.
BASE AND SURFACE COURSES (BITUMINOUS)
Table 500-19
Requirements for Bituminous Pavement Layers.
Minimum stability kN at 60 o C 9.0
Minimum flow (mm) 2
Maximum flow (mm) 4
Compaction level (Number of blows) 75 blows on each of the two faces of the specimen
Percent air voids 3-6
Percent voids in mineral aggregate (VMA) See Table 500-12
Percent voids filled with bitumen (VFB) 65-75
Loss of stability on immersion in water at 60 o C
(ASTM D 1075)
200
Min. 75 percent retained strength

Note :
Table 500-20
Nominal Rates of spread for Binder and Chippings.
Nominal Chipping Size mm Binder (Penetration grade
bitumen) (kg/m 2 )
201
Chips
Cum/m 2
19 1.2 0.015
13 1.0 0.010
10 0.9 0.008
6 0.75 0.004
1. These rates of spread are for pricing purpose – see clause 510.23 and clause 510.8
2. For emulsion, these rates of spread are for the residual bitumen and appropriate
adjustment must be made to determine the total quantity.
3. Refer to Manual for Construction and Supervision of Bituminous Works for the
IS Sieve
Designation
(mm)
procedure of determining the rates of spread of binder and chips.
BASE AND SURFACE COURSES (BITUMINOUS)
Table 500-21
Grading requirements for Chips for Surface Dressing.
Cumulative percent by weight of total aggregate passing for the following
nominal sizes (mm)
19 13 10 6
26.5 100 - - -
19.0 85-100 100 - -
13.2 0-40 85-100 100 -
9.5 0-7 0-40 85-100 100
6.3 - 0-7 0-35 85-100
4.75 - - 0-10 -
3.35 - - - 0-35
2.36 0-2 0-2 0-2 0-10
0.60 - - - 0-2
0.075 0-1.5 0-1.5 0-1.5 0-1.5
Minimum 65%
By weight of
Aggregate
Passing 19 mm
retained 13.2mm
Passing 13.2mm
retained 9.5mm
Passing 9.5mm
retained 6.3mm
Passing 6.3mm
retained 3.35mm

Table 500-22
Spraying Temperatures for Binders.
Binder grades Whirling spray jets Slot jets
Penetration
Grades
Min. o C Max o C Min. o C Max o C
400/500 160 170 140 150
280/320 165 175 150 160
180/200 170 190 155 165
80/100 180 200 165 175
BASE AND SURFACE COURSES (BITUMINOUS)
Table 500-23
Quantities of materials Required for 10 Sqm. of Road surface for 20mm Thick open graded premix
Aggregates
Binder
(a)
(b)
(a)
(b)
surfacing using penetration bitumen or cutback.
Nominal Stone size 13.2mm (passing 22.4mm sieve
and retained on 11.2mm sieve)
Nominal Stone size 11.2mm (passing 13.2mm sieve
and retained on 5.6mm sieve)
(quantities in terms of Straight run bitumen)
For 0.18m 3 of 13.2mm nominal size stone at 52 kg
bitumen per m 3
For 0.09 m 3 of 11.2mm nominal size stone at 56 kg
bitumen per m 3
202
Total
0.27 m 3
Total 14.6 kg.

(A)
(B)
(A)
(B)
Premix Carpet
Table 500-24
Quantities of aggregate for 10m 2 area
(a) Coarse aggregate nominal 13.2mm size, passing
IS 22.4mm sieve and retained on IS 11.2mm
sieve.
(b) Coarse aggregate nominal 11.2mm size (passing
IS 13.2mm sieve and retained on IS 5.6mm sieve)
For Seal Coat :
Refer to Clause 513
For Premix Carpet
For Seal Coat :
(a) for liquid seal coat
Table 500-25
Quantities of emulsion Binder.
(b) for premix seal coat
203
0.18 m 3
0.09 m 3
BASE AND SURFACE COURSES (BITUMINOUS)
Table 500-26
Aggregate Gradation
For 10m 2 area
20 to 23 kg
12 to 14 kg
10 to 12 kg
IS Sieve Designation (mm) Cumulative percent by weight of total aggregate passing
Type A Type B
13.2 mm - 100
11.2 mm 100 88-100
5.6 mm 52-88 31-52
2.8 mm 14-38 5-25
0.090 mm 0-5 0-5

S.No. Nominal size of
aggregate
Table 500-27
Size requirements for Coarse Stone Aggregates.
Designation of sieve
through which the
aggregates shall wholly
pass
204
Designation of sieve on
which the aggregates shall
be wholly retained
(i) 75 mm 106 mm 63 mm
(ii) 63 mm 90 mm 53 mm
(iii) 45 mm 53 mm 26.5 mm
(iv) 26.5 mm 45 mm 22.4 mm
(v) 22.4 mm 26.5 mm 13.2 mm
(vi) 13.2 mm 22.4 mm 11.2 mm
(vii) 11.2 mm 13.2 mm 6.7 mm
(viii) 6.7 mm 11.2 mm 2.8 mm
BASE AND SURFACE COURSES (BITUMINOUS)
Table 500-28
Percentage Reduction in Volume of Aggregates.
S.No. Standard size of aggregates Percentage reduction in volume
computed by stack measurements to
arrive at the volume to be paid for
1. 75 mm and 63 mm 12.5
2. 45 mm and 26.5 mm 10.0
3. 22.4 mm, 13.2 mm, 11.2 mm and 6.7 mm 5.0
4. Fine aggregate 5.0
Table 500-29
Requirements for Physical Properties of Binder.
Property Test method Requirement
Penetration at 25 o C IS 1203 15 ± 5*
Softening point, o C IS 1205 65 ± 10
Loss on heating for 5h at 163 o C, % of mass
Max.
IS 1212 2.0
Solubility in trichloroethylene, % by mass Min. IS 1216 95
Ash (mineral matter), % by mass Max IS 1217 1.0
* In cold climatic regions (temperature ≤ 10 o C), a softer penetration grade of 30/40 may be used.

Table 500-30
Grade and Thickness of Mastic Asphalt paving and Grading of Coarse Aggregate.
Application Thickness
Range (mm)
205
Nominal size of
coarse aggregate
(mm)
Coarse aggregate
content, % by mass
of total mix
Roads and carriageways 25-50 13 40 ± 10
Heavily stressed areas i.e.
junctions and toll plazas
40-50 13 45 ± 10
Nominal size of coarse aggregate 13 mm
IS Sieve (mm) Cumulative % passing by weight
19 100
13.2 88-96
2.36 0-5
BASE AND SURFACE COURSES (BITUMINOUS)
Table 500-31
Grading of Fine Aggregates (Inclusive of Filler)
S.No. IS Sieve Percentage by weight of
aggregate
1. Passing 2.36 mm but retained on 0.60 mm 0-25
2. Passing 0.600 mm but retained on 0.212 mm 10-30
3. Passing 0.212 mm but retained on 0.075 mm 10-30
4. Passing 0.075 mm 30-35
Table 500-32
Composition of Mastic Asphalt Blocks without Coarse Aggregates.
S.No. IS Sieve Percentage by weight of aggregate
Minimum Maximum
1. Passing 2.36 mm but retained on 0.60 mm 0 22
2. Passing 0.600 mm but retained on 0.212 mm 4 30
3. Passing 0.212 mm but retained on 0.075 mm 8 18
4. Passing 0.075 mm 25 45
5. Bitumen content 14 17

BASE AND SURFACE COURSES (BITUMINOUS)
Table 500-33
Aggregate Grading, Binder Content and Approximate Coverage Rate.
Sieve Size (mm) Percentage by mass passing finished thickness of sealing
5 mm 3 mm 1.5 mm
9.5 100 - -
4.75 90-100 100 -
3.35 - 80-100 100
2.36 65-90 75-100 95-100
1.18 45-70 55-90 70-95
0.600 30-50 35-70 55-75
0.300 18-30 20-45 30-50
0.150 10-21 10-25 10-30
0.075 5-15 5-15 5-15
Quantity of residual
Binder, percentage by
mass of aggregate
Approximate
Coverage rate(kg/m 2 )
7.5-13.5 10-16 12-20
8-15 4-6 2-4
Table 500-34
Minimum Recovered Binder Penetration of Recycled mixture..
Specified Grade of Binder (Penetration) Minimum Recovered Penetration value of
Binder after mixing
45
27
65
90
BASE AND SURFACE COURSES (BITUMINOUS)
Table 500-42
Requirements for Sand Asphalt Base Coarse.
Parameter Requirement
Minimum stability (kN at 60 o C) 2.0
Minimum flow (mm) 2
Compaction level (Number of blows) 2 x 75
Percent air voids 3 – 5
Percent voids in mineral aggregate (VMA) > 16
Percent voids filled with bitumen (VFB) 65-75
206
39
54

BASE AND SURFACE COURSES (BITUMINOUS)
Table 500-44
Requirements of polymer modified binders (Elastomeric Thermoplastics and Rubber Latex).
Designation Grade and Requirement Method of
Penetration at 25 o C, 0.1mm, 100g. 5 sec.
Penetration at 4 o C, 0.1mm, 200g, 60 sec.
Minimum*
Softening Point, (R&B), o C, Minimum
Fraass Breaking Point, o C, Maximum*
Ductility at 27 o C, cm, Minimum
Flash Point, COC, o C, Minimum
Elastic Recovery of Half thread in
Ductilometer at 15 o C, %, Minimum
Separation, Difference in Softening
Point,
R&B, o C, Maximum
Viscosity at 150 o C, Poise
PMB 120 PMB 70 PMB 40
90 to 150
35
38
-24
75
220
70
(50)**
4
1-3
Test on Thin film Oven Test Residue, TFOT (IS:9382-1979)
207
50 to 89
22
48
-16
50
220
60
(40)**
4
2-6
30 to 49
18
59
-12
50
220
50
(30)**
4
4-8
Test
IS: 1203-1978
IS: 1205-1978
IS: 1205-1978
IS: 9381-1978
IS: 1208-1978
IS: 1209-1978
ASTM
D5976-1996
ASTM
D5976-1996
IS: 1206-1978
Designation Grade and Requirement Method of
Penetration at 4 o C, 0.1mm, 200g, 60 sec.
Loss in Weight, %, Maximum
Increase in Softening Point, o C,
Maximum
Reduction in Penetration at 25 o C, %,
Maximum
Elastic Recovery of Half Thread in
Ductilometer at 15 o C, %, Minimum
PMB 120 PMB 70 PMB 40
18
1.0
7
35
60
(35)**
* Relevant to snow bound cold climate areas.
** Natural Rubber Modified Bitumen
15
1.0
6
35
40
(30)**
12
1.0
5
35
35
(25)**
Test
IS: 1203-1978
IS: 9382-1979
IS: 1205-1978
IS: 1203-1978
ASTM
D5976-1996

BASE AND SURFACE COURSES (BITUMINOUS)
Table 500-45
Requirements of polymer modified binders (Plastomeric Thermoplastics).
Designation Grade and Requirement Method of
Penetration at 25 o C, 0.1mm, 100g. 5
sec.
Penetration at 4 o C, 0.1mm, 200g, 60
sec.
Minimum*
Softening Point, (R&B), o C, Minimum
Fraass Breaking Point, o C, Maximum*
Ductility at 27 o C, cm, Minimum
Flash Point, COC, o C, Minimum
Elastic Recovery of Half thread in
Ductilometer at 15 o C, %, Minimum
Separation, Difference in Softening
Point,
R&B, o C, Maximum
Viscosity at 150 o C, Poise
PMB 120 PMB 70 PMB 40
90 to 150
35
38
-20
50
220
60
3
1-2
Test on Thin film Oven Test Residue, TFOT (IS:9382-1979)
208
50 to 89
22
48
-15
40
220
50
3
2-4
30 to 49
18
59
-10
30
220
40
3
4-8
Test
IS: 1203-1978
IS: 1205-1978
IS: 1205-1978
IS: 9381-1978
IS: 1208-1978
IS: 1209-1978
ASTM
D5976-1996
ASTM
D5976-1996
IS: 1206-1978
Designation Grade and Requirement Method of
Penetration at 4 o C, 0.1mm, 200g, 60
sec.
minimum*
Loss in Weight, %, Maximum
Increase in Softening Point, o C,
Maximum
Reduction in Penetration at 25 o C, %,
Maximum
Elastic Recovery of Half Thread in
Ductilometer at 15 o C, %, Minimum
PMB 120 PMB 70 PMB 40
18
1.0
* Relevant to snow bound cold climate areas.
7
35
45
15
1.0
6
35
35
12
1.0
5
35
30
Test
IS: 1203-1978
IS: 9382-1979
IS: 1205-1978
IS: 1203-1978
ASTM
D5976-1996

BASE AND SURFACE COURSES (BITUMINOUS)
Table 500-46
Requirements of polymer modified binders (Treated with Modified Crumb Rubber).
Designation Grade and Requirement Method of
Penetration at 25 o C, 0.1mm, 100g. 5
sec.
Softening Point, (R&B), o C, Minimum
Elastic Recovery of Half thread in
Ductilometer at 15 o C, %, Minimum
CRMB 60 CRMB 55 CRMB 50
50-70
50
40
Test on Thin Film Oven Test Residue (IS: 9382-1979)
Reduction in Penetration at 25 o C, %,
Maximum
Increase in Softening Point, (R&B) o C,
Maximum
Elastic Recovery of Residue Half
Thread in Ductilometer at 15 o 60
5
25
C, %,
Minimum
CRMB - Crumb Rubber Modified Bitumen
209
50-60
55
35
60
5
20
QUALITY CONTROL FOR ROAD WORKS
Table 900-1
Tolerances in Surface Levels.
40-60
60
30
1. Sub-Grade + 20mm
- 25mm
2. Sub-base + 10mm
a) Flexible pavement
b) Concrete Pavement
(Dry lean concrete or rolled concrete)
3. Base Course for flexible pavement.
a) Bituminous Course
b) Other than bituminous
i) Machine laid
ii) Manually laid.
4. Wearing course flexible pavement.
i) Machine laid
ii) Manually laid.
60
5
15
- 20mm
+ 6mm
- 10mm
+ 6mm
- 6mm
+ 10mm
- 10mm
+ 15mm
- 15mm
+ 6mm
- 6mm
+ 10mm
- 10mm
5. Cement Concrete pavement + 5mm
- 6mm*
* This may not exceed – 8mm at 0-30 cm from the edges.
Test
IS: 1203-1978
IS: 1205-1978
ASTM
D5976-1996
IS:1203-1978
IS:1205-1978
ASTM
D5976-1996

QUALITY CONTROL FOR ROAD WORKS
Table 900-2
Maximum Permitted number of Surface Irregularities.
Surface of carriageways and paved Surface of laybys, service areas and all
shoulders
bituminous base course
Irregularity 4mm 7 mm 4 mm 7mm
Length (m) 300 75 300 75 300 75 300 75
National
Highways/
Expressway*
20 9 2 1 40 18 4 2
Road of
Lower
category*
40 18 4 2 60 27 6 3
* Category of each section of road as described in the contract.
The maximum allowable difference between the road surface and underside of a 3m straight edge
when placed parallel with, or at right angles to the center line of the road at points decided by the
Engineer shall be :
(i) For Pavement surface (bituminous and cement concrete) 3mm
(ii) For Bituminous base courses. 6mm
(iii) For Granular sub-base/base courses. 8mm
(iv) For Sub-base under concrete pavements 10mm
QUALITY CONTROL FOR ROAD WORKS
Table 900-3
Control tests and their Minimum Frequency for Sub-Bases and Bases (Excluding bitumen Bound
Bases).
S.
No.
1.
2.
3.
Type of
Construction
Granular
Lime/Cement
Stablised Soil
Sub- base
Water Bound
Macadam
Test Frequency (Min.)
(i) Gradation
(ii) Atterberg Limits
(iii) Moisture content prior to
compaction.
(iv) Density of compacted layer
(v) Deleterious constituents
(vi) CBR
(i) Quality of Lime/Cement
(ii) Lime/Cement Content
(iii) Degree of pulverization
(iv) CBR or unconfined
compressive strength test on
a set of three specimens.
(v) Moisture content prior to
compaction
(vi) Density of compacted layer
(vii) Deleterious constituents
(i) Aggregate impact value
(ii) Grading
210
One test per 200 m 3
One test per 200 m 3
One test per 250 m 3
One test per 500 m 3
As required
As required
One test for each consignment
subject to a minimum of one test
per 5 tonnes.
Regularly through procedural
checks.
Periodically as considered
necessary
As required
One test per 250 m 2
One test per 500 m 2
As required
One test Per 200 m 3 of aggregate
One test per 100 m 3

4.
S.
No.
1.
2.
Wet Mix
Macadam
(iii) Flakiness index and
Elongation index.
(iv) Atterberg limits of binding
material
(v) Atterberg limits of portion of
aggregate passing 425 micron
sieve.
(i) Aggregate impact value
(ii) Grading
(iii) Flakiness index and Elongation
index
(iv) Atterberg limits of portion of
aggregate passing 425 micron
sieve.
(v) Density of compacted layer
211
One test per 200 m 3 of aggregate
One test per 25m 3 of binding
material.
One test per 100 m 3 of aggregate
One test per 200 m 3 of aggregate
One test per 100 m 3 of aggregate
One test per 200 m 3 of aggregate
One test per 100 m 3 of aggregate
One test per 500 m 2
QUALITY CONTROL FOR ROAD WORKS
Table 900-4
Control tests for Bituminous Works, and their Minimum Frequency
Type of
Test Frequency (Min.)
Construction
Primer Coat/ Tack
Coat/For spray
Seal coat/ surface
dressing
(i) Quality of binder
(ii) Binder temperature for
application
(iii) Rate of spread of binder
(i) Quality of binder
(ii) Aggregate Impact value/ Los
Angles Abrasion Value
(iii) Flakiness Index or Elongation
Index
(iv) Stripping value of aggregates
(Immersion Tray Test)
No. of samples per lot to be
and tests as per IS:73, IS:217
and IS:8887 as applicable
At regular close intervals
One test per 500m 2 and not less
than two test per day.
Same as mentioned under
Serial No.1
One test per 50 m 3 of aggregate
-do-
Initially one set of 3
representative specimens for
each source of supply. Subsequently
when warranted by
changes in the quality of
aggregates.

S.
No.
3.
Open-graded
Premix Surfacing/
Close-graded
Premix Surfacing
(v) Water absorption of aggregate
(vi) Water sensitivity of mix
(vii) Grading of aggregates
(viii) Soundness (Magnesium and
Sodium Sulphate)
(ix) Polished stone value
(x) Temperature of binder at
application
(xi) Rate of spread of materials
(i) Quality of binder
(ii) Aggregate Impact Value/ Los
Angeles Abrasion Value
(iii) Flakiness Index and Elongation
Index
(iv) Stripping Value
(v) Water absorption of aggregates
(vi) Water sensitivity of mix
(vii) Grading of aggregates
(viii) Soundness (Magnesium and
Sodium Sulphate)
(ix) Polished stone value
212
--------------do-----------
Initially one set of 3
representative specimens for
each source of supply. Subsequently
when warranted by
changes in the quality of
aggregates. (if required)
One test per 25m 3 of aggregate.
Initially, one determination by
each method for each source of
supply, then as warranted by
change in the quality of the
aggregates.
As required
At regular close intervals.
One test per 500 m 2 of work,
and, not less than two tests per
day.
QUALITY CONTROL FOR ROAD WORKS
Table 900-4
Control tests for Bituminous Works, and their Minimum Frequency.
Type of
Construction
Test Frequency (Min.)
(xii) Percentage of fractured faces When gravel is used, one test
per 50m 3 of aggregate.
Same as mentioned under
Serial No.1
Same as mentioned under
Serial No.2
--do--
Same as mentioned under
Serial No.2
Same as mentioned under
Serial No.2
Same as mentioned under
Serial No.2
Same as mentioned under
Serial No.2
Same as mentioned under
Serial No.2
As required

4.
S.
No.
5.
Bituminous
Macadam
Bituminous
Penetration
Macadam/Built-up
(x) Temperature of binder at
application
(xi) Binder content
(xii) Rate of spread of mixed
material
(xiii) Percentage of fractured faces
(i) Quality of binder
(ii) Aggregate Impact Value/ Los
Angeles Abrasion Value
(iii) Flakiness Index and Elongation
Index
(iv) Stripping Value
(v) Water sensitivity of mix
(vi) Grading of aggregates
(vii) Water absorption of aggregates
213
At regular close intervals
One test per 500m 3 and not less
than two tests per day.
Regular control through checks
of layer thickness
Same as mentioned under
Serial No.2
Same as mentioned under
Serial No.1
Same as mentioned under
Serial No.2
Same as mentioned under
Serial No.2
Same as mentioned under
Serial No.2
-do-
Two tests per day per plant
both on the individual
constituents and mixed
aggregates from the dryer
Same as mentioned under
Serial No.2
QUALITY CONTROL FOR ROAD WORKS
Table 900-4
Control tests for Bituminous Works, and their Minimum Frequency.
Type of
Construction
Test Frequency (Min.)
(viii) Soundness (Magnesium and Same as mentioned under
Sodium Sulphate)
Serial No.2
(ix) Percentage of fractured faces
(x) Binder content and aggregate
grading
(xi) Control of temperature of
binder and aggregate for mixing and of
the mix at the time of laying
and rolling.
(xii) Rate of spread of mixed
material
(xiii) Density of compacted layer
(i) Quality of binder
Same as mentioned under
Serial No.2
Periodic, subject to minimum
of two tests per day per plant.
At regular close intervals.
Regular control through checks
of layer thickness.
One test per 250m 2 of area.
Same as mentioned under
Serial No.1
One test per 200 m 3 of

6.
Spray-Grout
Dense Bituminous
Macadam/ Semi
Dense Bituminous
Concrete/
Bituminous
Concrete
(ii) Aggregate Impact Value/ Los
Angeles Abrasion Value
(iii) Flakiness Index and Elongation
Index
(iv) Stripping Value
(v) Water absorption of aggregates
(vi) Water sensitivity of mix
(vii) Aggregate grading
(viii) Soundness (Magnesium and
Sodium Sulphate)
(ix) Percentage of fractured faces
(x) Temperature of binder at
application
(xi) Rate of spread of mixed
material
(i) Quality of binder
(ii) Aggregate Impact Value/ Los
Angeles Abrasion Value
(iii) Flakiness Index and Elongation
Index
(iv) Stripping Value
214
aggregate
-do-
Same as mentioned under
Serial No.2
Same as Serial No.2
Same as Serial No.2
One test per 100 m 3 of
aggregate
Same as mentioned under
Serial No.2
Same as mentioned under
Serial No.2
At regular close intervals
Same as mentioned under
Serial No.2
Same as mentioned under
Serial No.1
Same as mentioned under
Serial No.2
-do-
Same as mentioned under
Serial No.2

S.
No.
7.
QUALITY CONTROL FOR ROAD WORKS
Table 900-4
Control tests for Bituminous Works, and their Minimum Frequency.
Type of
Construction
Mastic Asphalt
Test Frequency (Min.)
(v) Soundness (Magnesium and
Sodium Sulphate)
(vi) Water absorption of aggregates
(vii) Sand equivalent test
(viii) Plasticity Index
(ix) Polished stone value
(x) Percentage of fractured faces
(xi) Mix grading
(xii) Stability of Mix
(xiii) Water sensitivity of mix
(Retained Tensile Strength)
(xiv) Swell test on the mix
(xv) Control of temperature of
binder in boiler, aggregate in the dryer
and mix at the time of laying
and rolling
(xvi) Control of binder content and
grading of the mix
(xvii) Rate of spread of mixed
material
(xviii) Density of compacted layer
(i) Quality of binder
(ii) Aggregate Impact Value/ Los
Angeles Abrasion Value
(iii) Flakiness Index and Elongation
215
Same as mentioned under
Serial No.2
As in Serial No.2
As required
As required
As required, for Semi Dense
Bituminous Concrete/d
Bituminous Concrete
Same as mentioned under
Serial No.2
One set of tests on individual
constituents and mixed
aggregate from the dryer for
each 400 tonnes of mix subject
to minimum of two tests per
plant per day.
For each 400 tonnes of mix
produced, a set of 3 Marshall
specimens to be prepared and
tested for stability, flow value,
density and void content
subject to a minimum of two
sets being tested per plant per
day
Same as mentioned under
Serial No.2
As required for the Bituminous
Concrete
At regular close intervals
One test for each 400 tones of
mix subject to a minimum of
two sets per day per plant
Regular control through checks
on the weight of mixed material
and layer thickness
One test per 250 m 2 area
Same as mentioned under
Serial No.1
Same as mentioned under
Serial No.2
-do-

S.
No.
8.
9.
Index
(iv) Stripping Value
QUALITY CONTROL FOR ROAD WORKS
Table 900-4
Control tests for Bituminous Works, and their Minimum Frequency.
Type of
Construction
Test Frequency (Min.)
(v) Water sensitivity of mix -do-
Slurry seal
Recycled material
(vi) Grading of aggregates
(vii) Water absorption of aggregates
(viii) Soundness (Magnesium and
Sodium Sulphate)
(ix) Percentage of fractured faces
(x) Binder content and aggregates
grading
(xi) Control of temperature of
binder in boiler, aggregate in the dryer
and mix at the time of laying
and rolling
(xii) Rate of spread of mixed
material
(xiii) Hardness number
(i) Quality of binder
(ii) Film stripping test
(i) Binder content and aggregate
grading
(ii) Recovered binder penetration
(iii) Mix stability (Remix/ Repave)
216
-do-
Two tests per day per plant
both on the individual
constituents and mixed
aggregates from the dryer
Same as in Serial No.2
Same as mentioned under
Serial No.2
Same as mentioned under
Serial No.2
Periodic, subject to minimum
of two tests per day per plant
At regular close intervals
Regular control through checks
of layer thickness
One test for each 400 tonnes of
mix subject to a minimum of
two tests per day
Same as mentioned under
Serial No.1
Initially one set of 3
representative speciments for
each source of supply, then as
warranted by changes in the
quality of aggregates.
Minimum of one test per 25m 3
of recycled material
Minimum of one test per 50m 3
of recycled material
For each 400 tonnes of mix
recycled, a set of 3 Marshall
specimens to be prepared and
tested for stability, flow,
density and void content,
subject to minimum of two sets
of tests per day

10.
Cold Mix
(i) Quality of binder
(ii) Aggregate Impact Value/ Los
Angeles Abrasion Value
(iii) Flakiness Index and Elongation
Index
(iv) Stripping Value
217
Same as mentioned under
Serial No.1
Same as mentioned under
Serial No.2
-do-
-do-

S.
No.
11.
QUALITY CONTROL FOR ROAD WORKS
Table 900-4
Control tests for Bituminous Works, and their Minimum Frequency.
Type of
Construction
Sand Asphalt Base
Course
(v) Water sensitivity of mix
(vi) Grading of aggregates
Test Frequency (Min.)
(vii) Percentage minimum coating
(viii) Water absorption of aggregates
(ix) Soundness (Magnesium and
Sodium Sulphate)
(x) Percentage of fractured faces
(x) Binder content and aggregates
grading
(xi) Mix stability
(i) Quality of binder
(ii) Los Angles Abrasion Value
(iii) Sand equivalent test
(iv) Plasticity Index
(v) Mix grading
(vi) Stability of Mix
218
-do-
Two tests per day per plant
both on the individual
constituents and mixed
aggregates from the dryer
Two tests per day per plant
Same as in Serial No.2
Same as mentioned under
Serial No.2
When gravel is used, one test
per 50m 3 of aggregate
Periodic, subject to minimum
of two tests per day per plant
For each 400 tonnes of mix
recycled, a set of 3 Marshall
specimens to be prepared and
tested for stability, flow,
density and void content,
subject to minimum of two sets
of tests per day
Same as mentioned under
Serial No.1
Same as mentioned under
Serial No.2
As required
As required
One set of test on individual
constituents and mixed
aggregate from the dryer for
each 400 tonnes of mix subject
to a minimum of two tests per
plant per day
For each 400 tonnes of mix
recycled, a set of 3 Marshall
specimens to be prepared and
tested for stability, flow,
density and void content,
subject to minimum of two sets
of tests per day

S.
No.
12.
13.
QUALITY CONTROL FOR ROAD WORKS
Table 900-4
Control tests for Bituminous Works, and their Minimum Frequency.
Type of
Construction
Modified Binder
Geotextiles
Test Frequency (Min.)
(vii) Control of temperature of
binder in boiler, aggregate in the dryer
and mix at the time of laying
and rolling
(viii) Control of binder content and
grading of the mix
(ix) Rate of spread of mixed
material
(x) Density of compacted layer
(i) Softening Point
(ii) Penetration at 25 o C and 4 o C
(iii) Elastic Recovery
(iv) Ductility
(v) Flash Point
(vi) Fraass Breaking
(vii) Viscosity at 150 o C
(viii) Thin film oven test,
penetration, softening point, elastic
recovery of residue, loss on
heating
(i) The requirements of Clause
704.3.1 of the Ministry's
Specification for Road and
Bridge Works (third revision) shall
apply.
219
At regular close intervals
One test for each 400 tonnes of
mix subject to a minimum of
two tests per day per plant
Regular control and through
checks on the weight of mixed
material and layer thickness
One test per 250 m 2 area
Initially on submission
thereafter daily if site blended,
weekly if pre-blended
-do-
-do-
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Initially on submission
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IS Sieve Size
MATERIAL FOR STRUCTURE
TABLE 1000-1
REQUIREMENTS OF COURSE AGGREGATE
Per cent by Weight Passing the Sieve
40 mm 20 mm 12.5 mm
63 mm 100 - -
40 mm 95-100 100 -
20 mm 30 -70 95-100 100
12.5 mm - - 90-100
10 mm 10-35 25-55 40-85
4.75 mm 0-5 0-10 0-10
IS Sieve Size
TABLE 1000-2
SAND / FINE AGGREGATE
Per cent by Weight Passing the Sieve
Zone I Zone II Zone III
10 mm 100 100 100
4.75 mm 90 - 100 90 - 100 90 - 100
2.36 mm 60 - 95 75 - 100 85 - 100
1.18 mm 30 - 70 55 - 90 75 - 100
600 micron 15 - 34 35 - 59 60 - 79
300 micron 5 - 20 8 - 30 12 - 40
150 micron 0 - 10 0 -10 0 - 10
Grade Designation
MATERIAL FOR STRUCTURE
TABLE 1000-3
STEEL
Bar Type conforming to
governing IS
Specification
S 240 IS : 432 Part I Mild
Steel Bar
220
Characteristic
Strength fy MPa
Elastic Modulus GPa
240 200
S 415 IS: 1786 High Yield
415 200
Strength Deformed
(a)
Bars (HYSD)
Patch Up materials shall be procured in sealed containers with certificates from the
agency who has supplied the fusion bonded epoxy bars.
(b) PVC coated G.I. binding wires of 18G shall only be used in conjunction with fusion
bonded epoxy bars.
(c) Chairs for supporting the reinforcement shall also be of fusion bonded epoxy coated bars.
(d) The cut ends and damaged portions shall be touched up with repair patch up material.
(e) The bars shall be cut by saw-cutting rather than flame cutting.
(f) While bending the bars, the pins of work benches shall be provided with PVC of plastic
sleeves.

(g) The coated steel shall not be directly exposed to sun rays or rains and shall be protected
with opaque polyethylene sheets or such other approved materials.
(h) While concreting, the workmen or trolleys shall not directly move on coated bars but can
move on wooden planks placed on the bars.
1010 WATER
(a) To neutralize 200 ml sample of water, using phenolphthalein as an indicator, it should
not require more than 2 ml of 0.1 normal NaOH.
(b) To neutralize 200 ml sample of water, using methy1 orange as an indicator, it should not
require more than 10 ml of 0.1 normal HCL.
(c) The permissible limits for solids shall be as follows when tested in accordance with IS :
3025
Organic 200 mg/lit
Inorganic 3000 mg/lit
Sulphates (SO4) 500 mg/lit
Chlorides (CL) 500 mg/lit *
Suspended matter 2000 mg/lit
221
Permissible Limits (max)
* In case of structures of lengths 30m and below,, the permissible limit of chlorides may
be increased up to 1000 mg/lit.
All samples of water (including potable water) shall be tested and suitable
measures taken where necessary to ensure conformity of the water to the requirements
stated herein.
(d) The pH value shall not be les than 6.
1012.1. General
1012. CONCRETE ADMIXTURES
a) Normal dosage and detrimental effects, if any, o under dosage and over dosage.
b) The chemical names of the main ingredients in the admixtures.
c) The chloride content, if any, expressed as a percentage by the weight of the admixture.
d) Values of dry material content, ash content and relative density of the admixture which
w\can be used for Uniformity Tests.
e) Whether or not the admixture leads to the entertainments of air when used as per the
manufacturer's recommended dosage, and if so to what extent.
f) Where two or more admixtures are proposed to be used in any one mix, confirmation as
to their compatibility.

g) There would be to increase in risk of corrosion of the reinforcement or other embedment
as a result of using the admixture.
1012.2. Physical and Chemical Requirements
(a) " Plasticizers " and "Super-Plasticizers" shall meet the requirements indicated for "
Water reducing Admixture"
(b) Except where resistance to freezing and thawing and to disruptive action of deicing salts
is necessary, the air content of freshly mixed concrete in accordance with the pressure
method given in IS:1199 shall not be more than 2 per cent higher than that of the
corresponding control mix and in any case not more then 3 per cent of the test mix.
(c) The chloride content of the admixture shall not exceed 0.2 per cent when tested in
accordance with IS:6925. In addition, the maximum permissible limit of chloride content
of all the constituents as indicated in Section 1700 shall also be observed.
(d) Uniformity tests on the admixtures are essential to compare qualitatively the composition
of different samples taken from batch to batch or from the same batch at different times.
The tests that shall be performed along with: permissible variations in the same are
indicated below:
- Dry Material Content : to be within 3 per cent and 5 per cent of liquid and
solid admixtures respectively of the value stated by the manufacturer.
- Ash content : to be within 1 per cent of the value stated by the
manufacturer.
Relative Density (for liquid admixtures) : to be within 2 per cent of the value stated by
the manufacturer.
(e) All tests relating to the concretes admixtures shall be conducted periodically at and
independent laboratory and compared with the data given by the manufacturer.
Type of
cement
used in casting
the pile
PILE FOUNDATIONS
TABLE 1100-1
TIME FOR CURING PRECAST PILES
Strike side-
shutters (hours)
Minimum periods from time of casting
End of wet curing
222
(days)
Lift from casting
bed (days)
Drive
(days)

Ordinary
Portland
Rapid
hardening
Portland
1116.1. Permissible Tolerances for Piles
i) Precast Concrete Piles :
ii) Driven Piles
iii) Bored Piles
24 7 10 28
12 7 7 10
1116 TOLERANCES
a) Variation in cross-sectional dimensions : + 5 mm
b) Variation in length : + 25 mm
c) Surface irregularities measured with 3 m straight edge : 5 mm
d) Bow for length in mm : Pile Length in mm 100
a) Variation in cross-sectional dimensions : + 50 mm, - 10 mm
b) Variation from vertical or specified rake : 1 in 50
c) Variation in the final position of the head in plan : 75 mm
d) Variation of level of top of piles : + 25 mm
a) Variation in cross-sectional dimensions : + 50 mm, - 10 mm
b) Variation from vertical or specified rake : 1 in 50
c) Variation in the final position of the head in plan : 50 mm
d) Variation of level of top of piles : + 25 mm
1116.2. Permissible Tolerances for Pile Caps
a) Variation in dimensions : + 50mm, -10 mm
b) Misplacement from specified position in plan : 15 mm
c) Surface irregularities measured with 3 m straight edge : 5 mm
d) Variation of levels at the top : + 25 mm
223

1508. REMOVAL OF FORMWORK
The scheme for removal of form work (i.e. de-shuttering and decentering) shall be
planned in advance and furnished to the Engineer for scrutiny and approval. No formwork or any part
thereof shall be removed without prior approval of the Engineer.
The Formwork shall be so removed as not to cause any damage to concrete. Centering
shall be gradually and uniformly lowered in such a manner as to permit the concrete to take stresses due
to its own weight uniformly and gradually to avoid any shock or vibration.
Where not specifically approved, the time of removal of formwork (when ordinary
Portland Cement is used without any admixtures at an ambient temperatures exceeding 10 degrees
Celsius) shall be as under:
a) Walls, piers, abutments, columns and : 12 to 48 hours as may be
vertical faces of structural members decided by the Engineer
b) Soffits of Slabs (with props left under) : 3 days
c) Props (left under slabs) : 14 days
d) Soffit of Girders (with props left under) : 7 days
e) Props (left under girders) : 21 days
Where there are re-entrant angles in the concrete sections, the formwork should be
removed at these sections as soon as possible after the concrete has set, in order to avoid cracking due to
shrinkage of concrete.
SRTRUCTURE OF CONCRETE
1703. GRADES OF CONCRETE
TABLE 1700 - 1.
Grade Designation Specified characteristic Compressive strength of
150 mm cubes at 28 days, in MPa
M 15 15
M 20 20
M 25 25
M 30 30
M 35 35
M 40 40
M 45 45
M 50 50
M 55 55
224

TABLE 1700-2 :
FOR BRIDGES WITH PRESTRESSED CONCRETE OR THOSE WITH INDIVIDUAL SPAN
LENGTHS MORE THAN 30 M OR THOSE THAT ARE BUILT WITH INNOVATIVE
DESIGN/CONSTRUCTION
(A) MINIMUM CEMENT CONTENT AND MAXIMUM WATER CEMENT RATIO
Structural Member Min. cement content for all
a) PCC members
b) RCC members
c) PSC members
exposure conditions
(kg./cu.m)
360
400
400
(B) MINIMUM STRENGTH OF CONCRETE
225
Max. water cement ratio
Exposure conditions
Normal Severe
0.45
0.45
0.40
Member Condition of Exposure
a) PCC members
b) RCC members
c) PSC member
Moderate Severe
M 25
M 35
M 35
TABLE 1700-3
M 30
M 40
M 40
FOR BRIDGES OTHER THAN THOSE MENTIONED IN TABLE 1700-2 AND FOR
CULVERTS AND OTHER INCIDENTAL CONSTRUCTION.
(A) MINIMUM CEMENT CONTENT AND MAXIMUM WATER CEMENT RATIO
Structural
Member
a) PCC
members
b) RCC
members
Min. cement content kg/cu.m) Max. water cement ratio
Exposure condition Exposure condition
Normal Severe Normal Severe
250
310
310
400
0.50
0.45
0.45
0.40
0.45
0.40
0.40

(C) MINIMUM STRENGTH OF CONCRETE
Member
a) PCC members
b) RCC members
226
Condition of Exposure
Moderate Severe
M 15
M 20
NOTES APPLICABLE TO TABLES 1700-2 AND 1700-3
M 20
M 25
(i) The minimum cement content is based on 20 mm aggregate (nominal max. size). For 40 mm
and larger size aggregates, it may be reduced suitably but the reduction shall not be more than 10
per cent.
(ii) For underwater concreting, the cement content shall be increased by 10 per cent.
(iii) Severe conditions of exposure shall mean alternate wetting and drying due to sea spray,
alternate wetting and drying combined with freezing and buried in soil having corrosive effect.
(iv) Moderate conditions of exposure shall mean other that those mentioned in (iii) above.
The cement content shall be as low as possible but not less than the quantities specified above.
In no case shall it exceed 540 kg/cu.m. of concrete.
1704.1. Requirements of Consistency
toto Table 1700-4.
type Slump(mm)
1 (a) Structures with exposed inclined surface requiring low slump concrete 25
to allow proper compaction
(b) Plain cement concrete 25
2. RCC structures with widely spaced reinforcements; e.g. solid columns,
piers, abutments, footings, well steining
3. RCC structures with fair degree of congestion of reinforcement; e.g. pier
and abutment caps, box culverts well curb, well cap, walls with thickness
greater than 300 mm
4. RCC and PSC structures with highly congested reinforcements e.g. deck
slab girders, box girders, walls with thickness less than 300 mm
5. Underwater concreting through tremie e.g. bottom plug, cast-in-situ
piling
40 - 50
50 - 75
75 - 125
100 - 200

1704.2 Requirements for Designed Mixes
1704.2.1 Target mean Strength
(i) The Current margin for a concrete mix shall be determined by the Contractor and shall be taken
as 1.64 times the standard deviation of sample test results taken from at least 40 separate batches of
concrete of nominally similar proportions produced at site by the same plant under smilar
supervision, over a period exceeding 5 days, but not exceeding 6 months.
(ii) Where there is insufficient data to satisfy the above, the current margin for the initial design
mix shall be taken as given in Table 1700-5 :
174.2.3 Control of Strength of design mixes
a) Adjustment to Mix Proportions.
Adjustment to mix proportions arrived at in the trial mixes shall be made subject to the
Engineer's approval, n order to minimize the variability of strength and to maintain the target
mean strength. Such adjustments shall not be taken to imply any change in the current margin.
b) Change of Current Margin
When required by the Engineer, the Contractor shall recalculate the current margin in accordance
with Clause 1704.2.1 The recalculated value shall be adopted as directed by the Engineer, and it
shall become the current margin for concrete produced subsequently.
c) Additional Trial Mixes
During production, the Contractor shall carry out trial mixes and tests, if required by the
Engineer, before substantial changes are made in the material or in the proportions of the
materials to be used, except when adjustments to the mix proportions are carried out in
accordance wit sub-clause (a) above.
TABLE 1700-6
PROPORTION FOR NOMINAL MIX CONCRETE
Concrete Total Quantity of dry aggregate by mass per 50 Proportion of fine to Coarse
Grade kg of cement to be taken as the sum of individual
masses of fine and coarse aggregates (kg)
aggregate (by mass)
M 15 350 Generally 1:2, subject to upper
limit 1:1:5 and lower limit of 1:2:5
M 20 250 _____ do ____
227

Table 1700- 7.
1706. Size on Coarse Aggregate
Components Maximum Nominal Size of Coarse Aggregate
(mm)
i) RCC well curb 20
ii) RCC/PCC well steining 40
iii) Well cap or Pile Cap Solid type piers
40
and abutments
iv) RCC Work in girders, slabs, wearing
coat, kerb, approach slab, hollow piers
and abutments, pier/abutment caps, piles
v) PSC work 20
vi) Any other item As specified by Engineer
Soil
Rock
TABLE 1700 - 8
MINIMUM FREQUENCY OF SAMPLING OF CONCRETE OF EACH GRADE
Quantity of Concrete in work, m 3 No. of Samples
1 - 5 1
6 - 15 2
16 - 30 3
31 - 50 4
51 and above 4 plus one additional sample for each
additional 50 m 3 or part thereof
2400 - SURFACE AND SUB-SURFACE GEOTECHNICAL EXPLORATION
2404- EXPLORATION FOR BRIDGE FOUNDATIONS RESTING ON ROCK
2405- BORING
2407 - METHODS OF SAMPLING
There are two types of sample viz. (a) Disturbed sample (b) Undisturbed sample. The usual
methods for sampling conforming to IS : 1892 and IS:2132 are given below :-
Nature of Ground Type of Sample Method of Sampling
Disturbed
Hand Samples
Auger Samples
Shell Samples
Undisturbed
Hand Samples
Tube Samples
Disturbed
Undisturbed
228
20
Wash Samples from percussion
or rotary drilling
Cores

2.
3.
TABLE 2400-1 SIZE OF SOIL SAMPLE REQUIRED
S.NO. PURPOSE OF SAMPLE SOIL TYPE WEIGHT OF SAMPLE
REQUIRED Kg.
1. Soil identification,
Cohesive soils 1
natural moisture
Sands and
content tests,
mechanical analysis
and index properties,
chemical tests
Gravels
3
Compression tests
Comprehensive examination of
construction material any borrow
area soil including soil
stablisation
Cohesive soils
and sand
Cohesive soils
and sands
Gravelly soil
229
12.5
25 - 50
50 - 100
2412- TESTING OF MATERIAL FOR GUIDE BUND AND HIGH EMBANKMENT AND ITS
FOUNDATIONS
S.
No.
1.
1
1
2.
TABLE 2400-2 SHEAR STRENGTH TESTS FOR STABILITY ANALYSIS
Stage in Life of Strength
Shear Test Type of
Embankment Parameters
Analysis
(a) During
Unconsolidated undrained
Total
construction or
triaxial shear test on
stress
immediate postconstruction
cuu,
¸Φuu
undisturbed samples and on
compacted embankment
material
analysis
(b) -- do --
(c) During
construction of
immediate post-
construction
Long term stability
Su
C "Φ"
C "Φ"
Unconfined compression test
in laboratory or vane shear
test
Consolidated undrained test
with pore-pressure
measurement on as
compacted soil samples of
embankment materials and
on undisturbed samples
-- do --
-- do --
Effective
stress
analysis
-- do –
2412.4 - LABORATORY INVESTIGATION OF EMBANKMENT MATERIAL
S.NO. TEST TEST METHOD
i)
ii)
iii)
iv)
Gradation Test (Sieve Analysis)
Atterberg Limit Test
Standard Proctor Test
Natural Moisture Content
IS: 2720 (Part 4)
IS: 2720 (Part 5)
IS: 2720 (Part 7)
IS: 2720 (Part 2)

USEFUL DATA
1. Areas & Weights of Steel
a) Mild Steel Round Bars
Dia in mm Area Sq. cm. Weight Kg/M Perimeter Cms.
6 0.283 0.222 1.887
8 0.503 0.395 2.514
10 0.785 0.617 3.143
12 1.131 0.888 3.771
16 2.011 1.578 5.028
18 2.545 2.000 5.657
20 3.142 2.466 6.286
22 3.801 2.984 6.914
25 4.909 3.853 7.857
28 6.157 4.830 8.800
32 8.042 6.313 10.057
40 12.566 9.684 12.571
b) High Tensile Steel
Dia in mm Area Sq. cm. Weight Kg/M Perimeter Cms.
3 0.070 0.056 0.943
5 0.196 0.154 1.571
7 0.385 0.302 2.200
8 0.503 0.395 2.514
c) H.T. Cables each containing 12 wires
Dia of wire in mm Total area of H.T. Sq. Cm. Weight Kg/M
3 2.352 1.848
5 4.620 3.624
8 6.036 4.740
d) Structural steel (Sections which are normally required in bridge works)
Types Section Size in M.M. Weight Kg./M.
Angle 40 x 40 x 6 3.500
50 x 50 x 6 4.500
75 x 75 x 6 6.800
75 x 75 x 10 11.000
100 x 100 x 6 11.000
100 x 100 x 10 14.900
130 x 130 x 10 19.700
130 x 130 x 12 23.400
Tee 100 x 100 x 10 15.00
Channel 75 x 40 x 6 5.700
e) Structural Flats (Sections which are normally required in bridge works)
Thickness of Plate Weights Kg./M.
1 M.M. 0.00078
2 M.M. 0.00156
3 M.M. 0.00235
6 M.M. 0.00470
10 M.M. 0.00783
12 M.M. 0.00940
20 M.M. 0.01566
25 M.M. 0.01957
230

2. Weight of Materials for construction (as per IS:875 (Part I) 1987)
S.No. Material Unit Metric Weights in Kg.
1 Cement Cum. 1440
2 Steel
3 a) Mild Steel Cu.Cm. 0.0078
4 b) Cast Steel Cu.Cm. 0.0078
5 c) H.T. Steel Cu.Cm. 0.0078
6 Stainless Stel Cu.Cm. 0.0078
7 Lead Cu.Cm. 0.0113
8 Copper Cu.Cm. 8.94
9 Plain Cement Concrete Cum. 2400
10 RCC Cum. 2700
11 Stone Masonry Rubble Cum. 2100
12 Bricks Cum. 1920
13 Brick Masonry Cum. 2240
14 Timber Cum. 720
15 Sand, river Cum. 1840
16 Sand, dry Cum. 1600
17 Sand, wet Cum. 2000
18 Sand with gravel, dry Cum. 1650
19 Wood – Fuel Cum. 350
20 Coarse aggregate, dry &
well shaken
Cum. 1870
21 Coarse aggregate,
perfectly wet
Cum. 2240
22
Stone Cum. 2200
23 Earth, dry Cum. 1840
24 Earth, loose Cum. 2000
25 Bitumen Cum 10.4
For all other items please refer IS:875 (Part I) 1987.
231

3. Conversion Factors.
Top Convert Into Multiply by
Inch
Millimeter
25.40
0.039
Inch
Centimeter
2.540
0.3937
Foot
Meter
0.3048
3.2808
Mile
Kilometer
1.609
0.621
Square Inch
Sq. Centimeter
6.4516
0.155
Square Foot
Square Meter
0.0929
10.764
Acre
Hectare
0.4047
2.471
Sq.Mile
Sq. Kilometer
2.590
0.386
Cubic Inch
Cu. Centimeter
16.387
0.0161
Cubic Foot
Cubic Meter
0.0283
35.3147
Gallon (Imp.)
Litre
4.546
0.220
Pound
Kilogram
0.4536
2.2046
Ton
Tonne
1.0160
0.9842
Lbs. Per Sq. Inch Kg. Per Sq. Cm.
0.0703
14.223
Ton Per Sq. Foot Tonne Per Sq. M.
10.937
0.0914
To obtain From Multiply by
MAINTENANCE OF BITUMINOUS SURFACING
The type of defects in bituminous surfacing are grouped under four categories.
a) Surface defects which include fatty surfaces smooth surfaces, streaking and hungry/dry
surfaces.
b) Cracks which cover hairline cracks, alligator cracks, longitudinal cracks, edge cracks,
shrinkage cracks and reflection cracks.
c) Deformation defects, which comprise of slippage rutting, corrugation, shoving, shallow
depressions and settlements.
d) A disintegration defect, which consists of stripping, loss of aggregates, reveling, pot-holes
and edge breaking.
The general cause and remedies for these defects are given as below :
a) Surface Defects
Natural Defect Cause Remedy
Fatty surfaces Excess bitumen, soft grad of
bitumen, non-uniform spraying
and loss of cover aggregates as
in surface dressing, heavy axle
loads.
Smooth surfaces Polishing of aggregates by
traffic, excess binder.
Streaking (alternate lean and rich
lines of bitumen in surface
dressing) in longitudinal/
transverse direction. Hungry /
Dry surfaces.
Non-uniform application of
binder, low temperature of
binder, manual spraying,
mechanical faults during
spraying.
Use of insufficient binder, use
of absorptive aggregates, loss
of aggregates from surface.
232
Apply hot dry cover aggregates
or sand and roll gently for
removal of excess binder; burn
it, if necessary or relay area
affected.
Resurface with premix carpet
using hard aggregates or with
slurry seal.
Apply new surface dressing
with proper care in spraying of
bitumen.
Apply slurry seal, or for
emergency repair apply for
seal.

) Cracks
Hair-line cracks (fine cracks at
close intervals)
Alligator cracks
(intercorrected cracks forming a
series of blocks)
Longitudinal cracks (at the joint
between pavement and shoulder
or at the joint between two
paving lanes)
Edge cracks (parallel to outer
edge of pavement 0.3 to 0.5m.
inside)
Shrinkage cracks (transverse
direction or inter-connected
cracks in large blocks)
Reflection cracks (usually in
over lays over cement concrete
or badly cracked bituminous
base)
c) Deformation defects
Slippage (between top layer and
layer below accompanied by
crescent-shaped. Cracks in
direction of the thrust of wheels).
Rutting (Longitudinal
depressions or grooves in wheel
tracks)
Corrugations (Regular
undulations causing shallow
wavy surface).
Shoving (plastic movement
within surface resulting in
localized bulging of surface,
occurring commonly at bus
stops, intersections, sharp
Insufficient bitumen, excess
filler, compacting when too hot,
over compaction
Excessive movement of base or
sub-base layer, base saturation,
excessive leads over weathered
surfacing, inadequate pavement
thickness.
Contraction or movement of
sub-grade beneath shoulder,
lane joint crack due to weak
joint or differential frost heave
along centre-line.
Lack of lateral support from
shoulder, poor surface drainage,
base saturation shrinkage, frost
heave inadequate pavement
width.
Shrinkage of bituminous layer
caused by volume change of
bituminous mix with high
content of hard bitumen, lack of
traffic.
Due to joints and cracks in the
pavement layer underneath.
Lack of bond between layers
due to omission or inadequacy
of tack coat or prime coat, dust
or moisture in between layers,
heavy thrust by traffic.
Heavy Channelized traffic, low
stability of mix due to
inadequate compaction, weak
pavement, high intensity of load
stress as from bullock carts,
plastic deformation.
Lack of stability in mix, excess
binder/fines, soft bitumen, poor
aggregate interlock, oscillations
set up by vehicles, frequent
braking of vehicles, faulty
laying of mix.
Lack of stability of mix, excess
binder/fines, softer grade of
bitumen, lack of bond between
layers, heavy traffic with
frequency braking, sharp
233
Apply fog-seal with bitumen,
cutback bitumen or bitumen
emulsion
Fill crack with bitumen
emulsion or cutback bitumen
and apply slurry seal or sandbitumen
mix, install drainage.
Fill and seal cracks with
cutback bitumen or bitumen
emulsion, apply sand-bitumen
mix, if cracks are wider than
3mm.
Rectify drainage system,
provide hard and paved
shoulders, fill cracks and lay
premix carpe with seal-coat, if
edge of the pavement has
settled, bring it upto the desired
grade with plant mix patching
material
Apply slurry seal or sand-
bitumen mix for filling such
cracks.
Fill cracks and seal suitably
depending on size of crack.
Apply a crack relief layer for
prevention of such cracks.
Remove affected area, apply
tack coat and punch with
premix.
Full ruts with premix carpet and
compact. Relay affected portion
with bituminous mix of good
stability if necessary.
Scarify and relay the surface,
cut high spots and fill low
spots. Use heater-planner to
rectify defects.
Remove affected portion and
relay with-premix carpet and
compact.

curves, steep gradients). negotiation of curves and
gradients
Shallow depressions (localized Heavier traffic, settlement of
and limited in size) dipping lower pavement layers, poor
about 25mm or more below
desired profile.
construction method.
Settlement (large localized Poor compaction of fill, poor
deformation which may or may drainage ion lower layer,
not be generally followed by inadequate pavement thickness,
extensive cracks)
frost heave or swelling effect of
moisture on expansive soil.
d) Disintegration defects
Stripping (loss of adhesion
between binder and aggregates
in presence of water)
Loss aggregates (as in surfacedressing)
Raveling (progressive
disintegration of premix carpet
by loss of aggregates)
Pot-holPes (bowl shaped holes
of varying sizes on surface and
extending to base course
resulting from localized
disintegration)
Softer grade bitumen, siliceous
type of aggregates, rain, soon
after laying of surface.
Non uniform spraying of
binder, delayed spreading of
aggregates, traffic soon after
laying, insufficient binder,
ageing of binder.
Insufficient binder, ageing of
binder, overheated bituminous
mix, improper coating, inferior
aggregates, lack of compaction
while laying, construction
during cold weather.
Poor surface drainage, localized
defects in bituminous mix,
insufficient binder, insufficient
layer thickness.
Edge breaking (frayed edges) Infiltration of water, softening
of foundation, worn-out
shoulders with insufficient side
support, inadequate thickness at
edge.
CARRIAGEWAY MARKING
234
Fill with premix carpet and
compact to desired grade and
profile.
Excavate defective fill,
reconstruct under controlled
conditions to required
thickness, provide adequate
drainage, strengthen the
pavement if required.
Use anti- stripping agent in
suitable doses in case of
siliceous aggregates, use of
proper grade of bitumen for
coating, and provide adequate
surface drainage.
Apply liquid seal, fog-seal or
slurry-seal. Relay, if necessary
with liquid seal with proper
quality control.
If raveling if not extensive
provide surface dressing, sand
bitumen mix or slurry seal. For
extensive raveling, apply
renewal coat of premix carpet.
Fill pot holes with premix
carpet, after cutting these to
regular size and applying tack
coat. Fill deep pot holes with
bituminous penetration
macadam or storable mix.
Relay shoulders with good
materials and compact provide
adequate drainage.
A broken line shall be used for centre line on two and three lane road, and for traffic lane lines. These
line are for guidance of the drivers and may be crossed at their discretion.
Longitudinal solid lines are used as guiding of regulating lines and are not meant to be crossed by the
driver.
Line to be provided on 2 or more lanes.
a) Road with restricted visibility White centre line to be solid.
b) 4 lane undivided road White centre line to be solid.
c) Edges of road Yellow line to be solid 20-30 cm.h wide 15 cm. from

edge in respect of 2 lane road.
Yellow line to be solid 15 cm. wide 15 cm. from edge
for edge for multi lane road with central verge.
Carriageway width transition White centre line solid 10 cm. thick with converging
Lines solid 10cm. thick for a length of 20 times the
offset distance yellow edge line 30 cm. wide.
Stop Stop line indicates where vehicles should stop when
Directed by a traffic officer or a traffic controlled device
on urban and sub urban roads.
2.0 to 3.0 m. from 20 cm. wide located from pedestrian
crossing on rural roads. Solid 30.00 cm. wide.
1.25 to 9.0 m. from nearest carriageway of the
intersecting road.
Pedestrian crossing Width pedestrian crossing 4.0 m.
White 10 cm. wide lines 20 cm. c/c.
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