Table Bill of

Name : Quantities

Item Code Measurem

Item no. Group Description of Item Quantity
(if any) ent Unit

1 Road 3.07.1 PS: Supplying and laying sqm 80.1

Works of single layer polythene
sheet weighing one
kilogram per 6.5 square
meter in floor or any where
below cement concrete
complete in all respect and
accepted by Engineer-in-
charge.
2 Bridge 4.05.01.01. Earth work in excavation cum 102.128
Works 01 of foundation of structures
by mechanical (Hydraulic
excavator - Long Boom)/
manual means in all sorts
of soil up to specified
depth in accordance with
requirements of lines,
grades, cross sections and
elevation as shown in the
drawing including setting
out, removal of stumps,
logs, boulders and other
deleterious materials,
providing necessary tools
and plants, construction of
shoring and bracing,
cleaning the excavated
materials to a safe
distance out of the site
premises, cut to a firm
surface including pumping/
bailing out water, removal
of spoils to a safe
distance, dressing of sides
and bottom and backfilling
of trenches up to original
level with approved
material etc. all complete
as per approval of E-I-C.
Contractor shall get
acquainted with site
conditions, nature of soil
and adopt suitable
adequate dewatering
system as deemed fit for
the nature of soil and
prevailing water table to
get the surface reasonably
dry for laying PCC at the
time of execution so that
3 Bridge 4.06.01.01 Sand filling on the cum 12.015
Works prepared foundation bed
with sand of specified FM
in layers not more than
150mm thick including
necessary carriage,
leveling, watering and
ramming to achieve
minimum dry density
(MDD) of 95% STD
compaction with optimum
moisture content (OMC)
by ramming each layer up
to finished level as per
direction of E-I-C. Sand of
Minimum FM 0.8
4 Bridge 4.06.02 Single layer brick flat sqm 80.1
Works soling with 1st class or
picked kiln burnt bricks in
foundation, filling the
interstices tightly with sand
of minimum FM 0.50,
watering, leveling,
dressing, etc. all complete
as per instruction of the E-
I-C.
5 Bridge 4.09.03.01 RCC-25SCCM: Reinforced cum 12.015
Works cement concrete work with
minimum cement content
relates to mix ratio 1:1.5:3
and maximum water
cement ratio 0.4 having
minimum required average
strength, f'cr = 33.5 MPa
and satisfying a
compressive strength f'c =
25 MPa at 28 days on
standard cylinders as per
standard practice of Code
AASHTO/ ASTM and
cement conforming to BDS
EN 197-1 : 2003 CEM II/A-
L/M/V/W 42.5N, high
range water reducing
admixture of complying
type A or F under ASTM C
494 (Doses of admixture
to be fixed by the mix
design), sand of minimum
FM 2.5 and 20mm down
well graded crushed stone
chips broken from
boulders (Preferably stone
chips from Madhyapara,
Dinajpur, LAA value not
exceeding 30) conforming
to ASTM C33 including
breaking chips, screening
through proper sieves,
cleaning, placing shutter in
position, making shutter
water-tight properly,
placing reinforcement in
position, mixing in
standard mixture machine
with hoper, maintaining
allowable slump of 75mm
6 Bridge 4.09.03.02. RCC-25SCCM: Reinforced cum 24.03
Works 01 cement concrete work with
minimum cement content
relates to mix ratio 1:1.5:3
and maximum water
cement ratio 0.4 having
minimum required average
strength, f'cr = 33.5 MPa
and satisfying a
compressive strength f'c =
25 MPa at 28 days on
standard cylinders as per
standard practice of Code
AASHTO/ ASTM and
cement conforming to BDS
EN 197-1 : 2003 CEM II/A-
L/M/V/W 42.5N, high
range water reducing
admixture of complying
type A or F under ASTM C
494 (Doses of admixture
to be fixed by the mix
design), sand of minimum
FM 2.5 and 20mm down
well graded crushed stone
chips broken from
boulders (Preferably stone
chips from Madhyapara,
Dinajpur, LAA value not
exceeding 30) conforming
to ASTM C33 including
breaking chips, screening
through proper sieves,
cleaning, placing shutter in
position, making shutter
water-tight properly,
placing reinforcement in
position, mixing in
standard mixture machine
with hoper, maintaining
allowable slump of 75mm
7 Bridge 4.09.03.05. RCC-25SCCM: Reinforced cum 12.015
Works 01 cement concrete work with
minimum cement content
relates to mix ratio 1:1.5:3
and maximum water
cement ratio 0.4 having
minimum required average
strength, f'cr = 33.5 MPa
and satisfying a
compressive strength f'c =
25 MPa at 28 days on
standard cylinders as per
standard practice of Code
AASHTO/ ASTM and
cement conforming to BDS
EN 197-1 : 2003 CEM II/A-
L/M/V/W 42.5N, high
range water reducing
admixture of complying
type A or F under ASTM C
494 (Doses of admixture
to be fixed by the mix
design), sand of minimum
FM 2.5 and 20mm down
well graded crushed stone
chips broken from
boulders (Preferably stone
chips from Madhyapara,
Dinajpur, LAA value not
exceeding 30) conforming
to ASTM C33 including
breaking chips, screening
through proper sieves,
cleaning, placing shutter in
position, making shutter
water-tight properly,
placing reinforcement in
position, mixing in
standard mixture machine
with hoper, maintaining
allowable slump of 75mm
8 Bridge 4.11.01.02. Supplying and fabrication kg 3911.188
Works 01 of Ribbed or deformed bar
reinforcement for all types
of RCC work including
straightening, removing
ruts, cleaning, cutting,
hooking, bending, lapping
and/or welding wherever
required as directed,
placing in position, tieing
with 22 BWG black
annealed binding wire
(PVC coated in case of
FBEC rebar) double fold,
cost of binding wire and
anchoring to the adjoining
members wherever
necessary, supplying and
placing with proper cover
blocks (1:1), supports,
chairs, spacers, splices or
laps etc. including cost of
all materials, cost of
labour, cost of equipment
& machinery, loading and
unloading, transportation,
all other incidental charges
and work at all leads and
lifts etc. to complete the
work as per design,
drawing, specifications
and direction of the E-I-C.
Measurement relating to
nominal mass, dimensions
and tolerances of various
types of steel shall
conform to relevant BDS/
ASTM codes.
Reinforcement shall be
measured only in lengths
of bar as actually placed in
 Total Total
Unit Price Unit Price
Price Price

In figures In Words In Figures In Words

(BDT) (BDT) (BDT) (BDT)
Fill By Auto Auto Auto
Tenderer/C
onsultant -
Money
Positive(3
digits after
decimal)
Fill By Auto Auto Auto
Tenderer/C
onsultant -
Money
Positive(3
digits after
decimal)
Fill By Auto Auto Auto
Tenderer/C
onsultant -
Money
Positive(3
digits after
decimal)
Fill By Auto Auto Auto
Tenderer/C
onsultant -
Money
Positive(3
digits after
decimal)
Fill By Auto Auto Auto
Tenderer/C
onsultant -
Money
Positive(3
digits after
decimal)
Fill By Auto Auto Auto
Tenderer/C
onsultant -
Money
Positive(3
digits after
decimal)
Fill By Auto Auto Auto
Tenderer/C
onsultant -
Money
Positive(3
digits after
decimal)
Fill By Auto Auto Auto
Tenderer/C
onsultant -
Money
Positive(3
digits after
decimal)

Fill By Auto Auto Auto

Tenderer/C
onsultant -
Money
Positive(3
digits after
decimal)
Table Bill of
Name : Quantities

Unit Price
Item Code Measurem
Item no. Group Description of Item Quantity
(if any) ent Unit
In figures
(BDT)
1 General, 1.02 Project Profile sqm 1.08 Fill By
Site Signboard: Providing Tenderer/C
Facilities and fixing of typical onsultant -
and Safety project profile Money
signboard as per Positive(3
direction of E-I-C, to digits after
be placed at a decimal)
suitable place of the
site including
submission of
proposals for the
materials & size of the
signboards
(recommended size:
1800mm x 1200 mm
with 2 nos. 75mm dia.
MS post, outer &
inner frames of board
shall be 50mm x
50mm x 5mm &
25mm x 25mm x 5
mm respectively ) and
text layout to the
engineer for approval
which will be
positioned as directed
by the engineer and
removing the same on
completeion of the
works or as instructed
by the E-I-C. Sheeting
will be made of
encapsulated lens
with retro-reflective
type and messages/
borders will be screen
printed. The text shall
mention among
others the name of
the project, name of
the implementing
2 General, 1.16 Supplying, fitting and sqm 0.45 Fill By
Site fixing 18mm thick Tenderer/C
Facilities marble Name plate onsultant -
and Safety including cost of Money
materials, labour, Positive(3
form work, engraving digits after
neatly the approved decimal)
Sample given by the
engineer etc.
complete as per
drawings and
direction of the
Engineer-in-charge.
3 Environme 14.01.02 Drinking Water LS 1 Fill By
ntal and Facilities: Providing Tenderer/C
Occupation continuous adequate onsultant -
al Safety drinking water supply Money
Works at worksite and site Positive(3
office as well by digits after
installing necessary decimal)
tube-well/s where
applicable or any
other means
depending on local
situation, also
providing essential
arrangement for
storing drinking water
by supplying portable
best quality water
tank equivalent to
Gazi/Padma of
adequate capacity
depending on the
number of users,
including supplying 1
(one) no. best quality
water filter of
minimum capacity 30
liters with necessary
kits, etc. all complete
as per satisfaction
and direction of the
Engineer-in-charge,
all relevant goods and
equipment under this
item shall be property
of the contractor and
payment will be made
after 100%
completion of the
contract successfully.
4 Earth 2.02.3.04 EFW(CE): Earth filling cum 748.8 Fill By
Works in work with specified Tenderer/C
Road soil in any type of onsultant -
Embankme embankment, where Money
nt earth shall be carried Positive(3
by truck/boat or any digits after
other means, supplied decimal)
at contractor's own
cost including royalty,
cutting, carrying, filling
and compacting to
85%/95%/98% of
Maximum Dry Density
(MDD) at Optimum
Moisture Content
(OMC), with reference
to laboratory density
test AASHTO
standard hammer by
throwing earth in
layers not more
than150mm in proper
alignment, grade,
camber and side
slope in all types of
soil except rocky,
gravelly and slushy
including benching
not more than 300mm
in vertical and 600mm
in horizontal steps
along the sides while
widening any
embankment, with
clod breaking to
maximum size of
100mm, benching the
side slopes, removing
roots and stumps of
trees of girth upto
200mm and other
5 Road 3.02.1.4 SB for Uni-Paver: cum 62.4 Fill By
Works Providing compacted Tenderer/C
Sand Bedding over onsultant -
the finished base Money
course, including Positive(3
supplying well graded digits after
sand of minimum decimal)
FM=2.5, free from
dust, earth, other
vegetation, foreign
materials, etc.,
including spreading
sand uniformly of
specified loose
thickness on finished
road surface
maintaining grade,
camber and super
elevation, local
handling, booming,
watering, to bring
moisture content ± 3%
of OMC & compacting
by appropriate
mechanical means to
obtain a minimum
design compaction,
etc. all complete in all
respect as per
drawing, specification,
direction and
accepted by the
Engineer-in-charge.
6 Road 3.05.1.3 S&SBC: Supplying cum 207.482 Fill By
Works and spreading 1st Tenderer/C
class and picked brick onsultant -
chips (LAA value not Money
exceeding 40) Positive(3
including cost of digits after
bricks carrying decimal)
breaking into
specified sizes
including screening &
spreading uniformly
on the road surface
maintaining grade,
camber and super
elevation, etc. all
complete as per
direction of the E-I-C.
50mm downgraded
7 Road 3.05.6.01 CWBM(iSSM): Labour cum 156.001 Fill By
Works charge for compacted Tenderer/C
WBM base course onsultant -
with crusher run Money
aggregate made of Positive(3
well burnt picked and digits after
1st class bricks or decimal)
stone having
compacted thickness
as per specifications
including local
handling, hand
packing, watering, dry
rolling followed by wet
rolling in layers of
specified loose
thickness with 8~10
tonne road roller to
attain each layer's
minimum soaked
CBR 80% or Design
CBR at specified
degree of compaction
including supplying
choking/screening
material as filler
material
@0.012cum/sqm or
as required etc. all
complete as per
direction of the
Engineering-in-
charge. After
adequate dry rolling,
spreading of
choking/screening
material on the
surface, sprinkling of
water and rolling is to
be continued until all
the voids are filled,
8 Road 3.09.15.09 Uni-Block Paver: sqm 1040 Fill By
Works Supplying and laying Tenderer/C
factory made cement onsultant -
concrete interlocking Money
high strength as Positive(3
specified paver digits after
universal uni-block decimal)
made by block
making machine with
mechanically
compressed with high
load- bearing
capacity, enriched
weather resistance,
the low water
absorption capacity of
standard thick and
approved
design/shape, size in
required long lasting
colour, texture and
pattern conforming
BS-6717 or as
specified approved by
the E-I-C, laid over
the prepared sand
bedding layer
maintaining
grade,camber and
super-elevation,
including cleaning etc.
all complete in all
respect as per
drawing, specification,
direction and
accepted by the
Engineer-in-charge.
Cost included all
materials, their
carriages, hire
charges of
Minimum
Compressive
Strength: 35MPa
9 Road 3.09.15.10 Uni-Block Paver: sqm 1040 Fill By
Works Supplying and laying Tenderer/C
factory made cement onsultant -
concrete interlocking Money
high strength as Positive(3
specified paver digits after
universal uni-block decimal)
made by block
making machine with
mechanically
compressed with high
load- bearing
capacity, enriched
weather resistance,
the low water
absorption capacity of
standard thick and
approved
design/shape, size in
required long lasting
colour, texture and
pattern conforming
BS-6717 or as
specified approved by
the E-I-C, laid over
the prepared sand
bedding layer
maintaining
grade,camber and
super-elevation,
including cleaning etc.
all complete in all
respect as per
drawing, specification,
direction and
accepted by the
Engineer-in-charge.
Cost included all
materials, their
carriages, hire
charges of
10 Road 3.09.16.2 KS-35MPa(RW): cum 62.402 Fill By
Works Supplying and Fixing Tenderer/C
factory made cement onsultant -
concrete Pre Cast Money
kerb stone of Positive(3
specified size as per digits after
approved drawing and decimal)
design for side of
footpath/median/road
island etc. using
20mm downgraded
Stone Chips of LAA
value =30%, sand
(FM >=2.8) and
minimum cement
conforming to BDS
EN 197-1 : 2003
CEM-II/A-M 42.5N
content relates to
minimum mix ratio
1:1.2:2.3 satisfying
specified minimum
required average
strength, f'cr = 45
Mpa and satisfying a
compressive strength
f'c = 35 Mpa at 28
days on standard
cylinders,kerb stone
should be made by
specified machine
with mechanically
compressed with high
load-bearing
capacity,enriched
weather resistance,
the low water
absorption capacity of
standard thick and
approved
design/shape,size in
11 Road 3.10.01.2 HBPMM: Preparation sqm 2080 Fill By
Works of hard bed by Tenderer/C
scarifying and onsultant -
loosening of existing Money
top (bituminous) Positive(3
surface, including digits after
base/sub-base course decimal)
materials up to the
depth of 75mm
(minimum) using
mechanical means,
breaking dismantled
material into specified
sizes (less than
40mm), with
supplying of extra
fresh base course
materials of required
specification (if
required) including
spreading, leveling,
dressing of loose
material uniformly for
maintaining camber &
grade, watering if
needed, rolling with 8
to 10 MT road roller to
give compaction to
100% of MDD as
obtained by standard
proctor test etc. all
complete in all
respect as per
direction of the
Engineer-in-charge.
(Rate is excluding the
cost of additional
material supplied)

Fill By
Tenderer/C
onsultant -
Money
Positive(3
digits after
decimal)
 Total Total
Unit Price
Price Price

In Words In Figures In Words

(BDT) (BDT) (BDT)
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Table Bill of
Name : Quantities

Unit Price
Item Code Measurem
Item no. Group Description of Item Quantity
(if any) ent Unit
In figures
(BDT)
1 Road 3.07.1 PS: Supplying and sqm 252 Fill By
Works laying of single layer Tenderer/C
polythene sheet onsultant -
weighing one kilogram Money
per 6.5 square meter in Positive(3
floor or any where digits after
below cement concrete decimal)
complete in all respect
and accepted by
Engineer-in-charge.
2 Bridge 4.05.01.01. Earth work in cum 321.3 Fill By
Works 01 excavation of Tenderer/C
foundation of structures onsultant -
by mechanical Money
(Hydraulic excavator - Positive(3
Long Boom)/ manual digits after
means in all sorts of soil decimal)
up to specified depth in
accordance with
requirements of lines,
grades, cross sections
and elevation as shown
in the drawing including
setting out, removal of
stumps, logs, boulders
and other deleterious
materials, providing
necessary tools and
plants, construction of
shoring and bracing,
cleaning the excavated
materials to a safe
distance out of the site
premises, cut to a firm
surface including
pumping/ bailing out
water, removal of spoils
to a safe distance,
dressing of sides and
bottom and backfilling of
trenches up to original
level with approved
material etc. all
complete as per
approval of E-I-C.
Contractor shall get
acquainted with site
conditions, nature of soil
and adopt suitable
adequate dewatering
system as deemed fit
3 Bridge 4.06.01.01 Sand filling on the cum 37.8 Fill By
Works prepared foundation Tenderer/C
bed with sand of onsultant -
specified FM in layers Money
not more than 150mm Positive(3
thick including digits after
necessary carriage, decimal)
leveling, watering and
ramming to achieve
minimum dry density
(MDD) of 95% STD
compaction with
optimum moisture
content (OMC) by
ramming each layer up
to finished level as per
direction of E-I-C. Sand
of Minimum FM 0.8
4 Bridge 4.06.02 Single layer brick flat sqm 252 Fill By
Works soling with 1st class or Tenderer/C
picked kiln burnt bricks onsultant -
in foundation, filling the Money
interstices tightly with Positive(3
sand of minimum FM digits after
0.50, watering, leveling, decimal)
dressing, etc. all
complete as per
instruction of the E-I-C.
5 Bridge 4.09.03.01 RCC-25SCCM: cum 37.8 Fill By
Works Reinforced cement Tenderer/C
concrete work with onsultant -
minimum cement Money
content relates to mix Positive(3
ratio 1:1.5:3 and digits after
maximum water cement decimal)
ratio 0.4 having
minimum required
average strength, f'cr =
33.5 MPa and satisfying
a compressive strength
f'c = 25 MPa at 28 days
on standard cylinders
as per standard practice
of Code AASHTO/
ASTM and cement
conforming to BDS EN
197-1 : 2003 CEM II/A-
L/M/V/W 42.5N, high
range water reducing
admixture of complying
type A or F under ASTM
C 494 (Doses of
admixture to be fixed by
the mix design), sand of
minimum FM 2.5 and
20mm down well
graded crushed stone
chips broken from
boulders (Preferably
stone chips from
Madhyapara, Dinajpur,
LAA value not
exceeding 30)
conforming to ASTM
C33 including breaking
chips, screening
through proper sieves,
cleaning, placing shutter
in position, making
6 Bridge 4.09.03.02. RCC-25SCCM: cum 63 Fill By
Works 01 Reinforced cement Tenderer/C
concrete work with onsultant -
minimum cement Money
content relates to mix Positive(3
ratio 1:1.5:3 and digits after
maximum water cement decimal)
ratio 0.4 having
minimum required
average strength, f'cr =
33.5 MPa and satisfying
a compressive strength
f'c = 25 MPa at 28 days
on standard cylinders
as per standard practice
of Code AASHTO/
ASTM and cement
conforming to BDS EN
197-1 : 2003 CEM II/A-
L/M/V/W 42.5N, high
range water reducing
admixture of complying
type A or F under ASTM
C 494 (Doses of
admixture to be fixed by
the mix design), sand of
minimum FM 2.5 and
20mm down well
graded crushed stone
chips broken from
boulders (Preferably
stone chips from
Madhyapara, Dinajpur,
LAA value not
exceeding 30)
conforming to ASTM
C33 including breaking
chips, screening
through proper sieves,
cleaning, placing shutter
in position, making
7 Bridge 4.09.03.05. RCC-25SCCM: cum 37.8 Fill By
Works 01 Reinforced cement Tenderer/C
concrete work with onsultant -
minimum cement Money
content relates to mix Positive(3
ratio 1:1.5:3 and digits after
maximum water cement decimal)
ratio 0.4 having
minimum required
average strength, f'cr =
33.5 MPa and satisfying
a compressive strength
f'c = 25 MPa at 28 days
on standard cylinders
as per standard practice
of Code AASHTO/
ASTM and cement
conforming to BDS EN
197-1 : 2003 CEM II/A-
L/M/V/W 42.5N, high
range water reducing
admixture of complying
type A or F under ASTM
C 494 (Doses of
admixture to be fixed by
the mix design), sand of
minimum FM 2.5 and
20mm down well
graded crushed stone
chips broken from
boulders (Preferably
stone chips from
Madhyapara, Dinajpur,
LAA value not
exceeding 30)
conforming to ASTM
C33 including breaking
chips, screening
through proper sieves,
cleaning, placing shutter
in position, making
8 Bridge 4.11.01.02. Supplying and kg 10795.184 Fill By
Works 01 fabrication of Ribbed or Tenderer/C
deformed bar onsultant -
reinforcement for all Money
types of RCC work Positive(3
including straightening, digits after
removing ruts, cleaning, decimal)
cutting, hooking,
bending, lapping and/or
welding wherever
required as directed,
placing in position,
tieing with 22 BWG
black annealed binding
wire (PVC coated in
case of FBEC rebar)
double fold, cost of
binding wire and
anchoring to the
adjoining members
wherever necessary,
supplying and placing
with proper cover blocks
(1:1), supports, chairs,
spacers, splices or laps
etc. including cost of all
materials, cost of
labour, cost of
equipment & machinery,
loading and unloading,
transportation, all other
incidental charges and
work at all leads and
lifts etc. to complete the
work as per design,
drawing, specifications
and direction of the E-I-
C. Measurement
relating to nominal
mass, dimensions and
tolerances of various
Fill By
Tenderer/C
onsultant -
Money
Positive(3
digits after
decimal)
 Total Total
Unit Price
Price Price

In Words In Figures In Words

(BDT) (BDT) (BDT)
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able Name Bill of
: Quantities

Unit Price
Item Code Measurem
Item no. Group Description of Item Quantity
(if any) ent Unit
In figures
(BDT)
1 General, 1.02 Project Profile Signboard: sqm 2 Fill By
Site Providing and fixing of Tenderer/C
Facilities typical project profile onsultant -
and Safety signboard as per Money
direction of E-I-C, to be Positive(3
placed at a suitable place digits after
of the site including decimal)
submission of proposals
for the materials & size of
the signboards
(recommended size:
1800mm x 1200 mm with
2 nos. 75mm dia. MS
post, outer & inner
frames of board shall be
50mm x 50mm x 5mm &
25mm x 25mm x 5 mm
respectively ) and text
layout to the engineer for
approval which will be
positioned as directed by
the engineer and
removing the same on
completeion of the works
or as instructed by the E-
I-C. Sheeting will be
made of encapsulated
lens with retro-reflective
type and messages/
borders will be screen
printed. The text shall
mention among others
the name of the project,
name of the
implementing agency,
cost of the project,
completion time, name of
the contractor etc.
2 General, 1.16 Supplying, fitting and sqm 0.8 Fill By
Site fixing 18mm thick marble Tenderer/C
Facilities Name plate including onsultant -
and Safety cost of materials, labour, Money
form work, engraving Positive(3
neatly the approved digits after
Sample given by the decimal)
engineer etc. complete
as per drawings and
direction of the Engineer-
in-charge.
3 Environme 14.01.02 Drinking Water Facilities: LS 1 Fill By
ntal and Providing continuous Tenderer/C
Occupation adequate drinking water onsultant -
al Safety supply at worksite and Money
Works site office as well by Positive(3
installing necessary tube- digits after
well/s where applicable decimal)
or any other means
depending on local
situation, also providing
essential arrangement for
storing drinking water by
supplying portable best
quality water tank
equivalent to
Gazi/Padma of adequate
capacity depending on
the number of users,
including supplying 1
(one) no. best quality
water filter of minimum
capacity 30 liters with
necessary kits, etc. all
complete as per
satisfaction and direction
of the Engineer-in-
charge, all relevant
goods and equipment
under this item shall be
property of the contractor
and payment will be
made after 100%
completion of the
contract successfully.
4 Road 3.01.4.2.01 BC&SGC(450mm): Earth sqm 238 Fill By
Works work in box cutting on Tenderer/C
road crest up to 450mm onsultant -
depth, maintaining proper Money
grade, camber and Positive(3
alignment, super digits after
elevation on curves, decimal)
removing soils to a safe
distance or if necessary,
spreading the excavated
earth on road flanks and
slopes uniformly
including leveling,
dressing, watering to
bring moisture content ±
2% of OMC &
compacting the sub-
grade by appropriate
mechanical means to
attain design CBR at
specified degree of
compaction etc. all
complete as per direction
of the E-I-C. Degree of
Compaction: Minimum
98% of MDD (Standard
Proctor)
5 Road 3.02.1.4 SB for Uni-Paver: cum 17.64 Fill By
Works Providing compacted Tenderer/C
Sand Bedding over the onsultant -
finished base course, Money
including supplying well Positive(3
graded sand of minimum digits after
FM=2.5, free from dust, decimal)
earth, other vegetation,
foreign materials, etc.,
including spreading sand
uniformly of specified
loose thickness on
finished road surface
maintaining grade,
camber and super
elevation, local handling,
booming, watering, to
bring moisture content ±
3% of OMC &
compacting by
appropriate mechanical
means to obtain a
minimum design
compaction, etc. all
complete in all respect as
per drawing,
specification, direction
and accepted by the
Engineer-in-charge.
6 Road 3.03.3.1 SBBC(FM-0.5): Providing cum 35.7 Fill By
Works compacted aggregate Tenderer/C
sand sub-base course onsultant -
with 38mm down Crusher Money
run 1st class Positive(3
bricks/picked chips of digits after
LAA value not exceeding decimal)
40 & sand of minimum
FM 0.50 mixed in
proportion 1:1 by volume
placed in layer(s), mixing
properly, watering,
compacting with 8~10
tonne road roller to attain
each layer's minimum
soaked CBR 30% or
Design CBR at minimum
compaction 98% of MDD
(Modified Proctor)
including supplying of all
materials, labourers,
tools and equipment etc.
all complete as per
direction of the E-I-C.
7 Road 3.05.1.3 S&SBC: Supplying and cum 82.394 Fill By
Works spreading 1st class and Tenderer/C
picked brick chips (LAA onsultant -
value not exceeding 40) Money
including cost of bricks Positive(3
carrying breaking into digits after
specified sizes including decimal)
screening & spreading
uniformly on the road
surface maintaining
grade, camber and super
elevation, etc. all
complete as per direction
of the E-I-C. 50mm
downgraded
8 Road 3.05.6.01 CWBM(iSSM): Labour cum 61.95 Fill By
Works charge for compacted Tenderer/C
WBM base course with onsultant -
crusher run aggregate Money
made of well burnt picked Positive(3
and 1st class bricks or digits after
stone having compacted decimal)
thickness as per
specifications including
local handling, hand
packing, watering, dry
rolling followed by wet
rolling in layers of
specified loose thickness
with 8~10 tonne road
roller to attain each
layer's minimum soaked
CBR 80% or Design CBR
at specified degree of
compaction including
supplying
choking/screening
material as filler material
@0.012cum/sqm or as
required etc. all complete
as per direction of the
Engineering-in-charge.
After adequate dry
rolling, spreading of
choking/screening
material on the surface,
sprinkling of water and
rolling is to be continued
until all the voids are
filled, wave of grout/slurry
flushes ahead of the
roller. Thickness of each
layer should not be more
than 100mm loose and
Payment will be made on
compacted thickness.
9 Road 3.09.15.09 Uni-Block Paver: sqm 295 Fill By
Works Supplying and laying Tenderer/C
factory made cement onsultant -
concrete interlocking high Money
strength as specified Positive(3
paver universal uni-block digits after
made by block making decimal)
machine with
mechanically
compressed with high
load- bearing capacity,
enriched weather
resistance, the low water
absorption capacity of
standard thick and
approved design/shape,
size in required long
lasting colour, texture
and pattern conforming
BS-6717 or as specified
approved by the E-I-C,
laid over the prepared
sand bedding layer
maintaining
grade,camber and super-
elevation, including
cleaning etc. all complete
in all respect as per
drawing, specification,
direction and accepted
by the Engineer-in-
charge. Cost included all
materials, their carriages,
hire charges of
machineries, equipment
for construction and
quality control as per
specification, wages of
labour and operational
staff etc. 80mm Thick
(Size: 222mmx110mm),
Minimum Compressive
Strength: 35MPa
10 Road 3.09.15.10 Uni-Block Paver: sqm 294 Fill By
Works Supplying and laying Tenderer/C
factory made cement onsultant -
concrete interlocking high Money
strength as specified Positive(3
paver universal uni-block digits after
made by block making decimal)
machine with
mechanically
compressed with high
load- bearing capacity,
enriched weather
resistance, the low water
absorption capacity of
standard thick and
approved design/shape,
size in required long
lasting colour, texture
and pattern conforming
BS-6717 or as specified
approved by the E-I-C,
laid over the prepared
sand bedding layer
maintaining
grade,camber and super-
elevation, including
cleaning etc. all complete
in all respect as per
drawing, specification,
direction and accepted
by the Engineer-in-
charge. Cost included all
materials, their carriages,
hire charges of
machineries, equipment
for construction and
quality control as per
specification, wages of
labour and operational
staff etc. 80mm Thick
(Size: 222mmx110mm),
11 Road 3.10.01.2 HBPMM: Preparation of sqm 350 Fill By
Works hard bed by scarifying Tenderer/C
and loosening of existing onsultant -
top (bituminous) surface, Money
including base/sub-base Positive(3
course materials up to digits after
the depth of 75mm decimal)
(minimum) using
mechanical means,
breaking dismantled
material into specified
sizes (less than 40mm),
with supplying of extra
fresh base course
materials of required
specification (if required)
including spreading,
leveling, dressing of
loose material uniformly
for maintaining camber &
grade, watering if
needed, rolling with 8 to
10 MT road roller to give
compaction to 100% of
MDD as obtained by
standard proctor test etc.
all complete in all respect
as per direction of the
Engineer-in-charge.
(Rate is excluding the
cost of additional material
supplied)
12 Bridge 4.06.01.01 Sand filling on the cum 47.6 Fill By
Works prepared foundation bed Tenderer/C
with sand of specified FM onsultant -
in layers not more than Money
150mm thick including Positive(3
necessary carriage, digits after
leveling, watering and decimal)
ramming to achieve
minimum dry density
(MDD) of 95% STD
compaction with optimum
moisture content (OMC)
by ramming each layer
up to finished level as per
direction of E-I-C. Sand
of Minimum FM 0.8

Fill By
Tenderer/C
onsultant -
Money
Positive(3
digits after
decimal)
 Total Total
Unit Price
Price Price

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