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Tender Inviting Authority: CHIEF ENGINEER (DPI & ROADS), ODISHA, BHUBANESWAR

Name of Work: Widening & Strengthening of Haldipada NH-16 to West Bengal Border Road from 13/000 km to 30/600 Km in the district of Balasore under CRIF

Bid Identification No. CE-DPI & R-10/2022-23

Name of the
Bidder/
Bidding
Firm /
Company :

PRICE SCHEDULE
(This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be
rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only )

NUMBER # TEXT # NUMBER # TEXT # NUMBER NUMBER # TEXT #

Sl. Item Description Quantity Units Estimated Rate TOTAL AMOUNT TOTAL AMOUNT
No. (excluding GST) In Words
in
Rs. P

1 2 3 4 5 6 7
1 352000.000 Sqm 5.96 #VALUE! #VALUE!
Clearing and grubbing road land including uprooting rank
vegetation, grass, bushes, shrubs, saplings and trees girth
upto 300mm, removal of stumps of trees cut earlier and
disposal of unserviceable materials and stacking of
serviceable materials to be used or auctioned upto a lead
of 1000metres including removal and disposal of top
organic soil not exceeding 150mm in thickness as per
Clause 201 of MoRT&H Specifications for Road & Bridge
works (5th Revision) & including cost of all labour, T&P,
royalty etc complete and as per direction of Engineer-in-
Charge.
NUMBER # TEXT # NUMBER # TEXT # NUMBER NUMBER # TEXT #
Sl. Item Description Quantity Units Estimated Rate TOTAL AMOUNT TOTAL AMOUNT
No. (excluding GST) In Words
in
Rs. P

1 2 3 4 5 6 7
2 2460.000 Sqm 3.60 #VALUE! #VALUE!
Scarifying and removing the existing bituminous
road surface to the required depth as per approved
drawing and technical specifications and disposal of
scarified materials within all lifts and lead upto 1000mtr.
complete in all respect as per Section 900, Clause
305.4.3, 305.8, 305.9.5, 501.8.3.2, 501.8.7.2 and
501.8.8.1 of MoRT&H Specifications for Road & Bridge
works (5th Revision) & including cost of all labour, T&P,
royalty etc complete and as per direction of Engineer-in-
Charge.

3 9011.410 Cum 42.46 #VALUE! #VALUE!

Earth work in excavation in all kinds of soil for road works
with hydraulic excavator of 0.9 Cum bucket capacity
including cutting and loading in tippers as per drawing and
technical specification, including setting out, dressing of
section to correct line, level, grade & camber for road work
or dressing of sides and bottom for foundation of
structures and loading into tippers, transporting to
embankment site within all lifts and lead upto 1000mtr.
and utilising the surplus earth locally for road work
wherever required, backfilling the excavation earth to the
extent required etc complete in all respect as per clause
301 & 304 of Specification for road & bridge work of
MORT&H (5th Revision) & Direction of Engineer in charge.

4 39837.600 Cum 20.77 #VALUE! #VALUE!

Loosening to a depth of 150mm, leveling and compacting
original ground supporting embankment /sub-grade as per
approved drawing and technical specifications
complete in all respect as per Section 900 and Clause
305, 305.3.4 of MoRT&H Specification for Road & Bridge
works (5th Revision) & including cost of all labour, T&P,
royalty etc complete and as per direction of Engineer-in-
Charge.
NUMBER # TEXT # NUMBER # TEXT # NUMBER NUMBER # TEXT #
Sl. Item Description Quantity Units Estimated Rate TOTAL AMOUNT TOTAL AMOUNT
No. (excluding GST) In Words
in
Rs. P

1 2 3 4 5 6 7
5 596193.450 Cum 129.05 #VALUE! #VALUE!
Construction of embankment with approved
materials obtained from borrow pits by mechanical means
graded and compacted to meet requirement as per
approved drawing and technical specifications complete in
all respect as per Section 900 and clause 305 of MoRT&H
Specification for Road & Bridge works (5th Revision) &
including cost & conveyance of all materials, labour, T&P,
royalty etc complete and as per direction of Engineer-in-
Charge.

6 791.940 Cum 669.59 #VALUE! #VALUE!

Providing, filling clean sand of approved quality in road
work and foundation trenches of structures in uniform
layers, watered and rammed/ compacted as per approved
drawing and technical specifications complete in all
respect as per Section 900, 2100 and Clause 401 & 304
of MoRT&H specifications for Road & Bridge works (5th
Revision) & including cost & conveyance of all materials,
labour, T&P, royalty etc complete and as per direction of
Engineer-in-Charge.

7 7920.000 Cum 1016.33 #VALUE! #VALUE!

Providing compacted shoulder with granular materials by
using moorum of approved quality, watering and
compacting with PRR to achieve the required density in
OMC complete in all respect as per approved drawing and
technical specifications as per Section 900 and Clause
408 of MoRT&H Specifications for Road & Bridge works
(5th Revision) & including cost & conveyance of all
materials, labour, T&P, royalty etc complete and as per
direction of Engineer-in-Charge.

8 48793.536 Cum 2204.18 #VALUE! #VALUE!

Providing and laying Granular Sub-base with Grading-VI
stone screening materials as per Table 400-1 as per
approved drawing and technical specifications complete in
all respect as per Section 900 and Clause 401 of MoRT&H
Specifications for Road & Bridge works (5th Revision) &
including cost & conveyance of all materials, labour, T&P,
royalty etc complete and as per direction of Engineer-in-
Charge.
NUMBER # TEXT # NUMBER # TEXT # NUMBER NUMBER # TEXT #
Sl. Item Description Quantity Units Estimated Rate TOTAL AMOUNT TOTAL AMOUNT
No. (excluding GST) In Words
in
Rs. P

1 2 3 4 5 6 7
9 32762.400 Cum 2353.67 #VALUE! #VALUE!
Providing Wet Mix Macadam using crushed
stone aggregates as per approved drawing and
technical specifications complete in all respect as per
Section 900 and Clause 406 of MoRT&H
Specifications for Road & Bridge works (5th Revision)
& including cost & conveyance of all materials, labour,
T&P, royalty etc complete and as per direction of
Engineer-in-Charge.

10 125664.000 Sqm 25.85 #VALUE! #VALUE!

Providing and applying primer coat with slow setting
bitumen emulsion on prepared surface of granular base,
including clearing road surface and spraying primer using
mechanical means as per approved drawing and
technical specifications complete in all respect as per
Section 900, Clause 501.5.2 & 502 of
MoRT&H Specifications for Road & Bridge works (5th
Revision) & including cost & conveyance of all materials,
labour, T&P, royalty etc complete and as per direction of
Engineer-in-Charge.

11 125664.000 Sqm 9.14 #VALUE! #VALUE!

Providing and applying tack coat with rapid setting bitumen
emulsion on the prepared bituminous/ granular surface
including cleaning with mechanical broom and spraying
bitumen emulsion using mechanical means as per
approved drawing and technical specifications complete in
all respect as per Section 900, Clause 501.5.2 &
503 of MoRT&H Specifications for Road & Bridge
works (5th Revision) & including cost & conveyance of all
materials, labour, T&P, royalty etc complete and as per
direction of Engineer-in-Charge.
NUMBER # TEXT # NUMBER # TEXT # NUMBER NUMBER # TEXT #
Sl. Item Description Quantity Units Estimated Rate TOTAL AMOUNT TOTAL AMOUNT
No. (excluding GST) In Words
in
Rs. P

1 2 3 4 5 6 7
12 6283.200 Cum 8988.92 #VALUE! #VALUE!

Providing and laying dense graded bituminous macadam

using crushed stone of Grade-II aggregate with batch
type HMP producing an average output of 75 tonnes per
hour using crushed aggregates of specified grading,
premixed with bituminous binder VG-30 Grade 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 complete in all respects as per
clause No. 505 & Section 900 of specifications for road
and bridge works of Ministry of Road Transport &
Highways (5th Revision) &including cost of all materials,
labour, T&P, royalty etc complete in all respect and as per
direction of the Engineer-in-charge. .

13 3769.920 Cum 9247.27 #VALUE! #VALUE!

Providing and laying bituminous concrete using crushed
stone of Grade-II aggregate with batch type hot mix plant
producing an average output of 75 tonnes per hour using
crushed aggregates of specified grading, premixed with
bituminous binder of VG-30 grade 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 complete in all respects as per Clause
No.507 & Section 900 of specifications for road and
bridge works of Ministry of Road Transport & Highways
(5th Revision) &including cost of all materials, labour, T&P,
royalty etc complete in all respect and as per direction of
the Engineer-in-charge.
NUMBER # TEXT # NUMBER # TEXT # NUMBER NUMBER # TEXT #
Sl. Item Description Quantity Units Estimated Rate TOTAL AMOUNT TOTAL AMOUNT
No. (excluding GST) In Words
in
Rs. P

1 2 3 4 5 6 7
14 280.941 MT 88072.02 #VALUE! #VALUE!
Supplying, cutting, bending, binding, straightening, placing
HYSD bars confirming to grade IS:1786-(Fe-500) for steel
reinforcement works for finished item of work as per
approved drawing and technical specifications
complete in all respect as per section 900,1000 & 1600
of MoRT&H specifications for Road & Bridge works (5th
Revision) including cost & conveyance of all materials,
labour, T&P, royalty etc complete and as per direction of
Engineer-in-Charge.

15 791.940 Cum 4836.24 #VALUE! #VALUE!

Providing and laying Plain cement concrete of grade M-15
in foundation as levelling course using 40mm to 10mm
size crushed stone aggregates etc complete as per
drawing and technical specification using High Strength
approved quality Cement and coarse granite aggregate
conforming to Table 1000-1 with formwork as per Section
900,1000,1500,1700, 2100 of specifications for Road and
Bridge works of Ministry of Road Transport & Highways
(5th Revision) & including cost of all materials, labour,
T&P, royalty etc complete in all respect and as per
direction of the Engineer-in-charge.

16 2338.600 Cum 4939.38 #VALUE! #VALUE!

Providing and laying P.C.C M-15 grade in sub-structure
and other structures as per approved drawing and
technical specifications complete in all respect as per
Section 900, 1000, 1500, 1700, 2100 & 2900 of MoRT&H
Specifications for Road & Bridge works (5th Revision) &
including cost & conveyance of all materials, labour, T&P,
royalty etc complete and as per direction of Engineer-in-
Charge.

17
Providing and laying R.C.C M-20 grade as per approved
drawing and technical specifications complete in all
respect as per section 900, 1000, 1500, 1700 & 2200 of
MoRT&H specifications for Road & Bride works (5th
Revision) & including cost & conveyance of all materials,
labour, T&P, royalty etc complete and as per direction of
Engineer-in-Charge.
NUMBER # TEXT # NUMBER # TEXT # NUMBER NUMBER # TEXT #
Sl. Item Description Quantity Units Estimated Rate TOTAL AMOUNT TOTAL AMOUNT
No. (excluding GST) In Words
in
Rs. P

1 2 3 4 5 6 7
17.01 1313.805 Cum 5605.29 #VALUE! #VALUE!
In foundation of retaining wall/ drain

17.02 1495.600 Cum 8141.19 #VALUE! #VALUE!

In sub-structure of retaining wall

18 3753.320 Rmt. 87.31 #VALUE! #VALUE!

Providing weep holes in abutment, wing wall, retaining
wall, toe wall and RCC drain etc with 100mm dia A.C. pipe
as per approved drawing and technical specifications
complete in all respect as per Section 2200 & Clause 2706
of MoRT&H Specifications for Road & Bridge works (5th
Revision) including cost & conveyance of all materials,
labour, T&P, royalty etc complete and as per direction of
Engineer-in-Charge.

19 962.400 Cum 2015.40 #VALUE! #VALUE!

Providing and laying of filter media/metal spall backing
using 45mm size crushed hard granite stone aggregates
to the required thickness with smaller size towards the soil
and bigger size towards the wall and providing over the
entire surface behind abutment, wing wall and return wall
of CD works to the full height compacted to a firm
condition as per drawing and technical specifications
complete in all respect satisfying the requirements laid
down in Clause 2504.2.2 and Section 900 of MoRT&H
Specifications for Road & Bridge works (5th Revision)
including cost & conveyance of all materials, labour, T&P,
royalty etc complete and as per direction of Engineer-in-
Charge.

20 1230.750 Cum 1162.52 #VALUE! #VALUE!

Gravel backing to aprons & revetments and providing filter
material using gravel underneath pitching in slopes as per
approved drawing and technical specifications
complete in all respect as per Section 900, 1000 & 2500
of MoRT&H Specifications for Road & Bridge works (5th
Revision) including cost & conveyance of all materials,
labour, T&P, royalty etc complete and as per direction of
Engineer-in-Charge.
NUMBER # TEXT # NUMBER # TEXT # NUMBER NUMBER # TEXT #
Sl. Item Description Quantity Units Estimated Rate TOTAL AMOUNT TOTAL AMOUNT
No. (excluding GST) In Words
in
Rs. P

1 2 3 4 5 6 7
21 2461.500 Cum 1964.30 #VALUE! #VALUE!
Rough stone dry packing in aprons and revetments and
stone pitching in slopes and boulder approns etc with hard
granite stone of size 30 cm and above as per approved
drawing and technical specifications complete in all
respect as per Section 900, 1000 and 2500 of
MoRT&H Specifications for Road & Bridge works (5th
Revision) including cost & conveyance of all materials,
labour, T&P, royalty etc complete and as per direction of
Engineer-in-Charge.

22 479.916 Sqm 61.38 #VALUE! #VALUE!

Painting two coats with synthetic enamel paint of approved
quality and shade over a coat of primer at any elevation on
kerb, guard post and other structures etc for the finished
item of work as per technical specifications complete in al
lrespect as per Section 800 of MoRT&H Specifications for
Road & Bridge works (5th Revision) including cost &
conveyance of all materials, labour, T&P, royalty etc
complete and as per direction of Engineer-in-Charge.

23
Providing & fixing RCC M-15 grade 5th Km. stone,
Ordinary Km. stone and Hectometre stone along with
reinforcement for finished item of work as per drawing as
per IRC -25 / 1967 & IRC-8-1980 fixed in position
including finishing and lettering, painting as per approved
drawing and technical specification complete in all respect
as per Clause No. 805 & Section 800, 900, 1000,
1500, 1600, 1700 of MoRT&H specification for road &
bridge works (5th Revision) & including cost & conveyance
of all materials, labour, T&P, royalty etc complete and as
per direction of Engineer-in-Charge.

23.01 72.000 No. 587.75 #VALUE! #VALUE!

Hectometer Stone

23.02 18.000 No. 1994.45 #VALUE! #VALUE!

Ordinary Kilometre stone
NUMBER # TEXT # NUMBER # TEXT # NUMBER NUMBER # TEXT #
Sl. Item Description Quantity Units Estimated Rate TOTAL AMOUNT TOTAL AMOUNT
No. (excluding GST) In Words
in
Rs. P

1 2 3 4 5 6 7
23.03 4.000 No. 3276.62 #VALUE! #VALUE!
5th Kilometre stone

24 500.000 No. 630.22 #VALUE! #VALUE!

Providing & fixing RCC boundry pillar M-15 grade
including reinforcement complete as per drawing as per
IRC -25 / 1967 & IRC-8-1980 fixed in position including
finishing and lettering as per Section 1500, 1600, 1700,
2300 of Specification for Road & Bridge works of Ministry
of Road Transport & Highways (5th Revision) & including
cost of all materials, labour, T&P, royalty etc complete in
all respect and as per direction of the Engineer-in-charge.

25 2036.000 No. 399.76 #VALUE! #VALUE!

Providing and fixing R.C.C. M-15 grade guard posts of
1.00metre height and 15 cm diameter including cost of
steel reinforcement for finished item of work as per
approved drawing and technical specifications
complete in all respect as per Section 800, 900, 1000,
1500, 1600 & 1700 of MoRT&H Specifications for Road &
Bridge works (5th Revision) & including cost &
conveyance of all materials, labour, T&P, royalty etc
complete and as per direction of Engineer-in-Charge.

26 6060.800 Sqm 308.45 #VALUE! #VALUE!

Providing road marking with hot applied thermoplastic
compound 2.5mm thick including reflectorising glass
beads@250gms per sqm area , thickness of 2.5mm is
exclusive of surface applied glass beads as per
IRC:35.The finished surface to be level, uniform and free
from streaks and holes etc. for finished item of work as
per approved drawing and technical specification complete
in all respect as per Section 900 and Clause 803 of
MoRT&H specification for road and bridge work (5th
Revision) & including cost & conveyance of all materials,
labour, T&P, royalty etc complete and as per direction of
Engineer-in-Charge.
NUMBER # TEXT # NUMBER # TEXT # NUMBER NUMBER # TEXT #
Sl. Item Description Quantity Units Estimated Rate TOTAL AMOUNT TOTAL AMOUNT
No. (excluding GST) In Words
in
Rs. P

1 2 3 4 5 6 7
27

Providing and fixing of retro-reflectorised cautionary,

mandatory and informatory sign as per IRC:67 made of
Class-B Type-IV recto reflective sheeting fixed over 2mm
thick alumunium sheeting , 3mm/4mm thick alumunium
composite material sheet depending on the size of sign
vide Clause No. 801.3 of specifications for road and bridge
works of Ministry of Road Transport & Highways (5th
Revision) fixed over back support frame of min 25x25x3
mm angle mounted on a mild steel cicular pipe 65 NB,
3.2mm thickness firmly fixed to the ground by means of
properly designed foundation with M-25 grade cement
concrete 45cmx45cm x 60 cm, 60cm below ground level
as per approved drawing including cost of all materials,
labour, T&P, royalty etc complete in all respect and as
per direction of the Engineer-in-charge. The sign shall be
maintained as per Section 12 of IRC-67.

27.01 40.000 No. 5100.71 #VALUE! #VALUE!

Cautionary sign 900mm size eqquilateral triangle

27.02 25.000 No. 4629.49 #VALUE! #VALUE!

Mandatory sign 600mm dia Circular

27.03 16.000 No. 5994.64 #VALUE! #VALUE!

Facility information sign 800mm x 600mm rectangular

27.04 6.000 No. 4539.41 #VALUE! #VALUE!

Route marker sign 450 mmx 600mm rectangular

27.05 15.000 No. 7318.25 #VALUE! #VALUE!

900mm high Octagonal
NUMBER # TEXT # NUMBER # TEXT # NUMBER NUMBER # TEXT #
Sl. Item Description Quantity Units Estimated Rate TOTAL AMOUNT TOTAL AMOUNT
No. (excluding GST) In Words
in
Rs. P

1 2 3 4 5 6 7
27.06 25.000 No. 7075.71 #VALUE! #VALUE!
900mm Circular size

28 4.200 Sqm 10809.18 #VALUE! #VALUE!

Providing and erecting direction and place identification
retro-reflectorised sign as per IRC:67 made of high
intensity grade sheeting fixed over alumunium sheeting
2mm thick or alumunium composite material sheet with
overall thickness of 4mm vide Clause No. 801.3 of
specifications for road and bridge works of Ministry of
Road Transport & Highways (5th Revision) with area not
exceeding 0.9 Sqm fixed over back support frame of
minimum 35x35x3mm angle mounted on a mild steel
circular pipe 65NB, firmly fixed on ground by means of
properly designed foundation with M-25 grade cement
concrete 45x45x60cm, 60cm below ground level as per
approved drawing including cost of all materials, labour,
T&P, royalty etc complete in all respect and as per
direction of the Engineer-in-charge.

29 6.480 Sqm 11554.96 #VALUE! #VALUE!

Providing and erecting direction and place identification
retro-reflectorised sign as per IRC:67 made of high
intensity grade sheeting fixed over alumunium sheeting
2mm thick or alumunium composite material sheet with
overall thickness of 4mm vide Clause No. 801.3 of
specifications for road and bridge works of Ministry of
Road Transport & Highways (5th Revision) with area
exceeding 0.9 Sqm fixed over back support frame of
minimum 40x40x5 mm angle mounted on two nos of mild
steel circular pipe 65NB, 3.2 mm thickness & 4.50mtr total
height firmly fixed on ground by means of properly
designed foundation with M-25 grade cement concrete
45x45x60cm, 60cm below ground level as per approved
drawing including cost of all materials, labour, T&P,
royalty etc complete in all respect and as per direction of
the Engineer-in-charge.
 NUMBER # TEXT # NUMBER # TEXT # NUMBER NUMBER # TEXT #
Sl. Item Description Quantity Units Estimated Rate TOTAL AMOUNT TOTAL AMOUNT
No. (excluding GST) In Words
in
Rs. P

1 2 3 4 5 6 7
30 140.000 Rm 3736.70 #VALUE! #VALUE!
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 811 of specifications for Road and
Bridge works of Ministry of Road Transport & Highways
(5th Revision) & including cost of all materials, labour,
T&P, taxes, royalty etc complete in all respect and as per
direction of the Engineer-in-charge.

31 65361.430 Sqm 17.55 #VALUE! #VALUE!

Fine dressing and providing, laying turfing with live sods of
perennial turf forming grass on embankment slope, verges
or other locations including preparation of ground, fetching
of sods with all lifts and leads upto 5 Km. and watering
complete in all respect as per approved drawing and
technical specifications as per Section 900 and Clause
307 of MoRT&H Specifications for Road & Bridge
works (5th Revision) & including cost & conveyance of all
materials, labour, T&P, royalty etc complete and as per
direction of Engineer-in-Charge.

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