EST No.

:PWD/KP/EST/22109/2024_12_1_1 (Edit Id : 1)
(Dsor year : 2018,Cost Index (Place : Malappuram,Value : 136.44),GST : 18%

ABSTRACT ESTIMATE
REBUILD-Rehabilitation and Upgradation of Perumbilavu Nilambur road from Ch. 30+700 to
62+480 under Rebuild Kerala Initiative in Malappuram district-Rehabilitation and Upgrading the
road, Perumbilavu Nilambur section of SH39 from Ch. 30+700 to 62+480 (Total length:
31.78KM) under Rebuild Kerala Initiative in Malappuram district-DPR Preparation Work

Sl No Specification Quantity Rate Amount

1 CIVIL CONSTRUCTION WORKS
1.001 2.3.2.A
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 1000 metres including removal and disposal of top
organic soil not exceeding 150 mm in thickness In area of light jungle - By
Mechanical Means
Net Total 4.716Hectare @48737.75/Hect 229847.23
are
1.002 2.4.2.B
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 Prestressed / reinforced cement concrete grade M-20 & above - By
Mechanical Means
Net Total 669.700cum @1337.39/cum 895650.08
1.003 2.5.2.A
Dismantling of flexible pavements and disposal of dismantled materials up to a lead
of 1000 metres, stacking serviceable and unserviceable materials separately
Bituminous course - By Mechanical Means
Net Total 5885.100cum @454.06/cum 2672188.51
1.004 3.6
Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity
including cutting and loading in tippers, trimming bottom and side slopes, in
accordance with requirements of lines, grades and cross sections, and transporting to
the embankment location within all lifts and lead upto 1000m
Net Total 52469.440cu m @47.70/cum 2502792.29

1.005 3.16
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.
Net Total 0.000cum @401.80/cum 0.00

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(Dsor year : 2018,Cost Index (Place : Malappuram,Value : 136.44),GST : 18%

Sl No Specification Quantity Rate Amount

1.006 3.18
Construction of sub-grade 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
Net Total 16462.500cu m @435.66/cum 7172052.75

1.007 3.19.1
Loosening of the ground upto a level of 500 mm below the sub-grade level, watered,
graded and compacted in layers to meet requirement of table 300-2 for Compacting
original ground supporting sub-grade construction.
Net Total 27212.500cu m @66.05/cum 1797385.63

1.008 4.1.B.1
Construction of granular sub-base by providing graded material, spreading in uniform
layers with a motor grader on a prepared surface, mixing by mix in-place method with
rotavator at OMC, and compacting with a vibratory roller to achieve the desired
density, complete as per clause 401. Grading-V - For sub-base cum drainage layer -
Mix in Place Method
Net Total 21824.000cu 67983505.9
m @3115.08/cum 2
1.009 4.12
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.
Net Total 23838.875cu 76316105.7
m @3201.33/cum 0
1.010 5.1.a
Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface
of granular Base including clearing of road surface and spraying primer at the rate of
0.70 - 1.0 kg/sqm using mechanical means.
Net Total 106657.500sq m @56.92/sqm 6070944.90

1.011 5.2.a
Providing and applying tack coat with bitumen emulsion( RS) using emulsion
pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous
surface cleaned with mechanical broom.
Net Total 658600.000sq m @10.60/sqm 6981160.00

1.012 OD197728/2024-2025
"Providing and laying dense bituminous macadam with 80-100 TPH HMP
producing an average output of 75 tonnes per hour using crushed aggregates of
specified grading, premixed with bituminous binder (VG 40) @ 4.0 per cent by

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Sl No Specification Quantity Rate Amount

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. 505 complete in all
respects.
Grading - I (37.5 mm Nominal Size) Note : The Binder content specified shall be
minimum 4.0 % but will conform to requirement as per JMF. No additional cost shall
be paid to the actual Binder Content as required in JMF."
Net Total 15689.475cu 144044442.
m @9180.96/cum 40
1.013 OD197758/2024-2025
Providing and laying Bituminous Concrete Grade II 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 minimum 5.4 %
VG-40 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 as per MORTH specification clause No. 507 complete in all
respects..Note The Binder content specified shall be minimum 5.4% but will conform
to requirement as per JMF. No additional cost shall be paid to the actual Binder
Content as required in JMF
Net Total 11381.200cu 125248740.
m @11004.88/cum 26
1.014 12.1.B.1
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. Ordinary Soil - Depth upto 3m - Mechanical Means
Net Total 21289.380cu m @70.45/cum 1499836.82

1.015 13.9.A
Back filling behind abutment, wing wall and return wall complete as per drawing and
Technical Specification Granular material
11529263.9
Net Total 4564.617cum @2525.79/cum 7
1.016 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.
Net Total 947.986cum @3221.70/cum 3054126.50
1.017 12.8.A.1
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and
Technical Specifications. PCC Grade M15

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Sl No Specification Quantity Rate Amount

20329058.8
Net Total 2767.549cum @7345.51/cum 5
1.018 12.8.G.2.1
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and
Technical Specifications. RCC Grade M30 - Using Batching Plant, Transit Mixer and
Concrete Pump
Net Total 867.617cum @7295.69/cum 6329864.67
1.019 12.8.H.2.1
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and
Technical Specifications. RCC Grade M35 - Using Batching Plant, Transit Mixer
and Concrete Pump
Net Total 11935.250cu 88192784.7
m @7389.27/cum 7
1.020 OD197686/2024-2025
Plain/Reinforced Cement Concrete in sub-structure complete as per Drawing and
MoRTH Specifications Section 1000, 1500, 1700 & 2100.
RCC Grade M35 - Using Batching Plant, Transit Mixer and Concrete Pump. 5m to
10m
Net Total 623.548cum @8016.05/cum 4998391.95
1.021 14.1D.2.2.A
"Furnishing and Placing RCC/PSC Grade M35 Using Batching Plant, Transit Mixer,
and Concrete Pump as per drawing and Technical Specification. For T-beam & slab -
Height upto 5m"
Net Total 158.315cum @8833.78/cum 1398519.88
1.022 14.11
Reinforced cement concrete approach slab including reinforcement and formwork
complete as per drawing and Technical specification.
Net Total 464.591cum @11705.41/cum 5438228.14
1.023 12.40
Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation
complete as per Drawing and Technical Specifications
68449926.2
Net Total 785.748MT @87114.35/MT 8
1.024 OD197687/2024-2025
Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing
wall/return wall with 110 mm dia PVC pipe, extending through the full width of the
structure with slope of 1V : 20H towards drawing foce.Complete as per drawing and
Technical Specifications.
Net Total 2234.000no @301.44/no 673416.96
1.025 OD197750/2024-2025
Provision of Reinforced cement concrete crash barrier at the edges of the road,
approaches to Culverts/bridge structures and medians, constructed with M-40 grade

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Sl No Specification Quantity Rate Amount

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
complete as per drawing & Technical Specifications Clauses 809 & 811 and
Sections 1000, 1500, 1600, 1700 and 2200.
Net Total 1115.120RM @5462.11/RM 6090908.10
1.026 14.9
Drainage Spouts complete as per drawing and Technical specification
Net Total 120.000no @4213.94/no 505672.80
1.027 15.4.A
Providing and laying Pitching on slopes laid over prepared filter media including
boulder Stone/Boulder apron laid dry in front of toe of embankment complete as per
drawing and Technical specifications
Net Total 1307.057cum @3433.05/cum 4487192.03
1.028 14.19.a
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 200 mm x 6 mm of weldable 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
Net Total 125.200metre @674.46/metre 84442.39
1.029 12.3
Sand Filling in Foundation Trenches as per Drawing & Technical Specification
Net Total 1632.663cum @2233.75/cum 3646960.98
1.030 15.11
Construction of flexible apron 1 m thick comprising of loose stone boulders weighing
not less than 40 kg beyond curtain wall.
10498803.9
Net Total 2928.504cum @3585.04/cum 8
1.031 12.8.B.1
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and
Technical Specifications PCC Grade M20
17006352.4
Net Total 2141.742cum @7940.43/cum 3
1.032 15.5
Providing and laying Filter material underneath pitching in slopes complete as per
drawing and Technical specification
Net Total 361.076cum @3659.28/cum 1321278.19

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Sl No Specification Quantity Rate Amount

1.033 13.6
Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as
per drawing and Technical Specifications
Net Total 98.520MT @87506.57/MT 8621147.28
1.034 OD197727/2024-2025
Cleaning and removal of vegetation growth from structures, channel and protective
works as per directions of the Engineer.
Net Total 2556.000sqm @300.00/sqm 766800.00
1.035 9.2.B
Laying Reinforced cement concrete pipe NP4/prestressed concrete pipe for culverts
on first-class bedding of granular material in a single row including fixing collar with
cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete
and masonry works in headwalls and parapets. 1200 mm dia
Net Total 318.200metre @11907.95/metr 3789109.69
e
1.036 13.5.B
Plain/Reinforced Cement Concrete in sub-structure complete as per drawing and
Technical Specifications PCC Grade M20 - Height upto 5m
Net Total 284.398cum @8398.54/cum 2388527.98
1.037 OD197697/2024-2025
Providing & laying Rigid apron 150mm thick flat stone embedded in 300mm
thick M-15 grade concrete as per drawing and technical specification Clause 2505
Net Total 1448.678cum @6004.96/cum 8699253.44
1.038 14.10
PCC M15 Grade leveling course below approach slab complete as per drawing and
Technical specification.
Net Total 263.538cum @7062.98/cum 1861363.62
1.039 13.4.A
Random Rubble Stone masonry (coursed/uncoursed) work in cement mortar 1:3 for
substructure complete as per drawing and Technical Specifications
Net Total 59.282cum @8054.94/cum 477512.95
1.040 14.2
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete
as per drawing and technical specifications
Net Total 90.299MT @90308.93/MT 8154806.07
1.041 OD197735/2024-2025
Providing and laying in position 65 mm thick wearing coat consisting of 40 mm
bituminous concrete over a 25mm thick layer of mastic asphalt over deck slab after
applying prime coat complete as per drawings and Morth Specifications Sections 500
and 2700
Net Total 4825.300sqm @1212.66/sqm 5851448.30

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Sl No Specification Quantity Rate Amount

1.042 OD197688/2024-2025
"Furnishing and Placing Reinforced Cement Concrete Grade M25 Using
Concrete Mixer in super-structure as per Drawing and MoRTH Specifications Section
410, 1000, 1500, 1600 & 1700,
Raised -footpath with kerb"
Net Total 75.060cum @8692.40/cum 652451.54
1.043 OD197756/2024-2025
Painting of Bridge No. and span arrangement with synthetic enamel complete as per
Drawing and MoRTH Specifications Clause 803
Net Total 35.000no @80.14/no 2804.90
1.044 OD197693/2024-2025
Vehicles running cost of fuel and POL for 3000 Km as per Additional Clause 122 of
Part-2, Particular Technical Specifications
Net Total 9.000Month @35000.01/Mont 315000.09
h
1.045 OD197744/2024-2025
Maintenance of Type 2 Vehicles (Provided by Employer) including full
comprehensive insurance, Driver's salary repairs including replacement of worn
tyres, services as per manufacturer’s recommendation etc as per Additional
Clause 122 of Part-2, Particular Technical Specifications
Net Total 9.000Month @40000.00/Mont 360000.00
h
1.046 OD197695/2024-2025
ENVIRONMENTAL SAFETY, HEALTH SAFETY AND EMP COST
Resources allocated to ESHS management
ESHSE Manager having 10 years in designing and monitoring the implementation of
ESHS management plans for construction works and in Similar works experience for
5 years
Net Total 9.000Month @132000.01/Mo 1188000.09
nth
1.047 OD197742/2024-2025
ENVIRONMENTAL SAFETY, HEALTH SAFETY AND EMP COST
Resources allocated to ESHS management
ESHS Supervisor (one ESHS supervisor for each shift on ach Project Area), total
work experience 5 years including 1-year similar work experience
Net Total 9.000Month @99000.01/Mont 891000.09
h
1.048 OD197708/2024-2025
ENVIRONMENTAL SAFETY, HEALTH SAFETY AND EMP COST
Resources allocated to ESHS management
Community Liaison Officer having total experience 5 years (Fluency in local
Languages should be mandatory for this position)
Net Total 9.000Month @77000.01/Mont 693000.09
h

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Sl No Specification Quantity Rate Amount

1.049 OD197692/2024-2025
Implementation of health and Safety Plan:
Installation silt fencing for control sediment into nearby surface water bodies,
including regular maintenance for entire construction period and removal of those
fence on completion of work near surface water bodies
Net Total 400.000RM @550.01/RM 220004.00
1.050 OD197691/2024-2025
Implementation of health and Safety Plan:
Provide and maintenance of Personal protective equipment including nosal mask for
prohibition of spread of Covid 10, as required, to all Personal Protection Equipment
(PPE) pursuant to the practices
Net Total 9.000Month @38500.00/Mont 346500.00
h
1.051 OD197729/2024-2025
Implementation of health and Safety Plan:
"Medical Check -up – The Contractor shall organises medical check-ups
carried out by a doctor or an appropriately qualified nurse for all Contractor’s
Personnel prior to the initial mobilisation to the Project Area to check aptitude for the
work.
Hearing tests are conducted for the contractor’s personnel exposed too noise
levels above 80 dB (A) in order to establish initial audiograms. Annual test shall be
carried out as per advice of the Engineer: Covid -19 test to the Contractor’s
personnel as and when required"
Net Total 3.000Month @220000.01/Mo 660000.03
nth
1.052 OD197699/2024-2025
Implementation of health and Safety Plan:
Provide and maintain first aid provisions on any work site, including : suitably
stocked first aid kits: a person, respectively an adequate number of staff appointed
and trained to take charge of first – aid arrangements and ensure that staff and
workers are informed about first aid arrangements
Net Total 1.000L.S @55000.01/L.S 55000.01
1.053 OD197720/2024-2025
Accommodation, drinking water, meals, and transportation of staff
Accommodation, drinking water, meals and transportation of staff, Contractor shall
provide to his personnel safe drinking water at all project areas. The quantity and
quality of this water complies with the standards of the World health Organisations at
supply points.
Net Total 1.000L.S @200000.01/L.S 200000.01
1.054 OD197749/2024-2025
Training and Local Requirement management Costs
Environmental management training and awareness program
Net Total 3.000Month @40000.00/Mont 120000.00
h
1.055 OD197741/2024-2025
Training and Local Requirement management Costs
Sanitation arrangement at camp
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Sl No Specification Quantity Rate Amount

Net Total 1.000L.S @200000.01/L.S 200000.01
1.056 OD197707/2024-2025
Protection of adjacent areas, biodiversity, prevention of erosion and wastewater
management
Installation of Oil interceptor for removal of oil and grease at vehicle wash bay
Net Total 1.000L.S @500000.00/L.S 500000.00
1.057 OD197755/2024-2025
Protection of adjacent areas, biodiversity, prevention of erosion and wastewater
management
Installation of Oil interceptor for removal of oil and grease at vehicle wash bay
Net Total 1.000L.S @49999.99/L.S 49999.99
1.058 OD197703/2024-2025
Protection of adjacent areas, biodiversity, prevention of erosion and wastewater
management
Sprinkling of water for suppression of dust all along the construction areas for the
entire Construction period
Net Total 1.000L.S @300000.01/L.S 300000.01
1.059 OD197696/2024-2025
Traffic, noise and atmospheric emissions management, land take
Contractor should carry out or contracting the monitoring the effluent quality
pursuant to the present ESHS Specifications by external accredited agency for
sampling and Laboratory analysis and submit the analysis results the engineer
Net Total 4.000Month @80000.02/Mont 320000.08
h
1.060 OD197743/2024-2025
Traffic, noise and atmospheric emissions management, land take
Contractor should carry out monitoring of environmental attributes of as per
environmental monitoring plan for Construction phase (Cost obtained from NABL
accredited lab)
Net Total 8.000no @11000.00/no 88000.00
1.061 OD197730/2024-2025
Surface Water Sample - 8 no
Net Total 8.000no @11000.00/no 88000.00
1.062 OD197704/2024-2025
Ground Water Sample - 8 no
Net Total 8.000no @11000.00/no 88000.00
1.063 OD197722/2024-2025
Noise Quality Sample - 8 no
Net Total 8.000no @11000.00/no 88000.00
1.064 OD197713/2024-2025
Soil Quality Sample - 8 no

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Sl No Specification Quantity Rate Amount

Net Total 8.000L.S @11000.00/L.S 88000.00
1.065 OD197738/2024-2025
Contractor should carry out monitoring of environmental attributes of as per
environmental monitoring plan for the period of operational phase / Defect Liability
period
Net Total 4.000no @11000.00/no 44000.00
1.066 OD197726/2024-2025
Contractor should carry out monitoring of environmental attributes of as per
environmental monitoring plan for the period of operational phase / Defect Liability
period
Surface Water Sample - 4 no
Net Total 4.000no @11000.00/no 44000.00
1.067 OD197757/2024-2025
Contractor should carry out monitoring of environmental attributes of as per
environmental monitoring plan for the period of operational phase / Defect Liability
period
Ground Water Sample - 4 no
Net Total 4.000no @11000.00/no 44000.00
1.068 OD197711/2024-2025
Contractor should carry out monitoring of environmental attributes of as per
environmental monitoring plan for the period of operational phase / Defect Liability
period
Noise Quality Sample - 4 no
Net Total 4.000no @11000.00/no 44000.00
1.069 OD197716/2024-2025
Contractor should carry out monitoring of environmental attributes of as per
environmental monitoring plan for the period of operational phase / Defect Liability
period
Soil Quality Sample - 4 no
Net Total 4.000no @11000.00/no 44000.00
1.070 OD197705/2024-2025
Solid Wate /hazardous products management
Identifying, collecting transporting, and treating all waste produced on Project areas
Net Total 1.000L.S @100000.01/L.S 100000.01
1.071 OD197721/2024-2025
Vegetation clearing and site rehabilitation
Site rehabilitation – the contractor will rehabilitate all Project Areas and
landscapes disturbed by the works, to their original condition where possible upon
completion of construction and prior to the provisional acceptance of the works.
Close collaboration with all statutory stakeholders will be conducted in cooperation
with the Employer during the reinstatement. This will include all temporarily
acquired sites including borrow areas, camp site, etc.
Net Total 1.000L.S @500000.01/L.S 500000.01

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Sl No Specification Quantity Rate Amount

1.072 8.13
Providing and laying of hot applied thermoplastic compound 2.5 mm thick including
reflectorising glass beads on Bituminous Surface @ 250 gms per sqm area, the
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.
Net Total 21082.500sq 10494025.2
m @497.76/sqm 0
1.073 8.11.1
Painting lines, dashes, arrows etc on roads in two coats on new work with ready
mixed road marking paint conforming to IS:164 on the bituminous surface, including
cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and
traffic control Over 10 cm in width
Net Total 260.000sqm @242.11/sqm 62948.60
1.074 8.8
Painting two coats after filling the surface with synthetic enamel paint in all shades on
new plastered concrete surfaces
Net Total 4877.964sqm @128.49/sqm 626769.59
1.075 8.4a.1
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory
sign with 10 years warranty manufactured as per IRC :67 made of ASTM D 4956-09
Type XI micro prismatic grade sheeting fixed over aluminium sheeting, 2 mm thick/
aluminium composit material sheeting 4 mm thick with suitable back supporting
frame of MS angle 25x25x3 and supported on GI pipe pole 50mm NB confirming to
IS 1239 firmly fixed to the ground by means of properly designed foundation with M
15 grade cement concrete min size 45 cm x 45 cm x 60 cm, 60 cm below ground level
including painting all exposed surface with 2 coats of epoxy painting over suitable
primer and as per approved drawing and clause 801 including lettering symbols etc.
90 cm equilateral triangle
Net Total 201.000each @5730.88/each 1151906.88
1.076 8.4a.7
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory
sign with 10 years warranty manufactured as per IRC :67 made of ASTM D 4956-09
Type XI micro prismatic grade sheeting fixed over aluminium sheeting, 2 mm thick/
aluminium composit material sheeting 4 mm thick with suitable back supporting
frame of MS angle 25x25x3 and supported on GI pipe pole 50mm NB confirming to
IS 1239 firmly fixed to the ground by means of properly designed foundation with M
15 grade cement concrete min size 45 cm x 45 cm x 60 cm, 60 cm below ground level
including painting all exposed surface with 2 coats of epoxy painting over suitable
primer and as per approved drawing and clause 801 including lettering symbols etc.
90 cm high octagon
Net Total 215.000each @8117.24/each 1745206.60
1.077 8.4a.3
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory
sign with 10 years warranty manufactured as per IRC :67 made of ASTM D 4956-09
Type XI micro prismatic grade sheeting fixed over aluminium sheeting, 2 mm thick/

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aluminium composit material sheeting 4 mm thick with suitable back supporting
frame of MS angle 25x25x3 and supported on GI pipe pole 50mm NB confirming to
IS 1239 firmly fixed to the ground by means of properly designed foundation with M
15 grade cement concrete min size 45 cm x 45 cm x 60 cm, 60 cm below ground level
including painting all exposed surface with 2 coats of epoxy painting over suitable
primer and as per approved drawing and clause 801 including lettering symbols etc.
60 cm circular
Net Total 79.000each @5187.18/each 409787.22
1.078 8.5a
Direction and Place Identification Signs upto 0.9 sqm Size Board (Type XI)
Providing and fixing of direction and place identification retro-reflectorised sign with
10 years warranty manufactured as per IRC :67 made of ASTM D 4956-09 Type XI
micro prismatic grade sheeting fixed over aluminium sheeting, 2 mm thick/
aluminium composit material sheeting 4 mm thick with area not exceeding 0.9 sqm,
with suitable back supporting frame of MS angle 40x40x6 and supported on GI pipe
pole 50mm NB confirming to IS 1239 firmly fixed to the ground by means of
properly designed foundation with M 15 grade cement concrete min size 45 cm x 45
cm x 60 cm, 60 cm below ground level including painting all exposed surface with 2
coats of epoxy painting over epoxy primer and as per approved drawing and clause
801 including lettering symbols etc
Net Total 94.050sqm @12187.14/sqm 1146200.52
1.079 8.6a
Direction and Place Identification Signs with size more than 0.9 sqm size Board
(Type XI) Providing and fixing of direction and place identification retro-
reflectorised sign with 10 years warranty manufactured as per IRC :67 made of
ASTM D 4956-09 Type XI micro prismatic grade sheeting fixed over aluminium
sheeting, 2 mm thick/ aluminium composit material sheeting 4 mm thick with area
exceeding 0.9 sqm, with suitable back supporting frame of MS angle 40x40x6 and
supported on suitably designed GI pipe pole not less than 50mm NB , 2 Nos.
confirming to IS 1239, firmly fixed to the ground by means of properly designed
foundation with M 15 grade cement concrete min size 45 cm x 45 cm x 60 cm, 60
mm below ground level including painting all exposed surface with 2 coats of epoxy
painting over epoxy primer and as per approved drawing and clause 801 including
lettering symbols etc.
Net Total 642.960sqm @12731.97/sqm 8186147.43
1.080 8.4a.6
Retro-Reflectorised Traffic Signs (Type XI) : 60 cm x 60 cm square Providing and
fixing of retro- reflectorised cautionary, mandatory and informatory sign with 10
years warranty manufactured as per IRC :67 made of ASTM D 4956-09 Type XI
micro prismatic grade sheeting fixed over aluminium sheeting, 2 mm thick/
aluminium composit material sheeting 4 mm thick with suitable back supporting
frame of MS angle 25x25x3 and supported on GI pipe pole 50mm NB confirming to
IS 1239 firmly fixed to the ground by means of properly designed foundation with M
15 grade cement concrete min size 45 cm x 45 cm x 60 cm, 60 cm below ground level
including painting all exposed surface with 2 coats of epoxy painting over suitable
primer and as per approved drawing and clause 801 including lettering symbols etc.
Net Total 34.000each @5767.17/each 196083.78
1.081 8.4a.5

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Providing and fixing of retro- reflectorised cautionary, mandatory and informatory
sign with 10 years warranty manufactured as per IRC :67 made of ASTM D 4956-09
Type XI micro prismatic grade sheeting fixed over aluminium sheeting, 2 mm thick/
aluminium composit material sheeting 4 mm thick with suitable back supporting
frame of MS angle 25x25x3 and supported on GI pipe pole 50mm NB confirming to
IS 1239 firmly fixed to the ground by means of properly designed foundation with M
15 grade cement concrete min size 45 cm x 45 cm x 60 cm, 60 cm below ground level
including painting all exposed surface with 2 coats of epoxy painting over suitable
primer and as per approved drawing and clause 801 including lettering symbols etc.
60 cm x 45 cm rectangular
Net Total 150.000each @5089.26/each 763389.00
1.082 OD197690/2024-2025
"Providing and fixing retro-reflectorised road hazard marker complete as
per Drawing and MoRTH Specifications Clause 805.
Object hazard marker of size 30 cm x 90 cm rectangular
Providing and fixing of retro- reflectorised cautionary, mandatory and
informatory sign with 7years warranty manufactured as per IRC :67 made of Type
XI micro prismatic grade sheeting vide clause 801.3.4.3 fixed over aluminium
sheeting, 2 mm thick/ aluminium composite material sheeting 4 mm thick with
suitable back supporting frame of MS angle 25x25x3 and supported on GI pipe pole
50mm NB confirming to IS 1239 firmly fixed to the ground by means of properly
designed foundation with M 15 grade Cement Concrete min size 45 cm x 45 cm x
60 cm, 60 cm below ground level including painting all exposed surface with
2 coats of epoxy painting over epoxy primer and as per approved Drawing and
MoRTH Specifications Clause 801 including lettering symbols etc."
Net Total 166.000no @4418.87/no 733532.42
1.083 8.1.B
Construction of cement concrete kerb with top and bottom width 115 and 165 mm
respectively, 325 mm high in M 20 Grade PCC Using Concrete Batching and Mixing
Plant 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 409
Net Total 15485.600met re @379.47/metre 5876320.63

1.084 8.14.3
Reinforced cement concrete M15 grade Hectometer stone of standard design as per
IRC-8-1980, fixing in position including painting and printing etc Hectometer stone
(precast)
Net Total 266.000no @930.96/no 247635.36
1.085 8.14.1
Reinforced cement concrete M15 grade Kilometre stone of standard design as per
IRC:8-1980, fixing in position including painting and printing etc. 5th Kilometre
stone ( precast)
Net Total 13.000each @5501.85/each 71524.05
1.086 8.14.2
Reinforces cement concrete M 15 grade Kilometre stone of standard design as per

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IRC:8-1980, fixing in position including painting and printing etc Ordinary kilometer
stone ( precast)
Net Total 53.000each @3294.87/each 174628.11
1.087 8.16
Reinforced cement concrete M-15 grade boundary pillars of standard design as per
IRC:25-19767, fixed in position including finishing and lettering but excluding
painting .
Net Total 332.000no @1088.91/no 361518.12
1.088 OD197751/2024-2025
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 MoRTH Specifications Clause 811.3
Net Total 700.000metre @4093.61/metre 2865527.00
1.089 8.35
Providing and fixing reflective road studs (Raised Pavement Marker) of ' category A'
made out of ASA/HIPS/ABS moulded body with shanks and conforming to ASTM D
4280, strong enough to support a load of more than 13.635 T when tested in
accordance with ASTM D 4280, reflective panel confirming to ASTM D 788, and
reflectivity conforming to clause 804.4. including installation, drilling, fixing with
adhesive etc. with 2 years warranty for the road stud as well as for in field
performance as per clause 804.7.3 Road Markers/Road Stud with Lense Reflector :-
Net Total 25188.000no @197.18/no 4966569.84
1.090 OD197709/2024-2025
Supply, installation, testing and commissioning of 8 M octagonal pole made of hot
dip galvanized GI sheet 70mm top diameter,130mm bottom diameter thickness 3mm
base plate dimensions of 225x225x16mm suitable for wind speed as per IS 875 part
III single arm bracket 1.0 mt including foundation bolt 4 nos fixed in existing RCC
foundation and junction box etc with 3Cx2.5 sqmm CU flexble cable from JB to
luminaire complete 8 Meters.
31892584.0
Net Total 1146.000no @27829.48/no 8
1.091 OD197746/2024-2025
Supply, installation, testing and commissioning of 150W LED street light output
greater than 115 lumen/W 4000 – 6000 K with IP66 protection LED chip
make cree/lumilled/NIchea with power factor greater than .95 at full load internal
surge protection upto 8 kV and Aluminium pressure die cast powder coated housing,
acrylic cover complete with THD less than 10%, power factor greater than .98. RoHS
complaint,duly wired up for use on 230V AC supply Driver compartment should be
separately accessible for maintenance(LM 79 & 80 certificates from NABL
accredited third party lab to be produced mentioning chip manufacturer)
Net Total 1146.000no @11311.31/no 12962761.2

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Sl No Specification Quantity Rate Amount

6
1.092 OD197718/2024-2025
Civil foundation : Casting of shallow RCC foundation for the 8mtr pole with
M25grade cement concrete including reinforcement, levelelling course &
complete in all respect as per approved drawing and direction of engineer-in -charge.
Net Total 1146.000no @4087.81/no 4684630.26
1.093 OD197737/2024-2025
Supply and laying of one number PVC insulated PVC sheathed armored aluminum
power cable of 1.1KV grade of the following sizes in the existing
RCC/HUME/STONE WARE/GI/DWC pipe as required. 4 core 16 sq.mm
Net Total 39077.000R M @161.01/RM 6291787.77

1.094 OD197706/2024-2025
Supply and laying of one number PVC insulated PVC sheathed armored aluminum
power cable of 1.1KV grade of the following sizes in the existing
RCC/HUME/STONE WARE/GI/DWC pipe as required. 3.5 core 50 sq.mm
Net Total 1550.000RM @305.48/RM 473494.00
1.095 OD197725/2024-2025
Providing and laying GI strip all sizes in existing trench
Net Total 4608.570kg @82.54/kg 380391.37
1.096 OD197694/2024-2025
Supplying, testing, installing and commissioning of 40mm HDPE pipe for
underground cable laying
Net Total 38596.650R M @66.02/RM 2548150.83

1.097 OD197731/2024-2025
Cable Trench : Excavation upto 750mm depth width upto 300mm wide and back
filliing with soft soil complete in all respect and as per direction of engineer-in -
charge.
Net Total 7006.275cum @47.31/cum 331466.87
1.098 OD197689/2024-2025
"Supply, erection of outdoor type panel complete with accessories and concrete
foundation, service cable termination, testing and commissioning in complete:
Incomer : 1no 63A TPN MCCB and Outgoings : 6nos of 32A TPN MCB with
Astronomical Dial timer and contactor 6A MCBs for the timer."
Net Total 31.000no @38500.01/no 1193500.31
1.099 OD197748/2024-2025
For Obtaining Power connection: Fees to be remitted to Electrical
Inspectorate/KSEB/meter testing lab/ fire & rescue service Department(Actual
amount incurred for the above items will be reimbursed on production of original
Receipts). Including cost for LT supply/ Transformer & Metering box etc.
Net Total 1.000L.S @1787500.01/L. 1787500.01

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Sl No Specification Quantity Rate Amount

S
1.100 OD197701/2024-2025
Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and
providing masonry enclosure withcover plate having locking arrangement and
watering pipe etc. (but without charcoal/ coke and salt ) as required..
Net Total 177.000set @4436.31/set 785226.87
1.101 OD197747/2024-2025
Supply, Installation, testing and commissioning of 16M highmast shaft in single
section suitable for wind speed as per IS 875 Part-3, with raising lowering system
comprising, head frame, luminaries carriage suitable to install 6 nos luminaries in
symmetrical arrangement, double drum winch, 5mm diameter SS wire rope ,trailing
cable, connector, integral power tool motor, manual handle, junction box, lightening
finial. (Wiring material, power cables between panel and mast, MCB in base
compartment are not included.)
Net Total 11.000no @187770.02/no 2065470.22
1.102 OD197698/2024-2025
"Supply and fixing 24mm diameter (6 numbers) foundation bolts of 750mm
bolt length, 445mm pitch circle diameter manufactured from special steel along with
nuts, washers, anchor plate and common template.( suitable for 16 M
highmast system)"
Net Total 11.000set @11352.02/set 124872.22
1.103 OD197740/2024-2025
Supply, Installation, testing and commissioning of 150W LED Flood light output
> 105lumen/W 4000-6000 K with IP 66 protection LED Chip make
Cree/Lumilled/Nichea with power factor >0.95 at full load, internal surge
protection up to 8 KV,and Aluminium pressure die-cast Powder coated housing,
acrylic cover complete with THD <10%, power factor >0.98, RoHS compliant,
duly wired up for use on 230 V AC supply. Driver compartment should be seperatly
accessible for maintenance (LM 79&80 certificates from NABL accredited Third
party lab to be produced mentioning chip manufacturer)
Net Total 66.000no @14960.01/no 987360.66
1.104 OD197702/2024-2025
Civil foundation : Casting of shallow RCC foundation for the 16mtr pole with
M25grade cement concrete including reinforcement, levelelling course &
complete in all respect as per approved drawing and direction of engineer-in -charge.
Net Total 11.000no @43704.11/no 480745.21
1.105 OD197723/2024-2025
Supply, Installation, testing and commissioning of Control panel for Highmast
(should be supplied same High Mast Manufacturer) including all wiring of luminaire
and control wiring.
Net Total 11.000no @27500.01/no 302500.11
1.106 10.5.1a
Filling Pot-holes and Patch Repairs with Bituminous concrete, 40mm. Removal of all
failed material, trimming of completed excavation to provide firm vertical faces,

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Sl No Specification Quantity Rate Amount

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 - For grading I Material
Net Total 6295.462sqm @406.00/sqm 2555957.57
1.107 12.6.C
Cement Mortar1:4 (1cement :4 sand)
Net Total 33.309cum @6755.94/cum 225033.61
1.108 12.6.A
Cement Mortar 1:3 (1 cement : 3 sand)
Net Total 105.278cum @7488.24/cum 788346.93
1.109 OD197710/2024-2025
"Providing and laying vitrified floor tiles in different sizes (thickness to be
specified by the manufacturer) with water absorption less than 0.08% and conforming
to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement
mortor 1:4 ( 1 cement:4 coarse sand), jointing with grey cement slurry & 3.3
kg/sqm including grouting the joints with white cement and matching pigments etc.,
complete.
Size of Tile 600x600mm"
Net Total 263.340sqm @1524.31/sqm 401411.80
1.110 OD197736/2024-2025
Providing and laying gang saw cut 30 mm thick, mirror polished pre moulded and pre
polished machine cut granite stone of required size and shape of approved shade,
colour and texture in footpath,flooring in road side plaza and similar location laid
over 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) including
grouting the joints with white cement mixed with matching pigment, epoxy touch ups
etc. complete as per direction of Engineer-in-Charge.With granite stone of colour
black,cherry/ryby red of area less than 0.50 sqm
Net Total 22.800sqm @4950.89/sqm 112880.29
1.111 13.3
Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical
Specifications
Net Total 1401.794sqm @216.86/sqm 303993.05
1.112 OD197719/2024-2025
Providing and applying plaster of paris putty of 2 mm thickness over plastered surface
to prepare the surface even and smooth complete.
Net Total 906.604sqm @262.71/sqm 238173.94
1.113 OD197754/2024-2025
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 sqm. as per Drawing and directed by Engineer
Net Total 906.604sqm @214.28/sqm 194267.11

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Sl No Specification Quantity Rate Amount

1.114 OD197734/2024-2025
"Providing and laying gang saw cut 18 mm thick, mirror polished pre moulded
and pre polished machine cut granite stone of required size and shape of approved
shade, colour and texture in footpath, flooring cut granite stone of required size and
shape of approved shade, colour and texture in footpath, flooring in road side plazas
and similar locations, laid over 20mm thick base of cement mortar 1:4 (1cement : 4
coarse sand) including grouting the joints with white cement mixed with matching
pigment, epoxy touch ups etc. complete as per direction of Engineer-in-Charge.
With granite stone of area less than 0.50 sqm."
Net Total 33.649sqm @4746.21/sqm 159705.22
1.115 OD197733/2024-2025
Providing and fixing Glass panel 18 mm thick as per Drawing and directed by
Engineer.
Net Total 108.927sqm @9791.62/sqm 1066571.79
1.116 12.8.2.C.1
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and
Technical Specifications RCC Grade M20 With Batching Plant, Transit Mixer and
Concrete Pump
Net Total 12014.012cu 82010048.7
m @6826.20/cum 1
1.117 OD197700/2024-2025
Providing and laying 60 mm thick factory made cement concrete interlocking paver
block of M - 30 grade made by block making machine with strong vibratory
compaction, of approved size, design & shape, laid in required colour and
pattern over and including 50 mm thick compacted bed of coarse sand, filling the
joints with fine sand etc. as per Drawing and MoRTH Specification Section 400.
Net Total 103431.746sq 100537725.
m @972.02/sqm 75
1.118 15.9
Construction of dry rubble flooring at cross drainage works for relatively less
important works.
Net Total 1643.120cum @4371.39/cum 7182718.34
1.119 OD197739/2024-2025
Providing proper access to the adjacent properties
Net Total 1.000L.S @500000.01/L.S 500000.01
1.120 OD197724/2024-2025
Providing and laying of a reinforced cement concrete pipe duct, 600 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

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Sl No Specification Quantity Rate Amount

approved drawings
Net Total 1163.500RM @6415.20/RM 7464085.20
1.121 OD197752/2024-2025
Repair of Existing Bridges by Cement Mortar 1:3 Plastering all complete as per
MoRTH Specifications Section 1300.
Net Total 156.000sqm @215.52/sqm 33621.12
1.122 OD197764/2024-2025
Shifting of utilities
1.000L.S @289247846.01/ 289247846.
Net Total L.S 01
1.123 OD197762/2024-2025
Compensatory Plantation
Net Total 1.000L.S @2902542.38/L. 2902542.38
S

Heading Total(Rs) 1349690666 .88

Total Estimation PAC 1349690666.

88
3 Extra Charges
Provision for GST
2.001 242944320.
1349690666.88 18.00% 04
Grand Total 0.00
Round off 0.00

Rounded Total(Rs) 1592634986.

92
Rupees One Hundred Fifty Nine Crore Twenty Six Lakh Thirty Four Thousand Nine
Hundred and Eighty Six

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