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Summary
Rehabilitation And Up Gradation Of Veeyapuram Edathua Puthukkary Mambuzhakkary Kidangara Kunnamgary Kumarangary Valady Mulakkarnthuruthy Road
Description
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Contact
Tender Id
2025_PWD_728352_1Tender No
KSTP/KfW/RKI PKG-IV/WORK/8 (Balance Works)Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://etenders.kerala.gov.inPackage Tenders
KSTP/KfW/RKI PKG-III/WORK/5KSTP/KfW/RKI PKG-III/WORK/9 (Balance works)
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Documents
BOQ Items
... More
3.15
Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of
scarified material with in all lifts and lead upto 1000 metres by Mechanical Means
<br>
11600
-
-
... More
3.14
Scarifying the existing granular road surface to a depth of 50 mm and disposal of
scarified material within all lifts and leads upto 1000 metres.
17681.25
-
-
... More
OD80099/2024-2025
Removal and reuse of existing paver block in lines and levels as per the directions of
the departmental officers at site inclusive of all cost & conveyance charges etc.;
complete.
780
-
-
... More
BILL 2- Earthworks
-
-
-
... More
OD129820/2024-2025
Excavation for roadwork in all type of 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 leads
10522.25
-
-
... More
3.17
Construction of embankment with approved materials deposited at site from roadway
cutting and excavation from drain and foundation of other structures graded and
compacted to meet requirement of table 300-2.
14889
-
-
... More
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.
3006.72
-
-
... More
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
54588.43
-
-
... More
4.13
Construction of Median and island above road level with approved material deposited
at the site from roadway cutting and excavation for drain and foundation of other
structures, spread, graded and compacted as per clause 408
23.65
-
-
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BILL 3- Sub base and Base courses
-
-
-
... More
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
41280.72
-
-
... More
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.
20813.91
-
-
... More
OD81694/2024-2025
Providing and laying geocell of size 150X356 in WMM layer all complete as per IRC
SP 59-2019 and additional technical specification Clause A1
101551.39
-
-
... More
BILL 4- Pavement Courses
-
-
-
... More
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.
113742
-
-
... More
5.2.b
Providing and applying tack coat with bitumen emulsion (RS) using emulsion pressure
distributor at the rate of 0.25 - 0.30 kg per sqm on the prepared Granular Surface
cleaned with mechanical broom.
113742
-
-
... More
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.
131128.98
-
-
... More
5.4.2b
Dense Graded Bituminous Macadam : - For grading - II (26.5 mm nominal size)
Providing and laying dense graded bituminous macadam with 100-120 TPH batch type
HMP producing an average output of 75 tonnes per hour using crushed aggregates of
specified grading, premixed with a bituminous binder (VG 30) @ 4.0 to 4.5 percent by
weight of total mix and filler, transporting the hot mix to work site, laying with a
hydrostatic paver finisher with sensor control to the required grade, level, and
alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the
desired compaction as per MoRTH specification clause No. 505 complete in all
respects.
5675.76
-
-
... More
OD81699/2024-2025
Providing and laying bituminous concrete with 100-120 TPH hot mix plant producing
an average output of 75 tonnes per hour using crushed aggregates of specified grading,
premixed with bituminous binder (VG 30) @ 5.4 per cent of mix and filler,
transporting the hot mix to work site, laying with a hydrostatic paver finisher with
sensor control to the required grade, level and alignment, rolling with smooth wheeled,
vibratory and tandem rollers to achieve the desired compaction as per MORTH
specification clause No. 507 complete in all respects For Grading -II (13.2 mm
Nominal size)
4769.65
-
-
... More
OD81888/2024-2025
Construction of ramp to paddy fields/access to adjacent properties, plain cement
concrete M30 grade concrete pavement, over a prepared sub base with 43 grade
cement, coarse and fine aggregates confirming to IS:383, maximum size of coarse
aggregate not exceeding 25mm, mixed in a concrete mixer of not less than 0.2 cum
capacity and appropriate weigh batcher using approved mix design and formwork as
per drawing and technical specification.
202.5
-
-
... More
BILL 5- CULVERT
-
-
-
... More
OD129829/2024-2025
Earth work in excavation of foundation of structures as per drawing and technical
specification, including setting out, removal of stumps and other deleterious matter,
only for dressing of sides and bottom and back filling with approved material in all
types of soil by mechanical means for all depth.
10102.97
-
-
... More
12.8.A
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and
Technical Specifications<br> PCC Grade M15 ( Without formwork) <br>
732.11
-
-
... More
OD81707/2024-2025
Providing and laying Plain/Reinforced Cement Concrete M20 for head wall and wing
wall in Foundation including formwork but excluding reinforcement complete as per
Drawing and Technical Specifications.
478.99
-
-
... More
13.5.B
Plain/Reinforced Cement Concrete in sub-structure complete as per drawing and
Technical Specifications PCC Grade M20 - Height upto 5m
478.99
-
-
... More
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
632.22
-
-
... More
13.5.G.p.2
Plain/Reinforced cement concrete in sub-structure complete as per drawing and
Technical Specifications RCC Grade M30 - Height upto 5m - using Batching Plant,
Transit Mixer and Concrete Pump
650.06
-
-
... More
14.1.C.1
Furnishing and Placing Reinforced Cement Concrete Grade M30 Using Concrete
Mixer in super-structure as per drawing and Technical Specification
341.44
-
-
... More
12.40
Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation
complete as per Drawing and Technical Specifications
57.73
-
-
... More
13.6
Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as
per drawing and Technical Specifications
50.81
-
-
... More
13.6
Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as
per drawing and Technical Specifications
20.73
-
-
... More
OD84169/2024-2025
Providing and painting with synthetic enamel paint of approved quality on culvert with
culvert No. and span arrangements as per IRC - 7, 1971
160
-
-
... More
8.8
Painting two coats after filling the surface with synthetic enamel paint in all shades on
new plastered concrete surfaces
423.99
-
-
... More
13.9.A
Back filling behind abutment, wing wall and return wall complete as per drawing and
Technical Specification Granular material
1100.96
-
-
... More
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.
1006.86
-
-
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13.8
Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing
wall/return wall with 100 mm dia AC pipe, extending through the full width of the
structure with slope of 1V : 20H towards drawing foce.Complete as per drawing and
Technical Specifications
733
-
-
... More
15.10.B
Curtain wall complete as per drawing and Technical Specification :- Cement concrete
Grade M15
877.74
-
-
... More
OD81708/2024-2025
Providing Plain Cement Concrete M20 for Encasing complete as per Drawing and
Technical Specifications. PCC Grade M20
240.63
-
-
... More
15.1.A
Providing and laying boulders apron on river bed for protection against scour with
stone boulders weighing not less than 40 kg each complete as per drawing and
Technical specification. Boulder Laid Dry Without Wire Crates.
1685.71
-
-
... More
15.8.B.1
Providing and laying Flooring complete as per drawing and Technical specifications
laid over cement concrete bedding : Cement Concrete blocks Grade M15
395.57
-
-
... More
14.9
Drainage Spouts complete as per drawing and Technical specification
46
-
-
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2.4.4.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 <br> Dismantling Stone Masonry - Rubble stone
masonry in cement mortar.<br>
1729.49
-
-
... More
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 <br> Prestressed / reinforced cement concrete grade M-
20 & above - By Mechanical Means<br>
165.27
-
-
... More
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
617.2
-
-
... More
15.5
Providing and laying Filter material underneath pitching in slopes complete as per
drawing and Technical specification
273.72
-
-
... More
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
778
-
-
... More
2.4.10.A
Removing all type of Hume Pipes and Stacking within a lead of 1000 metres including
Earthwork and Dismantling of Masonry Works - Up to 600 mm dia
656.3
-
-
... More
OD81709/2024-2025
Pillar for inscribing structure No. for culverts, bridges etc in reinforced cement
concrete M 15 grade of standard design, fixing in position including painting and
printing etc ( precast)
228
-
-
... More
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<br>
Bituminous course - By Mechanical Means<br>
26.31
-
-
... More
OD110539/2024-2025
Construction of granular fill as per drawing by providing graded material, spreading in
uniform layers with excavator 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
213.93
-
-
... More
OD78506/2024-2025
Cutting and removing excess length of wooden piles to line and level etc.complete
341.43
-
-
... More
OD78505/2024-2025
Coconut Pile - Supplying and stacking well matured straight coconut post for driving
down through various strata below bed level including cost of coveyance, labour
charges etc complete
2724
-
-
... More
OD78507/2024-2025
Driving coconut pile to line and levels through soft to medium clay strata including all
hire charges, labour charges and all other appliances necessary for driving down pile
after pointing the bottom end. Avg output 8 nos/day
2724
-
-
... More
BILL 6- Repair and Rehabilitation
-
-
-
... More
OD75622/2024-2025
Guniting the damaged part of slab after removing /old guniting /part of defective
concrete, cleaning the surface and exposed reinforcement throughly by sand blasting ,
spraying with epoxy @ 0.67 Kg/sqm including cost of wire mesh farics 5cmx 5cmxNo
10gauge in first layer of guniting complete as per drawings Techanical specifications
Clause 2807 and as directed by Engineer .
625
-
-
... More
OD75638/2024-2025
Clearing of culvert vents and river/stream bed on U/S and D/S of culvert by removing
deposited debris, slit, soil and any other foreign material and including safe disposal of
removed material as per technical specification section 300 based on the specification
3.6.Excavation for roadwork in soil with hydraulic excavator
1383
-
-
... More
OD75646/2024-2025
Repairs to loose boulder pitching/revetment to embankment slopes near abutments by
removal ,stacking of existing boulders and relaying stacked boulders properly after
increasing height of earth fill around embankment as per Technical specifications
clause 2504
107
-
-
... More
15.1.A
Providing and laying boulders apron on river bed for protection against scour with
stone boulders weighing not less than 40 kg each complete as per drawing and
Technical specification. Boulder Laid Dry Without Wire Crates.
36
-
-
... More
OD75640/2024-2025
Clearing and grubbing under culvert and in river/stream bed both U/S and D/S of
existing culvert 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 <br> In area of light jungle - By Mechanical
Means<br>
118
-
-
... More
OD109648/2024-2025
Providing ruled pointing in 1:3 Cement mortar in coursed rubble masonry in
abutments, piers and wing walls complete as per clause 1405.6 of Technical
specifications
196
-
-
... More
2.7
Dismantling guard rails by manual means and disposal of dismantled material with all
lifts and up to a lead of 1000 metres, stacking serviceable materials and unserviceable
materials separately.
534
-
-
... More
14.6
Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12
mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500,
centre to centre spacing between vertical post not to exceed 2000 mm, leaving
adequate space between vertical post for expansion, complete as per approved
drawings and technical specifications.
522
-
-
... More
13.6
Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as
per drawing and Technical Specifications
3
-
-
... More
Sealing of cracks by injecting grout through nipples including cleaning the affected area complete as per Section 2800
-
-
-
... More
16.7
Sealing of crack / porous concrete with Epoxy Grout by injection through nipples
complete as per clause 2803.1
1391
-
-
... More
16.5.B
Sealing of cracks/porous concrete by injection process through nipples/Grouting
complete as per Technical Specification Cement Mortar (1:1) Grouting
159
-
-
... More
16.4
Providing and inserting nipples with approved fixing compound after drilling holes for
grouting as per Technical Specifications including subsequent cutting/removal and
sealing of the hole as necessary of nipples after completion of grouting with
Cement/Epoxy
290
-
-
... More
OD110748/2024-2025
Protective surface coating of concrete by acrylic estastomeric coating to inhibit the
ingress of chlorides or carbon dioxide. As per Technical specification Clause 2808
6330
-
-
... More
16.9
Removal of defective concrete, cleaning the surface thoroughly, applying the shotcrete
mixture mechanically with compressed air under pressure, comprising of cement,
sand, coarse aggregates, water and quick setting compound in the proportion as per
clause 2807.1., sand and coarse aggregates conforming to IS: 383 and table 1 of IS:
9012 respectively, water-cement ratio ranging from 0.35 to 0.50, density of gunite not
less than 2000 kg/cum, strength not less than 25 Mpa and workmanship conforming to
clause 2807.6.
230
-
-
... More
16.6
Patching of damaged concrete surface with polymer concrete and curing compounds,
initiator and promoter, available in present formulations, to be applied as per
instructions of manufacturer and as approved by the Engineer.
426
-
-
... More
16.11
Eproxy bonding of new concrete to old concrete
426
-
-
... More
8.8
Painting two coats after filling the surface with synthetic enamel paint in all shades on
new plastered concrete surfaces
374
-
-
... More
16.22
Repair of RCC Railing : Carrying out repair of RCC m30 railing to bring it to the
original shape.
70
-
-
... More
BILL 7- Drainage and Protection works
-
-
-
... More
Providing and constructing RCC Covered drain / Line drain complete as per drawing and Technical Specification Clause 309
-
-
-
... More
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. <br> Ordinary Soil - Depth upto 3m - Mechanical Means
<br>
2117.61
-
-
... More
12.8.A.1
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and
Technical Specifications. <br> PCC Grade M15 <br>
257.1
-
-
... More
12.8.E.2.1
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and
Technical Specifications. <br> RCC Grade M25 - With Batching Plant, Transit
Mixer and Concrete Pump <br>
1136.21
-
-
... More
13.6
Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as
per drawing and Technical Specifications (For drain)
63.95
-
-
... More
OD83946/2024-2025
Providing inlet pipes of 150mm dia PVC pipe for draining out water from kerb face to
drain complete as per drawing and as directed by the Engineer
514.2
-
-
... More
OD83912/2024-2025
Providing and fixing 150mmx150mm GI grating complete as per drawing and
technical specifications.
514.2
-
-
... More
OD109693/2024-2025
Earth work excavation for construction of retaining wall as per drawing and technical
specification, including setting out, removal of stumps and other deleterious matter,
only for dressing of sides and bottom and back filling with approved material. in all
kind of soil by mechanical means for all depth
36990.59
-
-
... More
Providing and constructing Plain cement concrete M10 grade in levelling course of DRM/ RRM complete as per drawing and technical specification clause 309 and sections 1500 and 1700.
-
-
-
... More
OD109726/2024-2025
Construction of dry lean cement concrete Sub- base over a prepared sub-grade with
coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not
exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after
blending to be as per table 600-1, cement content not to be less than 150 kg/ cum,
optimum moisture content to be determined during trial length construction, concrete
strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to
site, laid in line and level, compacting with 8-10 tonnes vibratory roller, finishing and
curing.
4220.65
-
-
... More
13.8
Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing
wall/return wall with 100 mm dia AC pipe, extending through the full width of the
structure with slope of 1V : 20H towards drawing foce.Complete as per drawing and
Technical Specifications
7864
-
-
... More
13.6
Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as
per drawing and Technical Specifications (For retaining wall)
95.55
-
-
... More
OD81879/2024-2025
Providing and laying plain/reinforced cement concrete coping grade M20 over DR/RR
masonry wall including formwork complete as per drawing and Technical
Specifications. PCC Grade M20
2856.03
-
-
... More
Supplying and providing woven coir geo textile fabric of type H2M25(900gra,/sqm opening size 9x12 thickness, 7.16mm with wide width tensile strength 19.8 KN/m in machine direction,18.8 KN/m in cross machine direction and trains at failure of 27.63 in machine direction and 21.06% in cross machine direction in wrap direction right angle to the alignment of road formation with suitable laps as directed by the departmental officers at site
64061.42
-
-
... More
OD79209/2024-2025
DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry
with good quality blasted rubble including packing to compactness to lines and levels
cost and conveyance of all materials labour charges etc. complete as per direction of
Departmental officers at site
28020.59
-
-
... More
OD79208/2024-2025
DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry
with departmental rubble including packing to compactness to lines and levels cost
and conveyance of all materials labour charges etc. complete as per direction of
Departmental officers at site
3474.99
-
-
... More
13.4.A
Random Rubble Stone masonry (coursed/uncoursed) work in cement mortar 1:3 for
substructure complete as per drawing and Technical Specifications
2684.34
-
-
... More
OD81935/2024-2025
Random Rubble Stone masonry (coursed/uncoursed) work with departmental rubble in
cement mortar 1:3 for substructure complete as per drawing and Technical
Specifications
443.24
-
-
... More
2.4.4.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 <br> Dismantling Stone Masonry - Rubble stone
masonry in cement mortar.<br>
5395.95
-
-
... More
2.4.4.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 <br> Dismantling Stone Masonry - Rubble stone
masonry in cement mortar.<br>
43750.6
-
-
... More
OD81870/2024-2025
Construction of granular fill as per drawing by providing graded material, spreading
in uniform layers with excavator on a prepared surface, mixing by mix in-place
method and compacting with a vibratory roller to achieve the desired density,
complete as per clause 401. Grading V
10568.74
-
-
... More
OD79204/2024-2025
Cutting and removing excess length of wooden piles to line and level etc.complete
31426
-
-
... More
OD79205/2024-2025
Driving coconut pile to line and levels through soft to medium clay strata including all
hire charges, labour charges and all other appliances necessary for driving down pile
after pointing the bottom end. Avg output 8 nos/day-mechanical means
188556
-
-
... More
OD79203/2024-2025
Coconut Pile - Supplying and stacking well matured straight coconut post for driving
down through various strata below bed level including cost of coveyance, labour
charges etc complete.
188556
-
-
... More
BILL 8- Road Markings and Signages
-
-
-
... More
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
214.57
-
-
... More
Providing and fixing Distance Indicator post including painting and printing etc all complete as per Technical Specification Clause 805.
-
-
-
... More
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)
5
-
-
... More
8.14.2
Reinforces cement concrete M 15 grade Kilometre stone of standard design as per
IRC:8-1980, fixing in position including painting and printing etc Ordinary kilometer
stone ( precast)
17
-
-
... More
OD81166/2024-2025
Reinforces cement concrete M 15 grade 200m stone of standard design as per IRC:8-
1980, fixing in position including painting and printing etc ( precast)
86
-
-
... More
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.
-
-
-
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OD131462/2024-2025
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. 60cm
Equilateral triangle
566
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-
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8.4a.8
Retro-Reflectorised Traffic Signs (Type XI) : 75 cm octagon <br> 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. (Stop sign)
79
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-
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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/
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. <br> 60
cm circular
125
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State Route Marker/Direction sign
36
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-
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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
11.52
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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.
18
-
-
... More
OD109781/2024-2025
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. - Flag type
direction sign
36
-
-
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OD81163/2024-2025
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. <br> 30
cm x 90 cm rectangular - Hazard marker
490
-
-
... More
OD81164/2024-2025
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. <br> 45
cm x 90 cm rectangular - Double hazard marker
1
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-
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OD131487/2024-2025
Retro-Reflectorised Traffic Signs (Type XI) : 50cmx 60 cm rectangular <br>
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. Chevron sign
board
403
-
-
... More
OD131488/2024-2025
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 <br>80 mm x 60mm
rectangular. Bus stop sign board
32
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Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads on Bituminous Surface @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35-2015 .The finished surface to be level, uniform and free from streaks and holes.as per drawing and Technical specification 803
-
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OD131091/2024-2025
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. Centre line/edge
line/ transverse marking and any other markings
7061.74
-
-
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OD81169/2024-2025
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. Directional
arrows (Straight arrows)
213
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-
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OD81168/2024-2025
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. Left and right
turn arrows
18
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-
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OD81167/2024-2025
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. Straight and
left/right turn arrows
134
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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<br> Road Markers/Road Stud with Lense
Reflector :-
7365
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8.15
Supplying and installation of delineator (Roadway indicators) posts 80- 100cm high
above ground level, pained black, and white in 15 cm wide strips, fitted with min. 80 x
100 mm rectangular or 75 mm dia circular retro reflectorized panels at the top with
minimum visibility of 300m with provisions to prevent edge lifting and vandalisam,
and conforming to clause 806 , IRC-79 and the drawings including fixing to ground
(The deleniator shall be of approved type as per specification)
6700
-
-
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OD81197/2024-2025
Construction of cement concrete kerb with top and bottom width 50 and 250 mm
respectively, 200 mm high in M 20 grade PCC Using Concrete Mixer on M-10 grade
foundation 100 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
6668
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8.8
Painting two coats after filling the surface with synthetic enamel paint in all shades on
new plastered concrete surfaces
2300.05
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55.38a
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
Structural Steel c section 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 structural steel c section 150 x 75 x 5
mm, 330 mm long complete as per clause 811.3
855
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-
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OD86572/2024-2025
Construction of traffic hump as per IRC 99-2018, with BC-Grading II and tack coat
chord length 3m as all completed as per engineer in charge
71
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OD109820/2024-2025
Supplying and laying interlocking tile 80mm or nearest size thickness, minimum
strength M40 including providing a layer of 6mm aggregate for 5cm thickness, then
laying interlock cobbles in lines and levels as per the directions of the departmental
officers at site inclusive of all cost & conveyance charges etc. complete.
11836.37
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55.22
Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum
strength M 40 including providing a layer of 6 mm aggregate for 5 cm thickness, then
laying interlock cobbles in lines and levels as per the directions of the departmental
officers at site inclusive of all cost & conveyance charges etc.; complete.
2305.62
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OD110691/2024-2025
Providing and laying sand bed as per drawing and as per engineer in charge
69.17
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12.8.1.C.1
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and
Technical Specifications <br> RCC Grade M20 - Using Concrete Mixer
<br>
672.87
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-
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12.8.A.1
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and
Technical Specifications. <br> PCC Grade M15 <br>
504.66
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BILL 9- Bus Shelter
-
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OD130205/2024-2025
Earth work in excavation by mechanical means (Hydraulic excavator) /manual means
in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan),
including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting
out the excavated soil and disposal of surplus excavated soil as directed, within all lift
and leads in all kinds of soil
62.5
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POD130324/2024-2025
Providing and laying in position cement concrete of specified grade excluding the cost
of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse
sand : 8 graded stone aggregate 40 nominal size)
91.25
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-
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OD130325/2024-2025
Centering and shuttering including strutting, etc. and removal of form for:Foundations,
footings, bases of columns, etc for mass concrete
105
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-
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OD130445/2024-2025
Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard,
jointed with neat cement slurry mixed with pigment to match the shade of tiles,
including rubbing and cleaning etc. complete on 20 mm thick bed of cement mortar
1:4 ( 1 cement : 4 coarse sand).Light shade pigment using white cement
600
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-
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OD130352/2024-2025
Designing, fabricating, testing, installing and fixing in position Curtain Wall with Aluminium Composite Panel Cladding, with open grooves for linear as well as curvilinear portions of the building , for all heights and all levels etc. including: a) Structural analysis & design and preparation of shop drawings for pressure equalisation or rain screen principle as required, proper drainage of water to make it watertight including checking of all the structural and functional design. b) Providing, fabricating and supplying and fixing panels of aluminium composite panel cladding in pan shape in metalic colour of approved shades made out of 4mm thick aluminium composite panel material consisting of 3mm thick FR grade mineral core sandwiched between two Alumini um sheets (each0.5mm thick). The aluminium composite panel
cladding sheet shall be coil coated, with Kynar 500based PVDF / Lumiflon based
fluoropolymer resin coating of approved colour and shade on face # 1 and polymer
(Service) coating on face # 2 as specified using stainless steel screws, nuts, bolts,
washers, cleats, weather silicone sealant, backer rods etc. c) The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanised with serrations and serrated washers to arrest the wind load movement, fasteners, SS 316 Pins and anchor bolts of approved make in SS 316, Nylon separators to prevent bi-metallic contacts all complete required to perform as per specification and drawing The item includes cost of all material & labour component, the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working curtain wall with aluminium composite panel cladding, cleaning and protection of the curtain wall with aluminium composite panel cladding till the handing over of the building for occupation. Base frame work for ACP cladding is payable under the relevant aluminium item.s The Contractor shall provide curtain wall with aluminium composite panel cladding, having all the performance characteristics all complete , as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer-inCharge. However, for the purpose of payment, only the actual area on the external face of the curtain wall with Aluminum Composite Panel Cladding (including width of groove) shall be measured in sqm. up to two decimal places.
1117
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OD130362/2024-2025
Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+
0.05%) total coated thickness, zinc coating 120 grams per sqm as per IS:mm(+0.05%)
total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa
steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat
15-18 microns using self drilling/self tapping screws complete:Gutter (600 mm over
all girth)
262.5
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OD130378/2024-2025
Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes,
channels, plates etc., including welding, grinding, buffing, polishing and making
curvature (wherever required) and fitting the same with necessary stainless steel nuts
and bolts complete, i/c fixing the railing with necessary accessories & stainless
steel dash fasteners, stainless steel bolts etc., of required size on the top of the floor or
the side of waist slab with suitable arrangement as per approval of Engineer-in-charge,
(for payment purpose only weight of stainless steel members shall be considered
excluding fixing accessories such as nuts, bolts, fasteners etc.)
5680.02
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OD130443/2024-2025
Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses
etc., including cutting, hoisting, fixing position and applying a priming coat of
approved steel primer, including welding and bolted with special shaped washers etc.
complete including KSTP logo on top of bus shelter as
directed by engineer in charge.Hot finished seamless type tubes-50 mm square tube
main rafters, 40 mm square tube members.
12406.15
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OD130441/2024-2025
Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as
per manufacturer's specifications including appropriate priming coat, preparation
of surface, etc. complete.On concrete work
300
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OD130437/2024-2025
Demolishing existing bus shelter manually / by mechanical means including stacking
of steel bars and disposal of unserviceable material with in all lead as per direction of
Engineer -in-Charge.
42
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Bill 10- Maintenance during Construction
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OD130437/2024-2025
Demolishing existing bus shelter manually / by mechanical means including stacking
of steel bars and disposal of unserviceable material with in all lead as per direction of
Engineer -in-Charge.
5901.5
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Billl 11- Temporary Diversion work
-
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3.17
Construction of embankment with approved materials deposited at site from roadway
cutting and excavation from drain and foundation of other structures graded and
compacted to meet requirement of table 300-2
15840
-
-
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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
5664
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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.
5913
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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
13200
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5.2.b
Providing and applying tack coat with bitumen emulsion (RS) using emulsion pressure
distributor at the rate of 0.25 - 0.30 kg per sqm on the prepared Granular Surface
cleaned with mechanical broom.
13200
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5.10.2.a
Providing and laying of premix sand seal coat with HMP of appropriate capacity not
less than 75 tonnes/ hours using crushed stone chipping 6.7 mm size and bitumen
(VG-30) 6.8 kg per 10 sqm
13200
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OD75327/2024-2025
Construction of sub-grade and earthen shoulders with approved material deposited at
site from roadway cutting and excavation from drain all complete with all lifts &
leads, transporting to site, spreading, grading to required slope and compacted to meet
requirement of table No. 300-2 as per technical specification clause 305
2821.5
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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
840
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Bill 12- Electrical and Miscellaneous
-
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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 200x200x16mm suitable for wind speed as per IS 875 part III single arm bracket 0.5mt including foundation bolt 4 nos fixed in new RCC foundation and junction box etc. complete 8 Meters
262
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Supply, installation, testing and commissioning of 10M octagonal pole made of hot dip galvanized GI sheet 70mm top diameter,175mm bottom diameter thickness 3mm base plate dimensions of 275x275x16mm suitable for wind speed as per IS 875-part III single arm bracket 0.5mt including foundation bolt 4 nos fixed in new RCC foundation and junction box etc. complete 10 Meters
27
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Supply, installation, testing and commissioning of 150W LED street light output greater than 105lumen/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)
262
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Supply, installation, testing and commissioning of 200W LED street light output greater than 105lumen/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)
27
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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
9901
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Providing and laying earth connection from earth electrode with 6 SWG dia G.I Wire in 15mm dia G.I pipe from earth electrode including connection with G.I thimble excavation and refilling as required.
262
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Supplying, testing, installing and commissioning of 40mm HDPE pipe for underground cable laying
9000
-
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Supply, erection of 8 way feeder pillar outdoor type panel complete with accessories and concrete foundation, service cable termination, testing and commissioning in complete
9
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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)
1
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Earthing with G.I earth pipe 4.5 metre long,40mm dia. including accessories and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/coke and salt as required.
19
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Bill 13- General Item
-
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Vehicles running cost of fuel and POL for 3000 Km.and as per Technical specifications 122
18
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Maintenance of Type 2 Vehicles (Provided for Employer) including full comprehensive insurance, Driver's salary, repairs including replacement of tyres as required, services as per manufacturer’s recommendation etc.and as per Technical specification 122
18
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Bill 14- Environmental, Safety, Health Safety and EMP Cost
-
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Resources allocated to ESHS management all completed as per Additional Specification Clause A-5
-
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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
18
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ESHS Supervisor (one ESHS supervisor for each shift on each Project Area, respecting the provisions of 4.1.3), total work experience 5 years including 1 year similar work experience
18
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Community Liaison Officer having total experience 5 years [Fluency in local languages should be mandatory for this position]
18
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Implementation of the Health and Safety Plan all completed as per Additional Specification Clause A-5
-
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Installation silt fencing for control sediment into nearby surface water bodies as listed in section 5.5.10.1 5.5.10.1 Contamination of Surface Water from Construction and Allied Activities of ESIA report, including regular maintenance for entire construction period and removal of those fence on completion of work near surface water bodies
2900
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Provide and maintenance of personal protective equipment including nosal mask for prohibition of spread of Covid-10, as required, to all personnel, visitors or third parties entering a Project Area are equipped with Personal Protection Equipment (PPE) pursuant to the practices and standards specified in ESHS Clause 9
18
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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.
- 32.2. Hearing tests are conducted for the Contractor’s personnel exposed to noise levels above 80 dB(A) in order to establish initial audiograms. Annual test shall be carried out as per advise of the Engineer.
- Covid-19 test to the Contractor's personal as and when required
6
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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.
18
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Accommodation, drinking water, meals and transportation of staff all completed as per Additional Specification Clause A-5
-
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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 Organization at supply points
1
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Provide and maintain accommodation for non-resident Personnel in a camp or an alternative structure outside of the Project Areas, such as a hotel or rented house, will comply with the conditions of the present ESHS Sub-Clause in pursuance of Sub-Clause 6.6 of the CC. The quality of accommodation shall comply with ESHS clause 40.2
1
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Contractor provides meals at a reasonable cost or free of charge to its Contractor’s Personnel per shift in a canteen area and according to a procurement system which complies with the provisions of this ESHS Specifications Sub-Clause
1
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Training and local recruitment management costs all completed as per Additional Specification Clause A-5
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Contractor shall organize training sessions for his personnel in two-folds: introductory sessions for starting work at the Project Area, and technical training as required in relation to the execution of the works as per ESHS Clause 8.3 and 8.5
6
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The Contractor will take out and maintain the necessary insurance to cover the cost of the sanitary repatriation of its Contractor’s Personnel
1
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Protection of adjacent areas, biodiversity, prevention of erosion and wastewater management all completed as per Additional Specification Clause A-5
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Protection of adjacent areas, prevention of erosion and wastewater management - The Contractor shall take the necessary measures to ensure that pollution to air, water or land is prevented or, where this is not possible, reduced and mitigated as far as practicable during the construction phase. If required in the PA-ESMP the Contractor will develop a pollution prevention Plan for managing e.g. atmospheric emissions and dust, e.g. noise and vibrations,
1
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Installation and maintenance of Oil Interceptor (refer schematic diagram at Annexure 8.4 of ESIA Report) for removal of oil and grease at vehicle wash bay
1
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Sprinkling of water for suppression of dust all along the construction areas for the entire construction period
1
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Traffic, noise and atmospheric emissions management, land take all completed as per Additional Specification Clause A-5
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Contractor shall carry out or contracting the monitoring of 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.
6
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Contractor shall carry out monitoring of environmental attributes of as per environmental monitoring plan for Construction phase. Plant site environmental monitoring - if it is part of mandatory consent/permit condition by KSPCB, it will not be payable under BOQ.
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Ambient Air Quality
15
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Surface Water Quality
10
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Ground Water Quality
8
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Noise Level
10
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Soil Quality
3
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Contractor shall carry out monitoring of environmental attributes of as per environmental monitoring plan for 1 year of operational phase/Defect Liability Period
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Ambient Air Quality
6
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Surface Water Quality
6
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Ground Water Quality
2
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Noise Level
6
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Soil Quality
2
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Waste and hazardous products management all completed as per Additional Specification Clause A-5
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Identifying, collecting, transporting and treating all waste produced on the Project Areas..
1
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Vegetation clearing and site rehabilitation all completed as per Additional Specification Clause A-5
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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, quarry areas, camp site, storage areas, diversions, etc.
1
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Bill 15- Reconstruction of affected encroached structures within the COI as per ESMP
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OD130663/2024-2025
Earth work in excavation of foundation of structures as per drawing and technical
specification, including setting out, removal of stumps and other deleterious matter,
only for dressing of sides and bottom and back filling with approved material in all
types of soil by mechanical means for all depth for compound wall
25
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OD130819/2024-2025
Dismantling of encroached structures comprising of masonry, cement concrete, wood
work, steel work etc wherever necessary, sorting the dismantled material, disposal of
unserviceable material and stacking the serviceable material with all lifts and lead of
1000 metres for encroached structures
50
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12.4
Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate
40 mm nominal size mechanically mixed, placed in foundation and compacted by
vibration including curing for 14 days for compund wall
10
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12.7.B
Random Rubble Masonry (coursed/uncoursed ) Work in Cement Mortar 1:3 in
Foundation complete as per Drawing and Technical Specifications for compound wall.
20
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OD130878/2024-2025
Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm
or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth
with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete for compound wall
40
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OD131005/2024-2025
Plastering of compound wall using 12 mm cement plaster of mix: 1:4 ( 1 cement : 4
fine sand) for compound wall
200
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Bill No.16- Provisional Sum - Utility shifting - Shifting of obstructing utilities towards existing RoW (as per the details available from KSTP) for the approx. value of INR 3,63,67,797/- (excl. GST). The works shall be carried out as per the approved estimate by the utility agencies, in close coordination with utility agency and as per precaution / conditions stipulated by the agency all complete as per Technical Specification of bid document and utility agencies.
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