Roads And Bridges Development Corporation Of Kerala Limited Tender
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Roads And Bridges Development Corporation Of Kerala Limited - RBDCK Tender
Civil And Construction
Civil Works Others
Excavation
Eprocure
Opening Date5 Nov 2022
Closing Date23 Nov 2022
Tender Amount₹ 30,94,679
Costs
EMD
₹ 50,000Document Cost
₹ 2,360Tender Fee
Refer Documents
Summary
Repair And Maintenance Works At Thirunavaya Rob In Malappuram District
Description
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Contact
Tender Id
2022_RBDCK_525350_1Bid Award Id
ViewTender No
RBDCK/ T330/199/ 2022Tender Authority
Roads And Bridges Development Corporation Of Kerala Limited ViewPurchaser Address
-Website
http://http://www.rbdck.com/
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Documents
BOQ Items
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
Manual Means
0.05
-
-
Construction of granular sub-base by providing graded material, spreading in uniformlayers 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
371.44
-
-
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.
81.6
-
-
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.
544
-
-
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.
1155
-
-
Dense Graded Bituminous Macadam:- For Grading II (26.5 mm nominal
size). Providing and laying dense graded bituminous macadam with 80-100
TPH 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.
28.05
-
-
Providing and laying bituminous concrete with 80-100 TPH hot mix plant producing
an average output of 75 tonnes per hour using crushed aggregates of specified
grading, premixed with a bituminous binder( NRMB) @ 5.4 percent 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)
32.94
-
-
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.
17.25
-
-
Laying of interlocking(Department supplying) 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.
794.5
-
-
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.
340.5
-
-
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br> PCC Grade M20 (Without formwork)
22.35
-
-
Maintenance of Earthen Shoulder (filling with fresh soil) Making up the loss of
material/ irregularities on the shoulder to the design level by adding fresh approved
soil and compacting it with appropriate equipment.
42.81
-
-
Providing and erecting retro-reflectorised Object Hazard Marker 300mm x 900mm. Providing and erecting retro-reflectorised Object Hazard Marker sign with
07 years warranty, manufactured as per IRC 67 USING Type IV ASTM D 4956-09
micro prismatic retro reflective sheeting fixed over aluminium sheetig, 2 mm thick /
aluminium composit material sheeting 4 mm thick with suitable back support frame
and supported on a mild steel angle iron post 75mmx75mmx6mm, firmly fixed 30cm
above ground level by means of properly designed foundation with M 15 grade
cement concrete 30cmx30x45cm, 45cm below ground level including painting all
non-reflective faces with epoxy paint 2 coats over epoxy primer as per approved
drawing and clause 801.<br>300 mm x 900 mm
2
-
-
RProviding 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 :-
28
-
-
Demoliton work Demolishing cement concrete manually / by mechanical means including disposal of
material within 50 metres lead as per direction of Engineer - in-Charge.Nominal
concrete 1:4:8 leaner mix ( including equivalent design mix)
0.65
-
-
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