Jawaharlal Nehru Port Trust Tender
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Jawaharlal Nehru Port Trust - JNPT Tender
Civil And Construction
Road Construction
Eprocure
Opening Date10 Sep 2024
Closing Date14 Oct 2024
Tender Amount₹ 1,24,11,975
Costs
EMD
₹ 2,92,950Document Cost
₹ 11,800Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_JNPT_825293_1Bid Award Id
ViewTender No
PPD/DGM/Road (EN-211)/T- 30/2024Tender Authority
Jawaharlal Nehru Port Trust ViewPurchaser Address
-Website
http://http://www.jnport.gov.in/
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BOQ Items
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Wet Mix Macadam -- 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. Laying By Grader/Paver.
840
1717800
2045
... More
Construction of dry lean cement concrete Sub- base over a prepared sub-grade with
coarse and fine aggregate ( natural sand/ VSI grade finely washed crushed sand)
conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, , 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/ Weigh batch mixer, transported to site with all leads and lifts, laid with a
paver with electronic sensor /by suitable means as approved by Engineer-in-charge ,
compacting with vibratory roller, finishing, curing and including preparation of sub grade surface if required etc. complete. with fully automatic micro processor based PLC
with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer)
etc. complete.
420
1536780
3659
... More
DENSE BITUMINOUS MACADAM: Proving and laying dense bituminous macadam using crushed aggregates of Grading 1, premixed with bituminous binder VG-30 Bitumen @ 4.50 per cent by weight of total mix and filler, transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired density for 76-100 mm compacted thickness .USING 80 TPH Batch mix type hot mix plant with SCADA, Sensor Paver, Intelligent Compactor with compaction analyzer and V-Sat attachment with Stone Dust filler.
280
2705920
9664
... More
BITUMINOUS CONCRETE:- Providing and laying bituminous concrete using crushed aggregates of grading 1, premixed with bituminous binder @ 5.20 per cent by weight of total mix and filler, transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction for 50 mm compacted thickness with specified grade of Bitumen,Excluding prime / tack coat. For Bitumen of specified grade -- USING Batch mix type hot mix plant with SCADA, Sensor Paver, Vibratory roller with Stone Dust filler. (VG-30 bulk bitumen rates are considered to arrive at rates)
115
1218885
10599
... More
Providing and applying tack coat on the prepared surface heating by fames in Boiler and
spraying bitumen set footed in bitumen boller on B.T. surface 2.5 kg/10 sqm.(VG-30 bulk
bitumen rates are considered to arrive at rates)
5600
100800
18
... More
Providing and Laying hot applied thermoplastic road marking strip on Bituminous Surface
of specified shade/ colour of 2.5 mm thick including 1.5 Refractive index reflectorizing
glass beads @ 250gm/sqm .Thickness of 2.5 mm is exclusive of surface applied glass
beads as per IRC 35:2015. Initial Dry reflectivity RL shall be 250 mcd/sqm/lux
measured in the initial 7 days and sustained reflectivity RL of 100 mcd/sqm/ lux and Qd of
100 mcd/sqm/ lux measured at the end of 2 years by means of a Standard Reflectometer of
Zehntner, Easylux, Delta make capable of measuring RL & QD both according to IRC
35:2015 clause 15.5. The finished surface to be level, uniform, and free from streaks and
holes complete as per direction of Engineer-in-charge and in accordance with applicable
specifications.(Refer MORTH Clause 803 for technical Specification and Performance
for IRC 35:2015).
90
59940
666
... More
Providing earthwork in embankment with approved materials obtained from other sources upto lead of 5Km. including all lifts, laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves, grades & section, watering and compaction with vibratory roller with V-Sat attachment to achieve not less than 97% of standard proctor density etc. complete ( Material obtained from Other sources)
350
290850
831
... More
Providing and fixing precast kerbstone of M25 grade as per detail drawing etc complete.
700
1268400
1812
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