Jawaharlal Nehru Port Trust Tender

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The JNPT has issued a formal invitation for competitive bids for the Jawaharlal Nehru Port Trust project, for Upgradation Of Approach Road Near Shell India, Deepak Fertilizers And Speedy Cfs With Pqc At J N Port in Raigarh, Maharashtra, with an estimated contract value of Rs. 2,98,43,955. The bid opening date for this tender is 15-11-2024 and the last date for bid submission is 14-12-2024. Interested bidders for Jawaharlal Nehru Port Trust tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.

Jawaharlal Nehru Port Trust - JNPT Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date15 Nov 2024
Closing Date14 Dec 2024
Tender Amount₹ 2,98,43,955 
Notes
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Costs

Description

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Maharashtra

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Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000metres, stacking serviceable and unserviceable materials separately etc. complete.

910

430

391300

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Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to worksite, spreading in uniform layers with motor grader/ Paver on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401--Plant Mix Method and Grading - III Material

1365

2039

2783235

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Providing dry/ trap/ granite/ quartzite/ gneiss rubble stone soling 15cm to 20cm thick including hand packing and compacting etc. complete.

60

1382

82920

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PQC Providing and laying in-situ M40 Grade unreinforcemened plain cement contrete payment over a perpared sub base with 43 grade cement, coarse and fine aggregate (natural sand/ VSI grade finely washed crushed sand) conforming to IS 383, using fine and coarse aggreates combined gradation as per table 6000-3 of MORTHS pecification 2013, mixed in a batching and mixing plant/non tilting mixer and weigh batcher as per approved mix design, admixtures, transporting to site, spreading, laying with approved make paver, compacted and finished in a continuous operation, finishing to lines grade as directed by Engineer-in-charge abd curing compound/ by providing cement vatain cement Mortar 1:8 @ 0.6mx0.6m center to center, admeasuring 80mm at bottom and 40mm at top with depth of 75mm and maintaining the same through out curing period by any other method approved by Engineer-in-charge (Incluidng rates for separation membrane, Groove cuttings, Joint sealent-Polysulphate, Tie Bars & Dowel bars and steel etc. complete.

1600

7936

12697904

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Providing and laying Cast in situ/Ready Mix cement concrete in M15 of trap/ granite/quartzite/gneiss metal for foundation and bedding / steps including steel centering, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface, only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.),with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade)

160

6359

1017440

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Providing and laying Cast in situ/Ready Mix cement concrete in M-25 of trap/ granite/ quartzite/ gneiss metal for R.C.C. pardi of required thickness including steel centering, formwork, cover blocks, laying/pumping, compacting and roughening them if special finish is to be provided and curing complete. (Excluding reinforcement and structural steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade)

435

15750

6851250

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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 subgrade surface if required etc. complete.

685

3659

2506415



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