Zilla Parishad Tender

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The ZP has issued a formal invitation for competitive bids for the Zilla Parishad project, for Nit No.-wb/s24pgs/565 -sps, Dt.-02.09.2019,sl. No. 04. in South 24 Parganas, West Bengal, with an estimated contract value of Rs. 6,02,125. The bid opening date for this tender is 03-09-2019 and the last date for bid submission is 17-09-2019. Interested bidders for Zilla Parishad tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.

Zilla Parishad - ZP Tender

Opening Date3 Sep 2019
Closing Date17 Sep 2019
Tender Amount₹ 6,02,125 
Notes
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Costs

Summary

Nit No.-wb/s24pgs/565 -sps, Dt.-02.09.2019,sl. No. 04.

Description

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BOQ Items

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DO_NOT_SHOW

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Providing,and laying Premixed Seal Coat(Type B) with approved quality Sand /grit @ 0.6m3 /100m2 and bitumen binder on thoroughly cleaned black top surface coated with tack coat, including heating and mixing cleaned sand/grit (100% passing through 2.36mm sieve and retained on 180 micron sieve) uniformly with bitumen binder, laying and spreading the mix at an uniform rate using suitable means, brushing the surface, if necessary, to ensure uniformity, followed by the rolling with power roller including the cost and carriage of binder and aggregates , cost of heating the binder and aggregates and all other incidental charges, cost of fuel and lubricants , including hire charges of machineries, tools and plants required for construction and quality control complete as per Clause 511 of Specifications for Roads and Bridge Works of MoRT&H (5th Revision).

714.1

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41.47

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Construction of masonry display board to display the schematic details as directed.

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2500

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Photographs for pre / post/during construction view of the site as directed.

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200

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ADD GST 12%

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63873.44

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Water Bound Macadam Base Course by providing and laying Spreading and consolidating stone metal of specific size in hard crust to requisite thickness of 75 mm as directed by the engineer in charge. With 63-45 mm (for Grade -I)& 53-22.4mm stone aggregate (for Grade -II)with type- B (11.2mm) screening material for 75 mm thickness using menual means. Sweeping watering and rolling in stages with Vibratory roller 8-10 tonnes to proper line grade and camber ,spreading and sweeping and requisite type and quantity ofr screening materials to fill up the interstices of pours aggreates applying binding materials as materials directed , including lighting and guarding necessary cutting and filling and making necessary earthen bundh of 1 metre width on each side , rolling by power roller, applying binding materials as directed , making necessary earthen bundh on each side .All complete including all cost of labour , hire , man , machineries etc. As per clause 404 of specification of road and bridge works of MoRT&H(5th revision) Grade-I

53.56

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2776.64

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Tack coat ( For one sqm) (i) On grounular surface with primer ( using bitumin emelsion at the ………………….. Road & bridge works of M0RT&H (5th Revision

714.1

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10.37

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Labour cess 1%

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5961.52

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Construction of Embankment with Material Obtained from Borrow Pits. Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5m, transporting to site, spreading, grading to required slope and compacting to meet

57.9

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85.6



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