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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
| 2 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
| 3 | Admitted-Fee/PreQual/Technical KHOTTAPARA P O KRISHNAGAR DIST NADIA PIN 741101 | KRISHNAGAR | NADIA | WEST BENGAL | 741101 | Admitted-Fee/PreQual/Technical |
Tender Value
₹13.5 L
EMD Value
₹27,054
Closing Date
14 Jan 2026, 12:00 pmClosed
EXECUTIVE ENGINEER, NADIA HIGHWAY DIVISION NO. II
EXECUTIVE ENGINEER, NADIA HIGHWAY DIVISION NO. II, CITY CENTER BUILDING, KALYANI, NADIA, 741235
Restoration work with Paver Block due to excessive rain fall on Ghoshpara-Jagulia Road from Ch 14.20 Km to Ch 14.25 Km of Kalyani Highway Sub Division under Nadia Highway Division No II in the District of Nadia during the year 2025_26
2025_WBPWD_978700_1
NIT07SlNo1OF2025-26OFEENHDII
Open Tender
CIVIL WORKS
Percentage
30 days
GHOSHPARA
Please refer Tender documents.
4 documents required · 4 mandatory
₹27,054
5 Feb 2026
23 Dec 2025
16 Jan 2026
24 Dec 2025
14 Jan 2026
24 Dec 2025
Picking up and removing old bituminous layer or sand sealing coat from old black topped surface and cleaning the exposed surface by scraping and stacking the material as directed. b) By mechanical means (without milling machine) : Above 100 mm thick.
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening / binding materials to fill up the interstices of coarse aggregate, watering including lighting, guarding, barricading and making necessary earthen bundh of one metre width on each side and preparing the bed by necessary cutting or filling, including cost of all materials and hire and labour charges of all men and machinery and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (iii) Grading-II Aggregate (53 mm to 22.4 mm) Using Stone Screening Type B (11.2 mm) B. Manual Means
Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks/ply wood/steel sheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts of minor structure including culvert, box culvert, cross drain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction. b) Where staging is not required.
Plain / Reinforced Cement Concrete in Sub structure with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality, cement and water reducing admixtures, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete as per drawing and technical specification including the cost of necessary form work and staging complete as per drawing and technical specifications.PCC Grade M30, (i) Height upto 5m ,I) Using concrete Mixer
Supplying and Laying in the specified pattern of Interlocking Concrete Block Pavements (ICBP) with concrete blocks(with concrete grade as specified as per Table 1 of IS 15658:2006) manufactured in steel mould clamped to a vibrating table by hydraulic pressure(as per cl.no. 6.30 of IRC : SP :63(2018),from BIS license manufacturer,with spacer nib(Small protruding profiles on the vertical face of a paver block used as a device for keeping minimum joint gap in between the paving blocks, as per Cl.No.3.26 of IS:15658) and of specified size ans shape with aspect ratio(The ratio of length to thickness of paver block,as per Cl.no.3.3 of IS : 15658) as per Table2 of IS :15658 with flexural strength/breaking load as per Annexture G of IS ;15658,on the prepared base course of specified CBR as per Table 1 of IRC SP 63(2018) or else as mentioned in design and drawing with a cushion of compacted bedding sand of 25-35mm thick (grading of thr bedding sand as per clause 6.5.1 of IRC SP-63) and filling up the gaps in between paver blocks with joint filling sand(the grading of the joint filling sand will be as per clause6.5.2 of IRC SP 63) and completing the edges with cut blocks as per Cl.No.8.7 of IRC SP-63 (2018 ) with proper confinement of bedding and joint filling sand,compaction,levelling and filling up of the edge gap. 100 mm thick.Grey
SUB TOTAL
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