Tender For Construction Of Road At Ward No-16 Within Hooghly Chinsurah Municipality
Tender Value
78.68 Lakhs
Estimated cost
Bid Submission
03 Sep 2026
10 days left
EMD
1.57 Lakhs
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
24 Paraganas North → West Bengal
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Road At Ward No-16 Within Hooghly Chinsurah Municipality
BOQ
| Sl. No. | Item Description |
| 1 | Picking up and removing old bituminous layer or sand sealing coat from old black topped surface and cleaning the exposed surface by scraping andstacking the material as directed.(a) By manual means :(i) From 25 mm to 50 mm thick. |
| 2 | Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete. (a) Depth of excavation not exceeding 1,500 mm. |
| 3 | Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work)(a) With earth obtained from excavation of foundation. |
| 4 | Supplying, spreading and compacting Sand to required thickness, in layers not exceeding 150 mm to proper gradient and camber, inundating each layer by water and packing and ramming layer by layer to achieve desired compaction, including lighting, guarding, barricading and making adequate earthen bundh where necessary, curing with water as per direction, mending cracks and depressions by ramming wherever necessary. (Add cost at site of the materials to arrive at the complete rate. The compaction factor for dry, clean sand may be taken as 0.835) |
| 5 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. |
| 6 | Ordenary Cement concrete(Mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering & reinforcement, if any in the ground floor as per relevent I.S.Codes ( d) With local hard black stone verity stone chipes (crusher broken) .(i) Pakur Variety |
| 7 | Wet Mix Macadam Base Course Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including screening of aggregates and granular materials, premixing the material with water at OMC in Wet Mix Plant, carriage of mixed material by tipper to site, laying in uniform layers with Paver in Sub- base / Base course on well prepared surfaceand compacting with Vibratory Roller to achieve the desired density, including supply of all materials, machinery, fuel and lubricants, including incidental costs for lighting, guarding, barricading, making earthen bundh to protect the edges including cost of quality control complete as per Clause 406 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). |
| 8 | Supplying and laying in the specified pattern of Interlocking Concrete Block (ICBP) with Concrete Bloc with concrete grade as specified per Table 1 of IS 15658:2006) manufractured in steel mould clamped to vibrating table by hydralic pressure (as per cl no-6.30 of IRC SP 63(2018) from BIS licensee manufracturer with spacer nio (small protruding profile on the vertical face of a paver block used as device for keeping minimum joint gap in between the paving blocks as per Cl no 3.26 of IS : 15658) and specified size and sape with aspect ratio (The ratio of length to thickness of paver block asper Cl3.3 of IS : 15658) as per Table 2 of IS 15658 with flexural strength/breaking load as per Annexure 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 cushion of compacting bedding sand of 25-35 mm thick (grading of the bedding sand as per Clause 6.5.1 of IRC SP-63) and filling up the gaps in bewteen paver blocks with joint filling sand (the grading of the joint filling sand will be as per clouse 6.5.2 IRC SP 63 and completing the edges with cut block as per cl no-8.7 of IRC SP-63(2018) with proper bedding and joint filling sand and filling up of the edge gap 100 mm thick. Grey |
| 9 | Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes. (i) Pakur Variety |
| 10 | Brick work with 1st class bricks in cement mortar (1:4). In Foundation & Plinth, Ground Floor. |
| 11 | Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding /staging where necessary (Ground floor). [Excluding cost of chipping over concrete surface] With 1:4cement mortar. 20 mm thick plaster. |
| 12 | Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc. NOTE:Cement 0.152 cu.m per100 sq.m. |
| 13 | Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge. 25 mm to 30 mm shuttering without staging in foundation |
| 14 | Supply & erection of information Sign Boards having M.S. Channels/Angel Posts & 1.5 mm thick M.S. sheet & synthetic enamel paint over a coat of primer including lettering complete & fixed 1000 mm above form the G.L. as per direction of E.I.C |
| 15 | Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches. |
| 16 | Providing and fixing in position 20 mm thick pre-moulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealantcomplete as per drawing and technical specifications. |
| 17 | Removal of rubbish, earth etc. from the working site and disposal of the same beyond the compound in conformity with the municipal/Corporation rules for such disposal, loading into truck and cleaning the site in all respect as per direction of E.I.C. |
| 18 | Add GST @ 18% on Total amount over Item No. 01 to 17 |
| 19 | Add Labour Welfare Cess @ 1% on Total amount over Item No. 01 to 18 Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 20, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 03, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 10 daysSep 05, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 12 daysTender Documents
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