Tender For Estimate For Construction And Renovation Of Roads In Ward No-4 Under North Dum Dum Municipality
Tender Value
2.18 Crore
Estimated cost
Bid Submission
07 Sep 2026
26 days left
EMD
4.36 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
Kolkata → West Bengal
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Estimate For Construction And Renovation Of Roads In Ward No-4 Under North Dum Dum Municipality
BOQ
| Sl. No. | Item Description |
| 1 | Clearing and Grubbing Road Land Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specifications Clause 201 for Rural Roads of MORD. (I) By Manual Means b) In area of thorny jungle |
| 2 | First class brick work in cement sand mortar insteining of well, pier, abutment, wing wall, parapets croos drain, H.P. culverts, guard wall etc including curing, scaffolding, raking out joints etc complete including cost and carraige of all materials.(a) In 1:4 proportion |
| 3 | 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](ii) With 1:4 cement mortar(a) 20 mm thick plaster |
| 4 | Neat cement punning about 1.5 mm thick in wall, dado, window sill, floor etc.NOTE: Cement 0.152 cu.m per 100 Sqm |
| 5 | Sand filling in foundation trenches and at the back of the abutments, wing-walls etc with good local sand free from earth in layers not exceeding 15 cm. including inundating each layer by profuse water and poking and ramming layer by layer complete including supply of sand. Quality of sand is to be approved by the Engineer-in-charge. |
| 6 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. |
| 7 | Supplying and laying Polythene Sheet (150 gm/ sqm) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches. |
| 8 | Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes.(d) With local hard black stone variety stone chips (crusher broken) a) Pakur Variety |
| 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. ground floor a) Pakur Variety |
| 10 | Hire and labour charges for shuttering with centering and necessary staging upto 4m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curbed or straight including fitting, fixing and striking out after completion of works.(f) 25 mm to 30 mm shuttering without staging in foundation. |
| 11 | (A)Supplying, fitting and placing HYSD bar reinforcement in Sub-structure including initial straightening, straightening of coils bars, removal of loose rust (if any), cutting to requisite length bending, binding with annealed wire not less than 1 mm in size and conforming to IS 280 at every intersection hooked and bent to correct shape and placed on forms etc. including cost of black annealed wire and cost of loading, unloading, carriage of all steel materials complete as per drawing and technical specifications and direction of Engineer-in-charge. ii a. Tor Steel rods/HYSDbars / TMTbars. TATA/SAIL/RINL |
| 12 | Granular Sub-base with Graded Material(Table:- 400-1)B. By Mix in Place Method :Construction of granular sub-base by providing graded material, mixing by mix in place method with Rotavator at OMC, spreading in uniform layers with Motor grader on prepared surface in proper grade and camber,compacting with vibratory roller to achieve the desired density,including lighting, guarding, barricading, including cost of all materials, machinery, tools and plants including cost of quality control complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5thRevision).(ii) Grading – I |
| 13 | Wet Mix Macadam Base Course Providing, laying, spreading and compactinggraded 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 surface and 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 ofSpecifications for Road & Bridge Works of MoRT&H (5th Revision). |
| 14 | Supplying and laying in the specified pattern of interlocking concrete block pavement ( ICBP) with concrete block (with concrete grade at as specified as per Table I of IS 15658 : 2006) manufactured is in steel mould clamped to a vibrating table by hydraulic pressure ( as per clause no. 6.30 of IRC: SP: 63 (2018) from BIS licensee manufacturer, with spacer nib (small protroduing profiles on the vertical face of a paver block used as a devised for keeping minimum joint gap in between the paving blocks, as per cl. no. 3.26 of is :15658) and of specified size and shape with aspect ratio ( the ration of length to thickness of a paver block, as per cl. no. 3.3 of IS: 15658) as per Table 2 of IS : 15658 with flexurl strength /bracking load as per annexure G of IS : 15658, on the prepared base courese of specified CBR as per table I of IRC SP: 63 (2018) or else as mentioned in design and drawing with a cushion of compacted beeding sand of 25-35 mm thick ( grading of the beeding sand as per cl .no.6.5.1 of IRC SP-63) and filling up the gaps in between paver blocks with joints filling sand ( the grading of the joint filling sand will be as per cl no. 6.5.2 of IRC SP:63) and ompleting the edges with cut blocks as per cl.no.8.7 of IRC SP:63 (2018) with proper confinement of beeding and joint filling sand, compaction , levelling and filling up of the edge gap.100 mm thick.Grey |
| 15 | Sypply and erection of informatory sign boards having M.S channels/angle posts & 1.5mm thick M.S sheet synthetic enamelpaint over a coat of primer including letering complete. |
| 16 | Add GST @ 18%. Total amount over Item No. 01 to 15 |
| 17 | Add Labour Welfare Cess @ 1% Total amount over Item No. 01 to 16 Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 11, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 07, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 26 daysSep 09, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 28 daysTender Documents
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