Tender For Improvement Of Shoulder With Interlocking Concrete Paver Block At Right Side Of Kachuberia - Gangasagar Road From Ashram More To Vivekananda School Under Diamond Harbour Highway Division In Connection With Gs Mela 2027.
Tender Value
94.38 Lakhs
Estimated cost
Bid Submission
18 Nov 2026
5 days left
EMD
1.88 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 South → West Bengal
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Improvement Of Shoulder With Interlocking Concrete Paver Block At Right Side Of Kachuberia - Gangasagar Road From Ashram More To Vivekananda School Under Diamond Harbour Highway Division In Connection With Gs Mela 2027.
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 07-Nov-2026 | 1ST CORRIGENDUM | Other | 18-Nov-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material (Reference to MORT&H's specification 304).13(i)A Manual Means (Depth upto 3 m) |
| 2 | PCC Grade M20 using concrete mixerPlain/Reinforced cement concrete in open foundation complete all including vibrating and compacting, finishing, curing, sampling, testing etc. as per drawing and Technical Specifications (Reference to MORT&H's specifications 1500, 1700 & 2200). |
| 3 | Granular Sub-Base with Graded MaterialConstruction of granular sub-base by providing graded materials such as natural sand/crushed gravel/crushed stone/combination depending upon the required grading , spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator and compacting with vibratory roller to achieve at least 98% of the maximum dry density for the material determined as per IS:2720 (Part 8), complete as per clause 401 desireddensity, complete as per clause 401By Mix in Place MethodRate per cum for grading-V Material |
| 4 | Granular Sub-Base with Graded MaterialConstruction of granular sub-base by providing graded materials such as natural sand/crushed gravel/crushed stone/combination depending upon the required grading , spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator and compacting with vibratory roller to achieve at least 98% of the maximum dry density for the material determined as per IS:2720 (Part 8), complete as per clause 401 desireddensity, complete as per clause 401By Mix in Place MethodRate per cum for grading III Material |
| 5 | Water Bound MacadamProviding, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/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 and compacting to the required density (Reference to MoRT&H's specification 404).(iii) Grading-II Aggregate Using Stone Screening Type B (11.2 mm)By Meanual Means: |
| 6 | Concrete Block PavementSupplying and Laying in the particular pattern of cement concrete block pavements with BIS certification and spacer nib of size and shape with aspect ratio as per IS 15658 with cement concrete grade not less than M40 on the prepared base course of specified CBR as mentioned in design and drawing with a cushion of bedding sand of 30 to 50 mm thick (grading of the bedding sand as per clause 6.5.1 of IRC SP-63) and filling up the gaps between two paver block with joint filling sand (the grading of the joint filling sand will be as per clause 6.5.2) complete as per IRC SP - 63 with proper confinement of bedding and joint filling sand, compaction,levelling and filling up of the edge gaps with mortar. Type I, II,III, IV should be as per design requeirment or instruction of E-I-C.b) Type - II (100 mm thickness) inter locking system |
| 7 | Supplying empty cement bags in good condition & filling empty cement bags with earth and placing them in position including tying and sewing mouth (cost of thread included) and all incidental charges complete but including cost od gunny bags and earths |
| 8 | Protection of embankment by closely driven 150 mm diameter Eucalyptus Bullah, each of 4500 mm total length, driven 3000 mm length into ground @ 350 mm center to center keeping 1500 mm length above ground, including fittings of three numbers half split 100 mm diameter eucalyptus bullah Runner, along full length of the walling including 100 mm diameter eucalyptus bullah tie of 1500 mm. in length, fitted @ 2000 mm center to center with Tie-post anchoring by driving 100 mm diameter eucalyptus bullah Tie post of 1500 mm. in length, 1200 mm length driven into ground on the road side @ 2000 mm centre to centre, 2 (Two) coat coal tarring on Eucalyptus bullah used complete as per direction including the cost of supplying eucalyptus bullah, nails, bolts, wires, etc. andlabour charges for cutting bullah, driving charges for driving ballah into ground, fitting, fixing charges for Runner & Tie, including excavation charges, carriage & labour charges all complete in all respect as per direction of Engineer-in-Charge. |
| 9 | GST @ 18.00% over Sl. No. 1 to Sl. No. 8 |
| 10 | Labour welfare Cess @1% already added in the rate analysis Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Nov 07, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Nov 18, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 5 daysNov 18, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 5 daysTender Documents
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