Tender For Emergent Restoration Of Sundarban Embankment Including Raising Damaged Due To Full Moon Kotal On And From 30.07.2026 To 03.08.2026 In Between Ch. 0.00 Km And Ch. 0.200 Km For A Length Of 60 M At Mouza Banashyamnagar Facing River Pakhairala
Tender Value
6.30 Lakhs
Estimated cost
Bid Submission
18 Aug 2026
1 days left
EMD
12605
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 Emergent Restoration Of Sundarban Embankment Including Raising Damaged Due To Full Moon Kotal On And From 30.07.2026 To 03.08.2026 In Between Ch. 0.00 Km And Ch. 0.200 Km For A Length Of 60 M At Mouza Banashyamnagar Facing River Pakhairalay Under Patharpratima Irrigation Sub- Division Of Kakdwip Irrigation Division Within Block Patharpratima.
BOQ
| Sl. No. | Item Description |
| 1 | Supplying, dressing and stacking at site bamboo pins above 5 cm. diameter and upto 7.5 cm. diameter. (Dia. To be measured at mid length). |
| 2 | Driving bamboo pins in standing or flowing water including scaffolding and driving appliances.(a) Where boats are not necessary. |
| 3 | Supplying Jhaw / Eucalyptus bullah piles at work site, including dressing and making one end pointed.(ii) 12.5 cm av. Diameter |
| 4 | Labour for driving Jhaw / Eucalyptus bullah piles by monkey in all sorts of soil including hoisting and placing piles in position, protecting the pile head with iron ring and cutting and shaping heads before and after driving and including hire and labour for necessary driving appliances and all tackles.(ii) 12.5 cm av. diameter |
| 5 | Supplying, fitting and fixing with iron nails half split bullah wailing pieces and cross pieces etc. complete with cost of all materials and carriage to site.(a) Width of thinner end above 10 cm. and less than 15 cm.(i) Jhaw / Eucalyptus. |
| 6 | Supplying to site empty cement polythene bags (capacity50kg) in good condition including stacking, incedental charges etc. all complete (capacity 50 kg). |
| 7 | Labour charges for filling empty cement gunny bag / polythene bag (capacity50kg) with all kinds of earth (wetordry), sand or agreegates (stone/brick) and sewing as done in case of cement bags, (tying with a knot after filling will not be accepted), and stacking with in a lead of 30 metre as per direction of Engr-in-charge (cost is excluding the cost of any types of filling materials).NB:-Volume of earth / sand filled bags should not be less than 0.028 cum / bag. |
| 8 | Dumping in position earth /sand filled gunny / poly bags (capacity50kg) within a lead of 30 metre inclusive of all lifts. |
| 9 | Earth work from borrow pits over existing embankment or for repairs to embankment, closing breachesetc.within an initial lead of 30 metre and lift of 1.50 metre including breaking clods and depositing the same in layers not exceeding 25 cm. and rough dressing etc. complete as per profile. |
| 10 | Extra rate over Item Nos. 1 for all kind of soil for every additional lead of 30 metres or part thereof beyond the initial lead of 30 metres. i) From30.00 m to 60.00 m |
| 11 | ii) From60.00 m to 90.00 m |
| 12 | iii) From90.00 m to 120.00 m |
| 13 | iv) From120.00 m to 150.00 m |
| 14 | Extra rate over Item Nos 1.0 for all kinds of soil for every additional lift of 1.50 metre or part there of beyond the initial lift of 1.50 metre. |
| 15 | Earthwork in excavation in all kinds of soil for making embankments,repairs to the embankment, closing breaches etc. as per profile including supply and ransporting the earth by truck or tractor or any other mechanical means on land , including loading, transporting, unloading and stacking with all lifts bothways and head load where necessary and depositing the same on embankments, clannels, filling depressions in requisite profile, levelling as per direction of the Engineer-in-charge within a lead of, B) Beyond 500 m and upto 1.00 km |
| 16 | Supplying at site and laying in position UV stabilized polypropylene woven geotextile of 430 gsm as filter, as per specification, including cost of preparing the bed, placing the geotextile as per profile with at least 15cm lapping, wherever required and anchorage at top, sewing / welding the overlapped portion, storage and transportation by all eans, complete as per direction of the Engineer-in-charge. Note: 1. Payment to be made on measurement of finished surface without lapping, but including anchoring length at top. 2. Payment will be made subject to the result of 3rd Party Testing, to be done by the Engineer-in-charge departmentally. Paragraphs 2.7.7, 2.7.9 and 2.7.10 under the Chapter of “Specification for Works” in the USoR shall be reproduced and included in the tender document as “Specification & Special Terms & Conditions for Geotextile” in case ofuse of this item in the estimate. 3. This particular item is to be used in special cases, either in continuation of previous usage or after offering adequate justification from techno-economical angles. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 14, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 18, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 1 dayAug 18, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 1 dayTender Documents
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