Water Resources and Irrigation Government Departments Closing in 1 days TDR #56670671

Short dated tender - Tender For Emergent Restoration Of Sundarban Embankment Damaged Due To Amabashya Kotal From 15.06.2026 To 18.06.2026 Facing River Bidya (R/B) Near Block Pitching In Between 44.500 Km To 44.650 Km For A Total Length Of 150 M At Mouza Birinchibari In B

Issued by Government Departments · 24 Paraganas South, West Bengal
Tender Value
16.98 Lakhs
Estimated cost
Bid Submission
29 Jul 2026
1 days left
EMD
33972
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
24 Paraganas South → West Bengal
EMD Exemption
Available
Quantity
Not Available

Project Description

Short dated tender - Tender for Emergent Restoration Of Sundarban Embankment Damaged Due To Amabashya Kotal From 15.06.2026 To 18.06.2026 Facing River Bidya (R/B) Near Block Pitching In Between 44.500 Km To 44.650 Km For A Total Length Of 150 M At Mouza Birinchibari In Block - Basanti, P.S. Jharkhali Coastal, Dist. South 24 Parganas Under Joynagar Irrigation Division.

BOQ

Name of Work:- Emergent Restoration of Sundarban embankment damaged due to Amabashya kotal from 15.06.2026 to 18.06.2026 facing river Bidya (R/B) near block pitching in between 44.500 km to 44.650 km for a total length of 150 m at mouza Birinchibari in Block - Basanti, P.S. Jharkhali Coastal, Dist. South 24 Parganas under Joynagar Irrigation Division.
Sl. No. Item Description
1Supplying Jhaw / Eucalyptus bullah piles at work site, including dressing and making one end pointed.12.5 cm av. Diameter
2Labour 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.12.5 cm av. Diameter
3Supplying, 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.Width of thinner end above 10 cm. and less than 15 cm Jhaw / Eucalyptus
4Earthwork in excavation in the canals/ drainage channels/ borrow pits/ River bed/ slope of bank as noted below as per designed section & throwing the spoils in layers of 25 cm. for making banks as per profile or to deposit the same in any other place within an initial lead of 30 metre and initial lift of 1.5 metre including breaking clods, rough dressing etc. complete as per direction of the Engineer-in-charge. Ordinary soil/ local soil/ soil mixed with moorum or kankar/ silt, dry or moist/ slushy silt/ sticky soil.
5Earth work from borrow pits over existing embankment or for repairs to embankment, closing breaches etc.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.
6Extra rate over Item Nos. 5.00 or all kind of soil for every additional lead of 30 metres or part thereof beyond the initial lead of 30 metres. Three extra lead
7Four extra lead
8Extra rate over Item No. 5.00 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. One extra lift
9Supplying Nylon cage netting 1 metre x 1 metre x 1 metre size with knot having mesh size 17.5 cm x 17.5 cm constructed with nylon thread (210 x 24) having tensile strength not less than 250 Kg. / sq. cm. including carriage, delivery and stacking at site inclusive of all taxes complete.
10Labour charges for dumping and placing in position properly filled in Nylon crates with filled in gunny / poly cement bags (minimum 25 nos. having capacity 50 kg) with local earth or sand, sewing and tying the crate with nylon wire within a lead of 150 m. and all lifts in river slope or bed by cutting trenches upto 50 cms depth, if necessary, or by boat including cost of hire charges of boat, boatmen and other necessary equipments and also including cost of bags, carriage and charge of filling bags with earth / sand but excluding cost of nylon crate as perdirection of the Engineer – in – Charge.NB:- Volume of each earth/ sand filled bags should not be less than 0.028 m3. Size of Nylon crate is 1metre X 1metre X 1metre.Where boats are not necessary.
11Supplying to site empty cement polythene bags (capacity 50 kg) in good condition including stacking, incedental charges etc. all complete (capacity 50 kg).
12Labour charges for filling empty cement gunny bag/ polythene bag (capacity 50 kg) with all kinds of earth (wet or dry), 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.
13Dumping in position earth / sand filled gunny / poly bags (capacity 50 kg) within a lead of 30 metre inclusive of all lifts.
14Extra rate over Item Nos. 12 for all kind of soil for every additional lead of 30 metres or part thereof beyond the initial lead of 30 metres.(One) extra lead
15Supplying , dressing and stacking at site bamboo pins above 5 cm. diameter and upto 7.5 cm. diameter. (Dia. to be measured at mid length)
16Driving bamboo pins in standing or flowing water including scaffolding and driving appliances.Where boats are not necessary.
17Supplying, fitting and fixing with ironnails half split bamboo wailing pieces (av. dia. of bamboo not less than 5.0 cm.)
18Making cubical bamboo porcupine cages with bamboo of 60 mm to 75mm dia. having length of 2 metre each for all horizontal and vertical struts and 2.8 metre length for diagonal struts, 3 nos horizontal and 3 nos vertical struts should be placed equi-distant from each face to make the square cage of outer dimension 75 cm x 75 cm and projecting each strut by 60 cm on all directions. Two nos dioganals or cross bamboo posts should be placed on each face having their centre tied with the centre of cage properly including fitting, fixing corners, vertical, horizontal and diagonal struts with iron nails not less than 20 cm long and tying corners with 16 SWG galvanized iron wire, filling in the cages with boulders / lump aggregates. Cages builts with 10 SWG hexagonal or square pattern 10 cm mesh, with proper lapping, tying and sewing with 10 SWG GI wire including cost of all materials, carriage to site and laying the same in the bed or slope of the river, filling the same with the filler materials complete as per direction of the Engineer - in - Charge but excluding the cost & carriage of boulder / lump aggregate up to site. ( N.B::- If G I wirenetting is not considered then Rs. 348.00 per cage may be deducted from the following costs, towards cost of wire netting including OH and conctarcor's profits.) For cages of size 75cm x 75cm x 75cm with 1st class kiln burn Bricks .Single Cage
19Supplying 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 means, 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 of use 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

OUR REF NO 56670671
AUTHORITY Government Departments
TENDER VALUE 16.98 Lakhs
LAST DATE 29-07-2026
Authority
Authority Name Irrigation And Waterways Directorate
Work Description Short dated tender - Tender for Emergent Restoration Of Sundarban Embankment Damaged Due To Amabashya Kotal From 15.06.2026 To 18.06.2026 Facing River Bidya (R/B) Near Block Pitching In Between 44.500 Km To 44.650 Km For A Total Length Of 150 M At Mouza Birinchibari In Block - Basanti, P.S. Jharkhali Coastal, Dist. South 24 Parganas Under Joynagar Irrigation Division.
Basic Detail
Tender No WBIW/EE-I/JOY/SNIT-5(e)/ 2026-27
Bidding Type Tender
Location
City 24 Paraganas South
State West Bengal
Key Dates
Publish Date 27 Jul 2026
Submission Date 29 Jul 2026
Open Date 30 Jul 2026
Finance
Tender Value 16.98 Lakhs
Tender Fee Ref. Documents
EMD 33972
Exemption Available
Document List
cf74419d-7a3d-4fb8-82e0-ece001103adc.html
2911_Form.pdf
Additional.pdf
BOQ_2540477.xls
Tendernotice_1 (16).pdf

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Tender Timeline

Jul 27, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Jul 29, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 1 day
Jul 30, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 2 days

Tender Documents

Download All (ZIP) ↓
html

cf74419d-7a3d-4fb8-82e0-ece001103adc.html

pdf

2911_Form.pdf

pdf

Additional.pdf

xls

BOQ_2540477.xls

pdf

Tendernotice_1 (16).pdf

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