Tender For Strengthening And Protection Of Te2h2 Embankment Of Right Bank Of River Old Cossey For A Length Of 5000 M.In Between Ch.0.00 Km. & 12.00 Km From Mouza-Tituan To Bhawanipur In Block & P.S.-Debra Dist.-Paschim Medinipur In Connection With Gh
Tender Value
8.01 Crore
Estimated cost
Bid Submission
27 Aug 2026
2 days left
EMD
10 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
Medinipur West → West Bengal
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Strengthening And Protection Of Te2h2 Embankment Of Right Bank Of River Old Cossey For A Length Of 5000 M.In Between Ch.0.00 Km. & 12.00 Km From Mouza-Tituan To Bhawanipur In Block & P.S.-Debra Dist.-Paschim Medinipur In Connection With Ghatal Master Plan.[4Th Call To The 3Rd Call Of Wbiw/Ctu/Ce(Sw) /E-Nit- 10 (E)/2026-27, S.L.- 01 3Rd Call To The 2Nd Call Of Wbiw/Ctu/Ce(Sw) /E-Nit- 01 (E)/2026-27, S.L.-02, 2Nd Call To The 1St Call Of Wbiw/Ctu/Ce(Sw) /E-Nit- 21 (E)/2025-26, S.L.- 03]
BOQ
| Sl. No. | Item Description |
| 1 | Cutting uprooting and clearing jungles including shrubs, water weeds, bushes, trees, plants, upto 30 cm. girth including removing as directed by Engineer-in-charge. |
| 2 | Earthwork in excavation in all kinds of soil for making embankments, repairs to the embankment, closing breaches etc. as per profile including supply and transporting 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,NB :- Measurement to be taken on the basis of stack measurement / pre-post work section measurement after deduction of void as per norms. No extra payment will be made for stacking.C) Beyond 2.00 km and upto 3.00 km |
| 3 | Beyond 1.00 km and upto 2.00 km |
| 4 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with approved material complete as per direction of the Engineer-in-Charge .I. In all sorts of soil excluding marshy soil & rocks (soft or hard) by manual means. a) upto 3 m depth (iv) Without pumping out water and shoring |
| 5 | Making rectangular sausage cage with 10 SWG galvanized iron wire of 125mm. x 125mm. mesh wire netting with proper lapping of minimum 150 mm. including sewing the joints with 12 SWG G I wire and supply of all materials and equipments including placing the sausage cage in position, filling the same with boulder or lump agreegates complete as per direction of the Engineer-in-charge but excluding the cost of boulder / lump aggregates and its carriage upto site.(Cost is excluding the cost of end pieces )c) 1.20 metre x 0.60 metre nominal section |
| 6 | Supplying of stone/laterite Boulders at site including cost of material, loading, unloading and carriage, and including all incidental charges like royalty complete. (Royalty certificates in original from concerned authority are to be submitted along with the bill.) Pakur Variety (30/50 Kg) |
| 7 | Supplying, fitting, fixing end pieces for rectangular / square / circular sausages at the ends, with 10 SWG / 8 SWG G I wire net of different mesh sizes tying & sewing the same maintaining a lap length of 150 mm all around with 12 SWG G I wire complete, including the cost of supply of wire netting, fitting etc, complete as per direction of the Engineer - in - charge.Mesh size 125 mm x 125 mm with 10 SWG wire |
| 8 | 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 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. |
| 9 | Providing and laying pre-cast brick block pitching of required size (53 Cm. x 53 Cm, x 25 Cm. or as directed by the Engineer-in-charge ) with 1st class kiln burnt bricks in cement mortar including flush pointing on all faces except exposed face which to be plastered with 19 m.m. thick cement plaster , curing, dressing, ramming & preparing subgrade in slopes & bed complete with necessary earth work not exceeding 300 mm in depth with all leads & lifts including cost of all materials/ blocks up to site by all means of transport. The gap between adjacent blocks will not be more than 10 m.m. (Sand, cement mortar mix for making blocks, pointing & plastering is1:4) |
| 10 | Making sausage cage with 10 SWG galvanized iron wire of 125 mm. x125 mm. mesh wire netting with proper lapping of minimum 150 mm.including sewing the joints with 10 SWG G I wire and supply of allmaterials and equipments including placing the sausage cage inposition, filling the same with boulder or lump aggregates complete asper direction of the Engineer-in-charge but excluding the cost ofboulder / lump aggregates and its carriage upto site.\\"Size :- 1.00 m x 1.00 m x 0.60 m |
| 11 | Compacting earthwork in embankment in layers of 25 cm. by power roller or by any other mechanical means, like tractor driven sheep foot roller/ vibrating plate compactor earth rammer etc., (not at OMC) including necessary watering, labour charges, hire charges of all materials, tools & plants etc. and including cost and supply of all materials complete as per direction of the Engineer-in-charge.(Payment will be made on the basis of Pre-work & Post work level) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 04, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 27, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 2 daysAug 27, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 2 daysTender Documents
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