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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.0 CrAccepted-Finance VILL JAMBURBASAN P O NANDAKUMAR DIST PURBA MEDINIPUR PIN 721632 | NANDAKUMAR | PURBA MEDINIPUR | WEST BENGAL | 721632 | ₹11.0 Cr | L1 | Accepted-Finance 1ST LOWEST |
| 2 | L2₹11.2 CrRejected-Finance RAJABAZAR P O MIDNAPORE P S KOTWALI DIST PASCHIM MEDINIPUR PIN 721101 | MIDNAPORE | PASCHIM MEDINIPUR | WEST BENGAL | 721101 | ₹11.2 Cr | L2 | Rejected-Finance MORE THAN 1ST LOWEST |
| 3 | L3₹11.6 CrRejected-Finance GSTIN: 19AAFFT5797C1ZRBC 32 GROUND FLOOR SECTOR I BNCC POST OFFICE SALT LAKE CITY NORTH 24 PARGANAS WEST BENGAL 700064 UDYAM WB 14 0023252 | 24 PARAGANAS NORTH | WEST BENGAL | 700064 | ₹11.6 Cr | L3 | Rejected-Finance MORE THAN 1ST LOWEST |
Tender Value
₹11.9 Cr
EMD Value
₹10 L
Closing Date
27 Jan 2026, 10:00 amClosed
SE CTU
Central Tender Unit Jalasampad Bhawan, 8thFloor, Salt Lake, Kolkata-700091
Strengthening and protection of TE3H2 Embankment over left bank of River New Cossye for a length of 4150 Metre in between Ch.18.250 Km , Ch. 26.75 Km from Mouza-Tituan to Mamudabad along with Jagannathpur Ring Bundh from Jagannathpur Ferry Ghat
2025_IWD_981094_3
WBIW/CTU/CE(SW) /e-NIT- 22 (e)/2025-26
Open Tender
CIVIL WORKS
365 days
Mouza-Tituan to Mamudabad
Please refer Tender documents.
6 documents required · 6 mandatory
₹10 L
Yes
O/o Central Tender Unit Jalasampad Bhawan,8thFloor
11 Mar 2026
2 Jan 2026
28 Jan 2026
2 Jan 2026
27 Jan 2026
2 Jan 2026
7 Jan 2026
Cutting uprooting and clearing jungles including shrubs, water weeds, bushes, trees, plants, upto 30 cm. girth including removing as directed by Engineer-in-charge.
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
Beyond 1.00 km and upto 2.00 km
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
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
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)
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
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.
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)
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
Supplying Jhaw / Eucalyptus bullah piles at work site, including dressing and making one end pointed. iii) 15 cm av. Diameter
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. iii) 15 cm av. Diameter
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.
Supplying to site empty cement polythene bags (capacity 50kg) in good condition including stacking, incidental charges etc. all complete (capacity 50 kg)
Labour charges for filling empty cement gunny bag / polythene bag (capacity 50 kg) with all kinds of earth (wet or dry), sand or aggregates(stone / brick) and sewing as done in case of cement bags ,(tying with a knot after filling will not be accepted ) , and stacking within 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.
Dumping in position earth / sand filled gunny / poly bags (capacity 50 kg) within a lead of 30 metre inclusive of all lifts.
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)
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