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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.9 CrAccepted-Finance GSTIN: 19BAHPD1116N1ZRGANESHUPUR 3RD GHERI KAKDWIP SOUTH 24 PARGANAS PIN 743347 | KAKDWIP | SOUTH 24 PARGANAS | WEST BENGAL | 743347 | ₹3.9 Cr | L1 | Accepted-Finance 1ST LOWEST |
| 2 | L2₹4.7 CrRejected-Finance GSTIN: 19AFZPK1118H1Z4 | ₹4.7 Cr | L2 | Rejected-Finance MORE THAN 1ST LOWEST |
| 3 | L3₹4.8 CrRejected-Finance GSTIN: 19AAGFB3302G1ZVPO KHUKURDAHA DIST PASCHIM MEDINIPUR | KHUKURDAHA | PASCHIM MEDINIPUR | WEST BENGAL | ₹4.8 Cr | L3 | Rejected-Finance MORE THAN 1ST LOWEST |
| 4 | L4₹5.2 CrRejected-Finance GSTIN: 19AJOPB1393A1ZGAMRATALAGALI CHINSURAH HOOGHLY PIN 712101 | HOOGHLY | WEST BENGAL | 712101 | ₹5.2 Cr | L4 | Rejected-Finance MORE THAN 1ST LOWEST |
Tender Value
₹6.6 Cr
EMD Value
₹10 L
Closing Date
30 Jan 2026, 3:00 pmClosed
SE,CTU
Central Tender Unit Jalasampad Bhawan, 8thFloor, Salt Lake, Kolkata-700091
Anti-Erosion work from Ch. 34.31 Km to Ch. 34.970 for a length of 660 M along the left bank of river Muriganga at Mouza Nadavanga, Block Namkhana, P.S Namkhana, Dist-South 24 Parganas
2026_IWD_985489_1
WBIW/CTU/CE(South) /e-NIT- 31 (e)/ 2025-26
Open Tender
CIVIL WORKS
252 days
Namkhana
AS PER NIT
5 documents required · 5 mandatory
₹10 L
Yes
Central Tender Unit Jalasampad Bhawan, 8thFloor, S
12 Mar 2026
9 Jan 2026
2 Feb 2026
9 Jan 2026
30 Jan 2026
9 Jan 2026
16 Jan 2026
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, Note: For compensation for earth for land ownwd and arranged by contractor add Rs. 25.00 per cum extra over rate of E/W for land owned/arranged by the Department Royalty Charges on earth @29.00 per cum & cesses charges @ Rs. 5.30 per cum (i.e, Rs. 15.00 per 100 cft), as per Govt. notification, which will be paid on production of necessary documents in support of payment made towards the royalties and cesses. A) Beyond 1.00 km and upto 2.00 km
B) Beyond 2.00 km and upto 3.00 km
C) Beyond 3.00 km and upto 4.00 km
D) Beyond 4.00 km and upto 5.00 km
Earthwork 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.
Extra rate over Item No.2 for all kinds of soil for every additional lead of 30 metres or part thereof beyond the initial lead of 30 metres. i) Two extra lead
ii) Six Extra lead
Extra rate over Item Nos.2 for all kinds of soil for every additional lift of 1.50 metre or part thereof beyond the initial lift of 1.50 metre. i) Two extra lift
Supplying Jhaw / Eucalyptus bullah piles at work site, including dressing and making one end pointed. (i) 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. Note: Payment to be made on the length driven into the ground. Diameter to be measured at 1.5m. from the thicker end. (i) 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 at site High Density Polyethylene (HDPE) bag of size 0.84 mx 0.38 m conforming to BIS : 14252 : 2015 for bank protective worksincluding all cost of cost of transportation on road by all means,including other incidental charges complete. Note: Payment will be made subject to the result of 3rd Party Testing, to be done by the Engineer-in-charge departmentally. Paragraphs 2.8including the sub-paragraphs, i.e. 2.8.1 and 2.8.2 under the Chapter of“Specification for Works” in the USoR shall be reproduced and includedin the tender document as “Specification and Special Terms & Conditions for High Density Polyethylene (HDPE) Bags” in case of useof this item in the estimate.”
Labour charges for filling HDPE bags with filler materials (earth/sand), machine stitching the open end of the bag with thread as per design and placing the same on slope or dumping from bank within initial lead of 30m and all lifts including carriage and hire charges of all materials and equipments but excluding the cost of filler materials as directed by Engineer-in-Charge (Volume of earth/sand filled bag should not be less than 0.0328 cum).
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.
Coal-tarring with 5 % pitch including cost of material and labour complete as per direction of the Engineer-in-charge . (a) Two coat
Supplying, dressing and stacking at site bamboo pins above 5 cm. diameter and upto7.5 cm. diameter. (Dia. to bemeasured at mid length).
Driving bamboo pins in standing or flowing water including scaffolding and driving appliances. (a) Where boats are not necessary.
Supplying, fitting and fixing with iron nails half split bamboo wailing pieces (av. dia. of bamboo not less than 5.0 cm.)
Supplying 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 (210x 24) having tensile strength not less than 250 Kg. / sq. cm. including carriage, delivery and stacking at site inclusive of all taxes complete.
Labour 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 per direction 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. (a) Where boats are not necessary.
Making cubical bamboo porcupine cages with bamboo of 60 mm to 75 mm 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 75cm 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 the cages with 1st class kiln burn Brick @80 nos bricks per cage. 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 complete as per direction of the Engineer - in - Charge . For cages of size 75cm x 75cm x 75cm with 1st class kiln burn Bricks (a) Single cage.
Extra rate for items above for dumping by boat in flowing water including cost of hiring of boat, boatman, loading into boat and dumping in specified location including all other equipments etc. complete as per direction of the Engineer-in-charge.
Supplying to site empty cement polythene bags (capacity 50kg) in good condition including stacking, incedental 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 agreegates(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.
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