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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 CrAccepted-Finance | ₹1.2 Cr | L1 | Accepted-Finance 1ST LOWEST ACCEPTED BIDDER |
| 2 | L2₹1.2 Cr+₹4.9 L (4.12%)Rejected-Finance VILL SHYAMSUNDARPUR P O DEBRA BAZAR P S DEBRA DIST PASCHIM MEDINIPUR PIN 721126 | DEBRA | PASCHIM MEDINIPUR | WEST BENGAL | 721126 | ₹1.2 Cr+₹4.9 L (4.12%) | L2 | Rejected-Finance HIGHER THAN 1ST LOWEST ACCEPTED BIDDER |
| 3 | L3₹1.3 Cr+₹13.9 L (11.8%)Rejected-Finance VILL JAMBURBASAN P O NANDAKUMAR DIST PURBA MEDINIPUR PIN 721632 | NANDAKUMAR | PURBA MEDINIPUR | WEST BENGAL | 721632 | ₹1.3 Cr+₹13.9 L (11.8%) | L3 | Rejected-Finance HIGHER THAN 1ST LOWEST ACCEPTED BIDDER |
Tender Value
₹1.4 Cr
EMD Value
₹2.8 L
Closing Date
19 Feb 2026, 2:00 pmClosed
Superintending Engineer attached to CE(SW)
OFFICE OF THE CHIEF ENGINEER(SW),KHASJUNGLE, ABAS, MIDNAPORE.
Protection work of right Ex Zamindary embankment of New Cossye river for a length of 550m, Mouza Garsafat Block and PS Moyna, District Purba Medinipur.
2026_IWD_991173_5
WBIW/SE/CE(SW)/NIT-08e/2025-26
Open Tender
CIVIL WORKS
Percentage
540 days
MOUZA GARSAFAT, BLOCK AND PS MOYNA
AS DEPICTED IN THE NIT
6 documents required · 6 mandatory
₹2.8 L
Yes
30 Jun 2026
28 Jan 2026
20 Feb 2026
28 Jan 2026
19 Feb 2026
28 Jan 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 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. | - | Sqm. | - | - |
| 2 | Supplying Jhaw / Eucalyptus bullah piles at work site, including dressing and making one end pointed. Note: Diameter of pile to be measured at a distance of 1.5m from the thicker end.
15.00 cm av. Diameter | - | Mtr. | - | - |
| 3 | 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.
15.00 cm av. Diameter | - | Mtr. | 1 | - |
| 4 | 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.
Width of thinner end above 15cm
Jhaw / Eucalyptus | - | Mtr. | - | - |
| 5 | Coal tarring with 5% pitch including cost of material and labour complete as per direction of the Engineer-in-charge.
Two coat. | 1 | Sqm. | 1 | ₹1 |
| 6 | Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes. (i) Pakur variety. | - | Cum. | 1 | - |
| 7 | Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction. (a) For works in foundation, basement and upto roof of ground floor/upto 4 m
Tor steel/Mild Steel II JSN/JSPL/SHYAM/SRMB/BMASL/ELECTROSTEEL/SSL | 1 | MT | 1 | ₹1 |
| 8 | Supplying at site High Density Polyethylene (HDPE) bag of size 0.84 m x 0.38 m conforming to BIS : 14252 : 2015 for bank protective works including all cost of cost of transportation on road by all means,including other incidental charges complete. | - | Each | 1 | - |
| 9 | 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). | - | Each | - | - |
| 10 | 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 / prepost work section measurement after deduction of void as per norms. No extra payment will be made for stacking
Beyond 4.00 km and upto 5.00 km. | 0.8 | Cum | - | - |
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