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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹89.0 LAccepted-Finance | ₹89.0 L | L1 | Accepted-Finance 1st lowest accepted bidder |
| 2 | L2₹90.9 L+₹2.0 L (2.22%)Rejected-Finance | ₹90.9 L+₹2.0 L (2.22%) | L2 | Rejected-Finance Higher than 1st lowest accepted bidder |
| 3 | L3₹99.0 L+₹10.1 L (11.3%)Rejected-Finance | ₹99.0 L+₹10.1 L (11.3%) | L3 | Rejected-Finance Higher than 1st lowest accepted bidder |
Tender Value
₹1.0 Cr
EMD Value
₹2.1 L
Closing Date
19 Feb 2026, 2:00 pmClosed
Superintending Engineer attached to CE(SW)
OFFICE OF THE CHIEF ENGINEER(SW)KHASJUNGLE, ABAS, MIDNAPORE.
Raising and Strengthening of left embankment of New Cossye river for a length of 400 m adding extra 175 m length for tagging with exiting embankment, mouza Domghat , Ward no 13 within Panskura Municipality, P.S Panskura, Dist Purba Medinipur.
2026_IWD_991173_6
WBIW/SE/CE(SW)/NIT-08e/2025-26
Open Tender
CIVIL WORKS
Percentage
540 days
DOMGHAT, PS PANSKURA, PURBA MEDINIPUR
AS DEPICTED IN THE NIT
6 documents required · 6 mandatory
₹2.1 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 emoving as directed by Engineer-in-charge. | - | Sqm | - | - |
| 2 | Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m.as directed. The item includes necessary trimming the
sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete.
Depth of excavation for additional depth beyond 1,500 mm. and upto 3,000 mm. but not requiring shoring. | - | % Cum. | 1 | - |
| 3 | Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in gound floor as per relevant IS codes.
Pakur Variety | - | Cum. | - | - |
| 4 | 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.
Pakur Variety | 0.36 | Cum. | - | - |
| 5 | 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 | - | MT | - | - |
| 6 | Providing weep holes in Brick masonry / Plain /Reinforced concrete abutment, wing wall / return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face. Complete as per drawing and Technical specifications. | - | Each | - | - |
| 7 | Making filter with well graded 40 mm down ballasts and laying uniformly behind weep holes, below pitching on bed, side slopes including supply and carriage of all materials to site including preparing bed with earthwork up to 30 cm depth, where necessary and compacting with wooden malllet after laying to achieve designed section as per direction of the Engineer- in - Charge (measurements will be on finished work / in stack after deducting necessary void).)
Jhama ballast | - | Cum. | 1 | - |
| 8 | Labour charges for providing filter with well graded 40 m.m. down stone metal / shingles and laying uniformly below pitching on bed, side slopes including preparing bed with earthwork up to 30 cm depth, where necessary and compacting as per direction of the Engineer- in - Charge and including all leads and lifts complete but excluding the cost of supply and carriage of stone metals up to site. | - | Cum. | - | - |
| 9 | Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved
thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor)
25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge. | - | Sqm | 1 | - |
| 10 | Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches. | - | Sqm | - | - |
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