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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical RAJIPUR HASNABAD NORTH 24 PGS WEST BENGAL | HASNABAD | NORTH 24 PARGANAS | WEST BENGAL | Admitted-Fee/PreQual/Technical |
| 2 | Admitted-Fee/PreQual/Technical VILL NAIHATI P O BADARTALA P S BASIRHAT DIST NORTH 24 PARGANAS | NORTH 24 PARGANAS | WEST BENGAL | Admitted-Fee/PreQual/Technical |
| 3 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
Tender Value
₹2.7 Cr
EMD Value
₹5.3 L
Closing Date
2 Mar 2026, 3:00 pmClosed
SE ATTACHED TO CE SOUTH
Office of the Chief Engineer, South, Jalasampad Bhavan, Salt Lake City, Kolkata, PIN-700 091
Remodelling of Sundarban Embankment along with anti erosion work facing left bank of river Bidyadhari for a length of 603.00 metre at Chaital, Mouza Chaital, G.P Chaital, Block Minakhan, P.S Minakhan, District North 24 Parganas.
2026_IWD_1000456_3
WBIW/SE/CE(S)/NIT-07e/2025-26
Open Tender
CIVIL WORKS
Percentage
360 days
Block- Minakhan
AS DEPICTED IN THE NIT
7 documents required · 7 mandatory
₹5.3 L
Yes
1 Sept 2026
7 Feb 2026
5 Mar 2026
7 Feb 2026
2 Mar 2026
7 Feb 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 | Supplying to site and pitching with 1st class kiln burnt or picked Jhama bricks including dressing, ramming and preparing bed to proper slope complete with necessary earth work not exceeding 300 m.m. in depth and filling gaps with powdered earth or local sand etc. complete ( The rate is including cost of sand). i) With 1st class kiln burnt brick a) 20.00 cm thick | - | Sqm. | 1,013.03 | - |
| 2 | Labour charges for relaying and replacing the displaced dry brick pitching by old bricks including dressing and preparing bed with necessary earth work upto 30 cm depth complete including filling gaps with powdered earth or local sand, including collection of bricks within a lead of 50 metre and finishing the same as per direction of the Engineer - in - Charge. a) 20.00 cm thick | - | Sqm. | 148.98 | - |
| 3 | Making sausages Square or Rectangular in section (any length) made with 1st class kiln burnt / 1st class picked jhama full bricks rolled inside with 10 S.W.G. galvanised square pattern (internal dimension of mesh will be 100 m.m. x 100 m.m. square) galvanised wirenet caging with proper lapping of minimum 150 m.m, and sewing with 12 S.W.G. galvanised wire including cost of all materials, carriage upto site, placing and laying the same in position, after preparing the bed to proper slope etc. complete as per direction of the Engineer-in-charge. (cost is excluding the cost of end pieces.) i) 0.75 metre x 0.45 metre nominal section | - | Metre | 1,934.29 | - |
| 4 | 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.
a) Depth of excavation not exceeding 1,500 mm. | - | % Cum | 14,214.6 | - |
| 5 | 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. | - | Cum. | 96.54 | - |
| 6 | Extra rate over Item No. 5 for all kinds of soil for every additional lead of 30 metres or part thereof beyond the initial lead of 30 m.
i) Three extra lead | - | Cum. | 42.9 | - |
| 7 | Extra rate over Item Nos. 5 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) 1 (one) extra lift. | - | Cum. | 14.3 | - |
| 8 | Earthwork supplied by boat within a lead of 8.0 KM & all lifts for making embankments or for repairs to embankments, closing breaches or for any other purposes including loading, transporting, unloading and spreading in layers of 25 cms as per profile, all lifts bothways and head load including breaking clods, rough dressing ramming etc. complete as per direction of Engineer-in-charge. (measurement will be made on the basis of pre-work & post-work section / stack measurement with due allowance of shrinkage). No extra payment will be made for stacking. | - | Cum. | 343.24 | - |
| 9 | 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).) (b) 1st class brick ballast | - | Cum. | 2,226.28 | - |
| 10 | Supplying Jhaw / Eucalyptus bullah piles at work site, including dressing and making one end pointed. (iii) 15 cm av. Diameter
Note:-Diameter of pile tobe measured at a distance of 1.5m from the thicker end.) | - | Metre | 258.62 | - |
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