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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.6 CrAccepted-Finance RAGHUNATHPUR TAIPURGRAM HOOGHLY 722161 WB | HOOGHLY | HOOGHLY | WEST BENGAL | 722161 | ₹2.6 Cr | L1 | Accepted-Finance 1ST LOWEST ACCEPTED BIDDER |
| 2 | L2₹2.8 Cr+₹21.7 L (8.45%)Rejected-Finance BELIATORE BANKURA DIST BANKURA PIN 722203 | BANKURA | BANKURA | WEST BENGAL | 722203 | ₹2.8 Cr+₹21.7 L (8.45%) | L2 | Rejected-Finance HIGHER THAN 1ST LOWEST ACCEPTED BIDDER |
| 3 | L3₹3.4 Cr+₹87.7 L (34.1%)Rejected-Finance AT P O KHUKURDAHA P S DASPUR DIST PASCHIM MEDINIPUR | KHUKURDAHA | PASCHIM MEDINIPUR | WEST BENGAL | ₹3.4 Cr+₹87.7 L (34.1%) | L3 | Rejected-Finance HIGHER THAN 1ST LOWEST ACCEPTED BIDDER |
Tender Value
₹2.9 Cr
EMD Value
₹5.7 L
Closing Date
20 Feb 2026, 2:00 pmClosed
Superintending Engineer attached to CE(SW)
OFFICE OF THE CHIEF ENGINEER(SW),KHASJUNGLE, ABAS, MIDNAPORE.
Bank protection work at downstream of Iron Bridge of Kethia river over Chandrakona Ghatal road SH 4 at Mouza Khirpai and Bhabanipur at Khirpai municipality and Manikkundu G.P, Block Chandrakona I under Kangsabati Canals Division No. I, Amlagora,
2026_IWD_992166_6
WBIW/SE/CE(SW)/NIT-09e/2025-26
Open Tender
CIVIL WORKS
Percentage
180 days
MOUZA KHIRPAI, BHABANIPUR BLOCK CHANDRAKONA I
AS DEPICTED IN THE NIT
6 documents required · 6 mandatory
₹5.7 L
Yes
24 Aug 2026
30 Jan 2026
23 Feb 2026
30 Jan 2026
20 Feb 2026
30 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. | 6,240 | Sqm | 5.96 | ₹37,190.4 |
| 2 | Excavation for Structures 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
(ii) With pumping out water excluding shoring as required. | 384 | cum | 146.59 | ₹56,290.56 |
| 3 | Earthwork in excavation in the canals / drainage channels / borrow pits / River bed / slope of bank as noted below as per designed section & throwing the spoils in layers of 25 cm. for making banks as per profile or to deposit the same in any other place within an initial lead of 30 metre and initial lift of 1.5 metre including breaking clods, rough dressing etc. complete as per direction of the Engineer-in-charge.
(a) Ordinary soil / local soil / soil mixed with moorum or kankar / silt, dry or moist / slushy silt / sticky soil. | 2,043.87 | cum | 129.91 | ₹2,65,519.15 |
| 4 | Extra rate over Item Nos.1.01, 1.02 & 1.03 for all kinds of soil for every additional lead of 30 metres or part thereof beyond the initial lead of 30 metres. | 1,635.1 | cum | 14.3 | ₹23,381.93 |
| 5 | Extra rate for puddling earth in layer of 15 cm. including watering and ramming, if necessary, all complete as per the direction of the Engineerin- charge. | 2,043.87 | cum | 11.92 | ₹24,362.93 |
| 6 | Supplying Jhaw / Eucalyptus bullah piles at work site, including dressing and making one end pointed.
v) 20 cm. av. Diameter | 9,616 | Mtr. | 363.5 | ₹34,95,416 |
| 7 | 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. | 715.94 | cum | 7,047.82 | ₹50,45,816.25 |
| 8 | 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. | 909.96 | Sqm | 28.6 | ₹26,024.86 |
| 9 | Hire and labour charges for Shuttering with or without staging upto 4.00 m height using approved stout props with wooden planks/ply wood/steel sheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts of minor structure including culvert, box culvert, cross drain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction.
b) Where staging is not required | 1,402.56 | Sqm | 255.05 | ₹3,57,722.93 |
| 10 | Supplying, fitting and placing HYSD bar reinforcement in Sub-structure including initial straightening, straightening of coils bars, removal of loose rust (if any), cutting to requisite length bending, binding with annealed wire not less than 1 mm in size and conforming to IS 280 at every intersection hooked and bent to correct shape and placed on forms etc. including cost of black annealed wire and cost of loading, unloading, carriage of all steel materials complete as per drawing and technical specifications and direction of Engineer-in-charge.
ii) a. Tor Steel rods / HYSD bars /TMT bars (SAIL/ TATA/ RINL ) (Fe 415 /Fe 500 /Fe 500D, conforms to IS: 1786) | 10.56 | M.T | 72,884.97 | ₹7,69,665.28 |
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