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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.5 LAccepted-AOC | ₹12.5 L | L1 | Accepted-AOC Lowest Bidder |
| 2 | L2₹12.7 L+₹18,964.08 (1.52%)Rejected-Finance | ₹12.7 L+₹18,964.08 (1.52%) | L2 | Rejected-Finance NOT L1 BIDDER |
| 3 | L3₹12.7 L+₹19,600.45 (1.57%)Rejected-Finance | ₹12.7 L+₹19,600.45 (1.57%) | L3 | Rejected-Finance NOT L1 BIDDER |
| 4 | L4₹12.7 L+₹23,036.90 (1.85%)Rejected-Finance VILL P O BAHIRI DIST BIRBHUM PIN 731240 | BIRBHUM | BIRBHUM | WEST BENGAL | 731240 | ₹12.7 L+₹23,036.90 (1.85%) | L4 | Rejected-Finance NOT L1 BIDDER |
| 5 | L5₹12.7 L+₹25,175.13 (2.02%)Rejected-Finance | ₹12.7 L+₹25,175.13 (2.02%) | L5 | Rejected-Finance NOT L1 BIDDER |
Tender Value
₹12.7 L
EMD Value
₹25,455
Closing Date
17 Feb 2026, 2:00 pmClosed
EE/MSCD,BOLPUR,BIRBHUM
Office of the Executive Engineer, Mayurakshi South Canals Division, Santiniketan, Birbhum
M.R to the Left Ex-Zamindary Embankment of River Ajoy in between 35.840 Km and 35.980 Km(Working Length 120.00 m) at Village Husainpur in Block and P.S. - Nanoor and District Birbhum within Mayurakshi South Canals Division.
2026_IWD_998573_9
WBIW/EE/MSCD/ NIT- 13(e) /2025-26
Open Tender
CIVIL WORKS
Percentage
60 days
Nanoor
Please refer Tender documents.
8 documents required · 8 mandatory
₹25,455
Yes
19 Aug 2026
3 Feb 2026
18 Feb 2026
3 Feb 2026
17 Feb 2026
3 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, dressing and stacking at site bamboo pins above 5 cm. diameter and upto 7.5 cm. diameter. (Dia. to be measured at mid length). | 1,764 | Mtr. | 34.56 | ₹60,963.84 |
| 2 | Driving bamboo pins in standing or flowing water including scaffolding and driving appliances.
(a) Where boats are not necessary. | - | Mtr. | 13.11 | - |
| 3 | Supplying, fitting and fixing with iron nails half split bamboo wailing pieces (av. dia. of bamboo not less than 5.0 cm.) | 240 | Mtr. | 26.22 | ₹6,292.8 |
| 4 | 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(iv) Without pumping out water and shoring. | 60 | cum | 135.87 | ₹8,152.2 |
| 5 | Cutting uprooting and clearing jungles including shrubs, water weeds,bushes, trees, plants, upto 30 cm. girth including removing as directed by Engineer-in-charge. | 812 | Sqm | 5.96 | ₹4,839.52 |
| 6 | 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 orto 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. | 1,135 | cum | 129.91 | ₹1,47,447.85 |
| 7.1 | Extra rate over Item Nos.1.01, 1.02 & 1.03 for all kinds of soil for everyadditional lead of 30 metres or part thereof beyond the initial lead of 30 metres
(a) Extra one lead | 567.38 | cum | 14.3 | ₹8,113.53 |
| 7.2 | ((b) Extra Two lead | 283.69 | cum | 28.6 | ₹8,113.53 |
| 7.3 | (c) Extra Three lead | 283.69 | cum | 42.9 | ₹12,170.3 |
| 8.1 | 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.
A) Beyond 500 and upto 1.00 km
( Royalty on earth= 29.00/cum, [email protected]/ cum, are added with the basic rate i.e.218.00/cum). | 851 | cum | 300.69 | ₹2,55,887.19 |
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