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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.4 LAccepted-Finance KHATRA PO KHATRA PS KHATRA DIST BANKURA | ₹2.4 L | L1 | Accepted-Finance Lowest rate Quoted Financially qualified |
| 2 | L2₹2.4 LRejected-Finance | ₹2.4 L | L2 | Rejected-Finance Financially Disqualified |
| 3 | L3₹2.4 LRejected-Finance VILL GADADHAR PO KHATRA PS KHATRA DIST BANKURA WEST BENGAL 722121 | KHATRA | BANKURA | WEST BENGAL | 722121 | ₹2.4 L | L3 | Rejected-Finance Financially Disqualified |
| 4 | Rejected-Technical | - | - | Rejected-Technical Credential mismatch |
Tender Value
₹2.4 L
EMD Value
₹4,850
Closing Date
14 Feb 2026, 5:00 pmClosed
Executive Engineer, K.C.D.No-II, Khatra, Bankura
Executive Engineer, K.C.D.No-II, Khatra, Bankura.
MR to Canal in between Ch. 221.00 and Ch. 222.00 of Left Bank Feeder Canal. under Head Quarter Section of K.C. Sub-Divn. No.- III under K.C.Division no- II Khatra Bankura during 2026-27 under SDSM.
2026_IWD_1000090_17
WBIW/EE/KCD2/eNIT-10/2025-26.
Open Tender
CIVIL WORKS
90 days
Khatra
Please refer Tender documents.
7 documents required · 7 mandatory
₹4,850
Yes
2 Mar 2026
6 Feb 2026
16 Feb 2026
6 Feb 2026
14 Feb 2026
6 Feb 2026
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specifications Clause 202 for Rural Roads of MORD.(I) By Manual Means b) Cement Concrete
Sand filling in foundation trenches and at the back of abutments, wing-walls etc. with good local sand free from earth in layers not exceeding 15 cm. including inundating each layer by profuse water and poking and ramming layer by layer complete including supply of sand. Quality of sand is to be approved by the Engineer-in-charge. Medium sand (Grading Zone-II as per IS 383-1970) stacked at site
Cast-in-situ cement concrete blocks or lining units as per designed sections and specifications, in nominal mix proportion 1:1.5:3 (corresponding to M20 Grade) with well graded 20 mm down stone metal aggregate, laid in position by casting in alternative panels or otherwise to keep a gap of 12mm between the adjacent units, over a layer of polythene sheet of thickness not less than 100 µm to act as a separator between the bottom surface of the block and the sand cushion / filter material laid below the blocks, including dressing, ramming, shuttering, finishing the exposed surface by trowel without adding any additional cement and sand mortar, curing and filling the gaps between the adjacent units by 5.6 mm down coarse aggregates to be compacted properly, with all leads and lifts including supply and carriage of all materials, complete, without the cost of sand cushion / filter.Stone aggregates of Pakur varieties
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 .a) upto 3 m depth (iv) Without pumping out water and shoring
Cost of stone / laterite boulder at quarry site including Royalty (Royalty certificate in original from competent authority are to be submitted along with the bill, otherwise amount due towards Royalty of stone/laterite boulder will be deducted from the bills of works) . a) Panchami source (Each weighing 25 kg & above) Following rates of royalty are to be considered till further modification of prevailing rates by the Department of I dustry, Commerce & Enterprises, Govt. of West Bengal for Pachamil sourced stone boulder and laterite boulderand by the Department of Mines & Geology,Government of Jharkhand for stone boulder of Pakur variety a) Panchami source : Rs. 53 per Cum
Making rectangular sausage cage with 10 SWG galvanized iron wire of 125mm. x 125mm. mesh wire netting with proper lapping of minimum 150 mm. including sewing the joints with 12 SWG G I wire and supply of all materials and equipments including placing the sausage cage in position, filling the same with boulder or lump agreegates complete as per direction of the Engineer-in-charge but excluding the cost of boulder / lump aggregates and its carriage upto site.(Cost is excluding the cost of end pieces ) b) 1.20 metre x 0.90 metre nominal section
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 metre and upto 1.00 km
Cutting uprooting and clearing jungles including shrubs, water weeds, bushes, trees, plants, upto 30cm. Girth including removing as directed by Engineer-in-charge.
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