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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.5 LAccepted-Finance | ₹5.5 L | L1 | Accepted-Finance Financially Qualified |
| 2 | L2₹5.8 LAccepted-Finance VILL P O HURA P S HURA DIST PURULIA | HURA | PURULIA | WEST BENGAL | ₹5.8 L | L2 | Accepted-Finance Financially Qualified |
| 3 | L3₹5.8 LAccepted-Finance | ₹5.8 L | L3 | Accepted-Finance Financially Qualified |
| 4 | Rejected-Technical | - | - | Rejected-Technical Technically Not-qualified. |
Tender Value
₹5.8 L
EMD Value
₹11,534
Closing Date
9 Jan 2026, 5:30 pmClosed
The Executive Engineer
Office of the Executive Engineer Purulia Construction Division (Irrigation) Bhatbandh Irrigation Colony Ranchi Road, PO and Dist.-Purulia
M/R to Inspection path in between Ch. 0.00 to Ch. 5.00 and Ch. 20.00 to Ch. 35.00 of DY-3 of Bandhu Main Canal of Bandhu (I) Scheme under Purulia Construction Division (I) in Block and P.S.-Arsha, Dist.-Purulia .
2025_IWD_970966_2
WBIW/EE/PUAIWA001/e-NIT5/25-26
Open Tender
CIVIL WORKS
60 days
ARSHA
Please refer Tender documents.
6 documents required · 6 mandatory
₹11,534
18 Feb 2026
24 Dec 2025
15 Jan 2026
24 Dec 2025
9 Jan 2026
24 Dec 2025
Box cutting or filling in Road embankment in all sorts of soil including spreading the spoils properly over the flank as necessary or on berm to approximate grade & camber and rolling the sub-grade with power roller to proper camber and grade as per direction and satisfaction of Engineer-in-charge including uprooting and removing plants and jungles when and where necessary. (a) Depth up to 150 mm.
Water Bound Macadam Base Course : Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening / binding materials to fill up the interstices of coarse aggregate, watering including lighting, guarding, barricading and making necessary earthen bundh of one metre width on each side and preparing the bed by necessary cutting or filling, including cost of all materials and hire and labour charges of all men and machinery and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (ii)Grading-I Aggregate (63 mm to 45 mm) Using Stone Screening Type B (11.2 mm) B. Manual Means
Supplying, spreading and consolidating Moorum to a depth of 75 mm at desired density and C.B.R. as per specification with power roller to proper gradient and camber including watering as necessary, and lighting, guarding, barricading and making adequate earthen bundh where necessary to protect the edges and curing with water for 2 to 3 days, mending cracks by rolling where necessary including all incidental charges of roller, cost of fuel & lubricants etc. complete as per specification. Note: Add cost at site of the materials to arrive at the complete rate. The compaction factor may be taken as 0.67. (The payment is to be made on the basis of the finished compacted volume of moorum.)
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.
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