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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.5 CrAccepted-AOC KOTA KOTA CHANDIPUR 713148 | CHANDIPUR | PURBA BARDHAMAN | WEST BENGAL | 713148 | ₹1.5 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹1.5 Cr+₹5.3 L (3.60%)Rejected-Finance | ₹1.5 Cr+₹5.3 L (3.60%) | L2 | Rejected-Finance Second Lowest |
| 3 | L3₹1.6 Cr+₹9.3 L (6.36%)Rejected-Finance LABPUR COLLEGE PARA LABPUR WEST BENGAL INDIA 731303 | LABPUR | BIRBHUM | WEST BENGAL | 731303 | ₹1.6 Cr+₹9.3 L (6.36%) | L3 | Rejected-Finance Third Lowest |
| 4 | L4₹1.6 Cr+₹10.2 L (7.01%)Rejected-Finance | ₹1.6 Cr+₹10.2 L (7.01%) | L4 | Rejected-Finance Fourth Lowest |
Tender Value
Refer Docs
EMD Value
₹2.9 L
Closing Date
6 Feb 2026, 4:00 pmClosed
Addl.C.E. and Zonal Manager, Burdwan Zone, WBSEDCL
New Administrative Building, 2nd floor, Power House Complex, Burdwan, Purba Bardhaman.
Construction of Control Room Building along with sanitary, plumbing and internal electrification, development of switchyard, Approach Road and associated works at proposed 33/11 KV Sub Station at Dendua under Asansol Division in the Dist. of Paschim
2026_WBSED_992726_1
ZM/BDN/C/eTender/25-26/14/2061
Open Tender
CIVIL WORKS
Percentage
365 days
Dendua 33/11KV Sub-Station
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹2.9 L
Burdwan Zonal Office,WBSEDCL
25 Jun 2026
22 Jan 2026
9 Feb 2026
22 Jan 2026
6 Feb 2026
22 Jan 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 | 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. Depth of excavation not exceeding 1,500 mm. | 600 | Cum | 1 | ₹599.4 |
| 2 | Depth of excavation for additional depth beyond 1,500 mm. and upto 3,000 mm but not requiring shoring. | 150 | Cum | - | - |
| 3 | Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work) With earth obtained from excavation of foundation. | 500 | Cum | 1 | ₹499.5 |
| 4 | Earth work in filling in compound, tank, low land, ditches etc. with good earth, in layers not exceeding 150 mm. including breaking clods and consolidating the same by ramming and dressing complete. (Payment will be made on profile measurement before and after the work). With carried earth arranged by the contractor within a radius exceeding 3 km. but not exceeding 5 km. including the cost of carried earth. | 725 | CuM | - | - |
| 5 | Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity) | 460 | Cum | 1 | ₹459.54 |
| 6 | Pre-Constructional Anti-termite measures:(a) Anti termite treatment to the top surface of the consolidated earth within plinth walls with chemical emulsion by admixing chloropyrofos emulsifiable concentrates (1% concentration) with water by weight at the rate of 5 Litres per sq. m. of the surface before sand bed or sub-grade is laid. Holes upto 50 mm. to 75 mm. deep at 150 mm. centre to centre both ways shall be made with 12 mm, diameter mild steel rod on the surface to facilitate saturation of the soil with the chemical emulsion. The work shall be carried out as per specification described in para 6.4 of code IS6313 (part -II) 1981. ( Mode of measurment will be per Sq.m of plan area of plinth treated.) | 250 | Sqm | 1 | ₹249.75 |
| 7 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. | 2,475 | Sqm | - | - |
| 8 | Brick work with 1st class bricks in cement mortar (1:6). In foundation and plinth | 100 | Cum | 1 | ₹99.9 |
| 9 | In superstructure, ground floor | 70 | Cum | - | - |
| 10 | 75 mm. thick brick work with 1st class bricks set in cement, sand mortar(1:4) in ground floor including H.B. netting in every alternate layers. | 10 | Sqm | 1 | ₹9.99 |
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