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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹13.6 LAccepted-AOC DVC PARA PANDAVESWAR PASCHIM BARDHAMAN WEST BENGAL 713346 | PANDAVESWAR | PASCHIM BARDHAMAN | WEST BENGAL | 713346 | ₹13.6 L | L-1 | Accepted-AOC As being L-1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical As the bidder is not L-1 bidder |
| 3 | Rejected-Technical | - | - | Rejected-Technical As the bidder is not L-1 bidder |
| 4 | Rejected-Technical | - | - | Rejected-Technical As the bidder is not L-1 bidder |
| 5 | Rejected-Technical | - | - | Rejected-Technical As the bidder is not L-1 bidder |
Tender Value
₹17.6 L
EMD Value
₹22,000
Closing Date
18 Aug 2026, 4:00 pmClosed
Area Engineer Civil Kenda Area
Office of the General Manager, kenda area
Construction of substation room near quarry 2 at New Kenda under Kenda Area.
2026_ECL_363182_1
ECL/GM/Knd/AE(C)/ e-tender/26-27/61 dt-05.08.26
Open Tender
Civil Works - Buildings
Percentage
120 days
New Kenda
Please refer Tender documents.
3 documents required · 3 mandatory
₹22,000
5 Sept 2026
6 Aug 2026
19 Aug 2026
7 Aug 2026
18 Aug 2026
7 Aug 2026
6 Aug 2026 - 13 Aug 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 |
|---|---|---|---|---|---|
| 1.01 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. | - | m3 | 188.75 | - |
| 1.02 | Filling available excavated earth (excluding rock) in trenches, plinth. sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and for all lift | - | m3 | 121.05 | - |
| 1.03 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 1 | m3 | 1,061.6 | ₹1,060.54 |
| 1.04 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | - | m3 | 6,007.2 | - |
| 1.05 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources) | - | m3 | 6,903.9 | - |
| 1.06 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fllets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement: 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | - | m3 | 8,030.65 | - |
| 1.07 | Reinforced cement concrete work in beams, suspended foors, roofs having slope up to 15* landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to foor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources). | 1 | m3 | 8,420.4 | ₹8,411.98 |
| 1.08 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete. | 1 | m2 | 269.3 | ₹269.03 |
| 1.09 | Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts | - | m2 | 644.7 | - |
| 1.1 | Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers | - | m2 | 494.05 | - |
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