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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.8 LAccepted-AOC | L1 | Accepted-AOC M/S RAJAN CONSTRUCTION L1 bidder | |
| 2 | L2₹2.9 L+₹8,954.92 (3.20%)Rejected-Finance | L2 | Rejected-Finance L2 bidder | |
| 3 | L3₹3.0 L+₹20,916.09 (7.48%)Rejected-Finance JEALGORA DHANBAD DHANBAD 828110 JHARKHAND INDIA | DHANBAD | DHANBAD | JHARKHAND | 828110 | L3 | Rejected-Finance L3 bidder | |
| 4 | L4₹4.2 L+₹1.4 L (51.1%)Rejected-Finance | L4 | Rejected-Finance L4 bidder | |
| 5 | L5₹4.4 L+₹1.6 L (58.0%)Rejected-Finance | L5 | Rejected-Finance L5 bidder |
Tender Value
₹3.8 L
EMD Value
₹4,900
Closing Date
6 Mar 2026, 6:00 pmClosed
ACE, EJ
EJ AREA OFFICE
Construction of Boundary wall around Transformer Shed at Old Incline, ASP Collery under E.J Area
2026_BCCL_354879_1
BCCL/EJA/CIVIL/2025 -26/eNIT/102
Open Tender
Civil Works - Buildings
Percentage
45 days
Sudamdih
Please refer Tender documents.
3 documents required · 3 mandatory
₹4,900
24 Sept 2026
27 Feb 2026
7 Mar 2026
27 Feb 2026
6 Mar 2026
27 Feb 2026
27 Feb 2026 - 3 Mar 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 |
|---|---|---|---|---|---|
| 2 | 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, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. : All kinds of soil. | 46.06 | M3 | 214.15 | ₹9,863.75 |
| 3 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 2.74 | M3 | 1,292.2 | ₹3,540.63 |
| 4 | Providing Fly Ash Brick Flat Soling | 36 | M2 | 327.6 | ₹11,793.6 |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources). | 3.62 | M3 | 5,120.95 | ₹18,537.84 |
| 6 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 5.0 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) | 31.2 | M3 | 5,002.05 | ₹1,56,063.96 |
| 7 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 5.0 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) | 10.86 | M3 | 5,483.5 | ₹59,550.81 |
| 8 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | 91.2 | KG | 88.2 | ₹8,043.84 |
| 9 | 1:6 (1 cement: 6 fine sand) | 225.78 | M2 | 222 | ₹50,123.16 |
| 10 | Colour washing such as green, blue or buff to give an even shade : New work (two or more coats) with a base coat of white washing with lime | 225.78 | M2 | 33.9 | ₹7,653.94 |
| 11 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new work | 4.46 | M2 | 103.6 | ₹462.06 |
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