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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.2 LAccepted-AOC | ₹2.2 L | L1 | Accepted-AOC M/S DHRUP SHAW L1 bidder |
| 2 | L2₹3.4 L+₹1.2 L (52.0%)Rejected-Finance KACHHI BALIHARI PO KUSUNDA DHANBAD DHANBAD JHARKHAND 828116 INDIA | DHANBAD | JHARKHAND | 828116 | ₹3.4 L+₹1.2 L (52.0%) | L2 | Rejected-Finance L2 bidder |
| 3 | L3₹3.5 L+₹1.3 L (55.8%)Rejected-Finance | ₹3.5 L+₹1.3 L (55.8%) | L3 | Rejected-Finance L3 bidder |
| 4 | L4₹3.6 L+₹1.4 L (60.9%)Rejected-Finance OPPOSIT SHIV MANDIR BASTACOLA JHARIA ROAD DHANSAR DHANBAD DHANBAD 828106 JHARKHAND INDIA | DHANBAD | DHANBAD | JHARKHAND | 828106 | ₹3.6 L+₹1.4 L (60.9%) | L4 | Rejected-Finance L4 bidder |
Tender Value
₹2.8 L
EMD Value
₹3,600
Closing Date
12 Mar 2026, 6:00 pmClosed
ACE, E.J Area
EJ Area Office, Bhowra
Renovation of Transformer and Switch Room near Durga Mandir of ABNS Colliery under EJ Area
2026_BCCL_355868_1
BCCL/EJA/CIVIL/25-26/eNIT/133
Open Tender
Civil Works - Buildings
Percentage
15 days
Bhowra
Please refer Tender documents.
3 documents required · 3 mandatory
₹3,600
11 Aug 2026
7 Mar 2026
13 Mar 2026
7 Mar 2026
12 Mar 2026
7 Mar 2026
7 Mar 2026 - 9 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. | 14.49 | M3 | 214.15 | ₹3,102.39 |
| 3 | Providing Fly Ash Brick Flat Soling | 12.87 | M2 | 327.6 | ₹4,215.23 |
| 4 | 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). | 1.29 | M3 | 5,120.95 | ₹6,606.03 |
| 5 | 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) | 12.58 | M3 | 5,002.05 | ₹62,925.79 |
| 6 | 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) | 6.29 | M3 | 5,483.5 | ₹34,491.22 |
| 7 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | 37.63 | KG | 73.45 | ₹2,763.92 |
| 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. | 379.6 | KG | 88.2 | ₹33,480.72 |
| 9 | Providing and Fixing GI sheet of 0.45 mm thickness as per direction of EIC | 26.34 | M2 | 595.23 | ₹15,678.36 |
| 10 | 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 lift upto 1.5 m. | 1.33 | M3 | 184.8 | ₹245.78 |
| 11 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources: 10 graded stone aggregate 40 mm nominal size derived from natural sources). | 2.7 | M3 | 4,873.2 | ₹13,157.64 |
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