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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical Responsive |
| 2 | Accepted-Technical NEAR FLOUR MILL DHAIYA DHANBAD JHARKHAND 826001 | DHANBAD | JHARKHAND | 826001 | Accepted-Technical Responsive |
| 3 | Rejected-Technical | Rejected-Technical Non Responsive |
| 4 | Rejected-Technical | Rejected-Technical Non Responsive |
| 5 | Rejected-Technical MOHANPUR GURGAIN BURMU RANCHI | RANCHI | JHARKHAND | 829205 | Rejected-Technical Non Responsive |
Tender Value
₹4.3 Cr
EMD Value
₹4.3 L
Closing Date
4 May 2026, 3:00 pmClosed
E.E., BCD, Building Division, Dhanbad
E.E., BCD, Building Division, Dhanbad
07-Construction and Renovation of GS Adivasi HS Yadavpur Govindpur Dhanbad (Part-1)
2026_BCD_112837_1
08/2025-26/EE/BCD/DHANBAD
Open Tender
Civil Works - Buildings
Works
450 days
Dhanbad
Please refer Tender documents.
2 documents required · 2 mandatory
₹10,000
₹4.3 L
16 Sept 2026
14 Apr 2026
5 May 2026
14 Apr 2026
4 May 2026
14 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earthwork in excavation in foundation trenches in ordinary soil (vide classification of soil item-A) and disposal of excavated earth as obtained to a distance upto 50 M. including all lifts, levelling, ramming the foudation trenches, removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/l. | 0.4 | M3 | - | - |
| 2 | Extra for earth work in hard soil as per specification and direction of E/I. (vide classfication of soil item B) | 0.4 | M3 | - | - |
| 3 | Filling in foundation trenches and plinth in layers not exceeding 150mm thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50Mand lift of 1.5M all complete as per building specification and direction of E/I. (mode of measurement compacted volume) | 0.2 | M3 | - | - |
| 4 | Filling in foundation trenches and plinth in layers. Not exceeding 150 mm thick well watered, rammed fully compacted and fine dressed with earth obtained after cutting within a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I (Mode of measurement compacted volume) | 0.8 | M3 | - | - |
| 5 | Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including' cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/l (Mode of measurement complacted volume). | 0.2 | M3 | - | - |
| 6 | Providing designation 75B one Brick Flat Soling joints with local sand including cost of watering taxes royalty all complete as per building specification & direction of E/I. | 0.4 | SQM | - | - |
| 7 | Supplying and laying (properly as per design and drawing) rip-rap with good quality of boulders duly packed including the cost of materials,royalty all taxes etc.but excluding the cost of carriage all complete as per specification and direction of E/I. | 1 | M3 | - | - |
| 8 | Providing designation 75A one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I. | 0.6 | M2 | - | - |
| 9 | 1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 40 mm nominal size) | - | M3 | - | - |
| - | Providing P.C.C.M - 100 with nominal mix of (1:3:6) in foundation with approved quality of stone metal grade III (50mm to 25mm size) clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of E/l. | 1 | M3 | - | - |
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