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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical vide letter no 212 dt 04.05.2026 of cemi dumka |
| 2 | Accepted-Technical | Accepted-Technical vide letter no 212 dt 04.05.2026 of cemi dumka |
| 3 | Rejected-Technical N A | Rejected-Technical vide letter no 212 dt 04.05.2026 of cemi dumka |
| 4 | Rejected-Technical DUMKA | DUMKA | JHARKHAND | 814101 | Rejected-Technical vide letter no 212 dt 04.05.2026 of cemi dumka |
Tender Value
₹2.5 Cr
EMD Value
₹5.0 L
Closing Date
4 Apr 2026, 5:00 pmClosed
EE, MID, GODDA
EE, MID, GODDA
Renovation of Raj Darn Nala and Haripur Nala under Block - Mahagama, District - Godda
2026_WRD_112057_1
WRD/MID/GODDA/F2-12/25-26/2nd
Open Tender
Civil Works
Percentage
330 days
Block - Mahagama, Dist - Godda
Please refer Tender documents.
2 documents required · 2 mandatory
₹10,000
₹5.0 L
8 Jun 2026
25 Mar 2026
6 Apr 2026
25 Mar 2026
4 Apr 2026
25 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 |
|---|---|---|---|---|---|
| 1 | Clearing Grass and Removal of Rubbish, Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area . as per specification and direction of E/I. Part -A , Common Item of Works ,Page:-195 & S No:-2.02 | 1 | Ha | - | - |
| 2 | Earth work in excavation in canals by the hydraulic excavator as per designed section in all kinds of soil, soil mixed with kankar, pebbles and boulders upto 300mm size and disposel of spoil upto 10m with all lifts all complete as per Specification and direction of E/I. Part -B (W. R. D. ) Page No- 138 & Item No-7.1.43.1. | 1 | M³ | - | - |
| 3 | Earth work in excavation in canals by the hydraulic excavator as per designed section in all kinds of soil, mixed with kankar, pebbles and boulders upto 300mm size and disposel of spoil upto 500m with all lifts by tipper including costruction and maintanance of hual road allwith excavated earth in proper profile and clod breaking and laying earth in 225mm layers all complete as per Specification and direction of E/I. Part -B (W. R. D. ) Page No- 138 & Item No-7.1.43.2. | 1 | M³ | - | - |
| 4Dismantling pucca brick or lime work including stacking serviceable materials in countable stacks within 15M. Lead and disposal of unserviceable materials with all leads all complete as per direction of E/I. Part -B ( B. C. D.) ,Page:-137, Item No:-5.10.1 | |||||
| 5Dismantling plain cement or lime concrete work including stacking serviceable materials in countable stacks within 15M. Lead and disposal of unserviceable materials with all leads all complete as per direction of E/I. Part -B ( B. C. D.) ,Page:-137, Item No:-5.10.2 | |||||
| 6Dismantling old plaster and pointing in cement or lime and raking out joints to 15mm depth, watering and disposal of unserviceable materials with all leads all complete as per direction of E/I. Part -B ( B. C. D.) ,Page:-137, Item No:-5.10.7 | |||||
| 7 | Earth work in excavation in of foundation trenches in ordinary soil (Vide classification of soil item -A) and disposal of excavated earth so obtained (50 M away from the edge of the trenches ) with initial lead of 150M and initial lift of 1.5m all complete as per Specification and direction of E/I . 1/ Part -B (W. R. D. ) Page No- 119 & Item No- 6.1.8 | 1 | M³ | - | - |
| 8 | Earth work 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 50M including all lifts leveling ramming the foundation treanches, removing roots of trees, and shrubs all complete as per approved design, building specification and direction of E/I. B C D/ 5.1.1 | 1 | M³ | - | - |
| 9Providing coarse clean sand in filling in 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/I (Mode of measurement compacted volume) B C D/ 5.1.10 | |||||
| 10Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level Providing and laying P. C. C. M150 with nominal 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)all complete as per bulding specification and direction of E/I. Part -B ( B. C. D.) ,Page:-106, Item No:-5.3.1.2 | |||||
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