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Tender Value
₹7.3 Cr
EMD Value
₹7.3 L
Closing Date
23 Jul 2026, 4:00 pm
Executive Officer NAC Ganjam
Executive Officer NAC Ganjam
Construction Of Proposed Office Building G Plus 4 Of NAC Ganjam
2026_ORULB_134089_1
GJM-NAC- 03/2026 -27
Open Tender
Civil Works - Others
540 days
Executive Officer, Ganjam NAC
Please refer Tender documents.
2 documents required · 2 mandatory
₹10,000
₹7.3 L
Yes
3 Jul 2026
3 Jul 2026
24 Jul 2026
3 Jul 2026
23 Jul 2026
3 Jul 2026
3 Jul 2026 - 6 Jul 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 | Dismantalling Brickwork the debris within 50m lead etc. complete with cost, conveyance, loading and unloading, royalties and taxes of all materials and cost of all labours, sundries, T&P and scaffolding required for the work etc. complete in all respect as per specification and direction of Engineer-in-charge | 70.13 | cum | 1,611.7 | ₹1,13,028.52 |
| 2 | Dismantling RCC including stacking the useful materials for reuse and removing the debris within 50m lead including cost of all material, labour, conveyance, loading and un-loading, taxes, royalties, sundries, tools and plants, etc., complete as per the direction of the Engineering-in-charge/Consultant. | 33.35 | cum | 1,697 | ₹56,594.95 |
| 3 | Excavation of foundation in ordinary soil within 50m. initial lead and 1.5m. extra lift over initial lift including rough dressing and breaking clods to maximum 5cm. to 7cm. and laying in layer | 557.85 | Cum | 206.1 | ₹1,14,972.89 |
| 4 | PATHWAYS | 33.75 | Cum | 206.1 | ₹6,955.88 |
| 5 | DRAIN | 12.6 | Cum | 206.1 | ₹2,596.86 |
| 6 | Excavation of foundation Extra lift of 1.5m or part there of over the initial lift of 1.5m in all kinds of embankments and road works and ordinary and ordinary earth work in general.1st Extra lift of 1.5m(up to 7.5m) | 549.12 | Cum | 228.1 | ₹1,25,254.27 |
| 7 | Back filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5m. and as directed by the Engineer-in-charge.BUILDING | 737.98 | Cum | 114.5 | ₹84,498.71 |
| 8 | DRAIN | 4.2 | Cum | 114.5 | ₹480.9 |
| 9 | Carriage / disposal of excavated surplus earth from the worksite by mechanical means within a lead of 5Km including loading and unloading etc. complete. in all respect as per direction of Engineer-in-Charge. | 368.99 | Cum | 185.85 | ₹68,575.59 |
| 10 | DRAIN | 8.4 | Cum | 278.8 | ₹2,341.92 |
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Corrigendum.pdf
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