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Tender Value
₹12.8 L
EMD Value
₹12,840
Closing Date
6 Oct 2026, 5:00 pm
Divisional Forest Officer, Phulbani Forest Divn
Near Madikunda Square, Phulbani, Kandhamal, Pin 762001
Construction of vSS Building at Banduli in Phulbani Range
2026_DFOPH_141136_1
02/DFO/PLB/2026-27
Open Tender
Civil Works - Buildings
Percentage
90 days
At- Banduli (Katringia) Phulbani
Please refer Tender documents.
3 documents required · 3 mandatory
₹6,000
₹12,840
17 Sept 2026
17 Sept 2026
7 Oct 2026
17 Sept 2026
6 Oct 2026
17 Sept 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 | Construction of VSS Building at Banduli in Phulbani Range | - | - | - | - |
| 2 | Earth work in excavation of foundation in all kinds of soil with all leads and lifts including dressing & leveling the bed and depositing the excavated earth at place away from work site with all leads and lifts including cost of all labour T&P articles | 31.63 | One Cum | 282.89 | ₹8,947.81 |
| 3 | Filling in foundation and plinth with fine course sand free from organic and materials, well watered and rammed including all cost conveyance, royality taxes and all labour T&P articles required for the work etc. complete as per the specification and dire | 24.77 | One Cum | 528.94 | ₹13,101.84 |
| 4 | Cement concrete of proportion (1:3:6) in foundation and plinth using 4cm size clean hard black hand broken granite metal of approved quality from approved quarry including hoisting lowering & laying concrete in layers not exceeding 9”thick to the required | 8.43 | One Cum | 6,068.27 | ₹51,155.52 |
| 5 | Fly ash brick work in cement mortar (1:6) after immersing brick for six hours in water before use in F& P with good quality of brick 23cm x 11 cm x 8 cm size having crushing strength not less than 75Kg. Per Sqm. Including splays cutting circular molding and similar such type of work with necessary projections, chamfering and corbelling watering and curing etc. complete including cost conveyance and Royalty, Cess of all materials with all taxes and all labour with T&P articles required for the work etc. complete as per specification and direction of the Engineer-in-charge. | 10.67 | One Cum | 6,187.94 | ₹66,025.32 |
| 6 | R.C.C.work of M-20 in column base and footing and column stem upto plinth level having a minimum comprresive strength (in work test) 150 kg/Cm2 in 15 cm cubes at 28 days after mixing and test conducted in accordance with IS 456 and IS 516 using 12mm size black hard crusher broken granite chips including hoisting,lowering laying and compacting concrete by using vibrator with watering and curing for 28 days centering and shuttering and finishing the exposed surface smooth providing grooves or beds whereever necessay including cost conveyance, royalties and all taxes of all materials and cost of all labour with T&P required for the work etc.complete in all respect but excluding cost of M.S.Rods or Tor Steel and binding wires and labour charge for bending binding and tying the grills etc.complete in all respect as per direction of Engineer-in-charge. | - | - | - | - |
| 7 | RCC Column base and Footing | 4.75 | One Cum | 7,562.17 | ₹35,920.31 |
| 8 | RCC Plinth Band | 1.88 | One Cum | 7,864.31 | ₹14,784.9 |
| 9 | Column in Super structure | 4.52 | One Cum | 17,246.92 | ₹77,956.08 |
| 10 | RCC Lintel | 1.04 | One Cum | 11,939.16 | ₹12,416.73 |
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