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Tender Value
₹28.6 L
EMD Value
₹58,000
Closing Date
10 Jun 2026, 5:00 pm5d left
SM_TENDER CELL
GNIDA OFFICE
Construction and Repairing of Shed, Chabutara waiting hall boundary wall and Interlocking tiles of Shamshan ghat in village Khera Dharampura, Chhapraula, Greater Noida.
2026_GNIDA_1156053_4
SM/(E-TENDER CELL)/2026/755 DATED-27.05.2026
Open Tender
Civil Works
180 days
GREATER NOIDA
REFER TENDER DOCUMENT
5 documents required · 5 mandatory
₹880
₹58,000
1 Jun 2026
1 Jun 2026
12 Jun 2026
1 Jun 2026
10 Jun 2026
1 Jun 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 |
|---|---|---|---|---|---|
| 1Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. | |||||
| 1.01 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) (DSR-18/15.2.1) | 1 | Cum | 1 | ₹1 |
| 2Excavation in foundation in ordinary soil (Loam clay or sand) including lift upto 1.50 M and lead upto 30.00M and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the engineer incharge upto a distance of 30m from the foundation trenches (where machine con not reach/move) (SOR-20/251 (A)/4.1.1) | |||||
| 2.01 | Depth from 0.0 to 1.5M below G.L. | - | Cum | - | - |
| 3Cement concrete with 4cm gauge Approved stone ballast coarse sand & cement in the proportion of 8:4:1 including supply of all materials labour tools & Plants etc required for proper completion of the work | |||||
| 3.01 | 8:4:1 (1 Cement 4: Coarse sand :8 graded stone aggregate 40mm nominal size) (SOR-20/281/5.08) | 1 | Cum | - | - |
| 4Plain/Reinforced Cement concrete in open foundation complete as per Drawing and Technical Specifications. (MORTH-20/9.06/E/Case-II) | |||||
| 4.01 | RCC Grade M-25 using batching plant transit mixture and manual placing (MORTH-20/9.06/E/Case-II) | - | Cum | 1 | - |
| 5Steel reinforcement for RCC work including straightening cutting bending placing in position and binding all complete upto plinth level | |||||
| 5.01 | Thermo Mechanically treated bars of grade Fe-500D or more. (SAIL Steel) (DSR-18/5.22.6/AR) | - | Kg | - | - |
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PreQ_Cons_RCCdrain_roza_jalalpur.pdf
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BOQ_2165894.xls
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