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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.0 CrAccepted-AOC | ₹2.0 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹2.0 Cr+₹1.5 L (0.77%)Rejected-Finance | ₹2.0 Cr+₹1.5 L (0.77%) | L2 | Rejected-Finance L2 |
| 3 | L3₹2.0 Cr+₹3.1 L (1.53%)Rejected-Finance | ₹2.0 Cr+₹3.1 L (1.53%) | L3 | Rejected-Finance L3 |
Tender Value
₹2.1 Cr
EMD Value
₹4.1 L
Closing Date
20 Mar 2026, 5:00 pmClosed
SM_TENDER CELL
GNIDA OFFICE
Providing and laying Interlocking tiles road and Construction of RCC drain from Preet Vihar to NH-91 and Baba Mohan Ram Temple gali in Village Chhapraula and Khera Dharmpura, Greater Noida.
2026_GNIDA_1122182_1
SM/(TENDER CELL)/2026/724 DATED-28.02.2026
Open Tender
Civil Works
Fixed-rate
365 days
GREATER NOIDA
REFER TENDER DOCUMENT
5 documents required · 5 mandatory
₹3,830
₹4.1 L
8 Jul 2026
6 Mar 2026
23 Mar 2026
6 Mar 2026
20 Mar 2026
6 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 |
|---|---|---|---|---|---|
| 1Earth work in cutting or in embankment in ordinary soil excavation to be in the from of regular pits not exceeding 0.50M in depth and earth work in embankment to be in 20 cm. layers including remming and dressing the surface to required levels and slopes and also including 1.50 M lift and 30M lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks with in 30M. distance as directed by the Engineer in charge excluding Royallity. Wherever applicable for small work of Abadi area.lead up to 8 KM (SOR-20/253(a)/4.03) | |||||
| 2 | Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density). (DSR-18/16.2) | - | Cum | 1 | - |
| 3 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge : In cement mortar. (DSR-18/15.7.4) | - | Cum | 1 | - |
| 4Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks.(DSR-18/11.2) | |||||
| 5Excavation 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/251 (A)/4.1.1) | |||||
| 6Cement 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 | |||||
| 6.01 | 8:4:1 (1 Cement 4: Coarse sand :8 graded stone aggregate 40mm nominal size) (SOR-20/281/5.08) | - | Cum | - | - |
| 7Plain/Reinforced Cement concrete in open foundation complete as per Drawing and Technical Specifications. (MORTH-20/9.06/E/Case-II) | |||||
| 7.01 | RCC Grade M-25 using batching plant transit mixture and manual placing (MORTH-20/9.06/E/Case-II) | - | Cum | 1 | - |
| 8Steel reinforcement for RCC work including straightening cutting bending placing in position and binding all complete upto plinth level | |||||
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