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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.4 CrAccepted-Finance | ₹1.4 Cr | L1 | Accepted-Finance L1 |
| 2 | L2₹1.4 Cr+₹29,336.51 (0.20%)Rejected-Finance | ₹1.4 Cr+₹29,336.51 (0.20%) | L2 | Rejected-Finance L2 |
| 3 | L3₹1.5 Cr+₹1.3 L (0.91%)Rejected-Finance | ₹1.5 Cr+₹1.3 L (0.91%) | L3 | Rejected-Finance L3 |
| 4 | Rejected-Technical 57 GOPAL NAGAR TELIBAGH LUCKNOW 226012 | - | - | Rejected-Technical DIS-QUALIFIED |
| 5 | Rejected-Technical | - | - | Rejected-Technical DIS-QUALIFIED |
Tender Value
₹1.5 Cr
EMD Value
₹2.9 L
Closing Date
10 Jun 2026, 5:00 pmClosed
SM_TENDER CELL
GNIDA OFFICE
Providing and Fixing RCC Pre cast Boundary wall (Part-2) at Different Location in Jewar Vidhan Sabha Villages, Greater Noida.
2026_GNIDA_1156053_17
SM/(E-TENDER CELL)/2026/755 DATED-27.05.2026
Open Tender
Civil Works
Fixed-rate
180 days
GREATER NOIDA
REFER TENDER DOCUMENT
5 documents required · 5 mandatory
₹2,650
₹2.9 L
15 Sept 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 |
|---|---|---|---|---|---|
| 1Excavation 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) | |||||
| 2Cement 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 | |||||
| 2.01 | 8:4:1 (1 Cement 4: Coarse sand :8 graded stone aggregate 40mm nominal size) (SOR-20/281/5.08) | 1 | Cum | - | - |
| 3Plain/Reinforced Cement concrete in open foundation complete as per Drawing and Technical Specifications. (MORTH-20/9.06/E/Case-II) | |||||
| 3.01 | RCC Grade M-25 using batching plant transit mixture and manual placing (MORTH-20/9.06/E/Case-II) | - | Cum | 1 | - |
| 4 | Providing and placing in position precast reinforced cement concrete waffle units, square or rectangular, as per design and shape for floors and roofs M-30, including flush or deep ruled pointing at joints in Cement mortar 1:2 (1 Cement : 2 Fine sand), making necessary holes of required sizes for carrying through service lines etc., providing steel hooks for lifting etc, form work in precasting, handling, hoisting, centering and erection complete for all floor levels but, excluding the cost of reinforcement. (DSR-18/5.36/AR) | 1 | Cum | - | - |
| 5Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. (DSR-18/5.22) | |||||
| 5.01 | Thermo Mechanically treated bars of grade Fe-500D or more. (SAIL Steel) (DSR-18/5.22.6/AR) | 1 | Kg | - | - |
| 6 | Providing high tensile steel strands including all accressories for stressing, stressing operations and grouting etc. complete as per drawings and technical specification sections (AOR-1800/P-490/MORTH) | - | Kg | 1 | - |
| 7Plain/Reinforced Cement concrete in open foundation complete as per Drawing and Technical Specifications. (MORTH-20/9.06/E/Case-II) | |||||
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