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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹35.3 LAccepted-Finance | ₹35.3 L | L1 | Accepted-Finance L1 |
| 2 | L2₹35.5 L+₹20,711.54 (0.59%)Rejected-Finance 596 NEAR YATHARTH HOSPITAL SECTOR OMEGA I GREATER NOIDA G B NAGAR U P | GAUTAM BUDDHA NAGAR | UTTAR PRADESH | 201008 | ₹35.5 L+₹20,711.54 (0.59%) | L2 | Rejected-Finance L2 |
| 3 | L3₹35.6 L+₹29,638.93 (0.84%)Rejected-Finance A 4 01 BLOCKS 5 PURVANCHAL HEIGHT ZETA I GREATER NOIDA G B NAGAR U P | ₹35.6 L+₹29,638.93 (0.84%) | L3 | Rejected-Finance L3 |
| 4 | Rejected-Technical | - | - | Rejected-Technical DIS-QUALIFIED |
Tender Value
₹35.7 L
EMD Value
₹72,000
Closing Date
29 Jun 2026, 5:00 pmClosed
SM_TENDER CELL
GNIDA OFFICE
Relaying interlocking tiles front of SC/ST Hostel along 80m wide road in Sector Chi-Phi, Greater Noida.
2026_GNIDA_1161225_3
SM/(E-TENDER CELL)/2026/761 DATED-13.06.2026
Open Tender
Civil Works
Percentage
90 days
GREATER NOIDA
REFER TENDER DOCUMENT
5 documents required · 5 mandatory
₹950
₹72,000
24 Aug 2026
17 Jun 2026
1 Jul 2026
17 Jun 2026
29 Jun 2026
17 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 |
|---|---|---|---|---|---|
| 1Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. (DSR-18/16.83) | |||||
| 2 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.Lead 10KM (MORTH-20/301) | 1 | Cum | 1 | ₹1 |
| 3Granular sub-base with graded material, plant mix method Construction of granular sub-base by providing close graded material, mixing in a mechanical mix plant at OMC, carriage of mixed material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401. MORTH/4.01/401(A) | |||||
| 4Cement 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 | |||||
| 4.01 | 8:4:1 (1 Cement 4: Coarse sand :8 graded stone aggregate 40mm nominal size) (SOR-20/281/5.08) | - | Cum | - | - |
| 5 | M-150 brick work in 1:4 cement & coarse sand 2.20 FM mortar in foundation and plinth including supply of all material labour and T&P etc required for proper completion of the work. (SOR-20/303)
same as item no 303 but in 1:4 one cement & four fine sand of 1.25 F.M. mortar. (SOR-20/305)
Same as item no 305 but in 1:4 one cement & four coarse sand of 2.20 F.M. mortar. (SOR-20/305(A)) | 1 | Cum | - | - |
| 6Cement concrete with 4cm gauge approved stone ballast, coarse sand & cement in the proportion of 4:2:1 including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. (SOR-20/279) Same as above item no 279 but with 2cm gauge stone grit instead of 4cm gauge stone ballast. (SOR-20/279(a) | |||||
| 7 | Laying of interlocking tiles 80mm thick precast cement concrete having plan dimention 200x(160/120mm) laid in required pattern over and including average 50mm thick compacted bed of fine sand and filling the joints with fine sand all complete as per direction of Engineer-in-charge (AR/GNIDA) | 1 | Sqm | 1 | ₹1 |
| 8 | Providing and laying I Shaped Interlocking tiles Rubber moulded 80mm thick precast cement concrete having plan dimension 200x(160+120mm) with compressive strength not be less than 40Mpa (M-40) and weight 5kg, laid in required pattern over and including averege 50mm Thick Compacted bed fine sand and filling the joints with fine sand all complete as per direction of engineer-in-charge with conforming to ISI-15658-2006 SOR/A.R. Grey colour. | 1 | Sqm | - | - |
| 9Plain/Reinforced Cement concrete in open foundation complete as per Drawing and Technical Specifications. (MORTH-20/9.06/E/Case-II) | |||||
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