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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 CrAccepted-AOC | ₹1.1 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹1.1 Cr+₹1.5 L (1.34%)Rejected-Finance A 94 SECTOR P 3 GREATER NOIDA G B NAGAR | GREATER NOIDA | G B NAGAR | U P | ₹1.1 Cr+₹1.5 L (1.34%) | L2 | Rejected-Finance L2 |
| 3 | L3₹1.1 Cr+₹1.7 L (1.55%)Rejected-Finance | ₹1.1 Cr+₹1.7 L (1.55%) | L3 | Rejected-Finance L3 |
| 4 | Rejected-Technical | - | - | Rejected-Technical DIS-QUALIFIED |
Tender Value
₹1.1 Cr
EMD Value
₹2.2 L
Closing Date
30 Mar 2026, 5:00 pmClosed
SM_TENDER CELL
GNIDA OFFICE
Providing and Fixing Interlocking tiles in village Bhanota, Greater Noida.
2026_GNIDA_1126873_8
SM/(TENDER CELL)/2026/727 DATED-17.03.2026
Open Tender
Civil Works
Fixed-rate
365 days
GREATER NOIDA
REFER TENDER DOCUMENT
5 documents required · 5 mandatory
₹2,290
₹2.2 L
11 Aug 2026
19 Mar 2026
2 Apr 2026
19 Mar 2026
30 Mar 2026
19 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 |
|---|---|---|---|---|---|
| - | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm. depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres. (DSR-18/16.1) | 1 | Sqm | 1 | ₹1 |
| - | Dry 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) | 1 | Sqm | - | - |
| - | Cement 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 | - | - | - | - |
| - | 8:4:1 (1 Cement 4: Coarse sand :8 graded stone aggregate 40mm nominal size) (SOR-20/281/5.08) | - | Cum | - | - |
| - | 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 | - | - |
| - | M-150 brick work in 1:6 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 coarse sand of 2.20 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 | - | - |
| - | 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) (DSR-18/13.4.2) | 1 | Sqm | - | - |
| - | Cement 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) | 1 | Cum | - | - |
| - | Plain/Reinforced Cement concrete in open foundation complete as per Drawing and Technical Specifications. (MORTH-20/9.06/D/Case-II) | - | - | - | - |
| - | PCC Grade M-25 using batching plant transit mixture and manual placing (MORTH-20/9.06/D/Case-II) | - | Cum | - | - |
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PreQ_PF_Interlocking_Bhanota.pdf
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BOQ • 0.24 MB
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