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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.9 CrAccepted-Finance | ₹1.9 Cr | L1 | Accepted-Finance L1 |
| 2 | L2₹2.0 Cr+₹4.4 L (2.30%)Rejected-Finance | ₹2.0 Cr+₹4.4 L (2.30%) | L2 | Rejected-Finance L2 |
| 3 | L3₹2.0 Cr+₹5.4 L (2.82%)Rejected-Finance | ₹2.0 Cr+₹5.4 L (2.82%) | L3 | Rejected-Finance L3 |
| 4 | L4₹2.0 Cr+₹6.2 L (3.24%)Rejected-Finance | ₹2.0 Cr+₹6.2 L (3.24%) | L4 | Rejected-Finance L4 |
Tender Value
₹2.0 Cr
EMD Value
₹4.0 L
Closing Date
9 Jun 2026, 5:00 pmClosed
SM_TENDER CELL
GNIDA OFFICE
Raising and Covering of main RCC drain of 60m wide road (Village Ghanghola T-Point to Ghanghola Police chowki) in Sector Ecotech-10, Greater Noida.
2026_GNIDA_1151722_24
SM/(E-TENDER CELL)/2026/752 DATED-19.05.2026
Open Tender
Civil Works
Fixed-rate
180 days
GREATER NOIDA
REFER TENDER DOCUMENT
5 documents required · 5 mandatory
₹3,780
₹4.0 L
28 Jul 2026
26 May 2026
11 Jun 2026
26 May 2026
9 Jun 2026
26 May 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) | - | Cum | 1 | - |
| 2Plain/Reinforced Cement concrete in open foundation complete as per Drawing and Technical Specifications. (MORTH-20/9.06/E/Case-II) | |||||
| 2.01 | RCC Grade M-25 using batching plant transit mixture and manual placing (MORTH-20/9.06/E/Case-II) | 1 | Cum | 1 | ₹1 |
| 3Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. (DSR-18/5.22) | |||||
| 3.01 | Thermo Mechanically treated bars of grade Fe-500D or more. (SAIL Steel) (DSR-18/5.22.6/AR) | 1 | Kg | - | - |
| 4Fabrication & Manufacturing of Prestressed Hollow Core slab (Hollow area 25 to 30%) of different thickness & modular width 1200 mm in Controlled Factory Environment with approved methodology informing to IS 10297- 1982 conforming to IS : 10297- 1982 by using long line casting method having arrangement of proper steel bed. Concreting should be done by batch mixing plant capable of producing zero slump concrete, transported through automatic shuttels of standard make & layed on bed with the help of extruder/Slipformer, finishing, curing and also provision of steam curing. Cutting, making necessary cutout/holes of required sizes for services in slab element after achieving required strength, yard handling & stacking all complete as per approved shop drawings & design mix as per the direction of the Engineer-in-charge. (Cost of strands should be paid separately). (DSR-18/26.73) | |||||
| 4.02 | 200 mm thick hollow core slab (DSR-18/26.73.1.4) | - | Rmt | - | - |
| 5Extra for using M-50 (Cement content 425 kg) instead of M-40 (DSR-18/26.73.2) | |||||
| 5.01 | 200mm thick hollow core slab (DSR-18/26.73.2.4) | - | Rmt | 1 | - |
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tech_eval.pdf
boq_comp_chart.xlsx
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fin_eval.pdf
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details.html
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Tendernotice_1.pdf
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PreQ_RCC_drain_Ecotech_10.pdf
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BOQ_2160700.xls
BOQ • 0.24 MB
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