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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹47.2 LAccepted-Finance 2 1433 D 6 KAMAL COLONY SAHARANPUR UP PIN 247001 | SAHARANPUR | UTTAR PRADESH | 247001 | ₹47.2 L | L1 | Accepted-Finance L1 |
| 2 | L2₹47.7 L+₹47,762.57 (1.01%)Rejected-Finance | ₹47.7 L+₹47,762.57 (1.01%) | L2 | Rejected-Finance L2 |
| 3 | L3₹56.3 L+₹9.2 L (19.4%)Rejected-Finance | ₹56.3 L+₹9.2 L (19.4%) | L3 | Rejected-Finance L3 |
| 4 | L4₹57.7 L+₹10.5 L (22.2%)Rejected-Finance | ₹57.7 L+₹10.5 L (22.2%) | L4 | Rejected-Finance L4 |
| 5 | L5₹57.8 L+₹10.6 L (22.5%)Rejected-Finance | ₹57.8 L+₹10.6 L (22.5%) | L5 | Rejected-Finance L5 |
Tender Value
₹58.2 L
EMD Value
₹1.2 L
Closing Date
18 May 2026, 5:00 pmClosed
SM_TENDER CELL
GNIDA OFFICE
Raising of CC road and Drain work in Village Nawada, Greater Noida.
2026_GNIDA_1146115_5
SM/(E-TENDER CELL)/2026/749 DATED-05.05.2026
Open Tender
Civil Works
Fixed-rate
120 days
GREATER NOIDA
REFER TENDER DOCUMENT
5 documents required · 5 mandatory
₹1,770
₹1.2 L
27 Aug 2026
8 May 2026
20 May 2026
8 May 2026
18 May 2026
8 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 |
|---|---|---|---|---|---|
| 1Raising manhole cover and frame slab to required level including dismantling existing slab and making good the damage as required (Raising depth of manhole to be paid separately) :(DSR-18/19.26) | |||||
| 1.01 | Circular manhole 140 cm dia with circular cover 600 mm dia of grade EHD - 35 (DSR-18/19.26.4) | - | Each | - | - |
| 2Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality EHD - 35: Circular shape 560 mm internal dia (DSR-18/19.19.4.1) | |||||
| 3Excavation for road work in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transportig to the embankment location within all lifts and lead upt 1000m (MORTH-20/3.06/301) | |||||
| 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) | 1 | Cum | - | - |
| 5Plain/Reinforced Cement concrete in open foundation complete as per Drawing and Technical Specifications. (MORTH-20/9.06/E/Case-II) | |||||
| 5.01 | RCC Grade M-25 using batching plant transit mixture and manual placing (MORTH-20/9.06/E/Case-II) | - | Cum | 1 | - |
| 6Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. (DSR-18/5.22) | |||||
| 6.01 | Thermo Mechanically treated bars of grade Fe-500D or more. (SAIL Steel) (DSR-18/5.22.6/AR) | - | Kg | - | - |
stage.html
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tech_eval.pdf
boq_comp_chart.xlsx
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details.html
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Tendernotice_1.pdf
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BOQ_2143172.xls
BOQ • 0.24 MB
PreQ_Raising_Nawada.pdf
Tender Documents • 0.87 MB
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