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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.5 CrAdmitted-Finance | -9.25% | ₹1.5 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.5 CrAdmitted-Finance 112 FIRST FLOOR NAVAYUG MARKET GHAZIABAD | GHAZIABAD | UTTAR PRADESH | 201001 | -8.85% | ₹1.5 Cr | L2 | Admitted-Finance |
| 3 | L3₹1.6 CrAdmitted-Finance | -4.44% | ₹1.6 Cr | L3 | Admitted-Finance |
| 4 | L4₹1.6 CrAdmitted-Finance | -3.70% | ₹1.6 Cr | L4 | Admitted-Finance |
| 5 | L5₹1.7 CrAdmitted-Finance 0 BADHALGANJ SADAR SADAR ROAD AZAMGARH UTTAR PRADESH 276128 UDYAM UP 07 0021622 | AZAMGARH | UTTAR PRADESH | 276128 | -2.10% | ₹1.7 Cr | L5 | Admitted-Finance |
Tender Value
₹1.7 Cr
EMD Value
₹3.4 L
Closing Date
20 Apr 2026, 5:00 pmClosed
SM (WC-2) Sector 19 Noida
SM (WC-2) Sector 19 Noida
M/o Road (Improvement of Left Turn free movement ( Three Junctions at M P-2 Road (Nithari T-Point Sector-31 25 25A and 32 Xing Sector-24 33 and 25A and 32 Xing) Noida
2026_NOIDA_1133005_1
56/GM/SM(WC-2)/CB/ET/2025-26
Open Tender
Civil Works - Others
90 days
Noida
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,310
Yes
Noida
₹3.4 L
Yes
8 May 2026
6 Apr 2026
21 Apr 2026
6 Apr 2026
20 Apr 2026
6 Apr 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 |
|---|---|---|---|---|---|
| 0.0 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent designn mix) | - | Cum | - | - |
| 0.0 | Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge : bituminous road | - | Sqm. | - | - |
| 0.0 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within
50 metres lead as per direction of Engineer - in- charge. | - | Cum | - | - |
| 0.0 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exccding 30 cm in depth, 1.5m in width or 10 sqm on plan) including disposal of excavated lead upto 50 mtr. & lift upto 1.5Mtr. dispose earth to be leveled & dressed. : All kinds of soil. The Contractor has to detect Different utilities like sewer line, water Supply line, electric cable, telephone cable, gas pipe line etc. using utility detecting machine before start of excavation and shall start excavation only after getting permission of Engineer-in-Charge | - | Cum | - | - |
| 0.0 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | - | Cum | - | - |
| 0.0 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including
loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. | - | Cum | - | - |
| 0.0 | Construction of Subgrade and Earthen Shoulders
Construction of sub-grade and earthen soulders with approved material obtained from right of way with all lifts & leads, transporting to sidte, spreading, grading to required slope and compacted to meet requirement of table No. 300-2. | - | Cum. | - | - |
| 0.0 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (Zone-III) : derived from natural sources: 8 graded sone aggregate 40 mm nominal size derived from natural sources). | - | cum | - | - |
| 0.0 | Construction of granular sub base by providing close graded material, spreading in uniform layer with motor grader on prepared surface mixing by mix in place method with front and loader at O.M.C. and compacting with by vibratory roller to achieve the desired density complete as per clause 401 | - | Cum. | - | - |
| 0.0 | Wet Mix Macadam (Plant Mix Method)
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | - | cum. | - | - |
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