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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.5 CrAdmitted-Finance | -5.25% | ₹1.5 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.6 Cr+₹1.8 L (1.19%)Admitted-Finance | -4.12% | ₹1.6 Cr+₹1.8 L (1.19%) | L2 | Admitted-Finance |
| 3 | L3₹1.6 Cr+₹6.7 L (4.38%)Admitted-Finance | -1.10% | ₹1.6 Cr+₹6.7 L (4.38%) | L3 | Admitted-Finance |
| 4 | Not Admitted-Fee/PreQual/Technical 93 BASHIRATGANJ LUCKNOW UTTAR PRADESH 226004 | LUCKNOW | UTTAR PRADESH | 226004 | - | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹1.6 Cr
EMD Value
₹3.8 L
Closing Date
11 Jun 2026, 5:00 pmClosed
GM CIVIL
Main Administrative Building Sector-6 Noida
Improvement of Intersection and road widening of MP-3 Marg at Sector-123, Noida
2026_NOIDA_1157460_1
41/GM-NTC/SM-(NTC)/2026-27
Open Tender
Civil Works
Fixed-rate
120 days
NOIDA
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,310
NOIDA
₹3.8 L
4 Aug 2026
5 Jun 2026
12 Jun 2026
5 Jun 2026
11 Jun 2026
5 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 |
|---|---|---|---|---|---|
| 1 | Demolishing cement concrete manually/ mechanical means and incluiding disposal of material within 50 metres lead as per direction of Engineer-in-charge. Normal 1:3:6 or richer Mix. | 402 | cum | 923.42 | ₹3,71,214.84 |
| 2 | Demolishing R.C.C work manually/ by mechanical means incluiding stacking of steel bars and disposal of unserviceable materials within 50 metre lead as per direction of Engineer - in-charge. | 266 | cum | 1,347.16 | ₹3,58,344.56 |
| 3 | Taking out existing CC interlocking paver blocks from footpath/ central verge, incluiding 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. | 779 | sqm | 50 | ₹38,950 |
| 4 | Dismantling tile work in floors and roofs laid in cement mortar incluiding stacking material within 50 metres lead. For thickness of tiles aboves 25 mm and upto 40mm | 240 | sqm | 44.63 | ₹10,711.2 |
| 5 | Demolishing Brick work manually/ by mechanical means incluiding stacking of servicealble material and disposal of unserviceable materials within 50 metre lead as per direction of Engineer - in-charge. In Cement mortar. | 41 | cum | 779.76 | ₹31,970.16 |
| 6 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m,and lift upto 1.5m, as directed by Engineer-in-charge. : All kinds of soil. (C.R.) 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(CR). | 2,148 | cum | 136 | ₹2,92,128 |
| 7 | Filling available excavated earth (excluiding 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 50m and lift upto 1.5m | 153 | cum | 93 | ₹14,229 |
| 8 | Disposal of building rubbish / malba / similar unserviceable , dismantled or waste materials by mechanical means incluiding loading transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge. Beyound 50 m initial lead, for all leads incluiding all lifts involved. | 4,109 | cum | 120.55 | ₹4,95,339.95 |
| 9 | Construction of sub-grade and earthen shoulder with approved obtained from right of way all lifts & leads , transporting to site ,spreading ,grading to required slope and compacted to meet requirement of table no. 300-2 | 2,890 | sqm | 82.38 | ₹2,38,078.2 |
| 10 | By Mix in Place Method Well graded Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. MORT&H Specification 401 Sr No 4.1 | 723 | cum | 4,093.5 | ₹29,59,600.5 |
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