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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹1.6 CrAccepted-Finance | ₹1.6 Cr | L-1 | Accepted-Finance L-1 |
| 2 | L-2₹1.6 CrRejected-Finance | ₹1.6 Cr | L-2 | Rejected-Finance L-2 |
| 3 | L-3₹1.6 CrRejected-Finance E 315 1ST FLOOR SECTOR 27 NOIDA G B NAGAR 201301 | GAUTAM BUDDHA NAGAR | UTTAR PRADESH | 201301 | ₹1.6 Cr | L-3 | Rejected-Finance L-3 |
Tender Value
₹1.6 Cr
EMD Value
₹3.9 L
Closing Date
29 Apr 2026, 5:00 pmClosed
GM CIVIL
Main Administrative Building Sector-6 Noida
Improvement of Intersection at Xing of Sector-115, 112, Noida
2026_NOIDA_1137254_1
40/GM-NTC/SM-WC-6(NTC)/2026-27
Open Tender
Civil Works
180 days
NOIDA
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,310
NOIDA
₹3.9 L
19 May 2026
15 Apr 2026
30 Apr 2026
15 Apr 2026
29 Apr 2026
15 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 |
|---|---|---|---|---|---|
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. | - | cum | - | - | |
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. | - | cum | - | - | |
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. | - | sqm | - | - | |
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). | - | cum | - | - | |
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 | - | cum | - | - | |
Earth work embankment in ordinary soil embankmentto be in 20cm Layers including ramming, dressing, the surface to required levels with ½ tonne steel or wooden rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 to 10 tonnes capacity and including 1.5 m lift and all lead. Earth shall be brought from a place which including cartage of earth by mechanical transport and T& P , Labour etc. required for proper completion. Earth shall be Arranged by the contractor at his own cost | - | cum | - | - | |
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. | - | cum | - | - | |
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 | - | sqm | - | - | |
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering -all work upto plinth level 1:4:8 (1cement :4 course sand (zone III ):8 graded stone aggregate 40mm nominal size ). | - | cum | - | - | |
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 | - | cum | - | - |
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