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Tender Value
₹3.7 Cr
EMD Value
₹7.4 L
Closing Date
1 Jul 2026, 5:00 pm5d left
Similar tender results from the same govt authority in the past 3 years.
SM_TENDER CELL
GNIDA OFFICE
Widening, Resurfacing, Construction of RCC Protection wall and Grass paver block of 60m wide road from Sharda rotary to Pusta Bridge in Sector KP-3, Greater Noida
2026_GNIDA_1161225_12
SM/(E-TENDER CELL)/2026/761 DATED-13.06.2026
Open Tender
Civil Works
180 days
GREATER NOIDA
REFER TENDER DOCUMENT
5 documents required · 5 mandatory
₹5,490
₹7.4 L
17 Jun 2026
17 Jun 2026
3 Jul 2026
17 Jun 2026
1 Jul 2026
17 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 |
|---|---|---|---|---|---|
| 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) | 1 | Cum | 1 | ₹1 |
| 2 | Earth work in cutting or in embankment in ordinary soil excavation to be in the from of regular pits not exceeding 0.50M in depth and earth work in embankment to be in 20 cm. layers including remming and dressing the surface to required levels and slopes and also including 1.50 M lift and 30M lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks with in 30M. distance as directed by the Engineer in charge excluding Royallity. Wherever applicable for small work of Abadi area. (Where machine can not reach/move) SOR-20/253(a)/4.03) | 1 | Cum | - | - |
| 3 | Cartage of earth or fly ash when added to schedule item no. 253 : 5 Km. and beyond (SOR-20/261(C)) | 1 | Sqm | 1 | ₹1 |
| 4Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm. depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres. (DSR-18/16.1) | |||||
| 5Granular sub-base with graded material, plant mix method Construction of granular sub-base by providing close graded material, mixing in a mechanical mix plant at OMC, carriage of mixed material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401. MORTH/4.01/401(A) | |||||
| 6 | 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 grader in sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density (MORTH/4.14/406(B)) | - | Cum | 1 | - |
| 7Brick edging in full brick width and half brick depth including excavation, refilling and disposal of surplus earth lead upto 50 metres. | |||||
| 7.01 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 (DSR-18/16.7.1) | - | Rmt | 1 | - |
| 8 | Providing and applying primer coat with VG-10 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.75 kg/sqm using mechanical means. (MORTH 5.01/502) | 1 | Sqm | 1 | ₹1 |
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Tendernotice_1.pdf
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PreQ_Widening_KP_3.pdf
Tender Documents • 0.98 MB
BOQ_2176452.xls
BOQ • 0.26 MB
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