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Tender Value
₹5.0 Cr
EMD Value
₹10.1 L
Closing Date
9 Sept 2026, 5:00 pm
SM_TENDER CELL
GNIDA OFFICE
Widening, Resurfacing and Interlocking tiles work of 45.0m wide road in Sector Techzone-2, Greater Noida.
2026_GNIDA_1179266_1
SM/(E-TENDER CELL)/2026/800 DATED-22.08.2026
Open Tender
Civil Works
Percentage
180 days
GREATER NOIDA
REFER TENDER DOCUMENT
5 documents required · 5 mandatory
₹6,770
₹10.1 L
27 Aug 2026
27 Aug 2026
11 Sept 2026
27 Aug 2026
9 Sept 2026
27 Aug 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 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. (DSR-2023/15.3) | - | Cum | 1 | - |
| 2Preparation 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 earthwith lead upto 50 metres. (DSR-2023/16.1) | |||||
| 3 | Granular 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) | 1 | Cum | - | - |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) (DSR-2023/4.1.3) | 1 | Cum | - | - |
| 5 | 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.morth (MORTH-406) | - | Cum | 1 | - |
| 6 | Cold milling of asphaltic surface/pavement (removal of BC/DBM rang asphaltic material from road surface/concrete surface) in to maintain surface below in shape, slope and undamaged workable to lay fresh layer of asphaltic material in line, level, size depthas direct by Engineer-in-charge including transportation and disposal of removed material from site for all lift and leads, cleaning of surface (MORTH-519) | - | CUm | 1 | - |
| 7Providing and applying primer coat with SS1 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 502/5.01/A(i)) | |||||
| 8 | Providing and applying tack coat with bitumen grade of VG-10 using pressure distributor at the rate of 0.3 Kg per sqm on the prepared bituminous surface cleaned with mechanical broom. (MORTH 5.02/503) | - | Sqm | 1 | - |
| 9Recycling of Bituminous Pavement with Central Recycling Plant Recycling pavement by cold milling Recycling pavement by cold milling of existing bituminous layers, planning the surface after cold milling, reclaiming excavated material to the extent of 30 percent of the required quantity, hauling and stock piling the reclaimed material near the centralrecycling plant after carrying out necessary checks and evaluation, adding fresh material including rejuvenators as required, mixing in a hot mix plant, transporting and laying at site and compacting to the required grade, level and thickness, all as specified in clause 519. | |||||
| 9.01 | (II) Using by Dense Graded Bituminous Macadam Grading -II (MORTH 5.13 P-168)
60/50mm comjpacted thickness with bitumen peretration [email protected]% by weight of mix. | - | Cum | - | - |
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details.html
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Tendernotice_1.pdf
PDF • 4.68 MB
PreQ_Wide_tech_2.pdf
Tender Documents • 0.91 MB
BOQ_2217316.xls
BOQ • 0.25 MB
8003.pdf
Additional Documents • 0.40 MB
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