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Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Tender Value
₹5.2 Cr
EMD Value
₹10.4 L
Closing Date
21 Oct 2026, 5:00 pm
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
SM_TENDER CELL
GNIDA OFFICE
Strengthening of main carriage way, Strengthening and Widening of service road along 60m road, P/L tiles on Footpath from Ek Murti to Pradhan rotary in Sector Ecotech-12, Greater Noida.
2026_GNIDA_1192803_32
SM/(E-TENDER CELL)/2026/817 DATED-30.09.2026
Open Tender
Civil Works
Percentage
180 days
GREATER NOIDA
REFER TENDER DOCUMENT
5 documents required · 5 mandatory
₹6,770
₹10.4 L
7 Oct 2026
7 Oct 2026
23 Oct 2026
7 Oct 2026
21 Oct 2026
7 Oct 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 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineerin- charge. : All kinds of soil (DSR-2023/2.6.1) | 2,759.04 | Cum | 141.4 | ₹3,90,128.26 |
| 2 | Preparation 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) | 7,315.84 | Sqm | 105.25 | ₹7,69,992.16 |
| 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) | 1,059.31 | Cum | 4,642.6 | ₹49,17,952.61 |
| 4 | 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-407) | 802.93 | Cum | 5,272.15 | ₹42,33,167.4 |
| 5 | Brick edging in full brick width and half brick depth including excavation, refilling and disposal of surplus earth lead upto 50 metres.
With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 (DSR-2023/16.7.1) | 1,310.9 | Mtr | 156.6 | ₹2,05,286.94 |
| 6 | Providing and applying tack coat with bitumen grade VG-10 using emulsion pressure distributor at the rate of 0.25 kg per Sqm on the prepared bituminous surface cleaned with mechnical broom. (MORTH-503(II)/502) | 48,162.21 | Sqm | 21.27 | ₹10,24,410.21 |
| 7 | 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) | 1,991.42 | Cum | 1,182.77 | ₹23,55,391.83 |
| 8Recycling 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. | |||||
| 8.01 | (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. | 1,035.54 | Cum | 12,107.84 | ₹1,25,38,152.63 |
| 9Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-40 @4.5 percent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H specification clause No. 505 complete in all respects. (MORTH-202/AR) | |||||
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PreQ_Stren_Ecotech_12.pdf
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