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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical NULL | Admitted-Fee/PreQual/Technical |
| 2 | Admitted-Fee/PreQual/Technical H 12 SECTOR DELTA II GREATER NOIDA DISTT G B NAGAR UP | GREATER NOIDA | G B NAGAR | UP | Admitted-Fee/PreQual/Technical |
| 3 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
| 4 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
| 5 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
Tender Value
₹1.8 Cr
EMD Value
₹3.6 L
Closing Date
18 Sept 2026, 5:00 pmClosed
SM_TENDER CELL
GNIDA OFFICE
Resurfacing and Strengthening of Bituminous road and widening with Interlocking tiles both side along Dankaur Sikandrabad road from village Dankaur to Gadhana marg, Greater Noida
2026_GNIDA_1183367_7
SM/(E-TENDER CELL)/2026/808 DATED-03.09.2026
Open Tender
Civil Works
Percentage
180 days
GREATER NOIDA
REFER TENDER DOCUMENT
5 documents required · 5 mandatory
₹2,980
₹3.6 L
21 Sept 2026
8 Sept 2026
21 Sept 2026
8 Sept 2026
18 Sept 2026
8 Sept 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) | 1,212.37 | Cum | 141.4 | ₹1,71,429.12 |
| 2 | 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) | 401.46 | Cum | 4,642.6 | ₹18,63,818.2 |
| 3 | 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) | 235 | Cum | 5,272.15 | ₹12,38,955.25 |
| 4 | Supply of 80mm thick ISI marked Shaped machanically compressed Interlocking cement concerete paver blocks, smooth high laoss finish, skid resistant; manufactured from rubber moulds through vibrocompressiojn mechanism, high pressure and control vibration machine having plan dimension 200 x (160+120mm) with minimum 5mm thick topping. The compressive strength of concerete paver block shall not be less than 30 MPa and weight 4.5kg per No. confirming to IS: 15658-2006. : Gray Base (SOR-2025/2.5(a)) | 89,300 | Nos | 25.4 | ₹22,68,220 |
| 5 | Laying of Interlocking Tiles of 60/80/100 mm thick including levelling and dressing of surface up to required level and slopes over 30 mm thick bed and filling joints with fine sand including cost of fine sand, labour, T&P etc complete But excluding cost of Tile as directed by Engineer in charge. (SOR-2025/5.5.07) | 2,350 | Sqm | 125 | ₹2,93,750 |
| 6 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in : Cement mortar 1:4 (1 cement : 4 coarse sand) (DSR-2023/6.1.1) | 324.3 | Cum | 6,137.45 | ₹19,90,375.04 |
| 7 | 12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) (DSR-2023/13.4.1) | 1,410 | Sqm | 209.55 | ₹2,95,465.5 |
| 8 | Providing 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)) | 1,598.05 | Sqm | 59.46 | ₹95,020.05 |
| 9 | 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) | 7,170 | Sqm | 23.46 | ₹1,68,208.2 |
| 10Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @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. | |||||
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