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Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical Technically Qualified. |
| 2 | Accepted-Technical 102 IST FLOOR DEVIKA CHAMBER RDC RAJ NAGAR GHAZIABAD U P | GHAZIABAD | UTTAR PRADESH | 201001 | Accepted-Technical Technically Qualified. |
| 3 | Accepted-Technical | Accepted-Technical Technically Qualified. |
| 4 | Accepted-Technical 112 FIRST FLOOR NAVAYUG MARKET GHAZIABAD | GHAZIABAD | UTTAR PRADESH | 201001 | Accepted-Technical Technically Qualified |
| 5 | Not Admitted-Fee/PreQual/Technical | Not Admitted-Fee/PreQual/Technical Others-Machinery Not Sufficient |
Tender Value
₹14.3 Cr
EMD Value
₹33.7 L
Closing Date
22 Dec 2025, 5:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
PGM(E)
UPSIDA Complex, A-1/4 Lakhanpur Kanpur-208024
Resurfacing of Roads and Widening and Construction of RCC Drains I.A. South Side G.T. Road (Amrit Steel Compound) Distt. Ghaziabad.
2025_SIDC_1095255_1
CD-1(371) dt.25.11.2025
Open Tender
Civil Works
Percentage
180 days
Jainpur
Please refer Tender documents.
3 documents required · 3 mandatory
₹8,850
UPSIDA
₹33.7 L
14 Jan 2026
1 Dec 2025
22 Dec 2025
1 Dec 2025
22 Dec 2025
1 Dec 2025
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 | Providing and applying primer tack coat on bituminious emulsion @0.90/Kg. Bitumen of grade VG-10, includig heating the bitumen, spraying the bitumen the mechanical operated spary unit fitted on bitumen boiler, cleaning and preparing the exiting road surface as per specifications(As per Sanctioned JOB No. CD-I(114) Dated 29.08.2024) | 15,680.3 | Sqm | 37.4 | ₹5,86,443.22 |
| 2 | Providing and applying tack coat on bituminious surface @ 0.80Kg/Sqm. Bitumen of grade VG-10, includig heating the bitumen, spraying the bitumen the mechanical operated spary unit fitted on bitumen boiler, cleaning and preparing the exiting road surface as per specifications.(As per Sanctioned JOB No. CD-I(114) Dated 29.08.2024) | 15,680.3 | Sqm | 10.6 | ₹1,66,211.18 |
| 3 | Provinding and laying 75 mm average compected thickness dense graded bituminoues macadam crushed stone aggregated grading premixed with binder of grade [email protected]% (percentage by weigth of total mix) prepared in batch hot mix plant of 100-120 TPH capacity. Tranported to sire by tippers laid over a previously surface with paver finisher equiped with electronic sencor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem roller as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-charge. (As per Sanctioned JOB No. CD-I(114) Dated 29.08.2024) | 1,176.02 | Cum | 10,088.4 | ₹1,18,64,160.17 |
| 4 | Provinding and laying 40 mm average compected thickness bituminious concrete using crushed stone aggregated grading premixed with binder of grade [email protected]% (percentage by weigth of total mix) and lime filler@ 2% by weigth of aggregate prepared batch hot mix plant of 100-120 TPH capacity. Tranported to sire by tippers laid over a previously surface with paver finisher equiped with electronic sencor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem roller as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-charge. (As per Sanctioned JOB No. CD-I(114) Dated 29.08.2024) | 15,680.3 | sqm | 457.1 | ₹71,67,465.13 |
| 5 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness motor grader on prepared surface, first compacting in trenches by Small Ride-on Double Drum Vibratory Roller, Capacity: 3-4 Tonnes and then compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. (As per Sanctioned JOB No. CD-I(114) Dated 29.08.2024) | 58.8 | Cum | 3,957.9 | ₹2,32,724.52 |
| 6 | Excavation in foundation in ordinary soill ( Loam , clay or sand ) including lift upto 1.50 M. and lead upto 30 M. and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplusearih asi directed by the Engineer - in - charge upto al distance of 30 M. from the foundation ( Where machine can not trenches . reach / move ) As per SI No. 251(A) SOR Ghaziabad. | 1,525.2 | cum | 110 | ₹1,67,772 |
| 7 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness motor grader on prepared surface, first compacting in trenches by Small Ride-on Double Drum Vibratory Roller, Capacity: 3-4 Tonnes and then compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. (As per Sanctioned JOB No. CD-I(114) Dated 29.08.2024) | 450.6 | cum | 3,957.9 | ₹17,83,429.74 |
| 8 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge (As per Sanctioned JOB No. CD-I(111) Dated 29.08.2024) | 225.3 | Sqm | 4,257.8 | ₹9,59,282.34 |
| 9 | S/L DLC as per MORTH Specification 601 C Item no 21.18 150 Kg cement/ cum of concrete, coarse sand as per IS 383 @ .45 cum/cum of cocrete and Crushed stone coarse aggregate of 25 mm and 12.5 mm nominal sizes as per table 600.1 @ .9 cum/cum of concrete conforming to clause 602.2.6 he direction of engineer - in - charge. | 300.4 | cum | 5,206 | ₹15,63,882.4 |
| 10 | Cement Concrete with 4 cm guage approved stone ballast, coarse sand & cement in the proportion of 8:4:1 including supply of all material, labour, tools & Plant etc. required for proper completion of work. As per SI No. 281 | 75.1 | cum | 6,100 | ₹4,58,110 |
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