Loading
Loading…
Loading…
| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical Technically Qualified. |
| 2 | Accepted-Technical KRISHNA COMPLEX JAIN COLLEGE ROAD SAHARANPUR UTTAR PRADESH PIN CODE 247001 | SAHARANPUR | SAHARANPUR | UTTAR PRADESH | 247001 | Accepted-Technical Technically Qualified. |
| 3 | Accepted-Technical | Accepted-Technical Technically Qualified. |
| 4 | Accepted-Technical B 108A SECTOR 36 GREATER NOIDA DISTT G B NAGAR UP | GREATER NOIDA | GAUTAM BUDH NAGAR | UTTAR PRADESH | Accepted-Technical Technically Qualified. |
| 5 | Accepted-Technical | Accepted-Technical Technically Qualified. |
Tender Value
₹8.9 Cr
EMD Value
₹21.1 L
Closing Date
22 Dec 2025, 11:00 amClosed
Principal General Manager
UPSIDA Head Office Kanpur,Principal General Manager
Area Main Road, Meerut Road Industrial Area Near Hundai Showroom at Industrial Area Site-3, Meerut Road, Ghaziabad (U.P.)
2025_SIDC_1095553_1
CD_Ist_372_DT_25112025
Open Tender
Civil Works
Percentage
180 days
Ghaziabad
Please refer Tender documents.
3 documents required · 3 mandatory
₹8,850
UPSIDA
₹21.1 L
14 Jan 2026
3 Dec 2025
22 Dec 2025
3 Dec 2025
22 Dec 2025
3 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 | 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 Engineer-in-charge. All kinds of soil. | 12,465 | cum | 100 | ₹12,46,500 |
| 2 | 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 with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 | 3,529.25 | cum | 3,957.9 | ₹1,39,68,418.58 |
| 3 | 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. | 1,296.5 | cum | 4,257.8 | ₹55,20,237.7 |
| 4 | Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom. On bituminous surface @ 0.25kg/sqm | 86,500 | Sqm | 10.6 | ₹9,16,900 |
| 5 | Providing and laying Dense Graded Bituminous Macadam using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specificatons and directions of Engineer-in-Charge. 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. | 2,103 | cum | 10,088.4 | ₹2,12,15,905.2 |
| 6 | Providing and laying Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rollingwith smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge. 40/50 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. | 1,872.8 | cum | 11,427.5 | ₹2,14,01,422 |
| 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 with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 | 161.63 | cum | 3,957.9 | ₹6,39,715.38 |
| 8 | 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 fromnatural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources) | 645.15 | cum | 6,870 | ₹44,32,180.5 |
| 9 | S/F M:S (tor steel or plain) in plain work such as R:C:C or R:B work including bending for proper shape as necessary including bending for proper complition of the work and including supply of all steel & wastage, bend, hooks, and authorised overlapping shall be measured etc all complete as per direction of engineer in charge. | 379.83 | Qtl | 7,906.7 | ₹30,03,201.86 |
| 10 | Cement Concrete with 4 cm gauge approved stone ballast coarse sand & cement in the proportion of 8:4:1 including supply of all materials labour tools & plants etc reguired for proper complection of the work | 935 | cum | 6,100 | ₹57,03,500 |
tech_eval.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.70 MB
feeformat.xls
Tender Documents • 0.02 MB
etenderdocument.pdf
Tender Documents • 1.23 MB
BOQ_2015043.xls
BOQ • 0.32 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .