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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical Responsive |
| 2 | Accepted-Technical | Accepted-Technical Responsive |
| 3 | Accepted-Technical | Accepted-Technical Responsive |
| 4 | Rejected-Technical | Rejected-Technical Non-Responsive |
| 5 | Rejected-Technical 233 ANAND NAGAR RATAPUR KANPUR UTTAR PRADESH | KANPUR | KANPUR | UTTAR PRADESH | Rejected-Technical Non-Responsive |
Tender Value
Refer Docs
EMD Value
₹21.7 L
Closing Date
7 Mar 2026, 3:00 pmClosed
HBTU Kanpur
HBTU Kanpur
Construction and Repair/ Renovation of Roads and Construction of Ent. Gate
2026_HBTU_1119772_1
815/MAINTENANCE/26 Dt. 06.01.2026
Open Tender
Civil Works - Roads
Percentage
365 days
HBTU Kanpur
Please refer tender documents
3 documents required · 3 mandatory
₹11,800
Yes
Finance Controller
₹21.7 L
Yes
HBTU Kanpur
19 Mar 2026
24 Feb 2026
9 Mar 2026
24 Feb 2026
7 Mar 2026
24 Feb 2026
28 Feb 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 |
|---|---|---|---|---|---|
| 1CONSTRUCTION & REPAIR/RENOVATION OF ROADS AT HBTU CAMPUS | |||||
| 1.01 | Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.All kinds of soil | 30,488.94 | Sqm | 26.27 | ₹8,00,944.45 |
| 1.02 | Dag belling 15 cm (6") deep in one line aligned , with flags and jhandis as directed by Engineer in incharge. Dag belling shall be two each for each painted surfaces. | 3,387.66 | RM | 2.6 | ₹8,807.92 |
| 1.03 | Laying and spreading available soil in the sub-grade on a prepared surface, pulverising, mixing the spread soil in place with rotavator with 2 per cent slaked lime having minimum content of 70 per cent of CaO, grading with motor grader and compacting with the road roller at OMC to the desired density to form a layer of improved sub grade. | 8,536.9 | Cum | 468.8 | ₹40,02,098.72 |
| 1.04 | 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 | 2,235.6 | Cum | 3,612.44 | ₹80,75,970.86 |
| 1.05 | Providing ,Laying Spreading and compacting graded stone aggregates 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. | 3,112.41 | Cum | 3,738.28 | ₹1,16,35,060.05 |
| 1.06 | Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60kg/sqm using mechanical means. | 12,449.65 | Sqm | 32.69 | ₹4,06,979.06 |
| 1.07 | Providing and laying bituminous macadem with 100-120 TPH Hot mix plant producing an average output of 75 tones per hours using crused aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade level and alignment and rolled as per clauses 501.6 and 501.70 to achieve the desired compaction (MORT&H) SPECIFICATION No. 504 | 809.22 | cum | 9,119.45 | ₹73,79,641.33 |
| 1.08 | Providing and applying tack coat with bitumen Packed (VG 10) pressure distributor at the rate of 0.20kg per sqm on the prepared granular surface cleaned with mechanical broom. | 12,449.65 | Sqm | 12.47 | ₹1,55,247.14 |
| 1.09 | Providing and laying semi dense graded bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5to5.00 per cent 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 MoRTH specification clause No. 508 complete in all respects. | 373.49 | Cum | 11,443.94 | ₹42,74,197.15 |
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