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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical all Doc Accepted |
| 2 | Accepted-Technical | Accepted-Technical all Doc Acceped |
| 3 | Accepted-Technical | Accepted-Technical all Doc Accepted |
| 4 | Rejected-Technical | Rejected-Technical latter |
Tender Value
₹41.5 L
EMD Value
₹2.1 L
Closing Date
21 Apr 2026, 3:00 pmClosed
VC HPDA
HPDA PREET VIHAR HAPUR
Strengthening work of road, drain and pavement etc near the community centre in Block G of Anand Vihar Housing Scheme
2026_HPDA_1134191_1
09/se/hpda/2026
Open Tender
Civil Works
Percentage
90 days
hapur
Please refer Tender documents.
2 documents required · 2 mandatory
₹3,900
VC HPDA
₹2.1 L
13 Jul 2026
7 Apr 2026
21 Apr 2026
7 Apr 2026
21 Apr 2026
7 Apr 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 | Dismantling stone work or brick work including stacking of dismantled materials as directed by Engineer-In-Charge within a distance of 60 meters (200 feet). SOR 2022/694 | - | Cum. | - | - |
| 2 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement-All work up to plinth level:
(1 cement: 2 coarse sand (zone-III) derived from natural sources: 4 graded storie aggregate 20 mm nominal size derived from natural sources) | - | Cum. | - | - |
| 3 | 1:1.5:3 (1 cement : 1.5 coarse sand derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources) | - | Cum | - | - |
| 4 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level. Mild steel and Medium Tensile steel bars. | - | kg | - | - |
| 5 | 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 layer with paver in sub-base/base coarse on well prepared surface and compacting with vibratory roller to achieve the desired density, MORT&H - 406. | - | Cum | - | - |
| 6 | Providing and applying primer coat with 80/100 bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 Kg/sqm. using mechanical means, including supply of all materials, labour, T&P etc required for proper completion of the work as per Clause- 502 of MORT & H specifications and as per direction of the Engineer-in-charge. (A.R.) | - | Sqm | - | - |
| 7 | Providing and applying tack coat with 80/100 bitumen emulsion using emulsion pressure distributor at the rate of 0.30 kg. per sqm. on the prepared bituminous/ granular surface cleaned with mechanical broom, including supply of all materials, labour T&P etc. required for proper completion of the work as per Clause - 503 of MORT & H specifications and as per direction of the Engineer-in-charge. (A.R.) | - | Sqm | - | - |
| 8 | Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 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. 505 complete in all respects. | - | Cum. | - | - |
| 9 | Providing and laying bituminous concrete (Gr-II) with 120 TPH batch type hot mix plant using crushed aggregates from approved quarry of specified grading, premixed with bituminous binder (VG-30) @ 5.40 per cent of mix
and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher 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. 507 complete in all respects | - | Cum. | - | - |
| 10 | Construction of granular sub-base by providing coarse graded material, spreading in uniform layer with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401, MORT&H - 401. | - | Cum. | - | - |
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