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Tender Value
₹1.5 Cr
EMD Value
₹3.1 L
Closing Date
8 Oct 2026, 3:00 pm
CE BDA
CE Office BDA Bareilly
Greater Bareilly ke Sector-9 ke madhya 18.00 meter chaude marg ka nav nirman karya.
2026_BDAUP_1184792_1
T-26/2026/07
Open Tender
Civil Works
Percentage
180 days
Bareilly
Please refer Tender documents.
2 documents required · 2 mandatory
₹8,000
Vice Chairman, Bareilly Development Authority
₹3.1 L
11 Sept 2026
11 Sept 2026
9 Oct 2026
11 Sept 2026
8 Oct 2026
11 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 filling in ordinary soil including leveling dressing and ramming and also including cartage 5.00 Km distance Including loading unloading cost of earth royalty etc. all complete as per direction of E/I Excluding royality PWD SOR ITEM No. 253+ cartage+ cost of earth etc (2023) | 5,000 | Cum | 290.7 | ₹14,53,500 |
| 2 | Earth work with machanical compaction including of levelling, dressing, watering & compacting the soil to achieve 95% proctor density etc. all complete. P.S. | 5,000 | Cum | 6.5 | ₹32,500 |
| 3 | 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 Mechanical Paver on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 | 577.1 | Cum | 4,264.7 | ₹24,61,158.37 |
| 4 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specifications including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site laying in uniform layers in sub-base/base course on a well prepared under base and compacting with power vibratory-roller to achieve the desired density including lighting, guarding, barricading and maintenance of diversion etc. | 435 | Cum | 4,293 | ₹18,67,455 |
| 5 | Providing and laying priming coat with bitumen emulsion (SS-2 grade) using Emulsion pressure distributor at the rate of 0.70 Kg. Per sqm on the prepared surface of granular base cleaned with mechanical broom. | 2,175 | Cum | 70.8 | ₹1,53,990 |
| 6 | Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30@ 4.0 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. | 163.12 | Cum | 13,743.4 | ₹22,41,823.41 |
| 7 | Providing and applying bitumen emulsion tack coatwith butumenus grade VG-10 over bituminious surface of including cleaning of road sruface sand spreading tack coat @ 0.20 Kg/ sqm using machanical means as per morth (Morth 503) (Analysis Rate) | 2,175 | Sqm | 26.4 | ₹57,420 |
| 8 | Providing and laying bituminious concrete with 100-120 batch type HMP producing an average output of 75 tonne per hour using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5.40% as per job 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 Specifications Clause 509 complete in all respects. | 87 | Sqm | 16,579.4 | ₹14,42,407.8 |
| 9 | Providing and applying 2.5 mm thick road marking strips including all labour and T&P Etc. complete | 130.5 | Sqm | 618 | ₹80,649 |
| 10 | Excavation in foundation in ordinary soil, loam, clay or sand including lift upto 1.5 m & lead upto 30m Including filling watering & ramming of excavated earth into the trenches or into the space between the building & the sides of foundation trenches or in to the plinth removal & disposal of surplus earth as directed by the engineer in charge upto a distance of 30m from the foundation trenches. (Excluding Royalty). | 522 | Sqm | 209 | ₹1,09,098 |
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