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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.7 CrAdmitted-Finance | -1.57% | ₹1.7 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.7 Cr+₹1.8 L (1.08%)Admitted-Finance | -0.51% | ₹1.7 Cr+₹1.8 L (1.08%) | L2 | Admitted-Finance |
| 3 | L3₹1.7 Cr+₹1.8 L (1.09%)Admitted-Finance | -0.50% | ₹1.7 Cr+₹1.8 L (1.09%) | L3 | Admitted-Finance |
| 4 | L3₹1.7 Cr+₹1.8 L (1.09%)Admitted-Finance D 61 PALLAVPURAM PHASE I MRT MEERUT | MEERUT | -0.50% | ₹1.7 Cr+₹1.8 L (1.09%) | L3 | Admitted-Finance |
Tender Value
₹1.7 Cr
EMD Value
₹3.4 L
Closing Date
24 Aug 2026, 12:00 pmClosed
CE MeDA
CE Office MeDA Campus, Meerut
Strengthening of the 12-meter-wide and 9-meter-wide roads, along with the repair and construction of drains in K Pocket of the Lohiyanagar Residential Scheme.
2026_MDAUP_1172109_1
49315_1 Dated 22 July 2026
Open Tender
Civil Works
Percentage
270 days
Meerut
Tender Fee, EMD and other documents as per the Tender/NIT
2 documents required · 2 mandatory
₹5,700
As per the Tender/NIT
₹3.4 L
18 Sept 2026
25 Jul 2026
25 Aug 2026
25 Jul 2026
24 Aug 2026
25 Jul 2026
25 Jul 2026 - 24 Aug 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 | DSR/2023/ 2.31 - Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared..(17.60x 0.7418=13.05) | 3,825 | Sqm | 13.05 | ₹49,916.25 |
| 2 | DSR/2023/ Item no 16.83 - Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.(131.75x0.7418= 97.73) | 350 | Sqm | 97.73 | ₹34,205.5 |
| 3 | AR - Construction of granular sub-base by providing close graded material, spreading in uniform layers 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 | 124.8 | Cum | 3,101.1 | ₹3,87,017.28 |
| 4 | AR -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 layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | 418.5 | Cum | 3,699.5 | ₹15,48,240.75 |
| 5 | AR -Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 | 7,361.25 | Sqm | 49.96 | ₹3,67,768.05 |
| 6 | AR - Providtñg and applying tack coat with bitumen VG-10 using Bitumen pressure distributor at the rate of 0.2 kg per sqm on the prepared bituminous/granular surface deaned with mechanical broom | 8,936.25 | Sqm | 18.5 | ₹1,65,320.63 |
| 7 | AR -Providing and laying dense graded bituminous macadam (Grading-2) with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @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 | 13,796.7 | - |
| 8 | AR - Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5.4 per cent of 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. 507 complete in all respects | - | Cum | 16,035.2 | - |
| 9 | DSR/2023/16.84 - Laying old cement cocrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (402.95 x 0.7418=298.90) | 240 | Sqm | 298.9 | ₹71,736 |
| 10 | DSR/23/2.10.1.2 - Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : pipes , cables etc. exceeding 80 mm dia but not exceeding 300 mm dia(0.7418x352.15) | 114 | Cum | 261.22 | ₹29,779.08 |
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