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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹63.1 LAdmitted-Finance | -11.98% | ₹63.1 L | L1 | Admitted-Finance |
| 2 | L2₹67.9 L+₹4.8 L (7.65%)Admitted-Finance | -5.25% | ₹67.9 L+₹4.8 L (7.65%) | L2 | Admitted-Finance |
Tender Value
₹71.7 L
EMD Value
₹3.6 L
Closing Date
8 May 2026, 5:00 pmClosed
EXECUTIVE ENGINEER
MVDA, MATHURA
WORK NO. 22 SHRIJI BABA VIDHLAYA KE SAMNE SE GANESHRA TAK BITUMINAS SADAK KA NIRMAN KARYA
2026_UPMVD_1143109_4
06/MVDA/2026-27 (2B)
Open Tender
Civil Works
Lump-sum
150 days
MATHURA
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,360
Secretary
₹3.6 L
6 Jul 2026
28 Apr 2026
11 May 2026
28 Apr 2026
8 May 2026
28 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 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | - | Cum | - | - |
| 2 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) | - | Cum | - | - |
| 3 | 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 | - | - |
| 4 | Providing and applying tack coat bitumen VG-10 using emulsion pressure distributor at the rate of 0.3 kg per sqm on the prepared bituminous/granular surfacecleaned with mechanical broom. | - | Cum | 1 | - |
| 5 | Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hous using crushed sggregates of specified grading, premixed with bituminous binder VG-30 @ 4.25 percent 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. 507 complete in all respects. | - | cum | - | - |
| 6 | Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5.40 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver fnisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandom rollers to achiev ethe desired compaction as per MoRTH specifications Clause no. 509 complete in all respects. | - | CUM | - | - |
| 7 | Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. | - | sqr | - | - |
| 8 | 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm
nominal size derived from natural sources) dsr i.no 4.1.3 | - | Sqm | - | - |
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