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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹54.4 LAdmitted-Finance | -6.66% | ₹54.4 L | L1 | Admitted-Finance |
| 2 | L2₹57.5 L+₹3.1 L (5.79%)Admitted-Finance | -1.26% | ₹57.5 L+₹3.1 L (5.79%) | L2 | Admitted-Finance |
| 3 | L3₹57.6 L+₹3.2 L (5.88%)Admitted-Finance | -1.17% | ₹57.6 L+₹3.2 L (5.88%) | L3 | Admitted-Finance |
Tender Value
₹58.3 L
EMD Value
₹2.9 L
Closing Date
3 Jul 2026, 5:00 pmClosed
EXECUTIVE ENGINEER
MVDA, MATHURA
WORK NO. 04 VRINDAVAN ME BURJA CHAURAHE SE RUKMANI VIHAR GOL CHAKKAR TAK SADAK BITUMIN KA KARYA
2026_UPMVD_1161166_3
12/MVDA/2026-27
Open Tender
Civil Works
Lump-sum
60 days
MATHURA
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,360
Secretary
₹2.9 L
22 Jul 2026
16 Jun 2026
4 Jul 2026
16 Jun 2026
3 Jul 2026
16 Jun 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 of flexible pavement (bituminous courses) by mechanical means and disposal of dismantled material up to a lead of 1 kilometre, as per direction of Engineer-in-charge. DSR 2023 15.59 | 220 | cum | - | - |
| 2 | Providing, laying spreading & compacting of granular sub base (GSB) by providing close graded (Fr-1) materials, sprading in uniform layers with Mortor Graded on prepared surface, mixing by mix I n placed method with Rotovater at OMC and compacting with in layers with smooth wheeled Vibratory Roller to achieve the desired density, complete as per MoR &H clause 401& as directed by Engineer Incharge including all machine charges & including all labour, T& P etc req for proper completion of work. Analysis rate S.R | 264 | cum | - | - |
| 3 | Laying of interlocking Tile including/providing a base layer of fine sand below tiles & jointing with mortar including supply of all materials labour etc required for proper completion of the work.UPPWDSOR 2023-24 Ch -20 I,no 17 | 880 | sqm | - | - |
| 4 | Supply & Laying of precast concrete Block ( Interlocking tiles) for paving of thickness 100mm rubber mould GREY (Compressive strength not less then 30Mpa as specified in IS:15658 and weight 4.50kg) as jindal,naval or equivalant Including 25mm thick local sand base levelling and dressing of surface to required level and slope, filling joints with local sand all complete work as specified in IS 15658:2006. as directed by E/I. SN0.16 New item page 52 chapter 20 UPPWDSOR 2023-24 sor 23-24 /CH -20/i.no 17 | 1,320 | sqm | - | - |
| 5 | 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) DSR 2023 I.NO 6.1.1 | 21 | cum | - | - |
| 6 | 12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) dsr 2023 i.no 13.4.1 | 60 | sqm | - | - |
| 7 | 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 2023 4.1.3 | 12 | cum | - | - |
| 8 | Cartage of dismentled material 3km distance UPPWDSOR 2023-24 S.NO 3 page .no. 16A | 88 | cum | - | - |
| 9 | 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. S.R | 6,040 | sqm | 1 | ₹6,033.96 |
| 10 | 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.S.R | 16 | cum | - | - |
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