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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹99.0 LAdmitted-Finance | -1.51% | ₹99.0 L | L1 | Admitted-Finance |
| 2 | L2₹1.0 CrAdmitted-Finance F NO 302 SARANG RESIDENCY PLOT NO 29 OLD VIJAY NAGAR AGRA 282004 | AGRA | AGRA | UTTAR PRADESH | 282004 | -0.53% | ₹1.0 Cr | L2 | Admitted-Finance |
| 3 | L3₹1.0 CrAdmitted-Finance | +1.00% | ₹1.0 Cr | L3 | Admitted-Finance |
Tender Value
₹1.0 Cr
EMD Value
₹2.0 L
Closing Date
12 May 2026, 5:00 pmClosed
EXECUTIVE ENGINEER
MVDA, MATHURA
WORK NO. 18 MATHURA ISTHIT SHANTI NAGAR BAJRANG CHAURAHA SE GOPAL NAGAR ME MAL GODAM ROAD KE DWATIYA PRAVESH DWAR TAK C.C. SADAK EVAM NALI KA NIRMAN KARYA
2026_UPMVD_1143109_10
06/MVDA/2026-27 (2B)
Open Tender
Civil Works
180 days
MATHURA
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,900
Secretary
₹2.0 L
24 Jun 2026
29 Apr 2026
13 May 2026
29 Apr 2026
12 May 2026
29 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 | Item Code |
|---|---|---|---|---|---|---|
| 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 i.no 15.59 | 132 | cum | - | - | BI01010001010000000000000515BI0100001112 |
| 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) DSR 2023 I.NO-6.1.1 | 70 | Cum | - | - | BI01010001010000000000000515BI0100001113 |
| 3 | 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 | 8.5 | Cum | - | - | BI01010001010000000000000515BI0100001114 |
| 4 | 12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) dsr 2023 i.no 13.4.1 | 490 | sqm | - | - | BI01010001010000000000000515BI0100001115 |
| 5 | Providing, laying spreading & compacting of granular sub base by providing close graded (Fr-1) materials, sprading in uniform layers with Mortor Graded on prepared surface, mixing by mix in 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. | 203 | Cum | - | - | BI01010001010000000000000515BI0100001116 |
| 6 | Supply & Laying of precast concrete Block ( Interlocking tiles) for paving of thickness 80mm 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 | 2,100 | sqm | - | - | BI01010001010000000000000515BI0100001117 |
| 7 | Supply & Laying of precast concrete Block ( Interlocking tiles) for paving of thickness 80mm rubber mould Coloured (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 | 215 | sqm | - | - | BI01010001010000000000000515BI0100001118 |
| 8 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement . All works upto plinth level. Concrete of M25 grade with minimum cement content of 330 kg /cum . DSR 2023-24 I.NO 5.33.1.1 | 554 | Cum | - | - | BI01010001010000000000000515BI0100001119 |
| 9 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. DSR 2023-24 I.NO 5.22.6 | 28,600 | kg | 1 | ₹28,571.4 | BI01010001010000000000000515BI0100001120 |
| 10 | Cartage of dismentled material 5km distance UPPWDSOR 2023-24 S.NO 3 page .no. 16A (interlock tile) | 482 | cum | - | - | BI01010001010000000000000515BI0100001121 |
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