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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹83.1 LAdmitted-Finance KAMLA VIHAR COLONY HATHRAS | HATHRAS | UTTAR PRADESH | 202139 | -29.53% | ₹83.1 L | L1 | Admitted-Finance |
| 2 | L2₹84.8 LAdmitted-Finance | -28.11% | ₹84.8 L | L2 | Admitted-Finance |
| 3 | L3₹87.3 LAdmitted-Finance | -26.00% | ₹87.3 L | L3 | Admitted-Finance |
| 4 | L4₹87.8 LAdmitted-Finance 1584 UDAY PRATAP COLONY BADHAIYAVEER CIVIL LINE NO 02 DISTRICT SULTANPUR | SULTANPUR | SULTANPUR | UTTAR PRADESH | -25.61% | ₹87.8 L | L4 | Admitted-Finance |
| 5 | L5₹89.5 LAdmitted-Finance VILLAGE POST PALSO GOVERDHAN MATHURA | MATHURA | MATHURA | UTTAR PRADESH | -24.11% | ₹89.5 L | L5 | Admitted-Finance |
Tender Value
₹1.2 Cr
EMD Value
₹2.4 L
Closing Date
12 Dec 2025, 5:00 pmClosed
Executive Engineer
MVDA, MATHURA
WORK NO. 03 MATHURA STHIT (TOWNSHIP KE PASS) NARSIPURAM COLONY ME R.C.C. NALA AVAM INTERLOKING SADAK KA NIRMAN KARYA
2025_UPMVD_1093107_3
15/MVDA/2025-26 2B
Open Tender
Civil Works
180 days
MATHURA
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,900
Secretary
₹2.4 L
16 Feb 2026
22 Nov 2025
15 Dec 2025
22 Nov 2025
12 Dec 2025
22 Nov 2025
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50m and lift up to 1.5m,as directed by Engineer-in-Charge. All kinds of soil . DSR2023 I.NO 2.6.1
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). DSR2023 I.NO 4.1.8
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
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
Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc., up to floor five level, excluding the cost of centering, shuttering and finishing :1:1½:3 (1 cement : 1½ coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).(RETAINING WALL) DSR 2023-24 I.NO 4.2.2
Centering and shuttering including strutting, propping etc. and removal of form for : Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. dsr 2023 i.no 5.9.2
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
Cartage of dismentled material 3km distance UPPWDSOR 2023-24 S.NO 3 page .no. 16A
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