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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹67.3 LAdmitted-Finance | -22.25% | ₹67.3 L | L1 | Admitted-Finance |
| 2 | L2₹85.6 LAdmitted-Finance GSTIN: 09AAUCS5761R1Z1S 2 92 RUKMANI BIHAR GOL CHAURAHA KESHAV DHAM ROAD VRINDAVAN MATHURA | MATHURA | MATHURA | UTTAR PRADESH | -1.11% | ₹85.6 L | L2 | Admitted-Finance |
| 3 | L3₹86.2 LAdmitted-Finance GSTIN: 09AGKPS7995J1Z8, 09AUBPB7526P1ZAKAMLA VIHAR COLONY HATHRAS | HATHRAS | UTTAR PRADESH | 202139 | -0.40% | ₹86.2 L | L3 | Admitted-Finance |
| 4 | L4₹86.3 LAdmitted-Finance GSTIN: 09AJMPP1836A1Z9 | -0.35% | ₹86.3 L | L4 | Admitted-Finance |
Tender Value
₹86.6 L
EMD Value
₹4.3 L
Closing Date
6 Dec 2025, 5:00 pmClosed
Executive Engineer
MVDA, MATHURA
WORK NO. 04 TATVDARSHI VATIKA COLONY WARD SANKHYA-28, AURANGABAD DWITIYA ME JAL NIKASI HETU GALIYON ME C.C. NALI KA NIRMAN KARYA
2025_UPMVD_1093107_4
15/MVDA/2025-26 2B
Open Tender
Civil Works
180 days
MATHURA
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,360
Secretary
₹4.3 L
20 Feb 2026
22 Nov 2025
8 Dec 2025
22 Nov 2025
6 Dec 2025
22 Nov 2025
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 2.8.1 All kinds of soil. DSR2023 2.8.1
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 4.1.8
5.33 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 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. 5.33.1 All works upto plinth level 5.33.1.1 Concrete of M25 grade with minimum cement content of 330 kg /cum cum 8683.80. DSR2023 5.1.2
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. DSR2023 22.6
Cartage of dismentled material 3km distance including loading & unloading etc. all complete. DSR2023 1.1.2
Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete. DSR2023 5.9.1
Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. DSR2023 5.9.2
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
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 2022-23
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