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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹10.4 LAdmitted-Finance | -1.80% | ₹10.4 L | L1 | Admitted-Finance |
| 2 | L2₹10.6 LAdmitted-Finance | -0.20% | ₹10.6 L | L2 | Admitted-Finance |
| 3 | L3₹10.6 LAdmitted-Finance | -0.05% | ₹10.6 L | L3 | Admitted-Finance |
| 4 | L4₹10.6 LAdmitted-Finance | -0.01% | ₹10.6 L | L4 | Admitted-Finance |
| 5 | L5₹10.6 LAdmitted-Finance | +0.00% | ₹10.6 L | L5 | Admitted-Finance |
Tender Value
₹10.6 L
EMD Value
₹21,176
Closing Date
9 Mar 2026, 6:00 pmClosed
A M A
Z P MAU
Gram sabha datauda khaiya me radhey shyam rajbhar k ghar se pulia tak dhakkandar nali nirmad kary
2026_UPPRD_1114988_42
721/zp Etender/2025-26 Date 07-02-2026
Open Tender
Civil Works
Item Wise
90 days
Z P MAU
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,180
Yes
A M A
₹21,176
Yes
1 Apr 2026
17 Feb 2026
10 Mar 2026
17 Feb 2026
9 Mar 2026
17 Feb 2026
Excavation in foundation in ordinary soiln i/c lift up to 1.5 m and lead up to 30 m as directed by engineer in charge
Cement concrete with 4 cm gauge approved stone grit,coarse sand and cement in the proportion of (6:3:1) including supply of all materials, labour ,Tools & plants etc. required for complete as per drawing and technical specifications Clause 802,803,1202 &
Reinforced cement concrete M-20 excluding supply of reinforcement including necessary centring and shuttring etc. and also including supply of all material labour T&P etc. required for proper completion of work. as per drawing and Technical specification.
Mild steel or iron in plain work such as reinforced concrete or reinforced brick work(When not included in an over all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of all steel and wastage & over lapping & hooks. As per S.I No-504
Supply & Fixing of information Sign board & Photo of Site complete with all work.
stage.html
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tech_eval.pdf
boq_comp_chart.xlsx
xlsx
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details.html
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Tendernotice_1.pdf
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BOQ_2075058.xls
BOQ • 0.24 MB
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