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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.0 LRejected-Finance | L1 | Rejected-Finance EMD Refund only | |
| 2 | L2₹13.3 L+₹31,760.20 (2.44%)Rejected-Finance GAUSHALA MARKET OPP BUS STADND NARNAUL 123001 | MAHENDRAGARH | HARYANA | 123001 | L2 | Rejected-Finance EMD Refund only | |
| 3 | Rejected-Technical | - | Rejected-Technical Non-Responsive | |
| 4 | Rejected-Technical | - | Rejected-Technical Non-Responsive | |
| 5 | Rejected-Technical | - | Rejected-Technical Non-Responsive |
Tender Value
₹14.7 L
EMD Value
₹30,000
Closing Date
24 Mar 2021, 5:00 pmClosed
XEN PWD B and R Narnaul
XEN PWD B and R Narnaul
Construction of Toe wall on Nizampur Khetri road to Bamanwas road in Mohindergarh District.
2021_HRY_162097_1
Const. of Toe Wall on Nizampur Khetri to Bamanwas
Open Tender
Civil Works - Roads
Item-rate/Agreement basic
90 days
Works
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
₹30,000
Yes
1 Jun 2021
4 Mar 2021
25 Mar 2021
4 Mar 2021
24 Mar 2021
4 Mar 2021
Amount
Earth work in excavation in foundations, trenches, etc. in all kinds of soils, not exceeding 2 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil, clear from the edge of excavation and subsequent filling around masonry, in 15 cm layers with compaction, including disposal of all surplus soil, as directed within a lead of 30 metres [HSR 6.6]
Cement Concrete 1:8:16 with stone aggregate 40mm nominal size in foundation and plinth. (HSR 10.28)
Providing and laying in position machine batched and machine mixed design mix M-15 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS 9103 to accelerate, retard setting concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge in foundation and plinth. (HSR 10.64) (Note: cement content considered in this item is @ 240 kg/cum)
Shuttering for faces of concrete foundations and foundation beams (vertical or battering) (HSR 9.13)
Sandeep Yadav, Contractor
stage.html
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tech_eval.pdf
boq_comp_chart.xlsx
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fin_eval.pdf
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details.html
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