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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹23.1 LAccepted-Finance | 1 | Accepted-Finance L1 Vendor | |
| 2 | 2₹23.2 L+₹10,200 (0.44%)Rejected-Finance | 2 | Rejected-Finance L2 Vendor | |
| 3 | 3₹23.2 L+₹14,700 (0.64%)Rejected-Finance | 3 | Rejected-Finance Document not completed | |
| 4 | 4₹25.1 L+₹2.0 L (8.81%)Rejected-Finance | 4 | Rejected-Finance L4 Vendor | |
| 5 | 5₹27.4 L+₹4.4 L (18.9%)Rejected-Finance GRAM BACHITI POST DEOBAND DISTRICT SAHARANPUR | SAHARANPUR | UTTAR PRADESH | 247001 | 5 | Rejected-Finance Document Not Received |
Tender Value
₹25.8 L
EMD Value
₹2.6 L
Closing Date
31 Jan 2020, 2:00 pmClosed
Sri Jaswant Singh Sayana, Project Manager
Office of the Project Manager, U.P. State Bridge Corporation Ltd., Bridge Construction Unit, H.No.-6, Setu Nigam Colony, Bajoria Road Near Ghas Mandi, Saharanpur
APPROACH WORK of BRIDGE OVER UPPAR GANGA CANAL AT NEAR VILLAGE-KAWAL ON MUZAFFARNAGAR-MEERAPUR-JANSATH ROAD IN DISTT. MUZAFFARNAGAR
2020_UPSBC_424965_1
5256/E-Tender/SRE/19-20
Open Tender
Civil Works - Bridges
Item Rate
30 days
Near Vill. Kawal on MZN-Jansath-Meerapur road
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,180
Yes
UP STATE BRIDGE CORPORATION LTD
₹2.6 L
Yes
31 Jan 2020
18 Jan 2020
31 Jan 2020
18 Jan 2020
31 Jan 2020
18 Jan 2020
Amount
Approach Work
Earth work Providing and filling of ordinary soil excavation to be in the form of regular pits not exceeding 0.50 m in depth and earth work in embankment to be in 20 cm layers including ramming and dressing the surface to required levels and slopes and machanically compaction to achieve 95% proctors density including arrangement of water, settlement and all T&P charges including Vibratory roller and its fuel charges for output of 325 cum per day The earth from cutting to be used in making embankment or to be deposited as spoil banks as directed by the engineer-in-charge and complete as per MoRT&H Specification.
Construction of Granular Sub-Base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MoRT&H Specification.
Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density and complete as per MoRT&H Specification..
ANUJ KUMAR CONTRACTOR
m/s uma devi
MS Shree Associates
AKSHAY KUMAR
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
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