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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.3 LAccepted-Finance | ₹3.3 L | L1 | Accepted-Finance Lowest Amount Quoted BY M.KANANDKUMAR 327193.00 |
| 2 | L2₹3.3 L+₹2,405 (0.74%)Rejected-Finance | ₹3.3 L+₹2,405 (0.74%) | L2 | Rejected-Finance Lowest Amount Quoted BY M.KANANDKUMAR 327193.00 |
Tender Value
₹4.0 L
EMD Value
₹4,020
Closing Date
9 Feb 2024, 3:00 pmClosed
COMMISSIONER
UDHAGAMANDALAM MUNICIPALITY
Construction of Retaining wall at Vivekananda Nagar in UMC
2024_MAWS_420179_1
E2/31614/2023
Open Tender
Civil Works
Works
30 days
UDHAGAMANDALAM MUNICIAPLITY
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹4,020
Yes
9 Feb 2024
7 Feb 2024
9 Feb 2024
7 Feb 2024
9 Feb 2024
9 Feb 2024
Amount
Retaining wall at Vivekananda Nagar
Earth work for levelling in all kinds of soils and sub soils to full depth as directed by the departmental officers except hard rock inclusive of shoring strutting and balling out water wherever necessary and refilling the sides of foundation with excavated earth in layers of 15cm thick well rammed and consolidated and depositing the surplus earth with in the compound in places shown by the departmental officers with initial lead of 10 meters and initial lift of 2 meters including cost of all labour charges etc., complete as per standard specification 23 & 24 VI (S2) VII.9,10
Earth work for foundation in all kinds of soils and sub soils to full depth as directed by the departmental officers except hard rock inclusive of shoring strutting and balling out water wherever necessary and refilling the sides of foundation with excavated earth in layers of 15cm thick well rammed and consolidated and depositing the surplus earth with in the compound in places shown by the departmental officers with initial lead of 10 meters and initial lift of 2 meters including cost of all labour charges etc., complete as per standard specification 23 & 24 VI (S2) VII.9,10
Conveyance of excavated earth to a lead of 5 km from site including laoding and unloading charges etc., complete as per std. specification.
Supplying and erecting centering to sides and soffits including supports and strutting for drainage sides and culvert body wall sides using 90cm x 60cm and B.G 10stifened with welded mild steel angles of size 25mm x 25mm x 3mm for boarding laid over( silver oak joists ) of size 10cm x 6.50cm spread at about 90cm etc. complete complying with standard specification .
Plain Cement concrete 1 : 4 : 8 (one cement, four sand and eight aggregates) using 40mm ISS HBG metal including cost and conveyance of all materials and labour charges for mixing, laying, compacting and curing etc, complete as per SS
Cement concrete in 1:3:6 [one cement and three sand and six aggregate using 20mm and 40 mm size ISS grade machine crushed chips at 1/3 Part and 2/3 Part respectively including the cost of mixinglaying curing etc., complete complying with S.S.
Plastering in cement mortar 1:4 mix 12mm thick using clean screened sand and including cost of curing for fifteen days from the completion of the work and surface should free from undulations and including the cost of preparing the surface for plastering and protecting for plastering for plastering and protecting from other damages till setting of mortar etc.complete complying with standard specification--10m2
Plain Cement concrete 1 : 2 : 4 (one cement, two sand and four aggregates) using 20mm ISS HBG metal including cost and conveyance of all materials and labour charges for mixing, laying, compacting and curing etc, complete as per SS
Supply and laying of 110mm PVC pipe including all charges
A.S. Jaffer Ali
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