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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 2 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹5.0 L
EMD Value
₹6,000
Closing Date
27 May 2025, 3:30 pmClosed
COMMISSIONER
UMC Office Ooty
Restoration of UGSS at Ambedkar colony in Ward No. 4 in Udhagamandalam Municipality
2025_MAWS_560193_1
E5/2364/2024
Open Tender
Civil Works
Works
90 days
UDHAGAMANDALAM MUNICIPALITY
Registered contractor in UMC
3 documents required · 3 mandatory
₹1,770
COMMISSIONER Udhagamandalam MUNICIPALITY
₹6,000
Yes
28 May 2025
22 May 2025
28 May 2025
22 May 2025
27 May 2025
22 May 2025
22 May 2025 - 26 May 2025
Restoration of UGSS at Ambedkar colony w.no.4 in Udhgamandalam Municipality.
Dismantling the existing Plain cement concrete and removing the debries from the work site andn all labour charges etc., complete as per standare specifications.
Earth work excavation 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 excavation 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 the excess earth by lorry for a lead of 9 Km etc., complete complying with std specifications and as directed by the departmental officers
Supplying and filling in foundation and basement with filling sand in layers of not more than 15 cm thick well watered rammed and con-solidated etc., complying with standard specifications
plain cement concrete 1:4:8 (one cement, four sand and eight aggregate) using 40mm ISS HBG metal including cost and conveyance of all materials and labour charges for mixing, laying, compacting and curing etc, complete as pre SS
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 : 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
Plastering with the cement mortar 1:4 (one cement and Four Sand) using 20mm thick inlcuidng cost of all materials and labour charges etc
Supplying and fixing of Heavy Duty FRC manhole covers of 0.75 m sizes etc., complete complying with standard specifications and as directed by the departmental officers
Random rubble masonry in c.m 1: 5 (one cement five sand) using best Newstones including simultaneous pointing above ground level with the same mortor including curing, cost and conveyance of all materials and labour charges etc,complete as per SS.
Supplyt and delevery of DWC structured wall Polyethylenbe piping systems of 300 mm ID SN 8 pipe (pipe with online/ offline coupler and elastomeric sealing ring) with required specials non-smooth internal surface(Double wall) (SN 8 Class) for non-pressure underground sewerage, drainage application generally as per IS - 16098 (part 2) type B
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