Municipal Administration And Water Supply Department Tender
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Municipal Administration And Water Supply Department - MAWS Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date8 Apr 2025
Closing Date22 Apr 2025
Tender Amount₹ 44,61,754
Costs
EMD
₹ 44,618Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Shifting Of Pumping Main Water Line In Kulamangalam Main Road In Ward 23
Description
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Contact
Tender Id
2025_MAWS_541187_1Bid Award Id
ViewTender No
E1/EST- 955/ 24-25Tender Authority
Municipal Administration And Water Supply Department ViewPurchaser Address
-Website
http://https://www.tn.gov.in/maws/
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BOQ Items
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Supply and delivery of DI D/F Gate (sluice) valves (soft seated) resilient seated soft sealing Gate Valves (Sluice Valves) with body Bonnet of Ductile cast iron of Grade GGG 40 or GGG 50, Wedge fully rubber lined with EPDM replaceable spindle nut without gland packing and with 3 O Ring protection on the shaft and seals of NBR and the valves should be of Vacuum tight and 100% leak proof with face to face dimensions as per BS 5163- 89/ISI 14846-2000/DIN 3202 F4. All the valves should be with electrostatic powder coating both inside and out side with pocket less straight through body passage. All the valves are to be compatible for buried application with pressure rating PN 10/16 - 200mm Gate Valve
1
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300mm DI Water Main
50
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450mm DI Water Main
50
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Restoring the tar road surface by spreading Sand filling, filling gravel and WMM over a layer of 30 cm thick gravel and providing premix carpet with seal coat type 'A' including cost of all materials etc. complete 10m2
298
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Refilling the trenches with suitable excavated earth available along the alignment after the pipes & specials are laid, jointed & tested in layers & watering, ramming &consolidation directed by the Engineer-in-Charge.
692
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Caution and Danger Board in 12’’ X 8’’ size metal sheet of 3mm thick with lettering of 2.5” font size with flourescent paint both in English and Tamil as directed by
departmental officers.
5
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Replacement of Underground Utilities (GI Pipe) damaged during earthwork excavation for pipe laying works including cost of additional earthwork excavation in all soil strata, including BT/CC road cutting, removal of slushy soil and replacing the pipeline with sound pipe, including supply and delivery of PVC pipes, couplers, jointing materials and required specials, cutting, conveying , laying, jointing and cost of refilling for the additional earthwork etc complete and as directed by the departmental officers. - 25mm GI Pipe
60
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Add GST 18%
1
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300mm Gate Valve
1
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2.00-3.00m
119
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Disposal of surplus earth including loading and conveyance within a distance of 5 km (basic cost of earth is zero) including loading charges and Conveyance Charges of 5
kms distance.
23
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Cutting BT Road Surface etc., complete
36
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Earth work excavation for foundation & depositing on bank with an initial lead of 10m & lift of 2 m for depths in soft disintegrated Rock when required, barricading with safety lamps etc all complete as per standard specification
as directed by the Departmental Engineer. - Upto 2.00m
595
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400mm Gate Valve
1
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Construction of Valve chambers of following sizes with earthwork excavation for foundation with Dust Filling 15cm thick and Plain cement concrete bed in C.M. 1:4:8 using 40mm HBG jelly 10mm thick for foundation, 23cm thick brick wall work in C.M.1:5 for chambers, Inner and Outer Plastering with C.M. 1:3 12mm thick, benching, channelling, MS Grill frame covering in C.M. 1:2:4 mix using 20mm blue granite jelly including necessary reinforcement, etc., complete
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