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Tiruppur Corporation construct, Tiruppur - Tender Details
Explore tender information for Tiruppur Corporation construct in Tiruppur, including eligibility, deadlines, and bid specifics.
MUNICIPAL CORPORATION
Tiruppur, Tamil Nadu, India
NTID 39437875
Opening Date : Tue 4th March, 2025- Closing Date : Tue 4th March, 2025
- ₹ 800000.00
- NTID 39437875
Tiruppur Corporation_construction Of New Eb Pillar, New Eb Service And Electrification Works At Jupiter Street In Ward No 11
Key Values: Document Cost: 0.00 | EMD: 16000.00 | Estimated Cost: 800000.00
Documents
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Document-1
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
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Document-2
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
Costs
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EMD
16000.00 -
Document Cost
Refer Documents -
Estimated Cost
800000.00
BOQ Items Total Items : 17 | Total Qty : 3272
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Supply of PVC insulated and sheathed 4.0 Sq.mm 3 core flat type copper cable conforming to IS 694 / 1990 etc., complete | 120.00 | 1 Rm |
| 2 | Labour charges for the erection of submersible pumpset in borewell/openwell including fixing and jointing submersible cable with proper clamps upto the starter to required depth and also fixing of riser pipes to the required depth valves erection clamps, pressure gauges upto the exterior wall of pump room and erection of panel board consisting of TPICN switches starter, Voltmeter, Ammeter, three pilot (indicating) lamps capacitor single phasing preventor, water level guard and laying and jointing the cables and twin earthing as per IE rules etc., complete and testing the pumpset and trail run for 10 days. | 1.00 | 1 No |
| 3 | Supply and delivery of 50mm (2") UPVC Pipe (Un-Plasticized Polyvinyl Chloride) UPVC used for commercial applications operate and designed to handle higher water pressure (Schedule-80) | 120.00 | 1 RM |
| 4 | Earthwork excavation for foundation in all soils and sub soils except in hard rock requiring blasting and depositing on bank with initial lead of 10m and initial lift of 2m inclusive of shoring, shuttering, bailing out water wherever necessary, refilling the foundation with excavated earth other than sandy soil in layers of not more than 150mm thick layers well rammed and depositing the surplus earth within the compound in place shown by the departmental officers and clearing and levelling the site etc,. complete. | 1.00 | 1 M |
| 5 | Plain Cement concrete 1:4:8 [one cement, four M-sand and eight course aggregates] using 40mm size Hard Broken/Machine crushed Granite Stone Jelly including dewatering if found necessary and laid in layers of not more than 15cm thick and compacted etc., complete complying with standard specification. | 1.00 | 1 M |
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