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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Finance | Admitted-Finance |
Tender Value
₹10.3 L
EMD Value
₹10,300
Closing Date
26 Dec 2019, 2:00 pmClosed
Superintending Engineer/Operation/Tirunelveli
Aringer Anna Building/maharaja nagar Tirunelveli-11
Strengthening of the existing RCC Structure poles work in 230 KV Main Bus at 230 KV Kayathar Sub-Station in Tirunelveli Operation circle
2019_EB_150753_1
ET-06/19-20Dt-25-11-2019
Open Tender
Miscellaneous Works
Works
90 days
Kayathar
Enclosed
2 documents required · 2 mandatory
₹0
₹10,300
Yes
13 Jan 2020
10 Dec 2019
27 Dec 2019
11 Dec 2019
26 Dec 2019
11 Dec 2019
11 Dec 2019 - 26 Dec 2019
Amount
Dismantling and Re- erection of strung bus, Jumpers, Droppers and Bus Bar at 230 KV Main Bus at 230 KV Kayathar Sub-Station
Labour for the Erection of Strung bus and all related hardwares, fittings, clamps including Meggering, hoisting of insulators, and consumables and as directed by the field engineer. (230 KV Double Conductor Strung Bus/phase)
Labour for the erection of Busbar including suitable Modifications of End Clamps, providing holes wherever necessary as directed by the field Engineer. 75 mm (1 Length)
Labour for the Erection of Double Zebra Jumper/Droppers using Moose/Zebra/panther Conductors including Modification of End clamps, providing holes etc wherever necessary as directed by the field Engineer
Labour for the erection of Insulator single pole stack for supports Uprights/Underhang including Meggering & other consumables and as directed by the field engineer. (230 KV)
Labour for Dismantling of Strung bus including insulators, hardwares, fittings, clamps and consumables, (230 KV Double Conductor Strung Bus)
Dismantling of Bus Bar 75 mm (1 Length)
Labour for the Dismantling of Double Zebra Jumper/Droppers using Moose/Zebra/panther Conductors including Modification of End clamps, providing holes etc wherever necessary as directed by the field Engineer
Labour for Dismantling of Insulator single pole stack for supports/Underhang including consumables. (230 KV)
Temporary stay Arrangement
Supply of Aluminium Power Connectors/Clamps/Fittings with SS Bolts and Nuts, including VAT, frieght etc., confirming to IS confirming to IS as per the drawing and specification.
Switch End Clamp for 3 '' Bus Bar
T Clamp for Double Zebra to Double Zebra
T Clamp for 3" Bus Bar to Double Zebra
Free End Clamp for 3'' Bus Bar
Corona Ball for 3" Bus Bar
Joined Clamp for 3" Bus Bar
PG Clamp for Zebra
Strengthening work to the existing damaged RCC structure poles in Kayathar 230KV SS by providing casing concrete with construction chemicals.ie., Spl.admixtures for strengtheninig work.
Earthwork Excavation and depositing on bank with Initial lead of 10m & initial lift of 2m in hard stiff clay, stiff black cotton,hard red earth shales murram gravel stoney earth earth mixed with small size boulders and hard gravelly soil with initial lead of 10m and lift of 2m.
Dismantling of existing corroded RCC beam with initial lead of 10m upto 100m away from the site as per the instruction of site engineer
Chipping RCC pole structure concrete and roughening the surface including cost of all materials, labour, lead, shuttering charges etc, complete.
RCC 1:1.5:3 mix using 12mm to 20mm HBS metal (machine crushed) for coloumn concrete without formworks availing LC including all cost labour materials lead lift curing etc complete but excluding cost of steel reinforcement (By using mixer machine and vibrator)for raft.
RCC 1:1.5:3 mix using 12mm to 20mm HBS metal (machine crushed) for beam concrete without formwork including all cost labour materials lead lift curing etc complete but excluding cost of steel reinforcement (By using mixer machine and vibrator)
Supplying and fabricating and placing in position of MS/RTS steel
Plastering with CM 1:3, mix 12mm thick over the flooring with smooth finish and thread lined immediately after laying flooring concrete including all cost labour materials lead lift curing etc complete.
Colour washing two coats using Cement paint over one coat of primer using white cement including all cost of materials, lead, lift, T&P, labour including cost for scrapping and clearing existing surface.
Providing additional strutting to centering of RCC slabs of plain surface for every additional 1.0m height or part there of but not less than 30cm over the initial 3.00m height from floor level using casurina props of 10cm to 13cm dia including cross bracing etc, complete compling with standard specification and as directed by the department officers.
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