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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Finance | Admitted-Finance |
| 2 | Admitted-Finance 3 238 VENKATESA LAYOUT S V MILLS POST UDUMALPET 642 128 | UDUMALPET | TIRUPPUR | TAMIL NADU | 642128 | Admitted-Finance |
| 3 | Admitted-Finance 002 1 NATHAKADU SRI MAHALAKSHMI DYEING PRINTING MILLS CAMPUS BHAVANI MAIN ROAD ERODE 638004 | ERODE | ERODE | TAMIL NADU | 638004 | Admitted-Finance |
Tender Value
Refer Docs
EMD Value
₹29,800
Closing Date
3 Apr 2023, 5:00 pmClosed
SUPERINTENDING ENGINEER
Kundah Bridge Post, The Nilgiris 643219
Construction of protection wall at Power House VI penstock area near anchor 3
2023_EB_295903_1
SEG/K/EEC/34/2022-2023
Open Tender
Civil Works
Works
120 days
Kattukupai
Please refer Tender documents.
8 documents required · 8 mandatory
₹0
₹29,800
Yes
2 May 2023
20 Mar 2023
5 Apr 2023
20 Mar 2023
3 Apr 2023
20 Mar 2023
Amount
Clearing the light jungle and disposing away from site as directed by the Engineer at site including cost of all materials, lead, lifts etc complete.
Dismantling the damaged RR masonry and stocking useful stone for reuse and disposing the site away from the debris away from the site with a head load, lead of 100 m over the intial lead and lift including cost of all materials etc complete.
Dismantling the existing concrete drain and disposing the debris away from site as directed by the Engineer at site with a head load lead of 100 m over the initial lead and lift including cost of all materials etc complete.
Removing the slipped earth in all soil and disposing away from the site with a head load lead of 100 m over the initial lead and lift including cost of all required materials etc complete.
Earthwork excavation in all soils except hard rock required blasting and depositing away from the site as shown by the Engineer at site with a head load lead of 100 m over the initial lead of 10 m and initial lift of 2 m including cost of all materials, lead, lift , etc complete (for foundation)
Laying PCC 1:2:4 using 20 mm metal for foundation and penstock bottom concrete with a head load lead of 100 m over the initial lead and lift including cost of all required materials, dewatering arrangements and consolidation by using vibrator wherever possible etc complete
Laying RCC 1:2:4 using 20 mm metal for base concrete with a head load lead of 100 m over the initial lead and lift including cost of all required materials dewatering arrangements wherever necessary etc complete.
Laying PCC 1:2:4 using 20 mm metal for protection wall with a head load lead of 100 m over the initial lead and lift including cost of shuttering, cost of all materials dewatering arrangements and weep hole arrangements wherever necessary etc complete
Laying RCC 1:2:4 using 20 mm metal for side drain wall with a head load lead of 100 m over the initial lead and lift including cost of shuttering all required materials and dewatering arrangements wherever necessary etc complete
Supplying fabricating and placing in position of MS/RTS rod for reinforcement including cost of all material, binding wire, tying bending and dewatering arrangement wherever necessary etc complete
Plastering in Cement Mortar 1:3 of 20 mm thick including cost of all material, lead lift dewatering arrangement and application of bonding agent over the old surface through chipping , removing dirt's wherever necessary etc complete
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kiruthikaconstruction
Vidhyut Nirman Corporation
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