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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Finance | Admitted-Finance |
| 2 | Admitted-Finance ERIKKADU THERMAL POST METTUR DAM 636 406 | METTUR DAM | SALEM | TAMIL NADU | 636406 | Admitted-Finance |
Tender Value
₹8.6 L
EMD Value
₹8,700
Closing Date
27 Oct 2022, 2:00 pmClosed
SE/Civil/MTPS-II
SE/Civil/MTPS-II
Providing the RCC drain with cover slab in south side of control room at K.R.Thoppur 400KV SS Thoppur
2022_EB_256219_1
CE /MTPS-II/SE/ CIVIL / OT.49 / 2022-23
Open Tender
Civil Works - Others
Works
90 days
MTPS-II/ Mettur Dam-6
Tender Specification
2 documents required · 2 mandatory
₹0
₹8,700
Yes
11 Nov 2022
13 Oct 2022
28 Oct 2022
13 Oct 2022
27 Oct 2022
13 Oct 2022
Amount
Dismantling the existing damaged Brick masonry wall in cement mortar under 3m high as directed by the Engineer incharge as required place in SS including cost of all labour charges, lift, etc., complete.
Earth work excavation in all types of soils such as earth, SDR, medium rock, dense medium rock not requiring blasting for foundation and depositing on bank with initial lead of 10m & initial lift of 2m as directed by the Engineer in charge including all labour charges, lead, lift, T&Ps, etc., complete.
Transporting the surplus excavated earth from the item No 1 & 2 with a lead of 2km over the initial lead of 10m and lift of 2m, depositing in places and spreading as directed by the Engineer in charge including all labour charges, lead, lift, T&Ps etc., complete.
Providing P.C.C. 1:4:8 using 40mm HBG metal for foundation and Basement as directed by the Engineer in charge including cost of all materials, labour charges, curing, T&P, lead, lift, etc., complete.
Providing RCC 1:1 1/2 :3 using 12mm to 20mm HBG metal for drain work as directed by the Engineer incharge at site including cost of all materials labour charges, curing, T&P, lead, lift, etc., complete.
Providing steel reinforcement of high strength deformed TMT Bars having characteristic strength of Fe500 N/mm² of ‘TATA’ or ‘SAIL’ make or equivalent for all RCC works including cutting, bending, binding, tying and placing in position as directed by the Engineer in charge including cost of steel, binding wire, lead, lift, etc., complete.
Refilling with excavated earth well-watered and consolidated in layers of not more than 150mm thick in foundation and basement as directed by the Engineer in charge including all labour charges, lead, lift, T&Ps, etc., complete.
ARAVIND ASSOCIATES
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