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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.6 LAccepted-Finance | L1 | Accepted-Finance L1 Tender Consider for evaluation | |
| 2 | L2₹17.0 L+₹44,821 (2.71%)Accepted-Finance | L2 | Accepted-Finance L2 Tender not Consider for evaluation | |
| 3 | L3₹17.9 L+₹1.3 L (7.94%)Accepted-Finance ERIKKADU THERMAL POST METTUR DAM 636 406 | METTUR DAM | SALEM | TAMIL NADU | 636406 | L3 | Accepted-Finance L3 Tender not Consider for evaluation |
Tender Value
₹21.9 L
EMD Value
₹21,900
Closing Date
3 Jun 2020, 2:00 pmClosed
SE/Civil/MTPS-II
SE/Civil/MTPS-II
Providing the RCC drain with cover slab in front of office control room at K.R.Thoppur 400KV SS.
2020_EB_164298_1
SE/Civil/MTPS-II/OT-26/2020-21
Open Tender
Civil Works - Others
Works
120 days
MTPS-II/Mettur Dam
Tender Spec
2 documents required · 2 mandatory
₹0
₹21,900
Yes
6 Jun 2020
20 May 2020
4 Jun 2020
20 May 2020
3 Jun 2020
20 May 2020
Amount
Dismantling and clearing away for 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, 1km lead, 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.
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 1:1/2:3 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 equivalentfor 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
NVS and Co
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