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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 CrAccepted-AOC NO 31 MARIAMMAN KOIL STREET IYANKUTTIPALAYAM PUDUCHERRY 605 009 | PONDICHERRY | PUDUCHERRY | 605009 | ₹1.1 Cr | L1 | Accepted-AOC 1st lowest tenderer |
| 2 | L2₹1.1 Cr+₹78,220 (0.69%)Rejected-Finance NO 28 NEW STREET BHARATHIPURAM PUDUCHERRY 605 001 | PONDICHERRY | PUDUCHERRY | 605001 | ₹1.1 Cr+₹78,220 (0.69%) | L2 | Rejected-Finance II lowest tenderer |
| 3 | L3₹1.2 Cr+₹3.1 L (2.78%)Rejected-Finance NO 59 WEST STREET BAHOUR PUDUCHERRY 607402 | CUDDALORE | TAMIL NADU | 607402 | ₹1.2 Cr+₹3.1 L (2.78%) | L3 | Rejected-Finance III lowest tenderer |
| 4 | L4₹1.2 Cr+₹3.2 L (2.88%)Rejected-Finance NO 333 VILLIANUR ROAD KOMBAKKAM PUDUCHERRY 605 110 | PUDUCHERRY | PUDUCHERRY | PUDUCHERRY | 605110 | ₹1.2 Cr+₹3.2 L (2.88%) | L4 | Rejected-Finance IV lowest tenderer |
Tender Value
₹1.2 Cr
EMD Value
₹2.4 L
Closing Date
7 Feb 2024, 4:30 pmClosed
Executive Engineer
Office of the Executive Engineer, BRS, PWD, Puducherry
Constructionof U drain at RC 18 road from Karikalampakkam junction upto the Irrigation channel near Saraswathi Kalyana Mandapam in Karikalampakkam village, Nettapakkam Commune, Puducherry.
2024_PWDC1_14893_1
No.69/PW/BRS/23-24
Open Tender
Civil Works - Others
Item Rate
180 days
Netapakkam
Please refer Tender documents.
3 documents required · 3 mandatory
₹1,050
₹2.4 L
29 Feb 2024
25 Jan 2024
8 Feb 2024
25 Jan 2024
7 Feb 2024
25 Jan 2024
Amount
Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 1000 metres, stacking serviceable and unserviceable materials separately - by mechanical means - bituminous courses
Earthwork in excavation of foundation of structure as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remainging earth locally for road work - by mechanical means - depth upto 3m (Ordinary soil)
Supply of Quarry rubbish including stacking to department gauge for premeasurement and spreading required thickness
Cement concrete 1:4:8 mix with stone aggregate 40mm nominal size in foundation upto a depth of 1.5 metres below ground level and upto height of 1.5 above ground/bed level.
Centring and shuttering including strutting , propping etc. and removal of form work for - foundations, footings, bases for columns
Cement concrete 1:3:6 mix with stone aggregates 20mm nominal size mechanically mixed and vibrated in foundation upto a depth of 1.5 metres below ground level and 1.5 metres ground/bed level.
Reinforced cement concrete m-20 mix with stone aggregate 20mm nominal size mechanically mixed and vibrated for bed plates exlcuding steel reinforcement, but including centering and shuttering, laid in position.
Plain cement concrete m-15 mix with stone aggregates 20mm nominal size mechanically mixed and vibrated in foundation upto a depth of 1.50 metres below ground level and/or 1.50 metres above ground/bed level
Neat cement punning
12mm cement plaster finished with a floating coat of neat cement of mix - 1:4 (1 cement :4 fine sand)
Steel reinforcement for R.C.C. works including bending, binding and placing in position - Thermo Mechanical Treated Bars (ISI brand approved make) Fe - 415 or more
Desilting the canal by removing silt, slush and debries from the bed of the drain removing the grass , buses etc., complete in uhygenic and foul condition including disposal of the same within an average lead of 1KM without polluting the environment by mechanical means
Removing and refixing the existing RCC precast cover slab of thickness varying from 100mm ti 230mm on top of 'U' drain including laying in position to the required level and alignment etc., complete as directed by the Engineer in charge. The rate is inclusive of all taxes.
Providing, hoisting and fixing upto plinth level for precast reinforced cement concrete slabs for drain cover slab of length varying upto 1.50m of various thickness including the cost of required centering, shuttering and finishing smooth with 6mm thick cement plaster 1:3 (1 cement 3 fine sand) on all faces except bottom of slab but excluding cost of reinforcement with 1:1.5:3 (1 cement 1.5 coarse sand 3 graded stone aggregate 20mm nominal size)
A BASKAR
C KOTHANDARAMAN
M MUTHU
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tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
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