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Tender ID
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹23.1 LAccepted-AOC NO 29 CHOLAN STREET WEST VENGATESWARA NAGAR SARAM PUDUCHERRY 605 013 | PONDICHERRY | PUDUCHERRY | 605013 | L1 | Accepted-AOC Work order | |
| 2 | L2₹24.5 L+₹1.4 L (6.06%)Rejected-Finance F5 SURIYAN ELITE RESIDENCY GANGAI AMMAN KOIL STREET KARUVADIKUPPAM PUDUCHERRY 605 008 | PONDICHERRY | PUDUCHERRY | 605008 | L2 | Rejected-Finance L2 |
Tender Value
₹26.4 L
EMD Value
₹52,703
Closing Date
19 Jan 2026, 4:00 pmClosed
The Executive Engineer, BRC, PWD., Puducherry
OfficeoftheExecutiveEngineer,BRC,PWD.,Puducherry.
Improvements to Chinnayapuram Road from M.G.Road to Raju Gramani Thottam, Raj Bhavan Constituency, Puducherry
2026_PWDC1_21209_1
122/PW/BRC/25-26
Open Tender
Civil Works - Roads
Percentage
60 days
Puducherry
Please refer the tender documents
3 documents required · 3 mandatory
₹525
₹52,703
12 Feb 2026
10 Jan 2026
20 Jan 2026
10 Jan 2026
19 Jan 2026
10 Jan 2026
Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer-in-charge. - Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
Providing and laying in position ready mixed or site batched design mix cement concrete work: using coarse aggregate and fine aggregate,Portand Pozzolana / Ordinary Portland / Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelarate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of Engineer-in-charge.- all works upto plinth level - Concrete of M30 grade with minimum cement content of 350 kg / cum.
Steel reinforcement for R.C.C. works including bending, binding and placing in position - Thermo Mechanical Treated Bars Fe - 415 or more
Centering and shuttering including strutting , propping etc and removal of form for - foundations, footings, bases of columns etc for mass concrete
Providing and laying 60mm thick factory made cement concrete interlocking paver block of M-30 grade made by block making machine with strong vibratory compaction of approved size & design / shape laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand , filling the joints with fine aggregate etc. all complete as per the direction of Engineer-in-charge
Raising of various types of manholes and flushing tank by cutting alround the manhole cover, removing the frame and cover from the manhole by cutting the B.T., W.B.M., surface, raising the manhole to the required height with brick work in cement motar 1:4 (One cement and four sand), refixing the frame in position by laying cement concrete 1:1.5:3 (One cement one and half sand and three 20mm HBG metal) including curing, but excluding the cost of reinforcement, finishing the top, inside and outside plastering with 20mm thick in cement mortar 1:3(one cement three sand), the rate includes all materials, providing barricading,caution board, watch and ward etc.,complete till the completion of work with minimum hindrance to the traffic.- 30cm height.
Supply of Quarry rubbish including stacking to department gauge for premeasurement and spreading required thickness
Disposal of unserviceable materials like debris, scarified road material,building material etc from the site within an average lead upto10km. The rate including incidental charges and loading charges on the PWD yard/ road side, low lying area etc., as directed by the Engineer-in-charge. (The disposal point should be identified by the contractor itself)
Finishing the top surface of the concrete smooth with power trowelling including floor hardener at the rate of 4kg/sqm and roughening the surface with the steel wire brush in straight direction perpendicular to the road as directed by the Engineer-in-charge. The rate is inclusive of all machineries labour and all taxes etc complete.
Cutting shrinkage joints 4mmx15mm at center of road and transverse joints between 2 to 3m c/c as directed by the Engineer-in-charge. The rate is inclusive of all machineries labour and all taxes etc complete.
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