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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹32.6 LAccepted-AOC NO 03 4TH CROSS STREET SOURI NAGAR DHARMAPURI PUDUCHERRY 605609 | 605609 | 1 | Accepted-AOC He is the lowest tender | |
| 2 | Rejected-Technical NO 5 55 MARIAMMAN KOIL STREET KUILAPALAYAM PERIYABABUSAMUTHIRAM POST PUDUCHERRY 605 102 | PONDICHERRY | PUDUCHERRY | 605102 | - | Rejected-Technical He is not the highst bidder | |
| 3 | Rejected-Technical NO 11 3RD MAIN ROAD GOKULAM NAGAR MADAGADIPET PUDUCHERRY 605107 | VILLUPURAM | TAMIL NADU | 605107 | - | Rejected-Technical He is not the lowest tender | |
| 4 | Rejected-Technical NO 16 S M V PURAM EAST VILLIANUR PUDUCHERRY 605110 | PONDICHERRY | PUDUCHERRY | 605110 | - | Rejected-Technical He is not the highst bidder | |
| 5 | Rejected-Technical NO 25 5TH CROSS KATTABOMMAN NAGAR MANAVELY ARIYANKUPPAM PUDUCHERRY 605 007 | PONDICHERRY | PUDUCHERRY | 605007 | - | Rejected-Technical He is not the highst bidder |
Tender Value
₹36.9 L
EMD Value
₹73,831
Closing Date
3 Sept 2024, 10:30 amClosed
The Commissioner
Villianur Commune panchayat office Villianur
Re-grading of cement concrete road and side drain to the cross streets of Perumalpuram in Villianur Constituency in VCP
2024_DLA_16326_1
20-8/VCP/Engg/JE(V)/24-25
Open Tender
Civil Works
Works
150 days
villianur
Please refer Tender documents.
3 documents required · 3 mandatory
₹525
₹73,831
24 Oct 2024
22 Aug 2024
3 Sept 2024
22 Aug 2024
3 Sept 2024
22 Aug 2024
Amount
code 2.8.1 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms , lift upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed , within a lead of 50m -All kinds of soil.
code no 4.1.3 Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering.- All work upto plinth level -1:2:4 (1 cement:2 coarse sand : 4 graded stone aggregate 20mm nominal size)
Code No. 4.1.5 Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering.- All work upto plinth level -1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20mm nominal size)
Code No. 4.1.10 Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering.- All work upto plinth level -1:5:10 (1 cement:5 coarse sand : 10 graded stone aggregate 40mm nominal size)
Code No. 4.3.1 Centring and shuttering including strutting, propping etc.and removal of form for:Foundations , footings, bases of columns ,
code No.5.12 Providing , hoisting and fixing upto floorfive level precast reinforced cementconcrete work in string courses, bands,copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but excluding cost of reinforcement , with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size)
Code no. 5.22.7 Steel reinforcement for R.C.C.work including straightening , cutting , bending , placing in position and binding all complete upto plinth level - Thermo -Mechanically treated bars (ISI BRAND OF APPROVED MAKE) Fe - 415 or more
Code No. 10.25.2 Steel work welded in built up sections framed work , including cutting,hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required - in gratings, frames, guard bar, ladder,railings, brackets,gates and similar works
code no.11.3.1 Cement concrete flooring 1:2:4 (1 cement :2coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc.complete. 40mm thick with 20mm nominal size stone aggregate
Code No. 13.16.1 6mm cement plaster of mix 1:3(1 cement : 3 fine sand)
code no. 30.7 Supply of Quary rubbish including stacking to department gauge for premeasurement and spreading required thickness as directed by the Engineer-in-charge
Code No 4.1a.2 Construction of granular sub-base by providing close graded material, mixing in a mechanical mix plant at OMC, carriage of mixed material to work site, spreading in uniform layer with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401of MoRTH specification, 4th Revision - by plant mix method for grading II material.
Code No 15.2.1 Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead - nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
Code No. 7.23A.Mo Providing and fixing premoulded bitumen joint filler, for expansion joints including the cost of sealing compound and priming coat - 12 mm wide
KRISHNAMURTHY
M. GUNASEKARAN
V POUGAJENDY
vishnuvarthan
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finance_16666.pdf
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