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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹59.6 LAccepted-AOC NO 22 8TH CROSS STREET ANGALAMMAN NAGAR MUTHIALPET PUDUCHERRY 605 003 | PONDICHERRY | PUDUCHERRY | 605003 | 1 | Accepted-AOC He is the lowest tender | |
| 2 | Rejected-Technical NO 44 MARIAMMAN KOIL STREET ARUMPARTHAPURAM PONDICHERRY 605 110 | PONDICHERRY | PUDUCHERRY | 605110 | - | Rejected-Technical He is not the lowest one | |
| 3 | Rejected-Technical NO 16 K P S NAGAR SOKKANATHANPET PUDUCHERRY 605 009 | PONDICHERRY | PUDUCHERRY | 605009 | - | Rejected-Technical He is not the lowest one | |
| 4 | Rejected-Technical NO 11 3RD MAIN ROAD GOKULAM NAGAR MADAGADIPET PUDUCHERRY 605107 | VILLUPURAM | TAMIL NADU | 605107 | - | Rejected-Technical He is not the lowest one | |
| 5 | Rejected-Technical NO 16 S M V PURAM EAST VILLIANUR PUDUCHERRY 605110 | PONDICHERRY | PUDUCHERRY | 605110 | - | Rejected-Technical He is not the lowest one |
Tender Value
₹65.1 L
EMD Value
₹1.3 L
Closing Date
15 Feb 2023, 10:30 amClosed
The Commissioner, VCP,
Villianur Commune Panchayat Office, Villianur, Puducherry
Providing cement concrete road and drainage facilities to Padmini Nagar in Villianur (Phase-I)
2023_DLA_11787_1
20-41/VCP/Engg/JE(V)/eten9
Open Tender
Civil Works
Works
150 days
Villianur
Please refer Tender documents.
3 documents required · 3 mandatory
₹1,050
₹1.3 L
14 Jul 2023
31 Jan 2023
15 Feb 2023
31 Jan 2023
15 Feb 2023
31 Jan 2023
Amount
Code No. 2.28.1 Surface dressing of the ground including removing vegetation and in - equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50m and lift upto 1.5m -all kinds of soil
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 2.27D.1 Supplying and filling with gravel (excluding rock) in layers not exceeding 20cm in depth , breaking clods, watering ,rolling each layer with 1/2 tonne roller ,or wooden or steel rammers , including all leads and lift etc., complete for making play fields , running trees and court yards
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. 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. 13.16.1 6mm cement plaster of mix 1:3(1 cement : 3 fine sand)
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
Code No 4.1a.1 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 I material.
world Construction
DATCHANAMOURTHY
M. GUNASEKARAN
V POUGAJENDY
J RAJENDIRAN
stage.html
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tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_12105.pdf
boq_comp_chart.xlsx
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details.html
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