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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹99.6 LAccepted-AOC NO 15 II CROSS THILAGAR NAGAR PUDUCHERRY 605 009 | PONDICHERRY | PUDUCHERRY | 605009 | ₹99.6 L | L1 | Accepted-AOC lowest tenderer |
| 2 | L2₹1.0 Cr+₹1.6 L (1.62%)Rejected-Finance NO 14 SMALL STREET MANAPET PO BAHOUR COMMUNE PUDUCHERRY 607 402 | CUDDALORE | TAMIL NADU | 607402 | ₹1.0 Cr+₹1.6 L (1.62%) | L2 | Rejected-Finance Not Lowest |
| 3 | L3₹1.1 Cr+₹5.6 L (5.66%)Rejected-Finance NO 16 SOUTH STREET SORIYANKUPPAM BAHOUR PUDUCHERRY 607 402 | PONDICHERRY | PUDUCHERRY | 607402 | ₹1.1 Cr+₹5.6 L (5.66%) | L3 | Rejected-Finance Not Lowest |
| 4 | L4₹1.1 Cr+₹7.7 L (7.70%)Rejected-Finance NO 14 PILLAIYAR KOIL STREET KURUMAMPET PUDUCHERRY 605 009 | PUDUCHERRY | PUDUCHERRY | PUDUCHERRY | 605009 | ₹1.1 Cr+₹7.7 L (7.70%) | L4 | Rejected-Finance Not Lowest |
| 5 | L5₹1.1 Cr+₹11.6 L (11.7%)Rejected-Finance NO 12 13 6TH CROSS STREET THIRU NAGAR MOOLAKULAM PUDUCHERRY 605 010 | PUDUCHERRY | PUDUCHERRY | PUDUCHERRY | 605010 | ₹1.1 Cr+₹11.6 L (11.7%) | L5 | Rejected-Finance Not Lowest |
Tender Value
₹1.1 Cr
EMD Value
₹2.2 L
Closing Date
24 Jul 2024, 4:00 pmClosed
The Executive Engineer, ID., PWD., Puducherry.
The Executive Engineer, Irrigation Division, PWD., No.3, Eveche Street, Puducherry.
Construction of PCC drain for Madha koil channel from Pallivasal to Seela Odai in Odiampet Revenue Village, Villianur Commune, Puducherry.
2024_PWDC2_16011_1
TN.3/PW/IRRN/2024-2025
Open Tender
Civil Works
Item Rate
180 days
Puducherry
Please Refer Tender Documents
3 documents required · 3 mandatory
₹1,050
₹2.2 L
6 Dec 2024
4 Jul 2024
25 Jul 2024
4 Jul 2024
24 Jul 2024
4 Jul 2024
Amount
Earth work in excavation by mechanical means (Hydraulic excavation) / manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including pumping out any type of water or liquid mud due to stagnation /flowing/seepage and also working in unhygienic and in or under foul/slush condition, in or under water and/or liquid mud including getting out and disposal of excavated earth, slush/mud all leads upto 50m and lifts upto 1.5m depth below or above ground level / Bed level etc., complete all as directed by the Engineer-in-charge. - All kinds of soil.
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50m and lift upto 1.5m
Extra for every additional lift of 1.5m or part there of in excavation / banking excavated or stacked materials - all kinds of soil
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work upto plith level - 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size)
Centring and shuttering including strutting , propping etc. and removal of form work for - foundations, footings, bases for columns
Centring and shuttering including strutting , propping etc. and removal of form work for - retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work upto plith level - 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size)
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work upto plith level - 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size)
12mm cement plaster of mix -1:4 ( 1 cement : 4 fine sand)
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)
Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead - Nominal concrete 1:4:8 or leaner mix (including equivalent design mix)
Demolishing R.C.C work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead
Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead - in cement mortar
Making of bund wall with HDPE cement bags filled with stone dust/quary rubbish for discharge regulation, breach closing/diversion arrangement. The rate includes head load the cost of empty HDPE bags, cost of stone dust, labour charges for filling the bags and placing in position of its purpose working in or under foul/slush condition ,in or under water and / or liquid mud, including pumping out water as required all as directed by the Engineer-in-charge.
Supplying and filling with quary dust in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth consolidating each deposited layers by ramming and watering etc. complete. The rate includes all lead and lift , pumping out any type of water or liquid mud due to stagnation /flowing / seepage and also working in or under foul/slush condition in or under water and / or liquid mud etc., complete all as directed by the Engineer-in-charge.
Providing, laying and jointing UPVC pipes(Finolex / jain / Supreme / Truebore / Nandi) (0.4 Mpa)conforming to IS specification 4985 and ISI marked including transportation to the site , lowering to the trenches, laying to proper grade and alignment, testing of joints with required testing equipment,including cost of solvent cement,excluding UPVC specials such as bends,tees, threaded pieces,couplers,reducer,endcaps etc.,complete all as per IS and CPWD specification. - 200mm dia.
Re-Assembling the UPVC pipe of 250mm dia by removing if form one location and fixing it at the continuous stretches for the discharge form the canal.
Close timbering over areas including strutting, shoring and packing cavities (wherever required ) etc. Complete (measurements to be taken of the face area timbered) . Depth not exceeding 1.5m. The rate includes pumping out any type of water or liquid mud due to stagnation /flowing / seepage and working in foul/slush condition in or under water and / or liquid mud, etc., complete all as directed by the Engineer-in-charge - using steel sheets with M.S frames.
Krishna kumar
Vetrivel Construction
GUNASEKARAN
S.R.NEELAMEGAM
S. SUDEESH
C Arounaguiry
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