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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹39.6 LAccepted-AOC NO 05 THOLKAPPIAR STREET ASHOK NAGAR LAWSPET PUDUCHERRY 605 008 | PONDICHERRY | PUDUCHERRY | 605008 | L1 | Accepted-AOC lowest tenderer | |
| 2 | L2₹39.9 L+₹34,690 (0.88%)Rejected-Finance NO 14 VINAYAGAR KOIL STREET KURUMBAPET PUDUCHERRY 605 009 | PUDUCHERRY | PUDUCHERRY | PUDUCHERRY | 605009 | L2 | Rejected-Finance Not Lowest | |
| 3 | L3₹40.5 L+₹90,450 (2.29%)Rejected-Finance NO 1 LYYANARKOIL ROAD SENGUNTHAR STREET MADUKARAI POST PUDUCHERRY 605 105 | VILLUPURAM | TAMIL NADU | 605105 | L3 | Rejected-Finance Not Lowest | |
| 4 | L4₹41.9 L+₹2.4 L (5.96%)Rejected-Finance NO 52 KOIL MANYAM STREET DHARMAPURI PUDUCHERRY 605 009 | PUDUCHERRY | PUDUCHERRY | PUDUCHERRY | 605009 | L4 | Rejected-Finance Not Lowest | |
| 5 | L5₹42.5 L+₹2.9 L (7.38%)Rejected-Finance | L5 | Rejected-Finance Not Lowest |
Tender Value
₹42.7 L
EMD Value
₹85,470
Closing Date
9 Sept 2024, 4:00 pmClosed
The Executive Engineer, ID., PWD., Puducherry.
The Executive Engineer, Irrigation Division, PWD., No.3, Eveche Street, Puducherry.
Construction of protection wall to the Left Bank of P.S. Palayam from Mathina Nagar Culvert to near Periyandavar Koil K.T. Kuppam Village in Mannadipet Commune, Puducherry.
2024_PWDC2_16410_1
TN.30/PW/IRRN/2024-2025
Open Tender
Civil Works
Item Rate
180 days
Puducherry
Please Refer Tender Documents
3 documents required · 3 mandatory
₹525
₹85,470
6 Dec 2024
29 Aug 2024
10 Sept 2024
29 Aug 2024
9 Sept 2024
29 Aug 2024
Amount
Earthwork 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
Supply of Quarry rubbish including stacking to department gauge for premeasurement and spreading required thickness
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)
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 - 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size)
Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns,piers, abutments, pillars, posts,struts, buttresses, string or lacing courses, parapets, coping,bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc. upto floor five level, excluding the cost of centering ,shuttering and finishing - 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size)
12mm cement plaster finished with a floating coat of neat cement of mix - 1:3 (1 cement :3 fine sand)
Providing and fixing 110 mm dia PVC pipes (4kg / cm2) in weep holes including cement concrete 1:5:10 (one cement : 5 sand : 10 graded stone aggregate ) and filling of pebbles etc.,
Demarcation of field boundaries to the supply channels and planting survey stone wherever necessary. The rate to include all cost for surveyor , Chainman, earthwork excavation conveyance of stones to the workspot and labour for erection etc., complete (The rate excluded the cost of survey stone)
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
Earth work in rough excavation over area not exceeding 30 cm thick and dressing up in embankaement by using machinery for roads , flood banks , marginal banks and guide banks on filling up ground depression within a initial lead of 50 m and lift upto 6m in all kinds of soil
AS BUILDERS
R Palanidoss
S. SUDEESH
S R V Construction
S Anandhan
S Vengatesaperumal
Vetrivel Construction
P Baskaran
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