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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.2 LAccepted-AOC | ₹2.2 L | L1 | Accepted-AOC Lowest |
| 2 | L2₹2.2 L+₹118 (0.05%)Rejected-Finance | ₹2.2 L+₹118 (0.05%) | L2 | Rejected-Finance Not Lowest |
| 3 | L3₹2.3 L+₹7,211 (3.22%)Rejected-Finance NO 14 KALIAMMAN KOIL STREET NERAVY POST KARAIKAL 609 604 | KARAIKAL | PUDUCHERRY | 609604 | ₹2.3 L+₹7,211 (3.22%) | L3 | Rejected-Finance Not Lowest |
Tender Value
₹2.4 L
EMD Value
₹4,713
Closing Date
6 Jul 2026, 4:00 pmClosed
Executive Engineer
the Executive Engineer, Irrigation and Public Health Division , PWD, Karaikal
Construction of retaining wall with single vent open for Karvayal kanni vadigal voikal in Melaiyur village in T.R.Pattinam commune
2026_PWDC3_22442_1
12-07/PW/IPH/2026-27
Open Tender
Civil Works
Percentage
60 days
Karaikal
Please refer Tender documents.
2 documents required · 2 mandatory
₹525
₹4,713
2 Sept 2026
26 Jun 2026
7 Jul 2026
26 Jun 2026
6 Jul 2026
26 Jun 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as per direction of Engineer-in-charge , within a lead of 50m - all kinds of soil | 11 | Cum | 272.13 | ₹2,993.43 |
| 2 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 3.5 in foundation and plinth in - cement mortar 1:6 (1 cement : 6 fine aggregate) | 6.5 | Cum | 8,763.85 | ₹56,965.03 |
| 3 | Brick work with common burnt clay F.P.S (non modular ) bricks of class designation 3.5 in superstructure above plinth level upto floor five level in all shapes and sizes in - cement mortar 1:6 ( 1 cement : 6 fine aggregate) | 9 | Cum | 10,395.71 | ₹93,561.39 |
| 4 | Cement concrete 1:4:8 mix with stone aggregate 40mm nominal size in foundation upto a depth of 1.5 metres below ground level and upto height of 1.5 above ground/bed level. | 2.5 | Cum | 6,461.61 | ₹16,154.03 |
| 5 | Plain cement concrete m-15 mix with stone aggregates 20mm nominal size mechanically mixed and vibrated in foundation upto a depth of 1.50 metres below ground level and/or 1.50 metres above ground/bed level. | 0.3 | Cum | 7,558.08 | ₹2,267.42 |
| 6 | 12mm cement plaster of mix -1:4 ( 1 cement : 4 fine aggregate) | 40 | Sqm | 333.88 | ₹13,355.2 |
| 7 | Finishing walls with acrylic smooth exterior paint of required shade - New work (two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre / 10 sqm | 40 | Sqm | 151.19 | ₹6,047.6 |
| 8 | Hire charges for engaging JCB machine towards clearing the jungles / bushes in the work site forming approach to work site trough Agriculture field around the work site and strengthening and forming the both banks of Karuvayal kanni vadigal voikal from offtake to infall point. the rate shall include the cost of hire charges for machinery, fuel charges, conveyance and labour charges etc., complete as directed by the Engineer-in-charge | 32 | Hrs | 1,384.28 | ₹44,296.96 |
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