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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹21.6 LAccepted-AOC | ₹21.6 L | L1 | Accepted-AOC Single bidder |
| Sl No | Description | Qty | Unit | Nithesh C T L1 |
|---|---|---|---|---|
| 1.00 | Code No. 2.2.1:-Earth work in rough excavation , banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering,rolling each layer with 1/2 tonne roller or wooden or steel rammers,and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions , lead upto 50m and lift upto 1.5m - all kinds of soil | 147 | Cum | 200 ₹29,400 Lowest |
| 2.00 | Code No. 2.6.1:- 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 10sqm on plan) including getting out and disposal of
excavated earth, lead upto 50m and lift upto 1.5m - all kinds of soil | 60 | Cum | 200 ₹12,000 Lowest |
| 3.00 | Code No. 30.7:- Supply of Quarry rubbish including stacking to department gauge for premeasurement and spreading required thickness | 25 | Cum | 1,500 ₹37,500 Lowest |
| 4.00 | Code No. 7.1.1:- Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size ) upto plinth level with - cement mortar 1:6 (1 cement : 6 coarse sand) | 36 | Cum | 7,000 ₹2,52,000 Lowest |
| 5.00 | Code No. 7.2.1:- Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size ) at window sills, ceiling level and the like - cement mortar 1:6 (1 cement : 6 coarse sand) | 105 | Cum | 9,900 ₹10,39,500 Lowest |
| 6.00 | Code No. 7.100.1:- Laterite Stone Masonry for building work using neatly dressed Laterite Stone of size 30x20x20 cm in cement mortar 1:4 (1 cement : 4 Coarse sand ) for foundation and
basement | 20 | Cum | 11,000 ₹2,20,000 Lowest |
| 7.00 | Code No. 7.101:- Extra for laterite stone masonry superstructure above plinth level and upto floor five level | 20 | Cum | 2,000 ₹40,000 Lowest |
| 8.00 | Code No. 30.37:-Desilting the canal by removing silt, slush and debries from the bed of the drain removing the grass , buses etc., complete | 150 | Cum | 300 ₹45,000 Lowest |
| 9.00 | Code No. 13.4.1:- 12 mm cement plaster of mix 1:4 (1 cement :4 course sand) | 185 | Sqm | 450 ₹83,250 Lowest |
| 10.00 | Code No. 16.68:- Providing and laying 60mm thick factory made cement concrete interlocking paver block of M-30 grade made by block making machine with strong vibratory compaction and of approved size and design / shape laid in required colour and pattern over and including 50mm thick compacted bed of course sand , filling the joints with coarse sand etc. all complte | 75 | Sqm | 1,400 ₹1,05,000 Lowest |
Tender Value
₹21.5 L
EMD Value
₹42,906
Closing Date
21 Mar 2024, 9:00 amClosed
The Executive Engineer, PWD, Mahe
Public Works Department, Mahe. Near Sub Court, Mahe
Development of Valamari Pond at Mahe
2024_PWDC2_15655_1
134/EEM/23-24/68(23-24)
Open Tender
Civil Works
Item Rate
90 days
Work at Mahe
Please refer Tender documents.
7 documents required · 7 mandatory
₹525
₹42,906
16 Oct 2025
15 Mar 2024
21 Mar 2024
15 Mar 2024
21 Mar 2024
15 Mar 2024
Amount
Code No. 2.2.1:-Earth work in rough excavation , banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering,rolling each layer with 1/2 tonne roller or wooden or steel rammers,and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions , lead upto 50m and lift upto 1.5m - all kinds of soil
Code No. 2.6.1:- 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 10sqm on plan) including getting out and disposal of excavated earth, lead upto 50m and lift upto 1.5m - all kinds of soil
Code No. 30.7:- Supply of Quarry rubbish including stacking to department gauge for premeasurement and spreading required thickness
Code No. 7.1.1:- Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size ) upto plinth level with - cement mortar 1:6 (1 cement : 6 coarse sand)
Code No. 7.2.1:- Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size ) at window sills, ceiling level and the like - cement mortar 1:6 (1 cement : 6 coarse sand)
Code No. 7.100.1:- Laterite Stone Masonry for building work using neatly dressed Laterite Stone of size 30x20x20 cm in cement mortar 1:4 (1 cement : 4 Coarse sand ) for foundation and basement
Code No. 7.101:- Extra for laterite stone masonry superstructure above plinth level and upto floor five level
Code No. 30.37:-Desilting the canal by removing silt, slush and debries from the bed of the drain removing the grass , buses etc., complete
Code No. 13.4.1:- 12 mm cement plaster of mix 1:4 (1 cement :4 course sand)
Code No. 16.68:- Providing and laying 60mm thick factory made cement concrete interlocking paver block of M-30 grade made by block making machine with strong vibratory compaction and of approved size and design / shape laid in required colour and pattern over and including 50mm thick compacted bed of course sand , filling the joints with coarse sand etc. all complte
Code No. Non PSR:- Supplying and fixing Cast Iron Benches 1200m length as per approved Design weight not less than 22 kg per Leg and fitting Teak Wood Reapers of 40mm X 65mm for Seating including all cost of conveyance of material and Labour Painting Charges etc, complete.
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