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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹21.9 LAccepted-AOC | ₹21.9 L Quoted ₹24.2 L | L1 | Accepted-AOC Being L1 bidder |
| 2 | L2₹25.0 L+₹76,263.06 (3.15%)Rejected-AOC | ₹25.0 L+₹76,263.06 (3.15%) | L2 | Rejected-AOC Being L2 bidder |
| Sl No | Description | Qty | Unit | NARAYANEEYAM L1 | P PRAKASH L2 |
|---|---|---|---|---|---|
| 1.00DETAILED ESTIMATE | |||||
| 1.00 | 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | 20.13 | cum | 294.73 ₹5,932.91 Lowest | 304 ₹6,119.52 |
| 1.00 | 60.7.6:Supplying and stacking granite stone 20 to 45 dm3 for dumping works- Supplying at site of work granite stone 20 to 45 dm3 in size (60% 45m3,30%30 to 40dm3 and 10% 20 to 30dm3 stones) for measurement ( deducting not less than 15% for voids as fixed by the departmental officer at site) including all cost, conveyance, loading and unloading charges all other incidental charges all leads and lifts etc. complete as per the direction of the departmental officers at site. | 589.87 | cum | 2,634.15 ₹15,53,806.06 Lowest | 2,717.04 ₹16,02,700.38 |
| 1.00 | 60.7.7:Conveyance and dumping of departmental granite stones-Conveyance of departmental granite stone 20 to 45 dm3 in size from stack at site and dumping in position (60% 45m3,30%30 to 40dm3 and 10% 20 to 30dm3 stones) to lines and levels to from the core of the sea wall as per approved design including all leads and lifts etc. complete as per the direction of the departmental officers at site. | 589.87 | cum | 869.53 ₹5,12,909.66 Lowest | 896.89 ₹5,29,048.5 |
| 1.00 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 12.4 | sqm | 441.77 ₹5,477.95 Lowest | 455.67 ₹5,650.31 |
| 1.00 | 60.7.1:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site | 64.05 | cum | 4,568.52 ₹2,92,613.71 Lowest | 4,712.28 ₹3,01,821.53 |
| 1.01 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more | 97.6 | kilogram | 128.62 ₹12,553.31 Lowest | 132.67 ₹12,948.59 |
| 1.01 | 4.1.2:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3
graded stone aggregate 20 mm nominal size derived from natural sources) | 3.05 | cum | 11,166.38 ₹34,057.46 Lowest | 11,517.77 ₹35,129.2 |
| 1.01 | 2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. | 17.11 | cum | 364.33 ₹6,234.05 Lowest | 375.79 ₹6,430.14 |
Tender Value
₹21.2 L
EMD Value
₹50,000
Closing Date
12 Jan 2026, 3:00 pmClosed
Executive Engineer
Executive Engineer Irrigation Division Office Kollam
GENERAL Nenmeni South ward Rectification of the Left bank of Puthanar part of Kallada river in Nenmeni South ward Manakadavu bhagham in Munrothuruthu Panchyath General Civil Work
2026_Irrig_825371_1
IRR/IA/TR/1738/2023_5_1_1/RC 1/1
Open Tender
Civil Works - Others
Item Rate
180 days
Nenmeni
Please refer tender documents
7 documents required · 7 mandatory
₹2,760
₹50,000
Yes
4 Aug 2026
3 Jan 2026
13 Jan 2026
3 Jan 2026
12 Jan 2026
3 Jan 2026
3 Jan 2026 - 12 Jan 2026
Amount
DETAILED ESTIMATE
2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil
60.7.6:Supplying and stacking granite stone 20 to 45 dm3 for dumping works- Supplying at site of work granite stone 20 to 45 dm3 in size (60% 45m3,30%30 to 40dm3 and 10% 20 to 30dm3 stones) for measurement ( deducting not less than 15% for voids as fixed by the departmental officer at site) including all cost, conveyance, loading and unloading charges all other incidental charges all leads and lifts etc. complete as per the direction of the departmental officers at site.
60.7.7:Conveyance and dumping of departmental granite stones-Conveyance of departmental granite stone 20 to 45 dm3 in size from stack at site and dumping in position (60% 45m3,30%30 to 40dm3 and 10% 20 to 30dm3 stones) to lines and levels to from the core of the sea wall as per approved design including all leads and lifts etc. complete as per the direction of the departmental officers at site.
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
60.7.1:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site
5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
4.1.2:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.
P PRAKASH (BID ID -2456298)
Bidder Name
NARAYANEEYAM
P PRAKASH
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