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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹62.0 LAccepted-Finance | ₹62.0 L | L1 | Accepted-Finance Accepted |
| 2 | L2₹69.8 LAccepted-Finance | ₹69.8 L | L2 | Accepted-Finance second bider kept in abeyance till the execution of agrement by the first bidder |
| 3 | L3₹70.2 LRejected-Finance | ₹70.2 L | L3 | Rejected-Finance L3 Rejected |
| Sl No | Description | Qty | Unit | LOVELY CONSTRUCTION L1 | Jomon joseph L2 | LALU PAUL L3 |
|---|---|---|---|---|---|---|
| 1.00Side protection | ||||||
| 1.00 | 60.2.3:Bailing out water using pump above 5 HP and Up to 10 HP-Bailing out water with engine and pump set above 5HP and up to 10HP, including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete | 64 | hour | 375 ₹24,000 | 200 ₹12,800 | 250 ₹16,000 |
| 1.00 | 60.7.3:DISMANTLING DR - Dismanling , clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m. | 70.69 | cum | 690 ₹48,774.72 | 1,000 ₹70,688 | 1,015 ₹71,748.32 |
| 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 | 342.9 | cum | 248 ₹85,039.20 | 300 ₹1.0 L | 320 ₹1.1 L |
| 1.00 | 60.7.2:DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site. | 342.9 | cum | 2,945 ₹10.1 L | 3,825 ₹13.1 L | 3,850 ₹13.2 L |
| 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 | 866.27 | cum | 3,915 ₹33.9 L | 4,600 ₹39.8 L | 4,600 ₹39.8 L |
| 1.01 | 60.7.8:DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site | 49.48 | cum | 1,600 ₹79,171.20 | 2,000 ₹98,964 | 2,000 ₹98,964 |
| 1.01 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 142.88 | sqm | 370 ₹52,863.75 | 300 ₹42,862.50 | 310 ₹44,291.25 |
| 1.01 | OD41081/2025-2026:Random rubble masonry with hard stone in foundation and plinth up to plinth level with:
Cement mortar 1:6 (1 cement : 6 coarse sand) | 75.72 | cum | 7,900 ₹6.0 L | 6,500 ₹4.9 L | 6,500 ₹4.9 L |
| 1.01 | 5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) | 49.05 | cum | 10,100 ₹5.0 L | 9,500 ₹4.7 L | 9,600 ₹4.7 L |
Tender Value
₹63.6 L
EMD Value
₹50,000
Closing Date
6 Mar 2026, 6:00 pmClosed
Executive Engineer
Minnor Irrigation Division Chengannur
GENERAL KP Plan 2025 Nentraveli KP Improving Agricultural facilities in Nentraveli padasekharam in Chennithala GP General Civil Work
2026_Irrig_834529_2
IRR/KP/TR/4418/2025_5_1_1/2
Open Tender
Civil Works - Others
540 days
Chennithala
Please refer Tender documents.
13 documents required · 13 mandatory
₹2,760
Yes
₹50,000
Yes
15 May 2026
26 Feb 2026
9 Mar 2026
26 Feb 2026
6 Mar 2026
26 Feb 2026
Side protection
60.2.3:Bailing out water using pump above 5 HP and Up to 10 HP-Bailing out water with engine and pump set above 5HP and up to 10HP, including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete
60.7.3:DISMANTLING DR - Dismanling , clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m.
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
60.7.2:DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site.
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
60.7.8:DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of 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
OD41081/2025-2026:Random rubble masonry with hard stone in foundation and plinth up to plinth level with: Cement mortar 1:6 (1 cement : 6 coarse sand)
5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources)
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
4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
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