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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹25.3 LAccepted-AOC PLAMPARAMPIL HOUSE MAROOR P O ENADIMANGALAM PATHANAMTHITTA | PATHANAMTHITTA | KERALA | 685533 | L1 | Accepted-AOC L1 | |
| 2 | L2₹28.9 L+₹3.6 L (14.2%)Rejected-AOC HIMAHIRANS POCHAKONAM EZHUKONE PO KOLLAM | L2 | Rejected-AOC L2 | |
| 3 | L3₹32.0 L+₹6.7 L (26.5%)Rejected-AOC | L3 | Rejected-AOC L3 |
| Sl No | Description | Qty | Unit | Hiran mohan L2 | SUNDARLAL KOCHUKRISHNA L3 | RAJU THOMAS L1 |
|---|---|---|---|---|---|---|
| 1.00Side protection | ||||||
| 1.00 | 2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared | 149 | sqm | 17.23 ₹2,567.27 | 40 ₹5,960 | 15.08 ₹2,246.92 Lowest |
| 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 | 598.98 | cum | 243.98 ₹1,46,139.14 | 320 ₹1,91,673.6 | 213.58 ₹1,27,930.15 Lowest |
| 1.00 | 60.2.2:Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete | 56 | hour | 431.67 ₹24,173.52 | 240 ₹13,440 Lowest | 377.88 ₹21,161.28 |
| 1.00 | 60.2.7:BAILING OUT WATER BY ENGAGING COOLIE - Bailing out water by engaging coolie where ever necessary where pumping with engine and pump set not possible | 5 | Day | 1,024.82 ₹5,124.1 | 1,300 ₹6,500 | 897.13 ₹4,485.65 Lowest |
| 1.00 | 60.1.2:RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 1.0m bottom width 2.0m height 2.0 m side and filling in between with earth to form ring bund and maintaining the same leak proof till the completion of the work and clearing the site by dismantling the bund after completion of the work.etc.complete. | 16 | metre | 1,342.93 ₹21,486.88 | 1,500 ₹24,000 | 1,175.6 ₹18,809.6 Lowest |
| 1.01 | 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 | 577.19 | cum | 3,781.81 ₹21,82,819.13 | 4,384 ₹25,30,396.58 | 3,310.58 ₹19,10,830.36 Lowest |
| 1.01 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 89.4 | sqm | 365.69 ₹32,692.69 | 300 ₹26,820 Lowest | 320.13 ₹28,619.62 |
| 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) | 32.97 | cum | 9,932.87 ₹3,27,446.99 | 8,200 ₹2,70,321.2 Lowest | 8,695.19 ₹2,86,645.63 |
| 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 | 1,371.72 | kilogram | 106.47 ₹1,46,047.03 | 95 ₹1,30,313.4 | 93.2 ₹1,27,844.3 Lowest |
Tender Value
₹30.5 L
EMD Value
₹50,000
Closing Date
17 Jun 2026, 5:00 pmClosed
Executive Engineer
MI Division Kollam
GENERAL MI Class II Improving Irrigation facilities Nedumankavu thodu in Veliyam Panchayath General Civil Work
2026_Irrig_854123_1
IRR/IA/TR/1057/2026_5_1_1/1
Open Tender
Civil Works - Others
Item Rate
270 days
VELIYAM
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹50,000
Yes
7 Aug 2026
4 Jun 2026
20 Jun 2026
4 Jun 2026
17 Jun 2026
4 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Side protection | |||||
| 1.001 | 2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared | - | sqm | - | - |
| 1.002 | 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 | - | cum | - | - |
| 1.003 | 60.2.2:Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete | - | hour | - | - |
| 1.004 | 60.2.7:BAILING OUT WATER BY ENGAGING COOLIE - Bailing out water by engaging coolie where ever necessary where pumping with engine and pump set not possible | - | Day | - | - |
| 1.005 | 60.1.2:RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 1.0m bottom width 2.0m height 2.0 m side and filling in between with earth to form ring bund and maintaining the same leak proof till the completion of the work and clearing the site by dismantling the bund after completion of the work.etc.complete. | - | metre | - | - |
| 1.006 | 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 | 0.6 | cum | - | - |
| 1.007 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | - | sqm | - | - |
| 1.008 | 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) | - | cum | - | - |
| 1.009 | 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 | - | kilogram | - | - |
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