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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.2 LAccepted-AOC ARADHANA KOLAM PANMANA P O KOLLAM | KOLLAM | KERALA | 689694 | L1 | Accepted-AOC L1 | |
| 2 | L2₹3.4 L+₹22,542.89 (7.00%)Rejected-AOC KOLLAM | KOLLAM | KERALA | 689694 | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | Ashokkumar.k L2 | P.T.JAYARAJ L1 |
|---|---|---|---|---|---|
| 1.00Appendix-A | |||||
| 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 | 15 | sqm | 19.46 ₹291.9 | 18.19 ₹272.85 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. | 8 | metre | 1,517.36 ₹12,138.88 | 1,418.09 ₹11,344.72 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 | 20.03 | cum | 275.66 ₹5,522.02 | 257.63 ₹5,160.84 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 | 18 | hour | 487.74 ₹8,779.32 | 455.83 ₹8,204.94 Lowest |
| 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 | 25.5 | cum | 4,273 ₹1,08,961.5 | 3,993.46 ₹1,01,833.23 Lowest |
| 1.01 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 41.12 | sqm | 413.19 ₹16,990.37 | 386.16 ₹15,878.9 Lowest |
| 1.01 | 4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | 9.56 | cum | 9,168.98 ₹87,673.79 | 8,569.14 ₹81,938.12 Lowest |
| 1.01 | 5.22.1:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelMild steel and Medium Tensile steel bars | 364.6 | kg | 119.35 ₹43,515.01 | 111.54 ₹40,667.48 Lowest |
| 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) | 3.96 | cum | 11,222.98 ₹44,443 | 10,488.77 ₹41,535.53 Lowest |
Tender Value
₹3.2 L
EMD Value
₹8,051
Closing Date
13 Feb 2026, 5:00 pmClosed
ASSISTANT EXECUTIVE ENGINEER
ASSISTANT EXECUTIVE ENGINEER,MINOR IRRIGATION SUB DIVISION KOTTARAKKARA
DEPOSIT Pavithreswaram Panchayath Providing irrigation facilities at Parasseri Palliyara thodu in Ward No 11 in Pavithreswaram Panchayath General Civil Work
2026_Irrig_832044_1
IRR/IA/TR/1858/2025_5_1_1/1
Open Tender
Civil Works - Others
Item Rate
180 days
Pavithreswaram Panchayath
Please refer Tender documents.
9 documents required · 9 mandatory
₹710
Yes
₹8,051
Yes
8 Jun 2026
30 Jan 2026
17 Feb 2026
30 Jan 2026
13 Feb 2026
30 Jan 2026
Appendix-A
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
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.
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
60.2.2: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
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
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)
5.22.1:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelMild steel and Medium Tensile steel bars
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)
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)
50.13.1:9 mm cement plastering of mix : 1:3 (1 cement : 3 fine sand ) including all cost of materials, labour charges etc complete
13.51.1:Painting with silicon & acrylic emulsion based water thinnable sealer of approved brand and manufacture on wet or patchy portion of plastered surfaces:One coat
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