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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹13.3 LAccepted-AOC | 1 | Accepted-AOC L1 | |
| 2 | 2₹14.6 L+₹59,677.41 (4.27%)Rejected-AOC | 2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | NIZAR P L1 | P ABDUL AZEEZ L2 |
|---|---|---|---|---|---|
| 1.00Appendix - A Maintenance | |||||
| 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 | 22,571.32 | sqm | 18.37 ₹4,14,635.07 Lowest | 19.3 ₹4,35,626.4 |
| 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 | 1,889.3 | cum | 260 ₹4,91,218 Lowest | 280 ₹5,29,004 |
| 1.00 | 15.9.2:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar | 19.5 | cum | 2,568 ₹50,076 Lowest | 2,568 ₹50,076 Lowest |
| 1.00 | 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 | 4.86 | cum | 1,733 ₹8,422.38 Lowest | 1,733 ₹8,422.38 Lowest |
| 1.00 | 60.7.9:RR with Departmental. Stone - Random rubble masonry using departmental rubble in foundation and plinth including through and bond stone and levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with Cement mortar 1:6 (1 cement : 6 coarse sand). | 30.93 | cum | 6,238 ₹1,92,941.34 Lowest | 6,238 ₹1,92,941.34 Lowest |
| 1.01 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 105.8 | sqm | 373 ₹39,463.4 Lowest | 373 ₹39,463.4 Lowest |
| 1.01 | 18.42.3:Boring with 100 mm diameter casing pipe for hand pump/ tube well in all soils except ordinary hard rocks requiring blasting, including removing the casing pipe after the hand pump/tube well is lowered and tested:Beyond 12 m and upto 18 m depth | 15 | metre | 1,073 ₹16,095 Lowest | 1,073 ₹16,095 Lowest |
| 1.01 | 18.48:Providing and placing on terrace (at all floor levels) polyethylene water storage tank :ISI 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. | 500 | Litre | 12.28 ₹6,140 Lowest | 12.28 ₹6,140 Lowest |
| 1.01 | OD31781/2025-2026:Supplying and fixing 1 hp centrifugal pump has 1.25x1 inch inlet/outlet,2880 RPM,220v,50Hz,90-100 feet head and necessory fittings etc | 1 | each | 8,943 ₹8,943 Lowest | 8,943 ₹8,943 Lowest |
Tender Value
₹12.7 L
EMD Value
₹31,779
Closing Date
3 Feb 2026, 5:00 pmClosed
Assistant Executive Engineer
Assistant Executive Engineer,MI sub division, Parappanangadi
GENERAL-Annual Maintenance of LI Schemes 2025-26-Annual Maintenance of Chekuthankund LIS for the year 2025-26 in Triprangod Grama panchayath, Thavanur LAC, Malappuram District-General Civil Work
2026_Irrig_830260_1
IRR/IA/TR/3533/2025_5_3_2/1
Open Tender
Civil Works - Canal
Item Rate
240 days
Chekuthankund
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
Yes
₹31,779
18 Mar 2026
23 Jan 2026
5 Feb 2026
23 Jan 2026
3 Feb 2026
23 Jan 2026
Appendix - A Maintenance
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
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
15.9.2:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar
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
60.7.9:RR with Departmental. Stone - Random rubble masonry using departmental rubble in foundation and plinth including through and bond stone and levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with Cement mortar 1:6 (1 cement : 6 coarse sand).
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
18.42.3:Boring with 100 mm diameter casing pipe for hand pump/ tube well in all soils except ordinary hard rocks requiring blasting, including removing the casing pipe after the hand pump/tube well is lowered and tested:Beyond 12 m and upto 18 m depth
18.48:Providing and placing on terrace (at all floor levels) polyethylene water storage tank :ISI 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.
OD31781/2025-2026:Supplying and fixing 1 hp centrifugal pump has 1.25x1 inch inlet/outlet,2880 RPM,220v,50Hz,90-100 feet head and necessory fittings etc
50.18.7.3.2:Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 25 mm dia 10Kgf/ cm2- Internal work- Exposed on wall
50.18.9.13.2:Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 25 mm dia 10 Kgf/cm2- External work - Exposed on wall
50.18.9.4.1:Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.32 mm dia 10.Kgf/cm2
50.18.9.14.1:Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 32 mm dia 10 Kgf/cm2 - External work- Exposed on wall
50.17.1.4:Supplying and fixing CP Health faucet good quality including cost of materials and labour charges etc. complete as per the direction of site engineer-in-charge.
OD31807/2025-2026:Supplying and fitting 15mm C.P. long body tap including all costs, conveyance of materials, labour, charges etc.complete
OD31808/2025-2026:Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement-32 mm dia ball valve
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)
OD32608/2025-2026:Supplying and providing Thambagam wood shutter planks 5cm thick including cost of materials and labour charges etc complete
OD32860/2025-2026:Engaging man mazdoor for lifting and placing pipes as per the direction of the departmental officers at site
18.30.7:Providing flanged joints to double flanged C.I./ D.I pipes and specials, including testing of joints:300 mm diameter pipe
OD39698/2025-2026:Engaging additional labour for errecting and lifting and placing pipes as per the direction of the departmental officers at site
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