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Tender Value
₹1.8 L
EMD Value
₹4,448
Closing Date
26 Sept 2026, 6:00 pmClosed
Assistant Executive Engineer
Assistant Executive Engineer, MI subdivision Parappanangadi
GENERAL- AM-KOLAPPURAM-Annual Maintenance Of LI Scheme Kolappuram for the Year 2026-27-General Civil Work
2026_Irrig_871493_1
IRR/IA/TR/4136/2026_5_1_1/1
Open Tender
Civil Works - Canal
Item Rate
150 days
KOORIYAD
Please refer Tender documents.
11 documents required · 11 mandatory
₹555
Yes
₹4,448
19 Sept 2026
19 Sept 2026
28 Sept 2026
19 Sept 2026
26 Sept 2026
19 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Annual Maintenance of LIS Kolappuram in Vengara LAC in Malappuram District for the Year 2025-26 | |||||
| 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 | 4,427.4 | 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 | 132.49 | cum | - | - |
| 1.003 | 10.26.3:Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approves steel primer.G.I. pipes | 295.37 | kg | - | - |
| 1.004 | 4.1.6: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 40 mm nominal size derived from natural sources) | 0.51 | cum | - | - |
| 1.005 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 5.2 | sqm | - | - |
| 1.006 | 14.1.1:Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground within 50 meters lead:With cement mortar 1:4 ( 1 cement : fine sand) | 2.52 | sqm | - | - |
| 1.007 | 9.118.2:Providing and fixing to existing door frames30 mm thick factory made Polyvinyl Chloride (PVC) door shutter made of styles and rails of a uPVC hollow section of size 60x30 mm and wall thickness 2 mm (± 0.2 mm), with inbuilt decorative moulding edging on one side. The styles and rails mitred and joint at the corners by means of M.S. galvanised/plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 25x20 mm and 1 mm (± 0.1 mm) wall thickness. The lock rail made up of 'H' section, a uPVC hollow section of size 100x30 mm and 2 mm (± 0.2 mm) wall thickness fixed to the shutter styles by means of plastic/galvanised M.S. 'U' cleats. The shutter frame filled with a uPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm (± 0.1 mm) wall thickness. The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer's specification and direction of Engineer-in-charge. | 1.6 | sqm | - | - |
| 1.008 | 9.107.2:Providing and fixing PTMT Butt hinges with necessary screws etc. complete.100x75x10 mm fitted with 5.5 mm dia MS Bright Bar Rod weighing not less than 53 gms | 3 | no | - | - |
| 1.009 | 9.108.1:Providing and fixing PTMT Tower Bolts with 12 mm one piece rod inside and necessary screws etc., complete.152x42x18 mm weighing not less than 60 gms | 2 | no | - | - |
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