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Tender Value
₹5.9 L
Closing Date
15 Jul 2026, 5:00 pm
Asst Executive Engineer Agri Kottayam
Office of Assist Executive Engineer Agri Kottayam, Vaiskarakunnu, 686001
Kottayam Jilla Panchayath 2026- 27 - Project No. 227/2027-Uzhavoor DivisionVeliyannoor Grama Panchayat- Construction of vachal/Kayyani at Veliyannoor Padasekharam
2026_AGRI_858546_1
AE(3)294/2026
Open Tender
Civil Works - Others
300 days
Veliyannoor Padasekharam Kottayam
Please refer Tender documents.
7 documents required · 7 mandatory
₹0
Exempted
2 Jul 2026
2 Jul 2026
17 Jul 2026
2 Jul 2026
15 Jul 2026
2 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Vachal/Kayyani | |||||
| 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 | 1 | sqm | - | - |
| 1.002 | OD543/2026-2027:Modified Data 60.1.1
RING BUND Type - 1 Putting up ring bund as per approved shape 2.5 m bottom width, 1m top width using empty gunny / polythene bags filled with earth placed in two raws at 0.6m apart and filled in between with puddle clay to form bund for an average height 2.00 m including labour dismantling the bund after completion of the work etc complete. | - | metre | - | - |
| 1.003 | OD544/2026-2027:Modified Data 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 | - | hour | - | - |
| 1.004 | 2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | - | cum | - | - |
| 1.005 | 4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | - | cum | - | - |
| 1.006 | 5.1.3: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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | - | cum | - | - |
| 1.007 | 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 | - | - |
| 1.008 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | - | sqm | - | - |
| 1.009 | OD545/2026-2027:Modified 2.25-Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. | - | cum | - | - |
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