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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.6 LAccepted-AOC KERALA KERALA | IDUKKI | KERALA | 685501 | L1 | Accepted-AOC L1 | |
| 2 | L2₹3.7 L+₹10,975.05 (3.08%)Rejected-AOC | L2 | Rejected-AOC L2 |
Tender Value
₹4.2 L
EMD Value
₹10,553
Closing Date
27 Jan 2026, 10:30 amClosed
Assistant Engineer
O/o Assistant Executive Engineer LSGD Sub Division Mathilakam P O Mathilakam Thrissur PIN 680 685
Side wall
2026_LSGD_828066_1
08/25-26
Open Tender
Civil Works - Others
Percentage
270 days
Mathilakam
7 documents required · 7 mandatory
₹935
Yes
₹10,553
Yes
25 Apr 2026
16 Jan 2026
28 Jan 2026
16 Jan 2026
27 Jan 2026
16 Jan 2026
POND RENOVATION
2.32:Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared.
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
50.2.3.1:Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete
OD117404/2025-2026: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
OD117407/2025-2026:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)
OD117612/2025-2026:PVC weep holes-Providing weep holes using 50mm dia 6kgf/cm2 PVC pipes including cost of materials,conveyance,labour charges,etc.complete
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.
50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations 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 as per direction of site Engineer-in-charge
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