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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical KADAKAMPALLI HOUSE PERINGALA MULAKUZHA CHENGANNUR ALAPPUZHA DISTRICT 689505 | ALAPPUZHA | KERALA | 689505 | Admitted-Fee/PreQual/Technical |
| 2 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
| 3 | Admitted-Fee/PreQual/Technical KOLLAM KOLLAM KERALA | Admitted-Fee/PreQual/Technical |
Tender Value
₹43.6 L
EMD Value
₹50,000
Closing Date
15 Sept 2026, 12:00 pmClosed
DEPUTY VICE PRESIDENT
HLL Lifecare Limited, HLL Bhavan, No26/4, Tambaram-Velachery Main Road, Pallikaranai, Chennai 600 100, Tamilnadu
Construction of New Building for JAK Chembakappara, Idukki District
2026_HCDPS_868030_1
HLL/CMO/HCD/JAK/CBP/IDK/26-27
Open Tender
Civil Works - Buildings
Item Rate
330 days
JAK Chembakappara, Idukki District
Please refer Tender documents.
19 documents required · 19 mandatory
₹2,950
₹50,000
16 Sept 2026
7 Sept 2026
16 Sept 2026
7 Sept 2026
15 Sept 2026
7 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | CIVIL WORKS | - | - | - | - |
| - | SITE CLEARANCE | - | - | - | - |
| - | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees andsaplings of girth up to 30 cm measured at a height of 1 m above ground level andremoval of rubbish up to a distance of 50 m outside the periphery of the area cleared | 180 | sqm | - | - |
| - | EARTH WORK AND EXCAVATION | - | - | - | - |
| - | Excavation work by mechanical means (Hydraulic excavator) / manual means infoundation 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, includinggetting out the excavated soil and disposal of surplus excavated soils as directed,within a lead of 50 m.Hard rock (blasting prohibited) | 15.88 | cum | - | - |
| - | Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides offoundations etc. in layers not exceeding 20 cm in depth, consolidating each depositedlayer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per directionof site Engineer-in-charge | 39.86 | cum | - | - |
| - | PCC | - | - | - | - |
| - | Providing and laying in position cement concrete of specified grade excluding thecost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mmnominal size derived from natural sources) | 14.03 | cum | - | - |
| - | STONE WORKS | - | - | - | - |
| - | Random rubble masonry with hard stone in foundation and plinth including levellingup with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarsesand) | 0.32 | cum | - | - |
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TEDOCBP.pdf
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