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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.2 CrAdmitted-Finance KARIMKUTTIYIL BUILDINGS ANGADI P O RANNI PATHANAMTHITTA 689 674 | PATHANAMTHITTA | KERALA | 689674 | ₹8.2 Cr | L1 | Admitted-Finance |
| 2 | L2₹8.4 Cr+₹18.3 L (2.23%)Admitted-Finance | ₹8.4 Cr+₹18.3 L (2.23%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | DORA INFRASTRUCTURES AND PROPERTIES Pvt LIMITED L1 | SREEKUMAR K S L2 |
|---|---|---|---|---|---|
| 0.00CIVIL WORKS | |||||
| 1.00EARTH WORK EXCAVATION WORKS | |||||
| 1.01 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual meansover 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 1.5m, as directed by Engineer-in-charge.All kinds of soil | 217.57 | cum | 265 ₹57,657.38 Lowest | 300 ₹65,272.5 |
| 1.02 | Earth work in excavation by mechanical means (Hydraulic excavator )/ manual meansover areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan)including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposedearth to be levelled and neatly dressed.Hard rock (blasting prohibited) | 496.15 | cum | 1,450 ₹7,19,424.75 | 1,420 ₹7,04,540.1 Lowest |
| 1.03 | Filling available excavated earth (excluding rock) in trenches, plinth, sides offoundation 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. | 174.06 | cum | 300 ₹52,218 Lowest | 325 ₹56,569.5 |
| 1.04 | 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 | 3,396.9 | cum | 950 ₹32,27,051.2 Lowest | 1,250 ₹42,46,120 |
| 1.05 | Providing and injecting chemical emulsion for PRE-CONSTRUCTIONAL Antitermitetreatment and creating a chemical barrier on top surface of plinth filling, junctions ofinsidewalls and floors, soil along external perimetre using the chemical lmidaclopridemulsifiable (IS6313 (part2:2013) 30.5% SC mixed with water in 1:499 ratio. The emulsion is spreadat 5litre/sqm on top surface of plinth filling, at 1litre/linear metre along the junction ofwall andfloor and at 2.25litres/linear metre of the plinth wall as per the specifications and directions. (Note: plinth area only shall be measured for payment) | 456.88 | sqm | 240 ₹1,09,651.2 | 230 ₹1,05,082.4 Lowest |
| 1.06PCC WORKs | |||||
| 1.07 | 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) | 105.81 | cum | 7,950 ₹8,41,189.5 Lowest | 8,000 ₹8,46,480 |
| 1.08 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources). | 83.08 | sqm | 450 ₹37,383.75 Lowest | 450 ₹37,383.75 Lowest |
Tender Value
₹8.2 Cr
EMD Value
₹2 L
Closing Date
10 Mar 2026, 3:00 pmClosed
ASSOCIATE VICE PRESIDENT
HLL Lifecare Limited, HLL Bhavan, No26/4, Tambaram-Velachery Main Road, Pallikaranai, Chennai 600 100, Tamilnadu
Construction of 30 Bedded Integrated AYUSH Hospital Pathanamthitta, Kerala
2026_HCDPS_842754_1
HLL/CMO/HCD/AYUSH-PTA/25-26
Open Tender
Civil Works - Buildings
Item Rate
330 days
Pathanamthitta District
Please refer Tender documents.
20 documents required · 20 mandatory
₹11,800
Yes
₹2 L
Yes
18 Mar 2026
2 Mar 2026
11 Mar 2026
2 Mar 2026
10 Mar 2026
2 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 0 | CIVIL WORKS | - | - | - | - |
| 1 | EARTH WORK EXCAVATION WORKS | - | - | - | - |
| - | Earth work in excavation by mechanical means (Hydraulic excavator)/manual meansover 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 1.5m, as directed by Engineer-in-charge.All kinds of soil | 1 | cum | - | - |
| - | Earth work in excavation by mechanical means (Hydraulic excavator )/ manual meansover areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan)including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposedearth to be levelled and neatly dressed.Hard rock (blasting prohibited) | 1 | cum | - | - |
| - | Filling available excavated earth (excluding rock) in trenches, plinth, sides offoundation 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. | - | 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 | 0.4 | cum | - | - |
| - | Providing and injecting chemical emulsion for PRE-CONSTRUCTIONAL Antitermitetreatment and creating a chemical barrier on top surface of plinth filling, junctions ofinsidewalls and floors, soil along external perimetre using the chemical lmidaclopridemulsifiable (IS6313 (part2:2013) 30.5% SC mixed with water in 1:499 ratio. The emulsion is spreadat 5litre/sqm on top surface of plinth filling, at 1litre/linear metre along the junction ofwall andfloor and at 2.25litres/linear metre of the plinth wall as per the specifications and directions. (Note: plinth area only shall be measured for payment) | 1 | sqm | - | - |
| - | PCC WORKs | - | - | - | - |
| - | 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) | - | cum | - | - |
| - | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources). | - | sqm | - | - |
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