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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.0 CrAccepted-AOC | ₹17.0 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹17.9 Cr+₹89.0 L (5.24%)Rejected-AOC | ₹17.9 Cr+₹89.0 L (5.24%) | L2 | Rejected-AOC L2 |
| 3 | Rejected-Technical KARIMKUTTIYIL BUILDINGS ANGADI P O RANNI PATHANAMTHITTA 689 674 | PATHANAMTHITTA | KERALA | 689674 | - | - | Rejected-Technical Disqualified |
| Sl No | Description | Qty | Unit | SREEKUMAR K S L1 | R K INFRA (INDIA) PVT LTD L2 |
|---|---|---|---|---|---|
| 0.00CIVIL WORKS | |||||
| 1.00DISMANTILING AND DEMOLISHING WORKS | |||||
| 1.01 | Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. | 162 | sqm | 139 ₹22,518 Lowest | 146 ₹23,652 |
| 1.02SITE CLEARENCE | |||||
| 1.03 | 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 | 1,320 | sqm | 18 ₹23,760 Lowest | 20 ₹26,400 |
| 1.04EARTH WORK EXCAVATION WORKS | |||||
| 1.05 | 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 | 2,045.04 | cum | 367 ₹7,50,530.05 Lowest | 387 ₹7,91,430.87 |
| 1.06 | 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. | 1,479.6 | cum | 325 ₹4,80,870.65 Lowest | 342 ₹5,06,023.88 |
| 1.07 | Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil | 832.12 | cum | 133 ₹1,10,671.83 Lowest | 141 ₹1,17,328.78 |
| 1.08 | Providing and injecting chemical emulsion for PRE-CONSTRUCTIONAL Anti termite treatment and creating a chemical barrier on top surface of plinth filling, junctions of inside walls and floors, soil along external perimetre using the chemical lmidacloprid emulsifiable (IS 6313 (part2:2013) 30.5% SC mixed with water in 1:499 ratio. The emulsion is spread at 5litre/sqm on top surface of plinth filling, at 1litre/linear metre along the junction of wall and floor 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) | 1,221.06 | sqm | 240 ₹2,93,054.4 Lowest | 253 ₹3,08,928.18 |
Tender Value
₹17.0 Cr
EMD Value
₹5 L
Closing Date
13 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 50 Bedded Critical Care Block at GMC Trivandrum, Kerala
2026_HCDPS_843069_1
HLL/CMO/HCD/CCB-TVM/25-26
Open Tender
Civil Works - Buildings
Item Rate
540 days
GMC Trivandrum
Please refer Tender documents.
21 documents required · 21 mandatory
₹17,700
Yes
₹5 L
Yes
1 Aug 2026
3 Mar 2026
16 Mar 2026
3 Mar 2026
13 Mar 2026
3 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 0 | CIVIL WORKS | - | - | - | - |
| 1 | DISMANTILING AND DEMOLISHING WORKS | - | - | - | - |
| - | Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. | - | sqm | - | - |
| - | SITE CLEARENCE | - | - | - | - |
| - | 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 | - | sqm | - | - |
| - | EARTH WORK EXCAVATION WORKS | - | - | - | - |
| - | 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 | 0.4 | cum | - | - |
| - | 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. | 0.8 | cum | - | - |
| - | Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil | 0.6 | cum | - | - |
| - | Providing and injecting chemical emulsion for PRE-CONSTRUCTIONAL Anti termite treatment and creating a chemical barrier on top surface of plinth filling, junctions of inside walls and floors, soil along external perimetre using the chemical lmidacloprid emulsifiable (IS 6313 (part2:2013) 30.5% SC mixed with water in 1:499 ratio. The emulsion is spread at 5litre/sqm on top surface of plinth filling, at 1litre/linear metre along the junction of wall and floor 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 | - | - |
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