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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.2 CrAccepted-AOC BANKERS VILLA VAZHOTTUKONAM VATTIYOORKKAVU P O TRIVANDRUM 695 013 | TRIVANDRUM | THIRUVANANTHAPURAM | KERALA | 695013 | L1 | Accepted-AOC L1 | |
| 2 | L2₹18.6 Cr+₹1.4 Cr (8.27%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹18.7 Cr+₹1.5 Cr (8.61%)Rejected-AOC | L3 | Rejected-AOC L3 |
| Sl No | Description | Qty | Unit | SREEKUMAR K S L3 | Bankers Construction L1 | M/s Crescent Construction Company L2 |
|---|---|---|---|---|---|---|
| 0.00CIVIL WORKS | ||||||
| 1.00SITE CLEARENCE | ||||||
| 1.01 | 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 utside the periphery of the area cleared | 2,000 | sqm | 18 ₹36,000 | 16 ₹32,000 Lowest | 16 ₹32,000 Lowest |
| 1.02EARTHWORK | ||||||
| 1.03 | 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 | 1,069.14 | cum | 350 ₹3,74,197.6 | 340 ₹3,63,506.24 Lowest | 380 ₹4,06,271.68 |
| 1.04 | 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. | 189.33 | cum | 290 ₹54,905.99 | 296 ₹56,041.98 | 220 ₹41,652.82 Lowest |
| 1.05 | 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 | 1,121.7 | cum | 786 ₹8,81,658.56 | 658 ₹7,38,080.57 Lowest | 800 ₹8,97,362.4 |
| 1.06 | Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil | 351.97 | cum | 115 ₹40,476.32 Lowest | 122 ₹42,940.1 | 120 ₹42,236.16 |
| 1.07 | 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) | 1,105.27 | sqm | 2,150 ₹23,76,328.35 | 1,745 ₹19,28,694.41 | 400 ₹4,42,107.6 Lowest |
| 1.08 | Pumping out water caused by springs, tidal or river seepage, broken water mains or
drains and the like. | 500 | Kilo Litre | 220 ₹1,10,000 Lowest | 228 ₹1,14,000 | 228 ₹1,14,000 |
Tender Value
₹16.1 Cr
EMD Value
₹5 L
Closing Date
26 May 2025, 11:00 amClosed
ASSOCIATE VICE PRESIDENT
HLL Lifecare Limited, HLL Bhavan, No26/4, Tambaram-Velachery Main Road, Pallikaranai, Chennai 600 100, Tamilnadu
Construction of Critical care Block at Government Medical College Hospital, Alappuzha District, Kerala
2025_HCDPS_763907_1
HLL/CMO/HCD/CCB/APZH/25-26
Open Tender
Civil Works - Buildings
Item Rate
365 days
CCB ALAPPUZHA
Please refer Tender documents.
19 documents required · 19 mandatory
₹17,700
Yes
₹5 L
Yes
4 Oct 2025
10 May 2025
27 May 2025
10 May 2025
26 May 2025
10 May 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 0 | CIVIL WORKS | - | - | - | - |
| 1 | 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 utside the periphery of the area cleared | - | sqm | - | - |
| - | EARTHWORK | - | - | - | - |
| - | 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. | 0.4 | cum | - | - |
| - | 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 | 0.2 | cum | - | - |
| - | Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil | 0.2 | 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) | 0.6 | sqm | - | - |
| - | Pumping out water caused by springs, tidal or river seepage, broken water mains or
drains and the like. | - | Kilo Litre | - | - |
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