Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.1 CrAdmitted-Finance KARIMKUTTIYIL BUILDINGS ANGADI P O RANNI PATHANAMTHITTA 689 674 | PATHANAMTHITTA | KERALA | 689674 | L1 | Admitted-Finance | |
| 2 | L2₹17.5 Cr+₹39.3 L (2.29%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹17.7 Cr+₹56.7 L (3.31%)Admitted-Finance | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | SREEKUMAR K S L2 | DORA INFRASTRUCTURES AND PROPERTIES Pvt LIMITED L1 | R K INFRA (INDIA) PVT LTD L3 |
|---|---|---|---|---|---|---|
| 1.00CIVIL WORKS | ||||||
| 1.01SITE CLERANCE | ||||||
| 1.02 | 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 | 15 ₹19,800 Lowest | 17 ₹22,440 | 15 ₹19,800 Lowest |
| 1.03EARTH WORK EXCAVATION WORKS | ||||||
| 1.04 | 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 | 1,471.87 | cum | 365 ₹5,37,232.19 | 330 ₹4,85,716.77 | 320 ₹4,70,998.08 Lowest |
| 1.05 | 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. | 741.7 | cum | 290 ₹2,15,092.71 | 280 ₹2,07,675.72 Lowest | 295 ₹2,18,801.21 |
| 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 | 647.08 | cum | 150 ₹97,061.4 | 115 ₹74,413.74 Lowest | 150 ₹97,061.4 |
| 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) | 1,221.06 | sqm | 325 ₹3,96,844.5 | 261 ₹3,18,696.66 Lowest | 310 ₹3,78,528.6 |
| 1.08PILE WORKS | ||||||
| 1.09 | Boring, providing and installing bored cast-in-situ reinforced cement concrete piles of grade M-30 (Cement content not less than 400 kg/cum ) of specified diameter and length below the pile cap to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring, with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. all complete, including removal of excavated earth with all lifts and leads (Length of pile for payment shall be measured upto bottom of pile cap).600 mm dia piles | 2,308.2 | metre | 3,950 ₹91,17,390 Lowest | 4,500 ₹1,03,86,900 | 3,950 ₹91,17,390 Lowest |
Tender Value
₹17.1 Cr
EMD Value
₹5 L
Closing Date
22 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 Critical Care Block at GH Kalpetta, Wayanad District
2026_HCDPS_867883_1
HLL/CMO/HCD/GH-KLP/WYD/26-27
Open Tender
Civil Works - Buildings
Item Rate
630 days
GH Kalpetta, Wayanad District
Please refer Tender documents.
21 documents required · 21 mandatory
₹17,700
₹5 L
6 Oct 2026
5 Sept 2026
23 Sept 2026
5 Sept 2026
22 Sept 2026
5 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | CIVIL WORKS | - | - | - | - |
| - | SITE CLERANCE | - | - | - | - |
| - | 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 | - | - |
| - | 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 | 1,471.87 | 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. | 741.7 | cum | - | - |
| - | Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil | 647.08 | 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) | 1,221.06 | sqm | - | - |
| - | PILE WORKS | - | - | - | - |
| - | Boring, providing and installing bored cast-in-situ reinforced cement concrete piles of grade M-30 (Cement content not less than 400 kg/cum ) of specified diameter and length below the pile cap to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring, with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. all complete, including removal of excavated earth with all lifts and leads (Length of pile for payment shall be measured upto bottom of pile cap).600 mm dia piles | 2,308.2 | metre | - | - |
stage.html
html • 0.03 MB
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.04 MB
Tendernotice_1.pdf
PDF • 0.53 MB
TEDOGHKLP.pdf
Tender Documents • 18.58 MB
BOQ_1469789.xls
BOQ • 0.75 MB
TECHNICALELIGIBILITYCORG.pdf
PDF • 0.01 MB
CORRIGENDUM.pdf
PDF • 0.11 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .