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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.7 CrAdmitted-Finance | ₹3.7 Cr | L1 | Admitted-Finance |
| 2 | L2₹3.9 Cr+₹18.5 L (5.01%)Admitted-Finance KARIMKUTTIYIL BUILDINGS ANGADI P O RANNI PATHANAMTHITTA 689 674 | PATHANAMTHITTA | KERALA | 689674 | ₹3.9 Cr+₹18.5 L (5.01%) | L2 | Admitted-Finance |
| 3 | Rejected-Technical KALIKULANGARA CHERUVAYOOR | CHERUVAYOOR | KOZHIKODE | KERALA | 673645 | - | - | Rejected-Technical Disqualified |
| Sl No | Description | Qty | Unit | DORA INFRASTRUCTURES AND PROPERTIES Pvt LIMITED L2 | SREEKUMAR K S L1 |
|---|---|---|---|---|---|
| .01Road Concrete Work | |||||
| 1.00SITE CLEARANCE | |||||
| 1.01 | 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 | 3,855.47 | sqm | 19.37 ₹74,680.36 | 18.5 ₹71,326.1 Lowest |
| 1.02EARTH WORK AND EXCAVATION | |||||
| 1.03 | Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m | 2,600 | cum | 52 ₹1,35,200 | 49.5 ₹1,28,700 Lowest |
| 1.04 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2. | 2,600 | cum | 97 ₹2,52,200 | 92 ₹2,39,200 Lowest |
| 1.05BASE | |||||
| 1.06 | Construction of granular base of 150mm compacted thickness by providing blended material consisting of gravel and quarry muck in the proportion of 50:50, conforming to specifications. Prior to laying the granular base, the existing soil surface shall be properly watered and compacted by rolling using suitable rollers to obtain a firm and stable subgrade. The material shall be mixed in a mechanical mixing plant at Optimum Moisture Content (OMC) to obtain a uniform mix and transported to the work site by tippers for all leads and lifts. The mixed material shall be spread in uniform layers of specified thickness over the prepared surface using a motor grader and compacted with a vibratory power roller to achieve the required density, complete as per specifications and directions of the Engineer-in-Charge. The material shall conform to Grading III with particle size ranging from 26.5 mm to 0.075 mm, complete in all respects. | 5,850 | cum | 2,305 ₹1,34,84,250 | 2,193 ₹1,28,29,050 Lowest |
| 1.07ROAD CONCRETE | |||||
| 1.08 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete | 2,925 | cum | 8,470 ₹2,47,74,750 | 8,070 ₹2,36,04,750 Lowest |
Tender Value
₹3.7 Cr
EMD Value
₹1 L
Closing Date
23 Mar 2026, 3:00 pmClosed
ASSOCIATE VICE PRESIDENT
HLL Lifecare Limited, HLL Bhavan, No26/4, Tambaram-Velachery Main Road, Pallikaranai, Chennai 600 100, Tamilnadu
Road Concrete Work at Neyyar Wildlife Sanctuary (1 site), Thiruvananthapuram District, Kerala
2026_HCDPS_847564_1
HLL/CMO/HCD/ROAD/K-M/25-26
Open Tender
Civil Works - Roads
Item Rate
365 days
Neyyar Wildlife Sanctuary
Please refer Tender documents.
18 documents required · 18 mandatory
₹8,850
Yes
₹1 L
Yes
2 Apr 2026
13 Mar 2026
24 Mar 2026
13 Mar 2026
23 Mar 2026
13 Mar 2026
Road Concrete Work
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
EARTH WORK AND EXCAVATION
Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2.
Construction of granular base of 150mm compacted thickness by providing blended material consisting of gravel and quarry muck in the proportion of 50:50, conforming to specifications. Prior to laying the granular base, the existing soil surface shall be properly watered and compacted by rolling using suitable rollers to obtain a firm and stable subgrade. The material shall be mixed in a mechanical mixing plant at Optimum Moisture Content (OMC) to obtain a uniform mix and transported to the work site by tippers for all leads and lifts. The mixed material shall be spread in uniform layers of specified thickness over the prepared surface using a motor grader and compacted with a vibratory power roller to achieve the required density, complete as per specifications and directions of the Engineer-in-Charge. The material shall conform to Grading III with particle size ranging from 26.5 mm to 0.075 mm, complete in all respects.
ROAD CONCRETE
Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete
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