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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹69.2 LAccepted-Finance | ₹69.2 L | 1 | Accepted-Finance Lowest qualified bidder |
| 2 | Rejected-Technical KADUMKEERIYIL SHOPPING COMPLEX THAMARASSERY KOZHIKODE 673573 | KOZHIKODE | KOZHIKODE | KERALA | 673573 | - | - | Rejected-Technical Qualification criteria not satisfied |
| 3 | Rejected-Technical | - | - | Rejected-Technical Qalification criteria not satisfied |
| Sl No | Description | Qty | Unit | Bethlahem Constructions L3 | Ramakrishnan L2 | SIVADASAN K L1 |
|---|---|---|---|---|---|---|
| 1.00Road Work | ||||||
| 1.01 | Construction of embankment with material obtained from borrow pits (Excluding the cost of the earth which is taken from KSEB land). Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting as per the direction of Engineer in charge with a lead upto 1000 m . | 1,400 | cum | 430 ₹6,02,000 | 540.11 ₹7,56,154 | 257.6 ₹3,60,640 Lowest |
| 1.02 | Compacting Original Ground
(ii) Compacting original ground supporting subgrade. Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers for subgrade construction as per the direction of Engineer in charge | 366 | cum | 380 ₹1,39,080 | 194.44 ₹71,165.04 | 72.55 ₹26,553.3 Lowest |
| 1.03 | Surface Drains in Soil
Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per the direction of Engineer in Charge. Manual Means | 420 | meter | 230 ₹96,600 Lowest | 864.17 ₹3,62,951.4 | 248.11 ₹1,04,206.2 |
| 1.04 | Earthwork in Hill Road
(ii) Excavation in Hilly Areas in Soil by mechanical means
A) Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per the direction of Engineer in Charge. | 100 | cum | 350 ₹35,000 | 864.17 ₹86,417 | 245.12 ₹24,512 Lowest |
| 1.05 | Random Rubble Masonry in 1:3 cement mortar for foundation complete as per drawing and as per the direction of Engineer in Charge. | 36 | cum | 6,500 ₹2,34,000 Lowest | 8,641.71 ₹3,11,101.56 | 10,277.52 ₹3,69,990.72 |
| 1.06 | Random rubble masonry in cement mortar 1:3 for parapet complete as per drawing and as per the direction of Engineer in Charge. | 157 | cum | 7,900 ₹12,40,300 Lowest | 8,641.71 ₹13,56,748.47 | 10,791.39 ₹16,94,248.23 |
| 1.07 | Granular sub-base/base/surface course with Gravel mix soil by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density etc all complete as per the direction of Engineer in Charge. | 416 | cum | 4,000 ₹16,64,000 | 3,132.62 ₹13,03,169.92 | 2,626.95 ₹10,92,811.2 Lowest |
| 1.08 | Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as per specification using Nominal mix (1:2:4) | 234 | cum | 10,100 ₹23,63,400 | 9,181.81 ₹21,48,543.54 Lowest | 10,077.63 ₹23,58,165.42 |
| 2.00Protection Work | ||||||
Tender Value
₹73 L
EMD Value
₹50,000
Closing Date
23 Feb 2026, 11:00 amClosed
Chief Engineer,Civil Dam Safety And DRIP
Dam Safety Organisation, Pallom P O, Kottayam, Kerala, Pin 686007
DRIP II - KAS- Construction of access road to right bank of KA spillway dam (Banasurasagar Dam)
2026_KSEB_825268_1
KL KSEB DRIP II/KAS/Road/CE-04/2025-26
Open Tender
Civil Works - Roads
Item Rate
270 days
Premises of Banasurasagar dam
Please refer Tender documents.
9 documents required · 9 mandatory
₹5,900
₹50,000
Yes
25 May 2026
14 Jan 2026
23 Feb 2026
14 Jan 2026
23 Feb 2026
14 Jan 2026
14 Jan 2026 - 20 Feb 2026
Road Work
Construction of embankment with material obtained from borrow pits (Excluding the cost of the earth which is taken from KSEB land). Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting as per the direction of Engineer in charge with a lead upto 1000 m .
Compacting Original Ground (ii) Compacting original ground supporting subgrade. Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers for subgrade construction as per the direction of Engineer in charge
Surface Drains in Soil Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per the direction of Engineer in Charge. Manual Means
Earthwork in Hill Road (ii) Excavation in Hilly Areas in Soil by mechanical means A) Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per the direction of Engineer in Charge.
Random Rubble Masonry in 1:3 cement mortar for foundation complete as per drawing and as per the direction of Engineer in Charge.
Random rubble masonry in cement mortar 1:3 for parapet complete as per drawing and as per the direction of Engineer in Charge.
Granular sub-base/base/surface course with Gravel mix soil by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density etc all complete as per the direction of Engineer in Charge.
Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as per specification using Nominal mix (1:2:4)
Protection Work
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
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size
Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more
Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site
Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):Raised and cut pointing
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