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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹69.2 LAccepted-AOC | 1 | Accepted-AOC Lowest technically qualified bidder | |
| 2 | Rejected-Technical KADUMKEERIYIL COMMERCIAL COMPLEX WAYANAD ROAD CHUNGAM THAMARASSERY KOZHIKODE 673 573 | THAMARASSERY | 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
16 Feb 2026, 11:00 amClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
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
29 Oct 2026
14 Jan 2026
16 Feb 2026
14 Jan 2026
16 Feb 2026
14 Jan 2026
14 Jan 2026 - 27 Jan 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road 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 | - | - |
| 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 | - | - |
| 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 | - | - |
| 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 | - | - |
| 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 | - | - |
| 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 | - | - |
| 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 | - | - |
| 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 | - | - |
| 2Protection Work | |||||
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