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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹75,794.67Admitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹76,126.58+₹331.91 (0.44%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | Kaippully L1 | T.N.Muraleedharan L2 |
|---|---|---|---|---|---|
| 1.00Road Mintenance | |||||
| 1.00 | OD163393/2026-2027: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 | 2.1 | cum | 374.3 ₹786.03 Lowest | 380 ₹798 |
| 1.00 | OD163395/2026-2027:Random Rubble masonry with hard stone in cement mortar 1:6 for foundation, basement and retaining wall. (1 cement : 6 coarse sand) | 5.26 | cum | 5,811 ₹30,583.29 Lowest | 5,825 ₹30,656.98 |
| 1.00 | OD163394/2026-2027:Filling with contractors own earth(excluding rock) in trenches, plinth ,sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layers by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site engineer in charge . | 10.06 | cum | 759 ₹7,637.06 Lowest | 768 ₹7,727.62 |
| 1.00 | OD173112/2026-2027:Filling with Quarry Muck
Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade. | 1.68 | cum | 1,170.2 ₹1,963.6 Lowest | 1,185 ₹1,988.43 |
| 1.00 | 75.8.1: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 perspecification
(i) Nominal mix (1:2:4) | 3.65 | cum | 9,554.1 ₹34,824.69 Lowest | 9,590 ₹34,955.55 |
Tender Value
₹75,874
EMD Value
₹1,897
Closing Date
19 Sept 2026, 11:00 amClosed
SIPIN CP
LID EW SECTION, KONDAZHY GP
ANNUAL PLAN-KONDAZHY GP 2026-27 - ELLUTHIPARA KOOLIKUNNU LINK ROAD RAMP CONSTRUCTION IN WARD 10 (PROJ NO 257/26-27)- GENERAL CIVIL WORK
2026_LSGD_868820_15
ET-02/2026-27/AE/LID EW/KDY
Open Tender
Civil Works - Roads
Item Rate
240 days
KONDAZHY GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
Yes
₹1,897
Yes
23 Sept 2026
11 Sept 2026
22 Sept 2026
11 Sept 2026
19 Sept 2026
11 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road Mintenance | |||||
| 1.001 | OD163393/2026-2027: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 | 2.1 | cum | - | - |
| 1.002 | OD163395/2026-2027:Random Rubble masonry with hard stone in cement mortar 1:6 for foundation, basement and retaining wall. (1 cement : 6 coarse sand) | 5.26 | cum | - | - |
| 1.003 | OD163394/2026-2027:Filling with contractors own earth(excluding rock) in trenches, plinth ,sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layers by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site engineer in charge . | 10.06 | cum | - | - |
| 1.004 | OD173112/2026-2027:Filling with Quarry Muck
Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade. | 1.68 | cum | - | - |
| 1.005 | 75.8.1: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 perspecification
(i) Nominal mix (1:2:4) | 3.65 | cum | - | - |
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