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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹3.8 LAccepted-Finance | ₹3.8 L | 1 | Accepted-Finance L |
| 2 | Rejected-Technical | - | - | Rejected-Technical HIGH QUATED |
| Sl No | Description | Qty | Unit | SHAFEEK.A.M L1 | ABHILASH K P L2 |
|---|---|---|---|---|---|
| 1.00side protection | |||||
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 28 | cum | 441.5 ₹12,362 | 500 ₹14,000 |
| 1.00 | OD13854/2025-2026:Filling with quarry muck
Filling up low lying and water logged areas with local materials/ quarry muck spreading in layers, levelling the top at site and consolidation by ramming etc complete for improving the CBR value of sub grade | 10.4 | cum | 947.54 ₹9,854.42 | 1,200 ₹12,480 |
| 1.00 | OD13853/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials Labour charges etc. complete as per direction of Departmental officers at site (DAR 60.7.1) | 53.2 | cum | 4,158 ₹2,21,205.6 | 5,000 ₹2,66,000 |
| 1.00 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 4.8 | cum | 9,554.21 ₹45,860.21 | 9,800 ₹47,040 |
| 1.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.23 | tonne | 1,00,437.31 ₹23,100.58 | 1,10,000 ₹25,300 |
| 1.01 | OD13851/2025-2026: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. (DAR 2.25) | 28 | cum | 331.76 ₹9,289.28 | 500 ₹14,000 |
Tender Value
₹3.8 L
EMD Value
₹9,493
Closing Date
4 Feb 2026, 5:00 pmClosed
LINTA C K
LID EW CHALISSERY
Annual Plan-2025-26 RENOVATION OF MUNDANCHIRAKKAVU ROAD IN WARD 1,CHALISSERI GP-PROJECT NO.88-General Civil Work
2026_LSGD_830835_1
101/2026/AE/LIDEW/CHY PHASE
Open Tender
Civil Works - Roads
LID EW CHALISSERY
Please refer Tender documents.
8 documents required · 8 mandatory
₹840
Yes
₹9,493
Yes
25 Mar 2026
27 Jan 2026
6 Feb 2026
27 Jan 2026
4 Feb 2026
27 Jan 2026
side protection
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
OD13854/2025-2026:Filling with quarry muck Filling up low lying and water logged areas with local materials/ quarry muck spreading in layers, levelling the top at site and consolidation by ramming etc complete for improving the CBR value of sub grade
OD13853/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials Labour charges etc. complete as per direction of Departmental officers at site (DAR 60.7.1)
75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
OD13851/2025-2026: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. (DAR 2.25)
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