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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.3 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | UNNIKRISHNAN V K L1 |
|---|---|---|---|---|
| 1.00Road work | ||||
| 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 | 260.19 | cum | 384 ₹99,912.96 Lowest |
| 1.00 | OD145561/2025-2026:Dry rubble without concrete levelling course masonry using good quality blasted rubble including packing to compactness to lines and levels for road protection to withstand the dynamic loads due to moving traffic, including cost and conveyance of all materials , labour charges etc. complete as
per direction of deptl. officers at site. | 198.59 | cum | 3,622 ₹7,19,311.09 Lowest |
| 1.00 | 12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m III. R.C.C grade M 20 | 4.5 | cum | 8,665 ₹38,992.5 Lowest |
| 1.00 | 12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | 0.32 | tonne | 84,307 ₹26,556.71 Lowest |
| 1.00 | 3.15.2: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 to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 36.7 | cum | 61 ₹2,239.01 Lowest |
| 1.01 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material | 24.47 | cum | 2,832 ₹69,299.04 Lowest |
| 1.01 | 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) | 45.63 | cum | 8,295 ₹3,78,500.85 Lowest |
| 1.01 | OD145709/2025-2026:Providing and fixing hand rail of approved size by welding etc. to steel ladder
railing, balcony railing, staircase railing and similar works, including applying
priming coat of approves steel primer (for G.I.Pipe)Modified DAR 10.26.3 | 421.2 | kg | 208 ₹87,609.6 Lowest |
| 1.01 | 10.7:Painting on Concrete/Steel Surfaces with Epoxy Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701 | 32.4 | sqm | 142 ₹4,600.8 Lowest |
Tender Value
₹15.1 L
EMD Value
₹37,753
Closing Date
17 Sept 2026, 9:00 amClosed
Shyju TK
Assistant Executive engineer LID and EW Sub division Chelannur Block
SC Corpus Fund-Kamalakkunnu SC Nagar road ward 8 Kakkodi Grama panchayath-Under Chelannur Block Panchayath.
2026_LSGD_868729_1
AEE/LSGD/CBP/01/2026-27
Open Tender
Civil Works - Roads
Item Rate
150 days
Chelannur
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹37,753
Yes
28 Sept 2026
10 Sept 2026
18 Sept 2026
10 Sept 2026
17 Sept 2026
10 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road work | |||||
| 1.001 | 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 | 260.19 | cum | - | - |
| 1.002 | OD145561/2025-2026:Dry rubble without concrete levelling course masonry using good quality blasted rubble including packing to compactness to lines and levels for road protection to withstand the dynamic loads due to moving traffic, including cost and conveyance of all materials , labour charges etc. complete as
per direction of deptl. officers at site. | 198.6 | cum | - | - |
| 1.003 | 12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m III. R.C.C grade M 20 | 4.5 | cum | - | - |
| 1.004 | 12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | 0.32 | tonne | - | - |
| 1.005 | 3.15.2: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 to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 36.71 | cum | - | - |
| 1.006 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material | 24.47 | cum | - | - |
| 1.007 | 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) | 45.63 | cum | - | - |
| 1.008 | OD145709/2025-2026:Providing and fixing hand rail of approved size by welding etc. to steel ladder
railing, balcony railing, staircase railing and similar works, including applying
priming coat of approves steel primer (for G.I.Pipe)Modified DAR 10.26.3 | 421.2 | kg | - | - |
| 1.009 | 10.7:Painting on Concrete/Steel Surfaces with Epoxy Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701 | 32.4 | sqm | - | - |
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