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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.7 LAccepted-AOC | ₹12.7 L | L1 | Accepted-AOC LOWEST |
| Sl No | Description | Qty | Unit | GIREESH KUMAR KOMATH L1 |
|---|---|---|---|---|
| 1.00ROAD WORKS | ||||
| 1.00 | 3.15.1:Compacting Original Ground (i) Compacting original ground supporting embankment Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. | 40.47 | cum | 14.81 ₹599.36 Lowest |
| 1.00 | 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 | 26.98 | cum | 3,077.04 ₹83,018.54 Lowest |
| 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) | 40.47 | cum | 8,784.48 ₹3,55,507.91 Lowest |
| 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 | 22.08 | cum | 405.52 ₹8,953.88 Lowest |
| 1.00 | OD105728/2025-2026: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 (Ref: 60.7.1) | 67.78 | cum | 3,821.24 ₹2,59,022.75 Lowest |
| 1.01 | 11.4.3.2:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 III. P.C.C. grade M 20 (ii) Nominal mix 1:2:4 (Hand mixed) | 4.32 | cum | 9,082.82 ₹39,237.78 Lowest |
| 1.01 | 13.1.1.1:Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 I. R.C.C grade M 20 (i) For nominal mix 1:2:4 | 0.84 | cum | 10,478.58 ₹8,843.92 Lowest |
| 1.01 | OD110676/2025-2026:Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balco nyrailing, staircase railing and similar works, including applying priming coat of approves steel primer.
G.I. pipes(Modified DAR 10.26.3) | 319.2 | kg | 215.42 ₹68,762.06 Lowest |
| 1.01 | 10.6:Painting on Steel Surfaces Providing and applying two coats of ready mix paint including primer coat of approved brand on steel surface after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701 | 12.81 | sqm | 186.02 ₹2,383.1 Lowest |
Tender Value
₹12.7 L
EMD Value
₹31,760
Closing Date
2 Mar 2026, 6:00 pmClosed
Assistant Engineer
LID and EW Section Thalakkulathur GP Kozhikode
Road concrete D R Side wall culvert
2026_LSGD_832089_2
LSGD/CELSGD/TR/80236/2025
Open Tender
Civil Works - Roads
Item Rate
Thalakkulathur G P
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹31,760
Yes
14 Sept 2026
23 Feb 2026
4 Mar 2026
23 Feb 2026
2 Mar 2026
23 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1ROAD WORKS | |||||
| 1.001 | 3.15.1:Compacting Original Ground (i) Compacting original ground supporting embankment Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. | 40.47 | cum | - | - |
| 1.002 | 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 | 26.98 | cum | - | - |
| 1.003 | 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) | 40.47 | cum | - | - |
| 1.004 | 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 | 22.08 | cum | - | - |
| 1.005 | OD105728/2025-2026: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 (Ref: 60.7.1) | 67.79 | cum | - | - |
| 1.006 | 11.4.3.2:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 III. P.C.C. grade M 20 (ii) Nominal mix 1:2:4 (Hand mixed) | 4.32 | cum | - | - |
| 1.007 | 13.1.1.1:Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 I. R.C.C grade M 20 (i) For nominal mix 1:2:4 | 0.84 | cum | - | - |
| 1.008 | OD110676/2025-2026:Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balco nyrailing, staircase railing and similar works, including applying priming coat of approves steel primer.
G.I. pipes(Modified DAR 10.26.3) | 319.2 | kg | - | - |
| 1.009 | 10.6:Painting on Steel Surfaces Providing and applying two coats of ready mix paint including primer coat of approved brand on steel surface after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701 | 12.81 | sqm | - | - |
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