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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.8 LAccepted-AOC KERALA KL | L1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | JKinfrastructures L2 | GOPALAKRISHNAN KM L1 |
|---|---|---|---|---|---|
| 1.00Road Concrete | |||||
| 1.00 | 3.14:Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 94.56 | cum | 600 ₹56,736 Lowest | 600 ₹56,736 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 | 49.25 | cum | 3,077 ₹1,51,542.25 | 3,000 ₹1,47,750 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) | 73.88 | cum | 8,784 ₹6,48,918 | 8,700 ₹6,42,712.5 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 | 70.92 | cum | 250 ₹17,730 Lowest | 400 ₹28,368 |
| 1.00 | OD286551/2025-2026:DRY RUBBLE MASONRY -Dry rubble masonry with out concrete ,levelling course masonry
with good quality rubble including packing to compactness to lines and levels cost and
conveyance of all material ,labour charges etc.complete as per direction of departmental
officers at site. | 157.6 | cum | 3,820 ₹6,02,032 | 3,700 ₹5,83,120 Lowest |
| 1.01 | 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) | 19.7 | cum | 8,750 ₹1,72,375 | 8,700 ₹1,71,390 Lowest |
| 1.01 | OD288609/2025-2026:Filling up the low laying and water logged areas with local materials/quarry muck, including spreading in layers of uniform thickness, levelling, watering and consolidation by ramming etc. for improving the CBR value of sub grade | 2.16 | cum | 950 ₹2,052 | 940 ₹2,030.4 Lowest |
| 1.01 | OD289923/2025-2026:Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes<br>including collars/spigot jointed with stiff mixture of cement mortar in the<br>proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc.<br>complete 450 mm dia RCC pipes.(modified DAR 19.35.1)<br> | 8 | metre | 2,000 ₹16,000 Lowest | 5,000 ₹40,000 |
| 1.01 | OD289924/2025-2026:Providing and fixing Granite of any colour and shade for Name board, of required size laid over base of cement mortar 1:4 ( 1 cement : 4 coarse sand), including all | 1 | each | 6,000 ₹6,000 | 4,000 ₹4,000 Lowest |
Tender Value
₹16.9 L
EMD Value
₹42,360
Closing Date
16 Feb 2026, 5:00 pmClosed
EXECUTIVE ENGINEER
LID and EW Division Kozhikkode
Road
2026_LSGD_824996_2
EE/LSGD/KKD/245/2025-26
Open Tender
Civil Works - Roads
Item Rate
270 days
Unnikulam
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
Yes
₹42,360
Yes
8 Jul 2026
9 Feb 2026
18 Feb 2026
9 Feb 2026
16 Feb 2026
9 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road Concrete | |||||
| 1.001 | 3.14:Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | - | 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 | - | 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) | - | 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 | - | cum | - | - |
| 1.005 | OD286551/2025-2026:DRY RUBBLE MASONRY -Dry rubble masonry with out concrete ,levelling course masonry
with good quality rubble including packing to compactness to lines and levels cost and
conveyance of all material ,labour charges etc.complete as per direction of departmental
officers at site. | 1 | cum | - | - |
| 1.006 | 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) | 1 | cum | - | - |
| 1.007 | OD288609/2025-2026:Filling up the low laying and water logged areas with local materials/quarry muck, including spreading in layers of uniform thickness, levelling, watering and consolidation by ramming etc. for improving the CBR value of sub grade | - | cum | - | - |
| 1.008 | OD289923/2025-2026:Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes<br>including collars/spigot jointed with stiff mixture of cement mortar in the<br>proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc.<br>complete 450 mm dia RCC pipes.(modified DAR 19.35.1)<br> | - | metre | - | - |
| 1.009 | OD289924/2025-2026:Providing and fixing Granite of any colour and shade for Name board, of required size laid over base of cement mortar 1:4 ( 1 cement : 4 coarse sand), including all | - | each | - | - |
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