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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.2 LAccepted-AOC | ₹5.2 L | L1 | Accepted-AOC l1 |
| 2 | L2₹5.3 L+₹9,987.54 (1.91%)Rejected-AOC VISHNU PRABHA HOUSE KAVIL P O NADUVANNUR VIA KOYILANDY KOZHIKODE DISTRICT KERALA 673614 | KOZHIKODE | KERALA | 673614 | ₹5.3 L+₹9,987.54 (1.91%) | L2 | Rejected-AOC l2 |
| 3 | L3₹5.4 L+₹22,035.74 (4.21%)Rejected-Finance ALAYULLA KANNAN KANDY CHANGAROTH | ₹5.4 L+₹22,035.74 (4.21%) | L3 | Rejected-Finance BOARD RESOLUTION DT 13.03.26 |
| 4 | L4₹5.5 L+₹22,467.84 (4.30%)Rejected-Finance 1003 SUB TREASURY DEVIKULAM | ₹5.5 L+₹22,467.84 (4.30%) | L4 | Rejected-Finance BOARD RESOLUTION DT 13.03.26 |
| 5 | L5₹6.2 L+₹1.0 L (19.3%)Rejected-Finance NOCHCHAD GRAMA PANCHAYAT KOYILANDI TALUK KOZHIKODE DISTRICT KERALA | ₹6.2 L+₹1.0 L (19.3%) | L5 | Rejected-Finance BOARD RESOLUTION DT 13.03.26 |
| Sl No | Description | Qty | Unit | SANTHOSH MP L1 | VK SAJU L5 | SWARAJ O.M. L6 | A K SADANANDAN L3 | RAJAN L4 | SREENATH. M.C. L2 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00CONCRETE ROAD | |||||||||
| 1.00 | 3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> 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. | 42.98 | cum | 52.81 ₹2,269.51 Lowest | 63.03 ₹2,708.71 | 68.5 ₹2,943.79 | 60 ₹2,578.5 | 55.09 ₹2,367.49 | 53.82 ₹2,312.91 |
| 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. | 12.97 | cum | 503.57 ₹6,533.32 | 600.93 ₹7,796.47 | 644.21 ₹8,357.98 | 480 ₹6,227.52 Lowest | 525.22 ₹6,814.2 | 513.18 ₹6,658 |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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. <br> (i) For Grading I Material | 25.65 | cum | 2,578.55 ₹66,139.81 Lowest | 3,077.04 ₹78,926.08 | 3,245.65 ₹83,250.92 | 2,980 ₹76,437 | 2,689.34 ₹68,981.57 | 2,627.79 ₹67,402.81 |
| 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) | 40.73 | cum | 7,361.39 ₹2,99,792.61 Lowest | 8,784.48 ₹3,57,747.95 | 9,052.32 ₹3,68,655.73 | 7,400 ₹3,01,365 | 7,677.65 ₹3,12,672.3 | 7,501.93 ₹3,05,516.1 |
| 1.00 | OD482138/2025-2026: steel work welded in built up sections /framed work ,including cutting ,hoisting ,fixing in position and applying a priming coat of approved steel primer using structural steel etc.as required .In gratings ,frames, guard bar, ladder, railings, brackets ,gates, and similar works. | 193.29 | kg | 141.52 ₹27,354.4 Lowest | 168.19 ₹32,509.45 | 179.65 ₹34,724.55 | 160 ₹30,926.4 | 147.6 ₹28,529.6 | 144.24 ₹27,880.15 |
| 1.01 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> 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 | 26.38 | cum | 339.82 ₹8,964.45 | 405.52 ₹10,697.62 | 423.22 ₹11,164.54 | 300 ₹7,914 Lowest | 354.43 ₹9,349.86 | 346.31 ₹9,135.66 |
| 1.01 | OD482709/2025-2026:Dry rubble masonry without concrete levelling course masonry with good quality blasted rubble including packing to compactness to linesand levels cost and conveyance of all materials ,labor charges etc complete | 33.98 | cum | 3,202.19 ₹1,08,794.41 Lowest | 3,821.4 ₹1,29,832.07 | 4,001.2 ₹1,35,940.77 | 3,400 ₹1,15,515 | 3,339.78 ₹1,13,469.03 | 3,263.33 ₹1,10,871.64 |
| 1.01 | OD482511/2025-2026:providing and fixing NAME BOARD with polished marble /granite slab of size 90cmx 65cm including lettering cost ,conveyance and labour charges etc. complete. | 1 | each | 3,079.17 ₹3,079.17 Lowest | 3,674 ₹3,674 | 4,022.2 ₹4,022.2 | 4,000 ₹4,000 | 3,211.47 ₹3,211.47 | 3,137.95 ₹3,137.95 |
Tender Value
₹6.2 L
EMD Value
₹15,601
Closing Date
12 Mar 2026, 9:00 amClosed
ASSISTANT ENGINEER
LID EW SUBDIVISION, PERAMBRA BLOCK PANCHAYATH
CONCRETE ROAD
2026_LSGD_843883_1
AE/PB/45/TENDER/2025-2026
Open Tender
Civil Works - Roads
Item Rate
365 days
KOOTHALI GP
Please refer Tender documents.
12 documents required · 12 mandatory
₹1,380
Yes
₹15,601
Yes
15 Jun 2026
5 Mar 2026
13 Mar 2026
5 Mar 2026
12 Mar 2026
5 Mar 2026
CONCRETE ROAD
3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> 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.
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.
4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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. <br> (i) For Grading I Material
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)
OD482138/2025-2026: steel work welded in built up sections /framed work ,including cutting ,hoisting ,fixing in position and applying a priming coat of approved steel primer using structural steel etc.as required .In gratings ,frames, guard bar, ladder, railings, brackets ,gates, and similar works.
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> 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
OD482709/2025-2026:Dry rubble masonry without concrete levelling course masonry with good quality blasted rubble including packing to compactness to linesand levels cost and conveyance of all materials ,labor charges etc complete
OD482511/2025-2026:providing and fixing NAME BOARD with polished marble /granite slab of size 90cmx 65cm including lettering cost ,conveyance and labour charges etc. complete.
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