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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L2₹6.6 LAccepted-AOC KOLLAM KOLLAM KERALA 673585 | KOZHIKODE | KERALA | 673585 | L2 | Accepted-AOC Agmt executed | |
| 2 | L2₹6.8 LRejected-Finance | L2 | Rejected-Finance ok | |
| 3 | Rejected-Technical KOTTUR KERALA | - | Rejected-Technical L7 | |
| 4 | Rejected-Technical | - | Rejected-Technical L6 | |
| 5 | Rejected-Technical 1003 SUB TREASURY DEVIKULAM | - | Rejected-Technical L8 |
| Sl No | Description | Qty | Unit | ABINJOSEPH L2 | BIJU. TV. L7 | RITHU M.V L1 | TP SHIJU L5 | RAJAN L8 | UnniKulam Labour Contract Co operative Society Ltd No D3338 L3 | JIJO CHACKO L6 | ROY THOMAS L4 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00concrete road | |||||||||||
| 1.00 | 2.1:Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201. By Manual Means | 0.03 | Hectare | 34,560 ₹864 | 37,345.57 ₹933.64 | 33,854.91 ₹846.37 | 1,20,000 ₹3,000 | 37,406.12 ₹935.15 | 10,000 ₹250 Lowest | 37,343.8 ₹933.6 | 36,333.42 ₹908.34 |
| 1.00 | 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 | 24 | cum | 324.01 ₹7,776.24 | 350.12 ₹8,402.88 | 317.4 ₹7,617.6 | 256 ₹6,144 Lowest | 350.69 ₹8,416.56 | 300 ₹7,200 | 350.1 ₹8,402.4 | 340.63 ₹8,175.12 |
| 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. | 42.6 | cum | 480.13 ₹20,453.54 | 518.83 ₹22,102.16 | 469.62 ₹20,005.81 | 500 ₹21,300 | 519.67 ₹22,137.94 | 400 ₹17,040 Lowest | 518.8 ₹22,100.88 | 504.77 ₹21,503.2 |
| 1.00 | 3.3:Construction of Embankment with Material Obtained from Roadway Cutting <br> Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 | 16.8 | cum | 41.9 ₹703.92 | 45.28 ₹760.7 | 39.46 ₹662.93 Lowest | 44 ₹739.2 | 45.38 ₹762.38 | 51 ₹856.8 | 45.3 ₹761.04 | 44.05 ₹740.04 |
| 1.00 | 3.15.1:Compacting Original Ground <br> (i) Compacting original ground supporting embankment <br> 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. | 99 | cum | 11.83 ₹1,171.17 | 12.78 ₹1,265.22 | 10.96 ₹1,085.04 Lowest | 13 ₹1,287 | 12.8 ₹1,267.2 | 14 ₹1,386 | 12.8 ₹1,267.2 | 12.45 ₹1,232.55 |
| 1.01 | 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 | 49.5 | cum | 2,458.55 ₹1,21,698.23 | 2,656.71 ₹1,31,507.15 | 2,408.37 ₹1,19,214.32 Lowest | 2,580 ₹1,27,710 | 2,661.02 ₹1,31,720.49 | 2,500 ₹1,23,750 | 2,656.6 ₹1,31,501.7 | 2,584.71 ₹1,27,943.15 |
| 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) | 74.25 | cum | 7,018.79 ₹5,21,145.16 | 7,584.52 ₹5,63,150.61 | 6,875.55 ₹5,10,509.59 Lowest | 7,444 ₹5,52,717 | 7,596.83 ₹5,64,064.63 | 7,100 ₹5,27,175 | 7,584.2 ₹5,63,126.85 | 7,378.96 ₹5,47,887.78 |
| 1.01 | OD113824/2026-2027:providing and fixing metal name board of size120x60 cm size with 15mm dia and 2mm thick GI pipe ,0.80mm thick MS sheet 25x25x5 mm angle for post etc,errected in concrete of cc 1:2:4 | 1 | each | 3,298.16 ₹3,298.16 | 3,564 ₹3,564 | 3,230.2 ₹3,230.2 Lowest | 3,400 ₹3,400 | 3,569.79 ₹3,569.79 | 3,500 ₹3,500 | 3,563.1 ₹3,563.1 | 3,467.41 ₹3,467.41 |
Tender Value
₹8.5 L
EMD Value
₹21,186
Closing Date
30 Jul 2026, 6:00 pmClosed
Assistant Engineer
Office of The Assistant Executive Engineer LID and EW Sub Division Balussery
Road works
2026_LSGD_861888_1
02/26-27/AE/BLY
Open Tender
Civil Works - Roads
Item Rate
300 days
Koorachundu
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
Yes
₹21,186
Yes
26 Sept 2026
23 Jul 2026
1 Aug 2026
23 Jul 2026
30 Jul 2026
23 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1concrete road | |||||
| 1.001 | 2.1:Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201. By Manual Means | - | Hectare | - | - |
| 1.002 | 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 | - | cum | - | - |
| 1.003 | 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 | - | - |
| 1.004 | 3.3:Construction of Embankment with Material Obtained from Roadway Cutting <br> Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 | - | cum | - | - |
| 1.005 | 3.15.1:Compacting Original Ground <br> (i) Compacting original ground supporting embankment <br> 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. | - | cum | - | - |
| 1.006 | 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 | - | 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) | - | cum | - | - |
| 1.008 | OD113824/2026-2027:providing and fixing metal name board of size120x60 cm size with 15mm dia and 2mm thick GI pipe ,0.80mm thick MS sheet 25x25x5 mm angle for post etc,errected in concrete of cc 1:2:4 | - | each | - | - |
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