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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.3 LAdmitted-Fee/PreQual/Technical/Finance | ₹6.3 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹6.9 L+₹59,446.01 (9.38%)Admitted-Fee/PreQual/Technical/Finance | ₹6.9 L+₹59,446.01 (9.38%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹7.1 L+₹71,695.50 (11.3%)Admitted-Fee/PreQual/Technical/Finance UNNIKULAM GRAMAPANCHAYATH | THRISSUR | KERALA | 680667 | ₹7.1 L+₹71,695.50 (11.3%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | Not Admitted-Fee/PreQual/Technical/Finance CHERAT KARUVISSERY P O PIN 673 010 | KARUVISSERY | KOZHIKODE | KERALA | 673010 | - | - | Not Admitted-Fee/PreQual/Technical/Finance Not qualified for AOC |
| 5 | Not Admitted-Fee/PreQual/Technical/Finance OLAVANKAVIL HOUSE CHALICODE ELETTIL PO KODUVALLY 673572 | KOZHIKODE | KERALA | 673572 | - | - | Not Admitted-Fee/PreQual/Technical/Finance Others-GST certificate not attached |
| Sl No | Description | Qty | Unit | AMEER L1 | UnniKulam Labour Contract Co operative Society Ltd No D3338 L3 | STHAPATHI LABOUR CONTRACT CO OPERATIVE SOCIETY LIMITED L2 |
|---|---|---|---|---|---|---|
| 1.00Road concrete | ||||||
| 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. | 46.5 | cum | 12 ₹558 Lowest | 100 ₹4,650 | 12.1 ₹562.65 |
| 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. | 60.45 | cum | 450 ₹27,202.5 Lowest | 500 ₹30,225 | 491.6 ₹29,717.22 |
| 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 | 49.6 | cum | 2,300 ₹1,14,080 Lowest | 2,500 ₹1,24,000 | 2,517.5 ₹1,24,868 |
| 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) | 74.4 | cum | 6,570 ₹4,88,808 Lowest | 7,300 ₹5,43,120 | 7,187.1 ₹5,34,720.24 |
| 1.00 | OD143290/2026-2027: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 | 3,151 ₹3,151 Lowest | 3,500 ₹3,500 | 3,377.4 ₹3,377.4 |
Tender Value
₹8.5 L
EMD Value
₹21,183
Closing Date
14 Aug 2026, 6:00 pmClosed
Assistant Engineer
Office of The Assistant Executive Engineer LID and EW Sub Division Balussery
Road works
2026_LSGD_864551_1
06/26-27/AE/BLY
Open Tender
Civil Works - Roads
Item Rate
300 days
Balussery
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
Yes
₹21,183
Yes
19 Aug 2026
7 Aug 2026
17 Aug 2026
7 Aug 2026
14 Aug 2026
7 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road concrete | |||||
| 1.001 | 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 | - | - |
| 1.002 | 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 | - | - |
| 1.003 | 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 | - | - |
| 1.004 | 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 | - | - |
| 1.005 | OD143290/2026-2027: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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