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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.7 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹4.7 L+₹187.92 (0.04%)Admitted-Fee/PreQual/Technical/Finance MUDIYAKKAL BEKAL PO KASARAGOD | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹4.8 L+₹11,086.32 (2.36%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹4.8 L+₹11,314.20 (2.41%)Admitted-Fee/PreQual/Technical/Finance | L4 | Admitted-Fee/PreQual/Technical/Finance | |
| 5 | L5₹4.8 L+₹12,146.56 (2.58%)Admitted-Fee/PreQual/Technical/Finance KASARAGOD | KASARAGOD | KASARAGOD | KERALA | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | ABDUL RAHIMAN K A L6 | k a abdulla L2 | M A ASHRAF L4 | M.H. ABDUL KHADER L3 | HRM Enterprises L5 | ABDUL LATHIEF M A L12 | MUHAMMAD NOWFAL N A L9 | C M ABDUL RAHIMAN L10 | ABDUL KHADER C A L8 | MRSCO BUILDERS PVT LTD L7 | HANEEFA K L11 | Bhovas Alias Chandrabose L1 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 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. | 62.64 | cum | 10.8 ₹676.51 | 13 ₹814.32 | 10 ₹626.4 Lowest | 10.5 ₹657.72 | 10.89 ₹682.15 | 10.66 ₹667.74 | 11.71 ₹733.51 | 11.23 ₹703.45 | 10.23 ₹640.81 | 10.71 ₹670.87 | 11.76 ₹736.65 | 10 ₹626.4 Lowest |
| 1.00 | 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil. | 40.2 | cum | 1,667.97 ₹67,052.39 | 1,600 ₹64,320 Lowest | 1,659 ₹66,691.8 | 1,659 ₹66,691.8 | 1,662.57 ₹66,835.31 | 1,784.25 ₹71,726.85 | 1,726.61 ₹69,409.72 | 1,732.73 ₹69,655.75 | 1,725.44 ₹69,362.69 | 1,669.57 ₹67,116.71 | 1,774.58 ₹71,338.12 | 1,600 ₹64,320 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) | 64.8 | cum | 6,418.46 ₹4,15,916.21 | 6,250 ₹4,05,000 Lowest | 6,388 ₹4,13,942.4 | 6,384 ₹4,13,683.2 | 6,397.77 ₹4,14,575.5 | 6,846.57 ₹4,43,657.74 | 6,644.28 ₹4,30,549.34 | 6,667.68 ₹4,32,065.66 | 6,639.79 ₹4,30,258.39 | 6,424.76 ₹4,16,324.45 | 6,828.73 ₹4,42,501.7 | 6,250 ₹4,05,000 Lowest |
Tender Value
₹6.8 L
EMD Value
₹16,949
Closing Date
9 Nov 2026, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Asst. Engineer
LID EW Section Uduma G.P
PRO No. 130/26-27 CONCRETING OF VEDIKKUNNU KALLADA MILL OPPOSITE ROAD-WARD 8
2026_LSGD_884203_11
03/AE/LID and EW/UP/2026-27
Open Tender
Civil Works - Roads
Item Rate
180 days
Uduma G.P
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,495
Yes
₹16,949
Yes
11 Nov 2026
31 Oct 2026
11 Nov 2026
31 Oct 2026
9 Nov 2026
31 Oct 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. | 62.64 | cum | - | - |
| 1.002 | 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil. | 40.2 | 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) | 64.8 | cum | - | - |
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