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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.4 LAdmitted-Fee/PreQual/Technical/Finance DAKSHINA KOYILANDY KOZHIKODE 673305 | KOZHIKODE | KERALA | 673305 | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹5.6 L+₹22,355.39 (4.17%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | JAFAR SADIQUE P P L2 | ARJUN A S L1 |
|---|---|---|---|---|---|
| 1.00road | |||||
| 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 | 39 | cum | 370.24 ₹14,439.36 Lowest | 380 ₹14,820 |
| 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. | 21.9 | cum | 13.52 ₹296.09 | 11.32 ₹247.91 Lowest |
| 1.00 | 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | 6.5 | cum | 7,548.69 ₹49,066.49 Lowest | 7,800 ₹50,700 |
| 1.00 | 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | 17.77 | cum | 7,377.11 ₹1,31,128.13 Lowest | 7,510.3 ₹1,33,495.58 |
| 1.00 | 12.5.4:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m IV. R.C.C. grade M 25 | 8.78 | cum | 9,217.7 ₹80,885.32 | 8,000 ₹70,200 Lowest |
| 1.01 | 12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | 0.79 | tonne | 84,637.39 ₹66,863.54 | 75,000 ₹59,250 Lowest |
| 1.01 | OD93939/2026-2027:Filling up low ling area and water logged areas with local materials quarry muck spreading in layers ,levelling the top at site and consolidation by ramming etc complete for improving the CBR value of subgrade | 5.62 | cum | 862.13 ₹4,841.72 Lowest | 900 ₹5,054.4 |
| 1.01 | 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. (ii) Using Gravel mix soil. | 14.6 | cum | 2,084.65 ₹30,435.89 | 1,800 ₹26,280 Lowest |
| 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) | 21.5 | cum | 8,020.23 ₹1,72,394.84 | 7,800 ₹1,67,661 Lowest |
Tender Value
₹6.1 L
EMD Value
₹15,279
Closing Date
30 Sept 2026, 11:00 amClosed
ASSTISTANT ENGINEER
ASSISTANT ENGINEER , LSGD SECTION CHENGOTTUKAVU GP
REFER TENDER DOCUMENTS
2026_LSGD_870913_1
AE/LSGD/CKV/76/26-27
Open Tender
Civil Works - Roads
Item Rate
240 days
CHENGOTTUKAVU
Please refer Tender documents.
10 documents required · 10 mandatory
₹1,350
Yes
₹15,279
Yes
3 Oct 2026
23 Sept 2026
1 Oct 2026
23 Sept 2026
30 Sept 2026
23 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1road | |||||
| 1.001 | 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 | 39 | cum | - | - |
| 1.002 | 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. | 21.9 | cum | - | - |
| 1.003 | 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | 6.5 | cum | - | - |
| 1.004 | 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | 17.78 | cum | - | - |
| 1.005 | 12.5.4:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m IV. R.C.C. grade M 25 | 8.78 | cum | - | - |
| 1.006 | 12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | 0.79 | tonne | - | - |
| 1.007 | OD93939/2026-2027:Filling up low ling area and water logged areas with local materials quarry muck spreading in layers ,levelling the top at site and consolidation by ramming etc complete for improving the CBR value of subgrade | 5.62 | cum | - | - |
| 1.008 | 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. (ii) Using Gravel mix soil. | 14.6 | cum | - | - |
| 1.009 | 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) | 21.5 | cum | - | - |
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