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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.3 LAdmitted-Fee/PreQual/Technical/Finance SOUPARNIKA P O VELLUR | KERALA | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹10.6 L+₹1.3 L (13.6%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹11.7 L+₹2.3 L (25.0%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | Radhakrishnan P K V L1 | AKHILESH V L2 | C VIJESH L3 |
|---|---|---|---|---|---|---|
| 1.00Drainage construction | ||||||
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 116.8 | cum | 58.05 ₹6,780.24 Lowest | 65.97 ₹7,705.3 | 72.57 ₹8,476.18 |
| 1.00 | OD168239/2026-2027:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 &amp; 1203 &lt;br&gt; I. P.C.C grade M 10
&lt;br&gt; (i) Nominal mix 1:3:6 | 14.6 | cum | 7,108.86 ₹1,03,789.36 Lowest | 8,078.25 ₹1,17,942.45 | 8,886.08 ₹1,29,736.77 |
| 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 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 51.1 | cum | 7,225.15 ₹3,69,205.17 Lowest | 8,210.38 ₹4,19,550.42 | 9,031.42 ₹4,61,505.56 |
| 1.00 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20 | 21.9 | cum | 8,120.55 ₹1,77,840.05 Lowest | 9,227.9 ₹2,02,091.01 | 10,150.69 ₹2,22,300.11 |
| 1.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 1.97 | tonne | 82,492.51 ₹1,62,592.74 Lowest | 93,741.49 ₹1,84,764.48 | 1,03,115.64 ₹2,03,240.93 |
| 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. <br>(ii) Using Gravel mix soil. | 8.1 | cum | 2,041.42 ₹16,535.5 Lowest | 2,319.8 ₹18,790.38 | 2,551.78 ₹20,669.42 |
| 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) | 12.15 | cum | 7,855.02 ₹95,438.49 Lowest | 8,926.16 ₹1,08,452.84 | 9,818.78 ₹1,19,298.18 |
Tender Value
₹10.6 L
EMD Value
₹26,482
Closing Date
1 Oct 2026, 6:00 pmClosed
Assistant Engineer LSGD, Azhikode GP
Assistant Engineer LSGD, Azhikode GP
314/26-27 DRAINEGE CONSTRUCTION ON SNEHA SANGAMAM STREET 3 ROAD
2026_LSGD_870331_16
AE/LIDEW/AKD/ET3/26-27
Open Tender
Civil Works - Roads
Item Rate
180 days
Azhikode
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹26,482
Yes
3 Oct 2026
19 Sept 2026
3 Oct 2026
19 Sept 2026
1 Oct 2026
19 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Drainage construction | |||||
| 1.001 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 116.8 | cum | - | - |
| 1.002 | OD168239/2026-2027:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 &amp; 1203 &lt;br&gt; I. P.C.C grade M 10
&lt;br&gt; (i) Nominal mix 1:3:6 | 14.6 | cum | - | - |
| 1.003 | 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 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 51.1 | cum | - | - |
| 1.004 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20 | 21.9 | cum | - | - |
| 1.005 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 1.97 | tonne | - | - |
| 1.006 | 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. | 8.1 | 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) | 12.15 | cum | - | - |
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