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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.5 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | RENJITH K P L1 |
|---|---|---|---|---|
| 1.00FOOTPATH | ||||
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m 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. | 4.8 | cum | 72.57 ₹348.34 Lowest |
| 1.00 | OD315170/2025-2026:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10
<br> (i) Nominal mix 1:3:6 | 4.8 | cum | 8,886.08 ₹42,653.18 Lowest |
| 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) | 15.6 | cum | 9,031.44 ₹1,40,890.46 Lowest |
| 1.00 | 3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 24.6 | cum | 70.44 ₹1,732.82 Lowest |
| 1.00 | OD451011/2025-2026: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. | 8.2 | cum | 2,497.95 ₹20,483.19 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) | 21.75 | cum | 9,818.89 ₹2,13,560.86 Lowest |
| 1.01 | OD387619/2025-2026:Providing and fixing hand rail of approved size by welding etc to steel ladder railing ,balcony
railing,staircaserailing, and similar works including applying priming coat of approved steel
primer,GI Pipes.
Details of cost for hand rail of railing of two flights of staircase, length of hand rail = 5.40 m
MATERIAL: G.I. pipe 40 mm nominal bore = 5.40m Add wastage @ 5% = 0.27m Total = 5.67 | 1,344.13 | kg | 240.26 ₹3,22,941.88 Lowest |
| 1.01 | OD393367/2025-2026:Pumping or Bailing out water and removing slush etc by using pump set including cost
of labour, oil hire charges of pumpset, etc complete | 7 | hour | 369.58 ₹2,587.06 Lowest |
Tender Value
₹6.8 L
EMD Value
₹16,936
Closing Date
2 Jul 2026, 6:00 pmClosed
Assistant Engineer LSGD, Azhikode GP
Assistant Engineer LSGD, Azhikode GP
RETENDER365/25-26 CONSTRUCTION OF FOOTPATH NEAR BOAT PALAM MUSLYAR THODU
2026_LSGD_856172_9
AE/LIDEW/AKD/ET2/26-27
Open Tender
Civil Works - Roads
Item Rate
180 days
Azhikode
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,495
Yes
₹16,936
Yes
6 Jul 2026
20 Jun 2026
4 Jul 2026
20 Jun 2026
2 Jul 2026
20 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1FOOTPATH | |||||
| 1.001 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m 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. | 1 | cum | - | - |
| 1.002 | OD315170/2025-2026: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 | 1 | 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 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | 1 | cum | - | - |
| 1.004 | 3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | - | cum | - | - |
| 1.005 | OD451011/2025-2026: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. | 1 | cum | - | - |
| 1.006 | 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 | - | - |
| 1.007 | OD387619/2025-2026:Providing and fixing hand rail of approved size by welding etc to steel ladder railing ,balcony
railing,staircaserailing, and similar works including applying priming coat of approved steel
primer,GI Pipes.
Details of cost for hand rail of railing of two flights of staircase, length of hand rail = 5.40 m
MATERIAL: G.I. pipe 40 mm nominal bore = 5.40m Add wastage @ 5% = 0.27m Total = 5.67 | 1 | kg | - | - |
| 1.008 | OD393367/2025-2026:Pumping or Bailing out water and removing slush etc by using pump set including cost
of labour, oil hire charges of pumpset, etc complete | - | hour | - | - |
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