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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.8 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹10.0 L+₹18,872.70 (1.92%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | JAISAL A L2 | ABDUL SALAM SEETHIVEETIL L1 |
|---|---|---|---|---|---|
| 1.00RIVER SIDE PROTECTION | |||||
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> 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 | 69.6 | cum | 390 ₹27,142.83 Lowest | 390 ₹27,142.83 Lowest |
| 1.00 | OD186523/2026-2027:Coconut Pile - Supplying and stacking well matured straight coconut post for driving down
throug various strata bellow bed level including cost coveyance labour charges etc complete. (
Details for 7.5m Details forAv. 7.50m long coconut post, Av 25cm dia
3.14X(0.125)X(0.125)X7.5= 0.368m3 | 1,254 | metre | 145 ₹1,81,830 Lowest | 145 ₹1,81,830 Lowest |
| 1.00 | OD186562/2026-2027:Coconut Pile - Driving down coconut pile to lines and levels through soft to medium clay soil
strata including all hire charges and labour and all other appliances necessary for pile driving
down after pointing the bottom end.Details for one post of 6m long 15 nos per day 6*15=90m | 1,254 | metre | 230 ₹2,88,420 Lowest | 230 ₹2,88,420 Lowest |
| 1.00 | OD186563/2026-2027:Filling with Quarry Muck &amp;amp;lt;br&amp;amp;gt; Filling up low lying and water logged
areas with
local
material/ quarry muck, spreading in layers, leveling the top at site and consolidation by
ramming, etc complete for improving the CBR value of subgrade | 15.68 | cum | 850 ₹13,323.75 Lowest | 850 ₹13,323.75 Lowest |
| 1.00 | OD186569/2026-2027:60.7.1-DAR
DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good
quality blasted rubble including packing to compactness to lines and levels cost and conveyance
of all materials labour charges etc. complete as per direction of Departmental officers at site | 117.04 | cum | 3,800 ₹4,44,752 | 3,670 ₹4,29,536.8 Lowest |
| 1.01 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 5.22 | cum | 9,000 ₹47,025 | 8,300 ₹43,367.5 Lowest |
Tender Value
₹10.2 L
EMD Value
₹25,417
Closing Date
26 Sept 2026, 6:00 pmClosed
Assistant Engineer
Office of the Assistant Executive Engineer, LID-EW Sub Division, Vatakara Municipality
Urban Agglomeration Project-Construction of Thode side wall at koyilandi valapp bagam puzhayoram
2026_LSGD_870263_1
AE/LSGD/VMC/470/2026-27
Open Tender
Civil Works - Others
Item Rate
180 days
Vatakara Municipality
Please refer Tender documents
7 documents required · 7 mandatory
₹2,760
Yes
₹25,417
Yes
29 Sept 2026
17 Sept 2026
28 Sept 2026
17 Sept 2026
26 Sept 2026
17 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1RIVER SIDE PROTECTION | |||||
| 1.001 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> 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 | 69.6 | cum | - | - |
| 1.002 | OD186523/2026-2027:Coconut Pile - Supplying and stacking well matured straight coconut post for driving down
throug various strata bellow bed level including cost coveyance labour charges etc complete. (
Details for 7.5m Details forAv. 7.50m long coconut post, Av 25cm dia
3.14X(0.125)X(0.125)X7.5= 0.368m3 | 1,254 | metre | - | - |
| 1.003 | OD186562/2026-2027:Coconut Pile - Driving down coconut pile to lines and levels through soft to medium clay soil
strata including all hire charges and labour and all other appliances necessary for pile driving
down after pointing the bottom end.Details for one post of 6m long 15 nos per day 6*15=90m | 1,254 | metre | - | - |
| 1.004 | OD186563/2026-2027:Filling with Quarry Muck &amp;amp;lt;br&amp;amp;gt; Filling up low lying and water logged
areas with
local
material/ quarry muck, spreading in layers, leveling the top at site and consolidation by
ramming, etc complete for improving the CBR value of subgrade | 15.68 | cum | - | - |
| 1.005 | OD186569/2026-2027:60.7.1-DAR
DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good
quality blasted rubble including packing to compactness to lines and levels cost and conveyance
of all materials labour charges etc. complete as per direction of Departmental officers at site | 117.04 | cum | - | - |
| 1.006 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 5.23 | cum | - | - |
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