Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.9 LAccepted-AOC | L1 | Accepted-AOC Admitted L1 | |
| 2 | L2₹10.1 L+₹28,667.16 (2.91%)Rejected-AOC | L2 | Rejected-AOC Rejected L2 |
| Sl No | Description | Qty | Unit | P.T.XAVIER L1 | Kadavil Constructions L2 |
|---|---|---|---|---|---|
| 1.00Road formation & Side wall Construction | |||||
| 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 | 50.7 | cum | 427.82 ₹21,690.47 Lowest | 440.26 ₹22,321.18 |
| 1.00 | OD307424/2025-2026: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. | 351 | metre | 137.26 ₹48,178.26 Lowest | 141.25 ₹49,578.75 |
| 1.00 | OD307423/2025-2026:Coconut pile- Driving down coconut pile to lines and levels through various strata including all
hire charges and labour for fixing staging platform and all other appliances necessary for pile driving down after pointing the bottom end
Details for one post of 8m long | 292.5 | metre | 159.31 ₹46,598.18 Lowest | 163.94 ₹47,952.45 |
| 1.00 | OD307376/2025-2026:DRY RUBBLE MASONRY IN FOUNDATION AND SUPERSTRUCTURE WITHOUT
CONCRETE LEVELLING COURSE MASONRY WITH GOOD QUALITY BLASTED
RUBBLE INCLUDING PACKING TO COMPACTNESS TO LINE AND LEVELS
INCLUDING COST AND CONVEYANCE ETC COMPLETE (2018 DSR MODIFIED ITEM
NO 60.7.1) | 173 | cum | 4,031.25 ₹6,97,406.25 Lowest | 4,148.57 ₹7,17,702.61 |
| 1.00 | 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) | 4.7 | cum | 9,258.03 ₹43,512.74 Lowest | 9,527.46 ₹44,779.06 |
| 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 | 0.21 | tonne | 97,797.4 ₹20,733.05 Lowest | 1,00,643.54 ₹21,336.43 |
| 1.01 | OD307558/2025-2026:Construction of Embankment with Material obtained from Borrow Pits.
Construction of Embankment with Material obtained from Borrow Pits with a lift upto 1.5m
transporting to site,spreading,grading to required slope and compacting to meet requirement of
Tables 300.1 and 300.2 with a lead upto 1000m as per Technical Specification Clause
301.5(with roller) | 68.31 | cum | 654.91 ₹44,736.9 Lowest | 673.98 ₹46,039.57 |
| 1.01 | 4.11.1: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> (i) Using naturally occuring gravel | 25.8 | cum | 2,414.67 ₹62,298.49 Lowest | 2,484.94 ₹64,111.45 |
Tender Value
₹10.2 L
EMD Value
₹25,417
Closing Date
29 Oct 2025, 6:00 pmClosed
Assistant Engineer
LIDEW SECTION KUMARAKOM GP
Muthanteanada Temple- Thumbekayal Road Formation and Constrution of Retaining Wall in Ward-9 Project No. 95 (Re-Tender)
2025_LSGD_812872_1
95/AE/LIDEW/KGP/25-26
Open Tender
Civil Works - Roads
Item Rate
120 days
Kumarakom
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹25,417
Yes
6 Dec 2025
22 Oct 2025
31 Oct 2025
22 Oct 2025
29 Oct 2025
22 Oct 2025
Amount
Road formation & Side wall Construction
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
OD307424/2025-2026: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.
OD307423/2025-2026:Coconut pile- Driving down coconut pile to lines and levels through various strata including all hire charges and labour for fixing staging platform and all other appliances necessary for pile driving down after pointing the bottom end Details for one post of 8m long
OD307376/2025-2026:DRY RUBBLE MASONRY IN FOUNDATION AND SUPERSTRUCTURE WITHOUT CONCRETE LEVELLING COURSE MASONRY WITH GOOD QUALITY BLASTED RUBBLE INCLUDING PACKING TO COMPACTNESS TO LINE AND LEVELS INCLUDING COST AND CONVEYANCE ETC COMPLETE (2018 DSR MODIFIED ITEM NO 60.7.1)
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)
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
OD307558/2025-2026:Construction of Embankment with Material obtained from Borrow Pits. Construction of Embankment with Material obtained from Borrow Pits with a lift upto 1.5m transporting to site,spreading,grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000m as per Technical Specification Clause 301.5(with roller)
4.11.1: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> (i) Using naturally occuring gravel
Kadavil Constructions (BID ID -2415689)
Bidder Name
P.T.XAVIER
Kadavil Constructions
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1358716.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.28 MB
SBD95.pdf
Other Document • 2.37 MB
BOQ_1358716.xls
BOQ • 0.30 MB
NIT95.pdf
Tender Documents • 0.03 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .