Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.2 LAccepted-AOC EZHOME | L1 | Accepted-AOC L1 | |
| 2 | L2₹4.2 L+₹6,351.83 (1.52%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹4.6 L+₹46,590.52 (11.2%)Rejected-Finance | L3 | Rejected-Finance As per norms | |
| 4 | L3₹4.7 L+₹55,863.11 (13.4%)Rejected-Finance | L3 | Rejected-Finance As per norms |
Tender Value
₹4.2 L
EMD Value
₹10,585
Closing Date
7 Jan 2025, 1:00 pmClosed
Assistant Engineer
Office of the Assistant Engineer LSGD section Cheruthazham
Rennovation works to Nabard road Interlocking
2024_LSGD_720518_10
AE/LSGD/CHERT/02/2024
Open Tender
Civil Works - Roads
Item Rate
Cheruthazham
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,585
Yes
23 Feb 2025
30 Dec 2024
7 Jan 2025
30 Dec 2024
7 Jan 2025
30 Dec 2024
Amount
Road Rennovation
3.7:Removal of Unsuitable Soil with Disposal upto 1000 m <br> Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11
3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> 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.
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.
OD95721/2024-2025:Interlocking Concrete Block pavement. Providing and laying of interlocking concrete block pavement having thickness 80mm as per drawings and technical specification clause 1504.bedding with 6mm aggregate and filling joints with sand.
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)
OD96641/2024-2025: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
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)
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
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
KCN CONSTRUCTION LLP (BID ID -2051819)
K V BALAKRISHNAN (BID ID -2051936)
N V GANESHAN (BID ID -2052022)
Bidder Name
K V BALAKRISHNAN
RANJITH MV
N V GANESHAN
KCN CONSTRUCTION LLP
tech_eval.pdf
fin_eval.pdf
aoc.pdf
boq_comp_chart.xlsx
xlsx
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 .