Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹25.0 LAccepted-AOC CHELAMATTOM VALLAM KARAYIL HOUSE | KANNUR | KERALA | 670511 | ₹25.0 L | L1 | Accepted-AOC AGREEMENT EXECUTED |
| 2 | Rejected-Technical | - | - | Rejected-Technical L3 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | MPM CONSTRUCTIONS L3 | SARASWATHI BUILDERS L2 | GEORGE JOSEPH L1 |
|---|---|---|---|---|---|---|
| 1.00Tile | ||||||
| 1.00 | 3.4:Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | 258 | cum | 600 ₹1,54,800 Lowest | 655 ₹1,68,990 | 668.09 ₹1,72,367.22 |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material | 181 | cum | 3,500 ₹6,33,500 | 3,300 ₹5,97,300 | 3,287.81 ₹5,95,093.61 Lowest |
| 1.00 | OD313249/2025-2026::Providing and Laying of Interlocking Concrete Block Pavements using 80 mm M40
hydraulic blocks of approved size, design & shape, laid in required pattern over and including a
compacted
bed of 6mm stone aggregate of 50mm average thickness, etc. all complete as per the direction
of Engineering charge. | 1,290 | sqm | 1,350 ₹17,41,500 | 1,185 ₹15,28,650 | 1,142.93 ₹14,74,379.7 Lowest |
| 1.00 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 4.96 | cum | 9,000 ₹44,640 Lowest | 9,180 ₹45,532.8 | 9,048.93 ₹44,882.69 |
| 1.00 | OD317160/2025-2026:Supplying and fixing in place granite name board of slab area less tha 0.9 sqm including engraving and painting lettetrs etc complete as per direction of Engineer in charge at site OD 79/21-22 | 0.6 | sqm | 30,000 ₹18,000 | 10,800 ₹6,480 | 8,638.45 ₹5,183.07 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) | 18.6 | cum | 8,800 ₹1,63,680 Lowest | 9,550 ₹1,77,630 | 11,115.77 ₹2,06,753.32 |
Tender Value
₹25.4 L
EMD Value
₹50,000
Closing Date
3 Mar 2026, 3:05 pmClosed
Executive Engineer
O/o the Executive Engineer, LSGD Division, Kakkanad, Ernakulam
Refer tender document
2026_LSGD_834108_2
ET185/MLA-ADS/EE/LSGD/25-26
Open Tender
Civil Works - Others
Item Rate
240 days
O/o The Executive Engineer
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
10 Jun 2026
24 Feb 2026
4 Mar 2026
24 Feb 2026
3 Mar 2026
24 Feb 2026
3.4:Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material
OD313249/2025-2026::Providing and Laying of Interlocking Concrete Block Pavements using 80 mm M40 hydraulic blocks of approved size, design & shape, laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness, etc. all complete as per the direction of Engineering charge.
75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)
OD317160/2025-2026:Supplying and fixing in place granite name board of slab area less tha 0.9 sqm including engraving and painting lettetrs etc complete as per direction of Engineer in charge at site OD 79/21-22
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)
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1415753.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 • 0.04 MB
Tendernotice_1.pdf
PDF • 0.06 MB
viewnit.pdf
Tender Documents • 0.04 MB
viewsbd.pdf
Tender Documents • 1.73 MB
Requisitionfore-payment.pdf
Tender Documents • 0.17 MB
BOQ_1415753.xls
BOQ • 0.30 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 .