Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.4 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹9.9 L+₹49,300.49 (5.26%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹10.2 L+₹78,571.90 (8.38%)Admitted-Fee/PreQual/Technical/Finance OTTAKANDATHIL HOUSE PARAVOOTHARA CHENDAMANGALAM P O PIN 683512 | CHENDAMANGALAM | ERNAKULAM | KERALA | 683512 | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | VISHNUDAS K R L2 | BIJU.O.P L3 | sandeep tn L1 |
|---|---|---|---|---|---|---|
| 1.00Interlock Tile Road | ||||||
| 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 | 5.78 | cum | 428.7 ₹2,475.74 Lowest | 441 ₹2,546.78 | 441 ₹2,546.78 |
| 1.00 | 11.4.1.1: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 | 5.78 | cum | 8,740.42 ₹50,475.93 Lowest | 9,000 ₹51,975 | 9,000 ₹51,975 |
| 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 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 16.5 | cum | 8,541.75 ₹1,40,938.88 | 8,796 ₹1,45,134 | 8,000 ₹1,32,000 Lowest |
| 1.00 | OD25969/2026-2027:Filling up low lying and waterlogged areas with local material/quarry muck, spreading in layers,
levelling the top at site, and consolidation by ramming etc for improving CBR of subgrade.
Material | 58.1 | cum | 1,769.84 ₹1,02,827.7 | 1,822 ₹1,05,858.2 | 1,600 ₹92,960 Lowest |
| 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 | 63.73 | cum | 3,241.08 ₹2,06,570.23 | 3,337 ₹2,12,683.7 | 3,000 ₹1,91,205 Lowest |
| 1.01 | OD25968/2026-2027:Providing and laying of Interlocking Concrete block pavements using 80mm M40 Hydraulic
blocks approved size, design and 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 duirection
of Engineer in charge | 396.24 | sqm | 1,153.75 ₹4,57,161.9 | 1,188 ₹4,70,733.12 | 1,110 ₹4,39,826.4 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) | 2.86 | cum | 9,277.14 ₹26,504.79 Lowest | 9,554 ₹27,295.78 | 9,500 ₹27,141.5 |
Tender Value
₹10.2 L
EMD Value
₹25,411
Closing Date
28 Jul 2026, 6:00 pmClosed
ASSISTANT ENGINEER
O/O ASSISTANT ENGINEER LID EW SECTION EZHIKKARA G P
ROD CONSTRUCTION
2026_LSGD_861740_1
AE/EZH/26-27/T7
Open Tender
Civil Works - Roads
Item Rate
180 days
EZHIKKARA G P
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹25,411
Yes
28 Sept 2026
21 Jul 2026
30 Jul 2026
21 Jul 2026
28 Jul 2026
21 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Interlock Tile Road | |||||
| 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 | - | cum | - | - |
| 1.002 | 11.4.1.1: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 | - | 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 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | - | cum | - | - |
| 1.004 | OD25969/2026-2027:Filling up low lying and waterlogged areas with local material/quarry muck, spreading in layers,
levelling the top at site, and consolidation by ramming etc for improving CBR of subgrade.
Material | - | cum | - | - |
| 1.005 | 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 | 1 | cum | - | - |
| 1.006 | OD25968/2026-2027:Providing and laying of Interlocking Concrete block pavements using 80mm M40 Hydraulic
blocks approved size, design and 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 duirection
of Engineer in charge | - | sqm | - | - |
| 1.007 | 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) | - | cum | - | - |
stage.html
html • 0.02 MB
finance_1457363.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 • 0.05 MB
BOQ_1457363.xls
BOQ • 0.30 MB
SBD.pdf
Tender Documents • 1.87 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 .