Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | l1₹3.6 LAccepted-Finance ERINJAD GRAMA PANCHAYATH | l1 | Accepted-Finance L1 | |
| 2 | L2₹4.0 L+₹39,482 (11.0%)Accepted-Finance | L2 | Accepted-Finance L2 | |
| 3 | L3₹4.1 L+₹48,833 (13.6%)Rejected-Finance | L3 | Rejected-Finance L3 | |
| 4 | L4₹4.1 L+₹52,032 (14.4%)Rejected-Finance | L4 | Rejected-Finance L4 | |
| 5 | L5₹4.2 L+₹63,184 (17.5%)Rejected-Finance | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | liyon L4 | MANOJKUMAR M.R L2 | JOSEPH K P L1 | JOHN BOSCO S L5 | FRANCIS K C L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00INTERLOCK TILE PAVING WORK | ||||||||
| 1.00 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 154 | sqm | 16 ₹2,464 | 13.83 ₹2,129.82 | 12.38 ₹1,906.52 Lowest | 14.63 ₹2,253.02 | 14.15 ₹2,179.1 |
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 33.3 | cum | 66 ₹2,197.8 | 57.74 ₹1,922.74 | 55.89 ₹1,861.14 Lowest | 61.17 ₹2,036.96 | 59.08 ₹1,967.36 |
| 1.00 | 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. (ii) Using Gravel mix soil. | 20.35 | cum | 2,300 ₹46,805 | 2,145.74 ₹43,665.81 | 1,922.61 ₹39,125.11 Lowest | 2,272.92 ₹46,253.92 | 2,195.91 ₹44,686.77 |
| 1.00 | OD110871/2026-2027:Construction of granular sub-base by providing local material spreading in uniform layers
spreading in layers, leveling the top at site and consolidation by ramming, etc complete for
improving the CBR value of subgrade | 9.8 | cum | 2,300 ₹22,540 | 2,005.62 ₹19,655.08 | 1,748.1 ₹17,131.38 Lowest | 2,125.22 ₹20,827.16 | 2,052.52 ₹20,114.7 |
| 1.00 | OD32463/2026-2027:Supplying and laying interlocking CC paver block tiles ,80mm or nearest size thickness,minimum strength M40, including providing a layer of 6mm aggregate for 5 cm thickness, then laying interlock cc paver blocks in lines and levels as per the directions of departmental officers at site inclusive of all cost and conveyance charge etc. complete (Morth 55.23 modified) | 154 | sqm | 950 ₹1,46,300 | 1,004.91 ₹1,54,756.14 | 901.96 ₹1,38,901.84 Lowest | 1,064.47 ₹1,63,928.38 | 1,028.41 ₹1,58,375.14 |
| 1.01 | 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) | 22.15 | cum | 8,600 ₹1,90,490 | 7,935.5 ₹1,75,771.33 | 7,211.1 ₹1,59,725.87 Lowest | 8,405.87 ₹1,86,190.02 | 8,121.06 ₹1,79,881.48 |
| 1.01 | OD104589/2026-2027:Labour engaged | 2 | Day | 800 ₹1,600 Lowest | 973 ₹1,946 | 856.52 ₹1,713.04 | 1,029.38 ₹2,058.76 | 996.58 ₹1,993.16 |
Tender Value
₹4.6 L
EMD Value
₹11,572
Closing Date
23 Sept 2026, 6:00 pmClosed
Assistant Engineer, LSGD Section, Kadukutty GP
O/o Assistant Engineer, LSGD Section, Kadukutty GP
Annual plan 2026-27 KDY Pr No S0106/27 Renovation works on Panampilly raghavamenon road ward 4 Kadukutty GP Chalakudy BP
2026_LSGD_869311_10
T2/AE/LSGD/KDY/2026-27
Open Tender
Civil Works - Roads
Item Rate
270 days
O/o Assistant Engineer, LSGD Section, Kadukutty GP
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,025
Yes
₹11,572
Yes
3 Oct 2026
14 Sept 2026
25 Sept 2026
14 Sept 2026
23 Sept 2026
14 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1INTERLOCK TILE PAVING WORK | |||||
| 1.001 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 154 | sqm | - | - |
| 1.002 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 33.3 | cum | - | - |
| 1.003 | 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. (ii) Using Gravel mix soil. | 20.35 | cum | - | - |
| 1.004 | OD110871/2026-2027:Construction of granular sub-base by providing local material spreading in uniform layers
spreading in layers, leveling the top at site and consolidation by ramming, etc complete for
improving the CBR value of subgrade | 9.8 | cum | - | - |
| 1.005 | OD32463/2026-2027:Supplying and laying interlocking CC paver block tiles ,80mm or nearest size thickness,minimum strength M40, including providing a layer of 6mm aggregate for 5 cm thickness, then laying interlock cc paver blocks in lines and levels as per the directions of departmental officers at site inclusive of all cost and conveyance charge etc. complete (Morth 55.23 modified) | 154 | sqm | - | - |
| 1.006 | 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) | 22.15 | cum | - | - |
| 1.007 | OD104589/2026-2027:Labour engaged | 2 | Day | - | - |
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
finance_1473270.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 • 0.29 MB
Tendernotice_2.pdf
PDF • 0.25 MB
Tendernotice_3.pdf
PDF • 0.25 MB
pa106.pdf
Tender Documents • 0.26 MB
fp106.pdf
Tender Documents • 0.25 MB
fee.pdf
Other Document • 0.34 MB
aft106.pdf
Other Document • 0.24 MB
106.pdf
Tender Documents • 0.63 MB
BOQ_1473270.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 .