Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹22.9 LAccepted-AOC MANGHATT VALAPPIL MEZHATHOOR PO THRITHALA GRAMA PANCHAYATH | 1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical PARAMBIL HOUSE KONDURKKARA PO AE | THRISSUR | KERALA | 679105 | - | Rejected-Technical L4 | |
| 3 | Rejected-Technical | - | Rejected-Technical L3 | |
| 4 | Rejected-Technical | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | ABDUL JALEEL P S L4 | abdul nishad L1 | MUHAMMED ALI P.S. L3 | MUHAMMED SHAFI P.A. L2 |
|---|---|---|---|---|---|---|---|
| 1.00PILAKKATTIRI SAMSKARIKA NILAYAM ROAD | |||||||
| 1.00 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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. | 624.75 | sqm | 15.81 ₹9,877.3 | 14.43 ₹9,015.14 Lowest | 15.42 ₹9,633.65 | 14.9 ₹9,308.78 |
| 1.00 | 6.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method<br> 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. <br> (i) For Grading I Material | 64.78 | cum | 3,296.82 ₹2,13,551.52 | 3,007.43 ₹1,94,806.28 Lowest | 3,216.38 ₹2,08,341.01 | 3,108.23 ₹2,01,335.6 |
| 1.00 | 3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m <br> Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 | 34 | cum | 53.98 ₹1,835.32 | 49.25 ₹1,674.5 Lowest | 52.67 ₹1,790.78 | 50.89 ₹1,730.26 |
| 1.00 | OD502164/2025-2026:Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum strength M 40 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.; complete. (Morth 55.22) | 595 | sqm | 1,219.83 ₹7,25,798.85 | 1,112.76 ₹6,62,092.2 Lowest | 1,190.07 ₹7,08,091.65 | 1,150.05 ₹6,84,279.75 |
| 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) | 31.8 | cum | 9,436.69 ₹3,00,096.18 | 8,608.34 ₹2,73,753.82 Lowest | 9,206.43 ₹2,92,773.68 | 8,896.88 ₹2,82,929.68 |
| 1.01 | OD501929/2025-2026:Engraving letters in hard stone for granite 100x75 cm size name board for inauguration ( including granite board & lettering ) Erecting and Fixing charges etc. | 1 | each | 4,422.28 ₹4,422.28 | 4,034.1 ₹4,034.1 Lowest | 4,314.38 ₹4,314.38 | 4,169.31 ₹4,169.31 |
| 2.00NEERKAD AMAKKAVU ROAD | |||||||
| 2.00 | OD209930/2023-2024:Surface dressing of the ground including removing vegetation and in-equalities not
exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5M in all kinds
of soil | 344.84 | per sqm | 36.29 ₹12,514.24 | 33.11 ₹11,417.65 Lowest | 35.41 ₹12,210.78 | 34.22 ₹11,800.42 |
| 2.00 | OD209929/2023-2024: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 manually mixing by mix in place method and compacting with rammers to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. | 34.48 | cum | 2,312.87 ₹79,757.01 | 2,109.85 ₹72,756.07 Lowest | 2,256.44 ₹77,811.08 | 2,180.57 ₹75,194.78 |
Tender Value
₹25.4 L
EMD Value
₹50,000
Closing Date
27 Mar 2026, 4:00 pmClosed
EXECUTIVE ENGINEER
EXECUTIVE ENGINEER OFFICE DIST PANCHAYAT PALAKKAD
LAC-ADS-Thrithala Constituency-2023-24- Construcion of Various 3 road works in Nagalassery Grama Panchayath
2026_LSGD_847299_10
22/ET/EE/2025-26 DT-12.03.2026
Open Tender
Civil Works - Roads
Item Rate
240 days
DISTRICT PANCHAYATH PALAKKAD
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
11 Jun 2026
19 Mar 2026
30 Mar 2026
19 Mar 2026
27 Mar 2026
19 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1PILAKKATTIRI SAMSKARIKA NILAYAM ROAD | |||||
| 1.001 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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. | - | sqm | - | - |
| 1.002 | 6.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method<br> 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. <br> (i) For Grading I Material | - | cum | - | - |
| 1.003 | 3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m <br> Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 | - | cum | - | - |
| 1.004 | OD502164/2025-2026:Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum strength M 40 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.; complete. (Morth 55.22) | - | sqm | - | - |
| 1.005 | 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) | 1 | cum | - | - |
| 1.006 | OD501929/2025-2026:Engraving letters in hard stone for granite 100x75 cm size name board for inauguration ( including granite board & lettering ) Erecting and Fixing charges etc. | - | each | - | - |
| 2NEERKAD AMAKKAVU ROAD | |||||
| 2.001 | OD209930/2023-2024:Surface dressing of the ground including removing vegetation and in-equalities not
exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5M in all kinds
of soil | 1 | per sqm | - | - |
| 2.002 | OD209929/2023-2024: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 manually mixing by mix in place method and compacting with rammers to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. | - | cum | - | - |
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1433088.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
Tendernotice_2.pdf
PDF • 0.12 MB
Tendernotice_3.pdf
PDF • 0.07 MB
Tendernotice_4.pdf
PDF • 0.06 MB
Tendernotice_5.pdf
PDF • 0.06 MB
Tendernotice_6.pdf
PDF • 0.62 MB
viewnit.pdf
Tender Documents • 0.03 MB
viewsbd.pdf
Tender Documents • 1.65 MB
BOQ_1433088.xls
BOQ • 0.31 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 .