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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 2₹3.1 L−₹2.7 L (87.9%)Accepted-AOC | 2 | Accepted-AOC Agreement executed by the lowest bidder | |
| 2 | 1₹3.1 LRejected-Finance | 1 | Rejected-Finance Lowest bid approved by board |
| Sl No | Description | Qty | Unit | SAJEESH.P L1 | FAIZAL V P L2 |
|---|---|---|---|---|---|
| 1.00Road concrete | |||||
| 1.00 | OD67898/2025-2026:2.28.1 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 1.5 m. | 224.2 | sqm | 27 ₹6,053.4 | 18 ₹4,035.6 Lowest |
| 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. | 2.5 | cum | 49 ₹122.5 Lowest | 309.75 ₹774.38 |
| 1.00 | OD67892/2025-2026:Filling with quarry muck
Filling up low lying and water logged areas with local materials/ quarry muck spreading in layers, levelling the top at site and consolidation by ramming etc complete for improving the CBR value of sub grade. | 2.96 | cum | 696.4 ₹2,064.83 Lowest | 1,500 ₹4,447.5 |
| 1.00 | OD67894/2025-2026: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.
(i) Using naturally occuring gravel | 22.36 | cum | 1,721 ₹38,481.56 Lowest | 2,100 ₹46,956 |
| 1.00 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 37.38 | cum | 7,029.3 ₹2,62,755.23 Lowest | 8,500 ₹3,17,730 |
| 1.01 | 10.3.B:Direction and place indentification signs up to 0.9 sqm size board B. Semi-Reflective Traffic signs Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 | 0.51 | sqm | 3,677 ₹1,875.27 Lowest | 8,500 ₹4,335 |
Tender Value
₹4.2 L
EMD Value
₹10,591
Closing Date
29 Jan 2026, 4:00 pmClosed
Assistant Engineer, Pookottukavu GP
Office of the Assistant Engineer, Pookottukavu GP
ET-04/25-26/AE/LSGD/PKV-1-Annual Plan 2025-26-Pookottukavu Grama Panchayat - Aikkarakkunnu road concrete-Proj.No.82/25-26
2026_LSGD_828408_1
T-04/2025-26/AE/LSGD/PKV
Open Tender
Civil Works - Roads
Item Rate
180 days
Pookottukavu
Please refer Tender documents.
11 documents required · 11 mandatory
₹935
Yes
₹10,591
Yes
12 Oct 2026
17 Jan 2026
31 Jan 2026
17 Jan 2026
29 Jan 2026
17 Jan 2026
Road concrete
OD67898/2025-2026:2.28.1 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 1.5 m.
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.
OD67892/2025-2026:Filling with quarry muck Filling up low lying and water logged areas with local materials/ quarry muck spreading in layers, levelling the top at site and consolidation by ramming etc complete for improving the CBR value of sub grade.
OD67894/2025-2026: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. (i) Using naturally occuring gravel
75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
10.3.B:Direction and place indentification signs up to 0.9 sqm size board B. Semi-Reflective Traffic signs Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
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