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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.5 LAccepted-AOC | ₹5.5 L | L1 | Accepted-AOC L1 |
| 2 | L2₹5.6 LRejected-AOC | ₹5.6 L | L2 | Rejected-AOC Being L2 Rejected |
| 3 | l3₹6.0 LRejected-AOC | ₹6.0 L | l3 | Rejected-AOC Being L3 Rejected |
| Sl No | Description | Qty | Unit | Moideen.E L2 | RAJESH P L1 | K. BABURAJ L3 |
|---|---|---|---|---|---|---|
| 1.00Road Conctre | ||||||
| 1.00 | OD195443/2025-2026: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. All kinds of soil | 480 | 1 sqm | 24.25 ₹11,640 | 24 ₹11,520 | 25.98 ₹12,470.40 |
| 1.00 | OD195442/2025-2026: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 | 6.75 | cum | 600 ₹4,050 | 614 ₹4,144.50 | 669.91 ₹4,521.89 |
| 1.00 | OD195441/2025-2026: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 | 46.8 | cum | 2,075 ₹97,110 | 2,040 ₹95,472 | 2,223.1 ₹1.0 L |
| 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) | 70.2 | cum | 6,280 ₹4.4 L | 6,206 ₹4.4 L | 6,761.57 ₹4.7 L |
| 1.00 | 10.3.B:Direction and place indentification signs up to 0.9 sqm size board <br> B. Semi-Reflective Traffic signs <br> 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 | 0.9 | sqm | 2,640 ₹2,376 | 3,247 ₹2,922.30 | 3,537.24 ₹3,183.52 |
Tender Value
₹8.5 L
EMD Value
₹21,177
Closing Date
30 Sept 2025, 3:00 pmClosed
Assistant Engineer
Office of AEE, LID and EW Sreekrishnapuram BP
Annual Plan- Sreekrishnapuram Block panchayath 2025-26-Nellikunnu Road concreting in karimpuzha Gp.(p.no.127/26)
2025_LSGD_800678_5
ET-05/25-26/AEE/SKPM dt 19.09.2025
Open Tender
Civil Works - Roads
240 days
Sreekrishnapuram
As per SBD
9 documents required · 9 mandatory
₹1,870
₹21,177
Yes
22 May 2026
22 Sept 2025
4 Oct 2025
22 Sept 2025
30 Sept 2025
22 Sept 2025
Amount
Road Conctre
OD195443/2025-2026: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. All kinds of soil
OD195442/2025-2026: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
OD195441/2025-2026: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
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 <br> B. Semi-Reflective Traffic signs <br> 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
Moideen.E (BID ID -2366445)
K. BABURAJ (BID ID -2366608)
Bidder Name
Moideen.E
RAJESH P
K. BABURAJ
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