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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹8.8 LAccepted-AOC | 1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical | - | Rejected-Technical L3 | |
| 3 | Rejected-Technical | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | Krishnakumar Krishnan Nair L3 | BIJU M L1 | AJIKUMAR R L2 |
|---|---|---|---|---|---|---|
| 1.00Construction of Road | ||||||
| 1.00 | 11.1.1.1:Excavation for Structures <br> Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. <br> I. Ordinary soil <br> (i) Upto 3 m depth | 36.29 | cum | 500 ₹18,144 Lowest | 530 ₹19,232.64 | 800 ₹29,030.4 |
| 1.00 | OD491933/2025-2026:DRY RUBBLE MASONRY with hard stone , excluding Through/ Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications. | 99.79 | cum | 4,000 ₹3,99,168 | 4,000 ₹3,99,168 | 3,800 ₹3,79,209.6 Lowest |
| 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) | 2.83 | cum | 7,000 ₹19,845 | 6,200 ₹17,577 Lowest | 8,500 ₹24,097.5 |
| 1.00 | OD491934/2025-2026::Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5m. All kinds of soil. (Mord) | 270 | sqm | 25 ₹6,750 | 24 ₹6,480 Lowest | 38 ₹10,260 |
| 1.00 | OD491932/2025-2026:Filling up low lying and water logged areas with local material/Quarry muck, spreading in layers levelling the top at site and consolidation by ramming etc complete for improving the CBR value of subgrade. | 15 | cum | 650 ₹9,750 Lowest | 780 ₹11,700 | 850 ₹12,750 |
| 1.01 | 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) | 63 | cum | 6,900 ₹4,34,700 | 6,600 ₹4,15,800 Lowest | 6,800 ₹4,28,400 |
| 1.01 | OD492014/2025-2026:Filling with Contractor's own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50m and lift up to1.5m as per direction of site engineer in charge. | 21 | cum | 250 ₹5,250 Lowest | 300 ₹6,300 | 355 ₹7,455 |
| 1.01 | OD491931/2025-2026:supplying and fixing granite name board wth 60*45 cm in size. | 1 | each | 200 ₹200 Lowest | 2,000 ₹2,000 | 2,000 ₹2,000 |
Tender Value
₹12.7 L
EMD Value
₹31,772
Closing Date
2 Mar 2026, 6:00 pmClosed
Assistant Engineer
Office of the Asst.Executive Engineer,LSGD Sub Division,Parakkodu BP
Parakkodu Block Panchayat -Annual Plan 2025-2026-Project n o . 2 3 0 / 2 6 - N i l a k k a l S h a r a d a l a y a m Bangalikkonam Road Construction in ward no.13 of Kadampanadu GP
2026_LSGD_839078_1
9/2026/AE/LSGD/PKD
Open Tender
Civil Works - Roads
Item Rate
180 days
Parakkodu
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
Yes
₹31,772
Yes
16 Jul 2026
23 Feb 2026
4 Mar 2026
23 Feb 2026
2 Mar 2026
23 Feb 2026
23 Feb 2026 - 2 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Construction of Road | |||||
| 1.001 | 11.1.1.1:Excavation for Structures <br> Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. <br> I. Ordinary soil <br> (i) Upto 3 m depth | 1 | cum | - | - |
| 1.002 | OD491933/2025-2026:DRY RUBBLE MASONRY with hard stone , excluding Through/ Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications. | 0.8 | cum | - | - |
| 1.003 | 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 | - | - |
| 1.004 | OD491934/2025-2026::Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5m. All kinds of soil. (Mord) | - | sqm | - | - |
| 1.005 | OD491932/2025-2026:Filling up low lying and water logged areas with local material/Quarry muck, spreading in layers levelling the top at site and consolidation by ramming etc complete for improving the CBR value of subgrade. | - | cum | - | - |
| 1.006 | 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) | - | cum | - | - |
| 1.007 | OD492014/2025-2026:Filling with Contractor's own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50m and lift up to1.5m as per direction of site engineer in charge. | - | cum | - | - |
| 1.008 | OD491931/2025-2026:supplying and fixing granite name board wth 60*45 cm in size. | - | each | - | - |
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