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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.7 LAccepted-AOC THRISSUR THRISSUR KERALA 680582 | THRISSUR | KERALA | 680582 | L1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical | - | Rejected-Technical second |
| Sl No | Description | Qty | Unit | Abdulkhader AV L1 | JAMAL KADAMANKOTTIL L2 |
|---|---|---|---|---|---|
| 1.00SIDE PROTECTION | |||||
| 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 | 40.46 | cum | 941.83 ₹38,109.27 Lowest | 950 ₹38,439.85 |
| 1.00 | OD460161/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. (60.7.1 modified for Mord) | 61.2 | cum | 4,160.22 ₹2,54,605.46 Lowest | 4,300 ₹2,63,160 |
| 1.00 | 12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204<br> For height upto 5 m <br> III. R.C.C grade M 20 | 5.25 | cum | 10,457.41 ₹54,901.4 Lowest | 10,500 ₹55,125 |
| 1.00 | 12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | 0.41 | tonne | 1,00,926.12 ₹41,379.71 Lowest | 1,10,926 ₹45,479.66 |
| 1.00 | OD463909/2025-2026:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | 3.41 | cum | 8,655.27 ₹29,540.44 Lowest | 8,910 ₹30,409.83 |
| 1.01 | 13.1.1.3:Providing and laying reinforced cement concrete in super structure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 <br>. 1. R.C.C grade M20 <br> (iii) For design mix RCC M20 | 39.2 | cum | 11,192.26 ₹4,38,680.63 Lowest | 11,292 ₹4,42,589.94 |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 3.92 | tonne | 1,00,437.31 ₹3,93,714.26 Lowest | 1,00,800 ₹3,95,136 |
| 1.01 | OD464292/2025-2026:
Providing and fixing granite name board of any size as approved by Engineer -in-Charge, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3 kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. | 0.75 | sqm | 8,605.17 ₹6,453.88 Lowest | 8,820 ₹6,615 |
| 1.01 | OD464293/2025-2026: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 | 14 | cum | 947.54 ₹13,265.56 Lowest | 960 ₹13,440 |
Tender Value
₹12.7 L
EMD Value
₹31,766
Closing Date
9 Mar 2026, 3:00 pmClosed
Office of the Assistant Engineer, LID EW Section,
Office of the Assistant Engineer, LID EW Section,
MLA - SDF, 2024-25 Construction of approach road for the Pullamkandam Thekkekkara bridge , Madakkathara GP
2026_LSGD_841992_2
MLASDF/2025-26/MDK/LSGD/T_1
Open Tender
Civil Works - Roads
Item Rate
180 days
Office of the Assistant Engineer, LID EW Section
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹31,766
Yes
20 Jul 2026
28 Feb 2026
11 Mar 2026
28 Feb 2026
9 Mar 2026
28 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1SIDE PROTECTION | |||||
| 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 | - | cum | - | - |
| 1.002 | OD460161/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. (60.7.1 modified for Mord) | - | cum | - | - |
| 1.003 | 12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204<br> For height upto 5 m <br> III. R.C.C grade M 20 | - | cum | - | - |
| 1.004 | 12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | 1 | tonne | - | - |
| 1.005 | OD463909/2025-2026:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | 1 | cum | - | - |
| 1.006 | 13.1.1.3:Providing and laying reinforced cement concrete in super structure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 <br>. 1. R.C.C grade M20 <br> (iii) For design mix RCC M20 | - | cum | - | - |
| 1.007 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | - | tonne | - | - |
| 1.008 | OD464292/2025-2026:
Providing and fixing granite name board of any size as approved by Engineer -in-Charge, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3 kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. | - | sqm | - | - |
| 1.009 | OD464293/2025-2026: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 | - | cum | - | - |
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