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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.0 LAccepted-AOC MUTHALAMADA GRAMA PANCHAYAT | MUTHALAMADA | PALAKKAD | KERALA | 678508 | L1 | Accepted-AOC L1 | |
| 2 | L2₹3.0 L+₹8,871.32 (3.00%)Rejected-Finance MUTHALAMADA GRAMA PANCHAYAT | MUTHALAMADA | PALAKKAD | KERALA | 678508 | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | R SASI L2 | ANANTHAN.E.N L1 |
|---|---|---|---|---|---|
| 1.00Road Rennovation | |||||
| 1.00 | OD458843/2025-2026:Surface dressing of the ground including removing vegetation and in equalities not exceeding 15cm deep and disposal of rubble lead upto 50 m lift up to 1.5 m. All kinds of soil. | 81 | per sqm | 37.08 ₹3,003.48 | 36 ₹2,916 Lowest |
| 1.00 | OD458880/2025-2026:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method, Construction of granular sub-base by providing well graded material, spreading in uniform
layers on prepared surface, mixing by mix in place method and compacting to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material | 8.1 | cum | 3,234.2 ₹26,197.02 | 3,140 ₹25,434 Lowest |
| 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) | 12.15 | cum | 9,836.5 ₹1,19,513.48 | 9,550 ₹1,16,032.5 Lowest |
| 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 | 1.26 | cum | 969.23 ₹1,221.23 | 941 ₹1,185.66 Lowest |
| 1.00 | 11.4.1.1: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 | 0.42 | cum | 9,270 ₹3,893.4 | 9,000 ₹3,780 Lowest |
| 1.01 | 12.5.2.1: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> II. P.C.C. grade M 20 <br>(i) Nominal mix (1:2:4) | 1.26 | cum | 10,361.8 ₹13,055.87 | 10,060 ₹12,675.6 Lowest |
| 1.01 | OD458912/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete leveling course masonry with good
quality blasted rubble including packing to compactness to lines and levels cost and conveyance
of all materials labour charges etc.complete as per direction of Departmental officers at site | 12.7 | cum | 4,274.5 ₹54,286.15 | 4,150 ₹52,705 Lowest |
| 1.01 | 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 | 0.2 | tonne | 1,03,947.6 ₹20,789.52 | 1,00,920 ₹20,184 Lowest |
| 1.01 | 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 | 5.55 | cum | 10,763.5 ₹59,737.43 | 10,450 ₹57,997.5 Lowest |
Tender Value
₹3.0 L
EMD Value
₹7,404
Closing Date
2 Mar 2026, 6:30 pmClosed
Assistant Engineer
O/o The Assistant Engineer LID EW Section Muthalam
Civil works
2026_LSGD_839631_1
84/E5/AE/LID and EW/MLDA/25-26
Open Tender
Civil Works - Roads
Item Rate
180 days
Muthalamada GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹655
₹7,404
Yes
16 Jun 2026
23 Feb 2026
4 Mar 2026
23 Feb 2026
2 Mar 2026
23 Feb 2026
Road Rennovation
OD458843/2025-2026:Surface dressing of the ground including removing vegetation and in equalities not exceeding 15cm deep and disposal of rubble lead upto 50 m lift up to 1.5 m. All kinds of soil.
OD458880/2025-2026:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method, Construction of granular sub-base by providing well graded material, spreading in uniform layers on prepared surface, mixing by mix in place method and compacting to achieve the desired density, complete as per Technical Specification Clause 401. (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)
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
11.4.1.1: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
12.5.2.1: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> II. P.C.C. grade M 20 <br>(i) Nominal mix (1:2:4)
OD458912/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete leveling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc.complete as per direction of Departmental officers at site
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
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
OD458848/2025-2026:Supplying and Providing readymade GI Nameboard with all conveyance , labour and hirecharges etc complete using GI hollow tube of size 80 x 40 x 1.4 mm post, 40 x 20 x 1.4 mm outer frame , 0.6 mm thick iron sheet of size 90 x 60 cm with two coat of Enamel painting over a coat of Primer ,lettering with suitable colour and size, fixing the post in ground with CC 1:2:4 etc complete
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