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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.9 LAdmitted-Fee/PreQual/Technical/Finance WARD 3 KERALA | THRISSUR | KERALA | 680667 | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹2.1 L+₹20,101.89 (10.8%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹2.2 L+₹30,809.86 (16.6%)Admitted-Fee/PreQual/Technical/Finance THENOOR VILLAGE OFFICE ROAD IN WARD 7 | PALAKKAD | KERALA | 678001 | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | MANOJKUMAR R S L1 | SALMAN L2 | GALAXY CONSTRUCTION L3 |
|---|---|---|---|---|---|---|
| 1.00ROAD CONCRETE,SIDEWALL,IRISH | ||||||
| 1.00 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 78 | sqm | 9.99 ₹779.22 Lowest | 13 ₹1,014 | 14.13 ₹1,102.14 |
| 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) | 11.7 | cum | 7,950 ₹93,015 Lowest | 8,032 ₹93,974.4 | 8,444.79 ₹98,804.04 |
| 1.00 | OD47250/2026-2027:Surface dressing of the ground in all kinds of soil including removing vegetation and in-qualities not exceeding 15cm deep and disposal of rubbish,lead up to 50m & lift up to1.5m | 33.75 | 1 sqm | 10 ₹337.5 Lowest | 30 ₹1,012.5 | 32.45 ₹1,095.19 |
| 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) | 5.06 | cum | 7,550 ₹38,225.65 Lowest | 8,025 ₹40,630.58 | 8,436.36 ₹42,713.29 |
| 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 | 5.6 | cum | 10 ₹56 Lowest | 790 ₹4,424 | 831.63 ₹4,657.13 |
| 1.01 | 75.7.1:DRY RUBBLE MASONRY with hard stone, including 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. | 9.6 | cum | 5,000 ₹48,000 Lowest | 5,751 ₹55,209.6 | 6,046.58 ₹58,047.17 |
| 1.01 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20 | 0.8 | cum | 4,015.79 ₹3,212.63 Lowest | 8,232 ₹6,585.6 | 8,730.25 ₹6,984.2 |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.04 | tonne | 60,000 ₹2,160 Lowest | 84,367 ₹3,037.21 | 88,686.14 ₹3,192.7 |
Tender Value
₹2.5 L
EMD Value
₹6,132
Closing Date
10 Jul 2026, 6:00 pmClosed
AE
LIDEW section Nilamel
Renovation of Puthussery Karodu Nettayam Road
2026_LSGD_858348_16
02/TNDR/AE/LIDEW/NML/2026-27
Open Tender
Civil Works - Roads
Item Rate
120 days
Nilamel GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
Yes
₹6,132
Yes
31 Jul 2026
3 Jul 2026
14 Jul 2026
3 Jul 2026
10 Jul 2026
3 Jul 2026
3 Jul 2026 - 10 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1ROAD CONCRETE,SIDEWALL,IRISH | |||||
| 1.001 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | - | sqm | - | - |
| 1.002 | 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) | 1 | cum | - | - |
| 1.003 | OD47250/2026-2027:Surface dressing of the ground in all kinds of soil including removing vegetation and in-qualities not exceeding 15cm deep and disposal of rubbish,lead up to 50m & lift up to1.5m | - | 1 sqm | - | - |
| 1.004 | 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) | 1 | cum | - | - |
| 1.005 | 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 | - | - |
| 1.006 | 75.7.1:DRY RUBBLE MASONRY with hard stone, including 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. | 1 | cum | - | - |
| 1.007 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20 | - | cum | - | - |
| 1.008 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | - | tonne | - | - |
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