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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.4 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹4.2 L+₹81,165 (24.0%)Rejected-Finance MADAARI HOUSE CHERUPPA P O 673661 | CHERUPPA | KOZHIKODE | KERALA | 673661 | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | ABDUL SALEEM M L1 | MUBASHIR M L2 |
|---|---|---|---|---|---|
| 1.00side protection work | |||||
| 1.00 | 2.7.D:Dismantling Stone Masonry as per Technical Specification Clause 202.<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.<br> (D) Dry Rubble Masonry | 22.32 | cum | 441.31 ₹9,850.04 Lowest | 1,500 ₹33,480 |
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 11.39 | cum | 65.78 ₹749.5 Lowest | 256 ₹2,916.86 |
| 1.00 | OD438487/2025-2026:DR with Departmental Stone -DRY RUBBLE MASONRY -Dry rubble without concrete
levelling course using departmental rubble including packing to compactness to lines and
levels,labour charge etc.complete as per direction of Departmental officers at site.( od based on
60.7.8 od irrigation) | 15.62 | cum | 1,641.88 ₹25,652.73 Lowest | 4,000 ₹62,496 |
| 1.00 | OD431094/2025-2026:DRY RUBBLE MASONRY: Dry rubble without concrete levelling course masonry with good quality blastd rubble including packing to compactness to lines and levels, cost and conveyance of all materials and labour charges etc. complete. | 32.18 | cum | 3,821.24 ₹1,22,982.79 Lowest | 4,000 ₹1,28,736 |
| 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) | 1.33 | cum | 8,775.72 ₹11,671.71 Lowest | 9,000 ₹11,970 |
| 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 For height upto 5 m III. R.C.C grade M 20 | 2.47 | cum | 9,605.33 ₹23,744.38 | 7,500 ₹18,540 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 | 0.1 | tonne | 92,702.33 ₹9,177.53 Lowest | 95,000 ₹9,405 |
| 2.00Tarring | |||||
| 2.00 | 75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates <br> Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. | 35.8 | sqm | 296 ₹10,596.8 Lowest | 450 ₹16,110 |
Tender Value
₹3.4 L
EMD Value
₹8,473
Closing Date
6 Feb 2026, 6:00 pmClosed
AE
LID EW PUTHUPPADY GP
CIVIL WORK
2026_LSGD_832020_1
170/2025/AE/LSGD/PDY
Open Tender
Civil Works - Roads
Item Rate
180 days
PUTHUPPADY GP
Please refer Tender documents.
8 documents required · 8 mandatory
₹750
Yes
₹8,473
Yes
9 Jul 2026
30 Jan 2026
9 Feb 2026
30 Jan 2026
6 Feb 2026
30 Jan 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1side protection work | |||||
| 1.001 | 2.7.D:Dismantling Stone Masonry as per Technical Specification Clause 202.<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.<br> (D) Dry Rubble Masonry | - | cum | - | - |
| 1.002 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | - | cum | - | - |
| 1.003 | OD438487/2025-2026:DR with Departmental Stone -DRY RUBBLE MASONRY -Dry rubble without concrete
levelling course using departmental rubble including packing to compactness to lines and
levels,labour charge etc.complete as per direction of Departmental officers at site.( od based on
60.7.8 od irrigation) | - | cum | - | - |
| 1.004 | OD431094/2025-2026:DRY RUBBLE MASONRY: Dry rubble without concrete levelling course masonry with good quality blastd rubble including packing to compactness to lines and levels, cost and conveyance of all materials and labour charges etc. complete. | 1 | cum | - | - |
| 1.005 | 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 | - | - |
| 1.006 | 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 For height upto 5 m III. R.C.C grade M 20 | - | cum | - | - |
| 1.007 | 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 | - | - |
| 2Tarring | |||||
| 2.001 | 75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates <br> Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. | 1 | sqm | - | - |
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