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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹76.4 LAdmitted-Fee/PreQual/Technical/Finance KOZHIKODAN H POTHUHANA P O WAYANAD | WAYANAD | WAYANAD | KERALA | ₹76.4 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹77.8 L+₹1.4 L (1.84%)Admitted-Fee/PreQual/Technical/Finance CALICUT ROAD KAKKATTIL CALICUT | KOZHIKODE | KERALA | 612906 | ₹77.8 L+₹1.4 L (1.84%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹82.8 L+₹6.3 L (8.30%)Admitted-Fee/PreQual/Technical/Finance | ₹82.8 L+₹6.3 L (8.30%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | KALPETTA ZONE LABOUR CONTRCT CO-OPERATIVE SOCIETY LTD L2 | RAHMAS L1 | OVERSEAS CONSTRUCTION AND LABOUR CONTRACT SAHAKARANA SANGHAM L3 |
|---|---|---|---|---|---|---|
| 1.00Road Renovation | ||||||
| 1.00 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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. | 2,670 | sqm | 14.94 ₹39,889.8 | 12.28 ₹32,787.6 Lowest | 13.3 ₹35,511 |
| 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. | 366.6 | cum | 1 ₹366.6 Lowest | 54.18 ₹19,862.39 | 58.7 ₹21,519.42 |
| 1.00 | OD431241/2025-2026:Granular sub-base/base/surface course with local materials obtained from the scarification by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil.(MoRD item 4.44.2 Modified) | 80.1 | cum | 190.13 ₹15,229.41 | 156.23 ₹12,514.02 Lowest | 169.2 ₹13,552.92 |
| 1.00 | 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil. | 293.7 | cum | 2,087 ₹6,12,951.9 | 1,906.18 ₹5,59,845.07 Lowest | 2,064.4 ₹6,06,314.28 |
| 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) | 560.7 | cum | 8,033 ₹45,04,103.1 | 7,334.63 ₹41,12,527.04 Lowest | 7,943.4 ₹44,53,864.38 |
| 1.01 | 14.5.1:Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 Stone/Boulder | 6 | cum | 2,811.54 ₹16,869.24 | 2,310.24 ₹13,861.44 Lowest | 2,502 ₹15,012 |
| 1.01 | 11.1.1.1:Excavation for Structures 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. I. Ordinary soil (i) Upto 3 m depth | 164.4 | cum | 1 ₹164.4 Lowest | 722.3 ₹1,18,746.12 | 782.3 ₹1,28,610.12 |
| 1.01 | OD402159/2025-2026:DRY RUBBLE MASONRY with hard 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. | 226.8 | cum | 5,770.74 ₹13,08,803.83 | 4,741.82 ₹10,75,444.78 Lowest | 5,135.4 ₹11,64,708.72 |
| 1.01 | 12.5.1.1: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> I. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 4.5 | cum | 10 ₹45 Lowest | 7,135.7 ₹32,110.65 | 7,728 ₹34,776 |
Tender Value
Refer Docs
EMD Value
₹50,000
Closing Date
7 Aug 2026, 6:00 pmClosed
Secretary,Pozhuthana GP
Pozhuthana Grama panchayath,Pozhuthana.
GENERAL-TRDM-Plantation Chennaikkavala Road Renovation in Sugandhagiri Resettlement Area/1.10 Cr/Pozhuthana GP-General Civil Work
2026_DP_863113_1
PGP/TNDR/1/2026-27
Open Tender
Civil Works - Roads
Item Rate
Pozhuthana GP
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
₹50,000
Yes
13 Aug 2026
29 Jul 2026
10 Aug 2026
29 Jul 2026
7 Aug 2026
29 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road Renovation | |||||
| 1.001 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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 | 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 | OD431241/2025-2026:Granular sub-base/base/surface course with local materials obtained from the scarification by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil.(MoRD item 4.44.2 Modified) | 1 | cum | - | - |
| 1.004 | 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil. | 1 | cum | - | - |
| 1.005 | 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 | - | - |
| 1.006 | 14.5.1:Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 Stone/Boulder | - | cum | - | - |
| 1.007 | 11.1.1.1:Excavation for Structures 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. I. Ordinary soil (i) Upto 3 m depth | - | cum | - | - |
| 1.008 | OD402159/2025-2026:DRY RUBBLE MASONRY with hard 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. | - | cum | - | - |
| 1.009 | 12.5.1.1: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> I. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | - | cum | - | - |
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