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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹8.5 LAccepted-AOC | 1 | Accepted-AOC L1 |
| Sl No | Description | Qty | Unit | DINSHAD L1 |
|---|---|---|---|---|
| 1.00ROAD SIDE PROTECTION WALL | ||||
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 27 | cum | 405.51 ₹10,948.77 Lowest |
| 1.00 | OD302118/2025-2026:Dry Rubble Masonry-Dry Rubble Without Concrete Levelling Coarse Masonry With Good quality Blasted Rubble Including Packing to Compactness to Lines and Levels ,Cost ,Conveyance of All Materials, Labour Charges etc Complete as per Directions.. | 120.5 | cum | 3,821.24 ₹4,60,459.42 Lowest |
| 1.00 | 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 For height upto 5 m II. P.C.C. grade M 20 (i) Nominal mix (1:2:4) | 6 | cum | 9,243.41 ₹55,460.46 Lowest |
| 1.00 | 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 For height upto 5 m I. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | 2.5 | cum | 8,546.23 ₹21,365.58 Lowest |
| 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 | 0.48 | tonne | 92,702.5 ₹44,497.2 Lowest |
| 1.01 | 3.4:Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | 30.5 | cum | 608.66 ₹18,564.13 Lowest |
| 1.01 | OD302117/2025-2026:Filling with Quarry Muck-
Filling up Low Lying and Water Logged Areas with Local Material/ Quarry Muck, Spreading in Layers, Leveling the Top at Site and Consolidation by Ramming, etc Complete for Improving the CBR value of Subgrade | 33.6 | cum | 944.2 ₹31,725.12 Lowest |
| 1.01 | 4.9:Wet Mix Macadam <br> Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. <br> By Mechanical Means with 1 km lead | 33.6 | cum | 3,449.9 ₹1,15,916.64 Lowest |
| 1.01 | 75.5.2.3pb:Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. | 227.5 | sqm | 18.71 ₹4,256.53 Lowest |
Tender Value
₹8.5 L
EMD Value
₹21,170
Closing Date
3 Jun 2026, 9:00 amClosed
SECRETARY
KUNNAMANGALAM BLOCK PANCHAYATH
MPLADS-25-26-Kandangal Ayyappankunnu Chennipparambu road Kodiyathur GP
2026_CRD_844235_3
D/64/2025
Open Tender
Civil Works - Roads
Item Rate
180 days
Kodiyathur
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
Yes
₹21,170
Yes
17 Jul 2026
25 May 2026
4 Jun 2026
25 May 2026
3 Jun 2026
25 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1ROAD SIDE PROTECTION WALL | |||||
| 1.001 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | - | cum | - | - |
| 1.002 | OD302118/2025-2026:Dry Rubble Masonry-Dry Rubble Without Concrete Levelling Coarse Masonry With Good quality Blasted Rubble Including Packing to Compactness to Lines and Levels ,Cost ,Conveyance of All Materials, Labour Charges etc Complete as per Directions.. | - | cum | - | - |
| 1.003 | 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 For height upto 5 m II. P.C.C. grade M 20 (i) Nominal mix (1:2:4) | - | cum | - | - |
| 1.004 | 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 For height upto 5 m I. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | - | cum | - | - |
| 1.005 | 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 | - | tonne | - | - |
| 1.006 | 3.4:Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | - | cum | - | - |
| 1.007 | OD302117/2025-2026:Filling with Quarry Muck-
Filling up Low Lying and Water Logged Areas with Local Material/ Quarry Muck, Spreading in Layers, Leveling the Top at Site and Consolidation by Ramming, etc Complete for Improving the CBR value of Subgrade | - | cum | - | - |
| 1.008 | 4.9:Wet Mix Macadam <br> Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. <br> By Mechanical Means with 1 km lead | - | cum | - | - |
| 1.009 | 75.5.2.3pb:Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. | - | sqm | - | - |
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