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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹49.0 LAccepted-AOC | ₹49.0 L | L1 | Accepted-AOC L1 Execute the agreement |
| 2 | L2₹51.3 L+₹2.3 L (4.64%)Rejected-AOC | ₹51.3 L+₹2.3 L (4.64%) | L2 | Rejected-AOC L1 Execute the agreement |
| 3 | L3₹51.3 L+₹2.3 L (4.64%)Rejected-AOC | ₹51.3 L+₹2.3 L (4.64%) | L3 | Rejected-AOC L1 Execute the agreement |
| 4 | L4₹52.6 L+₹3.6 L (7.37%)Rejected-AOC | ₹52.6 L+₹3.6 L (7.37%) | L4 | Rejected-AOC L1 Execute the agreement |
| Sl No | Description | Qty | Unit | SUNIL XAVIER L4 | N D JOHNSON L2 | M A ABHIJITH L1 | RIYAS K V L3 |
|---|---|---|---|---|---|---|---|
| 1.00Appendix A - Road, Culvert and Side protection (MoRD Roads) | |||||||
| 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. | 270 | sqm | 18.89 ₹5,100.3 | 18.41 ₹4,970.7 | 17.54 ₹4,735.8 Lowest | 18.41 ₹4,970.7 |
| 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 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | 27 | cum | 10,621.72 ₹2,86,786.44 | 10,351.67 ₹2,79,495.09 | 9,892.6 ₹2,67,100.2 Lowest | 10,351.6 ₹2,79,493.2 |
| 1.00 | 11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br>III. P.C.C. grade M 20 (i) Nominal mix (1:2:4) | 23 | cum | 11,227.1 ₹2,58,223.3 | 10,941.66 ₹2,51,658.18 | 10,456.42 ₹2,40,497.66 Lowest | 10,941.66 ₹2,51,658.18 |
| 1.00 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20 | 47 | cum | 11,666.71 ₹5,48,335.37 | 11,370.09 ₹5,34,394.23 | 10,865.85 ₹5,10,694.95 Lowest | 11,370.1 ₹5,34,394.7 |
| 1.00 | 11.4.5:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203V. R.C.C. grade M 25 | 25 | cum | 12,233.24 ₹3,05,831 | 11,922.22 ₹2,98,055.5 | 11,393.49 ₹2,84,837.25 Lowest | 11,922.22 ₹2,98,055.5 |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 5.7 | tonne | 1,18,516.03 ₹6,75,541.37 | 1,15,502.9 ₹6,58,366.53 | 1,10,380.6 ₹6,29,169.42 Lowest | 1,15,502.91 ₹6,58,366.59 |
| 1.01 | 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. | 85 | cum | 2,931.2 ₹2,49,152 | 2,856.68 ₹2,42,817.8 | 2,729.99 ₹2,32,049.15 Lowest | 2,856.68 ₹2,42,817.8 |
| 1.01 | 4.9:Wet Mix Macadam 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. By Mechanical Means with 1 km lead | 125 | cum | 4,425.76 ₹5,53,220 | 4,313.23 ₹5,39,153.75 | 4,121.95 ₹5,15,243.75 Lowest | 4,313.24 ₹5,39,155 |
| 1.01 | 5.1.1a:Prime Coat :- Low porosity Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 | 830 | sqm | 94.48 ₹78,418.4 | 92.08 ₹76,426.4 | 87.99 ₹73,031.7 Lowest | 92.08 ₹76,426.4 |
Tender Value
₹44.6 L
EMD Value
₹50,000
Closing Date
23 May 2026, 6:00 pmClosed
Executive Engineer
Harbour Engineering Department Division office munambam Ernakulam
UCR in Thrissur Dt-Improvements to Cheguvera Road in Ward 39 in Guruvayoor Muncipality
2026_HED_850710_1
HED/CEHED/26/2026-2027
Open Tender
Civil Works - Roads
Item Rate
Guruvayur thrissur
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹50,000
Yes
14 Sept 2026
14 May 2026
25 May 2026
14 May 2026
23 May 2026
14 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Appendix A - Road, Culvert and Side protection (MoRD Roads) | |||||
| 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 | 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 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | - | cum | - | - |
| 1.003 | 11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br>III. P.C.C. grade M 20 (i) Nominal mix (1:2:4) | - | cum | - | - |
| 1.004 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20 | - | cum | - | - |
| 1.005 | 11.4.5:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203V. R.C.C. grade M 25 | - | cum | - | - |
| 1.006 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | - | tonne | - | - |
| 1.007 | 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. | - | cum | - | - |
| 1.008 | 4.9:Wet Mix Macadam 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. By Mechanical Means with 1 km lead | - | cum | - | - |
| 1.009 | 5.1.1a:Prime Coat :- Low porosity Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 | - | sqm | - | - |
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