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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.7 LAdmitted-Fee/PreQual/Technical/Finance NORTH TRIKARIPUR | THRISSUR | KERALA | 679105 | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹7.9 L+₹23,442.49 (3.05%)Admitted-Fee/PreQual/Technical/Finance PADINHARE VEETTIL ONAKKUNNU KARIVELLUR PAYYANUR MUNICIPALITY | KANNUR | KERALA | 670001 | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | THAMPAN.PV L2 | mvkunhikoran L1 |
|---|---|---|---|---|---|
| 1.00Retarring | |||||
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> 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. | 28.9 | cum | 61.68 ₹1,782.55 | 60.16 ₹1,738.62 Lowest |
| 1.00 | OD117176/2026-2027:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings
and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10
<br> (i) Nominal mix 1:3:6 | 3.4 | cum | 7,553.16 ₹25,680.74 | 7,367.36 ₹25,049.02 Lowest |
| 1.00 | 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | 8.35 | cum | 7,676.72 ₹64,100.61 | 7,487.88 ₹62,523.8 Lowest |
| 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<br> IV. R.C.C grade M 20 | 1.8 | cum | 8,628.09 ₹15,530.56 | 8,415.84 ₹15,148.51 Lowest |
| 1.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.14 | tonne | 87,648.29 ₹11,920.17 | 85,492.24 ₹11,626.94 Lowest |
| 1.01 | 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) | 7.5 | cum | 8,337.64 ₹62,532.3 | 8,132.55 ₹60,994.13 Lowest |
| 1.01 | 3.1:Preparation of Foundation for Embankment <br> Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means<br> Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4. | 270 | sqm | 44.52 ₹12,020.4 | 43.44 ₹11,728.8 Lowest |
| 1.01 | 75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates 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. | 124.9 | sqm | 282.76 ₹35,316.72 | 250.1 ₹31,237.49 Lowest |
| 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 | 40.5 | cum | 3,276.8 ₹1,32,710.4 | 3,196.2 ₹1,29,446.1 Lowest |
Tender Value
₹8.5 L
EMD Value
₹21,172
Closing Date
12 Oct 2026, 3:00 pmClosed
Aneesh K
Assistant engineer, LSGD Engineering wing, Payyannur municipality
Project No.116/27 -Punchakkad Muthappan temple road retarring and drainage construction
2026_LSGD_874259_6
AE/LSGD/ETNDR-03/2026-27
Open Tender
Civil Works - Roads
Item Rate
240 days
Payyannur Municipality
Please refer Tender documents.
10 documents required · 10 mandatory
₹1,870
Yes
₹21,172
Yes
15 Oct 2026
1 Oct 2026
15 Oct 2026
1 Oct 2026
12 Oct 2026
1 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Retarring | |||||
| 1.001 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> 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. | 28.9 | cum | - | - |
| 1.002 | OD117176/2026-2027:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings
and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10
<br> (i) Nominal mix 1:3:6 | 3.4 | cum | - | - |
| 1.003 | 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | 8.35 | 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<br> IV. R.C.C grade M 20 | 1.8 | cum | - | - |
| 1.005 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.14 | tonne | - | - |
| 1.006 | 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) | 7.5 | cum | - | - |
| 1.007 | 3.1:Preparation of Foundation for Embankment <br> Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means<br> Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4. | 270 | sqm | - | - |
| 1.008 | 75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates 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. | 124.9 | sqm | - | - |
| 1.009 | 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 | 40.5 | cum | - | - |
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