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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.5 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | Madhu j L1 |
|---|---|---|---|---|
| 1.00IRUMPIL POTTAYIL ROAD INTERLOCK | ||||
| 1.00 | OD239725/2026-2027:Surface dressing of the ground in all kinds of soil including removing vegetation and inequalities not exceeding 15cm deep and disposal of rubbish ,lead upto 50m and lift upto 1.5 | 175 | sqm | 37.56 ₹6,573 Lowest |
| 1.00 | OD227087/2026-2027:Filling siol gravel mix/GSB | 17.5 | cum | 1,863.2 ₹32,606 Lowest |
| 1.00 | OD224631/2026-2027:Interlocking Concrete Block Pavement providing and Laying of Interlocking Concrete Block
using M40 grade,80 mm thick Hydraulic tiles having thickness 80 mm , approved size, shape
and laid in required pattern over and including a compacted bed of 6mm stone aggregates of 50
mm average thickness etc complete as per the direction of engineer in charg | 165 | sqm | 1,195.03 ₹1,97,179.95 Lowest |
| 1.00 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 1.52 | cum | 939.88 ₹1,433.32 Lowest |
| 2.00KULATHINKARA ROAD RE-TARRING | ||||
| 2.00 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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. | 247.5 | sqm | 16.36 ₹4,049.1 Lowest |
| 2.00 | 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 | 18.56 | cum | 3,832.66 ₹71,145.67 Lowest |
| 2.00 | 5.1.1a:Prime Coat :- Low porosity <br> 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 | 247.5 | sqm | 117.14 ₹28,992.15 Lowest |
| 2.00 | 5.2.3a:Tack Coat <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. | 247.5 | sqm | 25.61 ₹6,338.48 Lowest |
Tender Value
₹8.5 L
EMD Value
₹21,166
Closing Date
30 Oct 2026, 4:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
AEE
OFFICE OF AEE NEYYATTINKARA MUNICIPALITY
GENERAL-GENERAL 467/2026- 27,NEYYATTINKARA MUNCIPALITY ,POTTAYIL KULATHINKARA ROAD INTERLOCK-IRUMPIL WARD POTTAYIL KULATHINKARA ROAD INTERLOCK
2026_LSGD_881126_16
E5/AEE/LSGD/2026 SECOND
Open Tender
Civil Works - Roads
Item Rate
180 days
NEYYATTINKARA MUNICIPALITY
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
Yes
₹21,166
Yes
5 Nov 2026
23 Oct 2026
2 Nov 2026
23 Oct 2026
30 Oct 2026
23 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1IRUMPIL POTTAYIL ROAD INTERLOCK | |||||
| 1.001 | OD239725/2026-2027:Surface dressing of the ground in all kinds of soil including removing vegetation and inequalities not exceeding 15cm deep and disposal of rubbish ,lead upto 50m and lift upto 1.5 | 175 | sqm | - | - |
| 1.002 | OD227087/2026-2027:Filling siol gravel mix/GSB | 17.5 | cum | - | - |
| 1.003 | OD224631/2026-2027:Interlocking Concrete Block Pavement providing and Laying of Interlocking Concrete Block
using M40 grade,80 mm thick Hydraulic tiles having thickness 80 mm , approved size, shape
and laid in required pattern over and including a compacted bed of 6mm stone aggregates of 50
mm average thickness etc complete as per the direction of engineer in charg | 165 | sqm | - | - |
| 1.004 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 1.53 | cum | - | - |
| 2KULATHINKARA ROAD RE-TARRING | |||||
| 2.001 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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. | 247.5 | sqm | - | - |
| 2.002 | 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 | 18.56 | cum | - | - |
| 2.003 | 5.1.1a:Prime Coat :- Low porosity <br> 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 | 247.5 | sqm | - | - |
| 2.004 | 5.2.3a:Tack Coat <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. | 247.5 | sqm | - | - |
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