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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₹14.0 LAdmitted-Fee/PreQual/Technical/Finance MANIKANDA BHAVAN THENMALA | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹14.8 L+₹83,848.45 (6.00%)Admitted-Fee/PreQual/Technical/Finance 102 NIVEDIKA SASTHAMPURAM NJAYARAMBALAM ALAPPUZHA KERALA 688001 | ALAPPUZHA | KERALA | 688001 | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | Ravindran.M L1 | JOBIN C JOHNSON L2 |
|---|---|---|---|---|---|
| 1.00Road Maintenance | |||||
| 1.00 | OD43569/2026-2027: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 and consolidation of the aggregate received from scarifying with power road roller of 8 to 10 tonne capacity as per Technical Specification Clause 301.4 | 510 | sqm | 18 ₹9,180 Lowest | 18 ₹9,180 Lowest |
| 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) | 76.5 | cum | 9,047 ₹6,92,095.5 Lowest | 9,550 ₹7,30,575 |
| 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. | 19.05 | cum | 62 ₹1,181.1 Lowest | 65 ₹1,238.25 |
| 1.00 | 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) | 19.05 | cum | 9,038 ₹1,72,173.9 Lowest | 9,550 ₹1,81,927.5 |
| 2.00Tarring | |||||
| 2.00 | OD43577/2026-2027: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 and consolidation of the aggregate received from scarifying with power road roller of 8 to 10 tonne capacity as per Technical Specification Clause 301.4 | 351 | sqm | 18 ₹6,318 Lowest | 18 ₹6,318 Lowest |
| 2.00 | 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 | 29.02 | cum | 3,548 ₹1,02,980.7 Lowest | 3,548 ₹1,02,980.7 Lowest |
| 2.00 | 75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates 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 | 351 | sqm | 122 ₹42,822 Lowest | 122 ₹42,822 Lowest |
| 2.00 | 75.5.2.3pb:Tack Coat - With Packed Bitumen Rates 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. | 351 | sqm | 27 ₹9,477 Lowest | 27 ₹9,477 Lowest |
Tender Value
₹14.8 L
EMD Value
₹36,938
Closing Date
5 Nov 2026, 5:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Nayana D
Neduvathoor GP
Annual Plan-NDVR-53/27 PULLAMALA PHC AANAYAM ROAD MAINTENANCE IN WARD 17
2026_LSGD_883174_8
T1/2026-27/AE LID EW/NDVR
Open Tender
Civil Works - Roads
Item Rate
180 days
Neduvathoor GP
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹36,938
Yes
9 Nov 2026
28 Oct 2026
7 Nov 2026
28 Oct 2026
5 Nov 2026
28 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road Maintenance | |||||
| 1.001 | OD43569/2026-2027: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 and consolidation of the aggregate received from scarifying with power road roller of 8 to 10 tonne capacity as per Technical Specification Clause 301.4 | 510 | sqm | - | - |
| 1.002 | 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) | 76.5 | cum | - | - |
| 1.003 | 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. | 19.05 | cum | - | - |
| 1.004 | 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) | 19.05 | cum | - | - |
| 2Tarring | |||||
| 2.001 | OD43577/2026-2027: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 and consolidation of the aggregate received from scarifying with power road roller of 8 to 10 tonne capacity as per Technical Specification Clause 301.4 | 351 | sqm | - | - |
| 2.002 | 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 | 29.03 | cum | - | - |
| 2.003 | 75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates 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 | 351 | sqm | - | - |
| 2.004 | 75.5.2.3pb:Tack Coat - With Packed Bitumen Rates 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. | 351 | sqm | - | - |
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