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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₹7.1 LAdmitted-Fee/PreQual/Technical/Finance 1205 SUB TREASURY KOLENCHERY | ERNAKULAM | KERALA | 680667 | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹7.2 L+₹7,850.53 (1.10%)Admitted-Fee/PreQual/Technical/Finance 13 | ERNAKULAM | KERALA | 680667 | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹7.2 L+₹10,792.29 (1.52%)Admitted-Fee/PreQual/Technical/Finance KANNUR | KERALA | 670001 | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | Sunny.V.Peter L2 | TPMATHAI L1 | Prasad K A L3 |
|---|---|---|---|---|---|---|
| 1.00Maintenance | ||||||
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> 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 | 65.14 | cum | 441.5 ₹28,757.54 | 436.69 ₹28,444.24 Lowest | 442 ₹28,790.11 |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material | 28.32 | cum | 3,337.88 ₹94,528.76 | 3,301.5 ₹93,498.48 Lowest | 3,340 ₹94,588.8 |
| 1.00 | OD220571/2026-2027:sectioning up to 150mm and forming the surface for OLD road way
levelling,cambering etc complete as per direction of engineer in charge | 189.6 | sqm | 31.2 ₹5,915.52 | 30.86 ₹5,851.06 Lowest | 33 ₹6,256.8 |
| 1.00 | 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. | 30.8 | sqm | 16.01 ₹493.11 | 15.84 ₹487.87 Lowest | 17 ₹523.6 |
| 1.00 | OD220807/2026-2027:1.003-Specification code: OD416445/2025-2026
For Re laying scarified materials 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 | 1.54 | cum | 168.48 ₹259.46 | 166.64 ₹256.63 Lowest | 170 ₹261.8 |
| 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 | 29.21 | cum | 3,750.64 ₹1,09,556.19 | 3,709.76 ₹1,08,362.09 Lowest | 3,760 ₹1,09,829.6 |
| 1.01 | 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 | 220.4 | sqm | 129.02 ₹28,436.01 | 127.61 ₹28,125.24 Lowest | 130 ₹28,652 |
| 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. | 220.4 | sqm | 29.11 ₹6,415.84 | 28.79 ₹6,345.32 Lowest | 30 ₹6,612 |
| 1.01 | 75.5.2.1pb:Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 490.6 | sqm | 24.09 ₹11,818.55 | 23.83 ₹11,691 Lowest | 25 ₹12,265 |
Tender Value
₹7.2 L
EMD Value
₹18,000
Closing Date
30 Oct 2026, 6:10 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
AE
AE LSGD TVR
Milma Chalackathuruthu Road Maintenance in Ward 7 of Thiruvaniyoor GP
2026_LSGD_881431_1
LSGD/CELSGD/TR/32988/2026
Open Tender
Civil Works - Roads
Item Rate
180 days
THIRUVANIYOOR
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,590
₹18,000
2 Nov 2026
22 Oct 2026
31 Oct 2026
22 Oct 2026
30 Oct 2026
22 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Maintenance | |||||
| 1.001 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> 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 | 65.14 | cum | - | - |
| 1.002 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material | 28.32 | cum | - | - |
| 1.003 | OD220571/2026-2027:sectioning up to 150mm and forming the surface for OLD road way
levelling,cambering etc complete as per direction of engineer in charge | 189.6 | sqm | - | - |
| 1.004 | 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. | 30.8 | sqm | - | - |
| 1.005 | OD220807/2026-2027:1.003-Specification code: OD416445/2025-2026
For Re laying scarified materials 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 | 1.54 | cum | - | - |
| 1.006 | 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 | 29.21 | cum | - | - |
| 1.007 | 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 | 220.4 | sqm | - | - |
| 1.008 | 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. | 220.4 | sqm | - | - |
| 1.009 | 75.5.2.1pb:Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 490.6 | sqm | - | - |
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