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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.8 LAdmitted-Fee/PreQual/Technical/Finance | ₹10.8 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹11.4 L+₹64,955.01 (6.02%)Admitted-Fee/PreQual/Technical/Finance | ₹11.4 L+₹64,955.01 (6.02%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹11.7 L+₹85,987.86 (7.97%)Admitted-Fee/PreQual/Technical/Finance | ₹11.7 L+₹85,987.86 (7.97%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | JOSHY K.P L2 | t.l.anto L3 | SURESH T N L1 |
|---|---|---|---|---|---|---|
| 1.00Retarring | ||||||
| 1.00 | 75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates <br> 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. | 215.79 | sqm | 425 ₹91,710.75 | 440 ₹94,947.6 | 400.82 ₹86,492.95 Lowest |
| 1.00 | 75.5.2.1pb:Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 2,224.5 | sqm | 17 ₹37,816.5 | 20 ₹44,490 | 15.68 ₹34,880.16 Lowest |
| 1.00 | 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates <br> Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 <br> By Manual Means <br> Type A <br> (II) Bitumen (S-65) | 2,224.5 | sqm | 305 ₹6,78,472.5 | 310 ₹6,89,595 | 287.5 ₹6,39,543.75 Lowest |
| 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. | 30.45 | cum | 67 ₹2,040.15 | 67 ₹2,040.15 | 65.2 ₹1,985.34 Lowest |
| 1.00 | OD97456/2026-2027:Modified data 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 to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil. | 20.3 | cum | 2,200 ₹44,660 | 2,200 ₹44,660 | 2,067.8 ₹41,976.34 Lowest |
| 1.01 | 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) | 30.45 | cum | 9,500 ₹2,89,275 | 9,500 ₹2,89,275 | 9,003 ₹2,74,141.35 Lowest |
Tender Value
₹11.0 L
EMD Value
₹27,536
Closing Date
1 Aug 2026, 4:00 pmClosed
Executive Engineer Thrissur corporation
Executive Engineer Thrissur corporation
Annual Plan-Project No 178/26-27-THRISSUR CORPORATION VILVATTAM ZONAL DIV 5 VIYYUR INDUS GARDEN AVENUE ROAD PANDIKKAVU LAKSHAM VEEDU COLONY BY LINE PERINGAVU TEMPLE
2026_LSGD_862465_4
PW2-17409/18,03.08.2026
Open Tender
Civil Works - Roads
Item Rate
270 days
Superintending Engineer Thrissur corporation
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
₹27,536
10 Sept 2026
25 Jul 2026
3 Aug 2026
25 Jul 2026
1 Aug 2026
25 Jul 2026
25 Jul 2026 - 30 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Retarring | |||||
| 1.001 | 75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates <br> 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. | 1 | sqm | - | - |
| 1.002 | 75.5.2.1pb:Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | - | sqm | - | - |
| 1.003 | 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates <br> Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 <br> By Manual Means <br> Type A <br> (II) Bitumen (S-65) | - | sqm | - | - |
| 1.004 | 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. | 1 | cum | - | - |
| 1.005 | OD97456/2026-2027:Modified data 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 to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil. | - | cum | - | - |
| 1.006 | 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 | cum | - | - |
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