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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹24.0 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹24.8 L+₹77,967.66 (3.25%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | Rejected-Technical | - | Rejected-Technical L4 | |
| 4 | Rejected-Technical CHALIPATT H THRITHALOOR THRISSUR 680 619 | THRISSUR | KERALA | 680619 | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | t.l. rappai L3 | SHAJAN KP L4 | Shaju.K.V L1 | DILEEP KUMAR K V L2 |
|---|---|---|---|---|---|---|---|
| 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. | 554.16 | sqm | 400 ₹2,21,662.4 | 420 ₹2,32,745.52 | 395 ₹2,18,891.62 Lowest | 415 ₹2,29,974.74 |
| 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. | 7,126.1 | sqm | 15 ₹1,06,891.5 Lowest | 20 ₹1,42,522 | 15.6 ₹1,11,167.16 | 17 ₹1,21,143.7 |
| 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) | 7,126.1 | sqm | 300 ₹21,37,830 | 310 ₹22,09,091 | 285 ₹20,30,938.5 Lowest | 293 ₹20,87,947.3 |
| 1.00 | 3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m <br> Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 | 6 | cum | 50 ₹300 Lowest | 50 ₹300 Lowest | 192 ₹1,152 | 200 ₹1,200 |
| 1.00 | 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 with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil. | 2.4 | cum | 2,250 ₹5,400 Lowest | 2,250 ₹5,400 Lowest | 2,336 ₹5,606.4 | 2,400 ₹5,760 |
| 1.01 | 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) | 3.6 | cum | 8,650 ₹31,140 Lowest | 8,650 ₹31,140 Lowest | 9,084 ₹32,702.4 | 9,000 ₹32,400 |
Tender Value
₹25.4 L
EMD Value
₹50,000
Closing Date
30 Sept 2025, 4:00 pmClosed
Executive Engineer Thrissur corporation
Executive Engineer Thrissur corporation
Plan-329/26-THRISSUR CORPORATION 2025-26 AYYANTHOLE ZONAL DIVISION 45 RETARRING IN VARIOUS ROADS HARITHA NAGAR MANKUZHI LINE TOWER
2025_LSGD_800471_13
PW2-17409/18,03.10.25,EE2
Open Tender
Civil Works - Others
Item Rate
300 days
Superintending Engineer Thrissur corporation
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
₹50,000
29 Apr 2026
22 Sept 2025
3 Oct 2025
22 Sept 2025
30 Sept 2025
22 Sept 2025
22 Sept 2025 - 26 Sept 2025
Amount
Retarring
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.
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.
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)
3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m <br> Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3
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 with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil.
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)
DILEEP KUMAR K V (BID ID -2367165)
t.l. rappai (BID ID -2360745)
SHAJAN KP (BID ID -2360840)
Bidder Name
t.l. rappai
SHAJAN KP
Shaju.K.V
DILEEP KUMAR K V
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