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Tender ID
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 LAccepted-AOC | L1 | Accepted-AOC Negotiated to 112106. Accepted Vide Resolution No.3(1) dtd.17-02-2026 of Pthukal GP | |
| 2 | L2₹1.2 L+₹5,871.11 (5.02%)Rejected-AOC 1507 SUB TREASURY NILAMBUR | KANNUR | KERALA | 670612 | L2 | Rejected-AOC Higher rate and hence rejected |
| Sl No | Description | Qty | Unit | SAMSON M JOHN L2 | SHAIJU A S L1 |
|---|---|---|---|---|---|
| 1.00Road Improvement | |||||
| 1.00 | 5.5.A.1a:Modified Penetration Macadam 50 mm thick using Bitumen S-65 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. | 2.81 | sqm | 316.4 ₹890.67 | 301.27 ₹848.08 Lowest |
| 1.00 | 5.2.1a:Tack Coat 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. | 270 | sqm | 14.75 ₹3,982.5 | 14.05 ₹3,793.5 Lowest |
| 1.00 | 5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 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 By Manual Means :- Type A (II) Bitumen (S-65) | 270 | sqm | 282.66 ₹76,318.2 | 269.14 ₹72,667.8 Lowest |
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m 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. | 4 | cum | 74.12 ₹296.48 | 70.57 ₹282.28 Lowest |
| 1.00 | OD493510/2024-2025:Filling up low lying water logged areas with local material /Quarry muck, spreading in layers, levelling the top at site and consolidation by ramming, etc. complete for improving the CBR value of subgrade | 4 | cum | 1,081.25 ₹4,325 | 1,029.54 ₹4,118.16 Lowest |
| 1.01 | OD493511/2024-2025:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br>III. P.C.C. grade M 20 (i) Nominal mix (1:2:4) | 4 | cum | 9,242.35 ₹36,969.4 | 8,800.33 ₹35,201.32 Lowest |
Tender Value
₹1.1 L
EMD Value
₹2,669
Closing Date
10 Feb 2026, 10:00 amClosed
ASSISTANT ENGINEER
AE OFFICE LID EW POTHKALLU
Annual Plan-324/2024-25-Kavalappara ST Colony Road Renovation Second Stage
2026_LSGD_831989_4
03/AE/LID EW/PKL/2025-26
Open Tender
Civil Works - Roads
Item Rate
180 days
AE OFFICE POTHKALLU GP
Please refer Tender documents.
11 documents required · 11 mandatory
₹555
Yes
₹2,669
Yes
12 Mar 2026
31 Jan 2026
12 Feb 2026
31 Jan 2026
10 Feb 2026
31 Jan 2026
Road Improvement
5.5.A.1a:Modified Penetration Macadam 50 mm thick using Bitumen S-65 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.
5.2.1a:Tack Coat 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.
5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 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 By Manual Means :- Type A (II) Bitumen (S-65)
3.5.2:Excavation in Soil with Dozer with lead upto 100 m 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.
OD493510/2024-2025:Filling up low lying water logged areas with local material /Quarry muck, spreading in layers, levelling the top at site and consolidation by ramming, etc. complete for improving the CBR value of subgrade
OD493511/2024-2025:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br>III. P.C.C. grade M 20 (i) Nominal mix (1:2:4)
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