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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | R1₹7.5 LAccepted-AOC | R1 | Accepted-AOC LOW | |
| 2 | R2₹8.3 LRejected-Finance | R2 | Rejected-Finance high |
| Sl No | Description | Qty | Unit | NANDANAN M L1 | WILSON E.S L2 |
|---|---|---|---|---|---|
| 1.00Retarring | |||||
| 1.00 | 75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates 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. | 177.24 | sqm | 344 ₹60,970.56 Lowest | 350 ₹62,034 |
| 1.00 | 75.5.2.2pb: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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 1,769 | sqm | 20.7 ₹36,618.3 Lowest | 22 ₹38,918 |
| 1.00 | 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates 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) | 1,769 | sqm | 318 ₹5,62,542 Lowest | 320 ₹5,66,080 |
| 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. | 25.95 | cum | 73.5 ₹1,907.33 Lowest | 75 ₹1,946.25 |
| 1.00 | OD458201/2025-2026:Granular sub-base/base/surface course with local materials (Table 400.13) . Construction of granular sub-base by providing local material spreading in uniform layers and compacting to achieve consolidation by methods such as ramming etc. complete as per directions of departmental engineer at site. Using gravel mix soil where roller consolidation not possible. ( modified the data 4.11.2) | 12.97 | cum | 2,202.4 ₹28,576.14 Lowest | 2,250 ₹29,193.75 |
| 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) | 12.97 | cum | 10,105.4 ₹1,31,117.57 Lowest | 10,110 ₹1,31,177.25 |
Tender Value
₹7.5 L
EMD Value
₹18,685
Closing Date
19 Feb 2026, 5:00 pmClosed
ASWIN.P.VIJAYAN
ASWIN.P.VIJAYAN VELUR GRAMAPANCHAYATH
KHADHI ROAD RETARING
2026_LSGD_835326_1
04/3ETR/AE/LSGD/VLR/2025-26
Open Tender
Civil Works - Roads
Item Rate
VELUR GRAMAPANCHAYATH
PLEASE REFER TENDER DOCUMENTS
7 documents required · 7 mandatory
₹1,650
Yes
₹18,685
Yes
4 May 2026
11 Feb 2026
21 Feb 2026
11 Feb 2026
19 Feb 2026
11 Feb 2026
Retarring
75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates 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.
75.5.2.2pb: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 dry and hungry 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 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 <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.
OD458201/2025-2026:Granular sub-base/base/surface course with local materials (Table 400.13) . Construction of granular sub-base by providing local material spreading in uniform layers and compacting to achieve consolidation by methods such as ramming etc. complete as per directions of departmental engineer at site. Using gravel mix soil where roller consolidation not possible. ( modified the data 4.11.2)
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)
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