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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.4 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹5.5 L+₹9,136.95 (1.70%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | SUNU K L1 | SIVANPILLAI L2 |
|---|---|---|---|---|---|
| 1.00ROAD RETARING | |||||
| 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. | 109.81 | sqm | 364 ₹39,970.84 Lowest | 370.38 ₹40,671.43 |
| 1.00 | 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. | 1,074.15 | sqm | 23.5 ₹25,242.53 Lowest | 23.97 ₹25,747.38 |
| 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) | 1,074.15 | sqm | 356 ₹3,82,397.4 Lowest | 362.03 ₹3,88,874.52 |
| 2.00RETAINING WALL | |||||
| 2.00 | 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. | 3.24 | cum | 64 ₹207.36 Lowest | 66.51 ₹215.49 |
| 2.00 | OD69367/2026-2027:DRY RUBBLE MASONRY with hard stone, including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications. | 5.13 | cum | 6,058 ₹31,077.54 Lowest | 6,152.03 ₹31,559.91 |
| 2.00 | 11.4.3.1: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) | 0.3 | cum | 9,323 ₹2,834.19 Lowest | 9,466.92 ₹2,877.94 |
| 3.00irish drain | |||||
| 3.00 | OD150505/2026-2027:Surface dressing of the ground in all kinds of soil including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50m and lift up to 1.50m | 39.6 | sqm | 35 ₹1,386 Lowest | 36.57 ₹1,448.17 |
Tender Value
₹5.5 L
EMD Value
₹13,765
Closing Date
1 Oct 2026, 6:00 pmClosed
AE
AE WESTKALLADA
2(10)/AE/WKLSGD/2026-27RENNOVATION OF IKKARAZHIKATHU MUKKU KAAYAL VARAMBU ROAD
2026_LSGD_871366_10
2(1)/AE/WKLSGD/2026-27
Open Tender
Civil Works - Roads
Item Rate
180 days
WESTKALLADA
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,215
Yes
₹13,765
Yes
7 Oct 2026
23 Sept 2026
6 Oct 2026
23 Sept 2026
1 Oct 2026
23 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1ROAD RETARING | |||||
| 1.001 | 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. | 109.81 | sqm | - | - |
| 1.002 | 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. | 1,074.15 | sqm | - | - |
| 1.003 | 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) | 1,074.15 | sqm | - | - |
| 2RETAINING WALL | |||||
| 2.001 | 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. | 3.24 | cum | - | - |
| 2.002 | OD69367/2026-2027:DRY RUBBLE MASONRY with hard stone, including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications. | 5.13 | cum | - | - |
| 2.003 | 11.4.3.1: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) | 0.3 | cum | - | - |
| 3irish drain | |||||
| 3.001 | OD150505/2026-2027:Surface dressing of the ground in all kinds of soil including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50m and lift up to 1.50m | 39.6 | sqm | - | - |
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