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| Sl No | Description | Qty | Unit | liyon L1 | RAJEEV K L2 |
|---|---|---|---|---|---|
| 1.00Re-Tarring | |||||
| 1.00 | 75.5.5.B.2pb:Modified Penetration Macadam 75 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. | 196.98 | sqm | 463 ₹91,201.74 Lowest | 473.97 ₹93,362.61 |
| 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. | 1,296 | sqm | 24 ₹31,104 Lowest | 29.11 ₹37,726.56 |
| 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) | 1,296 | sqm | 350 ₹4,53,600 Lowest | 363.85 ₹4,71,549.6 |
| 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. | 25.2 | cum | 66 ₹1,663.2 Lowest | 66.84 ₹1,684.37 |
| 1.00 | OD82307/2026-2027:Construction of granular sub-base by providing local material spreading in uniform layers
spreading in layers, leveling the top at site and consolidation by ramming, etc complete for
improving the CBR value of subgrade | 10.08 | cum | 2,120 ₹21,369.6 Lowest | 2,321.86 ₹23,404.35 |
| 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) | 10.08 | cum | 8,250 ₹83,160 Lowest | 9,199.73 ₹92,733.28 |
Tender Value
₹7.2 L
EMD Value
₹18,008
Closing Date
23 Sept 2026, 6:00 pmClosed
Assistant Engineer, LSGD Section, Kadukutty GP
O/o Assistant Engineer, LSGD Section, Kadukutty GP
Annual plan 2026-27 KDY Pr No S0094/27 Renovation works on Ariyampuram SC unnathi road ward 14 Kadukutty GP Chalakudy BP
2026_LSGD_869311_7
T2/AE/LSGD/KDY/2026-27
Open Tender
Civil Works - Roads
Item Rate
270 days
O/o Assistant Engineer, LSGD Section, Kadukutty GP
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,590
Yes
₹18,008
Yes
7 Oct 2026
14 Sept 2026
25 Sept 2026
14 Sept 2026
23 Sept 2026
14 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Re-Tarring | |||||
| 1.001 | 75.5.5.B.2pb:Modified Penetration Macadam 75 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. | 196.98 | sqm | - | - |
| 1.002 | 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. | 1,296 | 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) | 1,296 | sqm | - | - |
| 1.004 | 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. | 25.2 | cum | - | - |
| 1.005 | OD82307/2026-2027:Construction of granular sub-base by providing local material spreading in uniform layers
spreading in layers, leveling the top at site and consolidation by ramming, etc complete for
improving the CBR value of subgrade | 10.08 | 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) | 10.08 | cum | - | - |
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