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| Sl No | Description | Qty | Unit | GINSON GT L1 | M K SHABU L2 |
|---|---|---|---|---|---|
| 1.00ROADS | |||||
| 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. | 30.87 | sqm | 393.52 ₹12,147.96 Lowest | 507.63 ₹15,670.54 |
| 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. | 315 | sqm | 18.3 ₹5,764.5 Lowest | 23.61 ₹7,437.15 |
| 1.00 | OD201419/2025-2026:Mix Seal Surfacing- Manuval Means - Type A - Bitumen S -65 using Shredded Plastic Providing, laying and rollingof close-graded premix surfacing materialof 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A)or 13.2 mm to 0.9mm (Type-B) aggregate coated with shredded plastic (3% by weight of bitumen) as per standard procedue using penetration grade bitumen to required line,grade and level to serve as wearing course on a previously prepared base ,including mixing in suitable plant ,laying and rolling with a three wheel 8-10kN static roller and finishing to required level and grade as per Technical Specification Clause 509 by Manuval Means-Type A
(II) Bitumen (S-65) | 315 | per sqm | 275.54 ₹86,795.1 Lowest | 355.45 ₹1,11,966.75 |
| 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. | 11.55 | cum | 64.76 ₹747.98 Lowest | 83.55 ₹965 |
| 1.00 | OD431749/2025-2026: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 withplate compactor to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil. | 4.62 | cum | 2,297.07 ₹10,612.46 Lowest | 2,963.2 ₹13,689.98 |
| 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) | 6.93 | cum | 8,901.94 ₹61,690.44 Lowest | 11,483.41 ₹79,580.03 |
| 1.01 | OD426646/2025-2026:Supplying and fixing Name board as directed by dept officers | 1 | each | 1,938 ₹1,938 Lowest | 2,500 ₹2,500 |
Tender Value
₹1.9 L
EMD Value
₹4,636
Closing Date
5 Feb 2026, 3:00 pmClosed
ASSISTANT ENGINEER
OFFICE OF ASSISTANT ENGINEER LID EW SECTION KODAKARA GP
Road Maintenance
2026_LSGD_831246_1
343/AE/LIDEW/KDA/2025-26
Open Tender
Civil Works - Roads
Item Rate
330 days
KODAKARA
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
Yes
₹4,636
Yes
21 Apr 2026
28 Jan 2026
6 Feb 2026
28 Jan 2026
5 Feb 2026
28 Jan 2026
ROADS
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.
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.
OD201419/2025-2026:Mix Seal Surfacing- Manuval Means - Type A - Bitumen S -65 using Shredded Plastic Providing, laying and rollingof close-graded premix surfacing materialof 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A)or 13.2 mm to 0.9mm (Type-B) aggregate coated with shredded plastic (3% by weight of bitumen) as per standard procedue using penetration grade bitumen to required line,grade and level to serve as wearing course on a previously prepared base ,including mixing in suitable plant ,laying and rolling with a three wheel 8-10kN static roller and finishing to required level and grade as per Technical Specification Clause 509 by Manuval 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.
OD431749/2025-2026: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 withplate compactor to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil.
75.8.1.1.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)
OD426646/2025-2026:Supplying and fixing Name board as directed by dept officers
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