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Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.8 LAccepted-AOC NOT AVAILABLE | L1 | Accepted-AOC L1 | |
| 2 | L2₹5.9 L+₹11,635.66 (2.00%)Rejected-AOC | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | ELDHO O M L2 | MANOJKUMAR M R L1 |
|---|---|---|---|---|---|
| 1.00ROAD RETARING | |||||
| 1.00 | 75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates <br> 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. | 121.68 | sqm | 319.17 ₹38,836.61 | 312.91 ₹38,074.89 Lowest |
| 1.00 | 75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates <br> 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. | 147.57 | sqm | 414.23 ₹61,127.92 | 406.11 ₹59,929.65 Lowest |
| 1.00 | 75.5.2.1pb:Tack Coat - With Packed Bitumen Rates <br> 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. | 1,545 | sqm | 16.11 ₹24,889.95 | 15.79 ₹24,395.55 Lowest |
| 1.00 | 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates <br> 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 <br> By Manual Means <br> Type A <br> (II) Bitumen (S-65) | 1,545 | sqm | 294.99 ₹4,55,759.55 | 289.21 ₹4,46,829.45 Lowest |
| 1.00 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 9 | sqm | 16.33 ₹146.97 | 16.01 ₹144.09 Lowest |
| 1.01 | OD425802/2025-2026:Providing plain cement concrete for road work exclusive of formwork CC 1:2:4 (1 cement: 2
fine aggregate: 4 course aggregate) laid to required slope and camber in panels (@ 3m c/c) as
required, including compaction using needle vibrator, finishing and tamping etc. complete. Max
size of course aggregate not exceeding 25mm, mixed in concrete mixer etc. complete as per
specification.
(i) Nominal mix (1:2:4) Modified 75.8.1 | 1.35 | cum | 9,379.84 ₹12,662.78 | 9,195.92 ₹12,414.49 Lowest |
Tender Value
₹5.8 L
EMD Value
₹14,545
Closing Date
29 Jan 2026, 5:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
AE
LID EW MULAMTHURUTHY GP
PLEASE REFER TENDER DOUCMENTS
2026_LSGD_829498_8
10AEM/LID-EW/2025-2026
Open Tender
Civil Works - Roads
Item Rate
MULANTHURUTHY GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,285
Yes
₹14,545
Yes
4 Apr 2026
21 Jan 2026
31 Jan 2026
21 Jan 2026
29 Jan 2026
21 Jan 2026
ROAD RETARING
75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates <br> 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.
75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates <br> 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.
75.5.2.1pb:Tack Coat - With Packed Bitumen Rates <br> 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.
75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates <br> 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 <br> By Manual Means <br> Type A <br> (II) Bitumen (S-65)
3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
OD425802/2025-2026:Providing plain cement concrete for road work exclusive of formwork CC 1:2:4 (1 cement: 2 fine aggregate: 4 course aggregate) laid to required slope and camber in panels (@ 3m c/c) as required, including compaction using needle vibrator, finishing and tamping etc. complete. Max size of course aggregate not exceeding 25mm, mixed in concrete mixer etc. complete as per specification. (i) Nominal mix (1:2:4) Modified 75.8.1
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