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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.8 LAdmitted-Fee/PreQual/Technical/Finance | ₹5.8 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹5.8 L+₹4,056.02 (0.70%)Admitted-Fee/PreQual/Technical/Finance | ₹5.8 L+₹4,056.02 (0.70%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | SREEKUMAR.S L2 | SAJITH S L1 |
|---|---|---|---|---|---|
| 1.00Road Tarring | |||||
| 1.00 | 5.5.A.1a:Modified Penetration Macadam 50 mm thick using Bitumen S-65 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. | 106.12 | sqm | 349 ₹37,035.88 Lowest | 349 ₹37,035.88 Lowest |
| 1.00 | 5.2.1a:Tack Coat 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. | 795 | sqm | 15.6 ₹12,402 Lowest | 15.6 ₹12,402 Lowest |
| 1.00 | 75.5.11.1.A.2Z:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 and Antistripping Agent <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) | 795 | sqm | 332 ₹2,63,940 | 329 ₹2,61,555 Lowest |
| 1.00 | OD111572/2026-2027:Surface dressing of the ground including removing vegetation and in-equalities not exceeding
15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.
All kinds of soil | 36.8 | sqm | 41 ₹1,508.8 Lowest | 41 ₹1,508.8 Lowest |
| 1.00 | 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) | 25.71 | cum | 10,300 ₹2,64,792.4 | 10,235 ₹2,63,121.38 Lowest |
| 1.01 | OD111573/2026-2027:Providing and fixing name board using GI pipe post, MS plate and MS Angle including
painting letters and fixing in concrete and photos | 1 | each | 2,964 ₹2,964 Lowest | 2,964 ₹2,964 Lowest |
Tender Value
₹5.3 L
EMD Value
₹13,261
Closing Date
17 Aug 2026, 5:00 pmClosed
ASSISTANT ENGINEER
LID EW Section Elakamon GP
ELAKAMON GP E TENDER 2026-27Pro No 22 Maintenance of Chamanadi road second phase Ward 15
2026_LSGD_864096_12
01/Etender//AE/LID EW/ELK/26-27
Open Tender
Civil Works - Roads
Item Rate
180 days
LID EW Section, Elakamon GP
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,170
Yes
₹13,261
Yes
22 Aug 2026
10 Aug 2026
20 Aug 2026
10 Aug 2026
17 Aug 2026
10 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road Tarring | |||||
| 1.001 | 5.5.A.1a:Modified Penetration Macadam 50 mm thick using Bitumen S-65 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. | - | sqm | - | - |
| 1.002 | 5.2.1a:Tack Coat 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. | - | sqm | - | - |
| 1.003 | 75.5.11.1.A.2Z:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 and Antistripping Agent <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) | - | sqm | - | - |
| 1.004 | OD111572/2026-2027:Surface dressing of the ground including removing vegetation and in-equalities not exceeding
15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.
All kinds of soil | 1 | sqm | - | - |
| 1.005 | 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) | 1 | cum | - | - |
| 1.006 | OD111573/2026-2027:Providing and fixing name board using GI pipe post, MS plate and MS Angle including
painting letters and fixing in concrete and photos | - | each | - | - |
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