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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.9 LAdmitted-Fee/PreQual/Technical/Finance | ₹5.9 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹6.0 L+₹2,818.93 (0.48%)Admitted-Fee/PreQual/Technical/Finance | ₹6.0 L+₹2,818.93 (0.48%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | Shaju Mathai L1 | BINDIA L2 |
|---|---|---|---|---|---|
| 1.00Maintenance | |||||
| 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. | 62.04 | sqm | 372.24 ₹23,093.77 Lowest | 375 ₹23,265 |
| 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. | 621.6 | sqm | 24.09 ₹14,974.34 Lowest | 25 ₹15,540 |
| 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) | 621.6 | sqm | 363.85 ₹2,26,169.16 Lowest | 365 ₹2,26,884 |
| 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. | 196 | sqm | 16.01 ₹3,137.96 Lowest | 17 ₹3,332 |
| 1.00 | OD159972/2026-2027:Providing and Laying of Interlocking Concrete Block Pavements using 100 mm M40 hydraulic blocks of approved size, design & shape, laid in required pattern over and including a compacted
bed of 6mm stone aggregate of 75mm average thickness, etc. all complete as per the direction of Engineerin- charge. | 196 | sqm | 1,394.4 ₹2,73,302.4 Lowest | 1,400 ₹2,74,400 |
| 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) | 5.69 | cum | 9,186.73 ₹52,309.24 Lowest | 9,200 ₹52,384.8 |
Tender Value
₹5.9 L
EMD Value
₹14,825
Closing Date
19 Sept 2026, 5:00 pmClosed
AE
AE
Proj No. 56/26-27-Ward 11 Kanjiramkunn Kallunkal Colony Road Maintenance Keerampara Gp
2026_LSGD_868076_1
ET1-8/AE/LSGD/KEPA/26-27
Open Tender
Civil Works - Roads
Item Rate
180 days
Keerampara Gp
Please refer Tender documents.
10 documents required · 10 mandatory
₹1,310
Yes
₹14,825
Yes
22 Sept 2026
7 Sept 2026
22 Sept 2026
7 Sept 2026
19 Sept 2026
7 Sept 2026
7 Sept 2026 - 19 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Maintenance | |||||
| 1.001 | 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. | 62.04 | sqm | - | - |
| 1.002 | 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. | 621.6 | sqm | - | - |
| 1.003 | 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) | 621.6 | sqm | - | - |
| 1.004 | 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. | 196 | sqm | - | - |
| 1.005 | OD159972/2026-2027:Providing and Laying of Interlocking Concrete Block Pavements using 100 mm M40 hydraulic blocks of approved size, design & shape, laid in required pattern over and including a compacted
bed of 6mm stone aggregate of 75mm average thickness, etc. all complete as per the direction of Engineerin- charge. | 196 | sqm | - | - |
| 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) | 5.69 | cum | - | - |
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