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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₹7.3 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹7.9 L+₹66,034.92 (9.09%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | ALIYAR N B L1 | M B JOBI L2 |
|---|---|---|---|---|---|
| 1.00Road Maintenance | |||||
| 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. | 63 | sqm | 15.83 ₹997.29 Lowest | 17.27 ₹1,088.01 |
| 1.00 | OD249974/2026-2027:Providing and laying of interlocking concrete block Pavements using 80mm M 40
grade hydraulic blocks of approved size, design&shape laid in required pattern over and
including a
compacted bed of 6mm stone aggregate of 50mm average thickness, etc. all complete as per the
direction of
Engineer in charge. direction of Engineerin-Charge. | 54.6 | sqm | 1,176.33 ₹64,227.62 Lowest | 1,283.27 ₹70,066.54 |
| 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) | 1.75 | cum | 9,094.87 ₹15,961.5 Lowest | 9,921.68 ₹17,412.55 |
| 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. | 269.86 | sqm | 469.23 ₹1,26,626.41 Lowest | 511.89 ₹1,38,138.64 |
| 1.00 | 75.5.2.1pb:Tack Coat - With Packed Bitumen Rates 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. | 1,350 | sqm | 23.84 ₹32,184 Lowest | 26.01 ₹35,113.5 |
| 1.01 | 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) | 1,350 | sqm | 360.21 ₹4,86,283.5 Lowest | 392.96 ₹5,30,496 |
Tender Value
₹7.3 L
EMD Value
₹18,341
Closing Date
22 Oct 2026, 1:30 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
ae
ae office kavalangad gp
34/26-27 RENOVATION OF VELLAMAKKUTTH THADIKKULAM ROAD WARD 5-IN KAVALANGAD GP
2026_LSGD_878376_1
33/26-27/AE/KVGP
Open Tender
Civil Works - Roads
Item Rate
180 days
kavalangad
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,912
Yes
₹18,341
Yes
23 Oct 2026
12 Oct 2026
23 Oct 2026
12 Oct 2026
22 Oct 2026
12 Oct 2026
12 Oct 2026 - 22 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road Maintenance | |||||
| 1.001 | 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. | 63 | sqm | - | - |
| 1.002 | OD249974/2026-2027:Providing and laying of interlocking concrete block Pavements using 80mm M 40
grade hydraulic blocks of approved size, design&shape laid in required pattern over and
including a
compacted bed of 6mm stone aggregate of 50mm average thickness, etc. all complete as per the
direction of
Engineer in charge. direction of Engineerin-Charge. | 54.6 | sqm | - | - |
| 1.003 | 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) | 1.76 | cum | - | - |
| 1.004 | 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. | 269.86 | sqm | - | - |
| 1.005 | 75.5.2.1pb:Tack Coat - With Packed Bitumen Rates 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. | 1,350 | sqm | - | - |
| 1.006 | 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) | 1,350 | sqm | - | - |
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