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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹12.7 LAccepted-AOC | ₹12.7 L | 1 | Accepted-AOC L1 |
| 2 | 2₹13.0 L+₹32,148.83 (2.53%)Rejected-AOC | ₹13.0 L+₹32,148.83 (2.53%) | 2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | SHABU B. L1 | RAJESH KUMAR C L2 |
|---|---|---|---|---|---|
| 1.00Manjadimoodu Vattiyoorkavu Bylane-KRWA Retarring & Reconcrete | |||||
| 1.00 | 3.7:Removal of Unsuitable Soil with Disposal upto 1000 m <br> Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11 | 60.5 | cum | 55 ₹3,327.5 Lowest | 55 ₹3,327.5 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. | 121.6 | sqm | 416 ₹50,585.6 Lowest | 416 ₹50,585.6 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. | 2,266 | sqm | 16 ₹36,256 Lowest | 16 ₹36,256 Lowest |
| 1.00 | OD62286/2026-2027:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates and Antistripping Agent 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)(Modified 75.5.11.1.A.2Z MORD) | 2,266 | sqm | 302 ₹6,84,332 Lowest | 302 ₹6,84,332 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) | 52.7 | cum | 9,390 ₹4,94,881.17 Lowest | 10,000 ₹5,27,030 |
Tender Value
₹12.7 L
EMD Value
₹31,761
Closing Date
7 Jul 2026, 6:00 pmClosed
ASSISTANT EXECUTIVE ENGINEER
TVM CORPORATION
Proj 342 Retarring,interlocking,reconcreting various road in KPNRA,KPRA,KRWA,TERA,MRA,VKP Residents assosiation in Kanjirampara ward
2026_LSGD_858224_1
AEE2/TENDER/342/26-27
Open Tender
Civil Works - Roads
Item Rate
180 days
TVM CORPORATION
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹31,761
Yes
18 Aug 2026
30 Jun 2026
9 Jul 2026
30 Jun 2026
7 Jul 2026
30 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Manjadimoodu Vattiyoorkavu Bylane-KRWA Retarring & Reconcrete | |||||
| 1.001 | 3.7:Removal of Unsuitable Soil with Disposal upto 1000 m <br> Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11 | - | cum | - | - |
| 1.002 | 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. | 1 | sqm | - | - |
| 1.003 | 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. | - | sqm | - | - |
| 1.004 | OD62286/2026-2027:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates and Antistripping Agent 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)(Modified 75.5.11.1.A.2Z MORD) | - | 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) | - | cum | - | - |
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