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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₹16.2 LAccepted-AOC KANNUR | KERALA | 670511 | L1 | Accepted-AOC accepted as per resolution dated 7/8/2025 | |
| 2 | L2₹16.3 L+₹10,181.96 (0.63%)Rejected-Finance | L2 | Rejected-Finance second lowest | |
| 3 | Rejected-Technical | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | Mathew Varghese L1 | K I JOSE L3 | Aji Saji L2 |
|---|---|---|---|---|---|---|
| 1.00Road maintenance | ||||||
| 1.00 | 75.5.5.A.1pb:Modified Penetration Macadam 50 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. | 567.91 | sqm | 300 ₹1,70,373 Lowest | 323 ₹1,83,434.93 | 306 ₹1,73,780.46 |
| 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. | 3,148 | sqm | 15 ₹47,220 Lowest | 15 ₹47,220 Lowest | 15 ₹47,220 Lowest |
| 1.00 | 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) | 3,148 | sqm | 282 ₹8,87,736 | 302 ₹9,50,696 | 281 ₹8,84,588 Lowest |
| 1.00 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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. | 378 | sqm | 10 ₹3,780 Lowest | 16 ₹6,048 | 15 ₹5,670 |
| 1.00 | 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil. | 18.9 | cum | 2,220 ₹41,958 Lowest | 2,480 ₹46,872 | 2,240 ₹42,336 |
| 1.01 | OD113922/2025-2026::Providing and Laying of Interlocking Concrete Block Pavements using 80 mm M40
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. | 378 | sqm | 1,050 ₹3,96,900 Lowest | 1,150 ₹4,34,700 | 1,059 ₹4,00,302 |
| 1.01 | OD140347/2025-2026:Providing Palin cement concrete for IRRISH DRAIN CC 1:2:4 (1 cement :2 fine aggregate 4 course aggregate ) laid to required slope ae required including compaction using NEEDLE VIBRATOR , finishing and tamping etc.. completed Max size of course aggregate not exceeding 25 mm , mixed in concrete mixer etc.. complete as per specification (i) Nominal mix (1:2:4) Modified 75.8.1 | 9.45 | cum | 8,000 ₹75,600 Lowest | 9,195 ₹86,892.75 | 8,450 ₹79,852.5 |
Tender Value
₹17.6 L
EMD Value
₹44,118
Closing Date
31 Jul 2025, 4:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
ASSISTANT ENGINEER
LID and EW Section Pampakuda GP Pampakuda PO Ernakulam District
ROAD WORK
2025_LSGD_778584_11
02/2025-26/AE/LIDEW/PKDA
Open Tender
Civil Works - Roads
Item Rate
PAMPAKUDA GP
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
₹44,118
2 Sept 2025
23 Jul 2025
1 Aug 2025
23 Jul 2025
31 Jul 2025
23 Jul 2025
Amount
Road maintenance
75.5.5.A.1pb:Modified Penetration Macadam 50 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.
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.
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)
3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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.
4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil.
OD113922/2025-2026::Providing and Laying of Interlocking Concrete Block Pavements using 80 mm M40 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.
OD140347/2025-2026:Providing Palin cement concrete for IRRISH DRAIN CC 1:2:4 (1 cement :2 fine aggregate 4 course aggregate ) laid to required slope ae required including compaction using NEEDLE VIBRATOR , finishing and tamping etc.. completed Max size of course aggregate not exceeding 25 mm , mixed in concrete mixer etc.. complete as per specification (i) Nominal mix (1:2:4) Modified 75.8.1
Aji Saji (BID ID -2266385)
K I JOSE (BID ID -2268886)
Bidder Name
K I JOSE
Mathew Varghese
Aji Saji
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