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Tender ID
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₹11.8 LAccepted-AOC | L1 | Accepted-AOC AGREEMENT EXECUTED | |
| 2 | Rejected-Technical | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | SHAIJU K K L1 | ABHIJITH T S L2 |
|---|---|---|---|---|---|
| 1.00Road Retarring | |||||
| 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. | 228.58 | sqm | 323.59 ₹73,966.2 Lowest | 323.59 ₹73,966.2 Lowest |
| 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. | 1,633.5 | sqm | 15.79 ₹25,792.97 Lowest | 15.79 ₹25,792.97 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) | 1,633.5 | sqm | 302.65 ₹4,94,378.78 Lowest | 302.65 ₹4,94,378.78 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. | 445.5 | sqm | 16.01 ₹7,132.46 Lowest | 16.01 ₹7,132.46 Lowest |
| 1.00 | OD83838/2025-2026:Providing and Laying of Interlocking Concrete Block Pavements using 80mm M40 Hydraulic blocks of approved size, design and shape, laid in required pattern over and including a compacted bed of 6mm stone aggregate 0f 50mm average thickness etc all complete as per the direction of Engineer-in-charge | 445.5 | sqm | 1,160 ₹5,16,780 Lowest | 1,160.3 ₹5,16,913.65 |
| 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) | 6.62 | cum | 9,186.73 ₹60,770.22 Lowest | 9,186.73 ₹60,770.22 Lowest |
| 1.01 | OD83494/2025-2026:Supplying and fixing in place granite nameboard of slab area less than 0.9sqm including engraving
and painting letters etc complete as per direction of Engineer incharge at site | 0.43 | sqm | 7,653.26 ₹3,306.21 Lowest | 7,653.26 ₹3,306.21 Lowest |
Tender Value
₹11.8 L
EMD Value
₹29,557
Closing Date
16 Oct 2025, 2:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Executive Engineer
O/o the Executive Engineer, LSGD Division, Kakkanad, Ernakulam
Refer tender document
2025_LSGD_806546_1
ET109/MLA-ADS/EE/LSGD/25-26
Open Tender
Civil Works - Others
Item Rate
300 days
kakkanad
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹29,557
Yes
10 Nov 2025
7 Oct 2025
16 Oct 2025
7 Oct 2025
16 Oct 2025
7 Oct 2025
Amount
Road Retarring
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.
OD83838/2025-2026:Providing and Laying of Interlocking Concrete Block Pavements using 80mm M40 Hydraulic blocks of approved size, design and shape, laid in required pattern over and including a compacted bed of 6mm stone aggregate 0f 50mm average thickness etc all complete as per the direction of Engineer-in-charge
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)
OD83494/2025-2026:Supplying and fixing in place granite nameboard of slab area less than 0.9sqm including engraving and painting letters etc complete as per direction of Engineer incharge at site
ABHIJITH T S (BID ID -2393073)
Bidder Name
SHAIJU K K
ABHIJITH T S
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finance_1343600.pdf
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