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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 | 1₹4.2 LAccepted-AOC KAYANNA BAZAR KAYANNA P O KOZHIKODE | 1 | Accepted-AOC lowest rate quoted | |
| 2 | Rejected-Technical | - | Rejected-Technical Highest rate quoted |
| Sl No | Description | Qty | Unit | KAIRALI LABOUR CONTRACT CO OPERATIVE SOCIETY LIMITED NO D3251 L1 | PAYYOLI NARAYANAN SMARAKA PRAVASI LABOUR CONTRACT CO-OPERATIVE SOCIETY LTD. L2 |
|---|---|---|---|---|---|
| 1.00Road work | |||||
| 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 | 51 | cum | 50.21 ₹2,560.71 Lowest | 54 ₹2,754 |
| 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. | 91.48 | sqm | 306.7 ₹28,056.92 Lowest | 325.65 ₹29,790.46 |
| 1.00 | 75.5.2.2pb:Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 510 | sqm | 18.73 ₹9,552.3 Lowest | 19.66 ₹10,026.6 |
| 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) | 510 | sqm | 289.47 ₹1,47,629.7 Lowest | 306.54 ₹1,56,335.4 |
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 36.96 | cum | 405.52 ₹14,988.02 Lowest | 424.65 ₹15,695.06 |
| 1.01 | OD207113/2025-2026:Granular Sub-base with Well Graded Material (Table 400.1) &lt;br&gt; (A) By Mix in Place
Method &lt;br&gt; Construction of granular sub-base by providing well graded material,
spreading in uniform layers without motor grader on prepared surface, mixing by mix in place
method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired
density, complete as per Technical Specification Clause 401. &lt;br&gt; (i) For Grading I
Material (WITHOUT ROLLER) | 16.8 | cum | 3,023.53 ₹50,795.3 Lowest | 3,212.32 ₹53,966.98 |
| 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) | 20.16 | cum | 8,438.18 ₹1,70,113.71 Lowest | 8,620.32 ₹1,73,785.65 |
Tender Value
₹4.2 L
EMD Value
₹10,592
Closing Date
25 Aug 2025, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Assistant engineer
Assistant engineer LID EW Section meppayur gp
Road retarring,irish
2025_LSGD_783057_1
AE/LSGD/MPR/23/2025-26
Open Tender
Civil Works - Roads
Item Rate
240 days
MEPPAYUR
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,592
Yes
4 Dec 2025
16 Aug 2025
27 Aug 2025
16 Aug 2025
25 Aug 2025
16 Aug 2025
Amount
Road work
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
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.
75.5.2.2pb:Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry 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 <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)
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
OD207113/2025-2026:Granular Sub-base with Well Graded Material (Table 400.1) &lt;br&gt; (A) By Mix in Place Method &lt;br&gt; Construction of granular sub-base by providing well graded material, spreading in uniform layers without motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. &lt;br&gt; (i) For Grading I Material (WITHOUT ROLLER)
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)
PAYYOLI NARAYANAN SMARAKA PRAVASI LABOUR CONTRACT CO-OPERATIVE SOCIETY LTD. (BID ID -2305370)
Bidder Name
KAIRALI LABOUR CONTRACT CO OPERATIVE SOCIETY LIMITED NO D3251
PAYYOLI NARAYANAN SMARAKA PRAVASI LABOUR CONTRACT CO-OPERATIVE SOCIETY LTD.
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