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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.6 LAccepted-Finance | L1 | Accepted-Finance L1 | |
| 2 | L2₹9.4 L+₹76,522.69 (8.86%)Accepted-Finance | L2 | Accepted-Finance L2 |
| Sl No | Description | Qty | Unit | REBIN S THOMAS L2 | Bismi construction L1 |
|---|---|---|---|---|---|
| 1.00Retarring | |||||
| 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. | 92.33 | sqm | 351 ₹32,406.08 | 322.54 ₹29,778.51 Lowest |
| 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. | 90.31 | sqm | 455.01 ₹41,093.77 | 415.05 ₹37,484.83 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. | 934.5 | sqm | 17.84 ₹16,671.48 | 16.39 ₹15,316.46 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) | 934.5 | sqm | 325.65 ₹3,04,319.93 | 299.24 ₹2,79,639.78 Lowest |
| 2.00irish concreting | |||||
| 2.00 | OD46127/2026-2027:Surface dressing of the ground including removing vegetations and in-equalities not exceeding 15cm deep and disposal of rubbish,lead upto50m and lift up to 50m,all kinds of soil | 190.8 | per sqm | 40.79 ₹7,782.73 | 37.48 ₹7,151.18 Lowest |
| 2.00 | 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) | 19.08 | cum | 10,197.27 ₹1,94,563.91 | 9,370.46 ₹1,78,788.38 Lowest |
| 3.00side protection wall | |||||
| 3.00 | 11.1.1.1:Excavation for Structures <br> Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. <br> I. Ordinary soil <br> (i) Upto 3 m depth | 6.16 | cum | 1,045.43 ₹6,439.85 | 960.66 ₹5,917.67 Lowest |
Tender Value
₹8.5 L
EMD Value
₹21,177
Closing Date
27 Jul 2026, 2:00 pmClosed
Assistant Executive Engineer
Punalur Municipality
Punalur Municipality -Annual plan 2026-2027 - Project no. 80 Kakkod Ward-Kakkod Kurisadi Parayil Kurumakkad Road re-tarring in Kakkod ward-General Civil Work
2026_LSGD_860996_7
03/2026-27/AEE/LIDEW/PMC
Open Tender
Civil Works - Roads
Item Rate
90 days
Punalur Municipality
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
Yes
₹21,177
Yes
27 Sept 2026
18 Jul 2026
28 Jul 2026
18 Jul 2026
27 Jul 2026
18 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Retarring | |||||
| 1.001 | 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. | - | sqm | - | - |
| 1.002 | 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. | 0.6 | sqm | - | - |
| 1.003 | 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. | - | sqm | - | - |
| 1.004 | 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) | - | sqm | - | - |
| 2irish concreting | |||||
| 2.001 | OD46127/2026-2027:Surface dressing of the ground including removing vegetations and in-equalities not exceeding 15cm deep and disposal of rubbish,lead upto50m and lift up to 50m,all kinds of soil | - | per sqm | - | - |
| 2.002 | 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 | cum | - | - |
| 3side protection wall | |||||
| 3.001 | 11.1.1.1:Excavation for Structures <br> Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. <br> I. Ordinary soil <br> (i) Upto 3 m depth | - | cum | - | - |
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