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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| Sl No | Description | Qty | Unit | VIJAYAN J L1 | Dileep L2 |
|---|---|---|---|---|---|
| 1.00Road improverments | |||||
| 1.00 | OD152802/2026-2027:Surface dressing of the ground in all kinds of soil including removing vegetation and in equalities not exceeding 15cm deep and disposal of rubbish, lead up to 50m and lift up to 1.5m | 90 | 1 sqm | 45 ₹4,050 Lowest | 50 ₹4,500 |
| 1.00 | 3.7:Removal of Unsuitable Soil with Disposal upto 1000 m 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 | 50.25 | cum | 65 ₹3,266.25 Lowest | 70 ₹3,517.5 |
| 1.00 | 5.5.A.1a:Modified Penetration Macadam 50 mm thick using Bitumen S-65 <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. | 104.37 | sqm | 345 ₹36,007.65 Lowest | 350 ₹36,529.5 |
| 1.00 | 5.2.1a:Tack Coat 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. | 904.5 | sqm | 17 ₹15,376.5 Lowest | 20 ₹18,090 |
| 1.00 | 75.5.11.1.A.2Z:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 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) | 904.5 | sqm | 362 ₹3,27,429 Lowest | 370 ₹3,34,665 |
| 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) | 9 | cum | 9,500 ₹85,500 Lowest | 9,800 ₹88,200 |
Tender Value
₹4.7 L
EMD Value
₹11,812
Closing Date
23 Sept 2026, 5:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
AE, PALLICHAL
AE, PALLICHAL o/o the Assistant Engineer,Pallichal GP
Pro no 178 Protection of Kambarathalaykkal Kavadimmoola road ward 6
2026_LSGD_869591_9
T1/AE/LSGD/PCL/2026
Open Tender
Civil Works - Roads
Item Rate
180 days
PALLICHAL GP
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,045
Yes
₹11,812
Yes
28 Oct 2026
16 Sept 2026
25 Sept 2026
16 Sept 2026
23 Sept 2026
16 Sept 2026
16 Sept 2026 - 23 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road improverments | |||||
| 1.001 | OD152802/2026-2027:Surface dressing of the ground in all kinds of soil including removing vegetation and in equalities not exceeding 15cm deep and disposal of rubbish, lead up to 50m and lift up to 1.5m | 90 | 1 sqm | - | - |
| 1.002 | 3.7:Removal of Unsuitable Soil with Disposal upto 1000 m 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 | 50.25 | cum | - | - |
| 1.003 | 5.5.A.1a:Modified Penetration Macadam 50 mm thick using Bitumen S-65 <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. | 104.37 | sqm | - | - |
| 1.004 | 5.2.1a:Tack Coat 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. | 904.5 | sqm | - | - |
| 1.005 | 75.5.11.1.A.2Z:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 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) | 904.5 | sqm | - | - |
| 1.006 | 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) | 9 | cum | - | - |
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