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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.9 LAccepted-AOC | ₹5.9 L | L1 | Accepted-AOC Accepted Vide Resolution No 06/09/2026 Dated 26/02/2026 of Padiyoor-Kalliad GP |
| Sl No | Description | Qty | Unit | M. SASIDHARAN L1 |
|---|---|---|---|---|
| 1.00PR NO: 105-RENOVATION WORK OF KALLUVAYAL KURISHINKEEZHIL CHULLIYOD ROAD | ||||
| 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 | 5.61 | cum | 50.76 ₹284.61 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. | 188.32 | sqm | 385.11 ₹72,525.07 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. | 1,764 | sqm | 15.57 ₹27,465.48 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) | 1,764 | sqm | 277.04 ₹4,88,698.56 Lowest |
Tender Value
₹5.9 L
EMD Value
₹14,798
Closing Date
16 Feb 2026, 4:00 pmClosed
HARSHITH T V
Office of the Assistant Engineer, LID and EW Section, Padiyoor kalliad Grama Panchayat
Padiyoor Kalliad Grama Panchayat PR NO 105-RENOVATION WORK OF KALLUVAYAL KURISHINKEEZHIL CHULLIYOD ROAD
2025_LSGD_824713_12
04/2025-26/AE/LIDANDEW/PDR
Open Tender
Civil Works - Roads
Item Rate
180 days
Padiyoor-Kalliad Gp
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,305
Yes
₹14,798
Yes
23 Apr 2026
7 Feb 2026
18 Feb 2026
7 Feb 2026
16 Feb 2026
7 Feb 2026
PR NO: 105-RENOVATION WORK OF KALLUVAYAL KURISHINKEEZHIL CHULLIYOD ROAD
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
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.
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)
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