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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹7.9 LAccepted-Finance | ₹7.9 L | 1 | Accepted-Finance 1 |
| 2 | 2₹8.2 LRejected-Finance | ₹8.2 L | 2 | Rejected-Finance 2 |
| Sl No | Description | Qty | Unit | K P JOY L1 | K S Pauly L2 |
|---|---|---|---|---|---|
| 1.00Road renovation | |||||
| 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. | 126.66 | sqm | 220 ₹27,865.2 | 125 ₹15,832.5 |
| 1.00 | 75.5.2.2pb:Tack Coat - With Packed Bitumen Rates 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. | 1,435.7 | sqm | 18.9 ₹27,134.73 | 20 ₹28,714 |
| 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) | 1,435.7 | sqm | 299 ₹4,29,274.3 | 330 ₹4,73,781 |
| 1.00 | OD239552/2025-2026:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means
over areas including disposal of excavated earth, lead up to 50 m and lift up to 3 m, disposed earth to be
levelled and neatly dressed. Extra for every additional lift 1.5 m or part there of in excavation / banking
excavated or stacked materials.
All kinds of soil first depth depth up to 3 m
All kinds of soil | 32.04 | cum | 404.86 ₹12,971.71 | 300 ₹9,612 |
| 1.00 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 32.04 | cum | 9,110 ₹2,91,884.4 | 9,000 ₹2,88,360 |
| 1.01 | OD253559/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site | 0.72 | cum | 4,258.1 ₹3,065.83 | 4,000 ₹2,880 |
| 1.01 | 11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203III. P.C.C. grade M 20 (i) Nominal mix (1:2:4) | 0.09 | cum | 9,514.49 ₹856.3 | 9,000 ₹810 |
Tender Value
₹8.3 L
EMD Value
₹20,649
Closing Date
5 Jan 2026, 5:00 pmClosed
Laisha E Asokan
Office of the Assistant Executive Engineer, LSGD, Chalakudy Municipality
Annual Plan-S0366/26-Chalakudy Muncipality 2025-26 ward 25 D R L Road Maintanence.-General Civil Work (RETENDER)
2025_LSGD_823987_6
08/2025-26/AEE/LSGD/CKDY
Open Tender
Civil Works - Roads
300 days
chalakudy municipality
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,825
Yes
₹20,649
Yes
3 Jul 2026
27 Dec 2025
7 Jan 2026
27 Dec 2025
5 Jan 2026
27 Dec 2025
Road renovation
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.
75.5.2.2pb:Tack Coat - With Packed Bitumen Rates 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 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)
OD239552/2025-2026:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas including disposal of excavated earth, lead up to 50 m and lift up to 3 m, disposed earth to be levelled and neatly dressed. Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials. All kinds of soil first depth depth up to 3 m All kinds of soil
75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
OD253559/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site
11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203III. P.C.C. grade M 20 (i) Nominal mix (1:2:4)
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