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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.3 LAccepted-Finance PARAYIL THIKIDIMAYIL ROAD NAVIKARANAM | MALAPPURAM | KERALA | 670612 | ₹4.3 L | L1 | Accepted-Finance accepted as per resolution no. 10 dated 28/02/2026 |
| 2 | L2₹5.4 LRejected-Finance | ₹5.4 L | L2 | Rejected-Finance 2nd bidder |
| Sl No | Description | Qty | Unit | JOHNSON JOSE L1 | TEJI PAUL L2 |
|---|---|---|---|---|---|
| 1.00concreting | |||||
| 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. | 115.24 | sqm | 225.31 ₹25,964.72 | 284 ₹32,728.16 |
| 1.00 | OD416083/2024-2025:Preparation of Foundation for Embankment
Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means
Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 164 | sqm | 5.52 ₹905.28 | 6.99 ₹1,146.36 |
| 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. | 605.5 | sqm | 11.09 ₹6,715 | 14 ₹8,477 |
| 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) | 605.5 | sqm | 203.93 ₹1.2 L | 258 ₹1.6 L |
| 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) | 24.6 | cum | 6,750 ₹1.7 L | 8,358 ₹2.1 L |
| 1.01 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 16.92 | cum | 6,345 ₹1.1 L | 8,000 ₹1.4 L |
| 1.01 | OD396371/2024-2025:Surface dressing of the ground including removing vegetation and in-equalities not exceeding
15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.
All kinds of soil | 141 | per sqm | 29.04 ₹4,094.64 | 29.1 ₹4,103.10 |
Tender Value
₹5.5 L
EMD Value
₹13,751
Closing Date
5 Feb 2026, 4:00 pmClosed
Assistant Engineer
Office of The Assistant Engineer, LSGD Section, Ettumanoor Municipality
Annual Plan Karothukavala YMCA road Irish concreting ward 14 Pr no 440 25 Ettumanoor municipality General Civil Work
2025_LSGD_773935_2
E1-3/AE/ETMR/25-26 (3)
Open Tender
Civil Works - Roads
180 days
Ettumanoor
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,215
₹13,751
2 Jun 2026
28 Jan 2026
7 Feb 2026
28 Jan 2026
5 Feb 2026
28 Jan 2026
concreting
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.
OD416083/2024-2025:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
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)
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)
75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
OD396371/2024-2025:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil
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