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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.3 LAccepted-AOC | ₹8.3 L | L1 | Accepted-AOC LOWEST ONE |
| 2 | L2₹8.4 LRejected-Finance | ₹8.4 L | L2 | Rejected-Finance L2 |
| 3 | L3₹8.5 LRejected-Finance THENGUMPALLIL HOUSE KALLAR RAJAPURAM 671532 | RAJAPURAM | KASARAGOD | KERALA | 671532 | ₹8.5 L | L3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | T J Joseph Joy L3 | Sinoj M George L1 | G S RAJEEV L2 |
|---|---|---|---|---|---|---|
| 1.00DRAINAGE AND OTHER WORKS | ||||||
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 164.19 | cum | 66.07 ₹10,847.77 | 65.07 ₹10,683.58 | 65.73 ₹10,791.95 |
| 1.00 | 3.9.2.B:Excavation in Hard Rock (blasting prohibited) Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with a lift upto 1.5 m and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.5 (B) Mechanical Means | 2.71 | cum | 1,728.8 ₹4,691.96 | 1,714.04 ₹4,651.90 | 1,719.98 ₹4,668.03 |
| 1.00 | 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | 23.2 | cum | 8,468.09 ₹2.0 L | 8,341.43 ₹1.9 L | 8,424.9 ₹2.0 L |
| 1.00 | 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | 62.64 | cum | 8,275.57 ₹5.2 L | 8,151.84 ₹5.1 L | 8,233.36 ₹5.2 L |
| 1.00 | 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) | 5.8 | cum | 8,642.33 ₹50,125.51 | 8,513.12 ₹49,376.10 | 8,598.25 ₹49,869.85 |
| 1.01 | OD373767/2025-2026:DRY RUBBLE MASONRY with hard stone, including Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications.(Using department material) | 2.71 | cum | 3,690.96 ₹10,017.27 | 3,635.48 ₹9,866.69 | 3,672.14 ₹9,966.19 |
| 1.01 | 75.7.1:DRY RUBBLE MASONRY with hard stone, including Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications. | 8.54 | cum | 6,441.97 ₹54,988.66 | 6,345.66 ₹54,166.55 | 6,409.12 ₹54,708.25 |
Updated dates
Tender Value
₹8.5 L
EMD Value
₹21,138
Closing Date
19 Jan 2026, 4:00 pmClosed
ASSISTANT ENGINEER
OFFICE OF AE, PANATHADY GP
Annual Plan-PRO NO 168/2025-26 CONSTRUCTION OF DRAINAGE FOR GADIKAL KAPPITHOTTAM ROAD IN PANATHADY GP
2026_LSGD_826215_6
AE/LSGD/PDY/TEN/03/25-26
Open Tender
Civil Works - Roads
PANATHADY
Please refer Tender documents.
12 documents required · 12 mandatory
₹1,865
₹21,138
10 Mar 2026
9 Jan 2026
20 Jan 2026
9 Jan 2026
19 Jan 2026
9 Jan 2026
DRAINAGE AND OTHER WORKS
3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.
3.9.2.B:Excavation in Hard Rock (blasting prohibited) Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with a lift upto 1.5 m and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.5 (B) Mechanical Means
11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6
11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5)
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)
OD373767/2025-2026:DRY RUBBLE MASONRY with hard stone, including Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications.(Using department material)
75.7.1:DRY RUBBLE MASONRY with hard stone, including Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications.
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