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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹84,545.77Accepted-AOC KADAMPAZHIPURAM GP MUCHEERIPPADI ROAD CONCRETE PROJ NO 255 | KOTTAYAM | KERALA | 686102 | ₹84,545.77 | L1 | Accepted-AOC accepted |
| 2 | L2₹85,040.50Rejected-AOC NOT AVAILABLE | ₹85,040.50 | L2 | Rejected-AOC rejected |
| Sl No | Description | Qty | Unit | Gopalakrishnan N L1 | C MANIKANDAN L2 |
|---|---|---|---|---|---|
| 1.00Concrete | |||||
| 1.00 | OD315163/2025-2026: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 1.5M in allakinds of soil | 33.9 | sqm | 36.75 ₹1,245.83 | 37 ₹1,254.3 |
| 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 | 2.03 | cum | 1,837 ₹3,729.11 | 1,840 ₹3,735.2 |
| 1.00 | OD315162/2025-2026: Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material | 3.79 | cum | 3,144 ₹11,915.76 | 3,200 ₹12,128 |
| 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) | 6.88 | cum | 9,563 ₹65,841.26 | 9,600 ₹66,096 |
| 1.00 | OD417738/2025-2026:DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site | 1.01 | cum | 1,787 ₹1,813.81 | 1,800 ₹1,827 |
Tender Value
₹84,555
EMD Value
₹2,114
Closing Date
28 Jan 2026, 4:00 pmClosed
Assistant Engineer
O/o the Assistant Engineer LID and EW Kadampazhipuram GP
Annual Plan-Kizhiyathodi Tractor Road Concrete in Kadampazhipuram GP 2025 - 26 (Pro.No.206)-206/26
2026_LSGD_829050_1
ET-03/25-26/AE/LSGD/KTPM- 9
Open Tender
Civil Works - Roads
270 days
Kadampazhipuram Grama Panchayath
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
Yes
₹2,114
Yes
9 Mar 2026
20 Jan 2026
31 Jan 2026
20 Jan 2026
28 Jan 2026
20 Jan 2026
Concrete
OD315163/2025-2026: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 1.5M in allakinds of soil
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
OD315162/2025-2026: Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material
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)
OD417738/2025-2026:DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site
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