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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.8 LAccepted-AOC KALLIVALAPPIL HOUSE POST THALAKKASSERY AE | THIRUVANANTHAPURAM | KERALA | 695001 | ₹3.8 L | L1 | Accepted-AOC L1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical L2 |
| 3 | Rejected-Technical ASSISTANT EXECUTIVE ENGINEER LSGD LID EW SUB DIVISION KOOTTANAD 679533 | PALAKKAD | KERALA | 679533 | - | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | subramanian L2 | Balanandan MS L3 | MK Khader L1 |
|---|---|---|---|---|---|---|
| 1.00ROAD CONCRETING | ||||||
| 1.00 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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. | 249.9 | sqm | 10 ₹2,499 Lowest | 16.01 ₹4,000.9 | 14.39 ₹3,596.06 |
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 10.41 | cum | 400 ₹4,165.2 | 441.5 ₹4,597.34 | 396.4 ₹4,127.71 Lowest |
| 1.00 | OD171248/2025-2026:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in
place method normal. Construction of granular sub-base by providing local material spreading in uniform
layers manually mixing by mix in place method and compacting with rammers to achieve the desired density
complete as per Clause 401.4 as per Technical Specification Clause 408. | 19.78 | cum | 2,341 ₹46,314.34 | 2,341.68 ₹46,327.8 | 2,104 ₹41,625.54 Lowest |
| 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) | 37.48 | cum | 9,563 ₹3,58,469.06 | 9,563.75 ₹3,58,497.17 | 8,597 ₹3,22,258.55 Lowest |
| 1.00 | OD171249/2025-2026:1.003-Specification code: 51.2.3
Filling with Quarry Muck &lt;br&gt; Filling up low lying and water logged areas with local
material/ quarry muck, spreading in layers, leveling the top at site and consolidation by
ramming, etc complete for improving the CBR value of subgrade | 5 | cum | 920 ₹4,598.16 | 947.54 ₹4,735.8 | 851 ₹4,253.3 Lowest |
| 1.01 | OD171250/2025-2026:1.001-Specification code: OD55895/2022-2023
Engraving letters in hard stone for granite 90X60 cm size name board for inauguration
(including granite board & lettering)Erecting and fixing charges etc | 1 | each | 4,988 ₹4,988 | 4,988.37 ₹4,988.37 | 4,484 ₹4,484 Lowest |
Tender Value
₹4.2 L
EMD Value
₹10,579
Closing Date
11 Aug 2025, 11:00 amClosed
Assistant Engineer
o/o assistant engineer ,kappur gp
concretework at MAARAYAMKUNNU VAAYANASHALA ROAD ward 11 IN KAPPUR GP
2025_LSGD_780714_20
1/AE/KPR/2025-26
Open Tender
Civil Works - Roads
Item Rate
180 days
o/o assistant engineer, kappur gp
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,579
Yes
3 Dec 2025
2 Aug 2025
12 Aug 2025
2 Aug 2025
11 Aug 2025
2 Aug 2025
Amount
ROAD CONCRETING
3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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.
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
OD171248/2025-2026:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers manually mixing by mix in place method and compacting with rammers to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408.
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)
OD171249/2025-2026:1.003-Specification code: 51.2.3 Filling with Quarry Muck &lt;br&gt; Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade
OD171250/2025-2026:1.001-Specification code: OD55895/2022-2023 Engraving letters in hard stone for granite 90X60 cm size name board for inauguration (including granite board & lettering)Erecting and fixing charges etc
subramanian (BID ID -2281568)
Balanandan MS (BID ID -2281507)
Bidder Name
subramanian
Balanandan MS
MK Khader
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