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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.8 LAccepted-AOC | L1 | Accepted-AOC L1 |
| Sl No | Description | Qty | Unit | SANOJ M L1 |
|---|---|---|---|---|
| 1.00puthakari | ||||
| 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 | 10.72 | cum | 429.14 ₹4,600.38 Lowest |
| 1.00 | OD253536/2025-2026:Dry rubble packing under foundation- Dry stone packing under foundation with good
quality blasted rubble including conveyance of material and labour charges etc. complete as per the
direction of deptl. officers at site | 7.2 | cum | 3,004.54 ₹21,632.69 Lowest |
| 1.00 | OD253770/2025-2026: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 sit | 13.6 | cum | 4,043.73 ₹54,994.73 Lowest |
| 1.00 | 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) | 2.12 | cum | 9,286.69 ₹19,734.22 Lowest |
| 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) | 1.45 | cum | 8,929.5 ₹12,947.78 Lowest |
| 1.01 | OD316738/2025-2026::RANDOM RUBBLE MASONRY Random rubble masonry (without through stone) in
cement mortar 1:6 with good quality blasted rubble including packing to compactness to lines
and levels
cost and cponveyance of all materiala, labour charges etc complete as per direction of
Departmental officers
at site | 7.3 | cum | 6,749.79 ₹49,273.47 Lowest |
| 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 & 1203<br>III. P.C.C. grade M 20 (i) Nominal mix (1:2:4) | 0.58 | cum | 9,248.08 ₹5,326.89 Lowest |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.14 | tonne | 97,625.07 ₹13,569.88 Lowest |
| 1.01 | OD253590/2025-2026:Earth filling using contractors own earth cut and conveyed from out side in layers exceeding 20cm in depth ,consolidating each deposited layer by ramming and watering, leadup to 50m and lift up to 1.5 m as per direction of site Engineer-in charge | 91.5 | cum | 917.31 ₹83,933.87 Lowest |
Tender Value
₹5.9 L
EMD Value
₹14,810
Closing Date
24 Oct 2025, 1:00 pmClosed
ASST ENGINEER
LID EW SECTION KUMBALANGHI GP ERNAKULAM
-105/26 Construction of road at Puthankari colony road in ward 9 of Kumbalanghi GP-2025-26
2025_LSGD_804628_2
31/AE/LSGD/2025-26
Open Tender
Civil Works - Roads
Item Rate
KUMBALANGHI GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,310
Yes
₹14,810
Yes
24 Dec 2025
16 Oct 2025
25 Oct 2025
16 Oct 2025
24 Oct 2025
16 Oct 2025
Amount
puthakari
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
OD253536/2025-2026:Dry rubble packing under foundation- Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per the direction of deptl. officers at site
OD253770/2025-2026: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 sit
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)
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)
OD316738/2025-2026::RANDOM RUBBLE MASONRY Random rubble masonry (without through stone) in cement mortar 1:6 with good quality blasted rubble including packing to compactness to lines and levels cost and cponveyance of all materiala, 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 & 1203<br>III. P.C.C. grade M 20 (i) Nominal mix (1:2:4)
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
OD253590/2025-2026:Earth filling using contractors own earth cut and conveyed from out side in layers exceeding 20cm in depth ,consolidating each deposited layer by ramming and watering, leadup to 50m and lift up to 1.5 m as per direction of site Engineer-in charge
4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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. <br> (i) For Grading I Material
OD316630/2025-2026:Providing and laying Interlocking concrete block pavements using 80 mm M40 hydraulic blocks of approved size, design and shape, laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50 mm average thickness etc complete as per the direction of Engineer-in-charge
Bidder Name
SANOJ M
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