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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.9 LAccepted-AOC | L1 | Accepted-AOC AGR EXECUTED | |
| 2 | Rejected-Technical KODASSERY PARAMBIL H LESWARAM P O OMASSERY 673 582 | OMASSERY | KOZHIKODE | KERALA | 673582 | - | Rejected-Technical L2 | |
| 3 | Rejected-Technical KERALA KL | - | Rejected-Technical L4 | |
| 4 | Rejected-Technical PUTHUPPALLIL HOUSE MUTHOLY P O | MUTHOLY | KERALA | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | AHAMMED KUTTY L2 | SHAJI GEORGE L3 | GOPALAKRISHNAN KM L4 | JACOB MC L1 |
|---|---|---|---|---|---|---|---|
| 1.00ESTIMATE | |||||||
| 1.00 | OD184896/2025-2026:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in
foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including
dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated
soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
All kinds of soil(MODIFIED DAR 2.8.1) | 24.36 | cum | 160 ₹3,897.6 Lowest | 280 ₹6,820.8 | 326 ₹7,941.36 | 279.16 ₹6,800.34 |
| 1.00 | OD184899/2025-2026:Filling with Quarry Muck
Filling up low lying and water logged areas with local material/Quarry muck , spreading in
layers , levelling the top at site and consolidation by ramming , etc complete for improving the
CBR value of subgrade etc ( OD based on 51.2.3 DAR ) | 6.09 | cum | 1,100 ₹6,699 | 850 ₹5,176.5 | 855 ₹5,206.95 | 765.81 ₹4,663.78 Lowest |
| 1.00 | OD184903/2025-2026:Dry Rubble Masonry- Dry rubble with out 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 site | 66.12 | cum | 2,950 ₹1,95,054 Lowest | 3,100 ₹2,04,972 | 3,461 ₹2,28,841.32 | 3,099.03 ₹2,04,907.86 |
| 1.00 | 3.4:Construction of Embankment with Material Obtained from Borrow Pits <br> Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | 167.04 | cum | 300 ₹50,112 Lowest | 500 ₹83,520 | 551 ₹92,039.04 | 493.63 ₹82,455.96 |
| 1.00 | 3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 84.83 | cum | 250 ₹21,206.25 | 51 ₹4,326.08 Lowest | 57 ₹4,835.03 | 51.12 ₹4,336.25 |
| 1.01 | 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 | 27.84 | cum | 2,300 ₹64,032 Lowest | 2,500 ₹69,600 | 2,787 ₹77,590.08 | 2,495.48 ₹69,474.16 |
| 1.01 | 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) | 39.15 | cum | 7,500 ₹2,93,625 | 7,200 ₹2,81,880 | 7,958 ₹3,11,555.7 | 7,124.21 ₹2,78,912.82 Lowest |
| 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) | 4.35 | cum | 9,600 ₹41,760 | 7,200 ₹31,320 | 7,882 ₹34,286.7 | 7,117.11 ₹30,959.43 Lowest |
| 1.01 | 3.3:Construction of Embankment with Material Obtained from Roadway Cutting <br> Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 | 23 | cum | 350 ₹8,050 | 52 ₹1,196 | 47 ₹1,081 | 42.54 ₹978.42 Lowest |
Tender Value
₹8.5 L
EMD Value
₹21,186
Closing Date
14 Aug 2025, 5:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
ASSISTANT ENGINEER
LID AND EW,KODUVALLY BLOCK PANCHAYATH
PLEASE REFER TENDER DOCUMENTS
2025_LSGD_782988_1
12/AE/KDLY/BP/2025-26
Open Tender
Civil Works - Roads
Item Rate
240 days
KODUVALLY
PLEASE REFER TENDER DOCUMENTS
10 documents required · 10 mandatory
₹1,870
Yes
₹21,186
Yes
1 Oct 2025
7 Aug 2025
16 Aug 2025
7 Aug 2025
14 Aug 2025
7 Aug 2025
Amount
ESTIMATE
OD184896/2025-2026:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil(MODIFIED DAR 2.8.1)
OD184899/2025-2026:Filling with Quarry Muck Filling up low lying and water logged areas with local material/Quarry muck , spreading in layers , levelling the top at site and consolidation by ramming , etc complete for improving the CBR value of subgrade etc ( OD based on 51.2.3 DAR )
OD184903/2025-2026:Dry Rubble Masonry- Dry rubble with out 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 site
3.4:Construction of Embankment with Material Obtained from Borrow Pits <br> Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.
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
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)
3.3:Construction of Embankment with Material Obtained from Roadway Cutting <br> Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
OD184898/2025-2026:Supplying and fixing ' Sila Phalakam' with Granite stone of Size 900mm x 600mm or nearest on prepared wall with Engraving English and or Malayalam Letters of specified size on Hard stone including all cost conveyance labour charges etc complete
AHAMMED KUTTY (BID ID -2287444)
SHAJI GEORGE (BID ID -2287722)
GOPALAKRISHNAN KM (BID ID -2288378)
Bidder Name
SHAJI GEORGE
JACOB MC
AHAMMED KUTTY
GOPALAKRISHNAN KM
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