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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.5 LAccepted-AOC MUNDAKANDAM CHERUVATHUR VILLAGE | L1 | Accepted-AOC L1 | |
| 2 | L2₹3.6 L+₹11,006.70 (3.14%)Rejected-Finance | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | RAJESH M L1 | E RAVEENDRAN L2 |
|---|---|---|---|---|---|
| 1.00ROAD CC AND CULVERT | |||||
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> 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. | 21.4 | cum | 54.65 ₹1,169.73 Lowest | 56.36 ₹1,206.33 |
| 1.00 | OD175641/2025-2026:DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour etc | 5.75 | cum | 2,407 ₹13,847.47 Lowest | 2,482.58 ₹14,282.28 |
| 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 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | 3.19 | cum | 7,011.5 ₹22,345.65 Lowest | 7,231.67 ₹23,047.33 |
| 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 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 8.71 | cum | 6,851.7 ₹59,705.71 Lowest | 7,066.85 ₹61,580.53 |
| 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) | 0.55 | cum | 7,155.58 ₹3,906.95 Lowest | 7,380.27 ₹4,029.63 |
| 1.01 | 12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204<br> For height upto 5 m <br> III. R.C.C grade M 20 | 4.36 | cum | 8,145.04 ₹35,496.08 Lowest | 8,400.8 ₹36,610.69 |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.57 | tonne | 78,233.58 ₹44,280.21 Lowest | 80,690.19 ₹45,670.65 |
| 1.01 | OD175768/2025-2026:Dry Rubble masonry -Dry rubble without concrete leveling 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 | 18 | cum | 3,239.96 ₹58,319.28 Lowest | 3,341.7 ₹60,150.6 |
| 1.01 | 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 | 12 | cum | 515.02 ₹6,180.24 Lowest | 531.19 ₹6,374.28 |
Tender Value
₹4.2 L
EMD Value
₹10,584
Closing Date
22 Aug 2025, 5:00 pmClosed
SUMESH KUMAR P
Assistant Engineer LID and EW Section, Cheruvathur Grama Panchayat
CONSTRUCTION OF ROAD FROM MUNDAKANDAM TO KOTHAMKANDAM
2025_LSGD_784074_24
DB1/TN(03)/2025-26.
Open Tender
Civil Works - Roads
Item Rate
180 days
CHERUVATHUR
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,584
Yes
8 Oct 2025
14 Aug 2025
26 Aug 2025
14 Aug 2025
22 Aug 2025
14 Aug 2025
Amount
ROAD CC AND CULVERT
3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> 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.
OD175641/2025-2026:DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour etc
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 <br> I. P.C.C grade M 10 <br> (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 <br>II. P.C.C grade M 15 <br> (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)
12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204<br> For height upto 5 m <br> III. R.C.C grade M 20
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
OD175768/2025-2026:Dry Rubble masonry -Dry rubble without concrete leveling 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
4.11.2: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 with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil.
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)
E RAVEENDRAN (BID ID -2297903)
Bidder Name
E RAVEENDRAN
RAJESH M
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