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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹2.8 LAccepted-AOC | 1 | Accepted-AOC L1 | |
| 2 | 2₹2.8 L+₹2,068.53 (0.74%)Rejected-Finance | 2 | Rejected-Finance r |
| Sl No | Description | Qty | Unit | K K THAMBAN L2 | RAJESH.T.S L1 |
|---|---|---|---|---|---|
| 1.00Culvert 1-Concrete side wall and road concreting | |||||
| 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. | 4.2 | cum | 68.98 ₹289.72 | 65.97 ₹277.07 Lowest |
| 1.00 | OD250213/2025-2026: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 6 [ Modified 11.4.1.1 Form work
excluded] | 1.68 | cum | 8,080.3 ₹13,574.9 | 8,078.25 ₹13,571.46 Lowest |
| 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) | 13.82 | cum | 8,220.5 ₹1,13,648.41 | 8,210.4 ₹1,13,508.78 Lowest |
| 1.00 | 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. | 2.48 | cum | 2,340.9 ₹5,793.73 | 2,319.8 ₹5,741.51 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) | 4.95 | cum | 8,930.26 ₹44,204.79 | 8,926.16 ₹44,184.49 Lowest |
| 1.01 | OD250346/2025-2026:Supplying and fixing 75mm dia 4 Kg/cm2 Pipe for weep holes | 6.7 | metre | 190.35 ₹1,275.35 | 187.21 ₹1,254.31 Lowest |
| 2.00Culvert 2-DR-Masonry Side Protection wall | |||||
| 2.00 | 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 | cum | 430.1 ₹4,301 | 412.06 ₹4,120.6 Lowest |
| 2.00 | 3.8.2:Excavation in Ordinary Rock with Dozer with lead upto 100 m <br> Excavation for roadway in ordinary rock by deploying a dozer D-50 including cutting and pushing the cut earth to site of embankment upto a distance of 100 m (average lead 50 m), trimming bottom and side slopes in accordance with the requirements of lines, grades and cross-sections with lift upto 1.5 m. | 6 | cum | 88.6 ₹531.6 | 84.3 ₹505.8 Lowest |
Tender Value
₹2.8 L
EMD Value
₹6,945
Closing Date
2 Sept 2025, 6:00 pmClosed
Assistant Engineer
Office of The Assistant Engineer LID and EW
Eruvessy GP_ 197_25_26_maintenance to culverts at Holycross Kallur road
2025_LSGD_788681_27
TN/01/AE/LSGD/ERY/2025-26
Open Tender
Civil Works - Roads
Item Rate
Eruvessy
Please refer Tender documents.
7 documents required · 7 mandatory
₹615
Yes
₹6,945
Yes
7 Oct 2025
25 Aug 2025
8 Sept 2025
25 Aug 2025
2 Sept 2025
25 Aug 2025
Amount
Culvert 1-Concrete side wall and road concreting
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.
OD250213/2025-2026: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 6 [ Modified 11.4.1.1 Form work excluded]
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)
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)
OD250346/2025-2026:Supplying and fixing 75mm dia 4 Kg/cm2 Pipe for weep holes
Culvert 2-DR-Masonry Side Protection wall
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
3.8.2:Excavation in Ordinary Rock with Dozer with lead upto 100 m <br> Excavation for roadway in ordinary rock by deploying a dozer D-50 including cutting and pushing the cut earth to site of embankment upto a distance of 100 m (average lead 50 m), trimming bottom and side slopes in accordance with the requirements of lines, grades and cross-sections with lift upto 1.5 m.
3.9.3:Excavation in Hard Rock (controlled blasting) with disposal upto 1000 m <br> Excavation for roadway in hard rock with controlled blasting by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross-sections, loading and disposal of cut rock with a lift upto 1.5 m and leads upto 1000 m as per Technical Specification Clause 302.3.5
OD253174/2025-2026:0.7.1. 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 site(using deptl stone)
OD253175/2025-2026:0.7.1. 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 site
OD243544/2025-2026:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:2:4 (cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)
K K THAMBAN (BID ID -2315449)
Bidder Name
K K THAMBAN
RAJESH.T.S
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