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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.4 LAccepted-Finance | L1 | Accepted-Finance Accepted | |
| 2 | L2₹5.5 L+₹10,550.45 (1.95%)Accepted-Finance | L2 | Accepted-Finance Second bidder. Kept in abeyance till the execution of agmnt by the First Bidder |
| Sl No | Description | Qty | Unit | Rijo George L1 | NISHA DINESH L2 |
|---|---|---|---|---|---|
| 1.00culvert | |||||
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m 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. | 90.27 | cum | 60.84 ₹5,491.84 Lowest | 65.97 ₹5,954.91 |
| 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 | 2.9 | cum | 7,450.57 ₹21,621.55 Lowest | 8,401.36 ₹24,380.75 |
| 1.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 1.87 | tonne | 86,457.78 ₹1,61,935.42 Lowest | 93,741.49 ₹1,75,577.81 |
| 1.00 | 12.5.4: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> IV. R.C.C. grade M 25 | 15.22 | cum | 9,369.55 ₹1,42,651.4 Lowest | 9,980 ₹1,51,945.5 |
| 1.00 | OD190122/2025-2026:DRY RUBBLE MASONRY with hard stone, excluding Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications. | 22.47 | cum | 5,341.27 ₹1,19,996.97 | 4,400 ₹98,850.4 Lowest |
| 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 | 6.97 | cum | 583.87 ₹4,068.99 | 466 ₹3,247.55 Lowest |
| 1.01 | 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. | 9.2 | cum | 2,139.55 ₹19,683.86 Lowest | 2,319.8 ₹21,342.16 |
| 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) | 6.9 | cum | 8,232.6 ₹56,804.94 Lowest | 8,926.16 ₹61,590.5 |
| 1.01 | OD463928/2025-2026:Pointing with cement mortar (1:3) on Dry Rubble work as per drawing and technical specification Clauses 613.3 and 1204 | 7.28 | sqm | 341.25 ₹2,484.3 | 320 ₹2,329.6 Lowest |
Tender Value
₹5.9 L
EMD Value
₹14,655
Closing Date
25 Feb 2026, 3:00 pmClosed
MANJESHKAR P S
Office of the Assistant Engineer, LID EW Section,
Proj no 169. KONNERIKKUNNU AYITHARA CULVERT
2026_LSGD_836620_11
AE/LIDEW/MLR/ET-5/25-26
Open Tender
Civil Works - Roads
Item Rate
180 days
Malur Grama panchayath
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,295
Yes
₹14,655
Yes
4 Jun 2026
17 Feb 2026
28 Feb 2026
17 Feb 2026
25 Feb 2026
17 Feb 2026
culvert
3.5.2:Excavation in Soil with Dozer with lead upto 100 m 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.
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
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
12.5.4: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> IV. R.C.C. grade M 25
OD190122/2025-2026:DRY RUBBLE MASONRY with hard stone, excluding Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications.
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)
OD463928/2025-2026:Pointing with cement mortar (1:3) on Dry Rubble work as per drawing and technical specification Clauses 613.3 and 1204
OD464298/2025-2026:Plastering with cement mortar (1:4), 6 mm thick,1 cement,4 fine sand
10.7:Painting on Concrete/Steel Surfaces with Epoxy<br> Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701
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