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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.8 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹3.9 L+₹6,934.95 (1.80%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹3.9 L+₹10,468.36 (2.72%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹4.0 L+₹13,012.55 (3.38%)Admitted-Fee/PreQual/Technical/Finance | L4 | Admitted-Fee/PreQual/Technical/Finance | |
| 5 | L5₹4.1 L+₹22,537.82 (5.86%)Admitted-Fee/PreQual/Technical/Finance | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | anil kumar L5 | P S Sunilkumar L1 | N R THILAKAN L2 | Krishnakumar.g L4 | SASIKUMAR K K L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00Concrete | ||||||||
| 1.00 | 4.1.A.3: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> (iii) For Grading III Material | 22.75 | cum | 3,255.36 ₹74,059.44 | 3,391.01 ₹77,145.48 | 3,136.6 ₹71,357.65 Lowest | 3,187 ₹72,504.25 | 3,164.49 ₹71,992.15 |
| 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) | 34.12 | cum | 8,818.56 ₹3,00,933.36 | 8,500 ₹2,90,062.5 Lowest | 8,845 ₹3,01,835.63 | 8,989 ₹3,06,749.63 | 8,924.89 ₹3,04,561.87 |
| 1.00 | OD92151/2026-2027:Construction of embankment with approved material obtained from
borrow pits , 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 (WITHOUT POWER ROLLER)- | 12.35 | cum | 2,304 ₹28,454.4 | 1,100 ₹13,585 Lowest | 1,199 ₹14,807.65 | 1,219 ₹15,054.65 | 1,210.51 ₹14,949.8 |
| 1.00 | OD92152/2026-2027:Supplying and Fixing Name Board | 1 | each | 3,513.6 ₹3,513.6 | 3,630 ₹3,630 | 3,357 ₹3,357 | 3,127 ₹3,127 Lowest | 3,387.52 ₹3,387.52 |
Tender Value
₹4.2 L
EMD Value
₹10,579
Closing Date
30 Sept 2026, 4:00 pmClosed
Assistant Engineer
LID and EW Sub Division Pattanakakad
Pattanakkad BP-2026-27-Proj no.155/27-Concreting of Nalekattu Vettamkulangara Road in Ward-6 of Kuthiyathodu Grama Panchayath
2026_LSGD_872207_1
23/AE/PKDBP/2026
Open Tender
Civil Works - Roads
Item Rate
180 days
Pattanakkad
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
₹10,579
6 Oct 2026
23 Sept 2026
1 Oct 2026
23 Sept 2026
30 Sept 2026
23 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Concrete | |||||
| 1.001 | 4.1.A.3: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> (iii) For Grading III Material | 22.75 | cum | - | - |
| 1.002 | 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) | 34.13 | cum | - | - |
| 1.003 | OD92151/2026-2027:Construction of embankment with approved material obtained from
borrow pits , 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 (WITHOUT POWER ROLLER)- | 12.35 | cum | - | - |
| 1.004 | OD92152/2026-2027:Supplying and Fixing Name Board | 1 | each | - | - |
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