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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.9 LAdmitted-Fee/PreQual/Technical/Finance | ₹2.9 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹3.0 L+₹6,345.42 (2.20%)Admitted-Fee/PreQual/Technical/Finance | ₹3.0 L+₹6,345.42 (2.20%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | SREEJESH R. S. L2 | JIJO CHACKO L1 |
|---|---|---|---|---|---|
| 1.00concrete road | |||||
| 1.00 | 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 | 6 | cum | 353.2 ₹2,119.2 | 345.6 ₹2,073.6 Lowest |
| 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 | 4.5 | cum | 530.15 ₹2,385.68 | 518.7 ₹2,334.15 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. | 21.3 | cum | 1,988.75 ₹42,360.38 | 1,946 ₹41,449.8 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) | 31.95 | cum | 7,651.28 ₹2,44,458.4 | 7,486.7 ₹2,39,200.07 Lowest |
| 1.00 | OD41806/2026-2027:providing and fixing Name board in granite slab | 1 | 1 nos | 3,688.68 ₹3,688.68 | 3,609.3 ₹3,609.3 Lowest |
Tender Value
₹3.4 L
EMD Value
₹8,468
Closing Date
18 Aug 2026, 4:00 pmClosed
BLOCK DEVELOPMENT OFFICER
BLOCK DEVELOPMENT OFFICE ,BALUSSERY
MP-LADS-2025-26 - Sri. M.K. Raghavan, Hon. MP, 18th LS - Construction of Balan Nair Thaniyanikkal Road, Ward 9, Koorachundu GP
2026_CRD_864310_1
4297155-2026
Open Tender
Civil Works - Roads
Item Rate
180 days
KOORACHUNDU
Please refer Tender documents.
10 documents required · 10 mandatory
₹750
Yes
₹8,468
Yes
31 Aug 2026
5 Aug 2026
20 Aug 2026
5 Aug 2026
18 Aug 2026
5 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1concrete road | |||||
| 1.001 | 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 | - | cum | - | - |
| 1.002 | 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 | - | cum | - | - |
| 1.003 | 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. | - | cum | - | - |
| 1.004 | 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) | 1 | cum | - | - |
| 1.005 | OD41806/2026-2027:providing and fixing Name board in granite slab | - | 1 nos | - | - |
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