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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.4 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹8.4 L+₹1.0 L (13.9%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹8.4 L+₹1.0 L (14.0%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | SHELTEN JAMES L1 | MOIDUKUTTY EK L2 | faisal k L3 |
|---|---|---|---|---|---|---|
| 1.00ROAD CONSTRUCTION | ||||||
| 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. | 144 | cum | 57.75 ₹8,316 Lowest | 65 ₹9,360 | 70 ₹10,080 |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method 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. (i) For Grading I Material | 72 | cum | 2,701.64 ₹1,94,518.08 Lowest | 3,077 ₹2,21,544 | 3,080 ₹2,21,760 |
| 1.00 | OD547215/2025-2026: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) | 72 | cum | 7,416.13 ₹5,33,961.36 Lowest | 8,446 ₹6,08,112 | 8,450 ₹6,08,400 |
| 1.00 | 3.3:Construction of Embankment with Material Obtained from Roadway Cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 | 19.2 | cum | 46.05 ₹884.16 Lowest | 52 ₹998.4 | 55 ₹1,056 |
| 1.00 | OD44870/2026-2027:Name board]Providing and fixing Granite of any colour and shade for Name board, of required size laid over base of cement mortar 1:4 ( 1 cement : 4 coarse sand), including all charges etc.complete at all, levels, including lettering & fixing | 1 | L.S | 2,577.4 ₹2,577.4 Lowest | 2,935 ₹2,935 | 2,940 ₹2,940 |
Tender Value
Refer Docs
EMD Value
₹21,078
Closing Date
29 Sept 2026, 6:55 pmClosed
Municipal Secretary
Municipal Secretary Municipal Office Perinthalmanna
MP-LADS-- 2025-26-PROJECT CODE 12271-CONSTRUCTION OF KIZHISSERI - UNNEEN HAJI ROAD WARD 12 AT PERINTHALMANNA MUNICIPALITY-General Civil Work
2026_LSGD_871624_36
03/ME/LID and EW/PMNA/ET/2026-27
Open Tender
Civil Works - Roads
Item Rate
180 days
Perinthalmanna
Please refer Tender documents.
10 documents required · 10 mandatory
₹1,860
₹21,078
Yes
1 Oct 2026
22 Sept 2026
1 Oct 2026
22 Sept 2026
29 Sept 2026
22 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1ROAD CONSTRUCTION | |||||
| 1.001 | 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. | 144 | cum | - | - |
| 1.002 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method 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. (i) For Grading I Material | 72 | cum | - | - |
| 1.003 | OD547215/2025-2026: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) | 72 | cum | - | - |
| 1.004 | 3.3:Construction of Embankment with Material Obtained from Roadway Cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 | 19.2 | cum | - | - |
| 1.005 | OD44870/2026-2027:Name board]Providing and fixing Granite of any colour and shade for Name board, of required size laid over base of cement mortar 1:4 ( 1 cement : 4 coarse sand), including all charges etc.complete at all, levels, including lettering & fixing | 1 | L.S | - | - |
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