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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.7 LAdmitted-Fee/PreQual/Technical/Finance ERNAKULAM | KERALA | 680667 | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹2.7 L+₹2,311.61 (0.87%)Admitted-Fee/PreQual/Technical/Finance MEOOTHTHRYKALATHUR P O THIRIKKALATHUR MUVATTUPUZHA | ERNAKULAM | KERALA | 680667 | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | DILEEPKUMAR.MV. L2 | SREERAM K NANDAN L1 |
|---|---|---|---|---|---|
| 1.00Maintenance | |||||
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m 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 | 10.92 | cum | 500 ₹5,460 | 441.5 ₹4,821.18 Lowest |
| 1.00 | OD5795/2026-2027:Dry rubble masonry - Dry rubble masonry with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site Modified 60.7.1 | 14.21 | cum | 4,200 ₹59,661 | 4,160.22 ₹59,095.93 Lowest |
| 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 | 11.2 | cum | 3,400 ₹38,090.2 | 3,337.88 ₹37,394.27 Lowest |
| 1.00 | OD11977/2026-2027:od1272281/2021_2022 :Providing Plain cement concrete for ROAD WORK EXCLUSIVE OF FORMWORK CC 1:2:4 (1 cement: 2 fine aggregate: 4 course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required including compaction USING NEEDLE VIBRATOR, finishing and tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per specification (i) Nominal mix (1:2:4) Modified 75.8.1 | 16.87 | cum | 9,200 ₹1,55,222.4 | 9,195.92 ₹1,55,153.56 Lowest |
| 1.00 | 3.4:Construction of Embankment with Material Obtained from Borrow Pits 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 | 16.15 | cum | 680 ₹10,984.72 | 658.77 ₹10,641.77 Lowest |
Tender Value
Refer Docs
EMD Value
₹6,678
Closing Date
23 Sept 2026, 9:00 amClosed
AE, LSGD, Marady GP
ASSISTANT ENGINEER MARADY GP
Annual Plan-MRDY 113/2027 Oniyelivayal Kakketh Road Maintenance ward 1-MRDY 113/2027-General Civil Work
2026_LSGD_869557_1
E1/AE/LSGD/MRD/26-27
Open Tender
Civil Works - Roads
Item Rate
180 days
Marady
Please refer Tender documents.
10 documents required · 10 mandatory
₹590
₹6,678
26 Sept 2026
15 Sept 2026
25 Sept 2026
15 Sept 2026
23 Sept 2026
15 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Maintenance | |||||
| 1.001 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m 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 | 10.92 | cum | - | - |
| 1.002 | OD5795/2026-2027:Dry rubble masonry - Dry rubble masonry with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site Modified 60.7.1 | 14.21 | cum | - | - |
| 1.003 | 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 | 11.2 | cum | - | - |
| 1.004 | OD11977/2026-2027:od1272281/2021_2022 :Providing Plain cement concrete for ROAD WORK EXCLUSIVE OF FORMWORK CC 1:2:4 (1 cement: 2 fine aggregate: 4 course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required including compaction USING NEEDLE VIBRATOR, finishing and tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per specification (i) Nominal mix (1:2:4) Modified 75.8.1 | 16.87 | cum | - | - |
| 1.005 | 3.4:Construction of Embankment with Material Obtained from Borrow Pits 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 | 16.15 | cum | - | - |
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