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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.8 LAccepted-AOC | L1 | Accepted-AOC Agreement executed on 25/09/2026 | |
| 2 | L2₹4.0 L+₹16,354.47 (4.28%)Rejected-AOC JARATHA CORNER LAKSHAM VEEDU COLONY ROAD | THIRUVARUR | TAMIL NADU | 609403 | L2 | Rejected-AOC Higher rate and hence not admitted |
| Sl No | Description | Qty | Unit | SHANAVAS T.S L2 | PANJA GROUP L1 |
|---|---|---|---|---|---|
| 1.00road | |||||
| 1.00 | 3.1:Preparation of Foundation for Embankment Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4. | 161.2 | sqm | 15 ₹2,418 Lowest | 46.07 ₹7,426.48 |
| 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 | 48.36 | cum | 500 ₹24,180 | 50.33 ₹2,433.96 Lowest |
| 1.00 | OD499241/2025-2026:Filling with contractor own earth for available source including cost and conveyance
in open areas in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and
watering lead up to 50m and lift up to 1.5m as per direction of site Engineer in charge. | 9.36 | cum | 600 ₹5,616 | 457.93 ₹4,286.22 Lowest |
| 1.00 | OD499249/2025-2026: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 plate vibrator to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material | 24.18 | cum | 2,700 ₹65,286 Lowest | 2,862.44 ₹69,213.8 |
| 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) | 24.18 | cum | 8,670 ₹2,09,640.6 | 8,636.07 ₹2,08,820.17 Lowest |
| 1.01 | 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 | 11.16 | cum | 350 ₹3,906 Lowest | 398.67 ₹4,449.16 |
| 1.01 | 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 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | 2.79 | cum | 8,000 ₹22,320 Lowest | 8,128.32 ₹22,678.01 |
| 1.01 | 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | 7.44 | cum | 8,200 ₹61,008 | 7,943.56 ₹59,100.09 Lowest |
| 1.01 | OD499240/2025-2026:Supplying and fixing granite Name board | 1 | each | 4,000 ₹4,000 | 3,612.24 ₹3,612.24 Lowest |
Tender Value
₹4.2 L
EMD Value
₹10,576
Closing Date
22 Aug 2026, 2:00 pmClosed
Assistant Engineer
Office of Assistant Executive Engineer LID and EW subdivision paravur BP
Annual Plan Construction of Ettu veedu Unnathi SC Road Ward 20 Chittattukkara GP North Paravur BP 67 2026 27 General Civil Work
2026_LSGD_864935_1
3/AE/2025-26
Open Tender
Civil Works - Roads
Item Rate
Paravur Block Panchayath
Please refer Tender documents.
6 documents required · 6 mandatory
₹935
Yes
₹10,576
Yes
26 Sept 2026
10 Aug 2026
24 Aug 2026
10 Aug 2026
22 Aug 2026
10 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1road | |||||
| 1.001 | 3.1:Preparation of Foundation for Embankment Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4. | 1 | sqm | - | - |
| 1.002 | 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 | 1 | cum | - | - |
| 1.003 | OD499241/2025-2026:Filling with contractor own earth for available source including cost and conveyance
in open areas in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and
watering lead up to 50m and lift up to 1.5m as per direction of site Engineer in charge. | 1 | cum | - | - |
| 1.004 | OD499249/2025-2026: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 plate vibrator to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material | 1 | cum | - | - |
| 1.005 | 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 | - | - |
| 1.006 | 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 | - | cum | - | - |
| 1.007 | 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 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | - | cum | - | - |
| 1.008 | 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | - | cum | - | - |
| 1.009 | OD499240/2025-2026:Supplying and fixing granite Name board | - | each | - | - |
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