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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+₹7,997.65 (2.08%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹4.0 L+₹13,032.15 (3.39%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹4.1 L+₹21,883.49 (5.69%)Admitted-Fee/PreQual/Technical/Finance | L4 | Admitted-Fee/PreQual/Technical/Finance | |
| 5 | L5₹4.1 L+₹23,996.87 (6.23%)Admitted-Fee/PreQual/Technical/Finance | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | P S Sunilkumar L4 | varadan L2 | GIREESAN B L1 | M C KURIAKOSE L3 | JAYARAJ.J L5 |
|---|---|---|---|---|---|---|---|---|
| 1.00Interlock tiling | ||||||||
| 1.00 | OD136762/2026-2027: Scarifying the Existing road Surface to a Depth of 150 mm and compacting aggregate obtained from scarifying twith power roller | 258.5 | sqm | 12 ₹3,102 | 5 ₹1,292.5 Lowest | 7.1 ₹1,835.35 | 18 ₹4,653 | 7.1 ₹1,835.35 |
| 1.00 | 4.1.A.3: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. (iii) For Grading III Material | 10 | cum | 3,000 ₹30,000 | 2,200 ₹22,000 Lowest | 3,090 ₹30,900 | 3,100 ₹31,000 | 3,290 ₹32,900 |
| 1.00 | OD136763/2026-2027:Providing and laying Interlocking concrete block pavements having thickness 80mm over 50mm thick crushed stone chips of 6.7mm size as per drawings and technical specification Clause 1504(
BASED ON 6.7.1) | 258.5 | sqm | 1,075 ₹2,77,887.5 | 1,100 ₹2,84,350 | 1,023 ₹2,64,445.5 Lowest | 1,060 ₹2,74,010 | 1,075 ₹2,77,887.5 |
| 1.00 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 10.04 | cum | 9,186.73 ₹92,188.84 | 8,000 ₹80,280 Lowest | 8,400 ₹84,294 | 8,400 ₹84,294 | 9,187.73 ₹92,198.87 |
| 1.00 | OD139944/2026-2027:Supplying and Fixing Name Board | 1 | each | 3,630 ₹3,630 | 5,000 ₹5,000 | 3,450 ₹3,450 Lowest | 4,000 ₹4,000 | 4,100 ₹4,100 |
Tender Value
₹4.2 L
EMD Value
₹10,573
Closing Date
25 Sept 2026, 11:00 amClosed
Assistant Engineer
LID and EW Sub Division Pattanakkad
Pattanakkad BP-2026-27-Proj no. 156/27-Renovation of Chavadi market road in ward 2 of Kuthiyathodu GP
2026_LSGD_870847_1
20/AE/PKDBP/2026
Open Tender
Civil Works - Roads
Item Rate
180 days
Pattanakkad
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
₹10,573
12 Oct 2026
17 Sept 2026
26 Sept 2026
17 Sept 2026
25 Sept 2026
17 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Interlock tiling | |||||
| 1.001 | OD136762/2026-2027: Scarifying the Existing road Surface to a Depth of 150 mm and compacting aggregate obtained from scarifying twith power roller | 258.5 | sqm | - | - |
| 1.002 | 4.1.A.3: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. (iii) For Grading III Material | 10 | cum | - | - |
| 1.003 | OD136763/2026-2027:Providing and laying Interlocking concrete block pavements having thickness 80mm over 50mm thick crushed stone chips of 6.7mm size as per drawings and technical specification Clause 1504(
BASED ON 6.7.1) | 258.5 | sqm | - | - |
| 1.004 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 10.04 | cum | - | - |
| 1.005 | OD139944/2026-2027:Supplying and Fixing Name Board | 1 | each | - | - |
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