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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.9 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹3.9 L+₹3,289.59 (0.85%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹3.9 L+₹6,131.01 (1.59%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹3.9 L+₹6,536 (1.69%)Admitted-Fee/PreQual/Technical/Finance | L4 | Admitted-Fee/PreQual/Technical/Finance | |
| 5 | L5₹3.9 L+₹7,484.76 (1.94%)Admitted-Fee/PreQual/Technical/Finance | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | anil kumar L5 | P S Sunilkumar L3 | varadan L4 | M C KURIAKOSE L8 | N R THILAKAN L2 | Krishnakumar.g L7 | P J Constructions L6 | Ar C Designs and Construction L1 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Tiling | |||||||||||
| 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 | 28.8 | cum | 3,153.63 ₹90,824.54 | 3,000 ₹86,400 | 2,200 ₹63,360 Lowest | 3,100 ₹89,280 | 3,146.85 ₹90,629.28 | 3,187 ₹91,785.6 | 3,180.7 ₹91,604.16 | 3,100 ₹89,280 |
| 1.00 | OD132521/2026-2027:Providing and Laying Interlocking concrete block pavements having thickness 80 mm over 50mm thick crushed stone chips of 6.7 mm size as per drawings and technical specification clause 1504 | 259.2 | sqm | 1,047.18 ₹2,71,429.06 | 1,050 ₹2,72,160 | 1,150 ₹2,98,080 | 1,070 ₹2,77,344 | 1,032 ₹2,67,494.4 | 1,058 ₹2,74,233.6 | 1,056.5 ₹2,73,844.8 | 1,020 ₹2,64,384 Lowest |
| 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) | 3.24 | cum | 8,542.98 ₹27,679.26 | 9,186.73 ₹29,765.01 | 8,000 ₹25,920 Lowest | 8,500 ₹27,540 | 8,525.28 ₹27,621.91 | 8,634 ₹27,974.16 | 8,617 ₹27,919.08 | 9,000 ₹29,160 |
| 1.00 | OD132522/2026-2027:Supplying and fixing name board | 1 | each | 3,375.9 ₹3,375.9 | 3,630 ₹3,630 | 5,000 ₹5,000 | 4,000 ₹4,000 | 3,368 ₹3,368 | 3,630 ₹3,630 | 3,405 ₹3,405 | 3,000 ₹3,000 Lowest |
Tender Value
₹4.2 L
EMD Value
₹10,575
Closing Date
25 Sept 2026, 11:00 amClosed
Assistant Engineer
LID and EW Sub Division Pattanakkd
Pattanakkad BP-Proj. no.46/26-27-Paving tiles to Koloth Puthuvassery road in ward 3 of Ezhupunna GP
2026_LSGD_870698_1
9/AE/PKDBP/2026
Open Tender
Civil Works - Roads
Item Rate
180 days
Pattanakkad
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
₹10,575
6 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 |
|---|---|---|---|---|---|
| 1Tiling | |||||
| 1.001 | 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 | 28.8 | cum | - | - |
| 1.002 | OD132521/2026-2027:Providing and Laying Interlocking concrete block pavements having thickness 80 mm over 50mm thick crushed stone chips of 6.7 mm size as per drawings and technical specification clause 1504 | 259.2 | sqm | - | - |
| 1.003 | 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) | 3.24 | cum | - | - |
| 1.004 | OD132522/2026-2027:Supplying and fixing name board | 1 | each | - | - |
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