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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.3 LAccepted-AOC | ₹4.3 L | L1 | Accepted-AOC Agreement executed |
| 2 | L2₹4.4 L+₹5,704.04 (1.32%)Rejected-Finance | ₹4.4 L+₹5,704.04 (1.32%) | L2 | Rejected-Finance Second lowest |
| 3 | L3₹4.4 L+₹13,277.12 (3.08%)Rejected-Finance | ₹4.4 L+₹13,277.12 (3.08%) | L3 | Rejected-Finance Not least |
| 4 | L4₹4.5 L+₹15,489.27 (3.59%)Rejected-Finance EZHOME | ₹4.5 L+₹15,489.27 (3.59%) | L4 | Rejected-Finance Not least |
| 5 | L5₹4.5 L+₹21,635.84 (5.01%)Rejected-Finance | ₹4.5 L+₹21,635.84 (5.01%) | L5 | Rejected-Finance Not least |
| Sl No | Description | Qty | Unit | P.V. KUMARAN L2 | SUVARNAKUMAR K M L5 | T V UNNIKRISHNAN L6 | RANJITH MV L4 | KUNHIMOIDEEN.K L1 | HAMSAKUTTY M L3 | M Valsan L7 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Concrete road | ||||||||||
| 1.00 | 3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 58.5 | cum | 56.97 ₹3,332.75 | 59.04 ₹3,453.84 | 60.54 ₹3,541.59 | 58.24 ₹3,407.04 | 56.23 ₹3,289.46 Lowest | 57.96 ₹3,390.66 | 60.77 ₹3,555.05 |
| 1.00 | 4.1.A.2: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. (ii) For Grading II Material | 29.25 | cum | 2,820.15 ₹82,489.39 | 2,922.86 ₹85,493.66 | 2,997.04 ₹87,663.42 | 2,883.23 ₹84,334.48 | 2,783.37 ₹81,413.57 Lowest | 2,868.97 ₹83,917.37 | 3,008.14 ₹87,988.1 |
| 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) | 43.88 | cum | 7,940.71 ₹3,48,398.65 | 8,229.92 ₹3,61,087.74 | 8,438.79 ₹3,70,251.91 | 8,118.34 ₹3,56,192.17 | 7,837.14 ₹3,43,854.52 Lowest | 8,078.17 ₹3,54,429.71 | 8,470.03 ₹3,71,622.57 |
| 1.00 | OD371469/2025-2026:Supplying and fitting name board of size 75cm x 45cm made with GI plain sheets 1.25mm thickn (class IIII) fitted with 35 x 35x 4mm MS angle 2 Nos horizontally and 3 nos vertically to make a frame for strengthening the GI sheet fitted 2 Nos 32mm GI pipe vertically 90cm above from ground level and fixing in cement concrete 1:2:4 30cm x 30cm 30cm including cost and conveyance of all materials all labour charges fabricating etc complete. | 1 | no | 3,203.25 ₹3,203.25 | 3,320.6 ₹3,320.6 | 3,404.88 ₹3,404.88 | 3,275.58 ₹3,275.58 | 3,162.45 ₹3,162.45 Lowest | 3,259.38 ₹3,259.38 | 3,417.48 ₹3,417.48 |
Tender Value
₹4.9 L
EMD Value
₹12,293
Closing Date
27 Jan 2026, 3:00 pmClosed
Akhilesh K S
Assistant Engineer LID AND EW Section Pariyaram Grama Panchyath
Project No 146/25-26-Concrete works to Kuppam Kadavu Haji road Ch 0/000- 0/090 km in Pariyaram GP
2026_LSGD_828077_13
AE/PGP/ETEN/03/25-26 dtd 15.01.2026
Open Tender
Civil Works - Roads
Item Rate
180 days
Pariyaram
Please refer Tender documents.
10 documents required · 10 mandatory
₹1,085
Yes
₹12,293
Yes
21 May 2026
19 Jan 2026
29 Jan 2026
19 Jan 2026
27 Jan 2026
19 Jan 2026
Concrete road
3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.
4.1.A.2: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. (ii) For Grading II Material
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)
OD371469/2025-2026:Supplying and fitting name board of size 75cm x 45cm made with GI plain sheets 1.25mm thickn (class IIII) fitted with 35 x 35x 4mm MS angle 2 Nos horizontally and 3 nos vertically to make a frame for strengthening the GI sheet fitted 2 Nos 32mm GI pipe vertically 90cm above from ground level and fixing in cement concrete 1:2:4 30cm x 30cm 30cm including cost and conveyance of all materials all labour charges fabricating etc complete.
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