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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.8 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹2.0 L+₹21,307.62 (12.1%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | MUHAMMED RAFEEQ L1 | sivaprasad m L2 |
|---|---|---|---|---|---|
| 1.00Road concrete | |||||
| 1.00 | OD184464/2026-2027:Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified
material with in all lifts and lead upto 1000 metres by Mechanical Means | 75 | sqm | 4.29 ₹321.75 Lowest | 4.8 ₹360 |
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 18.5 | cum | 46.52 ₹860.62 Lowest | 52.13 ₹964.41 |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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. <br> (i) For Grading I Material | 13.5 | cum | 2,323.16 ₹31,362.66 Lowest | 2,603 ₹35,140.5 |
| 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) | 20.25 | cum | 6,656.37 ₹1,34,791.49 Lowest | 7,459.12 ₹1,51,047.18 |
| 1.00 | 2.15:Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202. Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately | 0.09 | cum | 1,276.52 ₹114.89 Lowest | 1,430 ₹128.7 |
| 1.01 | 12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m III. R.C.C grade M 20 | 0.45 | cum | 7,278.36 ₹3,275.26 Lowest | 8,156.77 ₹3,670.55 |
| 1.01 | 12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | 0.04 | tonne | 70,244.58 ₹3,161.01 Lowest | 78,722 ₹3,542.49 |
| 1.01 | OD113335/2026-2027:Filling with Quarry Muck
Filling up low lying and water logged areas with local material/ quarry muck,
spreading in layers, leveling the top at site and consolidation by ramming, etc
complete for improving the CBR value of subgrade | 1.35 | cum | 659.49 ₹890.31 Lowest | 738 ₹996.3 |
| 1.01 | OD112853/2026-2027:Supplying and providing readymade GI name board with all conveyance, labour and hire charges, etc. complete using GI hollow tube of size 80x40x1.4mm post, 40x20x1.4mm outer frame, 0.6 mm thick iron sheet of size 90x60cm with two coat of enamel painting over a coat of primer, lettering with suitable colour and size, fixing the post in ground with CC 1:2:4 etc. complete | 1 | each | 1,951.52 ₹1,951.52 Lowest | 2,187 ₹2,187 |
Tender Value
₹2.5 L
EMD Value
₹6,348
Closing Date
25 Sept 2026, 3:00 pmClosed
AE
OFFICE OF AE VILAYUR GP
Kakkuzhi Road Renovation in Vilayur GP Proj No 69/26-27
2026_LSGD_870371_4
01/2026/AE/LIDEW/VLR
Open Tender
Civil Works - Roads
Item Rate
Vilayur GP
Please refer Tender documents.
8 documents required · 8 mandatory
₹560
₹6,348
28 Sept 2026
16 Sept 2026
28 Sept 2026
16 Sept 2026
25 Sept 2026
16 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road concrete | |||||
| 1.001 | OD184464/2026-2027:Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified
material with in all lifts and lead upto 1000 metres by Mechanical Means | 75 | sqm | - | - |
| 1.002 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 18.5 | cum | - | - |
| 1.003 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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. <br> (i) For Grading I Material | 13.5 | cum | - | - |
| 1.004 | 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) | 20.25 | cum | - | - |
| 1.005 | 2.15:Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202. Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately | 0.09 | cum | - | - |
| 1.006 | 12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m III. R.C.C grade M 20 | 0.45 | cum | - | - |
| 1.007 | 12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | 0.05 | tonne | - | - |
| 1.008 | OD113335/2026-2027:Filling with Quarry Muck
Filling up low lying and water logged areas with local material/ quarry muck,
spreading in layers, leveling the top at site and consolidation by ramming, etc
complete for improving the CBR value of subgrade | 1.35 | cum | - | - |
| 1.009 | OD112853/2026-2027:Supplying and providing readymade GI name board with all conveyance, labour and hire charges, etc. complete using GI hollow tube of size 80x40x1.4mm post, 40x20x1.4mm outer frame, 0.6 mm thick iron sheet of size 90x60cm with two coat of enamel painting over a coat of primer, lettering with suitable colour and size, fixing the post in ground with CC 1:2:4 etc. complete | 1 | each | - | - |
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