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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.3 LAdmitted-Fee/PreQual/Technical/Finance MADATHODI HOUSE VILAYUR PO | WAYANAD | KERALA | 670644 | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹2.4 L+₹4,759.31 (2.06%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹2.5 L+₹16,282.51 (7.05%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹2.5 L+₹21,634.91 (9.36%)Admitted-Fee/PreQual/Technical/Finance PARAMBIL HOUSE KONDURKKAR PO AE | KOTTAYAM | KERALA | 686102 | L4 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | VISHNUJITH.M L1 | MANSOOR P M L4 | MUHAMMED RAFEEQ L2 | MUHAMMED MUSTAFA C L3 |
|---|---|---|---|---|---|---|---|
| 1.00Road concrete | |||||||
| 1.00 | OD141136/2026-2027:Surface dressing of the ground in all kinds of soil including removing vegetation and
in - equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and
lift up to 1.50m | 184.2 | sqm | 25.06 ₹4,616.05 Lowest | 27.4 ₹5,047.08 | 25.58 ₹4,711.84 | 26.83 ₹4,942.09 |
| 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 | 18.42 | cum | 2,276.43 ₹41,931.84 Lowest | 2,489.39 ₹45,854.56 | 2,323.16 ₹42,792.61 | 2,436.65 ₹44,883.09 |
| 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) | 27.63 | cum | 6,521.97 ₹1,80,202.03 Lowest | 7,132.64 ₹1,97,074.84 | 6,656.37 ₹1,83,915.5 | 6,981.54 ₹1,92,899.95 |
| 1.00 | 3.14:Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 5.53 | cum | 443.53 ₹2,450.95 Lowest | 485.02 ₹2,680.22 | 452.64 ₹2,501.29 | 474.75 ₹2,623.47 |
| 1.00 | OD141140/2026-2027: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 | 1,912.33 ₹1,912.33 Lowest | 2,091.41 ₹2,091.41 | 1,951.27 ₹1,951.27 | 2,047.11 ₹2,047.11 |
Tender Value
₹3.4 L
EMD Value
₹8,472
Closing Date
25 Sept 2026, 3:00 pmClosed
AE
OFFICE OF AE VILAYUR GP
Bhagavathi Valappil Road Protection in Vilayur GP Proj No 53/26-27
2026_LSGD_870371_6
01/2026/AE/LIDEW/VLR
Open Tender
Civil Works - Roads
Item Rate
Vilayur GP
Please refer Tender documents.
8 documents required · 8 mandatory
₹750
₹8,472
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 | OD141136/2026-2027:Surface dressing of the ground in all kinds of soil including removing vegetation and
in - equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and
lift up to 1.50m | 184.2 | sqm | - | - |
| 1.002 | 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 | 18.42 | cum | - | - |
| 1.003 | 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) | 27.63 | cum | - | - |
| 1.004 | 3.14:Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 5.53 | cum | - | - |
| 1.005 | OD141140/2026-2027: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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