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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.4 LAdmitted-Fee/PreQual/Technical/Finance NIL | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹1.5 L+₹4,587.58 (3.19%)Admitted-Fee/PreQual/Technical/Finance THARUVANA P O | KERALA | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹1.5 L+₹7,974.94 (5.55%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹1.5 L+₹8,481.73 (5.90%)Admitted-Fee/PreQual/Technical/Finance | L4 | Admitted-Fee/PreQual/Technical/Finance | |
| 5 | L5₹1.5 L+₹8,648.73 (6.02%)Admitted-Fee/PreQual/Technical/Finance | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | NAJMUDHEEN K L2 | NIL L1 | SURESH L6 | NIKHIL M N L5 | ABDUL AZEEZ H L7 | ookkadan Aboobacker L3 | MUHAMMED SHAFEEQUE K K L4 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00FOOT PATH CONCRETE | ||||||||||
| 1.00 | OD192752/2025-2026:Surface dressing of the ground including removing vegetation and in-equalities not
exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5M in all a kinds of soil | 108.54 | sqm | 30 ₹3,256.2 | 29 ₹3,147.66 Lowest | 31 ₹3,364.74 | 31 ₹3,364.74 | 31 ₹3,364.74 | 30.77 ₹3,339.78 | 30.87 ₹3,350.63 |
| 1.00 | OD192751/2025-2026:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in
place method normal. Construction of granular sub-base by providing local material
spreading in uniform layers on prepared surface, mixing by mix in place method with
rotavator at once etc.. complete (Without Roller & Grader) | 8.14 | cum | 1,922 ₹15,647 | 1,863 ₹15,166.68 Lowest | 1,995 ₹16,241.3 | 1,975 ₹16,078.48 | 2,049 ₹16,680.91 | 1,966.73 ₹16,011.15 | 1,973.3 ₹16,064.64 |
| 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) | 16.28 | cum | 7,828 ₹1,27,447.67 | 7,587 ₹1,23,523.95 Lowest | 8,122 ₹1,32,234.28 | 8,042 ₹1,30,931.8 | 8,200 ₹1,33,504.2 | 8,006.77 ₹1,30,358.22 | 8,033.54 ₹1,30,794.06 |
| 1.00 | OD192753/2025-2026:Supplying and fixing of Name board with Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade , size 90 cm x60 cm as per drawings and Technical Specification English and Roman | 1 | no | 1,950 ₹1,950 | 1,875 ₹1,875 Lowest | 2,000 ₹2,000 | 1,987 ₹1,987 | 2,100 ₹2,100 | 1,979.08 ₹1,979.08 | 1,985.69 ₹1,985.69 |
Tender Value
₹1.7 L
EMD Value
₹4,228
Closing Date
9 Sept 2026, 2:00 pmClosed
Assistant Engineer
LID and EW Section Vellamunda GP Kattayad P O Wayanad 670731
Annual Plan- VGP 2025-26-PR NO-110 Earippadi Nadappatha Concrete in Ward- 06 DFG RS- 200000- Nadappatha Concrete General Civil Work
2026_LSGD_867174_2
VGP/2026-27/AE/LIDEW/PHASE1
Open Tender
Civil Works - Roads
Item Rate
180 days
Vellamunda GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
Yes
₹4,228
Yes
9 Oct 2026
2 Sept 2026
10 Sept 2026
2 Sept 2026
9 Sept 2026
2 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1FOOT PATH CONCRETE | |||||
| 1.001 | OD192752/2025-2026:Surface dressing of the ground including removing vegetation and in-equalities not
exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5M in all a kinds of soil | - | sqm | - | - |
| 1.002 | OD192751/2025-2026:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in
place method normal. Construction of granular sub-base by providing local material
spreading in uniform layers on prepared surface, mixing by mix in place method with
rotavator at once etc.. complete (Without Roller & Grader) | - | 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) | 1 | cum | - | - |
| 1.004 | OD192753/2025-2026:Supplying and fixing of Name board with Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade , size 90 cm x60 cm as per drawings and Technical Specification English and Roman | - | no | - | - |
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