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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.0 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹2.1 L+₹8,912.67 (4.35%)Admitted-Fee/PreQual/Technical/Finance MADATHODI HOUSE VILAYUR PO | WAYANAD | KERALA | 670644 | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹2.2 L+₹16,763.26 (8.19%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹2.9 L+₹87,113.95 (42.6%)Admitted-Fee/PreQual/Technical/Finance | L4 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | ANWAR CONSTRUCTION L4 | VISHNUJITH.M L2 | Musthafa K P L1 | MUHAMMED AJMAL L3 |
|---|---|---|---|---|---|---|---|
| 1.00INTERLOCK ROAD | |||||||
| 1.00 | OD96076/2026-2027: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
1.5 m.
All kinds of soil | 128 | sqm | 15 ₹1,920 | 13.46 ₹1,722.88 Lowest | 29.62 ₹3,791.36 | 31.8 ₹4,070.4 |
| 1.00 | 4.11.2: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 with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil. | 16.64 | cum | 31 ₹515.84 Lowest | 2,807.91 ₹46,723.62 | 2,690.66 ₹44,772.58 | 2,200 ₹36,608 |
| 1.00 | OD95735/2026-2027:Flooring with Interlocking paving blocks 80 mm thick M30 grade over a bed of 6 mm metal filling in 50 mm average thick and compacting using earth hammer/compacting ting machine hand operated including cost and conveyance of all materials, labor charges , etc., complete. Excluding cost of edges concreting (16.91.2 modified) | 124.8 | sqm | 2,104 ₹2,62,579.2 | 869.69 ₹1,08,537.31 | 828 ₹1,03,334.4 Lowest | 929.4 ₹1,15,989.12 |
| 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) | 6.24 | cum | 954 ₹5,952.96 Lowest | 8,042.48 ₹50,185.08 | 7,500 ₹46,800 | 8,472 ₹52,865.28 |
| 1.00 | OD95736/2026-2027:Name Board (MORD): Supplying and providing ready made GI name board with all conveyance, labour and hire charges etc complete using GI hollow tube of size 80x40x1.4mm Post, 40x20x1.4 mm outer frame,0.6mm thick iron sheet of size 90x60cm with two coat of enamel painting over a coat of primer , lettering with suitable co lour and size ,fixing the post in ground with C:C 1:2:4 etc
complete. | 1 | each | 8,100 ₹8,100 | 2,354.8 ₹2,354.8 | 2,260.51 ₹2,260.51 Lowest | 2,480 ₹2,480 |
| 2.00FILLING | |||||||
| 2.00 | 51.2.3:Filling with Quarry Muck <br> 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 | 5.38 | cum | 2,375 ₹12,768 | 764.7 ₹4,111.03 | 700 ₹3,763.2 Lowest | 1,762 ₹9,472.51 |
Tender Value
₹2.5 L
EMD Value
₹6,351
Closing Date
12 Oct 2026, 4:00 pmClosed
AE THIRUVEGAPPURA
THIRUVEGAPPURA GP
-KALLELPADI ROAD-PRO.NO79/2026-2027
2026_LSGD_875581_1
AE/LSGD/TVPGP-1/2026-27(1)
Open Tender
Civil Works - Roads
Item Rate
180 days
THIRUVEGAPPURA GP
Please refer Tender documents.
9 documents required · 9 mandatory
₹560
Yes
₹6,351
Yes
14 Oct 2026
3 Oct 2026
14 Oct 2026
3 Oct 2026
12 Oct 2026
3 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1INTERLOCK ROAD | |||||
| 1.001 | OD96076/2026-2027: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
1.5 m.
All kinds of soil | 128 | sqm | - | - |
| 1.002 | 4.11.2: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 with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil. | 16.64 | cum | - | - |
| 1.003 | OD95735/2026-2027:Flooring with Interlocking paving blocks 80 mm thick M30 grade over a bed of 6 mm metal filling in 50 mm average thick and compacting using earth hammer/compacting ting machine hand operated including cost and conveyance of all materials, labor charges , etc., complete. Excluding cost of edges concreting (16.91.2 modified) | 124.8 | sqm | - | - |
| 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) | 6.24 | cum | - | - |
| 1.005 | OD95736/2026-2027:Name Board (MORD): Supplying and providing ready made GI name board with all conveyance, labour and hire charges etc complete using GI hollow tube of size 80x40x1.4mm Post, 40x20x1.4 mm outer frame,0.6mm thick iron sheet of size 90x60cm with two coat of enamel painting over a coat of primer , lettering with suitable co lour and size ,fixing the post in ground with C:C 1:2:4 etc
complete. | 1 | each | - | - |
| 2FILLING | |||||
| 2.001 | 51.2.3:Filling with Quarry Muck <br> 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 | 5.38 | cum | - | - |
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