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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.2 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹3.4 L+₹17,140.03 (5.35%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹3.4 L+₹17,656.87 (5.52%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹3.4 L+₹19,443.57 (6.07%)Admitted-Fee/PreQual/Technical/Finance | L4 | Admitted-Fee/PreQual/Technical/Finance | |
| 5 | L5₹3.5 L+₹32,689.30 (10.2%)Admitted-Fee/PreQual/Technical/Finance | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | ANWAR CONSTRUCTION L2 | MUNEER P L3 | MUHAMMED AJMAL L4 | MUHAMMED ALI P.S. L5 | Musthafa K P L1 |
|---|---|---|---|---|---|---|---|---|
| 1.00road interlock | ||||||||
| 1.00 | OD181645/2026-2027: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
Unit=sqm Taking output=100 sqm | 273.3 | sqm | 4.9 ₹1,339.17 | 4.91 ₹1,341.9 | 29 ₹7,925.7 | 5.13 ₹1,402.03 | 4.65 ₹1,270.85 Lowest |
| 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 | 27.33 | cum | 2,660 ₹72,697.8 | 2,662.62 ₹72,769.4 | 2,729 ₹74,583.57 | 2,781.12 ₹76,008.01 | 2,523.43 ₹68,965.34 Lowest |
| 1.00 | OD167943/2026-2027: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) | 209.04 | sqm | 897 ₹1,87,508.88 | 898.78 ₹1,87,880.97 | 858 ₹1,79,356.32 | 938.78 ₹1,96,242.57 | 851.8 ₹1,78,060.27 Lowest |
| 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) | 9.64 | cum | 7,622 ₹73,468.46 | 7,629 ₹73,535.93 | 7,822 ₹75,396.26 | 7,968.51 ₹76,808.47 | 7,230.19 ₹69,691.8 Lowest |
| 1.00 | OD167944/2026-2027: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 | 2,234 ₹2,234 | 2,236.95 ₹2,236.95 | 2,290 ₹2,290 | 2,336.5 ₹2,336.5 | 2,120.02 ₹2,120.02 Lowest |
Tender Value
₹4.2 L
EMD Value
₹10,586
Closing Date
12 Oct 2026, 4:00 pmClosed
AE THIRUVEGAPPURA GP
THIRUVEGAPPURA GP
JAVANPADI ULLATTUPADI ROAD RENOVATION-PRO.NO-76/2026-27
2026_LSGD_875790_1
AE/LSGD/TVPGP-2/2026-27(19)
Open Tender
Civil Works - Roads
Item Rate
180 days
THIRUVEGAPPURA GP
Please refer Tender documents.
9 documents required · 9 mandatory
₹935
Yes
₹10,586
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 |
|---|---|---|---|---|---|
| 1road interlock | |||||
| 1.001 | OD181645/2026-2027: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
Unit=sqm Taking output=100 sqm | 273.3 | 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 | 27.33 | cum | - | - |
| 1.003 | OD167943/2026-2027: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) | 209.04 | 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) | 9.64 | cum | - | - |
| 1.005 | OD167944/2026-2027: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 | - | - |
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