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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.6 LAccepted-AOC | ₹2.6 L | L1 | Accepted-AOC L1 |
| 2 | L2₹2.7 LRejected-AOC | ₹2.7 L | L2 | Rejected-AOC L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L5 |
| 4 | Rejected-Technical | - | - | Rejected-Technical L3 |
| 5 | Rejected-Technical | - | - | Rejected-Technical L4 |
| Sl No | Description | Qty | Unit | Ummer VK L4 | ALI L1 | Musthafa K P L3 | MUHAMMED SHAFI P.A. L5 | MOHAMMED ALI P L2 |
|---|---|---|---|---|---|---|---|---|
| 1.00SIDE PROTECTION | ||||||||
| 1.00 | OD480583/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials laboure charges etc. complete as per direction of Departmental officers at site | 73.16 | cum | 3,823.24 ₹2,79,708.24 | 3,175.41 ₹2,32,313 | 3,440.91 ₹2,51,736.98 | 3,915.5 ₹2,86,457.98 | 3,286.98 ₹2,40,475.46 |
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 23.01 | cum | 405.74 ₹9,336.08 | 336.99 ₹7,754.14 | 365.16 ₹8,402.33 | 415.53 ₹9,561.35 | 348.82 ₹8,026.35 |
| 1.00 | 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<br> For height upto 5 m <br> III. R.C.C grade M 20 | 1.48 | cum | 9,610.36 ₹14,175.28 | 8,014.65 ₹11,821.61 | 8,649.32 ₹12,757.75 | 9,882.6 ₹14,576.84 | 8,262.39 ₹12,187.03 |
| 1.00 | 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 | 0.06 | tonne | 92,751.1 ₹5,472.31 | 77,036.9 ₹4,545.18 | 83,475.99 ₹4,925.08 | 94,991.66 ₹5,604.51 | 79,741.72 ₹4,704.76 |
| 1.00 | OD480596/2025-2026: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 | 2,577.11 ₹2,577.11 | 2,158.67 ₹2,158.67 | 2,300 ₹2,300 | 2,661.78 ₹2,661.78 | 2,215.64 ₹2,215.64 |
Tender Value
₹3.4 L
EMD Value
₹8,468
Closing Date
25 Feb 2026, 4:00 pmClosed
ASSISTANT ENGINEER
THIRUVEGAPPURA GP
THIRUVEGAPPURA GP- 2025- 26-THEKKUMMALA KOZHIKOLLI ANGANAWADI ROAD RENOVATION
2026_LSGD_837596_1
AE/LSGD/TVPGP-10/2025-26(6)
Open Tender
Civil Works - Roads
180 days
THIRUVEGAPPURA GP
Please refer Tender documents.
9 documents required · 9 mandatory
₹750
Yes
₹8,468
Yes
17 Mar 2026
18 Feb 2026
26 Feb 2026
18 Feb 2026
25 Feb 2026
18 Feb 2026
SIDE PROTECTION
OD480583/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials laboure charges etc. complete as per direction of Departmental officers at site
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
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<br> For height upto 5 m <br> III. R.C.C grade M 20
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
OD480596/2025-2026: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.
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