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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.3 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹2.4 L+₹11,237.94 (4.98%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | Rejected-Technical | - | Rejected-Technical L7 | |
| 4 | Rejected-Technical | - | Rejected-Technical L3 | |
| 5 | Rejected-Technical | - | Rejected-Technical L8 |
| Sl No | Description | Qty | Unit | NOUSHAD POOVATHINGAL L4 | SANTHOSH K T L1 | ALI L2 | MOHAMMED ALI P L7 | Musthafa K P L6 | MUHAMMED SHAFI P.A. L8 | RAJESH K L5 | MOHAMMED MUSTHAFA P. L3 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00road concrete | |||||||||||
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 33 | cum | 48.79 ₹1,610.07 | 66.85 ₹2,206.05 | 46.79 ₹1,544.07 Lowest | 52.14 ₹1,720.62 | 50.53 ₹1,667.49 | 55.55 ₹1,833.15 | 50.06 ₹1,651.98 | 48.35 ₹1,595.55 |
| 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. | 13.2 | cum | 1,813.37 ₹23,936.48 | 2,000 ₹26,400 | 1,739.09 ₹22,955.99 Lowest | 1,937.82 ₹25,579.22 | 1,873 ₹24,723.6 | 2,064.75 ₹27,254.7 | 1,860.57 ₹24,559.52 | 1,797.22 ₹23,723.3 |
| 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) | 31.44 | cum | 6,981.54 ₹2,19,499.62 | 6,191 ₹1,94,645.04 Lowest | 6,695.58 ₹2,10,509.04 | 7,460.68 ₹2,34,563.78 | 7,212 ₹2,26,745.28 | 7,949.38 ₹2,49,928.51 | 7,163.25 ₹2,25,212.58 | 6,919.37 ₹2,17,544.99 |
| 1.00 | OD482988/2025-2026: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 | 2,047.11 ₹2,047.11 | 2,500 ₹2,500 | 1,979.93 ₹1,979.93 Lowest | 2,187.6 ₹2,187.6 | 2,114 ₹2,114 | 2,350.7 ₹2,350.7 | 2,100.39 ₹2,100.39 | 2,046.11 ₹2,046.11 |
Tender Value
₹3.4 L
EMD Value
₹8,462
Closing Date
25 Feb 2026, 4:20 pmClosed
ASSISTANT ENGINEERTHIRUVEGAPPURA GP
THIRUVEGAPPURA GP
THIRUVEGAPPURA GP -2025- 2026-KALANCHIRA KAKKASHERI ROAD RENOVATION
2026_LSGD_837657_1
AE/LSGD/TVPGP-10/2025-26(11)
Open Tender
Civil Works - Roads
Item Rate
180 days
THIRUVEGAPPURA GP
Please refer Tender documents.
9 documents required · 9 mandatory
₹750
Yes
₹8,462
Yes
29 Jun 2026
18 Feb 2026
26 Feb 2026
18 Feb 2026
25 Feb 2026
18 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1road concrete | |||||
| 1.001 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | - | cum | - | - |
| 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. | 1 | 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) | - | cum | - | - |
| 1.004 | OD482988/2025-2026: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. | - | each | - | - |
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