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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹66,934.77Accepted-AOC | ₹66,934.77 | L1 | Accepted-AOC L1 |
| 2 | L2₹67,146.58Rejected-AOC | ₹67,146.58 | L2 | Rejected-AOC L2 |
| 3 | L3₹71,764.18Rejected-AOC | ₹71,764.18 | L3 | Rejected-AOC L3 |
| 4 | Rejected-Technical | - | - | Rejected-Technical Opened.Contractor License Expired and hence the bid is rejected. |
| 5 | Rejected-Technical | - | - | Rejected-Technical Opened.Contractor License Expired and hence the bid is rejected. |
| Sl No | Description | Qty | Unit | NOUSHAD POOVATHINGAL L1 | MUHAMMED RAFEEQ L3 | ALSHAD M L2 | K V SANKARANKUTTY L4 | MANOJ P C L5 |
|---|---|---|---|---|---|---|---|---|
| 1.00Road concreting | ||||||||
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m 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. | 7.32 | cum | 52.8 ₹386.50 | 56.61 ₹414.39 | 52.97 ₹387.74 | 2,500 ₹18,300 | 350 ₹2,562 |
| 1.00 | OD313558/2025-2026: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 manually mixing by mix in place method and compacting with rammers to achieve the desired density complete as per Clause 401.4 as per Technical specification Clause 408. (i) Using naturally occurring gravel. | 4.88 | cum | 1,849.93 ₹9,027.66 | 1,983.4 ₹9,678.99 | 1,855.78 ₹9,056.21 | 2,500 ₹12,200 | 4,000 ₹19,520 |
| 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) | 7.32 | cum | 7,555.36 ₹55,305.24 | 8,100.49 ₹59,295.59 | 7,579.27 ₹55,480.26 | 9,500 ₹69,540 | 11,000 ₹80,520 |
| 1.00 | OD313503/2025-2026:Supplying and providing ready made GI name board with all conveyance, labor and hire charges etc. complete using GI hollow tube of size 80x40x1.4 mm post, 40x20x1.4 mm outer frame, 0.6 mm thick iron sheet of size 90x60 cm with two coat of enamel painting over a coat of primer, lettering with suitable color and size, fixing the post in ground with CC 1:2:4 etc. complete | 1 | each | 2,215.37 ₹2,215.37 | 2,375.21 ₹2,375.21 | 2,222.37 ₹2,222.37 | 3,000 ₹3,000 | 10,000 ₹10,000 |
Tender Value
₹84,728
EMD Value
₹2,118
Closing Date
2 May 2026, 2:00 pmClosed
Assistant Engineer
Office of the Assistant Engineer, LID EW Section, Pattambi Municipality
Mandhalam kunn nagar Road concreting PR N0 333/26
2026_LSGD_848735_8
01/AE/LSGD/PTB/MPTY/2026-27
Open Tender
Civil Works - Roads
180 days
Pattambi Municipality
Please refer Tender documents.
8 documents required · 8 mandatory
₹555
Yes
₹2,118
Yes
23 May 2026
22 Apr 2026
5 May 2026
22 Apr 2026
2 May 2026
22 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1Road concreting | ||||||
| 1.001 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m 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 | - | - | BI01010001010000000000000515BI0100001114 |
| 1.002 | OD313558/2025-2026: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 manually mixing by mix in place method and compacting with rammers to achieve the desired density complete as per Clause 401.4 as per Technical specification Clause 408. (i) Using naturally occurring gravel. | 1 | cum | - | - | BI01010001010000000000000515BI0100001115 |
| 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 | - | - | BI01010001010000000000000515BI0100001116 |
| 1.004 | OD313503/2025-2026:Supplying and providing ready made GI name board with all conveyance, labor and hire charges etc. complete using GI hollow tube of size 80x40x1.4 mm post, 40x20x1.4 mm outer frame, 0.6 mm thick iron sheet of size 90x60 cm with two coat of enamel painting over a coat of primer, lettering with suitable color and size, fixing the post in ground with CC 1:2:4 etc. complete | - | each | - | - | BI01010001010000000000000515BI0100001117 |
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