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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.3 LAccepted-AOC | ₹2.3 L | L1 | Accepted-AOC L1 |
| 2 | L2₹2.6 LRejected-AOC | ₹2.6 L | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | Girish L2 | Muhammed Raneesh L1 |
|---|---|---|---|---|---|
| 1.00Road concreting | |||||
| 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. | 15.06 | cum | 59.15 ₹890.80 | 52.51 ₹790.80 |
| 1.00 | OD510203/2025-2026:DRY RUBBLE MASONRY-Dry rubble without concrete ievelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc complete as per direction of departmental officers at site | 22.11 | cum | 3,681.79 ₹81,404.38 | 3,268.68 ₹72,270.51 |
| 1.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.06 | tonne | 88,887.01 ₹5,510.99 | 78,913.59 ₹4,892.64 |
| 1.00 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20 | 0.82 | cum | 8,750.03 ₹7,218.77 | 7,768.24 ₹6,408.80 |
| 1.00 | 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 1.52 | cum | 7,785.22 ₹11,833.53 | 6,911.69 ₹10,505.77 |
| 1.01 | OD510204/2025-2026: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 occuring gravel | 11.28 | cum | 2,056.23 ₹23,194.27 | 1,825.51 ₹20,591.75 |
| 1.01 | 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) | 13.5 | cum | 8,463.91 ₹1.1 L | 7,514.23 ₹1.0 L |
| 1.01 | OD510208/2025-2026:Providing and fixing hand rail of approved size by welding etc to steel ladder railing ,balconyrailing,staircase railing and similar works including applying priming coat of approves steel primer | 55.92 | kg | 172.81 ₹9,663.54 | 153.42 ₹8,579.25 |
| 1.01 | OD510209/2025-2026: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 | 2,481.77 ₹2,481.77 | 2,203.3 ₹2,203.30 |
Tender Value
₹2.9 L
EMD Value
₹7,245
Closing Date
2 May 2026, 2:00 pmClosed
Assistant Engineer
Office of the Assistant Engineer, LID EW Section, Pattambi Municipality
Koran padi road concrete 16 PR N0 189/26
2026_LSGD_848735_23
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
₹640
Yes
₹7,245
Yes
23 May 2026
23 Apr 2026
5 May 2026
23 Apr 2026
2 May 2026
23 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 <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 | - | - | BI01010001010000000000000515BI0100001114 |
| 1.002 | OD510203/2025-2026:DRY RUBBLE MASONRY-Dry rubble without concrete ievelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc complete as per direction of departmental officers at site | 1 | cum | - | - | BI01010001010000000000000515BI0100001115 |
| 1.003 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | - | tonne | - | - | BI01010001010000000000000515BI0100001116 |
| 1.004 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20 | - | cum | - | - | BI01010001010000000000000515BI0100001117 |
| 1.005 | 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | - | cum | - | - | BI01010001010000000000000515BI0100001118 |
| 1.006 | OD510204/2025-2026: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 occuring gravel | 1 | cum | - | - | BI01010001010000000000000515BI0100001119 |
| 1.007 | 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 | - | - | BI01010001010000000000000515BI0100001120 |
| 1.008 | OD510208/2025-2026:Providing and fixing hand rail of approved size by welding etc to steel ladder railing ,balconyrailing,staircase railing and similar works including applying priming coat of approves steel primer | - | kg | - | - | BI01010001010000000000000515BI0100001121 |
| 1.009 | OD510209/2025-2026: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 | - | - | BI01010001010000000000000515BI0100001122 |
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