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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹73,263.96Accepted-AOC | ₹73,263.96 | L1 | Accepted-AOC L1 |
| 2 | L2₹76,897.56Rejected-AOC | ₹76,897.56 | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | NOUSHAD POOVATHINGAL L1 | ALI L2 |
|---|---|---|---|---|---|
| 1.00Concrete drain | |||||
| 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. | 12.89 | cum | 58.08 ₹748.54 | 60.96 ₹785.65 |
| 1.00 | 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | 0.85 | cum | 7,822.27 ₹6,648.93 | 8,210.23 ₹6,978.70 |
| 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) | 2.1 | cum | 7,644.47 ₹16,053.39 | 8,023.61 ₹16,849.58 |
| 1.00 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 0.23 | cum | 7,983.27 ₹1,796.24 | 8,379.21 ₹1,885.32 |
| 1.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.03 | tonne | 87,280 ₹2,705.68 | 91,608.87 ₹2,839.87 |
| 1.01 | OD509603/2025-2026: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. | 2.77 | cum | 2,034.92 ₹5,646.90 | 2,135.84 ₹5,926.96 |
| 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) | 4.16 | cum | 8,310.9 ₹34,598.28 | 8,723.09 ₹36,314.22 |
| 1.01 | 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 | 0.31 | cum | 8,591.84 ₹2,629.10 | 9,017.96 ₹2,759.50 |
| 1.01 | OD509584/2025-2026: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 | 2,436.9 ₹2,436.90 | 2,557.76 ₹2,557.76 |
Tender Value
₹84,308
EMD Value
₹2,108
Closing Date
2 May 2026, 2:00 pmClosed
Assistant Engineer
Office of the Assistant Engineer, LID EW Section, Pattambi Municipality
Korinmaril Chandranpadi Drainage 16 PR N0 352/26
2026_LSGD_848735_15
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
₹2,108
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 |
|---|---|---|---|---|---|---|
| 1Concrete drain | ||||||
| 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. | 1 | cum | - | - | BI01010001010000000000000515BI0100001114 |
| 1.002 | 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | - | cum | - | - | BI01010001010000000000000515BI0100001115 |
| 1.003 | 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 | - | - | BI01010001010000000000000515BI0100001116 |
| 1.004 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | - | cum | - | - | BI01010001010000000000000515BI0100001117 |
| 1.005 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | - | tonne | - | - | BI01010001010000000000000515BI0100001118 |
| 1.006 | OD509603/2025-2026: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 | 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 | - | - | BI01010001010000000000000515BI0100001121 |
| 1.009 | OD509584/2025-2026: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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