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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.6 LAccepted-AOC | ₹11.6 L | L1 | Accepted-AOC L1 |
| 2 | L2₹11.8 LRejected-AOC | ₹11.8 L | L2 | Rejected-AOC L2 |
| 3 | L3₹12.1 LRejected-AOC | ₹12.1 L | L3 | Rejected-AOC L3 |
| Sl No | Description | Qty | Unit | AMEERALI P L3 | ALI L1 | MUSTHAFA K L2 |
|---|---|---|---|---|---|---|
| 1.00KIZHAKKEKKARAPARAMBU NAGAR ( DIVISION - 26 ) | ||||||
| 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 | 22.68 | cum | 354.34 ₹8,036.43 | 339.99 ₹7,710.97 | 344.85 ₹7,821.20 |
| 1.00 | OD505571/2025-2026: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 | 64.44 | cum | 3,338.99 ₹2.2 L | 3,203.78 ₹2.1 L | 3,249.54 ₹2.1 L |
| 1.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.11 | tonne | 80,611 ₹8,705.99 | 77,346.77 ₹8,353.45 | 78,451.58 ₹8,472.77 |
| 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 | 2.7 | cum | 7,935.34 ₹21,425.42 | 7,614 ₹20,557.80 | 7,722.76 ₹20,851.45 |
| 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) | 15.93 | cum | 7,675.87 ₹1.2 L | 7,365.04 ₹1.2 L | 7,470.24 ₹1.2 L |
| 2.00KOLORKKUNNU NAGAR ( DIVISION - 16 ) | ||||||
| 2.00 | 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 | 25.2 | cum | 354.34 ₹8,929.37 | 339.99 ₹8,567.75 | 344.85 ₹8,690.22 |
| 2.00 | OD505995/2025-2026: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 | 71.6 | cum | 3,338.99 ₹2.4 L | 3,203.78 ₹2.3 L | 3,249.54 ₹2.3 L |
| 2.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.08 | tonne | 80,611 ₹6,448.88 | 77,346.77 ₹6,187.74 | 78,451.58 ₹6,276.13 |
Tender Value
₹15.1 L
EMD Value
₹37,647
Closing Date
2 May 2026, 2:00 pmClosed
Assistant Engineer
Office of the Assistant Engineer, LID EW Section, Pattambi Municipality
Boundary Improvement to Kizhakkekkaraparambu Nagar 26 Cholakkunnu Nagar 19Kolorkkunnu nagar 16 Vazhayil Nagar 22 in Pattambi Municipality PR N0 434/26
2026_LSGD_848735_24
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
₹2,760
Yes
₹37,647
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 |
|---|---|---|---|---|---|---|
| 1KIZHAKKEKKARAPARAMBU NAGAR ( DIVISION - 26 ) | ||||||
| 1.001 | 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 | 1 | cum | - | - | BI01010001010000000000000515BI0100001114 |
| 1.002 | OD505571/2025-2026: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 | 1 | 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 | 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) | 1 | cum | - | - | BI01010001010000000000000515BI0100001118 |
| 2KOLORKKUNNU NAGAR ( DIVISION - 16 ) | ||||||
| 2.001 | 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 | 1 | cum | - | - | BI01010001010000000000000515BI0100001120 |
| 2.002 | OD505995/2025-2026: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 | - | - | BI01010001010000000000000515BI0100001121 |
| 2.003 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 1 | tonne | - | - | BI01010001010000000000000515BI0100001122 |
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