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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.8 LAccepted-AOC | ₹10.8 L | L1 | Accepted-AOC OUT OF FOUR BIDDERS AJITH CV QUOTED THE LOWEST |
| 2 | L2₹11.5 L+₹65,081.02 (6.01%)Rejected-AOC | ₹11.5 L+₹65,081.02 (6.01%) | L2 | Rejected-AOC OUT OF FOUR BIDDERS AJITH CV QUOTED THE LOWEST |
| 3 | L3₹12.9 L+₹2.1 L (19.1%)Rejected-AOC | ₹12.9 L+₹2.1 L (19.1%) | L3 | Rejected-AOC OUT OF FOUR BIDDERS AJITH CV QUOTED THE LOWEST |
| 4 | L4₹14.9 L+₹4.1 L (37.5%)Rejected-AOC | ₹14.9 L+₹4.1 L (37.5%) | L4 | Rejected-AOC OUT OF FOUR BIDDERS AJITH CV QUOTED THE LOWEST |
| Sl No | Description | Qty | Unit | AJITH CV L1 | MURALEEDHARAN M R L2 | RAJAN G THOMAS L3 | ANIL V VARGHESE L4 |
|---|---|---|---|---|---|---|---|
| 1.00Road concrete and side protection work | |||||||
| 1.00 | 4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 119.7 | cum | 7,379.54 ₹8,83,330.94 Lowest | 7,822.87 ₹9,36,397.54 | 8,795 ₹10,52,761.5 | 9,999 ₹11,96,880.3 |
| 1.00 | OD39949/2025-2026:Centering and shuttering including strutting, propping etc. and removal of form work for: sides of road concrete etc | 79.65 | sqm | 121.06 ₹9,642.43 Lowest | 128.33 ₹10,221.48 | 143.55 ₹11,433.76 | 143.55 ₹11,433.76 |
| 1.00 | OD43879/2025-2026:Filling with available earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge. | 23.76 | cum | 165.14 ₹3,923.73 Lowest | 175.06 ₹4,159.43 | 196.99 ₹4,680.48 | 196.99 ₹4,680.48 |
| 1.00 | 6.3.1:Brick work with common burnt clay machine moulded perforated bricks of classdesignation 12.5 conforming to IS: 2222 in superstructure above plinth level up tofloor five level in cement mortar 1:6 (1 cement : 6 coarse sand):With F.P.S. ( non modular ) bricks | 0.55 | cum | 8,046.29 ₹4,441.55 Lowest | 8,529.67 ₹4,708.38 | 9,566.99 ₹5,280.98 | 9,566.99 ₹5,280.98 |
| 1.00 | OD39948/2025-2026:Supplying and fixing Granite stone slab of black colour and texture or related -Area of slab over 0.50 sqm | 1.26 | sqm | 3,307.94 ₹4,168 Lowest | 3,506.66 ₹4,418.39 | 3,933.99 ₹4,956.83 | 3,933.99 ₹4,956.83 |
| 1.01 | 13.2.1:15 mm cement plaster on the rough side of single or half brick wall of mix:1:4 (1 cement :4 fine sand) | 7.78 | sqm | 340.38 ₹2,649.52 Lowest | 360.83 ₹2,808.7 | 404.7 ₹3,150.18 | 404.7 ₹3,150.18 |
| 1.01 | OD40161/2025-2026:Lettering with black Japan paint of approved brand and manufacture etc complete as per direction from the departmental officer at site. | 400 | per Letter per cm height | 3.19 ₹1,276 Lowest | 3.38 ₹1,352 | 3.79 ₹1,516 | 3.79 ₹1,516 |
| 2.00Construction of bund road | |||||||
| 2.00 | OD43119/2025-2026:Scarifying the existing road surface to a depth of 150 mm and compacting aggregate obtained from scarifying with power roller etc. complete and as per direction of engineer at site | 795.6 | sqm | 6.23 ₹4,956.59 Lowest | 6.61 ₹5,258.92 | 7.49 ₹5,959.04 | 7.49 ₹5,959.04 |
Tender Value
₹13.6 L
EMD Value
₹33,894
Closing Date
17 Feb 2026, 2:00 pmClosed
Executive engineer
Executive engineer PIP Division Chengannur
Construction of Kottamukku Palachuvadu road near Ch 33400m of LBMC in ward no 17 of Thazhakkara grama panchayath in Mavelikkara LAC
2026_Irrig_834584_1
IRR/PII/TR/2372/2025_5_6_5/1
Open Tender
Civil Works - Roads
Item Rate
PIP Division Chengannur
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹33,894
Yes
25 Jul 2026
7 Feb 2026
19 Feb 2026
7 Feb 2026
17 Feb 2026
7 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road concrete and side protection work | |||||
| 1.001 | 4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | - | cum | - | - |
| 1.002 | OD39949/2025-2026:Centering and shuttering including strutting, propping etc. and removal of form work for: sides of road concrete etc | - | sqm | - | - |
| 1.003 | OD43879/2025-2026:Filling with available earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge. | - | cum | - | - |
| 1.004 | 6.3.1:Brick work with common burnt clay machine moulded perforated bricks of classdesignation 12.5 conforming to IS: 2222 in superstructure above plinth level up tofloor five level in cement mortar 1:6 (1 cement : 6 coarse sand):With F.P.S. ( non modular ) bricks | - | cum | - | - |
| 1.005 | OD39948/2025-2026:Supplying and fixing Granite stone slab of black colour and texture or related -Area of slab over 0.50 sqm | - | sqm | - | - |
| 1.006 | 13.2.1:15 mm cement plaster on the rough side of single or half brick wall of mix:1:4 (1 cement :4 fine sand) | 1 | sqm | - | - |
| 1.007 | OD40161/2025-2026:Lettering with black Japan paint of approved brand and manufacture etc complete as per direction from the departmental officer at site. | - | per Letter per cm height | - | - |
| 2Construction of bund road | |||||
| 2.001 | OD43119/2025-2026:Scarifying the existing road surface to a depth of 150 mm and compacting aggregate obtained from scarifying with power roller etc. complete and as per direction of engineer at site | - | sqm | - | - |
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