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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.4 LAccepted-AOC | ₹15.4 L | L1 | Accepted-AOC OUT OF TWO BIDDERS RAJAN G THOMAS QUOTED THE LOWEST |
| 2 | L2₹17.4 L+₹2.0 L (12.8%)Rejected-AOC | ₹17.4 L+₹2.0 L (12.8%) | L2 | Rejected-AOC OUT OF TWO BIDDERS RAJAN G THOMAS QUOTED THE LOWEST |
| Sl No | Description | Qty | Unit | RAJAN G THOMAS L1 | SIVAKUMAR T L2 |
|---|---|---|---|---|---|
| 1.00Construction of Concrete Road | |||||
| 1.00 | 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | 41.52 | cum | 239 ₹9,922.09 Lowest | 400 ₹16,606 |
| 1.00 | OD43080/2025-2026:Providing granular sub- base or base or surface course by providing close graded Material conforming to specifications, mixing in a mechanical mix plant, Carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge.With Material conforming to Grade - I ( size range 75 mm to 0.075 mm) having CBR Value- 30 | 4.92 | cum | 2,867.19 ₹14,106.57 Lowest | 3,999 ₹19,675.08 |
| 1.00 | 60.7.2:DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site. | 24.85 | cum | 2,759.31 ₹68,574.37 Lowest | 3,000 ₹74,556 |
| 1.00 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 13.62 | sqm | 358.98 ₹4,889.31 Lowest | 400 ₹5,448 |
| 1.00 | 4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | 12.4 | cum | 7,969.17 ₹98,801.77 Lowest | 9,999 ₹1,23,967.6 |
| 1.01 | 5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 309.77 | sqm | 780 ₹2,41,624.5 Lowest | 1,000 ₹3,09,775 |
| 1.01 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more | 3,450.62 | kilogram | 104.16 ₹3,59,416.48 Lowest | 125 ₹4,31,327.38 |
| 1.01 | 5.2.2:Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 61.6 | cum | 11,877.96 ₹7,31,694.21 Lowest | 12,000 ₹7,39,212 |
| 1.01 | 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 | 9,365 ₹5,169.48 Lowest | 9,999 ₹5,519.45 |
Tender Value
₹16.6 L
EMD Value
₹41,525
Closing Date
13 Feb 2026, 2:00 pmClosed
Executive engineer
Executive engineer PIP Division Chengannur
Construction of Neduvelithara Swapna Bhavan KPMS road in Thazhkkara panchayath near Ch 1140 m of Kurathikad branch of Mavelikkara LA Constituency
2026_Irrig_834005_1
IRR/PII/TR/134/2026_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
PIP Division Chengannur
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹41,525
Yes
25 Jul 2026
6 Feb 2026
17 Feb 2026
6 Feb 2026
13 Feb 2026
6 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Construction of Concrete Road | |||||
| 1.001 | 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | - | cum | - | - |
| 1.002 | OD43080/2025-2026:Providing granular sub- base or base or surface course by providing close graded Material conforming to specifications, mixing in a mechanical mix plant, Carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge.With Material conforming to Grade - I ( size range 75 mm to 0.075 mm) having CBR Value- 30 | - | cum | - | - |
| 1.003 | 60.7.2:DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site. | - | cum | - | - |
| 1.004 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 1 | sqm | - | - |
| 1.005 | 4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | 1 | cum | - | - |
| 1.006 | 5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 1 | sqm | - | - |
| 1.007 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more | 0.6 | kilogram | - | - |
| 1.008 | 5.2.2:Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 1 | cum | - | - |
| 1.009 | 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 | - | - |
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