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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.1 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹4.2 L+₹4,703.79 (1.13%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹4.2 L+₹9,312.46 (2.25%)Rejected-Finance | L3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | MANORANJ C.P L3 | T V PRADEEPAN L1 | Mathew P M L2 |
|---|---|---|---|---|---|---|
| 1.00SEPTIC TANK | ||||||
| 1.00 | OD296275/2025-2026:Dismantling interlock included with compacted bed of coarse sand filling the joints with fine sand etc.. all complete as per the direction of Engineer in charge | 9.36 | sqm | 976.53 ₹9,140.32 | 955.07 ₹8,939.46 Lowest | 965.91 ₹9,040.92 |
| 1.00 | 16.84:Laying old cement concrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (Old CC paver blocks shall be supplied by the department free of cost.) | 9.36 | sqm | 385.91 ₹3,612.12 | 377.43 ₹3,532.74 Lowest | 381.71 ₹3,572.81 |
| 1.00 | 2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | 29.98 | cum | 305.52 ₹9,158.88 | 298.81 ₹8,957.73 Lowest | 302.2 ₹9,059.35 |
| 1.00 | 2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil | 11.77 | cum | 111.27 ₹1,309.43 | 108.83 ₹1,280.71 Lowest | 110.06 ₹1,295.19 |
| 1.00 | OD296230/2025-2026:null Laterate masonry with nearly dressed laterate stone of size 35x20x20cm or nearst size in cement mortar 1:6for fondation and baement inclding all cost of material and labour etc...
@ 388 | 2.88 | cum | 6,190.42 ₹17,828.41 | 6,054.37 ₹17,436.59 Lowest | 6,123.07 ₹17,634.44 |
| 1.01 | 4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 0.59 | cum | 6,737.67 ₹4,002.18 | 6,589.59 ₹3,914.22 Lowest | 6,664.37 ₹3,958.64 |
| 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. | 58.02 | sqm | 713.1 ₹41,374.06 | 697.43 ₹40,464.89 Lowest | 705.35 ₹40,924.41 |
| 1.01 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 8.5 | sqm | 816.42 ₹6,939.57 | 798.47 ₹6,787 Lowest | 807.53 ₹6,864.01 |
| 1.01 | 5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources). | 9.97 | cum | 11,416.4 ₹1,13,810.09 | 11,165.94 ₹1,11,313.26 Lowest | 11,292.65 ₹1,12,576.43 |
Tender Value
₹4.7 L
EMD Value
₹11,642
Closing Date
28 May 2026, 3:00 pmClosed
Assistant Executive Engineer
PWD Buildings Subdivision Kannur
DEPOSIT Fire and rescue Ladies Amenties Construction of a toilet and septic tank for women employees of Fire Station Kannur
2026_PWD_851991_1
PWD/BLDG/816/2026-2027
Open Tender
Civil Works - Buildings
Item Rate
90 days
Kannur
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,030
Yes
₹11,642
Yes
29 Jun 2026
20 May 2026
30 May 2026
20 May 2026
28 May 2026
20 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1SEPTIC TANK | |||||
| 1.001 | OD296275/2025-2026:Dismantling interlock included with compacted bed of coarse sand filling the joints with fine sand etc.. all complete as per the direction of Engineer in charge | 1 | sqm | - | - |
| 1.002 | 16.84:Laying old cement concrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (Old CC paver blocks shall be supplied by the department free of cost.) | 1 | sqm | - | - |
| 1.003 | 2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | - | cum | - | - |
| 1.004 | 2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil | - | cum | - | - |
| 1.005 | OD296230/2025-2026:null Laterate masonry with nearly dressed laterate stone of size 35x20x20cm or nearst size in cement mortar 1:6for fondation and baement inclding all cost of material and labour etc...
@ 388 | 1 | cum | - | - |
| 1.006 | 4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 1 | cum | - | - |
| 1.007 | 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. | - | sqm | - | - |
| 1.008 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | - | sqm | - | - |
| 1.009 | 5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources). | 1 | cum | - | - |
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