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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.0 LAdmitted-Fee/PreQual/Technical/Finance | ₹6.0 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | Not Admitted-Fee/PreQual/Technical/Finance | - | - | Not Admitted-Fee/PreQual/Technical/Finance Others-The name and signature in the Preliminary Agreement are different from those of the contractor who submitted the bid |
| Sl No | Description | Qty | Unit | ABDUL HAMEED AC L1 |
|---|---|---|---|---|
| 1.00Toilet | ||||
| 1.00 | 15.23.1:Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.For thickness of tiles 10 mm to 25 mm | 33.74 | sqm | 78 ₹2,631.56 Lowest |
| 1.00 | 15.7.4:Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In cement mortar | 2.27 | cum | 2,200 ₹4,998.4 Lowest |
| 1.00 | 15.2.2:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 or leaner mix ( including equivalent design mix) | 1.14 | cum | 1,605 ₹1,831.31 Lowest |
| 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 | 2.37 | cum | 370 ₹876.16 Lowest |
| 1.00 | OD3704/2026-2027:Laterite masonry with neatly dressed laterite stone of size 30x20x20cm or nearest size in
cement mortar 1:6 for foundation and basement including all cost of material,labour charges etc. | 3.9 | cum | 6,710 ₹26,189.13 Lowest |
| 1.01 | OD3703/2026-2027:Laterite masonry with neatly dressed laterite stone of size 30x20x20cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of laterial,labour charges etc. | 0.89 | cum | 7,625 ₹6,809.13 Lowest |
| 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) | 3.16 | cum | 8,205 ₹25,952.42 Lowest |
| 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). | 0.1 | cum | 13,905 ₹1,446.12 Lowest |
| 1.01 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 0.92 | sqm | 787 ₹724.04 Lowest |
Tender Value
₹5.5 L
EMD Value
₹13,763
Closing Date
14 Aug 2026, 5:00 pmClosed
Assistant Executive Engineer
o/o Assistant Executive Engineer, Buildings Sub Division Kanhangad
GENERAL-Court complex Kanhangad - Alteration work to convert existing toilets to Barrier free (Disable friendly) toilets-Alteration work to convert existing toilets to Barrier free (Disable friendly) toilets-General Civil Work
2026_PWD_860478_2
PWD/BLDG/TR/5828/2026_5_1_1/1
Open Tender
Civil Works - Buildings
Item Rate
180 days
Kanhangad
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,215
Yes
₹13,763
Yes
1 Sept 2026
7 Aug 2026
17 Aug 2026
7 Aug 2026
14 Aug 2026
7 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Toilet | |||||
| 1.001 | 15.23.1:Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.For thickness of tiles 10 mm to 25 mm | 1 | sqm | - | - |
| 1.002 | 15.7.4:Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In cement mortar | 1 | cum | - | - |
| 1.003 | 15.2.2:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 or leaner mix ( including equivalent design mix) | - | cum | - | - |
| 1.004 | 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 | 1 | cum | - | - |
| 1.005 | OD3704/2026-2027:Laterite masonry with neatly dressed laterite stone of size 30x20x20cm or nearest size in
cement mortar 1:6 for foundation and basement including all cost of material,labour charges etc. | - | cum | - | - |
| 1.006 | OD3703/2026-2027:Laterite masonry with neatly dressed laterite stone of size 30x20x20cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of laterial,labour charges etc. | - | cum | - | - |
| 1.007 | 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 | - | - |
| 1.008 | 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 | - | - |
| 1.009 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | - | sqm | - | - |
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