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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.9 LAdmitted-Fee/PreQual/Technical/Finance ERATTUPETTA BLOCK PANCHAYATH KERALA | ₹3.9 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹3.9 L+₹1,554.44 (0.40%)Admitted-Fee/PreQual/Technical/Finance | ₹3.9 L+₹1,554.44 (0.40%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹4.1 L+₹17,437.72 (4.43%)Admitted-Fee/PreQual/Technical/Finance | ₹4.1 L+₹17,437.72 (4.43%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | Denny Jose L1 | ABINSHA ASHIL L2 | Thasni Mansoor L3 |
|---|---|---|---|---|---|---|
| 1.00TOILET CONSTRUCTION | ||||||
| 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 | 8.74 | cum | 334.17 ₹2,922.32 Lowest | 335.33 ₹2,932.46 | 348.82 ₹3,050.43 |
| 1.00 | 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) | 1.02 | cum | 7,369.6 ₹7,524.36 Lowest | 7,395.04 ₹7,550.34 | 7,692.52 ₹7,854.06 |
| 1.00 | 5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) | 1.17 | cum | 9,744 ₹11,400.48 Lowest | 9,777.63 ₹11,439.83 | 10,170.96 ₹11,900.02 |
| 1.00 | 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) | 1.73 | cum | 11,865.3 ₹20,467.64 Lowest | 11,906.23 ₹20,538.25 | 12,385.18 ₹21,364.44 |
| 1.00 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 1.91 | sqm | 358.7 ₹685.12 Lowest | 359.98 ₹687.56 | 374.46 ₹715.22 |
| 1.01 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 11.24 | sqm | 936.9 ₹10,527.01 Lowest | 940.17 ₹10,563.75 | 977.99 ₹10,988.7 |
| 1.01 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 8.64 | sqm | 708.7 ₹6,123.17 Lowest | 711.16 ₹6,144.42 | 739.76 ₹6,391.53 |
| 1.01 | 50.6.2.2:Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etc complete | 5.07 | cum | 7,165.8 ₹36,337.77 Lowest | 7,190.56 ₹36,463.33 | 7,479.82 ₹37,930.17 |
| 1.01 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 19.5 | sqm | 893 ₹17,417.07 Lowest | 896.07 ₹17,476.95 | 932.11 ₹18,179.87 |
Tender Value
₹4.2 L
EMD Value
₹10,592
Closing Date
13 Aug 2026, 2:00 pmClosed
Assistant Executive Engineer
Assistant Executive Engineer LID and EW Division Kottayam
Annual Plan-DPK 1240/26-POONJAR DIVISION MOONNALIV GRAMAPANCHAYAT ST PAUL H S TOILET CONSTRUCTION-General Civil Work
2026_LSGD_863774_31
2/2026-27/AEE/LID and EW
Open Tender
Civil Works - Others
Item Rate
Kottayam
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,592
Yes
16 Aug 2026
3 Aug 2026
14 Aug 2026
3 Aug 2026
13 Aug 2026
3 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1TOILET CONSTRUCTION | |||||
| 1.001 | 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 | - | - |
| 1.002 | 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 | - | - |
| 1.003 | 5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) | 1 | cum | - | - |
| 1.004 | 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) | - | cum | - | - |
| 1.005 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | - | sqm | - | - |
| 1.006 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | - | sqm | - | - |
| 1.007 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | - | sqm | - | - |
| 1.008 | 50.6.2.2:Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etc complete | 1 | cum | - | - |
| 1.009 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | - | sqm | - | - |
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