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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.4 LAdmitted-Fee/PreQual/Technical/Finance | ₹3.4 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹3.5 L+₹8,521.12 (2.52%)Admitted-Fee/PreQual/Technical/Finance | ₹3.5 L+₹8,521.12 (2.52%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | MUHAMMAD SHFVAN K A L2 | ABDUL KHADER FAIZAL A M L1 |
|---|---|---|---|---|---|
| 1.00CONSTRUCTION OF TOILET | |||||
| 1.00 | 2.9.1:Excavation work 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 soils as directed, within a lead of 50 m.Ordinary rock | 13.02 | cum | 617.57 ₹8,040.76 Lowest | 617.57 ₹8,040.76 Lowest |
| 1.00 | OD98551/2026-2027:Laterate masonry with neatly dressed laterate stone of size 35x20x20 cm or nearest
size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc.
(Modified 50.6.7.1) | 11.21 | cum | 6,000 ₹67,266 | 5,756.65 ₹64,537.8 Lowest |
| 1.00 | OD98549/2026-2027:Laterate masonry with neatly dressed laterate stone of size 35x20x20 cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc. | 6.09 | cum | 7,500 ₹45,645 | 6,586.77 ₹40,087.08 Lowest |
| 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) | 0.98 | cum | 7,462.79 ₹7,306.07 Lowest | 7,462.79 ₹7,306.07 Lowest |
| 1.00 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 25.98 | sqm | 904.28 ₹23,493.19 Lowest | 904.28 ₹23,493.19 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 | 4.5 | sqm | 717.68 ₹3,229.56 Lowest | 717.68 ₹3,229.56 Lowest |
| 1.01 | 5.9.16.1:Centering and shuttering including strutting, etc. and removal of form for:
Edges of slabs and breaks in floors and wallsUnder 20 cm wide | 18.8 | metre | 214.61 ₹4,034.67 Lowest | 214.61 ₹4,034.67 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). | 3.29 | cum | 12,645.57 ₹41,641.86 Lowest | 12,645.57 ₹41,641.86 Lowest |
| 1.01 | 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) | 0.54 | cum | 9,867.22 ₹5,328.3 Lowest | 9,867.22 ₹5,328.3 Lowest |
Tender Value
₹3.4 L
EMD Value
₹8,474
Closing Date
1 Aug 2026, 6:00 pmClosed
ASSISTANT ENGINEER
Office of the Assistant Engineer, LIDEW Subdivision, Karadukka Block Panchayat
Annual Plan-KARADKA BLOCK PANCHAYATH (PROJECT NO - 59/25-26) CONSTRUCTION OF TOILET AT GVHSS DELAMPADY IN DELAMPADY GP
2026_LSGD_862440_4
TN/01/2026-27/LIDEW/KDK
Open Tender
Civil Works - Buildings
Item Rate
180 days
GHSS DELAMPADY
Please refer Tender documents.
7 documents required · 7 mandatory
₹750
Yes
₹8,474
Yes
3 Aug 2026
25 Jul 2026
3 Aug 2026
25 Jul 2026
1 Aug 2026
25 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1CONSTRUCTION OF TOILET | |||||
| 1.001 | 2.9.1:Excavation work 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 soils as directed, within a lead of 50 m.Ordinary rock | 1 | cum | - | - |
| 1.002 | OD98551/2026-2027:Laterate masonry with neatly dressed laterate stone of size 35x20x20 cm or nearest
size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc.
(Modified 50.6.7.1) | - | cum | - | - |
| 1.003 | OD98549/2026-2027:Laterate masonry with neatly dressed laterate stone of size 35x20x20 cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc. | - | cum | - | - |
| 1.004 | 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) | - | cum | - | - |
| 1.005 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | - | sqm | - | - |
| 1.006 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | - | sqm | - | - |
| 1.007 | 5.9.16.1:Centering and shuttering including strutting, etc. and removal of form for:
Edges of slabs and breaks in floors and wallsUnder 20 cm wide | - | metre | - | - |
| 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). | - | cum | - | - |
| 1.009 | 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) | - | cum | - | - |
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