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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.1 LAccepted-AOC | ₹2.1 L | L1 | Accepted-AOC L1 |
| 2 | L2₹2.1 L+₹2,735.97 (1.30%)Rejected-AOC | ₹2.1 L+₹2,735.97 (1.30%) | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | G MOHAMMED L1 | ABDUL JALEEL A L2 |
|---|---|---|---|---|---|
| 1.00ANGANWADI IMPROVEMENT | |||||
| 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 | 1.91 | cum | 242.36 ₹463.15 Lowest | 245 ₹468.2 |
| 1.00 | OD365269/2025-2026:Laterite masonry with neatly dressed laterite 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. | 8.42 | cum | 5,756.65 ₹48,482.51 Lowest | 5,760 ₹48,510.72 |
| 1.00 | 13.99.1:Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :One or more coats on old work | 1.51 | sqm | 102.12 ₹153.79 Lowest | 102.12 ₹153.79 Lowest |
| 1.00 | OD501973/2025-2026:Demolishing Laterite 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 | 4.73 | cum | 2,003.63 ₹9,477.17 Lowest | 2,003.63 ₹9,477.17 Lowest |
| 1.00 | OD373947/2025-2026:Laterite masonry with departmental Laterite stones of size 35x20x20cm in cement
mortar 1:6 for foundation and basement o including all cost of materials, labour
charges etc. (Modified 50.6.7.1) | 1.6 | cum | 3,456.88 ₹5,527.55 Lowest | 3,456.88 ₹5,527.55 Lowest |
| 1.01 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 1.05 | sqm | 904.28 ₹949.49 Lowest | 904.28 ₹949.49 Lowest |
| 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 | 9.96 | kilogram | 105.76 ₹1,053.9 Lowest | 105.76 ₹1,053.9 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). | 0.11 | cum | 12,645.57 ₹1,416.3 Lowest | 12,645.57 ₹1,416.3 Lowest |
| 1.01 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 94.2 | sqm | 347.85 ₹32,767.47 Lowest | 347.85 ₹32,767.47 Lowest |
Tender Value
₹2.1 L
EMD Value
₹5,258
Closing Date
22 May 2026, 6:00 pmClosed
DEEPAK M
OFFICE OF THE ASSISTANT ENGINEER, KUMBADAJE GP
IMPROVEMENT WORKS TO MUKKUR ANGANWADI
2026_LSGD_851182_1
AE/LIDEW/KDJ/ET-01/2026-27
Open Tender
Civil Works - Buildings
Item Rate
180 days
KUMBADAJE GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
Yes
₹5,258
Yes
7 Sept 2026
15 May 2026
23 May 2026
15 May 2026
22 May 2026
15 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1ANGANWADI IMPROVEMENT | |||||
| 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 | OD365269/2025-2026:Laterite masonry with neatly dressed laterite 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. | - | cum | - | - |
| 1.003 | 13.99.1:Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :One or more coats on old work | - | sqm | - | - |
| 1.004 | OD501973/2025-2026:Demolishing Laterite 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 | - | cum | - | - |
| 1.005 | OD373947/2025-2026:Laterite masonry with departmental Laterite stones of size 35x20x20cm in cement
mortar 1:6 for foundation and basement o including all cost of materials, labour
charges etc. (Modified 50.6.7.1) | - | cum | - | - |
| 1.006 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | - | 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 | 1 | kilogram | - | - |
| 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 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | - | sqm | - | - |
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