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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹4.2 LAccepted-AOC | ₹4.2 L | 1 | Accepted-AOC Accepted Vide Resolution No.1(1) date.23/07/2026 of Mogralputhur GP |
| 2 | 2₹4.3 L+₹12,669.72 (3.00%)Rejected-AOC | ₹4.3 L+₹12,669.72 (3.00%) | 2 | Rejected-AOC Higher rate and hence not admitted |
| Sl No | Description | Qty | Unit | A ABDUL RAHMAN L1 | B I ABOOBACKER SIDIQ L2 |
|---|---|---|---|---|---|
| 1.00Construction of building | |||||
| 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 | 15.86 | cum | 338.41 ₹5,367.86 Lowest | 348.56 ₹5,528.86 |
| 1.00 | OD537098/2025-2026:Laterate masonry with neatly dressed laterate stone of size 35x20x20cm 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) | 11.96 | cum | 5,756 ₹68,870.54 Lowest | 5,928.68 ₹70,936.66 |
| 1.00 | OD537099/2025-2026:Laterate masonry with neatly dressed laterate 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 materials, labour charges etc.(Modified 50.6.7.2) | 8.63 | cum | 6,586 ₹56,856.94 Lowest | 6,783.58 ₹58,562.65 |
| 1.00 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 6.11 | sqm | 717.68 ₹4,381.44 Lowest | 739.21 ₹4,512.88 |
| 1.00 | 5.9.19:Centering and shuttering including strutting, etc. and removal of form for:Weather shade, Chajjas, corbels etc., including edges | 12.01 | sqm | 961.38 ₹11,541.37 Lowest | 990.22 ₹11,887.59 |
| 1.01 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 16.2 | sqm | 904.28 ₹14,649.34 Lowest | 931.41 ₹15,088.84 |
| 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). | 4.61 | cum | 12,645.57 ₹58,334.01 Lowest | 13,024.94 ₹60,084.05 |
| 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 | 15.9 | metre | 214.61 ₹3,412.3 Lowest | 221.05 ₹3,514.7 |
| 1.01 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 4.4 | sqm | 363.27 ₹1,598.39 Lowest | 374.17 ₹1,646.35 |
Tender Value
₹4.2 L
EMD Value
₹10,562
Closing Date
16 Jul 2026, 5:00 pmClosed
Assistant Engineer
Office of the Assistant Engineer Mogralputhur Gramapanchayath
Blarkod Burial ground improvement of Mogralputhur GP in Ward no.8-MPGP 192/25-26
2026_LSGD_859860_3
01/2026-27/AE/LIDANDEW/MP/01 PHAS
Open Tender
Civil Works - Buildings
Item Rate
Mogralputhur Gramapanchayath
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,562
Yes
22 Aug 2026
9 Jul 2026
18 Jul 2026
9 Jul 2026
16 Jul 2026
9 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Construction of building | |||||
| 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 | - | cum | - | - |
| 1.002 | OD537098/2025-2026:Laterate masonry with neatly dressed laterate stone of size 35x20x20cm 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) | 1 | cum | - | - |
| 1.003 | OD537099/2025-2026:Laterate masonry with neatly dressed laterate 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 materials, labour charges etc.(Modified 50.6.7.2) | 1 | cum | - | - |
| 1.004 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | - | sqm | - | - |
| 1.005 | 5.9.19:Centering and shuttering including strutting, etc. and removal of form for:Weather shade, Chajjas, corbels etc., including edges | - | sqm | - | - |
| 1.006 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 1 | sqm | - | - |
| 1.007 | 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 | - | - |
| 1.008 | 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 | - | - |
| 1.009 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | - | sqm | - | - |
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