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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.6 LAccepted-AOC | ₹7.6 L | L1 | Accepted-AOC L1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical L2 |
| 3 | Rejected-Technical THENGUMPALLIL HOUSE KALLAR RAJAPURAM 671532 | RAJAPURAM | KASARAGOD | KERALA | 671532 | - | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | T J Joseph Joy L2 | rajith k L1 | SATHEESH M L3 |
|---|---|---|---|---|---|---|
| 1.00Toilet | ||||||
| 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 | 25 | cum | 228.91 ₹5,722.75 | 218.37 ₹5,459.25 | 234.63 ₹5,865.75 |
| 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 | 22.03 | cum | 319.63 ₹7,040.81 | 304.91 ₹6,716.56 | 327.61 ₹7,216.59 |
| 1.00 | OD503684/2025-2026: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. | 21.66 | cum | 5,400.95 ₹1,16,984.58 | 5,152.21 ₹1,11,596.87 | 5,535.91 ₹1,19,907.81 |
| 1.00 | OD503685/2025-2026::Laterate masonry with neatly dressed laterate stone of size 35x20x20cm 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. | 13.21 | cum | 6,185 ₹81,679.11 | 5,900.14 ₹77,917.25 | 6,339.54 ₹83,719.97 |
| 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) | 1.76 | cum | 7,048.61 ₹12,412.6 | 6,723.97 ₹11,840.91 | 7,224.73 ₹12,722.75 |
| 1.01 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 9.84 | sqm | 677.85 ₹6,670.04 | 646.63 ₹6,362.84 | 694.79 ₹6,836.73 |
| 1.01 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 35.97 | sqm | 854.09 ₹30,721.62 | 814.76 ₹29,306.92 | 875.43 ₹31,489.22 |
| 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 | 31.9 | metre | 202.7 ₹6,466.13 | 193.36 ₹6,168.18 | 207.76 ₹6,627.54 |
| 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). | 6.17 | cum | 11,943.74 ₹73,716.76 | 11,393.66 ₹70,321.67 | 12,242.18 ₹75,558.73 |
Tender Value
₹8.5 L
EMD Value
₹21,174
Closing Date
17 Mar 2026, 2:00 pmClosed
SISUPALAN KOILARIAN
OFFICE OF THE ASSISTANT ENGINEER KALLAR GP
GENERAL-PR NO 40/25-26 RAJAPURAM SCHOOL TOILET CONSTRUCTION IN KALLAR GPRAJAPURAM SCHOOL TOILET CONSTRUCTIONGeneral Civil Work-.
2026_LSGD_845829_7
08/AE/LID AE/2025KALLAR GP
Open Tender
Civil Works - Others
210 days
KALLAR GP
Please refer Tender documents.
3 documents required · 3 mandatory
₹1,870
Yes
₹21,174
Yes
4 Jul 2026
10 Mar 2026
18 Mar 2026
10 Mar 2026
17 Mar 2026
10 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Toilet | |||||
| 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 | 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 | - | - |
| 1.003 | OD503684/2025-2026: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. | - | cum | - | - |
| 1.004 | OD503685/2025-2026::Laterate masonry with neatly dressed laterate stone of size 35x20x20cm 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. | 1 | cum | - | - |
| 1.005 | 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 | - | - |
| 1.006 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 1 | sqm | - | - |
| 1.007 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 1 | sqm | - | - |
| 1.008 | 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 | 1 | metre | - | - |
| 1.009 | 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 | - | - |
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