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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.2 LAccepted-AOC | ₹7.2 L | L1 | Accepted-AOC L1 |
| 2 | L2₹8.3 L+₹1.1 L (15.0%)Rejected-AOC | ₹8.3 L+₹1.1 L (15.0%) | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | RENJITH K L1 | VENGAPPALLY LABOUR CONTRACT CO OPERATIVE SOCIETY L2 |
|---|---|---|---|---|---|
| 1.00Construction of Toilet and Ramp | |||||
| 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 | 12.41 | cum | 335.74 ₹4,166.87 Lowest | 386 ₹4,790.65 |
| 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) | 5.88 | cum | 7,404.03 ₹43,498.68 Lowest | 8,515 ₹50,025.63 |
| 1.00 | OD49463/2023-2024:Dry rubble masonry with hard stone in foundation and plinth including cost of through stone and bond stone including cost of all material s, labour etc. | 10.64 | cum | 3,727.23 ₹39,650.27 Lowest | 4,286 ₹45,594.47 |
| 1.00 | 7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | 6.65 | cum | 7,787.26 ₹51,785.28 Lowest | 8,955 ₹59,550.75 |
| 1.00 | 2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. | 8.56 | cum | 297.24 ₹2,544.08 Lowest | 342 ₹2,927.18 |
| 1.01 | 5.22A.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more | 403.27 | kg | 104.93 ₹42,315.65 Lowest | 121 ₹48,796.28 |
| 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) | 1.08 | cum | 9,789.52 ₹10,602.05 Lowest | 11,258 ₹12,192.41 |
| 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). | 3.39 | cum | 12,546 ₹42,530.94 Lowest | 14,428 ₹48,910.92 |
| 1.01 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 22.57 | sqm | 897.16 ₹20,247.11 Lowest | 1,032 ₹23,290.18 |
Tender Value
₹7.2 L
EMD Value
₹18,006
Closing Date
11 Aug 2026, 2:00 pmClosed
Assistant Executive Engineer
o/o Assistant Executive Engineer PWD (B) Sub division Kalpetta
GENERAL-GHSS Achoor- Barrier free school 2023-24-Construction of Toilet, Drinking water facilities and path way concrete.-General Civil Work
2026_PWD_863897_1
PWD/BLDG/TR/10456/2023_5_1_1/1
Open Tender
Civil Works - Buildings
Item Rate
180 days
KALPETTA
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,590
Yes
₹18,006
Yes
15 Sept 2026
3 Aug 2026
13 Aug 2026
3 Aug 2026
11 Aug 2026
3 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Construction of Toilet and Ramp | |||||
| 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) | - | cum | - | - |
| 1.003 | OD49463/2023-2024:Dry rubble masonry with hard stone in foundation and plinth including cost of through stone and bond stone including cost of all material s, labour etc. | 1 | cum | - | - |
| 1.004 | 7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | - | cum | - | - |
| 1.005 | 2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. | 1 | cum | - | - |
| 1.006 | 5.22A.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more | 1 | kg | - | - |
| 1.007 | 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 | - | - |
| 1.008 | 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 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | - | sqm | - | - |
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