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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.6 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹19.7 L+₹2,888.11 (0.15%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | L3₹19.9 L+₹29,559.84 (1.50%)Rejected-Finance | L3 | Rejected-Finance L3 | |
| 4 | L4₹24.0 L+₹4.3 L (22.1%)Rejected-Finance | L4 | Rejected-Finance L4 |
| Sl No | Description | Qty | Unit | Saidalavi K L4 | KAREEM K L1 | SHAMEEM.K L3 | MOHAMMED SALEEM C L2 |
|---|---|---|---|---|---|---|---|
| 1.00Mannathichola Anganwadi Construction | |||||||
| 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 | 29.45 | cum | 330.41 ₹9,729.91 | 273.58 ₹8,056.38 | 274.9 ₹8,095.26 | 250 ₹7,362 Lowest |
| 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 | 18.78 | cum | 236.63 ₹4,444.38 | 195.93 ₹3,679.96 | 196.87 ₹3,697.61 | 180 ₹3,380.76 Lowest |
| 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. | 28.17 | cum | 295.52 ₹8,325.98 | 242.21 ₹6,824.02 | 243.37 ₹6,856.71 | 200 ₹5,634.8 Lowest |
| 1.00 | OD457991/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good
quality blasted rubble including packing to compactness to lines and levels cost and conveyance
of all materials labour charges etc. complete as per direction of Departmental officers at site | 58.12 | cum | 3,668.07 ₹2,13,195.56 | 3,037.16 ₹1,76,525.81 | 3,051.83 ₹1,77,378.46 | 2,900 ₹1,68,553.8 Lowest |
| 1.00 | 5.7:Reinforced cement concrete work in well - steining excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (Zone - III) derived from natural
sources derived from natural
sources: 3 graded stone aggregate 20 mm nominal size derived from natural
sources derived from natural
sources) | 0.59 | cum | 9,044.99 ₹5,372.72 | 7,489.25 ₹4,448.61 Lowest | 7,525 ₹4,469.85 | 8,500 ₹5,049 |
| 1.01 | 5.9.12:Centering and shuttering including strutting, etc. and removal of form for:Well steining | 13.56 | sqm | 283.79 ₹3,849.61 | 234.98 ₹3,187.5 | 236 ₹3,201.34 | 200 ₹2,713 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) | 6.18 | cum | 9,634.13 ₹59,567.83 | 7,977.06 ₹49,322.16 Lowest | 8,016 ₹49,562.93 | 9,000 ₹55,647 |
| 1.01 | 50.6.7.2:Laterate masonry with neatly dressed laterate stone of size 40x20x15cm 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. | 26.7 | cum | 8,299.77 ₹2,21,603.86 | 6,872.21 ₹1,83,488.01 Lowest | 6,905.4 ₹1,84,374.18 | 7,700 ₹2,05,590 |
| 1.01 | 5.2.2:Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 1.14 | cum | 11,731.49 ₹13,362.17 | 9,713.67 ₹11,063.87 Lowest | 9,760 ₹11,116.64 | 10,000 ₹11,390 |
Tender Value
₹23.7 L
EMD Value
₹50,000
Closing Date
13 Mar 2026, 6:55 pmClosed
Ali Faisal KT
Office of the Assistant Engineer, LID EW Section, Pandikkad Grama Panchayat
Annual Plan PRONO 356-26 OF PANDIKKAD GP-CONSTRUCTION OF MANNATHICHOLA ANGANVADI AT WARD 17
2026_LSGD_844291_6
08/2025-26/AE/LID EW/PNKD
Open Tender
Civil Works - Buildings
Item Rate
365 days
Pandikkad
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹50,000
Yes
30 Jun 2026
6 Mar 2026
16 Mar 2026
6 Mar 2026
13 Mar 2026
6 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Mannathichola Anganwadi Construction | |||||
| 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 | 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 | - | - |
| 1.003 | 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 | - | - |
| 1.004 | OD457991/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good
quality blasted rubble including packing to compactness to lines and levels cost and conveyance
of all materials labour charges etc. complete as per direction of Departmental officers at site | 1 | cum | - | - |
| 1.005 | 5.7:Reinforced cement concrete work in well - steining excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (Zone - III) derived from natural
sources derived from natural
sources: 3 graded stone aggregate 20 mm nominal size derived from natural
sources derived from natural
sources) | 1 | cum | - | - |
| 1.006 | 5.9.12:Centering and shuttering including strutting, etc. and removal of form for:Well steining | 1 | sqm | - | - |
| 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 | 50.6.7.2:Laterate masonry with neatly dressed laterate stone of size 40x20x15cm 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 | - | - |
| 1.009 | 5.2.2:Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :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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