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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹7.4 LAccepted-AOC | ₹7.4 L | 1 | Accepted-AOC LOW RATE |
| 2 | 2₹7.9 LRejected-Finance | ₹7.9 L | 2 | Rejected-Finance HIGH RATE |
| 3 | 3₹8.1 LRejected-Finance | ₹8.1 L | 3 | Rejected-Finance HIGH RATE |
| 4 | 4₹8.2 LRejected-Finance ELAVUMKUDI HOUSE MEPRATHUPADI | KOTTAYAM | KERALA | 686102 | ₹8.2 L | 4 | Rejected-Finance HIGH RATE |
| Sl No | Description | Qty | Unit | Arun P L4 | Ajith E P L2 | MANEESH.P.V L3 | NIZARUDHEEN P P L1 |
|---|---|---|---|---|---|---|---|
| 1.00COMPOUND WALL | |||||||
| 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 | 75.9 | cum | 325.67 ₹24,718.35 | 313.91 ₹23,825.77 | 323.99 ₹24,590.84 | 296 ₹22,466.40 |
| 1.00 | OD449647/2025-2026: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 | 169.49 | cum | 3,615.41 ₹6.1 L | 3,484.96 ₹5.9 L | 3,596.78 ₹6.1 L | 3,298 ₹5.6 L |
| 1.00 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 25 | sqm | 349.5 ₹8,737.50 | 336.98 ₹8,424.50 | 347.8 ₹8,695 | 318 ₹7,950 |
| 1.00 | 4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 11.58 | cum | 8,361.63 ₹96,827.68 | 8,059.92 ₹93,333.87 | 8,318.53 ₹96,328.58 | 7,628 ₹88,332.24 |
| 1.00 | 5.22.1:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelMild steel and Medium Tensile steel bars | 716.4 | kg | 100.99 ₹72,349.24 | 97.34 ₹69,734.38 | 100.47 ₹71,976.71 | 92 ₹65,908.80 |
Tender Value
₹8.4 L
EMD Value
₹21,016
Closing Date
19 May 2026, 5:00 pmClosed
ASSISTANT ENGINEER
KURUMATHUR GP
GENERAL-182/25-26-KURUMATHUR GPCOMPOUND WALL CONSTRUCTION OF PANNIYOOR GOVT SCHOOL-General Civil
2026_LSGD_850207_7
AE/KMTR/TN/01/2026-27
Open Tender
Civil Works - Others
180 days
KURUMATHUR GP
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,855
Yes
₹21,016
Yes
17 Jun 2026
12 May 2026
21 May 2026
12 May 2026
19 May 2026
12 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1COMPOUND WALL | ||||||
| 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 | - | - | BI01010001010000000000000515BI0100001114 |
| 1.002 | OD449647/2025-2026: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 | 0.2 | cum | - | - | BI01010001010000000000000515BI0100001115 |
| 1.003 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | - | sqm | - | - | BI01010001010000000000000515BI0100001116 |
| 1.004 | 4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | - | cum | - | - | BI01010001010000000000000515BI0100001117 |
| 1.005 | 5.22.1:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelMild steel and Medium Tensile steel bars | 1 | kg | - | - | BI01010001010000000000000515BI0100001118 |
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