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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.5 LAccepted-AOC | ₹6.5 L | L1 | Accepted-AOC L1 |
| 2 | L2₹6.7 L+₹18,044.70 (2.76%)Rejected-Finance | ₹6.7 L+₹18,044.70 (2.76%) | L2 | Rejected-Finance L2 |
| 3 | L3₹6.8 L+₹25,426.24 (3.89%)Rejected-Finance THOTTIYIL CHITHARI RAVANESHWARAM | KERALA | ₹6.8 L+₹25,426.24 (3.89%) | L3 | Rejected-Finance L3 |
| 4 | L4₹6.9 L+₹34,140.22 (5.22%)Rejected-Finance | ₹6.9 L+₹34,140.22 (5.22%) | L4 | Rejected-Finance L4 |
| 5 | L5₹6.9 L+₹34,997.55 (5.35%)Rejected-Finance | ₹6.9 L+₹34,997.55 (5.35%) | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | MANZOOR KUNHAMOO L7 | ABDUL NAVAS BM L4 | CM ABDULLAKUNHI L1 | SABAD C A L2 | ABDUL MOUSUF K M L6 | SUKESH M L3 | MUNAFFIR C A L5 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00COMPOUND WALL | ||||||||||
| 1.00 | 15.7.4:Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In cement mortar | 9.44 | cum | 1,823.3 ₹17,211.95 | 1,627.12 ₹15,360.01 | 1,546.38 ₹14,597.83 Lowest | 1,589.06 ₹15,000.73 | 1,874.25 ₹17,692.92 | 1,606.51 ₹15,165.45 | 1,629.13 ₹15,378.99 |
| 1.00 | 15.56:Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. | 58.2 | sqm | 48.38 ₹2,815.72 | 43.17 ₹2,512.49 | 41.03 ₹2,387.95 Lowest | 42.16 ₹2,453.71 | 45.52 ₹2,649.26 | 42.62 ₹2,480.48 | 43.22 ₹2,515.4 |
| 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 | 70.99 | cum | 307.95 ₹21,860.75 | 274.81 ₹19,508.21 | 261.18 ₹18,540.65 Lowest | 268.39 ₹19,052.47 | 270.93 ₹19,232.78 | 271.34 ₹19,261.88 | 275.15 ₹19,532.35 |
| 1.00 | OD63393/2026-2027: Laterite neatly dressed stones of size 35x20x20cm in cement mortar 1:6 for foundation and basemen or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc | 27.49 | cum | 5,203.67 ₹1,43,038.48 | 4,669.58 ₹1,28,357.42 | 4,437.85 ₹1,21,987.62 Lowest | 4,560.33 ₹1,25,354.35 | 4,848.06 ₹1,33,263.47 | 4,584.95 ₹1,26,031.11 | 4,649.57 ₹1,27,807.38 |
| 1.00 | OD63396/2026-2027:Laterite neatly dressed stones of size 35x20x20cm or nearest size in cement mortar 1:6 for Superstructure including all cost of materials, labour charges etc | 64.07 | cum | 5,993.96 ₹3,84,021.03 | 5,318.44 ₹3,40,741.81 | 5,054.52 ₹3,23,832.99 Lowest | 5,194.01 ₹3,32,769.83 | 5,431.16 ₹3,47,963.56 | 5,281.27 ₹3,38,360.41 | 5,355.7 ₹3,43,128.99 |
| 1.01 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 609.9 | sqm | 316.54 ₹1,93,057.75 | 282.49 ₹1,72,290.65 | 268.47 ₹1,63,739.85 Lowest | 275.88 ₹1,68,259.21 | 285.93 ₹1,74,388.71 | 278.91 ₹1,70,107.21 | 282.84 ₹1,72,504.12 |
| 1.01 | OD97621/2026-2027:Laterite masonry with departmental laterite stone of size 35*20*20cm cement mortar
1:6 for foundation and basement including all cost of materials,labour charges etc
(Modified 50.6.7.1) | 2.83 | cum | 3,145.76 ₹8,908.79 | 3,248.4 ₹9,199.47 | 3,087.2 ₹8,742.95 | 3,172.4 ₹8,984.24 | 3,856.79 ₹10,922.43 | 2,771.73 ₹7,849.54 Lowest | 2,810.79 ₹7,960.16 |
Tender Value
₹8.5 L
EMD Value
₹21,179
Closing Date
22 Jul 2026, 6:00 pmClosed
Assistant Execurtive Engineer
Office of the Executive Engineer LID AND EW DIVISION, KASARAGOD P.O. VIDYANAGAR
Construction of Compound Wall
2026_LSGD_860266_1
33/2026-27
Open Tender
Civil Works - Buildings
Item Wise
240 days
BARA
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
Yes
₹21,179
Yes
8 Sept 2026
14 Jul 2026
24 Jul 2026
14 Jul 2026
22 Jul 2026
14 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1COMPOUND WALL | |||||
| 1.001 | 15.7.4:Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In cement mortar | 1 | cum | - | - |
| 1.002 | 15.56:Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. | - | sqm | - | - |
| 1.003 | 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 | 0.2 | cum | - | - |
| 1.004 | OD63393/2026-2027: Laterite neatly dressed stones of size 35x20x20cm in cement mortar 1:6 for foundation and basemen or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc | 1 | cum | - | - |
| 1.005 | OD63396/2026-2027:Laterite neatly dressed stones of size 35x20x20cm or nearest size in cement mortar 1:6 for Superstructure including all cost of materials, labour charges etc | 0.2 | cum | - | - |
| 1.006 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 1 | sqm | - | - |
| 1.007 | OD97621/2026-2027:Laterite masonry with departmental laterite stone of size 35*20*20cm cement mortar
1:6 for foundation and basement including all cost of materials,labour charges etc
(Modified 50.6.7.1) | 1 | cum | - | - |
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