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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.8 LAccepted-AOC | ₹19.8 L | L1 | Accepted-AOC L1 |
| 2 | Rejected-Technical DEVOM KADAVATH POLLAPOIL PALAMUKKU KODAKKAD PO KASARGOD 671310 KERALA | KASARAGOD | KERALA | 671310 | - | - | Rejected-Technical L4 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L3 |
| 4 | Rejected-Technical NADAPURAM PRAVASI LABOUR CONTRACT CO OPERATIVE SOCIETY LTD NO 3278 P O KALLACHI THUNERI BLOCK PANCHAYAT KEZHIKODE DISTRICT | KOZHIKODE | KERALA | 612906 | - | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | Mahamood MA L1 | Jayakumar V V L4 | PV SUKUMARAN L3 | SUDHEESH L2 |
|---|---|---|---|---|---|---|---|
| 1.00COMPOUND WALL RENNOVATION | |||||||
| 1.00 | OD419707/2025-2026:Demolishing laterite wall 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 (Modified 15.7.4) | 93.99 | cm | 1,605.09 ₹1,50,855.99 | 1,200 ₹1,12,783.2 Lowest | 1,650.47 ₹1,55,121.07 | 1,622.94 ₹1,52,533.64 |
| 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 | 26.04 | cum | 271.06 ₹7,057.86 Lowest | 350 ₹9,113.3 | 278.51 ₹7,251.84 | 274 ₹7,134.41 |
| 1.00 | OD419712/2025-2026:Laterate masonry with neatly dressed laterate stone (Department material )of size
35x20x20cm or nearest size in cement mortar 1:6 for Foundation and basement
including all cost of
materials, labour charges etc | 46.27 | cum | 2,768.96 ₹1,28,108.7 Lowest | 4,000 ₹1,85,064 | 2,847.74 ₹1,31,753.54 | 2,800 ₹1,29,544.8 |
| 1.00 | 4.3.2:Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | 139.8 | sqm | 632.45 ₹88,416.51 | 600 ₹83,880 Lowest | 650.13 ₹90,888.17 | 639.5 ₹89,402.1 |
| 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) | 3.5 | cum | 5,977.69 ₹20,898 Lowest | 6,500 ₹22,724 | 6,148.68 ₹21,495.79 | 6,044 ₹21,129.82 |
| 1.01 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 16.52 | sqm | 290.97 ₹4,806.82 Lowest | 400 ₹6,608 | 299.11 ₹4,941.3 | 294.24 ₹4,860.84 |
| 1.01 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more | 403.12 | kilogram | 84.66 ₹34,128.14 Lowest | 100 ₹40,312 | 86.57 ₹34,898.1 | 86 ₹34,668.32 |
| 1.01 | 5.1.3: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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 2.7 | cum | 7,508.14 ₹20,286.99 Lowest | 8,800 ₹23,777.6 | 7,723.35 ₹20,868.49 | 7,592 ₹20,513.58 |
| 1.01 | 4.1.6:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded
stone aggregate 40 mm nominal size derived from natural sources) | 44.35 | cum | 6,302.82 ₹2,79,542.67 Lowest | 8,500 ₹3,76,992 | 6,483.23 ₹2,87,544.22 | 6,373.8 ₹2,82,690.78 |
Tender Value
₹24.7 L
EMD Value
₹50,000
Closing Date
25 Feb 2026, 4:00 pmClosed
VINOD.P.V
AE Nileshwaram Municipality
NLR MLTY 2025-26 PR.NO 366/26 Rennovation Of Compound wall At Thaluk Hospital-Rennovation Of Compound wall
2026_LSGD_836991_17
ET06/2025/AE/LID EW/NLR MLTY/2025-26
Open Tender
Civil Works - Bridges
Item Rate
180 days
NILESHWARAM MUNICIPLATY
Please refer Tender documents.
12 documents required · 12 mandatory
₹2,760
Yes
₹50,000
Yes
30 Jun 2026
17 Feb 2026
27 Feb 2026
17 Feb 2026
25 Feb 2026
17 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1COMPOUND WALL RENNOVATION | |||||
| 1.001 | OD419707/2025-2026:Demolishing laterite wall 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 (Modified 15.7.4) | 0.4 | cm | - | - |
| 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 | - | cum | - | - |
| 1.003 | OD419712/2025-2026:Laterate masonry with neatly dressed laterate stone (Department material )of size
35x20x20cm or nearest size in cement mortar 1:6 for Foundation and basement
including all cost of
materials, labour charges etc | 1 | cum | - | - |
| 1.004 | 4.3.2:Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | - | sqm | - | - |
| 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) | - | cum | - | - |
| 1.006 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 1 | sqm | - | - |
| 1.007 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more | - | kilogram | - | - |
| 1.008 | 5.1.3: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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | - | cum | - | - |
| 1.009 | 4.1.6:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded
stone aggregate 40 mm nominal size derived from natural sources) | 1 | cum | - | - |
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