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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L2₹3.7 L−₹16,866.55 (4.35%)Accepted-AOC MAVILAVALAPPIL HOUSE ONAPPARAMBA | KERALA | L2 | Accepted-AOC L2 | |
| 2 | L1₹3.9 LRejected-AOC | L1 | Rejected-AOC L1 |
| Sl No | Description | Qty | Unit | MUHAMMED FAISEL L2 | K M KUNHIKRISHNAN L1 |
|---|---|---|---|---|---|
| 1.00FOOT PATH | |||||
| 1.00 | 3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m <br> Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 | 20.7 | cum | 41.16 ₹852.01 | 39.37 ₹814.96 Lowest |
| 1.00 | OD548018/2024-2025:Laterate masonry with neatly dressed laterate stone of size 35x20x20cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc. (50.6.7.1) | 1.98 | cum | 6,756.78 ₹13,378.42 | 6,463.01 ₹12,796.76 Lowest |
| 1.00 | OD548247/2024-2025:Laterate masonry with neatly dressed laterate stone of size 35x20x20cm 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. | 9.45 | cum | 7,512.42 ₹70,992.37 | 7,185.79 ₹67,905.72 Lowest |
| 1.00 | 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | 2.7 | cum | 8,850 ₹23,895 | 8,465.27 ₹22,856.23 Lowest |
| 1.00 | 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 10.5 | cum | 8,650 ₹90,825 | 8,274.59 ₹86,883.2 Lowest |
| 1.01 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 0.6 | cum | 9,059 ₹5,435.4 | 8,666.04 ₹5,199.62 Lowest |
| 1.01 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20 | 4.05 | cum | 9,754 ₹39,503.7 | 9,330.01 ₹37,786.54 Lowest |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.36 | tonne | 99,917 ₹36,469.71 | 95,573.08 ₹34,884.17 Lowest |
| 1.01 | 3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 8.4 | cum | 72 ₹604.8 | 68.65 ₹576.66 Lowest |
Tender Value
₹3.4 L
EMD Value
₹8,430
Closing Date
5 May 2025, 6:00 pmClosed
Assistant Engineer section 1
KANNUR CORPORATION
Annual Plan PROJECT NO 1731 FOOTPATH AND COMPOUND WALL FOR TSUNAMI FLAT ANGANAVADI WARD 40
2025_LSGD_762555_1
LSGD/CELSGD/TR/39954/2025
Open Tender
Civil Works - Roads
Item Rate
180 days
KANNUR CORPORATION
Please refer Tender documents.
8 documents required · 8 mandatory
₹745
Yes
₹8,430
Yes
12 Aug 2025
30 Apr 2025
6 May 2025
30 Apr 2025
5 May 2025
30 Apr 2025
Amount
FOOT PATH
3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m <br> Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3
OD548018/2024-2025:Laterate masonry with neatly dressed laterate stone of size 35x20x20cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc. (50.6.7.1)
OD548247/2024-2025:Laterate masonry with neatly dressed laterate stone of size 35x20x20cm 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.
11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6
11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5)
75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)
11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.
75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
OD548327/2024-2025:13.1.1. 12 mm cement plaster of mix: 1:4 ( 1 cement : 4 fine sand)
MUHAMMED FAISEL (BID ID -2207680)
Bidder Name
MUHAMMED FAISEL
K M KUNHIKRISHNAN
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