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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹7.5 LAccepted-Finance | ₹7.5 L | 1 | Accepted-Finance LOWEST BIDDER |
| 2 | 2₹8.4 L+₹97,097.05 (13.0%)Accepted-Finance KERALA KERALA | IDUKKI | KERALA | 685501 | ₹8.4 L+₹97,097.05 (13.0%) | 2 | Accepted-Finance SECOND BIDDER |
| 3 | Rejected-Technical | - | - | Rejected-Technical HIGHER RATE |
| Sl No | Description | Qty | Unit | M/S SAJEEVAN P A L2 | SHAJI P V L3 | MEGA COMFORT L1 |
|---|---|---|---|---|---|---|
| 1.00Tile Road | ||||||
| 1.00 | OD392764/2025-2026:Scrarifying the existing bituminous road surface to a depth of 50mm and disposal of scrarified material with in all lifts and lead upto 1km (by mechanical means | 294 | sqm | 16.01 ₹4,706.94 | 16.81 ₹4,942.14 | 6.74 ₹1,981.56 Lowest |
| 1.00 | 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil. | 22.05 | cum | 2,400.07 ₹52,921.54 | 2,503.72 ₹55,207.03 | 2,185.98 ₹48,200.86 Lowest |
| 1.00 | OD396426/2025-2026:Interlocking Concrete Block Pavement- Providing and Laying of Interlocking Concrete Block
Pavements having thickness 80 mm thickness, minimum strength M40 including providing a
layer of 6 mm aggregate for 50mm thickness, then laying interlock cobbles in lines and levels as
per the directions of the departmental officers at site inclusive of all cost and conveyance
charges etc. complete. (Modified MORTH 55.23) | 248 | sqm | 1,193.43 ₹2,95,970.64 | 1,253.1 ₹3,10,768.8 | 1,054.66 ₹2,61,555.68 Lowest |
| 1.00 | 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) | 7.54 | cum | 9,186.73 ₹69,222.01 | 9,259.44 ₹69,769.88 | 8,084.33 ₹60,915.43 Lowest |
| 1.00 | OD416740/2025-2026:Structural steel work riveted, bolted or welded in built up sections, trusses and framed work,
including cutting, hoisting, fixing in position and applying a priming coat of
approved steel primer all complete | 180 | kg | 153 ₹27,540 | 160.65 ₹28,917 | 127.98 ₹23,036.4 Lowest |
| 2.00RCC DRAIN | ||||||
| 2.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 36.8 | cum | 441.5 ₹16,247.2 | 444.98 ₹16,375.26 | 388.5 ₹14,296.8 Lowest |
| 2.00 | 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 | 3.68 | cum | 9,001.46 ₹33,125.37 | 9,072.69 ₹33,387.5 | 7,921.29 ₹29,150.35 Lowest |
| 2.00 | 12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204<br> For height upto 5 m <br> III. R.C.C grade M 20 | 13.8 | cum | 10,457.41 ₹1,44,312.26 | 10,540.18 ₹1,45,454.48 | 9,202.54 ₹1,26,995.05 Lowest |
Tender Value
₹8.5 L
EMD Value
₹21,170
Closing Date
13 Mar 2026, 3:00 pmClosed
AE
Office of the Assistant Engineer LIDEW Kodungall
Annual Plan 2025 2026 Kodungallur Municipality Improvements to Thandamkulam south road in ward 44 PR 44 RECAST General Civil Work
2026_LSGD_844257_28
8/25-26
Open Tender
Civil Works - Roads
Item Rate
Office of the Assistant Engineer LIDEW Kodungall
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
Yes
₹21,170
Yes
7 Sept 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 |
|---|---|---|---|---|---|
| 1Tile Road | |||||
| 1.001 | OD392764/2025-2026:Scrarifying the existing bituminous road surface to a depth of 50mm and disposal of scrarified material with in all lifts and lead upto 1km (by mechanical means | 294 | sqm | - | - |
| 1.002 | 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil. | 22.05 | cum | - | - |
| 1.003 | OD396426/2025-2026:Interlocking Concrete Block Pavement- Providing and Laying of Interlocking Concrete Block
Pavements having thickness 80 mm thickness, minimum strength M40 including providing a
layer of 6 mm aggregate for 50mm thickness, then laying interlock cobbles in lines and levels as
per the directions of the departmental officers at site inclusive of all cost and conveyance
charges etc. complete. (Modified MORTH 55.23) | 248 | sqm | - | - |
| 1.004 | 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) | 7.54 | cum | - | - |
| 1.005 | OD416740/2025-2026:Structural steel work riveted, bolted or welded in built up sections, trusses and framed work,
including cutting, hoisting, fixing in position and applying a priming coat of
approved steel primer all complete | 180 | kg | - | - |
| 2RCC DRAIN | |||||
| 2.001 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 36.8 | cum | - | - |
| 2.002 | 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 | 3.68 | cum | - | - |
| 2.003 | 12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204<br> For height upto 5 m <br> III. R.C.C grade M 20 | 13.8 | cum | - | - |
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