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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.4 LAccepted-AOC | ₹12.4 L | L1 | Accepted-AOC ACCEPTED |
| 2 | L2₹11.7 LRejected-AOC | ₹11.7 L | L2 | Rejected-AOC REJECTED |
| 3 | L3₹12.6 LRejected-AOC K K HOUSE PANMANA | ₹12.6 L | L3 | Rejected-AOC REJECTED |
| Sl No | Description | Qty | Unit | KDLCCSQ1182 L2 | PRADEEPKUMAR S L1 | ALTHAF M L3 |
|---|---|---|---|---|---|---|
| 1.00INTERLOCK | ||||||
| 1.00 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 549.5 | sqm | 14.73 ₹8,094.14 | 14.4 ₹7,912.80 | 15 ₹8,242.50 |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material | 49.41 | cum | 3,070.85 ₹1.5 L | 2,890 ₹1.4 L | 3,116 ₹1.5 L |
| 1.00 | OD444986/2025-2026:Providing and laying of interlocking concrete block pavements having thickness 80mm as per drawings and technical specification clause 1504 | 623.35 | per sqm | 1,038.68 ₹6.5 L | 972.3 ₹6.1 L | 1,054 ₹6.6 L |
| 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) | 9.66 | cum | 8,451.79 ₹81,661.19 | 7,970 ₹77,006.14 | 8,576 ₹82,861.31 |
| 2.00DRAIN | ||||||
| 2.00 | 11.1.1.1:Excavation for Structures <br> Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. <br> I. Ordinary soil <br> (i) Upto 3 m depth | 29.75 | cum | 866.48 ₹25,777.78 | 817 ₹24,305.75 | 879 ₹26,150.25 |
| 2.00 | OD446250/2025-2026:Providing concrete for plain/Reinforced concrete in open foundations complete as per drawings and technical speciications clause 802,803,1202&,1203<,br>,I P.C.c grade M10 nominal mix 1:3:6 modified 11.4.1.1 | 5.95 | cum | 7,962.6 ₹47,377.47 | 7,510 ₹44,684.50 | 8,080 ₹48,076 |
| 2.00 | 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) | 14.12 | cum | 8,093.11 ₹1.1 L | 7,630 ₹1.1 L | 8,212 ₹1.2 L |
| 2.00 | 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) | 1.27 | cum | 8,451.79 ₹10,776.03 | 7,970 ₹10,161.75 | 9,136 ₹11,648.40 |
Updated dates
Tender Value
₹13.5 L
EMD Value
₹33,747
Closing Date
2 Mar 2026, 5:00 pmClosed
Municipal Engineer
Karunagappally Municipality
PRO NO 472/2025-26 KARUNAGAPALLY MUNICIPALITY KOZHISSERYROAD THIRD PHASE
2026_LSGD_837119_18
3267685-2025
Open Tender
Civil Works - Roads
180 days
Karunagappally Municipality
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹33,747
Yes
1 Jun 2026
18 Feb 2026
3 Mar 2026
18 Feb 2026
2 Mar 2026
18 Feb 2026
18 Feb 2026 - 2 Mar 2026
INTERLOCK
3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material
OD444986/2025-2026:Providing and laying of interlocking concrete block pavements having thickness 80mm as per drawings and technical specification clause 1504
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)
DRAIN
11.1.1.1:Excavation for Structures <br> Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. <br> I. Ordinary soil <br> (i) Upto 3 m depth
OD446250/2025-2026:Providing concrete for plain/Reinforced concrete in open foundations complete as per drawings and technical speciications clause 802,803,1202&,1203<,br>,I P.C.c grade M10 nominal mix 1:3:6 modified 11.4.1.1
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
OD447526/2025-2026:Engaging coolie for demolish existing drain connection portion, removing existing slab and placing new slabs over drains
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