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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.8 LAdmitted-Fee/PreQual/Technical/Finance | ₹14.8 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹15.3 L+₹49,494.98 (3.34%)Admitted-Fee/PreQual/Technical/Finance | ₹15.3 L+₹49,494.98 (3.34%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | kamarudheen km L1 | JOSE E V L2 |
|---|---|---|---|---|---|
| 1.00Interlock tile relaying | |||||
| 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. | 975.5 | sqm | 16.01 ₹15,617.76 Lowest | 17 ₹16,583.5 |
| 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 | 73.16 | cum | 3,337.88 ₹2,44,209.31 Lowest | 3,448 ₹2,52,266.02 |
| 1.00 | OD52611/2026-2027:Interlocking Concrete Block pavement
Providing and Laying of Interlocking Concrete Block pavements using 80mm M40 hydralic
blocks of approved size,design and shape laid in crushed stone chipping 6.7mm size 100mm
passing 9.5mm and retained on 2.36mm using plate vibrator etc.as per the departmental
specification | 975.5 | sqm | 1,045.38 ₹10,19,768.19 Lowest | 1,080 ₹10,53,540 |
| 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) | 4.93 | cum | 9,186.73 ₹45,290.58 Lowest | 9,490 ₹46,785.7 |
| 1.00 | 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 | 7.5 | cum | 441.5 ₹3,311.25 Lowest | 456 ₹3,420 |
| 1.01 | 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 | 2.5 | cum | 9,001.46 ₹22,503.65 Lowest | 9,299 ₹23,247.5 |
| 1.01 | 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) | 15 | cum | 8,796.8 ₹1,31,952 Lowest | 9,087 ₹1,36,305 |
Tender Value
₹14.8 L
EMD Value
₹37,067
Closing Date
13 Aug 2026, 4:00 pmClosed
Assistant Executive Engineer
Office of the Assistant Executive Engineer, LIDEW Section, Kalamassery Municipality
SO 98/27-Interlock laying at vattekunnam k b park and drain construction at Padinjare kollamparambu road in ward 43
2026_LSGD_863788_5
LIDEW/AEE/ET/04/2027
Open Tender
Civil Works - Roads
Item Rate
180 days
Kalamassery
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹37,067
Yes
15 Sept 2026
4 Aug 2026
14 Aug 2026
4 Aug 2026
13 Aug 2026
4 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Interlock tile relaying | |||||
| 1.001 | 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. | - | sqm | - | - |
| 1.002 | 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 | 0.2 | cum | - | - |
| 1.003 | OD52611/2026-2027:Interlocking Concrete Block pavement
Providing and Laying of Interlocking Concrete Block pavements using 80mm M40 hydralic
blocks of approved size,design and shape laid in crushed stone chipping 6.7mm size 100mm
passing 9.5mm and retained on 2.36mm using plate vibrator etc.as per the departmental
specification | - | 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) | 1 | cum | - | - |
| 1.005 | 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 | - | cum | - | - |
| 1.006 | 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 | - | cum | - | - |
| 1.007 | 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) | - | cum | - | - |
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