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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.2 LAdmitted-Fee/PreQual/Technical/Finance KERALA KL | KOTTAYAM | KERALA | 686001 | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L1₹4.2 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | P H Zakeer L1 | VINOY ANTONY L1 |
|---|---|---|---|---|---|
| 1.00Drain maintenance and tile paving | |||||
| 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 | 5.78 | cum | 437.09 ₹2,524.19 Lowest | 437.09 ₹2,524.19 Lowest |
| 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 | 20.29 | cum | 3,304.5 ₹67,061.52 Lowest | 3,304.5 ₹67,061.52 Lowest |
| 1.00 | OD71134/2026-2027:Providing and laying Interlocking cement concrete blocks 80 mm thick M40 hydraulic blocks of
approved size . design and shape laid in required and pattern over 50 mm thick compacted bed
of approved cushion material, compacting and proper embedding flaying of inter locking paver
blocks into compacted layer through vibratory compaction by using plate vibrator, and cutting
of paver blocks as per required size and pattern, finishing and sweeping extra sand in light
traffic parking etc. complete as per manufactures Specifications & direction of Engineer in
charge | 175.14 | sqm | 1,176.33 ₹2,06,022.44 Lowest | 1,176.33 ₹2,06,022.44 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) | 1.58 | cum | 9,094.86 ₹14,369.88 Lowest | 9,094.86 ₹14,369.88 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 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | 4.11 | cum | 8,708.89 ₹35,793.54 Lowest | 8,708.89 ₹35,793.54 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 | 3.87 | cum | 9,788.17 ₹37,880.22 Lowest | 9,788.17 ₹37,880.22 Lowest |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.5 | tonne | 99,432.94 ₹50,114.2 Lowest | 99,432.94 ₹50,114.2 Lowest |
| 1.01 | OD10442/2026-2027:Mancoolie | 2 | each | 1,116.09 ₹2,232.18 Lowest | 1,116.09 ₹2,232.18 Lowest |
Tender Value
₹4.2 L
EMD Value
₹8,282
Closing Date
28 Sept 2026, 5:00 pmClosed
MUNICIPAL ENGINEER
MARADU MUNICIPALITY
Annual Plan-76/2026-27-Renovation of Thandassery bylane in div 25 of Maradu Municipality-General Civil Work (re tender)
2026_LSGD_871388_1
E3-01/2026-27/ME/LID and EW/EKM
Open Tender
Civil Works - Roads
Item Rate
MARADU MUNICIPALITY
Please refer Tender documents.
6 documents required · 6 mandatory
₹735
Yes
₹8,282
Yes
MARADU MUNICIPALITY
6 Oct 2026
19 Sept 2026
30 Sept 2026
19 Sept 2026
28 Sept 2026
19 Sept 2026
19 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Drain maintenance and tile paving | |||||
| 1.001 | 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 | 5.78 | cum | - | - |
| 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 | 20.29 | cum | - | - |
| 1.003 | OD71134/2026-2027:Providing and laying Interlocking cement concrete blocks 80 mm thick M40 hydraulic blocks of
approved size . design and shape laid in required and pattern over 50 mm thick compacted bed
of approved cushion material, compacting and proper embedding flaying of inter locking paver
blocks into compacted layer through vibratory compaction by using plate vibrator, and cutting
of paver blocks as per required size and pattern, finishing and sweeping extra sand in light
traffic parking etc. complete as per manufactures Specifications & direction of Engineer in
charge | 175.14 | 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) | 1.58 | cum | - | - |
| 1.005 | 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 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | 4.11 | cum | - | - |
| 1.006 | 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 | 3.87 | cum | - | - |
| 1.007 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.5 | tonne | - | - |
| 1.008 | OD10442/2026-2027:Mancoolie | 2 | each | - | - |
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