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Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.6 LAccepted-AOC | L1 | Accepted-AOC AGMT EXE | |
| 2 | Rejected-Technical | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | ANVER SADIQUE P C L1 | ABDUL RAZACK C P L2 |
|---|---|---|---|---|---|
| 1.00concret road | |||||
| 1.00 | 3.15.1:Compacting Original Ground (i) Compacting original ground supporting embankment Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. | 33.3 | cum | 14 ₹466.2 | 12 ₹399.6 Lowest |
| 1.00 | OD83217/2025-2026:2.8.1. Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil | 16.8 | cum | 300 ₹5,040 | 278.82 ₹4,684.18 Lowest |
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 6.47 | cum | 60 ₹388.26 | 53.28 ₹344.77 Lowest |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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. <br> (i) For Grading I Material | 24.14 | cum | 2,100 ₹50,696.1 Lowest | 2,492.4 ₹60,169.03 |
| 1.00 | OD34376/2025-2026:DR masonry:- DR masonry without concret levelling course with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charjes etc complte asper direction of departmental officers at site.Modified 60.7.1 | 15.2 | cum | 3,000 ₹45,600 Lowest | 3,095.2 ₹47,047.04 |
| 1.01 | 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) | 37.18 | cum | 7,000 ₹2,60,281 Lowest | 7,115.43 ₹2,64,573.03 |
Tender Value
₹4.7 L
EMD Value
₹11,643
Closing Date
9 Jul 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
AE, LSGD, KODUVALLY MUNCIPALITY
O/O AE, LSGD, KODUVALLY MUNCIPALITY,
Please refer Tender documents.
2025_LSGD_773912_1
KDLYMCP/LSGD/AE/ET03(31)/25-26
Open Tender
Civil Works - Roads
Item Rate
180 days
KODUVALLY MUNCIPALITY
Please refer Tender documents.
10 documents required · 10 mandatory
₹1,030
Yes
₹11,643
Yes
6 Nov 2025
2 Jul 2025
11 Jul 2025
2 Jul 2025
9 Jul 2025
2 Jul 2025
Amount
concret road
3.15.1:Compacting Original Ground (i) Compacting original ground supporting embankment Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.
OD83217/2025-2026:2.8.1. Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil
3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.
4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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. <br> (i) For Grading I Material
OD34376/2025-2026:DR masonry:- DR masonry without concret levelling course with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charjes etc complte asper direction of departmental officers at site.Modified 60.7.1
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)
ABDUL RAZACK C P (BID ID -2245053)
Bidder Name
ANVER SADIQUE P C
ABDUL RAZACK C P
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