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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₹7.1 LAccepted-Finance | L1 | Accepted-Finance LOWEST AMOUNT QUOTED | |
| 2 | Rejected-Technical | - | Rejected-Technical L2 | |
| 3 | Rejected-Technical | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | joseph francis L2 | Prince joseph L3 | P. S. Sunil L1 |
|---|---|---|---|---|---|---|
| 1.00Construction of Retaining Wall | ||||||
| 1.00 | 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 | 12.37 | cum | 941.83 ₹11,652.32 | 941.83 ₹11,652.32 | 922.99 ₹11,419.23 Lowest |
| 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 | 75 | cum | 441.5 ₹33,112.5 | 441.5 ₹33,112.5 | 432.67 ₹32,450.25 Lowest |
| 1.00 | OD165958/2025-2026:Supplying nd providing MS Dowel bars of size 16mm dia of 2m long (1m in rock and 1m in
concrete)including drilling holes of 20mm dia to a depth of 1m in rock and filling the gap with
cement grout (0.010kg/each) etc. complete | 75 | each | 490 ₹36,750 Lowest | 579.13 ₹43,434.75 | 567.55 ₹42,566.25 |
| 1.00 | 11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br>III. P.C.C. grade M 20 (i) Nominal mix (1:2:4) | 15 | cum | 9,514.49 ₹1,42,717.35 | 9,514.49 ₹1,42,717.35 | 9,324.2 ₹1,39,863 Lowest |
| 1.00 | OD165959/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good
quality blasted rubble including packing to compactness to lines and levels cost and conveyance
of all materials labour charges etc. complete as per direction of Departmental officers at site | 94.88 | cum | 4,064.09 ₹3,85,580.54 | 4,064.09 ₹3,85,580.54 | 3,982.81 ₹3,77,869.1 Lowest |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.57 | tonne | 99,000 ₹56,430 | 1,00,437.31 ₹57,249.27 | 98,428.56 ₹56,104.28 Lowest |
| 1.01 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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. | 35 | sqm | 16.01 ₹560.35 | 16.01 ₹560.35 | 15.69 ₹549.15 Lowest |
| 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) | 5.25 | cum | 9,563.75 ₹50,209.69 | 9,563.75 ₹50,209.69 | 9,372.48 ₹49,205.52 Lowest |
Tender Value
₹7.2 L
EMD Value
₹18,113
Closing Date
18 Sept 2025, 5:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Assistant Engineer
LID and EW Kootickal GP
009/2026 Maintenance of Pathekkar Chathanplappally road ward 4
2025_LSGD_794918_2
1-AE-LID-EW-KTL-2025-26
Open Tender
Civil Works - Roads
Percentage
180 days
Koottickal
See tender document
6 documents required · 6 mandatory
₹1,600
Yes
₹18,113
Yes
25 Nov 2025
9 Sept 2025
20 Sept 2025
9 Sept 2025
18 Sept 2025
9 Sept 2025
Amount
Construction of Retaining Wall
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
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
OD165958/2025-2026:Supplying nd providing MS Dowel bars of size 16mm dia of 2m long (1m in rock and 1m in concrete)including drilling holes of 20mm dia to a depth of 1m in rock and filling the gap with cement grout (0.010kg/each) etc. complete
11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br>III. P.C.C. grade M 20 (i) Nominal mix (1:2:4)
OD165959/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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.
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)
joseph francis (BID ID -2341433)
Prince joseph (BID ID -2341786)
Bidder Name
joseph francis
P. S. Sunil
Prince joseph
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