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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹52.8 LAccepted-AOC KERALA KL | ERNAKULAM | KERALA | 680667 | L1 | Accepted-AOC single |
| Sl No | Description | Qty | Unit | BIJU ANTONY L1 |
|---|---|---|---|---|
| 1.00Retaining Wall, Drain & Yard tiling | ||||
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m 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 | 227.96 | cum | 441.5 ₹1,00,643.46 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 | 200.5 | cum | 3,337.88 ₹6,69,254.95 Lowest |
| 1.00 | OD384692/2024-2025:DR Packing under Foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site Modified 60.7.2 | 52.09 | cum | 3,091.09 ₹1,61,008.7 Lowest |
| 1.00 | OD384694/2024-2025:Random rubble masonry (without through stone) in cement mortar 1:6 complete as per drawing & technical specification including all cost and conveyance of materials, labour etc. complete and as per the direction of Engineer-in-charge | 121.54 | cum | 6,944.23 ₹8,43,987.83 Lowest |
| 1.00 | 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 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | 32.4 | cum | 9,001.46 ₹2,91,683.31 Lowest |
| 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 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | 81.6 | cum | 8,796.86 ₹7,17,806.18 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 IV. R.C.C grade M 20 | 32.14 | cum | 9,887.04 ₹3,17,789.24 Lowest |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 2.57 | tonne | 1,00,437.31 ₹2,58,324.76 Lowest |
| 1.01 | 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) | 5.66 | cum | 9,186.73 ₹52,006.08 Lowest |
Tender Value
₹52.8 L
EMD Value
₹50,000
Closing Date
2 Jul 2025, 3:00 pmClosed
Superintending Engineer
O/o The Superintending Engineer, Kochi Municipal Corporation
RETENDER - LAC-ADS-1330042-2024 - Roofing and Landscaping of LIFE MISSION FLAT at Mundamveli Division 22
2025_LSGD_766277_2
FCE3-LAC-ADS-1330042/24
Open Tender
Civil Works - Others
Item Rate
180 days
Fortkochi
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,500
₹50,000
27 Aug 2025
21 Jun 2025
3 Jul 2025
24 Jun 2025
2 Jul 2025
24 Jun 2025
Amount
Retaining Wall, Drain & Yard tiling
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m 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
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
OD384692/2024-2025:DR Packing under Foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site Modified 60.7.2
OD384694/2024-2025:Random rubble masonry (without through stone) in cement mortar 1:6 complete as per drawing & technical specification including all cost and conveyance of materials, labour etc. complete and as per the direction of Engineer-in-charge
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 I. P.C.C grade M 10 (i) Nominal mix 1:3:6
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)
11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 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
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)
OD384693/2024-2025:Providing and laying 80mm thick factory made CC interlocking paver block M 40 grade of approved size, designed shape laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness etc. all complete as per direction of engineer in charge aggregate etc,complete
Earth filling
50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge
Bidder Name
BIJU ANTONY
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