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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹7.6 LAccepted-AOC | 1 | Accepted-AOC 1 | |
| 2 | 1₹7.6 LRejected-Finance | 1 | Rejected-Finance 2 | |
| 3 | Rejected-Technical | - | Rejected-Technical L3 |
Tender Value
₹8.9 L
EMD Value
₹22,240
Closing Date
9 Feb 2024, 3:00 pmClosed
ASSISTANT ENGINEER
Municipal Office, Kalamassery
Ward 26- SO 50/23-24, Masjid Mannoppilly road Culvert construction Drain maintenance
2024_LSGD_652706_1
so50/2024
Open Tender
Civil Works - Roads
Item Rate
180 days
KALAMASSERY MUNICIPALITY
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
Yes
₹22,240
Yes
14 Oct 2024
1 Feb 2024
12 Feb 2024
1 Feb 2024
9 Feb 2024
1 Feb 2024
Amount
rennovation
2.5.2.A:Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.(II) By Mechanical Means (A) Cement Concrete
OD77220/2023-2024:Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including<br>conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc<br>complete Modified 60.2.2
OD77221/2023-2024:RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 0.75m bottomwidth 1.5m height 1.5 m side and filling in between with earth to form ring bund and maintainingthe same leak proof till the completion of the work and clearing the site by dismantling the bundafter completion of the work.etc.complete MODIFIED 60.1.2
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
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
12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m III. R.C.C grade M 20
12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
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
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.
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
OD79550/2023-2024: :Interlocking Concrete Block Pavement Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm M40 hydraulic blocks of approved size, design and 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
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)
OD79657/2023-2024:Man mazdoor for placing precast slab
KAREEM.K.P
A.M.ABDUL SALAM
Bidder Name
MAJEED T.K.
KAREEM.K.P
A.M.ABDUL SALAM
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1005582.pdf
boq_comp_chart.xlsx
xlsx
Download all tender documents and submit your bid
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