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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹24.3 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹25.4 L+₹1.1 L (4.60%)Rejected-Finance | L2 | Rejected-Finance Rejected |
Tender Value
₹23.5 L
EMD Value
₹23,524
Closing Date
28 Mar 2024, 3:00 pmClosed
commissioner madurai corporation
Aringar Anna Maligai
Construction of manhole and laying 200mm SWR pipe line work at Bodi line North side in ward no 70
2024_MAWS_449557_1
E7 / Est.No.501 / 23-24
Open Tender
Civil Works
Lump-sum
60 days
Madurai
Please refer Tender documents.
1 document required · 1 mandatory
₹0
₹23,524
11 Sept 2024
16 Mar 2024
28 Mar 2024
16 Mar 2024
28 Mar 2024
16 Mar 2024
Amount
ConstructionofPrecastcircularRCCmachineholeusingsulphateresistantcementwithM30designmixconcreteusingCrushedstonesand(Msand)includingearthworkexcavationasperSS20Bincludingtimberingandpumpingcharges(for2.5mdepthandabove),ProvidingPlainCementConcrete1:1.5:3using20mmB.G.jellyforfoundation,supplyingandfillingsandforbedding,Providingbaseunitsof1mheight(baseslabandsidewall),riserunit(withoutcorbel)ofvaryingheightstosuitthevariousdepthrequirementsandroofslabincludingcostofsteelreinforcement,costoffabricatingthesteelmouldusingMSsheetandISAanglesincludingmaterialandlabourcost,ProvidingCIsteps,fixingFRCmachineholeframeanddoor,benchingandchannelling,refillingwithexcavatedearthanddisposalofsurplusearth,joiningofprecastunitsbygroutingwithCM1:1andpolyurethanebasedwaterproofingcompound1%(byweightofcement)atshearkeyandprotrudedbarsgroutholeslocations,Costofconveyanceanderectionchargesofprecastmachineholeattherequiredpositionasdirectedbytheengineeratsiteincludingtestingthemachineholewithwaterfor48hourstocheckwatertightnessandrectifyingthedefectsif anyfor the following sizes and depths.METRO 22/23P.N 60 1.5 to 2.0m depth
2.0 to 2.5m depth
Supplying laying jointing and testing 200mm dia SW pipe SW Pipe including earthwork excavation for trenchers in hard stiff black cotton,hard red earth, shales,murams,gravel,stoney earth and mixed with small size boulders and hard gravelly soil, deposting the earth on banks with initial lead of 10m lowering the pipes into the trenches,aligning,refillinf the trenches with exvated eart in layers of not more than 23cm thick watering,ramming to consolidation and trenches with exvated eart in layersof not more than 23cm thick watering, ramming toconsolidation and disposal of surplus earth etc. complete at an average depth of 1.50m & 2.0m.(DATA) 1.5 to 2.0m depth
2.0 to 2.5m depth
Add GST 18%
SRI VISALAKSHI CO (BID ID -1049177)
stage.html
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tech_eval.pdf
fin_eval.pdf
aoc.pdf
boq_comp_chart.xlsx
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details.html
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