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Construction Of Road And Drain From Ashapura Temple To Gopal Dholi House Ward No 80 ( Mla Fund ) Construction Of Road And Drain From Ashapura Temple To Gopal Dholi House Ward No 80 ( Mla Fund ) , ADA Ajmer-Rajasthan

Ajmer Development Authority has published Construction Of Road And Drain From Ashapura Temple To Gopal Dholi House Ward No 80 ( Mla Fund ) Construction Of Road And Drain From Ashapura Temple To Gopal Dholi House Ward No 80 ( Mla Fund ) . Submission Date for this Tender is 09-12-2021. Drainage Tenders in ADA Ajmer Rajasthan. Bidders can get complete Tender details and download the document.




Tender Notice

30206511
Construction Of Road And Drain From Ashapura Temple To Gopal Dholi House Ward No 80 ( Mla Fund ) Construction Of Road And Drain From Ashapura Temple To Gopal Dholi House Ward No 80 ( Mla Fund )
Open Tender
Indian
Rajasthan
ADA Ajmer
09-12-2021

Tender Details

Construction Of Road And Drain From Ashapura Temple To Gopal Dholi House Ward No 80 ( Mla Fund ) Construction Of Road And Drain From Ashapura Temple To Gopal Dholi House Ward No 80 ( Mla Fund )

Key Value

Document Fees
INR 500 /-
EMD
Refer document
Tender Value
INR 10 Lakhs /-

BOQ Items

Name of Work:Const. of C.C. Roadand Drain from Ashpura Mata Mandir to House of Gopal Dholi in ward no. 80
Sl. No. Item Description
1Earth work in exavation including stacking/disposal of surplus earth with all lifts and lead upto 1000 meters exclusive of compensation of earth (MoRTH specification clause 301 to 305) in ordinary Soil Mechanically by power shovel including mechanical loading and carriage pto 1 km by Tipper/dumper.
2Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal ofexcavated earth, lead upto 50m andlift upto 1.5 m , disposed earth to be levelled and neatly dressed: All kinds of soil
3Providing and laying granular sub-base material having P.I.not more than 6, including compacted thickness and consolidation by 8-10 tonne power roller at OMC to achieve desired density to required camber and grade including cost of water and hire charges of machinery, including T&P and all lead of material from quarry (compacted thickness to be measured).To Achieve 95% Proctor Density
4Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).
5Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. M20 grade Nominal Mix 1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stoneaggregate 20mm nominal size).
6Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings,strap beam, raft , bases of columns etc.
7P & F of reinforcedferro -cement drain designed for class "AA" loading duly marked on cover with adequate steel reinforce ment having thickness 75 mm to 150 mm,anti-corrosive bitumen painted M.S. plate,rim & on M.S. lifting hooks,admixture like plastisizer bond-improving compound,shrinkage resistant compound,abrasion resistant complete as per approved design etc 1000*800 mm (150 mm thick)
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