Ajmer Development Authority Tender

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The ADA has issued a formal invitation for competitive bids for the Ajmer Development Authority project, for Repair, Maintenance, Construction And Patch Work Of Various Places Of Ajmer City (arc) in Ajmer, Rajasthan, with an estimated contract value of Rs. 50,00,000. The bid opening date for this tender is 03-06-2022 and the last date for bid submission is 13-06-2022. Interested bidders for Ajmer Development Authority tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.

Ajmer Development Authority - ADA Tender

Works
Civil And Construction
Civil Works Others
Building Construction
Eprocure
Opening Date3 Jun 2022
Closing Date13 Jun 2022
Tender Amount₹ 50,00,000 
Notes
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Costs

  • EMD

    ₹ 1,00,000
  • Document Cost

    ₹ 1,000
  • Tender Fee

    ₹ 1,000

Description

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BOQ Items

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Providing and applying tack coat with bitumen emulsion on the prepared surface including cleaning as per IS : 8887 & manufacturer's specifications @ 2.75 kg /10sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures as per MORTH specification Cl.503,112

6000

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10.2

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Providing, laying, spreading and compacting crushed graded stone aggregate of as per table 400-10 and 400-11 to Wet Mix Macadam specification including premixing the material with water to OMC in mechnical mixer as per approved design mix, carriage of mixed material by Tipper to site, laying in uniform layers with motor grader/F.E. Loader/paver finisher in sub base / base course on a well prepared under base and compacting with vibratory roller to achieve the desired density including lighting, guarding, barricading and maintance of diversion etc. (MORTH specification : Clause 406) by mechanical means with all lead

562.5

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1040

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Providing and applying primer coat over prepared surface or granular base with bitumen emulsion as per IS: 8887 & manufacturer's specifications @ 7 kg /10 sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures including cleaning of road surface as per MORTH specification Clause- 502,112

6000

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27.5

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Earth 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 ordlnary soil Mechanically by power shovel including mechanical loading and carriage pto 1 km by Tipper/dumper.

500

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31

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Earthwork in excavation in foundation trenches etc. not exceeding 2 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil 3m. Clear from the edge of excavation and subsequent filling around hume pipes/masonry in 15cm layers with compaction including disposal of all surplus soil as directed within a lead of 1000 metres.[MORTH Specification: Clause 301,304]. Ordinary Soil

150

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111

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Providing and laying 20mm thick Mix Seal Surfacing on a prepared surface in a single course composed of specified graded crushed aggregates as per table (500-26) premixed with bituminous binder (including cost of anti-stripping compound , wherever required) with all lead of mixed material (MORTH Specification: Clause 512,112) in a hot mix plant 40-60 TPH with F.E. loader, laying with sensor paver finisher, transporting the mixed material by tipper and rolling with power roller 8-10 tonne to achieve density approved by the department, but excluding cost of tack coat. with all lead. Type "B" (19 kg Binder per 10 sqm) With bitumen grade VG 30

6000

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105

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Providing 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).Grading as per MoRTH specification Table 400-1, 400-2 with CBR value not less than 25 To Achieve 95% Proctor Density

150

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275



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