Bt Road Work From Plot No. Aa-1 To Raju Optical, Jai Jawan Colony Plot No. 47 To 32, B-100 Jai Jawan 1 To S-83 Adinath Nagar, S-70 Adinath Nagar Road, Gate No. 2 Adinath Nagar To S-44, Gate No. 5 Milap Nagar To Plot No. 207 And Bb-12 Jai Ambe Nagar, Jaipur-Rajasthan
TDR : 48792760
Tender Notice
BOQ
Expired
Jaipur
Rajasthan
Bt Road Work From Plot No. Aa-1 To Raju Optical, Jai Jawan Colony Plot No. 47 To 32, B-100 Jai Jawan 1 To S-83 Adinath Nagar, S-70 Adinath Nagar Road, Gate No. 2 Adinath Nagar To S-44, Gate No. 5 Milap Nagar To Plot No. 207 And Bb-12 Jai Ambe Nagar
Name of Work: वार्ड नं 129 प्लाट नं.- एए-1 से राजू ऑप्टीकल, जय जवान कॉलोनी प्लाट नं.-47 से 32, बी-100 जय जवान 1 से एस-83 आदिनाथ नगर, एस-70 आदिनाथ नगर रोड़, गेट नं.-2 आदिनाथ नगर से एस-44, गेट नं.-5 मिलाप नगर से प्लाट नं.-207 एवं बीबी 12 जय अम्बे नगर से ए-39 तक बीटी सडक कार्य
Sl. No.
Item Description
1
(8.3) Providing and applying tack coat on the prepared surface with bitumen emulsion as per IS: 8887 and approved quality @ 0.2 kg/sqm with the help of spray set fitted on bitumen Container (boiler) after cleaning the surface with brooms or soft brushes and finally dusting with old gunny bags and compressed air to receive bituminous treatment complete as per clause 502 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion.
2
(8.10.4) Providing and laying 30-45 mm compacted thickness Bituminous Concrete as per design mix (approved by Engineer) on prepared surface with specified grade stone aggregate as per Table - 500-18 with bitumen for wearing course including loading of aggregate with F.E. loader and hot mixing of stone aggregate and bitumen (including Cost of anti-stripping compound Minimum 1% in Lime/Cement as per design wherever required) in computerised hot mix plant, transporting the mixed material by tippers to paver and laying with paver finisher fitted with electronic sensing device (as per clause 504-3.5) to the required level and grade and compacting by power rollers and vibratory rollers or 150 to 250 KN pneumatic tyred roller with TP = 0.7 Mpa, to achieve the desired density complete as per clause 509 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion but excluding primer/tack coat. Grade-II with Bitumen VG-grade 30 @ 6% (percent by weight of total mix)
3
(8.8.5) Providing and laying 50-75 mm compacted thick design mix (approved by Engineer) Dense Bituminous Macadam on prepared surface with specified graded crushed aggregates as per Table 500- 9, 500-10 with bitumen binder set (including Cost of anti-stripping compound Minimum 1% in Lime/Cement as per design wherever required) for base/ binder course including loading of material with F.E. loader, heating and mixing of stone aggregate, filler and bitumen in computerised hot mix plant, transporting the mixed material by tippers to paver and laying with paver finisher fitted with electronic sensor control as per clause 504.3.5 to the required level and grade, compacting by power rollers and vibratory rollers or 150 to 250 KN pneumatic tyred roller with TP = 0.7 Mpa to achieve the desired density (approximately 2.3 tonne/cum) complete as per clause 507 of MoRT&H specification but excluding primer/tack coat, including all material, labour, machinery, lighting, guarding and maintenance of diversion Grade-II with Bitumen VG-grade 30 @ 4.25 %, lime filler @ 2%(percent by weight of total mix)
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