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Tender For Asphalting Repair Work From Stp Plant To C Andd Asphalting Repair Work From Stp Plant To C And D - Construction Of Embankment With Approved Material Obtained From Borrow Pit With All Lifts And Leads, Transporting To Site, Spreading, Grading To , alwar-Rajasthan

Department Of Local Bodies has published Tender For Asphalting Repair Work From Stp Plant To C Andd Asphalting Repair Work From Stp Plant To C And D - Construction Of Embankment With Approved Material Obtained From Borrow Pit With All Lifts And Leads, Transporting To Site, Spreading, Grading To . Submission Date for this Tender is 08-07-2025. Road Work Tenders in alwar Rajasthan. Bidders can get complete Tender details and download the document.




Tender Notice

49913362
Tender For Asphalting Repair Work From Stp Plant To C Andd Asphalting Repair Work From Stp Plant To C And D - Construction Of Embankment With Approved Material Obtained From Borrow Pit With All Lifts And Leads, Transporting To Site, Spreading, Grading To
Tender
Indian
Rajasthan
Alwar
08-07-2025

Tender Documents

Tender Details

Tender For Asphalting Repair Work From Stp Plant To C Andd Asphalting Repair Work From Stp Plant To C And D - Construction of embankment with approved material obtained from borrow pit with all lifts and leads, transporting to site, spreading, grading to required slope and compacting by vibratory roller 8-10 tonne to meet requirement of table 300-2 including cost of compensation for earth taken from private land complete as per MoRT&H specification clause 305. (Lead taken upto 5 km) 2 Providing, laying, spreading and compacting of granular sub-base by providing close graded material (Table 400-1), spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per MoRT&H specification clause - 401 including all material, labour, machinery, lighting, guarding and maintenance of diversion. Grading - III Material 3 Providing, laying, spreading (with paver finisher only) and compacting wet mix macadam (WMM) base course comprising of graded stone aggregate and granular material conforming to MORT&H specifications (Table 400-II) in layers of equal compacted thickness each consolidated, including pre-mixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tippers to site, laying in uniform layers in base course on a well prepared sub-base/ base course and compacting with power vibratory-roller to achieve the desired density complete as per MoRT&H specification clause - 406 including all material, labour, machinery, lighting, guarding and maintenance of diversion. 4 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 @ 4.50 %, lime filler @ 2% (percent by weight of total mix) 5 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)

Key Value

Document Fees
INR 500 /-
EMD
INR 59360.0 /-
Tender Value
INR 29.68 Lakhs /-

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