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Tender For As Per Work No 3 Paving Work From The Kedalganj Night Shelter To Bhawani Medical In Ward No. 15 Paving Work From The Kedalganj Night Shelter To Bhawani Medical In Ward No. 15 - 1 Earth Work In Excavation In Foundation, Trenches Etc. Including, alwar-Rajasthan

Department Of Local Bodies has published Tender For As Per Work No 3 Paving Work From The Kedalganj Night Shelter To Bhawani Medical In Ward No. 15 Paving Work From The Kedalganj Night Shelter To Bhawani Medical In Ward No. 15 - 1 Earth Work In Excavation In Foundation, Trenches Etc. Including. Submission Date for this Tender is 03-06-2025. Road Work Tenders in alwar Rajasthan. Bidders can get complete Tender details and download the document.




Tender Notice

49306814
Tender For As Per Work No 3 Paving Work From The Kedalganj Night Shelter To Bhawani Medical In Ward No. 15 Paving Work From The Kedalganj Night Shelter To Bhawani Medical In Ward No. 15 - 1 Earth Work In Excavation In Foundation, Trenches Etc. Including
Tender
Indian
Rajasthan
Alwar
03-06-2025

Tender Documents

Tender Details

Tender For As Per Work No 3 Paving Work From The Kedalganj Night Shelter To Bhawani Medical In Ward No. 15 Paving Work From The Kedalganj Night Shelter To Bhawani Medical In Ward No. 15 - 1 Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level. In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc. Depth upto 1.5 m 2 Carriage of Materials by mechanical transport including loading,unloading And stackingEarth (3km) 3 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 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) 6 Providing and applying primer coat over prepared surface of granular base with bitumen emulsion as per IS : 8887 and approved quality @ 0.6 kg/sqm with the help of spray set fitted on bitumen Container (boiler) after cleaning the surface including removing of binding material and other foreign matter with wire brushes and small picks, sweeping 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. 7 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.

Key Value

Document Fees
INR 500 /-
EMD
INR 26140.0 /-
Tender Value
INR 13.07 Lakhs /-

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