Recarpeting of Bituminous Road at various places of Ex.En. Zone-1 By ARC (e_30 / Nirman_02)
DLB · Udaipur, Rajasthan · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹1.0Cr
- EMD: ₹2.0L
- Published: 07 Nov 2026
- Closing date: 17 Nov 2026
- Status: open
- Status as of: 09 Nov 2026 00:24 UTC
- Department: Department of Local Bodies
- Office: Dy.DR-Udaipur
Description
Recarpeting of bituminous roads at various locations in Ex.En. Zone-1 under an annual rate contract, including excavation, pavement dismantling, material carriage, WMM and granular sub-base work, bituminous treatments and surfacing.
Eligibility & requirements
- Startup relaxation: No
- MSE relaxation: No
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Commercial terms
- Bid type: Percentage
- Make in India (MII): No
- MSE preference: No
Line items (12)
- Earth work in excavation for roadway, including trimming bottom and side slopes in accordance with requirement of line, grades and cross section, icluding disposal of surplus material with all lift and lead upto 1000 mete as per MoRT&H specification clause 301. In all types of soil. — Qty: 1 cum
- Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 50 metres as directed by Engineer.Bituminous courses — Qty: 1 cum
- Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 50 metres as directed by Engineer.Granular courses — Qty: 1 cum
- Carriage of Materials by mechanical transport including loading, unloading and stacking :: Earth upto 3km — Qty: 1 cum
- 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. — Qty: 1 cum
- 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. — Qty: 1 sqm
- 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. — Qty: 1 sqm
- Providing and laying bituminous macadam in 50/75 mm compacted thickness on prepared surface with specified graded crushed stone aggregates as per Table 500-4, Grading-II for base/ binding course, loading of aggregate with F.E. loader, heating and mixing of stone aggregate and bitumen in computerised hot mix plant, transported to site by tippers to paver, laid over a previously prepared surface with paver finisher fitted with electronic sensing device to the required grade, level and alignment and rolling with power roller and vibratory compactor as per clauses 501.6 and 501.7 to achieve the desired compaction complete as per clause 504 of MoRT&H specification and including all material, labour, machinery, lighting, guarding and maintenance of diversion but excluding cost of primer/ tack coat. With Bitumen VG-grade 30 @ 3.3% (percentage by weight of total mix) — Qty: 1 cum
- Providing laying and consolidation Semi Dense Bituminous Concrete, as per Design Mix (approved by Engineer), on prepared surface with specified graded crushed aggregates as per table 500 15 for wearing coarse including loading of material with F.E. loader, hot mixing of stone aggregate, filler and bitumen (including Cost of anti-stripping compound Minimum 1% in Lime/Cement as per design wherever required) heating and mixing in in computerised hot mix plant, transporting the mixed material by tippers to paver and laying with paver finisher fitted with electronic sensor control 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 508 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion but excluding primer/tack coat.25-30 mm compacted thickness (Grade-2) us — Qty: 1 Tonne
- Providing and laying 20mm thick Mix Seal Surfacing on a prepared surface in a single course composed of specified graded crushed agggregates as per table (500-19) premixed with bituminus binder (including cost of anti-stripping compound, wherever required) with lead of mixed material up to 1 Km. [MoRTH Specification: Clause 508 & 112) in a hot mix plant 40-60 TPH with Front end loader, laying with paver finisher transporting the mixed material up to lead of 20 km by tipper and rolling with power loller 8-10 tonne to achieve density approved by the department with all lead, but excluding cost of track coat. Type "A" (22 Kg. binder per 10 Sqm) bitumen VG 30 — Qty: 1 sqm
- Scarifying existing bituminous road surface, including picking up scarified material and stacking of old serviceable material within a lead of 1000 meters complete as per clause 305.4.3 of MoRT&H specification including all labour, machinery, lighting, guarding and maintenance of diversion. — Qty: 1 sqm
- Providing, laying, spreading and compacting of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power 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 - I Material — Qty: 1 cum
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