Tender For Construction Of bituminous Road From Ambedkar Bhawan Main Road To Cm Janaawas Yojna At K .Patan.
Tender Value
17.16 Lakhs
Estimated cost
Bid Submission
02 Nov 2026
6 days left
EMD
34320
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Bundi → Rajasthan
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of bituminous Road From Ambedkar Bhawan Main Road To Cm Janaawas Yojna At K .Patan.
BOQ
| Sl. No. | Item Description |
| 1 | of earth work in surface excavation including cutting andfilling upto 30cm depth including disposal of excavated earth upto50m and lift upto 1.5 m. |
| 2 | Providing, laying and spreading of granular sub-base by providingcoarse graded Material (Table 400-2), spreading in uniform layerswith motor grader on prepared surface, mixing BY MIX IN PLACEMETHOD with rotavator at OMC, and compacting with vibratoryroller to achieve the desired density, complete as per MoRT&Hspecification clause - 401 including all material, labour, machinery,lighting, guarding and maintenance of diversion.Grading - III Material |
| 3 | Providing, laying, spreading (with paver finisher only) andcompacting wet mix macadam (WMM) base course comprising ofgraded stone aggregate and granular material conforming toMORT&H specifications (Table 400-II) in layers of equal compactedthickness each consolidated, including pre-mixing the material withwater at OMC in mechanical mixer (Pug Mill), carriage of mixedmaterial by tippers to site, laying in uniform layers in base course ona well prepared sub-base/ base course and compacting with powervibratory-roller to achieve the desired density complete as perMoRT&H specification clause - 406 including all material, labour,machinery, lighting, guarding and maintenance of diversion. |
| 4 | Providing and applying primer coat over prepared surface ofgranular base with bitumen emulsion as per IS : 8887 and approvedquality @ 0.6 kg/sqm with the help of spray set fitted on bitumenContainer (boiler) after cleaning the surface including removing ofbinding material and other foreign matter with wire brushes andsmall picks, sweeping with brooms or soft brushes and finallydusting with old gunny bags and compressed air to receivebituminous treatment complete as per clause 502 of MoRT&Hspecification including all material, labour, machinery, lighting,guarding and maintenance of diversion. sqm 27.70 |
| 5 | Providing and laying 50-75 mm compacted thick design mix(approved by Engineer) Dense Bituminous Macadam on preparedsurface with specified graded crushed aggregates as per Table 500-9, 500-10 with bitumen binder set (including Cost of anti strippingcompound Minimum 1% in Lime/Cement as per design whereverrequired) for base/ binder course including loading of material withF.E. loader, heating and mixing of stone aggregate, filler andbitumen in computerised hot mix plant, transporting the mixedmaterial by tippers to paver and laying with paver finisher fitted withelectronic sensor control as per clause 504.3.5 to the required leveland grade, compacting by power rollers and vibratory rollers or 150to 250 KN pneumatic tyred roller with TP = 0.7 Mpa to achieve thedesired density (approximately 2.3 tonne/cum) complete as perclause 507 of MoRT&H specification but excluding primer/tack coat,including all material, labour, machinery, lighting, guarding andmaintenance of diversion.8.8.1 Grade-II with Bitumen VG-grade 30 @ 4.25 %, lime filler @ 2%(percent by weight of total mix) cum |
| 6 | Providing and applying tack coat on the prepared surface withbitumen emulsion as per IS: 8887 and approved quality @ 0.2kg/sqm with the help of spray set fitted on bitumen Container (boiler)after cleaning the surface with brooms or soft brushes and finallydusting with old gunny bags and compressed air to receivebituminous treatment complete as per clause 502 of MoRT&Hspecification including all material, labour, machinery, lighting,guarding and maintenance of diversion. sqm 9.90 |
| 7 | Providing and laying 30-45 mm compacted thickness BituminousConcrete as per design mix (approved by Engineer) on preparedsurface with specified grade stone aggregate as per Table - 500-18with bitumen for wearing course including loading of aggregate withF.E. loader and hot mixing of stone aggregate and bitumen(including Cost of anti stripping compound Minimum 1% inLime/Cement as per design wherever required) in computerised hotmix plant, transporting the mixed material by tippers to paver andlaying with paver finisher fitted with electronic sensing device (as perclause 504-3.5) to the required level and grade and compacting bypower rollers and vibratory rollers or 150 to 250 KN pneumatic tyredroller with TP = 0.7 Mpa, to achieve the desired density complete asper clause 509 of MoRT&H specification including all material,8.10.1 Grade-II with Bitumen VG-grade 30 @ 6% (percent by weight of totalmix) |
| 8 | Providing and laying marking of center line and stop line etc with hotthermoplastic compound 2.5 mm thick on road/ plain surface,including reflectorising glass beads @ 250 gms per sqm area withspecial applicator machine, as per IRC:35 including cleaning thesurface of all dirt, dust and other foreign matter, demarcation at siteand traffic control involved. The finished surface to be level, uniformand free from streaks and holes as per clause 803 of MoRT&HSpecification including all material, labour, machinery, lighting,guarding and maintenance of diversion. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 23, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 02, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 6 daysNov 02, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 6 daysTender Documents
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