Complete Tender Details

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Tendering Authority: Public Works Department
Tender ID4790114
Organisation NamePublic Works Department
Tender BriefCorrigendum : Special Strengthening Work On Umariha Sijahati Jaso Road Odr Length 6.25 K.m., Under Sub Division Nagod
Last Date For Submission20th Jul, 2026
Opening Date22 Jul, 2026
Cost
Document Cost12500.00
EMD137000.00
Estimated Cost13698579.00
Location
CitySatna
StateMadhya Pradesh

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BOQ Items
#ItemQtyUnits
1Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density in accordance to Table No. 400-12, 400-13 and as per clause of section 406 of specifications. A) By Sensor Paver117.188Cum
2Deduction for item No.4.3 if sensor paver is not used.117.188Cum
3Repair to pot holes and removal of loose material, trimming of sides, cleaning of surface by providing Primer coat, tack coat, 20 mm thick pre-mix carpet material having binder content @ 14.6 kg per sqm and seal coat type B having bitumen content @ 6.8 kg per 10 sqm as per technical specification and compacting with three wheeled 80-100 kN Static Roller.1640.625Sqm
4Providing and applying tack coat with cationic bitumen emulsion using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per relevant clauses of section-503 of specifications. (ii) @0.30 kg per sqm (dry & hungry bituminous surfaces /Granular surfaces treated with primer)24609.38Sqm
5Bituminous Macadam Providing and laying bituminous macadam using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with Electronic Sensor paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction and as (ii) for Grading (19 mm nominal size) bitumen content 3.5% with bitumen 60/70 (VG 30)1230.468Cum
20th Jul, 2026

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