Renovation and widening work of Bituminous Road from Azad nagar aman society gate no. 1 from moon light marriage hall to aksa masjid via bhuli basti to in ward no 17
Rural Works Department · Dhanbad, Jharkhand · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹1.2Cr
- EMD: ₹2.4L
- Published: 22 Oct 2026
- Closing date: 12 Nov 2026
- Status: open
- Status as of: 23 Oct 2026 09:14 UTC
- Department: Rural Works Department, Government of Jharkhand
- Office: Office of the Executive Engineer, RWD Works Division, Dhanbad
Description
Percentage-rate civil works tender for renovation and widening of a bituminous road in Ward No. 17, Dhanbad. Estimated cost is Rs. 1,19,48,284. The work completion period is 09 months from the written order to commence work.
Eligibility & requirements
- Startup relaxation: No
- MSE relaxation: No
- Documents required: Registration certificate, Complete GST Registration Certificate papers with up-to-date clearance, Affidavit regarding arrangement of major construction equipment and quality control equipment, Affidavit regarding employment of qualified and experienced technical personnel, Work programme (bar chart), UCAN registration certificate, where applicable, Experience certificates, Payment certificates detailing quantities of major civil work items executed in the particular financial year, Statement of existing commitments for bid capacity calculation, Audited turnover summary and balance sheet containing UDIN number
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Commercial terms
- Bid type: Percentage
- Evaluation: Percentage rate
- Make in India (MII): No
- MSE preference: No
Line items (22)
- Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with disposal upto 1000 metres (Excavation for roadwork in soil with hydraulic excavator of0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m) — Qty: 1320 M3
- Dismantaling of flexible pavement. — Qty: 400 M3
- Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of granular sub-base by providing coarse graded material, 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 clause 401) (i) for grading- I Material — Qty: 792 M3
- Wet Mix Macadam (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification incliding 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.) — Qty: 222 M3
- 3.18 Construction of subgrade and earthen shoulder with aproved materials — Qty: 396 M3
- Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means — Qty: 5280 M3
- Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. — Qty: 5280 M2
- Bituminous Mecadam (providing and laying bituminous mecadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregate of specified grading premixed with bituminous binder, tranported to site, laid over a previously prepared surface with paver finisher to the required grade level and alignment and rolled as per clause 501.6 and 501.7 to achieve the the desire compaction) for grading I (40 mm nominal size) — Qty: 264 M2
- Bitumenous Concrete (providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregate of specified grading, premixed with bituminous binder @ 5.4% of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects) (ii) for grading II (10 mm nominal size) — Qty: 132 M3
- Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (Providing and laving of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 The finished surface to be level, uniform and free from streaks and holes.) — Qty: 264 M2
- Providing and laying factory made coloured chamfered paver block M30 grade — Qty: 2100 M2
- Providing and laying in position cement concrete of specified grade excluding the cost of shuttering (1:2:4) — Qty: 21 M3
- Retro- reflectorised Traffic signs (Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC 67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level 8.4(ii) 60cm equilateral triangle — Qty: 5 nos.
- 8.4(v) 60cm*45cm rectangular triangle — Qty: 3 nos.
- Cement (Lead 3.0 km) — Qty: 13.32 MT
- Sand (Barakar ) lead 35.0 km Qty — Qty: 114.87 M3
- Stone Chips lead 17 km Qty — Qty: 3065.54 M3
- Bitumen (lead 64km) — Qty: 161.68 MT
- Stone Metal Lead 23.0 km Qty — Qty: 663.91 M3
- Provision for Sing biard and Photography — Qty: 1 nos.
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