Construction of Road from Bishunpur Gomoh, Durga Mandir to Laxmipur (L-1.600 Km.)
Rural Works Department · Dhanbad, Jharkhand · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹94.9L
- EMD: ₹1.9L
- Published: 02 Nov 2026
- Closing date: 12 Nov 2026
- Status: open
- Status as of: 06 Nov 2026 04:42 UTC
- Department: Rural Works Department, Government of Jharkhand
- Office: Office of the Executive Engineer, RWD Works Division, Dhanbad
Description
Percentage-rate tender for construction of a 1.600 km road from Bishunpur Gomoh, Durga Mandir to Laxmipur in Dhanbad, Jharkhand. Estimated value is Rs. 94,93,336. Work completion period is 6 months from the written order to commence. The successful contractor must provide a 3-year defect liability period.
Eligibility & requirements
- Startup relaxation: No
- MSE relaxation: No
- Certifications: Valid contractor registration in the appropriate class
- Documents required: Complete GST Registration Certificate papers with up-to-date GST clearance, PAN Card, Registration certificate, Affidavit regarding correctness of information furnished by bidder with the bid (Annexure-2), Work programme (bar chart), UCAN registration certificate, where applicable, Affidavit regarding arrangement of major construction equipment and quality control equipment (Annexure-4), Affidavit regarding employment of qualified and experienced technical personnel (Annexure-5), Experience certificates showing actual date of completion for each work, Payment certificates detailing quantities of major civil work items executed in each financial year, Statement showing value of existing commitments for bid capacity calculation, Audited turnover summary and balance sheet containing UDIN number, 26AS of income tax for the last five years preceding the year in which the tender is invited (applicable for tender amount more than Rs. 2.5 crore)
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Commercial terms
- Bid type: Percentage
- Evaluation: Percentage rate
- Make in India (MII): No
- MSE preference: No
Line items (18)
- Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per Technical Specification Clause 201 — Qty: 0.45 Ha
- Dismantling of Cement Concrete Pavements (Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a alead of 1000 metres, stackiung serviceable and unserviceable materials separately) — Qty: 260.78 M3
- Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2) — Qty: 1050.25 M3
- Granular Sub-Base with Coarse Graded Material (Table:- 400- 1) Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. With Grading-I Material — Qty: 582.9 M3
- 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. — Qty: 31.1 M3
- Prime Coat over WMM/WBM (Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means.) — Qty: 207.35 M2
- Tack Coat on Granular surfaces treated with primer Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared granular surface cleaned with mechanical broom. — Qty: 207.35 M2
- Tack Coat on Bituminous surfaces 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 surface cleaned with mechanical broom. — Qty: 3958.91 M2
- Bituminous Macadam Grading-II with VG-30 Grade Packed Bitumen (Providing and laying bituminous macadam with higher capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction.) — Qty: 104.16 M3
- Semi-Dense Bituminous Concrete (Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent 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. 508 complete in all respects.) for Grading-II (10 mm nominal size) — Qty: 52.08 M3
- Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concr — Qty: 719.63 M3
- Kilometre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) Ordinary kilometre stone (precast) — Qty: 3 nos.
- 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 as per approved drawing) — Qty: 1 nos.
- Direction and Place Identification Signs. 60 cm x 45 cm rectangular — Qty: 6 nos.
- For turnings 60 cm equilateral triangle — Qty: 8 nos.
- Providing and laying 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: 110 m2
- Goods & Service Tax (G.S.T.) - — Qty: 7965544.6361 Rs.
- Labour Cess - — Qty: 9399342.670598 Rs.
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