Ordinary Repair Work in Gobindpur - Mahuda Road From Km 6.00 to Km 18.00 Under Non Plan Head For The Year 2026-27
R.C.D., Road Division Dhanbad · Dhanbad, Jharkhand · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹98.0L
- EMD: ₹2.0L
- Published: 27 Oct 2026
- Closing date: 12 Nov 2026
- Status: open
- Status as of: 06 Nov 2026 03:58 UTC
- Department: Road Construction Department, Government of Jharkhand
- Office: Office of the Executive Engineer, R.C.D., Road Division Dhanbad
Description
Percentage-rate tender for ordinary repair work on Gobindpur–Mahuda Road from Km 6.00 to Km 18.00 under the Non Plan Head for 2026-27. The work is to be completed within 3 months from the written commencement order.
Eligibility & requirements
- Startup relaxation: No
- MSE relaxation: No
- Documents required: Contractor registration certificate, GST Reg.-06, GST clearance certificate, Income Tax clearance certificate, Valid certificates proving ownership of the required machinery in working condition, Work execution programme, UCAN (if available)
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Commercial terms
- Bid type: Percentage
- Evaluation: Percentage rate
- Make in India (MII): No
- MSE preference: No
Line items (15)
- Clearing Grass and Removal of Rubbish — Qty: 1.224 Hect.
- Maintenance of Earth Shoulder (stripping excess soil)Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor — Qty: 4320 Sqm
- 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. GSB grading V — Qty: 465 Cum
- Wet 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 GRADER in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.) With Vibratory Roller and Plant mix method — Qty: 507.5 Cum
- Prime Coat over WMM 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: 2000 Sqm
- Tack Coat on Granular surfaces 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: 2000 Sqm
- 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: 4511 Sqm
- Dense Bituminous Macadam (Providing and laying Dense graded bituminous macadam with high capacity batch type HMP USING crushed aggregate of specified grading premixed with bituminous binder @ 4.5 % by weight of total mix and filler plant , transported to site, laid over a previously prepared surface with paver finisher with sensor to the required grade, level and alignment and rolling with smooth wheeled,vibratory and tandem roller as per clauses 505 and MORT&H Specification to achieve the desired compaction)with VG-30 packed bitumen. Grading-II(10 mm nominal size) — Qty: 152.6 Cum
- Bituminous Concrete (Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % 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. 509 complete in all respects) with packed VG30 Bitumen. Grading-II(10 mm nominal size) — Qty: 148.77 Cum
- Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (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: 508.5 Sqm
- Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. — Qty: 40 M
- Painting Two Coats on New Concrete Surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces) — Qty: 358 Sqm
- Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical speciofications (PCC GRADE M15) — Qty: 9 Cum
- Reinforced cement concrete in sub-strucutre complete as per drawing and Technical speciofications. (RCC GRADE M20.) — Qty: 40.5 Cum
- Supplying, fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specifications — Qty: 1.141 MT
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