Construction of Road from Nagarkanali Tapan Bauri house to Nimdagal more via Panchayat Bhawan F.C.I Godam G.T road. (L-1.050 Km.)
Rural Works Department · Dhanbad, Jharkhand · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹80.4L
- EMD: ₹1.6L
- Published: 30 Oct 2026
- Closing date: 12 Nov 2026
- Status: open
- Status as of: 06 Nov 2026 04:09 UTC
- Ministry: Government of Jharkhand
- Department: Rural Works Department
- Office: RWD, Works Division, Dhanbad
Description
Construction of a 1.050 km road in Dhanbad under the Rural Works Department, Jharkhand. The work includes earthwork, subgrade and granular sub-base construction, concrete pavement, drainage structures, masonry, reinforcement, and road signage. Completion period is stated as 6 months in the bid dates section and 4 months from the written commencement order in the notice.
Eligibility & requirements
- Startup relaxation: No
- MSE relaxation: No
- Certifications: GST Registration Certificate, UCAN registration
- Documents required: Contractor registration certificate, Complete GST Registration Certificate papers with up-to-date GST clearance, PAN Card, UCAN registration certificate, where applicable, Affidavit regarding arrangement of major construction and quality control equipment, Affidavit regarding employment of qualified and experienced technical personnel, Work programme (bar chart), Experience certificates for completed works, Payment certificates detailing quantities of major civil work executed, Statement of existing commitments for bid capacity, 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 (30)
- 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: 0.31 Ha
- Compacting original ground supporting subgrade (Loosening of the ground upto a level of500 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of table 300-2 for subgrade construction.) — Qty: 90 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: 561.51 M3
- 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) Including Royalty etc@ Rs. 27.48 per cum but excluding the cost of watering, rolling & compaction. — Qty: 254.34 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: 188.53 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: 557.41 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.
- Direction and Place Identification signs with size more than 0.9 sqm size board (Providing and erecting direction and place identification retro- reflectorised sign asper IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing) — Qty: 1 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: 2 nos.
- For turnigs 60cm equilateral triangle — Qty: 2 nos.
- Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. — Qty: 650.75 M3
- Construction of dry rubble flooring at cross drainage works for relatively less important works. — Qty: 68.24 M3
- Plain/Reinfoced Cement concrete in open foundation complete as per drwaing and technical specifications. (P.C.C. Grade M-15) — Qty: 91.73 M3
- Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specifications. Random Rubble Masonry Work in Cement Mortar 1:3 in foundation — Qty: 262.9 M3
- Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications Random Rubble Masonry Work in Cement Mortar 1:3 in S/S — Qty: 46 M3
- Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specifications. Square Rubble Coursed Rubble Masonry (1st sort) in C.M. (1:3) — Qty: 39.62 M3
- Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications Coarse Rubble Masonary in C.M. (1:3) in sub-structure — Qty: 15.24 M3
- Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical speciofications (P.C.C. Grade M-15) — Qty: 44.2 M3
- Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical speciofications (P.C.C. Grade M-20 in Cover Slab) — Qty: 21.17 M3
- Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical speciofications (P.C.C. Grade M-25 in Deck Slab) — Qty: 2.52 M3
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