Construction of High Level Bridge over Koyal river at 61st Km of Khunti- Torpa- Kolebira Road Under Road Division Gumla for the year 2026-27
Road Construction Department, Jharkhand · Gumla, Jharkhand · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹18.3Cr
- EMD: ₹18.3L
- Published: 27 Oct 2026
- Closing date: 10 Nov 2026
- Status: open
- Status as of: 06 Nov 2026 03:59 UTC
- Ministry: Government of Jharkhand
- Department: Road Construction Department
- Office: Road Division, Gumla
Description
Construction of a high-level bridge over the Koyal River at the 61st km of Khunti-Torpa-Kolebira Road under Road Division Gumla, including bridge and associated approach works. Estimated cost is Rs. 18,25,77,434, with a completion period of 36 months.
Eligibility & requirements
- Startup relaxation: No
- MSE relaxation: No
- Documents required: Evidence of access to or availability of credit facilities certified by the bankers, Undertaking to invest a minimum of 25% of the contract value during implementation, Power of attorney, Documents defining constitution or legal status, place of registration, and principal place of business, Total monetary value of construction work performed for each of the last five years, Experience in works of similar nature and size for each of the last five years, including details of ongoing or committed works and client references, Details of major construction equipment proposed, Qualifications and experience of key site management and technical personnel, Profit and loss statements and auditor's reports for the past five years, Evidence of access to lines of credit and other financial resources, certified by bankers and not more than three months old, Information regarding current or recent litigation, Subcontracting proposals and subcontractor qualifications for components exceeding 10% of the bid price, Proposed construction methodology and programme, equipment planning and deployment, calculations, and quality control procedures, Digital Signature Certificate and portal enrolment
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Commercial terms
- Bid type: Item rate
- Evaluation: Item wise
- Make in India (MII): No
- MSE preference: No
Line items (66)
- Excavation for Structures 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. Mechanical Means Depth upto 3m, (II) WEATHERED ROCK — Qty: 994.46 m3
- Excavation for Structures 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. Mechanical Means Depth upto 3m, (III) HARD ROCK — Qty: 347.69 m3
- Plain/Reinfoced Cement concrete in open foundation complete as per drwaing and technical specifications. PCC Grade M15 PCC Grade M15 using batching plant & Concrete pump — Qty: 163.95 m3
- Plain/Reinfoced Cement concrete1;3;6nominal mix in foundation with crushed stone aggregate with 40 mm agggregate size mechanically mixed placed in foundation and compacted by vibration including curing for 14 days — Qty: 81.16 m3
- Plain/Reinfoced Cement concrete in open foundation complete as per drwaing and technical specifications. PCC Grade M 30, PCC Grade M30 using batching plant transit & Concrete pump — Qty: 645.22 m3
- Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. — Qty: 32.51 MT
- Plain/Reinforced cement concrete in sub-strucutre completeasper drawing and Technicalpecifications RCC Grade M30 Height upto5m RCC Grade M30 using batching plant, transit mixer & concrete pump, RCC M30, — Qty: 801.29 m3
- Providing weep holes in Brick masonry/ Plain/Reinforced concrete abutment , wing wall/ returen wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20 H towards drawing face. Complete as per drawing and technical specifications. — Qty: 244 NO
- Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications. RCC Grade M40, above 10 m, RCC Grade M40 using batching plant, transit mixer & concrete pump, Pedestal(M40) — Qty: 18.43 m3
- Supplying, fitting and placing HYSD bar reinforcement in sub- structure complete as per drawing and technical specifications — Qty: 114.27 MT
- PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specificationI, PCC Grade M15 using batching plant & Concrete pump, CONCRETE UNDER APPROACH SLAB — Qty: 16.17 m3
- Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification RCC/ PSC GRADE M40 using batching plant, transit mixer & concrete pump FOR T BEAM AND SLAB HEIGHT ABOVE 10 M — Qty: 978.88 m3
- Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification, Tota in Superstructure, 35m(M50) Girder 10m Above. — Qty: 1893.64 m3
- High tensile steel wires/strands including all accessories for stressing, stressing operations and grouting complete as per drawing and Technical Specifications. — Qty: 118.83 MT
- Crash Barriers for Bridge Provision of an Reinforced cement concrete crash barrier at the bridge decks& approaches to bridge structures constructed with Rein forced Cement Concrete With HYSD reinforcement confirming MoRT&H Specification and as per details given IRC-5 including dowel bars ,expansion joints filled with pre-moulded asphalt filler board etc.. and approved drawing and at locations directed by the Engineer ,all as specified Crash Barriers for Bridge (Height 1100 mm) as per detais given IRC-5 (fig.-2 ) (Area -0.298 sqm. For 1 meter length ) M40 Crash Barrier — Qty: 504 M
- Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, 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: 533 m
- Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications — Qty: 207.9 m3
- Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification — Qty: 32.34 m3
- Drainage spouts complete as per Drawing and Technical Specifications. — Qty: 88 no
- Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston saupported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, complete assembly to be of cast steel /fabricated structural steel, metal and elastomer elements to be as per IRC:83 Part I & ii respectively and other parts conforming to BS:5400 section 9.1 & 9.2 and clause 2006 of Mort&h specification complete as per dwrawing and approved technical specificatons. — Qty: 21000 MT
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