CONSTRUCTION OF HIGH LEVEL RCC GIRDER BRIDGE OVER LOCAL RIVER BETWEEN KOLHARIA VILLAGE AND BELTOPA VILLAGE UNDER GRAM PANCHAYAT DHANU KATA IN PORIYAHAT BLOCK OF GODDA DISTRICT.
Rural Development Special Division · Godda, Jharkhand · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹2.7Cr
- EMD: ₹5.4L
- Published: 02 Nov 2026
- Closing date: 21 Nov 2026
- Status: open
- Status as of: 06 Nov 2026 04:41 UTC
- Department: Rural Development Department
- Office: Rural Development Special Division, Godda
Description
Construction of a high-level RCC girder bridge over the local river between Kolharia and Beltopa villages under Dhanu Kata Gram Panchayat, Poriyahat Block, Godda District, Jharkhand. Estimated cost is Rs. 2,69,10,145, with an 18-month completion period.
Eligibility & requirements
- Past performance: 50%
- Startup relaxation: No
- MSE relaxation: No
- Certifications: GST Registration, PAN, RWD/RCD registration certificate or registration after award within two months
- Documents required: GST Registration with up-to-date GSTR-3B, PAN Card, Income Tax Returns for the last three assessment years, Registration certificate, Affidavit regarding validity and correctness of information furnished by bidder, Affidavit regarding no relation with concerned departmental authority, UCAN Registration Certificate, Proof of availability of hydraulic piling rig with accessories, where applicable, Character certificate, Evidence of access to line of credit, Annual turnover certified by Chartered Accountant for the last five financial years of civil works, Power of attorney for authorized signatory, if required, Undertaking about details of laboratory and machinery equipment, Bid capacity, Undertaking to invest minimum cash up to 10% of the contract/BoQ price, Information regarding employment of retired government officer, Undertaking for validity of bid for 180 days, Certificates showing similar works executed, work in hand and machinery owned or hired, Duly filled and digitally signed BOQ, Audited turnover and balance sheet containing UDIN, Income Tax Form 26AS, Construction work programme, Information regarding litigation or arbitration during the last five years
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Commercial terms
- Bid type: Percentage
- Evaluation: Lowest evaluated responsive bid; bids at equal rates may be decided by lottery
- Make in India (MII): No
- MSE preference: No
Line items (54)
- 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.) i) Ordinary Soil (Excavation upto 3.0m depth) — Qty: 1989.69 Cum
- ORDINARY Rock (blasting prohibited) — Qty: 1584.07 Cum
- Plain/Reinforced cement concrete (PCC Grade M10) in open foundation complete as per drawing and technical specifications. — Qty: 39.84 Cum
- Plain/Reinforced cement concrete (RCC Grade M25) in open foundation complete as per drawing and technical specifications — Qty: 685.66 Cum
- Filling Annular Space Around footing in Rock (in PCC M10). — Qty: 159.953 Cum
- Supplying, fiiting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications. — Qty: 37.813 tonne
- Plain/Reinforced cement concrete (RCC Grade M25) in substructure complete as per drawing and technical specifications. — Qty: 116.37 Cum
- Supplying, fiiting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specification. — Qty: 39.891 tonne
- Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return all with 100 mm dia AC pipe, extending through the full width of the structures with slope of 1V:20H towards drawing foce. Complete as per drawing and Technical specifications. — Qty: 84 Each
- Providing and laying of filter media with granular materials/tone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRTH specifications to a thickness of not less than 600mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification. — Qty: 124.85 Cum
- Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC:83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessrories as per drawing and Technical Specifications. — Qty: 241920 cm³
- Furnishing and placing Reinforced/Prestressed cement concrete (RCC Grade M30) in super-structure (for T-beam & slab) as per drawing and Technical Specification. — Qty: 183.6 Cum
- Reinforced cement concrete in approach slab including reinforcement and formwork complete as per drawing and Technical specification — Qty: 15.75 Cum
- Providing and laying cement concrete wearing coat M-30 grade including reinforcement comlete as per drawing and Techncial Specifications. — Qty: 28.87 Cum
- Supplying, fiiting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specification. — Qty: 29.64 tonne
- PCC M15 Grade levelling course below approach slab complete as per drawing and Technical Specification. — Qty: 5.25 Cum
- Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.) — Qty: 33.8 M
- Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance to 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: 116.74 M
- Drainage Spouts complete as per Drawing and Technical Specification. — Qty: 24 each
- Back filling behind abutment, wing wall and return wall (with Sandy Material) complete as per drawing and Technical specification — Qty: 223.3 Cum
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