CONSTRUCTION OF BRIDGE ACROSS LOCAL NALA BETWEEN DUKAN TOLA TO BARMASIA UNDER GAIBATHAN PANCHAYAT IN MAHESHPUR BLOCK OF PAKUR DISTRICT
Rural Development Special Division · Pakur, Jharkhand · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹2.1Cr
- EMD: ₹4.1L
- Published: 14 Oct 2026
- Closing date: 13 Nov 2026
- Status: open
- Status as of: 23 Oct 2026 08:23 UTC
- Department: Rural Development Department
- Office: Rural Development Special Division, Pakur
Description
Construction of a bridge across a local nala between Dukan Tola and Barmasia, including approach road works, under Gaibathan Panchayat in Maheshpur Block, Pakur District, Jharkhand. Estimated BoQ cost is Rs. 20,689,900 and the completion period is 15 months.
Eligibility & requirements
- Past performance: 50%
- Startup relaxation: No
- MSE relaxation: No
- Certifications: GST Registration, RWD/RCD registration certificate or registration within two months of award
- Documents required: GST Registration with up-to-date GSTR-3B, PAN Card, Income Tax Returns of 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 complete accessories, where applicable, Evidence of access to line of credit, Affidavit regarding technical staff deployed, 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 equipment and machinery equipment, Bid capacity, Undertaking of bidder to invest minimum cash up to 10% as defined in ITB, Information regarding employment of retired government officer, Undertaking for validity of bid for 180 days, Certificates showing details of similar nature of works, work in hand and machinery owned or possessed on hire, Duly filled and digitally signed BOQ, Affidavit agreeing to the terms of the bidding document, Audited turnover and balance sheet containing UDIN, Income Tax Form 26AS, Programme of construction of work within the stipulated completion period, Information regarding litigation or arbitration during the last five years
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Commercial terms
- Bid type: Percentage
- Evaluation: Percentage rate
- Make in India (MII): No
- MSE preference: No
Line items (50)
- CONSTRUCTION OF BRIDGE 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.) Ordinary Soil (Excavation upto 3.0m depth) — Qty: 1936.53 Cum
- Ordinary Soil (Excavation 3m to 6m depth) — Qty: 698.94 Cum
- Ordinary rock (not requiring blasting) — Qty: 391.68 Cum
- PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) — Qty: 81.73 Cum
- Plain/Reinforced cement concrete (RCC Grade M30 using batching plant, transit mixer & Concrete Pump) in open foundation complete as per drawing and technical specifications — Qty: 417.22 Cum
- Filling Annular Space Around Footing in Rock. (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) — Qty: 107.15 Cum
- Supplying, fiiting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications. — Qty: 22.891 tonne
- Plain/Reinforced cement concrete (RCC Grade M30 using batching plant, transit mixer & concrete pump) in substructure complete as per drawing and technical specifications. (Height upto 5m) — Qty: 104.66 Cum
- Supplying, fiiting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specification. — Qty: 42.829 tonne
- Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structures with slope of 1V:20H towards drawing face. Complete as per drawing and Technical specifications. — Qty: 189 Each
- Providing and laying of filter media with granular materials/tone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRT&H 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: 152.19 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 Mort&H specification complete including all accessories as per drwaing and technical specifications — Qty: 101455.2 cm³
- Back filling behind abutment, wing wall and return wall (with Sandy Material) complete as per drawing and Technical specification — Qty: 326.87 Cum
- Furnishing and placing Reinforced / Prestressed cement concrete (RCC Grade M30 using batching plant, transit mixer and concrete pump) in super-structure (for T-beam & slab) as per drawing and Technical Specification.(Height 5m to 10m) — Qty: 122.4 Cum
- Supplying, fiiting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specification. — Qty: 19.758 tonne
- Providing and laying cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Techncial Specifications. — Qty: 19.25 Cum
- 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: 82.52 M
- Drainage Spouts complete as per Drawing and Technical Specification. — Qty: 16 each
- PCC M15 Grade leveling course below approach slab complete as per drawing and Technical Specification. — Qty: 5.25 cum
- Reinforced cement concrete in approach slab including reinforcement and formwork complete as per drawing and Technical specification. (RCC M30) — Qty: 15.75 cum
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