Construction of Multipurpose Hall inside office building of NHDC Corporate Office, Bhopal.

NHDC Limited · Bhopal, Madhya Pradesh · Civil Works & Infrastructure · open

Key facts

Tender value: ₹64.1L
EMD: ₹1.3L
Published: 21 Oct 2026
Closing date: 12 Nov 2026
Status: open
Status as of: 29 Oct 2026 05:05 UTC
Office: Corporate Office

Description

Open tender for construction of a multipurpose hall inside the NHDC Corporate Office building in Bhopal. The work is to be completed within 11 months. Estimated cost is Rs. 64,07,423, with an EMD of Rs. 1,28,000. Bids are submitted in a two-cover system, and the bidder must meet the stated turnover and similar-work experience criteria.

Eligibility & requirements

Startup relaxation: Yes
MSE relaxation: No
Certifications: PAN, GST registration, EPF registration, ESIC registration where applicable, CA turnover certificate with UDIN
Documents required: Documents defining the bidder's legal status, registration place and principal place of business, Written power of attorney authorizing the bid signatory, Experience details in the prescribed form and completion certificates from the Engineer-in-Charge or Project Head, For work performed for private organizations, TDS certificate, Form 26AS or Annual Information Statement (AIS), CA certificate or affidavit stating annual construction turnover for the previous three years, with UDIN, Printed annual reports or financial statements for the previous three years, including balance sheets, profit and loss statements and auditor's reports, Proposed methodology, construction programme and detailed equipment plan and deployment, Verified copies of PAN, GST registration, EPF registration and ESIC registration where applicable, Declaration form confirming the information submitted with the tender is true and correct, Make in India local content undertaking or self-declaration, including locations of local value addition, Self-declaration regarding debarment, delisting, blacklisting or disqualification, Signed Integrity Pact

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Commercial terms

Bid type: Item Rate
Make in India (MII): Yes
MSE preference: No

Line items (134)

Surface dressing of the ground including removing vegetation and in- equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m : All kinds of soil. — Qty: 0.58 100 SQM
Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in- Charge.:In cement mortar. — Qty: 3.72 CUM
Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in- Charge.:In cement mortar — Qty: 5.42 CUM
Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in- Charge:In cement mortar. — Qty: 46.67 CUM
Demolishing cement concrete manually/by mechanical means including disposal of material within 50 metres lead as per direction of Engineer-in-Charge.Nominal concrete 1:3:6 or richer mix (i/c quivalent design mix). — Qty: 4.49 CUM
Earth work in excavation/ by mechanical means (Hydraulic Excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including dressing of sides and ramming of bottom disposal of excavated earth, lead up to 50 m and liftup to 1.5 m, disposed earth to be levelled and neatly dressed.:Hard rock (blasting prohibited) — Qty: 33.72 CUM
Filling available excavated earth (excluding hard rock/Ordinary rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. — Qty: 19.75 CUM
Preconstruction antitermite treatment to the building under construction by providing Stage 1: Treating the bottom and the sides (upto 30cm hight of the excavated trench @ 5 litter per sqm of the surface area. Stage 2: After masonry/RCC work, the backfill in the immdiate contact with the foundation structure treatment @ 7.5 litter per sqm. of the vertical surface of the substructure for each side. Stage 3: surface treatment by spreading emulsion over the plinth area before laying the base concrete under floors @ 5.0 litres/Sqm. Stage 4: Pumping the emulsion in plinth masonry on filling side at floor junction @ 7.5 litres/Sqm. Stage 5: Pumping the emulsion from outer side of the plinth below ground alround the masonry @ 5.0 litres/Sqm as per I.S. 8944 Emulsion. (1 Chlorpyrifos: 19 water) with five years service guarantee (Measurements to be taken for plinth area) Note - Treatment should start when foundation trenches and pits are ready to take bed concrete or leveling course in foundati — Qty: 12.14 Sqm
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level :With 40mm nominal size graded stone aggregate: M-10 Nominal (Mix -1 Cement : 3 sand : 6 graded stone aggregate) — Qty: 6.72 CUM
Providing and laying in position specified grade of reinforced cement concrete (with 20mm nominal size graded stone aggregate) excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :M 20 -Grade Concrete — Qty: 22.57 CUM
Providing & Fixing of Precast RCC drain cover of size 750x600 x70mm (thickness) with 6 holes, manufactured by using M-30 grade of concrete reinforced with 8mm dia Tor Steel @100mm c/c both ways, manufactured by vibro compaction process using joint less FRP moulds, so at to achieve shuttering finish on five faces @top face will have broom finish etc complete. — Qty: 50 Each
Reinforced cement concrete work (with 20 mm nominal size graded stone aggregate) in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, posts and struts etc. above plinth level and upto floor two level excluding cost of centering, shuttering, finishing and reinforcement:M 20 -Grade Concrete — Qty: 20.92 CUM
Reinforced cement concrete work (with 20 mm nominal size graded stone aggregate)in beams, suspended floors, roofs havingslope of any degree landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiralstaircases above plinth level and upto floor two level excluding the cost of centering, shuttering, finishing and reinforcement inconcrete grade.:M 20 -Grade Concrete — Qty: 24.51 CUM
Extra for R.C.C. work above floor two level for each floors or part thereof. (except items 5.27 and 5.30) — Qty: 21.24 CUM
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding including cost of binding wire up to floor two level including all wastage etc. complete.:Thermo-Mechanically Treated bars. FE 500 D conforming to IS 1786. (@130Kg/cum of concrete) — Qty: 7644.06 KG
Centering and shuttering including strutting, propping etc. and removal of form for:Foundations, footings, bases of columns, etc. for concrete upto plinth level — Qty: 162.76 SQM
Centering and shuttering including strutting, propping etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform. — Qty: 145.05 Sqm
Extra for additional height in centering, shuttering where ever required with adequate bracing, propping etc. including cost of de-shuttering and decentering at all levels, over a height of 3.6 m, for every additional height of 1 metre or part thereof (Plan area to be easured)Suspended floors, roofs, landing, beams and balconies (Plan area to be measured). — Qty: 232.2 Sqm
Centering and shuttering including strutting, propping etc. and removal of form for:Lintels, beams, girders, bressumers and cantilevers. — Qty: 69.52 Sqm
Centering and shuttering including strutting, propping etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts — Qty: 199.2 Sqm

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