Construction of Anganwadi building and toilets at Indira Sagar Power Station, Narmada Nagar, Tehsil Punasa, distt.- Khandwa (MP)
NHDC Limited · Narmada Nagar, Madhya Pradesh · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹20.0L
- EMD: ₹40K
- Published: 30 Oct 2026
- Closing date: 20 Nov 2026
- Status: open
- Status as of: 06 Nov 2026 01:19 UTC
- Office: Indira Sagar Power Station
Description
Open domestic competitive e-tender for construction of an Anganwadi building and toilets at Indira Sagar Power Station, Narmada Nagar, Tehsil Punasa, Khandwa, Madhya Pradesh. Estimated cost is Rs. 20,04,820 and completion period is four months. Bids are submitted in two parts: technical and financial.
Eligibility & requirements
- Startup relaxation: No
- MSE relaxation: No
- Certifications: Certificate of Recognition for Start-up firm issued by DIPP, for claiming the stated EMD exemption option
- Documents required: Documents defining constitution or legal status, place of registration, and principal place of business, Power of attorney of the bid signatory, Form-1 General Information, Form-3 Work Experiences Record, Experience certificates from the Engineer-in-charge or Project Head, TDS Certificates / Form 26AS / Annual Information Statement (AIS) for experience certificates for works executed for private organizations, Form-4 Annual Construction Turnover, CA affidavit/certificate of annual construction turnover for the last three financial years ending 31/03/2026, with UDIN, Annual reports or financial statements for the past three years, Construction methodology (Schedule-G), Construction programme (Schedule-E), Equipment planning and deployment (Schedule-F), Class-I Local Supplier undertaking/self-certificate with local content and location(s) of local value addition, Self-declaration regarding banning, delisting, blacklisting or debarment (Form-6), Signed Integrity Pact (Form-7)
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Commercial terms
- Bid type: Single Stage -Two Part Bidding Basis
- Evaluation: Percentage rate
- Make in India (MII): Yes
- MSE preference: No
Line items (87)
- Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm 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 50m and lift up to 1.5m, disposed earth to be levelled and neatly dressed. (No extra lift is payable if work is done by mechanical means) All kinds of soil — Qty: 69.78 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, Note:-Excavation of hard rock shall be the property of the contractor subject to recovery. excavated material has to shift from site within 15 days after instruction issued by Engineer-In- Charge otherwise after this penalty will imposed on contractor at the rate of Rs 50 per cum per day. Ordinary rock — Qty: 15.12 Cum
- Excavating trenches of required width for pipes, cables, etc. including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : (No extra lift is payable if work is done by mechanical means) in all kinds of soil.Pipes, cables etc., Pipes, cables etc. Pipes, cables etc., not exceeding 80 mmdia. — Qty: 50 Mtr
- 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: 66.36 Cum
- Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level : M-10 Nominal (Mix-1 Cement : 3 sand : 6 graded stone aggregate ) — Qty: 16.036 Cum
- Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding including cost of binding wire all wastages and overlaps, couplers (overlaps shall be provided as per requirement of IS 13920 for ductile detaling IS 456 RCC Design & SP 34 Reinforcement detailing ) etc. complete . (Note:- 1. Spacer bars (chairs) shall be paid separately as shown in the drawing and as per direction of engineer in charge. 2. No extra payment shall be done for overlaps and/or couplers. 3. Couplers shall be conforming to IS code on “Reinforcement Couplers for Mechanical Splices of Bars for Concrete Reinforcement - Specification”)Thermo-Mechanically Treated bars. FE 500 D or more conforming to IS 1786 — Qty: 3265.25 Kg
- Centering and shuttering including strutting, propping etc. and removal of form work for :Upto plinth: Foundations, footings, bases for columns, plinth beams, curtain walls, columns below plinth. — Qty: 153.58 Sqm
- 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: 20.18 Cum
- Brick work with fly ash lime bricks (FALG Bricks) conforming to IS:12894-2002, Having 50 kg / cm2 average compressive strength.Cement mortar 1:4 (1 cement : 4 sand) — Qty: 13.51 Cum
- Making plinth protection 50mm thick of cement concrete grade M10 over 75mm bed of dry metal ballast 40mm nominal size well rammed and consolidated and filled with sand including finishing the top smooth (with 20mm nominal size graded stone aggregate.) — Qty: 29.16 Sqm
- Centering and shuttering in cluding strutting, propping etc. and removal of form for: Columns, Pillars, Piers, Abutments, Posts and Struts. — Qty: 76.17 Sqm
- Centering and shuttering including strutting, propping etc. and removal of form for: Lintels, beams, girders, bressumers and cantilevers — Qty: 52.32 Sqm
- Centering and shuttering including strutting, propping etc. and removal of form for: Suspended floors, roofs, landings, balconies and access platform. — Qty: 71.12 Sqm
- Centering and shuttering including strutting, propping etc. and removal of form for: Shelves (Cast in situ) — Qty: 5.4 Sqm
- Centering and shuttering including strutting, propping etc. and removal of form for: Weather shade, Chajjas, corbels etc., including edges — Qty: 7.68 Sqm
- Centering and shuttering including strutting, propping etc. and removal of form for: Small surfaces such as cantilever ends, brackets and ends of steps, caps and bases to pilasters and columns and the like. — Qty: 4.68 Sqm
- Providing and fixing M.S. fan clamp type I or II of 16 mm dia M.S. bar bent to shape with hooked ends in R.C.C. slabs, beams during laying including painting the exposed portion of loop, all as per standard design complete. — Qty: 5 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: 4.76 Cum
- Reinforced cement concrete work (with 20 mm nominal size graded stone aggregate) in beams, suspended floors, roofs having slope of any degree landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral staircases above plinth level and upto floor two level excluding the cost of centering, shuttering, finishing and reinforcement in concrete grade. M-20 Grade Concrete — Qty: 15.87565 Cum
- Brick work with fly ash lime bricks (FALG Bricks) conforming to IS:12894-2002, in super structure above plinth level up to floor two level in : Having 100 kg / cm2 average compressive strength.Cement mortar 1:6 (1 cement : 6 sand) — Qty: 37.737 Cum
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