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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical Techno commercially Qualified |
| 2 | Not Admitted-Fee/PreQual/Technical | Not Admitted-Fee/PreQual/Technical Others-Bidder has not submitted offline bid by the specified due date & time in the office of Tender Inviting Authority |
Tender Value
₹14.9 L
EMD Value
₹30,000
Closing Date
19 Jun 2026, 4:30 pmClosed
Dy. Gen. Manager, Contract and Procurement
Admin Building, Indira Sagar Power Station, Narmada Nagar, Distt. Khandwa, Pin code 450119
Up gradation of existing Water supply system and network for utilization of effluent of STP treated water at Indira Sagar Power Station, Narmada Nagar, Distt. Khandwa (M.P.)
2026_NHDC_905183_1
NIT NO. 01/3990/2026-27 Dated 10-04-2026
Open Tender
Civil Works
Percentage
120 days
Indira Sagar Power Station, Narmada Nagar
As per tender documents
3 documents required · 3 mandatory
₹590
NHDC Limited
₹30,000
Yes
20 Jul 2026
11 Apr 2026
23 Jun 2026
11 Apr 2026
19 Jun 2026
11 Apr 2026
11 Apr 2026 - 25 Apr 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| - | 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 | - | Cum | - | - |
| - | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level : With 20mm nominal size graded stone aggregate. M-10 Nominal (Mix-1 Cement : 3 sand : 6 graded stone aggregate ) | - | Cum | - | - |
| - | Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns, etc. for concrete upto plinth level | - | Sqm | - | - |
| - | Centering and shuttering in cluding strutting, propping etc. and removal of form for: Walls (any thickness) in cluding attached pilasters butter esses, plinth beams and string courses etc. Uptoplinthlevel. | - | Sqm | - | - |
| - | Centering and shuttering in cluding strutting, propping etc. and removal of form for: Lintels, beams, girders, bressumers and cantilevers | - | Sqm | - | - |
| - | Centering and shuttering in cluding strutting, propping etc. and removal of form for: Suspended floors, roofs, landings, balconies and access platform. | - | 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 | - | 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 conforming to IS 1786 | - | Kg | - | - |
| - | 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. | - | Cum | - | - |
| - | 6 mm cement plaster of mix : 1:3 (1 cement : 3 sand) | - | Sqm | - | - |
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3390ext5.pdf
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