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NTID 47276500
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Inquiry NowConstruction Of Parking Shed A in East Nimar - Complete Tender Details
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National Handloom Development Corporation Limited
East Nimar, Madhya Pradesh, India
NTID 47276500
- Opening Date : Mon 23rd November, 2026
- Closing Date : Thu 19th November, 2026
- ₹ 2603269.00
- NTID 47276500
Tender Description
Documents
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Document-1
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
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Document-2
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
Costs
-
EMD
52000.00 -
Document Cost
590.00 -
Estimated Cost
2603269.00
BOQ Items Total Items : 13 | Total Qty : 11807.83
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | 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 | 95.04 | Cum |
| 2 | 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 ) | 45.42 | Cum |
| 3 | 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 | 1674.39 | Kg |
| 4 | Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns, etc. for concrete upto plinth level | 34.56 | Sqm |
| 5 | Centering and shuttering in cluding strutting, propping etc. and removal of form for: Columns, Pillars , Piers, Abutments, Posts and Struts. | 64 | Sqm |
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