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NTID 39667133
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Miscellaneous Footpath Repair , Khandwa - Tender Details
Explore tender information for Miscellaneous Footpath Repair in Khandwa, including eligibility, deadlines, and bid specifics.
National Handloom Development Corporation Limited
Khandwa, Madhya Pradesh, India
NTID 39667133
- Opening Date : Mon 7th April, 2025
- Closing Date : Thu 3rd April, 2025
- ₹ 1492810.00
- NTID 39667133
Key Values: Document Cost: 590.00 | EMD: 30000.00 | Estimated Cost: 1492810.00
Tender Description
Miscellaneous Footpath Repair Works And Waterproofing Of Club House Building, Osps
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
30000.00 -
Document Cost
590.00 -
Estimated Cost
1492810.00
BOQ Items Total Items : 9 | Total Qty : 5013.01
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m lead and lift up to 1.5 m, disposed soil to be levelled and neatly dressed, All kinds of soil | 357.85 | Sqm |
| 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-10Nominal (Mix-1 Cement : 3 sand : 6 graded stone aggregate ) | 4.16 | Cum |
| 3 | Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns, etc. for concrete upto plinth level | 111.00 | Sqm |
| 4 | 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 | 888.00 | Kg |
| 5 | Providing and laying in position specified grade of reinforced cement concrete (nominal / design mix with 20mm nominal size graded stone aggregate) excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : M-15 Grade Concrete | 11.10 | cum |
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