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Memo No 1074 Nkda engg- 3, Kolkata - Tender Details
Explore tender information for Memo No 1074 Nkda engg- 3 in Kolkata, including eligibility, deadlines, and bid specifics.
New Town Kolkata Development Authority
Kolkata, West Bengal, India
NTID 39328587
Opening Date : Mon 3rd March, 2025- Closing Date : Sat 1st March, 2025
- ₹ 337618.00
- NTID 39328587
Memo. No. 1074 / Nkda /engg- 36/ 2010(xv)- Serial 02- Ms Railing
Key Values: Document Cost: 0.00 | EMD: 6752.00 | Estimated Cost: 337618.00
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
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EMD
6752.00 -
Document Cost
Refer Documents -
Estimated Cost
337618.00
BOQ Items Total Items : 15 | Total Qty : 1013.6881
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Petty repairs to top of concrete embedment of fencing post including replastering with 15 mm thick cement mortar (1:6) and finishing to shape. [Cement-0.5 Kg/No.] | 80.00 | Each |
| 2 | Straightening deformed iron railing of fencing carefully by dismantling and repairing and refixing the same. | 180.00 | Each |
| 3 | M.S. structural works with hollow sections (square or rectangular shape) conforming to IS: 806-1968 & IS:1161-1998) connected to one another with bracket, gusset, cleat as per design, drawing & direction of Engineer-in-Charge complete including cutting to requisite shape & size, fabrication including metal arc welding conforming to IS: 816-1969 & IS: 9595 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete. The rate includes the cost of all M.S. Hollow section, all consumables such as electrodes, gas and hire charges of all tools and plants and labour reqired for execution and all incidental chages (such as electricity, labour insurance) etc. complete. Payment to be made on the basis of calculated weight of structural memebrs of MS Holow Section as specified in relevent IS code in finished work. Payment for gusset, bracket, cleat may be made by adding the actual weight of such items with weight of finished structural members. The rates are considered for a hight of erection 8 m. / 2nd floor level from the ground. Add 1.5 % extra over the rate for each additional floor or 4m. beyond the initial 8 m. or part thereof. For other Structural works like galleries etc. (80mm x 40 mm x 2.6mm) | 0.5381 | M.T |
| 4 | Renewing doomney as per design or direction including cutting hole in masonary and fixing the doomney with cement concrete 1:3:6 with jhama chips. | 280.00 | Kg |
| 5 | Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc. | 61.92 | Sqm |
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