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NTID 39680880
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Repairing And Renovation Work , Kolkata - Tender Details
Explore tender information for Repairing And Renovation Work in Kolkata, including eligibility, deadlines, and bid specifics.
West Bengal State Warehousing Corporation
Kolkata, West Bengal, India
NTID 39680880
- Opening Date : Fri 4th April, 2025
- Closing Date : Wed 2nd April, 2025
- ₹ 2069832.00
- NTID 39680880
Key Values: Document Cost: 0.00 | EMD: 41397.00 | Estimated Cost: 2069832.00
Tender Description
Repairing And Renovation Work At Uluberia Ridf Dist. Howrah.
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
41397.00 -
Document Cost
Refer Documents -
Estimated Cost
2069832.00
BOQ Items Total Items : 32 | Total Qty : 12047.378
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | M.S. structural works in columns, beams etc. with simple rolled structural members (e.g. joists, angle, channel sections conforming to IS: 226, IS: 808 & SP (6)- 1964 connected to one another with bracket, gussets, cleats as per design, direction of Engineer-incharge complete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc welding conforming to IS: 816- 1969 & IS: 1995 Payment to be made on the basis of calculated weight of structural members only in finished work as per IS specified weight. Payment for gusset, bracket, cleat, rivets, bolts and nuts may be make by adding the actual weight of such items with the weight of finished structural members or 7% of weight for finished structural members weighing not less than 22.5 Kg. / m. or 15 % of weight for finished structal members weighing less than 22.5 Kg. / m. may be increased allow for bracket, cleat, rivet, bolts and nuts etc. and no seperate payment being made for these items, as per direction of Engineer In Charge. The rates are considered for a height of erection 8m. / 2nd floor level from the ground. Add 1.5% extra over the rate for each additional floor or 4m. beyond initiial 8m. or part thereof. I) For structural members of specified sections weighing less than 22.5 Kg./m | 2.15 | MT |
| 2 | Supplying, fitting & fixing single skin colour coated trapezoidal profile for wall cladding, roof shall be made of 0.45.. BMT (Base Metal Thickness), 0.50 mm TCT (Total coated thickness excluding paint), G550 (min 550 yield strength), of Zincalume metalic coating (ISI5965) with high Solar Reflection Index (SRI) value for better colling as per thermatech technology, 1000-1015mm effective cover width with five major corrugation , 280mm high rib spaced at 203mm c/c with subtle square fluting in pan and the end rib shall have anti capillary gtoove and return leg. The steel sheet shall be fastened with 40 micron zinc coated or 25 micron zine-tin alloy coated, hex head, self -drilling screw as per IS 3566-2002 Class - 3 fastener. The base still shall be coated with zinc- aluminium alloy Zincalume (AZ150) (i.e. 55% Al, 43.4% Zinc, 1.6% Si) minium of 150 g/m coating total on both sides, pre-painted with colourbond XRW (xterior roofing, walling )paint system of 33 micron Super Durable Polyester paint (SDP) with stable inorganic pigment with no lead containts conforming ISI 5965. The sheet shall be free from defects and have brand marking of manufacturer givimg product details on the back of the sheet at regular interval confirming genuinity of the material. (i) In Roof:- - a) With 0.5 mm thick sheet | 252.49 | Sqm |
| 3 | Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor) (When the height of a particular floor is more than 4 m the equivalent floor height shall be taken as 4 m and extra for works beyond the initial 4 m ht. shall be allowed under 12 (e) for every 4 m or part thereof) (a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge. | 303.20 | Sqm |
| 4 | (e) Extra for staging beyond 4 m in any floor (Mode of measurement: area in plan x mean height of staging upto soffit of shuttering above initial 4 m) | 725.76 | Cum |
| 5 | (a) Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc. | 73.67 | Sqm |
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