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NTID 39576854
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Construction Of Toilets For De, Mandi - Tender Details
Explore tender information for Construction Of Toilets For De in Mandi, including eligibility, deadlines, and bid specifics.
Indian Institute of Technology Mandi
Mandi, Himachal Pradesh, India
NTID 39576854
- Opening Date : Fri 28th March, 2025
- Closing Date : Wed 26th March, 2025
- ₹ 791148.00
- NTID 39576854
Key Values: Document Cost: 1180.00 | EMD: 15823.00 | Estimated Cost: 791148.00
Tender Description
Construction Of Toilets For Dean Student Office Including Electrical Power Points At A-9 Building, North Campus Of Iit Mandi.
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
BOQ Items Total Items : 85 | Total Qty : 2754.18
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within all lead and lift : a) All kinds of soil i) Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia as per entire satisfaction and direction of Engineer -in-charge including carriage of material within all lead and lift. | 8.00 | R/M |
| 2 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : a) 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) as per entire satisfaction and direction of Engineer -in-charge including carriage of material within all lead and lift. | 2.21 | cum |
| 3 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources) as per entire satisfaction and direction of Engineer -in-charge including carriage of material within all lead and lift. | 4.42 | sqm |
| 4 | Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil as per entire satisfaction and direction of Engineer -in-charge including carriage of material within all lead and lift. | 4.42 | sqm |
| 5 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth as per entire satisfaction and direction of Engineer -in-charge including carriage of material within all lead and lift. | 4.32 | sqm |
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