Tender for Deputy commissioner - NTID 31385525
Deputy commissioner
Jodhpur, Rajasthan, India
NTID 31385525
- Opening Date : Mon 27th March, 2023
- Closing Date : Mon 27th March, 2023
- ₹ 2500000.00
- NTID 31385525
Construction Of C.c. Road And Sewer Line And Interlocking Tiles At Sahid Bhikaram Gally, Dayal Singh Near House And Other Places In Ward No. 75
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721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
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721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
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EMD
50000.00 -
Document Cost
500.00 -
Estimated Cost
2500000.00
BOQ Items Total Items : 17 | Total Qty : 2415.4965
# | Item | Quantity | Units |
---|---|---|---|
1 | Dismantling of existing structures like culverts, bridges, retaining walls, CC road and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 50 metres as directed by Engineer.Cement Concrete Grade M-15 and above and PCC blocks | 77.0 | cum |
2 | Lime Concrete, cement concrete grade M-10 (1:5:10) and below | 110.0 | cum |
3 | Earth work for Sewer line and Manhole in excavation in foundation, trenches manholes, road side chambers etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level including allowances for any additional excavation beyond the drawings (measurement for payment to be as per standard drawings), re-handling of material/earth to complete the task. In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc. Depth upto 1.5 m | 189.00 | Cum |
4 | In hard rock (required blasting) including Blasting materials Depth upto 1.5 m | 54.00 | Cum |
5 | Providing and laying lean cement concrete 1:4:8 in Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in concrete mixer, laid manualy, compacted with surface vibrator, finishing and curing complete as per clause 601, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion | 162.3 | Cum |
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