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Inquiry NowPartially Self Financing Schem, Solan - Tender Details
Explore tender information for Partially Self Financing Schem in Solan, including eligibility, deadlines, and bid specifics.
Himachal Urban Development Authority
Solan, Himachal Pradesh, India
NTID 38930012
- Opening Date : Fri 24th January, 2025
- Closing Date : Thu 23rd January, 2025
- ₹ 11162363.00
- NTID 38930012
Partially Self Financing Scheme At Dharampur Distt Solan Hp Sh Construction Of 300kld Stp With Bioremediation, Phytoremediation And Microbial Treatment Technology 25 Kld Treated Water Tank And Bionest Capsule Using Eps Panels
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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
Costs
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EMD
223250.00 -
Document Cost
5900.00 -
Estimated Cost
11162363.00
BOQ Items Total Items : 22 | Total Qty : 80742.15
# | Item | Quantity | Units |
---|---|---|---|
1 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift all leads & lifts, including getting out the excavated soil and disposal of surplus excavated soil as directed, by Engineer In Charge in all kind of soil. | 1535.25 | Cum |
2 | Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, including carriage of material in all leads & lifts.all complete as per direction of Engineer-in-charge. | 45.66 | Cum |
3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) including carriage of material in all leads and lifts. | 19.85 | Cum |
4 | Providing and fixing in position, 230mm thick factory made Expanded Polystyrene Core (EPS Core) roof/floor panels made of 3 mm dia G.I. wire mesh with 50 mm pitch in both the directions and on both faces of panel, kept at 120-135 mm gap and connected by the zig zag G.I. wire of 3 mm dia at alternate row by welding (at an angle ranging from 50-70 degree). The EPS core shall consist of 100 mm thick EPS of density not less than 20kg/ per cum. The bottom side of the panel shall be finished by applying a layer of 60- 65 mm thick cement mortar 1: 3 {1 cement: 3 coarse sand (not having more than 40% stone chips of size upto 6 mm)} with the help of shotcreting equipment etc at a pressure of not less than 1 bar (100Kn/m2) and surface finished with trowel. The top face of the panel shall be provided and finished by applying 70-75 mm thick layer of cement concrete 1:1.5: 3 (1 cement :1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size). Fixing operations of roof/floor panels shall be completed in all respect as per drawings and specifications and under the overall direction of the Engineer-in charge. as per IS 456, IS 1905, IS 11447, IS 875 (Part1-5), IS 1893 (Part 1), IS 4326, IS 13920 IS 9012: 1978 Density minimum 20 kg/sqm as per IS 4671: 1984 including carriage of material in all leads & lifts. | 669.24 | sqm |
5 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand) : 3 graded stone aggregate 20 mm nominal size) including carriage of material in all leads & lifts. | 44.05 | cum |
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