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| Tender ID | 5025909 |
|---|---|
| Organisation Name | Public Works Department |
| Tender Brief | Fabrication And Erection Of Structural Steel Shed To Be Used For Parking Of Vehicles. Of Size 30 Ft X 15 Ft X12 Ft Including Flooring And Other Allied Works At Udhampur |
| Last Date For Submission | 30th Jul, 2026 |
| Opening Date | 30 Jul, 2026 |
| Document Cost | 500.00 |
|---|---|
| EMD | 9998.00 |
| Estimated Cost | 499903.00 |
| City | Udhampur |
|---|---|
| State | Jammu and Kashmir |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Earthwork in excavation ( Foundations, Plinth, Raft etc) by manual means over area for levelling purpose including disposal of excavated earth beyond 1m from cutting edge and should be disposed in near-by all kind of soil for 1 Nos. sheds of size 30 x15 x12 90 x2 x1 -6 (Plinth) + 6(3 x3 x3 )(Foundations) + 30 x15 x6 (Floor) + 30 x3 x6 (Ramp) + 66 x3 x6 (Plinth Protection)= 801 Cft = 22.68 Cum Area to be excavated keeping in view the earthquake resistance for which an MS mesh (10 mm) is to be provided in the base foundation of the plinth (SCH 2.8.1.2) @ Rs 586.65 per Cum | 22.680 | cum |
| 2 | Providing and laying of cement concrete (1:5:10) using 40mm nominal size Nallah stone. including curing but excluding the cost of centring and shuttering. All work upto plinth level Quantity = 90 x1 -6 x3 + 6(3 x3 x3 ) + 30 x15 x3 + 30 x3 x3 + 66 x3 x3 = 231.75 Cft = 6.56 Cum (SCH-4.4.8) @ Rs 4826.50 per Cum | 6.560 | cum |
| 3 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Mild steel and medium tensile steel bars of size 8mm, 10mm, 16mm for Plinth Tie Beams, Rafts, Foundations Columns, Rings, Ramp etc. 8mm bar = 90 x3 = 270 = 248.71m@ 0.395 kg/m = 32.50 Kg 10mm bar = 95 x6 + 6(3 x7 +3 x7) + (30 x4 + 3 x30) = 1032 = 314.55m@ 0.617 kg/m = 194.07 Kg ,16mm bar =6(5 x6) =180 = 54.86m@ 1.58 kg/m = 86.67 Kg Total Quantity = 313.24 Kg (SCH-5.22.1) @ Rs 115.35 per Kg | 313.240 | kg |
| 4 | Centring and shuttering including strutting, propping etc. and removal of form work for: 4.6.1 Foundations, footings, bases for columns Quantity = 6(12 x4 ) + 2(90 x2 ) = 648Sft = 60.20Sqm, (SCH-4.6.1) @ Rs 286.35 per Sqm | 60.200 | sqm |
| 5 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering lead up to 50m and lift up to 1.5m. Quantity = 30 x15 x6 + 2(90 x1 x3 ) + 30 x3 x3 + 66 x3 x3 = 342Cft = 9.68 Cum (SH. 2.11) @ Rs 218.40 per Cum | 9.680 | cum |
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