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| Tender ID | 4243653 |
|---|---|
| Organisation Name | Gorakhpur Industrial Development Authority |
| Tender Brief | Construction Of Cc Road And Drain From Ashok Vishwakarma House To Mahendra Singh House Behind Blooming Buds School In Village Keshopur Word No 08 In Sec 23 Gida Gorakhpur |
| Last Date For Submission | 19th May, 2026 |
| Opening Date | 19 May, 2026 |
| Document Cost | 1770.00 |
|---|---|
| EMD | 234000.00 |
| Estimated Cost | 2330619.00 |
| City | Gorakhpur |
|---|---|
| State | Uttar Pradesh |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Supply and filling of carted earth from a distance not exceeding 8 KM from the site of work and including cost of earth and all materials, labour T & P etc. Earth work in cutting or embankment in ordinary soil, excavation to be in the form of regular pits not exceeding 0.50mtr. in depth and earth work in embankment & subgrade and earthen shoulders to be in 20cm Layers, including ramming and dressing the surface to required levels and slops and also including 1.5 meter lift and 30 meter lead. (Good Earth brought from out side away from GIDA notified area) MORTH Srno. 3.16 Specification 305. | 52.25 | Cum. |
| 2 | Granular Sub-Base with Coarse Graded Material (Table:- 400- 2) Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and | 76.55 | Cum. |
| 3 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. R.C.C. Grade M25 | 109.01 | Cum. |
| 4 | RCC Drain Excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.5 m. & lead upto 30 m. Including filling watering & ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth removal & disposal of surplus earth as directed by engineer in charge upto a distance of 30m from the foundation trenches. (Excluding Royality). SOR SNO- 251 | 48.45 | Cum. |
| 5 | P.C.C 1:3:6 in Foundation Cement concrete with 4 cm. (1 ") gauge approved stone, ballast, approved coarse sand and cement in the proportion of 6:3:1 including supply of all materials, labour and T&P etc. required for proper completion of the work. (SOR SNO-280) | 16.15 | Cum. |
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