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NTID 45845257
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💬 Talk to Our Bidding ExpertConstruction Of Cc Parking Nos in Gorakhpur - Complete Tender Details
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Gorakhpur Industrial Development Authority
Gorakhpur, Uttar Pradesh, India
NTID 45845257
- Opening Date : Tue 28th July, 2026
- Closing Date : Tue 28th July, 2026
- ₹ 38104601.00
- NTID 45845257
Tender Description
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
Costs
-
EMD
2106000.00 -
Document Cost
2950.00 -
Estimated Cost
38104601.00
BOQ Items Total Items : 12 | Total Qty : 19506.54
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Clearing and Grubbing Road Land . Clearing jungle including uprooting of rank vegetation grass, bush, wood, trees and saplings of girth up to 30cm., Measured at a height of 1 m. above ground level & removal of rubbish upto a distance of 50m. Outside the periphery of area cleared. Sor No. - 259 | 4850.00 | Sqm |
| 2 | Supply and filling of carted earth from a distance not exceeding 7 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. | 9154.38 | Cum |
| 3 | 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 compacting with vibratory roller to achieve the desired density, complete as per clause 401. Morth Specification 4.10 | 727.50 | Cum |
| 4 | construction of dry lean cement concrete sub-base over prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, the aggregate cement ratio not to exceed 15:1, the aggregate gradation after blending to be as per Table 600-1, cement content not to be less than 150 kg/cum, the optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 MPa at 7 days, mixed in a batching plant, transported to site, laid with a paver with an electronic sensor, compacted with 8-10 tonnes of vibratory roller, finished, and cured. | 727.50 | Cum |
| 5 | RCC m-30 Grade Providing & laying cement Concrete wearing coarse M-30 grade including reinforcement complete as per drawing and technical specification. Morth Clauses 13.05 G | 1212.50 | Cum |
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