Tender for Gorakhpur Industrial Development Authority - NTID 29218531
Gorakhpur Industrial Development Authority
Gorakhpur, Uttar Pradesh, India
NTID 29218531
- Opening Date : Tue 11th October, 2022
- Closing Date : Tue 11th October, 2022
- ₹ 59687736.00
- NTID 29218531
Construction Of 18 M R C C Road Drain And Crossing Culvert In Plastic Park Gida Gorakhpur
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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
1194000.00 -
Document Cost
2950.00 -
Estimated Cost
59687736.00
BOQ Items Total Items : 11 | Total Qty : 67155.4
# | Item | Quantity | Units |
---|---|---|---|
1 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. (Applicable G.S.T @12% and 1% Laber cess Extra ) | 28604.88 | Sqm |
2 | Supply and filling of carted earth from distance not exceeding 5 km lead from the site of work and I/c cost of earth and all materials labour T & P etc required for proper completion of work. Earth work in emebankment in ordinary soil in depth and earth work in embankment & subgrade and earthen solders to be in 20cm Layers I/c ramming and dressing the surface to required levels and slops and also I/c 1.5M lift and 30 M lead (Good earth brought from out side away from GIDA notified area) (Applicable G.S.T @12% and 1% Laber cess Extra ) | 30028.800 | Cum. |
3 | Construction of granular sub-base (GSB) by providing coarse graded material, spreading in uniform layers with motor grader/Tractor mounted appropriate equipment on prepaire suface mixing by mix in place method with rotavator at OMC, and compacting with smooth roller to achieve the desired density, complete as per clause 401 (Applicable G.S.T @12% and 1% Laber cess Extra ) | 1392.00 | Cum. |
4 | Construction of dry lean cement concrete 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 150kg per cum, optmum moisture content to be determine during trial length construction, concreete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. As per MORTH Spec. No 601 (Applicable G.S.T @12% and 1% Laber cess Extra ) | 1320.00 | Cum. |
5 | Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing As per MORTH Spec 602 (Applicable G.S.T @12% and 1% Laber cess Extra ) | 2640.00 | Cum. |
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