Tender For Special Repair Construction Of Culvert In Bangara Rendhar Lagampura Road - Excavation In Foundation In Ordinary Soil (Loam Clay, Or Sand) Including Lift Upto 1.5 Metre (5 Fts.) And Lead Upto 30 M (100 Fts) & Including Filling, Watering And Ramm, orai-Uttar Pradesh

Tender For Special Repair Construction Of Culvert In Bangara Rendhar Lagampura Road - Excavation in Foundation in ordinary soil (Loam clay, or sand) including lift upto 1.5 metre (5 fts.) and lead upto 30 m (100 fts) & including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in-charge upto a distance of 30 m. (100 fts) from the foundation trenches.as per schedule item no 251 Ch 03 2 Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 km.(5 miles) from the site of work and including watering, dressing etc. Rate to include cost of all materials, labour and T&P etc. required for proper completion of the work. (Rate is Including Royality) as per schedule item no 255 ch 03 3 Cement concrete with 4 cm (1.5)gauge approved stone ballast, approved coarse sand and cement in the proportion of 8 : 4 : 1 including supply of all materials, labour and T & P etc. required for proper completion of the work. As per schedule item no 281 Ch 05 4 First class brick work in 1:4 cement and fine sand of 1.25 FM. mortar in foundation and plinth including supply of all materials, labour and T & P etc. required for proper completion of the work.as per schedule item no 305 ch 06 5 12 mm Cement plaster in single coat on fair side of single or half brick wall for interior plastering upto floor two level including internal rounded angles chamfers, and/or rounded angles not exceeding 80 mm. In girth and finished even and smooth. No extra for mixing any additive.(1:4) etc as per schedule item no 17.58(II) ch 13 6 Supply & Laying ofHume pipe S & SType in positionwith cement and sandmortarin 1:2 withsunincluding labour and T & P etc. required for proper completion of work as per direction ofby the Engineer-in-charge (Labour rate only) N.P-3-Type(a) 1000 mm dia 7 Construction of granular sub-base by providing well 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

INR 767 /-

INR 39000.0 /-

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