Tender For Dr. N. Dwivedi Marg 20 Feet Road Rajruppur From Paras Gangulis House To Niwasjis House And From Dr. Indrajan Lal Srivastavas House To Gama Pasis House Near Punjab National Bank In Rajruppur, Cc Road Interlocking And Drain Construction Work, Prayagraj-Uttar Pradesh
TDR : 48831927
Tender Notice
BOQ
Expired
Prayagraj
Uttar Pradesh
Tender For Dr. N. Dwivedi Marg 20 Feet Road Rajruppur From Paras Gangulis House To Niwasjis House And From Dr. Indrajan Lal Srivastavas House To Gama Pasis House Near Punjab National Bank In Rajruppur, Cc Road Interlocking And Drain Construction Work
Name of Work: Dr. A.N. Dwivedi marg 20 Ft road Rajrooppur me paras ganguly se niwas ji ke ghar tak and punjab national bank ke pass Dr. indranjan la srivastava ke ghar se Gama pasi ke ghar tak CC road interlocking and drain work
Sl. No.
Item Description
1
Excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.50 metre and lead upto 30 Mtr. Including filling watering and ramming of excavated earth into the trenches of into the space between the building and the sides of foundati trenches or into the plinth and removal & disposal of surplus earth as directed by the Engineer incharge upto a distance of 30m from the foundation trenches. As per PWD SOR No.251
2
Concrete with 4 cm gauge brick ballast fine sand of 1.25 F.M. and cement in proportion of 12:6:1 in foundations and under floors including supply of all materials, labour, tools & plants etc. required for proper completion of the work. As per PWD SOR No.273
3
M-150 Brick work with 1:4 cement and fine sand mortar in foundation & Plinth including cost of all material, labour T&P etc required for the proper completion of the work.
4
12 mm thick cement plaster with 1:4 cement and fine sand mortar including cost of all material, labour T&P etc required for the proper completion of the work.
5
Cement concrete with 20 mm gauge stone grit instead of 40 mm gauge stone ballast, coarse sand and cement in proportions of 1:1.5:3 including supply of all materials, labour, tools & plant etc required for proper completion of the work. As per SOR No279(B)
6
Earth work in cutting or in embankment in ordinary soil, excavtion to be in the form of regular pits not exceeding 0.50 mtr. In depth and earth work in embankment to be in 20 cm. Layers, including ramming and dressing the surface to requiredlevels and slops and also including 1.5 meter lift and 30 meter lead the earth from cutting to be used in making embankment or to be deposited as spoil bank within 30 meter distance as directed by Engineer incharge.
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 smooth wheel roller to achieve the desired density
8
Providing and laying zig-zag rubber moulded interlocking concrete block pavement having thichness 80mm dia as per drawing and technical specification clause 1500 of MORD Specification
9
Cartage of dismentled malwa / earth including unloading of material.
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