Tender For Construction Work Of Road Interlocking Tiles From Hathras Road Bhawani Singh Inter College Iti To Kanshiram Residence B S Up Narayach Buildings, Agra-Uttar Pradesh
TDR : 44403002
Tender Notice
BOQ
Expired
Agra
Uttar Pradesh
Tender For Construction Work Of Road Interlocking Tiles From Hathras Road Bhawani Singh Inter College Iti To Kanshiram Residence B S Up Narayach Buildings
Name of Work:Hathras road bhawani singh inter college (I.T.I.) se kasiram avas (BSUP narayach bhawaneon) tak sadak (inter locking tiles) nirman ka kary.
Sl. No.
Item Description
1
Excavation in foundation in ordinary Soil (Loam, Clay or sand) including, lift upto 1.50 M and lead Upto 30m and 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 per directed by the Engineer-in-charge up to a distance of 30 M from the foundation trenches.(S.I.No.251) SOR 2023-24)
2
Providing and laying cement concrete in 1:4:8 (1 Cement : 4 Coarse sand : 8 graded stone aggregate 40 mm nominal size) and curing complete, Including cost of form work. in Foundation and floors. (CH-5 Item No. 2 SOR 2023-24)
3
Class-150 (Non Modular) brick work in 1:4 Cement and Coarse sand mortar in foundation and plinth including supply of all materials, labour and T & P etc. required for proper completion of the work. (CH-6 S.I. No. 2 SOR-2023-24)
4
12mm Thick 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 not exceeding 80mm in girth, chamfers and finished even and smooth. (CH-13 S.I. No. 13.4.1. SOR-2023-24)1 cement : 4 Coarse sand
5
Providing and laying cement concrete in 1:1.5:3 (1 Cement : 1.5 Coarse sand : 3 graded stone aggregate 20mm nominal size), and curing complete, including cost of form work. In Foundation and floors. (CH-5 S.I. No. 4.1.2 SOR-2023-24)
6
Earth work in cutting or in embankment in ordinary soil excavation to be in the form of a regular pits not exceeding 0.50m in depth and earth work in embankment to be in 20cm layers including ramming and dressing the surface to required levels and slopes and also including 1.5 m lift and 30m lead. The earth in form of cutting (b) to be used as spoil banks within 50m distance as directed by the Engineer-in-Charge. (CH-4 Item No. 253(a)+231 SOR 2023-24) including a cartage of 8.00 km distance from out side to preposed site
7
Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with mortar grader surface, mixing by mix in place method with rotavator at OMC, & compacting with vibratory power roller to achieve the desired density, complete as per clause Table - 400-2 S.N. 4.2 (C)MORT&Hspecification no- 401 grading size 53.00-26.50 mm @ 35 %, 26.50 - 4.75 mm @ 45 % and 2.36 mm & below @ 20 %.
8
Laying of I shaped precast Interlocking tiles of thickness 60 to 100mm (Compressive strength not less then 30Mpa and weight 4.50kg) Including 25mm thick local sand base levelling and dressing of surface to required level and slope, filling joints with local sand all complete work. (CH-20 Item No. 17 SOR 2023-24) 80 mm (Rubber molded Coloured)
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