Gram Usraina Khas me Railway under pass se Mahanth Siddhartha Das Shukla ke ghar tak Rabarmold Interlocking ka Nirman karya

Civil Work:

Earthwork in cutting or in embankment in ordinary soil, excavation to be in the form of regular pits not exceeding 1/2 metre (20") in depth and earthwork in embankment to be in 20 cm (8") layers, including ramming & dressing the surface to required levels and slopes and also including 1.5 metre (5fts) lifts and 30m. (100") lead. The earth from cutting to be used in making embankment or to be deposited material required compected as direct by Engineer-in-charge. As per SI No. 253 for 1.00 km cartage

Earthwork in cutting or in embankment in ordinary soil, excavation to be in the form of regular pits not exceeding 1/2 metre (20") in depth and earthwork in embankment to be in 20 cm (8") layers, including ramming & dressing the surface to required levels and slopes and also including 1.5 metre (5fts) lifts and 30m. (100") lead. The earth from cutting to be used in making embankment or to be deposited material required compected as direct by Engineer-in-charge. As per SI No. 253

Excavation in foundation in ordinary soil as directed by the Engineer-incharges.as per SI.No. 251

Foundation concrete 1:6:12 with cement Fine sand and 40 mm Brick ballast in all complete as per PWD SI.No. 273

Class-150 brick work in 1:4 cement and C/sand of 2.25 fineness modukus mortar in foundation and plinth including supply of all materials labour and tools and plants etc. required for proper completion of work. As per SI.No.305B

Supply and Laying of Rubber moulded reflective Zig-Zag 80 mm thick precast compressed CC inter locking block, compressive strength shall not be less that 30 MPA and weight not less that 5.5kg each block including cost of 50 mm thick bedding manfcatured by high pressure and controlled vibration machine having minimum 5 mm thick topping CP Cement Mixed 25% marble powder the compressive strength of concrete paver block as per drawing and confirming IRC-SP-63-2004 including cost all material labour T&P etc. with 3 cm thick beding (cussion) of fine sand and 8 cm depth jointing of interlocking with fine sand and also including filling gap the cost of all material, labour & T&P etc. complete of work (Grey inter locking 32.00 @75% =24 No., Red inter locking 32.00 @25% =8 No./sqm) As per Technical Specification Clause 1504 Sr. No. 6.7

12 mm. thick plaster with Cement, C/sand in 1:3 mortar supply of all materials labour T&P etc requried for proper completion of work Sl No. 583

Supply & fixing of 350 mm dia Hume pipe etc complete

Providing and fixing inaugration black granite (Polished) 20 mm thick stone size 0.90x0.75 cm. including lettering, printing, border etc will be painted of superior quality is required shade and colour including fixing exavation of foundation (1.40x0.50x0.40cm), P.C.C. 1:6:12 (1.40x0.50x0.15cm), brick work 1:3 cement coarse sand up to G.L. (1.40x0.23x1.35cm), 12 mm thick plaster 1:3 cement coarse sand and finihing walls with water proffing white cement paint of approved make and quality such as super snowcem paint etc. all complete. as per analysis