Construction of interlocking paving and a drain from Rajabs shop near the canal in Village Sipahiya Mamapur Deva Development Block to Zakir Alis house

Earth work in cutting or in embankment in ordernary soil exacavation to be the form or |regular pits not exceeding 0.50m In depth and earth work in embankment to be in 20 cm layers, including ramming & dressing the surface to required levels and slopes and also including lift up to 1.5m and lead up to 2000 m. The earthe cutting to be used in making embankment or to be deposited as spoil banks within 2000m distance and cartage upto 2 Km distance as Directed by the Enginner-incharge. SINo_253+231(A)

Excavation in trenches for foundation etc in ordinary soil l/c lift upto 1.5 m.lead upto 50 m. and dressing of sides and ramming of bottom and disposal of surplus excavated earth as directed by e/I within need of 50 m. SI no.251

p/l of cement concrete 1:6:12:(1 cement: 6 fine sand : 12 graded brick aggregate 40 mm nominal size) and curing complete i/c cost formwork in foundation and floors as per SI. no.273.

M 150 class brick work in 1:4 cement & coarse sand mortor in foundation and super structure including supply of all material , labours and tools and plant etc required for proper completion of the work. As per SI.NO. 305(b)

12mm thick plaster in 1:3 C:cs mortor including T&p required for completion of work si no 583

Construction of granular sub base by providing well graded material spreading in uniform layers with motor grader on prepared surface,mixing by mix place method as per clause 401

Interlocking tiles- Rubber moulded reflective Zig- Zag 80mm. Providing and laying of interlocking concrete block pavement having thickness 80mm as per drawingand technical specification clause 1504

2.5 cm (1") thick 1:2:4 plain cement concrete floor with cement approved coarse sand and 2 cm (3/4") graded approved stone laid in panels finished with 3mm. (1/8th) flooring coat at neat cement or cement and marble dust in 5:1 as specified over & including 8cm (3") thick base concrete consisting of cement , local sand and brick ballast 4cm (1.5") gauge in the proportion of 1:4:8 and removing any over lapping mortor at the joints of panels if any and giving them a uniform finish including supply of all materials labour and t&p etc required for proper completion of work without base concrete si no 601

R.C.C. work with cement approved course sand and 2 cm (3/4") gauge approved stone ballast in the prooportion of 1:2:4 lintels of doors and windows excluding supply of reinforcement and |its bending but including its ixing and bending |the sams with 24 BWG GI binding wire and includingneccessary centering and shuttering letc. and also including supply of all materils labours and T & P etc. required for proper completion of the work. Binding wire cost being icluded in the item. SCH PWD IS No. 283

MildSteel o Iron in plain work. Such as Cum reinforced concrets reinforced brick work (When not including in as over all rlates) wrought to requird shapes as necessary including bending for lincluding supply of all steel and wastages ana proper completion of the work and Qtl over lapping and hookes SCH. PWD 504