Vikaskhand Banda ke Gram Panchayat Saraiya mein Shiv Mandir ke pass pokhare ke Ghat ka sundarikaran AVN returning wal ka karya

(WBM.GRADE-3) Providing laying and spreading and compacting stone ballast of specific Sizes to Water bound mecadam speci. Inc. spreading in uniform thickness, hand packing, rolling with theree wheel 8-10 ton static roller in stages 2 proper grade and camber, applying and brooming stone screening / binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per technical spec. clause 405.3 compacted thickness 75 mm

Construction of plain Cement concrete pavements thickness 15 cm , over a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2 M 30(Grade) coarse sand fine aggregates conforming to IS .383.Maximum size of coarse aggregates not exceeding 25mm. mixed in a concrete not exceeding 25mm. mixed in a concrete mixer of not less than 0.1 cum. capacity and appropriate weight batcher using approved mxi design . laid in approved fixed side formwork & 125 micron thikness polythene film including levelling the formwork as per drawing spreading the concrete with sholvels rackes compated using meedle,screed and plate vibrater and finishing in continuous operation including provision of construction and expension curing of concrete slabs for 14 days curing compound and water finishing to lines and grade as per drawing and Technical specification clause 1501.

Construction of embankment with approved material obtained from barrow pits with a lift up to 1.5m transporting to site spreading to required slope and compacting to meet requirement of tables 300.1and 300.2 with a lead 1000m as per technical specification clause 301.5

Earth work in cutting or in embankment in ordinary soil excavation to be the fork of regular pits not exceeding 1/2 meter (20") in depth and earth work in embankment to be in 20 cm (8") layers, including ramming and dressing the surface to required levers and slopes and also including 1.50 m (5") lift and 30 m (100') lead. The earth form cutting to be used in making embankment or to be deposited as spoil banks within 30 m (100') distance as directed by the E/I S.I. No. 253

Excavation in foundation in ordinary soil (Loam, clay or sand) including lift up to 1.50 M and lead up to 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 trenhes or into the plint hand removal and disposal of surplus earth as directed by the Engineer- incharge upto a distance of 30M. from the foundation trenches including all T&P Phowarah and basket etc. complete Sl. No. 251

Concrete with 4 cm gauge brick ballast Fine sand of 1.25 F.M and cement in proportion of 8:4:1 in foundation and under floor including supply of all materials labour T & P etc. required for proper completion of the work. S.I.No. 275

M-150 brick work in 1:4 cement & C sand in foundation and plinth including supply of all materials, labour and T&P etc.required for proper completion of the work.S.I.No 305(b)

R.C.C.Work with cement, approved coarse sand & 2 cm gauge approved stone grit in proportions of 1:2:4 in Lintels excluding supply of reinforcement and its bending, but including its fixing and binding the same with 24 B.W.G. G.I. binding wire and including necessary centering and shuttering etc.and supply of all materials, labour, Tools & plants etc. required for proper completion of the work. Binding wire to be supplied by Contractor free of cost. S.I.No 288

R.C.C.Work with cement, approved coarse sand & 2 cm gauge approved stone grit in proportions of 1:1.5:3 in Slab excluding supply of reinforcement and its bending, but including its fixing and binding the same with 24 B.W.G. G.I. binding wire and including necessary centering and shuttering etc.and supply of all materials, labour, Tools & plants etc. required for proper completion of the work. Binding wire to be supplied by Contractor free of cost. Sl.No. 284(b)

Mild steel iron in plain work such as in reinforced concrete or rein force brick work wrought to required shape as necessary cutting. bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised overlapping shall be measured required to proper completion of the work S.I.No. 504