Ward No. 06 Rasoolabad (Gadahaldiya) Majlisi Bhai ke makaan se Haleem ke makaan tak, Kallu ke makaan tak, aur Ali Raza se Sarif Tamasa marg par Ramnaresh tak aur Bablu aadi ke paas CC road/naali ka nirmaan kaam.

Nirman karya

E/W excavation in foundation in ordinary soil (loam clay ,or sand including filling lift up to 1.5 m (5fts) and lead up to 30 m (100fts)& including filling ,watering and ramming of excavation earth into the trenches or into the sapce b/w the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by E/I etc (S.I. No.251)

E/W filling with 5 km cartage including rameing & dressing of site as per direction of E/I.

Providing and laying of B.O.E soiling on S.O.B. & Dry enclouding proper camble filling joint with local earth spreading complete work etc. CHAPTER NO. 20 SCH. P.W.D. 762(B) SR.NO. 4

P/L cement concrete 1:6:12 (1 cement ,6f/sand ,12 brick ballast 40 mm nominal size) including supply of all materials labour and T& P etc (S.I.No. 273)

M-150 First claas B/W in 1:4 (1 cement ,4 c/sand ) mortar.(S.I.No. 305 b )

12 mm thick plaster in 1:3 cement & fine sand mortar etc(SI NO 582)

R.C.C work with cement approved course sand 2cm (3/4") gauge approved stone ballast in the proportion of 1:2:4 in lintel of door and windows excluding supply of reinforcement and its bending but including its fixing anf bending wire and including necessary centering and shuttering etc S.I. No. 283

mild steel or iron in plain work such as reinforced concrete or reinforced brick work (when not included in an over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of all steel and wastages and over lapping and hookse . (S.I. No. 504)

Construction of granular sub-base by providing well graded materials, spreading in uniform layer 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 , complete as per technical specification clause 401.

S/Laying of 125 micron polythene all complete work etc.

Construction of un-reinforced, dowel jointed,at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per clause 1501.2.2M30 (Grade) coarse and fine aggregates conforming to IS 383, maximum size of coarse aggregate not exceeding 25mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including leveling the formwork as per drawing spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in confinuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, scalant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved curing of concrete slabs for 14 days including trimixing by floating method & adding hardener in required quantity and depth upto 5 cm complete as per direction of Engineer in charge to meet tenchincal specification.

Cleaning at site all complete work etc.

S/F of display board.

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