Vikas Khan Chittaura ke Gram Panchayat Mohammad Nagar ke Badhain Bagiya me Manoj Chaurasiya ke makan se penting road tak C.C. road nirman karya_07

Earthwork in cutting or in embankmentin ordinary soil excavation to be in the form or regular pits not exceeding 0.50m in depth and earthwork in embankment to be in 20 cm layers, including ramming & dressing the surface to required levels and slopes and also including lift up to 1.5 m and lead up to 30 m. The earth cutting to be used in making embankment or to be deposited as spoil banks within 30m distance as directed by the Engineer - in - charge.as per S.I. No. 253

Earth work in excavation in trenches for widening of road in ordinary soil (loan clay or sand) including lift upto 1.5m lead upto 50m and dressing of sides and ramming of bottom and disposal of surplus excavated earth as directed by the E/I within a lead of 50m as per S.I. No. 251

Granular Sub-base with well Graded Material (Table400.1) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers 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 MORD Sr. No.4.1 and Technical Specification Clause 401.

Providig, laying,G-3 spreading and compacting stone aggregated of specific sizes (53 mm to 22.4 mm) to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth whee roller 80-100 Kn in stages to 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 MORD Sr. No.4.7(3) & Technical Specification Clauses 405.

Cement Concrete Pavement -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 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, 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 levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying 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 drawing and directions of Engineer-In-charge to meet Tenchinal specifications.Clause 1501

Construction of subgrade & shoulders with approved material obtained from available land as permitted and approved by Engineer-in-charge and as per technical specification clause 301.3.4.1 with all lifts and leads, spreading grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 As per MORD Technical Specification Clause 301.5. (Patri)

Providing and fixing Sign. Board.(Only For Estimation Purposed)

deduction of competitive price efficincy @ 5%