Vikas Khan Tejwapur ke Gram Panchayat Baundi Fatehullapur me Abul Pradhan ke ghar se Dildar ke ghar tak C.C. road nirman karya_03

Construction of embankment with approved materials deposited at site from roadway cutting and excation from drain and foundation of other structures graded and compacted to meet requirement of Table 300.1 and 300.2 as per Technical Specification Clause 301.5.Sr.no.MORD 301.5

Excavation in cutting in soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carring of cut earth to ebankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3

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.

Providing, 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 and earthen shoulders with approved soil with all lifts and leads ,laying in layers ,breaking clods ,dressing to required lines,curves,grade,and sections,watering and compaction to meet 100% proctor density complete to specification requirements sr.3.3+3.5 MORD 301.5

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

deduction of competitive price efficincy @ 5%