Construction work of CC from the main road to the fields of Shri Deepak Singh Negi, Shri Shailendra Negi, Shri Manoj Negi, Shri Devendra Negi, Shri Sanjeev Negi etc. in Gram Sabha Harsan under the area of Vikas Block Bajpur.

Excavation for Structures Earthwork incavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and otherdeleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable materia Ordinary soill. 11-1-1

concrete with cement, coarse sand and 40 mm gauge stone ballast in proportion 1:4:8 in foundations and floors including supply of all material, labour and T&P etc. required for proper completion of the work. as per drawings and technical specifications Clause 802, 803, 1202 & 1203 2-2

Gravel/Soil-Aggregate Base (Table 400.2) Grading B Construction of granular sub-base by providing well graded material,spreading in uniform layers with motor grader on prepared surface, mixing bymix in place method with rotavator at OMC, and compacting with three wheel80-100 kN static roller capacity to achieve the desired density, complete as perTechnical Specification Clause 402 4-2-2

Brick masonry work in cement mortar in substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204In 1:4 Cement mortar 12-1-2

Cement Concrete (PCC M-30) Pavement:-Construction of Un-reinforced, Cement concrete pavement, thickness asper design, over a prepeared sub base with 43 grade cement or any other type PCC Grade M-30, 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 then 0.2 cum capacity and appropriate weighbatcher using approved mix design, laid in approved fixed side formwork(Steel channel, laying and fixing of wedges, steel plates including levellingthe formwork, as per drawing), spreading the concrete with shovels, rakes,compacted using needle, and plate vibrators, finished in continuousoperation and curing of concrete slabs for 14 days, using curing compoundwhere specified and water finishing to lines and grade as per drawings andtechnical specifications

Providing and fillling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight.13-16-4

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