Construction of CC from Kunnai Prajapati house to Mahoba Harpalpur Highway in village Haiwatpura Brahmanand of development block Panwadi.

Construction of embankment with approved material obtained from borrow pits with a lift up to 1.5 meter transporting to sites spreading grading to require slope and compaction to meet requirement of table 300.1 & 300.2 with a lead up to 1000 meter as per MORD technical specification clause 301.5 MORD sepecification 301.5(i) S.No. 3.4(Ordinary soil)

Modified Subgrade (Moorum) Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (1) (i) using naturally occuring gravel (Moorum)

GSB 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 Technical Specification Clause 401.

G-3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. (A) By Machenical Means

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 needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501

(Construction of Culvert 600 mm Dia) Earth work in excavation in foundation including all labour, material, T&P etc. required for proper comple tion of work as per Technical specification for rural roads clause 305.

Filling in foundation including supply of sand, labour for watering, dressing, T&P etc. required for proper completion of work as per Technical spe cification for rural roads clause 305.3.9.

Cement concrete with 40 mm gauge approved stone ballast, approved coarse sand. cement in the proportion 8:4:1 including supply of all materials,labour and tools and plants etc. required for proper completion of the work. S.I.No. -281

Stone masonry in cement mortar for substructure complete as per drawing & technical specification clauses 702.704, 1202 and 1204 (RCR)

Pointing with cement mortar (1:3) on brick work as per drawing and technical specification clauses 613.3 and 1204