Construction of gram panchayat Vainiya to jaddpurwa to pasiyanpurwa link road

Construction of Embankment with Material Obtained from Borrow Pits / Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5

Granular Sub-base with Well Graded Material (Table 400.1) / (A) 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 Technical Specification Clause 401. / (i) For Grading I Material

Water Bound Macadam Sub-base/base / (3) WBM Grading 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. / (B) By Mechanical 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.

E/W in excavation in foundation in ordinary soil including lift 1.50 mtr and lead up to 30 mtr and including filling watering ramming of excavated earth into the trenches or into the space of between the building and side the foundation trench or into the plinth and removal and disposal of surplus earth as per direction by E/I as per S.I. No. 251

Providing and laying Cement concrete 1:4:8( 1 cement : 4 fine sand : 8 graded brick aggregate 40 mm. nominal size) including supply of all materials. labour and T&P etc. required for proper completion of the work and curing complete, also including cost of formwork in foundation and floors. As per SI No. 275

Supply and laying and 15mm gauge Brick Ballast compacting with fine sand as 1st class beding cradle below the pipe in 15 cm thickness and up to 10 % hight of pipe on either side.

Clas-150 brick work with 1:4 cement and coarse sand in foundation and plinth including supply of all materials labour and T&P etc. Requuired for proper completion of work as per S.I No. 305(b)

Struck pointing in 1:2 cement and fine sand mortar on brick work including supply of all materials, labour and TandP etc Requuired for proper completion of work as per S.I No. 574.

Supply & laying of 600mm dia NP3 hume pipe including fixing of collar with 1:2 cement mortar.