Construction of CC Road and nali at Naya Katra Pasiyana sri ramesh ji ke dukan se sri Arvind Gaud sri bajrangi sri navratan sri kuldeep and sibu house ki other gali

Dismentling of old damaged pavement i/c stacking dismentled material with in 60m in distance as directed by engineer incharge

Construction of subgrade with material obtained from borrow pits for local earth construction of embankment with approved material obtained from abailable land and permitted and approved by Engineer in charge and as per technical specification clause 301.3.4.1 with all lift and leads,spreading,gradding to required slope and copacting to meet requirment of tables 300 land,300.2 as per tech classification 301.5. including lead up to 1000 meter

Resoling with serviceable material obtained

Earth work in excavation for structures as per drawing and technical specifications clause 305.1 including setting our construction of shoring and bracing removal of stumps and other deleterious material up to a lead for 50m dressing of sides and bottom and back filling in trenches with excavated suitable material. Mord specification 300/11.1

Concrete with 40mn gauge B/B, fine sand of 1.25 FM and Cement in proportion of 12:6:1 including supply of all materials, labour and T&P etc. required for proper completion of the work. SI.N0.273

M-150 Brick Work 1:4 in cement and Fine sand mortar in superstructure partition wall including all required complete for proper completion of work as per S.I. no 305

Provoiding concrete for plain/reienforced concrete in open foundations as per drawing and technocal specifications clauses 802,803,1202,1203 (11.4(iii) 800 and1200)

12m thick plaster 1:4 with cement & fine sand mortar.SI NO.597c

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller 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 grade iii as per technical specification clause 405.

Costruction of un-reinforce and Expansion joint construction joint only PCC pavement thickness as per design over a pre[paired subbase with 43 grade cement or any other type as clause 1501.2.2 M-30 grade coarse sand and fine aggregate confirming to IS 383 maximum size of coarse aggregate not execing 25mm mixed in concrete mixer of not less than .20 cum capacity and appropriate weigh batcher using approved mix design laid in approved fixed side farmwork and fixing of 125 micron polytheen i/c all as per technical specification clause 1501