Upgradation of PMGSY Pathanater to PMGSY Saruthi via Jabri by Way of 900 mm diad Hume Pipe Culvert and Providing Laying 150mm thick WBM Gr-II in Km 1st RD 0 Km 2nd RD 500

Amount

Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. ( not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm. On plan, depth up to 1.5 mtr. Including disposal of excavated earth up to 1 mtr. from cutting edge, disposed earth is to be leveled neatly dressed in: all kinds of soil .

Providing and laying non-pressure NP2 class ( light duty) 900 mm dia R.C.C H.P with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 ( 1 cement :2 fine sand ) including testing of joints ,Cost of pipes etc complete ( Recovery rate of 8'-0" length pipe @ Rs.13500+ Taxes ) supplied by the department

Prepartion of subgrade by excavating earth to an average of 22.5 cm depth,dressing to camber and consolidation with road roller including making good the undulation etc. and disposal of surplus earth up to 50 metres 50% surface average of road

Providing and laying WBM-GR- II 75 mm thick with broken Nallah/Crusher stone aggregate of 63 to 45mm size including screening of 13.2 mm size and using good earth as binding material sorting, spreading to template and consolidation with Power Road Roller of 8-10 Tonne capacity including carriages, all lead and lift for complete job.(NSI)

Strenthening of shoulders/berms of the road by way of river bed/grandular material/mixed with earth , sand , stone agg. below 20 mm nominal size including sources to site of work,spreading & laying in layers not exceding 20 cm in depth,watering,rolling each layer with road roller/steel rammers complete in all respect.

MS Sky Line Construction group Mendhar

Poonch Construction Group

M/s Pir Panchal Construction Group

M/S Ejaz Construction Group Mendhar jk