Repair/Maintenance of paths in Ward No.10

Amount

Excavation in foundations, trenches etc., in earth work, lift upto 1.50 Metres stacking the eacavated soil not more than 3 metres clear from the edge of the excavation and then returning the stacked soil in 15cm. layers, when required in to plinths sides of foundations etc., consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed with in a lead of 20 metres. Pick Work & Jumper Work including all lead and lifts and carriage of material as directed by the Engineer-in –Charge

Stone filling behind retaining walls as per drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the Engineer-in-charge

Providing form work with steel plates 3.15mm.thick welded with angle iron in frame 30x30x5mm. so as to give a fair finish including centring, shuutering, strutting and propping etc. with wooden battens and ballies, height of propping and centring below supporting floor to ceiling not exceeding 4 Mtrs. and removal of the same for insitu-reinforced concrete & plain concrete work in: Vertical surfaces such as walls (any thickness) partitions and the like including attached pillasters buttresses, plinth and string courses and the like.including all lead and lifts and carriage of material as directed by the Engineer-in –Charge

Providing and laying cement concrete 1:6:12 (1 cement : 6 sand : 12 Graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth . including all lead and lifts and carriage of material as directed by the Engineer-in –Charge

Providing and laying cement concrete 1:2:4 (1 cement : 2 sand : 4 Graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work in foundation and plinth including all lead and lifts and carriage of material as directed by the Engineer-in –Charge

Providing and laying cement concrete 1:4:8 (1 cement : 4 sand : 8 Graded stone aggregate 25mm nominal size) and curing complete excluding cost of form work in foundation and plinth in breast and retaining walls etc. including all lead and lifts and carriage of material as directed by the Engineer-in –Charge

Providing mild steel/Tor steel reinforcement for R.C.C. work including bending, binding and placing in position complete uptofloor two level Engineer-in-charge and as per HPPWD/BIS specifications. The curing should be carried out for minimum of 15 days as per BIS/IRC specifications: as per drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the Engineer-in-charge

Providing Weep hole in brick masonary/stone/Plain reinforced concrete abutment wing wall with 100 mm dia. PVC pipe extended the full width of the structure with slope including carriage of material in al kind of leads lifts and other incidentals as per drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the Engineer-in-charge

Steel work welded in built up section, trusses and framed work , including cutting hoisting, fixing in position and applying apriming of red led paint in gratings framed guardearsladers railings brackets etc and similar works as per drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the Engineer-in-charge

subhash chand