C/O Culvert 6.00 Mtrs. span near Patwar Khana Chellian in Ward No. 8.

Amount

Excavation in foundation trenched etc. in earth work lift up to 1.50 meters stacking the excavated soil not more than . metres clear from the edge of the excavation and then returning the stacked soil in 15 cm. layers,when required in to plinths sides of foundation 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 in pick work as per drawing and H.P.P.W.D technical specifications including all lead and lifts and carriage of material as directed by the Engineer-in-charge

Providing and laying cement concrete work 1: 4: 8 ( 1cement: 4 sand: 8 graded stone aggregate 25mm nominal size) and curing complete excluding cost of form work in foundation and plinth in breast walls etc. . as per drawing and H.P.P.W.D technical specifications including all lead and lifts and carriage of material as directed by the Engineer-in-charge

Providing form work with steel plates 3.15mm (Three decimal one five millimeters) thick, welded with angle iron in frames 30x30x5mm(Thirty into Thirty into five millimeters) so as to give a fair finish including centering, strutting, strutting and propping etc. With wooden battens and bellies height of propping and centering below supporting floor to ceiling not exceeding 4 meters and removal of the same for in –situ reinforced concrete complete and plain concrete work in Foundation footing base of columns, etc.(any thickness) partitions and the like including soffits and suspended floor. as per drawing and H.P.P.W.D technical specifications including all lead and lifts and carriage of material as directed by the Engineer-in-charge

Providing form work with steel plates 3.15mm (Three decimal one five millimeters) thick, welded with angle iron in frames 30x30x5mm(Thirty into Thirty into five millimeters) so as to give a fair finish including centering, strutting, strutting and propping etc. With wooden battens and bellies height of propping and centering below supporting floor to ceiling not exceeding 4 meters and removal of the same for in –situ reinforced concrete complete and plain concrete work in vertical surfaces such as walls (any thickness) partitions and the like including soffits and suspended floor. as per drawing and H.P.P.W.D technical specifications including all lead and lifts and carriage of material as directed by the Engineer-in-charge

Providing form work with steel plates 3.15mm (Three decimal one five millimeters) thick, welded with angle iron in frames 30x30x5mm(Thirty into Thirty into five millimeters) so as to give a fair finish including centering, strutting, strutting and propping etc. With wooden battens and bellies height of propping and centering below supporting floor to ceiling not exceeding 4 meters and removal of the same for in –situ reinforced concrete complete and plain concrete work in Suspended floors etc.above 200mm in (any thickness) partitions and the like including soffits and suspended floor. as per drawing and H.P.P.W.D technical specifications including all lead and lifts and carriage of material as directed by the Engineer-in-charge

Providing and laying cement concrete work 1: 2: 4 ( 1cement: 2 sand: 4 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work in foundation and plinth . as per drawing and H.P.P.W.D technical specifications including all lead and lifts and carriage of material as directed by the Engineer-in-charge

Providing and laying cement concrete work 1: 1.5: 3 ( 1cement: 1.5 sand: 3 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work in Lintels, beams girders bressumers and cantilevers upto floor two level :. as per drawing and H.P.P.W.D technical specifications 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 including all lead and lifts and carriage of material as directed by the Engineer-in-charge

Stone filling behind R/wall as per drawing and H.P.P.W.D technical specifications including 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 guardears laders railings brackets etc and similar works as per drawing and H.P.P.W.D technical specifications including all lead and lifts and carriage of material as directed by the Engineer-in-charge

Nishant Kapoor

sunil Kumar chandel

Vinod Kumar