Maintenance of public path and culvert near Nanak Chand house to Madan Thapa and Dheeraj Padha to link road in Ward No.15

Amount

Excavation in foundations, trenches etc., in earth work, lift upto 1.50 Metres stacking the excavated 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 and lifts Pick and Jumper Work including carriage of material in all leads and lift and direction of 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 centering, shuttering, strutting and propping etc. with wooden battens and ballies, height of propping and centering below supporting floor to ceiling not exceeding 4 Mtrs. and removal of the same for in situ-reinforced concrete & plain concrete work in Edges of slabs and breaks in floors and walls Under 20 cm. wide. including carriage of material in all leads and lift and direction of Engineer-in-charge

Providing and laying of dry rubble flooring complete as per drawings and technical specification clause 1303.3 including all lead and lifts and carriage of material as directed by the Engineer-in –Charge

Providing and laying cement concrete 1:6:12 (1cement:6sand:12graded stone aggregate 40mm nominal size) excluding cost of centering and shuttering in: Foundations and plinth: 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 and laying cement concrete 1:4:8 (1cement:4sand:8graded stone aggregate 40mm nominal size) excluding cost of centering and shuttering in: Foundations and plinth: 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 and laying cement concrete 1:2:4 (1cement:2sand:4graded stone aggregate 40mm nominal size) excluding cost of centering and shuttering in: Foundations and plinth: 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 and laying heavy duty recast cement concrete inter locking paver blocks vibro compacted upto M- 50 grade i/c border or kurb block grey or colored over sub-base of concrete with 25mm thick average thickness of cement mortar 1:4 (1 cement : 4 sand) laid over and jointed with neat cement slurry mixed with pigment to match the shade of blocks i/c curing rubbing & polishing complete (Sub base concrete floor to be paid for 60mm thick inter locking blocks: including all lead and lifts of the 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 priming of red led paint in gratings framed guarders laders railings brackets etc and similar works

Providing mild steel/Tor steel reinforcement for R.C.C. work including bending, binding and placing in position complete upto floor 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 of the material as directed by the Engineer-in-Charge

Raj Kumar