Restoration of Rain Damages and flood damages to LIS Sain in Tehsil Sadar Distt Mandi HP

Excavation in foundation, trenches (for pipes & pits) upto all depths in all classification of earth work such as pick work, jumper work, saturated soil including bailing and pumping out water blasting soft/ hard rock or chieselling soft/hard rock where blasting is prohibited in all lifts including trimming and dressing of sides, leveling of beds to correct grade i/c shoring /strutting planking, timbering & dewatering wherever required, stacking the useable & unuseable material /soil separately & after laying jointing & testing of pipes, returning the useable soil in trenches in 15 cm layers including consolidating of such deposoited layer by ramming & watering & then disposing of all surplus excavated soil /unusable material as directed with in all leads & lifts including restoration unmetalled surfaces to its original condition & including cost of diversion for traffic, night signals, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respects with in all leads & lifts as per directions of engineer-in-charge.

Providing and laying cement concrete 1:3:6 (1 cement : 3 sand :6 graded crushed stone aggregate 40mm nominal size) and curing complete excluding the cost of form work in foundation and plinth in all leads and lifts.

Providing and laying cement concrete 1:4:8 (1 cement : 4 sand : 8 graded crushed stone aggregate 40mm nominal size) and curing complete excluding the cost of form work in foundation and plinth in all leads and lifts.

Providing form work with steel plates 3.15mm thick welded with angles iron in frame 30x30x5mm so as to give a fair finish including certring shuttering 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 in-situ reinforced concrete & plain concrete work in all leads and lifts in:-Vertical surface such as walls (any thickness) partitions and the like including attached pillasters buttresses, plinth and string courses and the like.

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level 1:1.5:3 (1 cement 1:5 coarse sand): 3 graded stone aggregate 20 mm in all leads and lifts.

Centering and shuttering including strutting, propping etc. and removal of form for all heights Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.in all leads and lifts.

Steel reinforcement for R.C.C. work includ straightening, cutting, bending, placing in posi and binding all complete upto plinth level. steel and Medium Tensile steel bars in all le and lifts.

Laying, jointing and testing (by way of circumfrential butt welded joints by electrical arc welding) and testing of GMS pipe (MC) of following dia meters confirming to BIS 1239 (Part-1), grade specified below (latest with upto date amendments) having wall thickness as specified below with bevelled ends and capable of withstanding required test pressure in a random length of 4 to 7 meters, including manufacturing reducers / tapers, all short pieces, beds etc. as per site requirement made from parent tubes. The laying of pipe will include all operation such as cutting, welding, jointing, fabrication of bends, tees etc. including lowering and laying in excavated trenches to ensure required level including flushing, cleaning and hydraulic testing complete in all respects to the satisfaction of the Engineer in charge.100 mm diameter

125 mm diameter

Providing and Fixing Cast Iron Non Return Valve of PELICON / BIR / KARTAR make BIS No. 14846 including etc. The sluice valve conforming to (IS 210 GR FG-200) Class PN 100 The dia of valve as mentioned below complete in all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.100 mm diameter