Construction of Lift Irrigation Scheme Mungal Ropa Gadiara in Tehsil Jaisinghpur Distt. Kangra HP.

Amount

Excavation in foundation trenches etc. (for pipes & pits upto all depths) in all kinds of soil such as pick work, jumper work, blasting and chiselling soft\hard rock where blasting work is prohibited in all lifts including trimming and dressing of sides,levelling of beds to correct grade stacking the excavated soil clear from the edge of excavation and returning the excavated soil after laying, jointing and testing of MSERW/GI pipes in trenches in 15 centimetre layer including consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated soil as directed within all leads and lifts and soring strutting and timbering and dressing where ever required restoration of un-metalled/metelled/paved surface 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 respect and as per the direction of Engineer-in-charge.

Providing and laying cement concrete 1:4:8 (One cement is to four sand is to eight graded stone aggregate 40 milimetre nominal size) and curing complete excluding the cost of form work in foundation and plinth within all leads and lifts as per the direction of Engineer-in-charge.

Ist class (First class) brick work using common burnt clay building bricks in superstructure in cement mortar 1:4 (One cement is to four sand) within all leads and lifts as per the direction of Engineer-in-charge.

Providing and laying cement concrete 1:2:4 (One cement is to two sand is to four graded stone aggregate 20 milimetre nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced cement concrete work in:-

15 milimetre(fifteen milimetre) thick cement plaster in single coat on rough side of brick/stone masonry for interior plastering upto floor two level including arrises internal rounded angles chamfers and/or rounded angles not exceeding 80 milimetre in girth and finished even and smooth in cement mortar 1:3 (One cement is to three sand) within all leads and lifts as per the direction of Engineer-in-charge.

Laying, jointing and testing in trenches to be levelled to grade, IS marked galvainsed iron flanged pipes of following diameters conforming to IS: 1239-1990 Part-II (latest with upto date ammendments) having nominal wall thickness as per class of pipe specified below jointed with flanges conforming to table as specified below of BIS: 6392-1971 (latest with upto date ammendments), welded at both ends according to relevant BIS standard and detailed specifications and provided with nuts & bolts of required size, 3mm thick compressed asbestos fibre gasket/synthetic rubber gaskets conforming to relevant BIS codes including all short pieces tees and other specidals etc, made from parent tube and welded with flanges of tables as applicable for the particular reach and approved specification as per site conditions including flushing cleaning and hydraulic testing in all respect to the best satisfaction of the Engineer-in-charge. (Earth work in trenches to be measured & paid for separately) Sr. RD From to Length Dia of pipe F- Table Class of pipe 1 1200 1241 41 150mm 5 GI Pipe

Providing, laying,jointing & testing in trenches pr-cast concrete socketted and spiggotted pipe of following class and diameter with reinforcement duty ISI marked as per IS:458-2003, pre cast pipe concrete pipe with and without reinforcement 3rd revision Ammendment No.3 and with latest ammendemnts, if any complete with rebber rings type-II duly ISI marked as per IS: 5382-4985 Ist revision ammendemnt No.1 and with latest ammendemnt, if any complete as per direction and to the entire satisfaction of the Engineer-in-charge. the earth work in trenches to be measured & paid for separately.

150mm nominal diameter (P1)

Kuldeep Sood Govt. Contr.