c.c. linning to alisasan sub-minor from rd 0.100 km. to0.770 km. 1 clearing and shrub jungles uprooting stumps and small bushes and trees below 1m girth on pre-measurement , depositingthe debries away from the work site with all leads, lifts and delifts with cost of all labour t&p, hire and running charge of all machineries , labour welfare cess etc.complete as per the direction of the engineer-in-charge. 2 earth work excavation in foundation in all types of soil including rough dressing and leveling the bed and depositing the excavated earth away from work site and dewatering removingbushesh, stumpsand any other foreign materials from working areasas well asfrom trencheswith all leads, lifts , delifts, conveyance, royalty, and labour , t & p &cess etc.andbreaking the clods to maximum 5cm. to 7cm. in size and laying in layers not exceeding 30cm. in depthand leveling the earth with all labour, t&p, cess etc.complete as per specification & direction of the engineer-in-charge. 3 collecting , supplying and stacking good quality moorum & sandat work site inirregular box heaps of size 1.50 x 1.50 x0.50m to be measured as one cumand free from weathered skin surface and detritusmaterials and conveying from stacks and admixing them in proportion of 60:40 ( 60% :40% ) providinggranular sub-baseincludingwatering and consolidation with p.r.r with hire and running charges of p.r.r. including cost, conveyance, royalty, labour, t&p, cessetc.complete as per direction of the engineer-in-charge. 4 filling foundation and plinth in layers not exceeding22.50 cm in thickness with good quality sand from approved quarry, well watered and rammed with cost, conveyance, royalty, labour, t&p, cess etc. complete as per direction of the engineer-in-charge. 5 cementconcrete ( 1:3:6 ) proportion using53 grade cement with crusher broken hard granite coarse aggregate 40mm & down graded size of good quality andapproved quarryof uniform colour and texture and free from weathered skin anddetritusmaterialsusing screened and washed coarse sand , mixing by mechanical mixer, placing in proper position, compacting, by mechanical vibratorincludingcost, conveyance, royalty and all other taxes of all materialswith all leads, liftsand delifts, curing properly , hire& running charges of all machineries including all labour, t&p, fixingof embedments if any cess etc.complete in all respectas per direction of the engineer-in-charge. 6 providing and laying cement concrete in ( 1:2:4 ) proportion using 53 grade concrete with 20mm down graded granite coarse aggregate for concrete lining to the bed and slopes of canals with sleeper beams, keys etc. in panels including supply of all materials, labours and machineries compacting with space vibrator or manually and finishing the concretesurface including trimming and dressing of canal bed and slopes including cutting trenchesfor sleeper beams, keys and drainages etc. including watering and compaction of slopes andbed with hand rammers to proper profile and supplying and laying ploythene film of 100 micron complete including all cost carriage, royalty and labour cess etc. complete as perthe directionof the engineer-in-charge. 7 filling bitumen and cement and jute fiber in expansion jointsinclusive cost of materials , bitumen and cement proportion ( 3:1 ) including cleaning before pouring 12mm to 25mm and 15cm. depth with hire& running charges of all machinerieswith all labour & t&p required for the work etc. complete in all respect as per direction of the engineer-in-charge. 8 rigid smooth centering and shuttering for c.c / r.c.c work including false work and dismantling them after required period of casting with cost, conveyance, royalty, labour, t&p, cess, etc.complete as per direction of the engineer-in- charge. 9 a ) foundation , plinth, footing base 10 earthworkin all kinds of soil except sand, sandy or slushy soil inborrow area bymechanical means and transportation of excavated earth by mechanical means with all leads, lifts, delfts, rehandling, conveyance, royalty, cess, including loading and unloading the same onprepared and approved surface including rough dressing and breaking the clods to maximum 5 cm. to 7 cm. in size and laying in layers not exceeding 22.5 cm.layers to make ready for watering and compaction with sheep footrollers and dozersbut excluding watering and compaction in damsand dykes for all heights including construction, maintenance, watering and lighting of haul road and borrow areawith labour, t & petc. complete as per direction of the engineer-in-charge. ( earth will be arranged by the bidder at his own cost and risk. earth should be free from clods, roots, brickbats and other debris. ) only 11 supplying, laying & fixing in position rcc spun pipes with collars jointed with cement mortar 1:3 including cost, conveyance, taxes, labour, materials, t&p etc. complete as per direction of the engineer-in-charge. 12 ( a ) 300 mm dia np3 hume pipe