Tender For Urgent Repair Of Canal For Rabi Irrigation Under Jurisidiction Of Sub Div. Gangrar For Panychayt Raj Transfer Tanks 2025-26 - Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m.including dressing of excavated area and dewatering wherever required complete in all respect.a) Hard / Dense soil 2 Cutting & clearance of jungle, bushes, shrubs Ankara/ Ipomoea, Juliflora typna etc. on canals and bunds in dry/moist /slushy conditions including disposal as per instructions of the Engineer-in-charge. Cost of wood has been deducted from rates and thus will be property of contractor after cutting (Thick) 3 Removal of slit/soil/earth, sand, pebbles, Malba, debris, rubbish, stone pebbles & obstruction deposited in canal bed up to design line grade and sections having design due to erosion/scour/slips in canal banks/silting with or without bushes and weeds etc. in dry or moist condition from canal bed including dewatering, loading unloading and disposal at suitable place as directed by Engineer in charge with initial lead of 50m. and lift upto 1.5 m with proper dressing on canal bed complete in all respectFor depth above 15 to 30 cms upto 30 cms (ii) Lined section 4 Providing and Laying in position of Cement concrete Nominal mix (1:3:6) including leads of all construction materials, curing, compaction and finishing with rendering in cement sand mortar 1:3 (1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto 20 mm. 5 Random rubble stone masonry (using R. R. stones where 75 % stones to be not less than 15 cm in size in any direction and weighing not less than 23 kg.) for foundation including curing with all leads of all construction materials including curing etc. complete in cement sand mortar (1:5) Add extra over item no. 1 to 7 for Masonary work in superstructure 6 Plaster in cement sand mortar(1:3) including racking of joints, smooth finishing and curing etc. complete including all leads of all construction materials, of thickness: 20 mm 7 Supplying of well stitched earth filled bags of capacity, weight not less than 40 kg per bag at site etc. complete (plastic bag) 8 Labour charges for making coffer dam/ring bund (under flowing / stagnate water pool) by loading transporting earth filled cement bags dropping at required locations in water including lead up to 3 km and lift up to 8 meter from NSL complete (excluding cost of empty cement bags). 9 Hire charge of Hydraulic excavator/ loader like JCB/Poclain, Hitachi etc. with all accessories (for actual site working, idle period) having bucket capacity up to 0.40 cum including diesel 10 Regulation & patrolling of Feeder/ Main / Branch/ Distributory and Minor canals of canal irrigation projects with their own conveyance system (Two Wheeler with POL) and mobile (with recharge pack) for communicating with site incharge or control room. including Jute rassi, Torch, Fawda etc. all T&P required for regulation. (a) Canal Having Discharge capacity up to 100 cusec 11 Engaged unskilled labour Beldar/coolie / Chowkidar/ Water man/ Earth dresser . 12 Providing, Fabrication, machining with straighteningwork of GuideTee,Track,Sealing frame, Leaf frame or any part ofgates,complete asperdrawing with testing, includingcostof all materials, withmachinery, labour, tools and tackles cutting, aligning, welding, finishing, cleaningetc.,applyingonecoatofzincrichepoxyprimer and two coats of cold applied coal tar epoxy paint, etc.,completeasperspecifications and approved drawingswith all lead andlifts, including packing & forwarding, transportation charges for structural steel components and other materials.Rate of work with all materials 13 Earth work in rough (borrow area) excavation for embankments in hard soil, morrum or highly weathered strata dry or moist, including laying in20 cm layers (before compaction) and breaking of clods, sorting of grass, pebbles etc. and dressing when compacted by vibro compactor, vibro sheep foot roller, sheep foot roller/pneumatic tyred roller to obtain dry density of at least 98% of Standard Proctors density with initial lift of 1.5m (Excluding charges for compaction and watering) including loading and un-loading wherever required complete in all respect With lead beyond 250 m and up to 750 m (½ Km)Deduct in item no 16 (a) to (d) above if Standard Proctors density to be achived is at least 90% 14 Compaction of earth or highly weathered strata By manually or plain roller. (density 90% of Proctor) 15 Watering of earth including cost of carriage of water when source of water is up to 1 km
