Renovation Work of Pur Khatola Talab And Canals and Pur Kanoda Talab And Canals Tehsil And District - Bhilwara Under DMFT

Cutting & clearance of jungle, bushes, shrubs Ankra/Ipomoea, Juliflora typna etc. on canal 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

Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m in dry or moist including dressing of excavated area, dewatering wherever required complete in all respect Hard soil mixed with Kankar/ boulders, morrum

Excavation including loading, unloading, disposal and dressing of excavated rock within initial lead of 50m and lift up to 1.5m in dry or moist including dressing of excavated area, dewatering wherever required complete in all respect Soft/ Disinegrated rock

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 (d) 20 mm

Demolishing stone rubble masonry including stacking of useable material and disposal of unuseable material within 50 meters lead inclusive of de-watering wherever required. (Poor Quality) In cement mortar

Supplying of M.S. reionforcement including labour charges for bending binding and placing in position all reinforcement as per drawing including cost of binding wire and all leads and lifts using. Tor or Ribbed Bars (IS :1786-1985)

Side shuttring including proping etc. complete (to achieve finish F2 for ; Retaining wall up stream or down stream slope facing of dams and open faces of construction joints etc.

Providing and Laying in position of Cement concrete Nominal mix (1:1.5:3) 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 20mm. (d) 20 mm

Random rubble stone masonry (using R.R. stones where 75% stones to be not less than 15cm in size in any direction and weighing not less than 23Kg) for foundation including curing all leads of construction materials, & all taxes and with initial lift / delift of 5m from ground level etc. complete. In Cement Sand Mortar 1:6

Random rubble stone masonry (using R.R. stones where 75% stones to be not less than 15cm in size in any direction and weighing not less than 23Kg) for foundation including curing all leads of construction materials, & all taxes and with initial lift / delift of 5m from ground level etc. complete. for super structure In Cement Sand Mortar 1:6

Plaster in cement sand mortar 1:3 including racking of joints, smooth finishing & curing etc. complete including all leads of all construction materials of thickness: 20 mm

Providing and laying cement concrete coping in (1:2:4) with maximum size of crusher broken aggregate upto 20 mm including shuttering etc. with all leads of material complete in all respect in thickness of: 75 mm

Drilling holes of 35 mm diameter for anchor rods. Upto 1.50 m. depth

Supply of Tor steel anchor bars of required diameter, length and shape at site of work complete.

Labour Charges for Fixing of anchor bars in neat cement grout including cost of cement and curing etc. complete

Earth work in rough (borrow area) excavation for embankments in hard soil, morrum or highly weathered strata dry or moist, including laying in 20 cm layers (before compaction) and breaking of clods, sorting of grass, pebbles etc. and dressing when compacted by sheep foot roller/pneumatic tyred roller to obtain dry density of at least 98% of Standard Proctor's density with initial lift of 1.5m (Excluding charges for compaction and watering) including loading and un-loading wherever required complete in all respect.(b) with lead beyond 250 m & up to 750 m , 17 (a) Deduct in item no. 16 B above if standard proctor density to be acheived is atleast 95 %

Compaction of earth or highly weathered strata By mechanical equipment such as sheep foot roller/ pneumatic tyred roller/vibro compactor / vibro sheep foot compactor required as per site condition to obtain dry density of. at least 95% of Standard Proctor's density

Watering of earth including cost of carriage of water when source of water is up to 1 Km

Supplying laying and consolidation of quarry rubbish/Murram/Murda to reqired graded and camber in layers not exceeding 15 cm thickness (loose) by road roller as per specification including dressing etc complete.

Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m in dry or moist including dressing of excavated area, dewatering wherever required complete in all respect (b) Hard/Dense soil

Design, Drawing, fabrication, supply, erection, testing and commissioning of Vertical lift sliding type gate with frame consisting of skin plate, sealing frame, stiffeners, horizontal and vertical girders, guide, stainless steel flat/Brass flat, rivets, wedges, lifting rods etc., with all accessories as per relevant IS code including frame & gate complete set for Canal Cross, Escape, Head regulator /Tank head regulator including cost of all materials, machinery, labour, cutting, aligning, welding, finishing, cleaning, seal fixing, tools and tackles etc., applying two coat of zinc rich epoxy primer to give dry film thickness of 70±5 microns and finish coat (two coats) of solvent less coal tar epoxy paint using airless spray to provide dry film thickness of 150±5 microns per coat thus total dry film thickness of all coats, including primer coating, should not be less than 350 microns complete as per specifications and approved drawings with all lead and lifts, including packing & forwarding , transportation charges for structural steel components and other materials.

Lip cutting and final dressing as per designed section including re-handling and disposal of excavated earth in layers 20 cm on embankments etc. with cost of dewatering wherever required, and complete in all respect

Supplying stones,spall and laying Rip rap in required profile properly hand packed using stone of specified size including all lead & lifts 23 cm thickness (± 5 % thickness tolerance)

Dry boulder filling in required profile with filling of voids etc. complete including all lead & lifts, and well finished surface