CONSTRUCTION WORK OF NAGDI FEEDER FROM BHUWAR BAWDI ANICUT G.P. SARSIYA, TEHSIL - JAHAZPUR

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

Demolishing stone rubble masonry including stacking of usable material and disposal of unuseable material within 50 meters lead inclusive of de-watering wherever required.In cement mortar The rates given are for dismantling of good quality work. For dismantling poor quality or weathered ; weakened work the rates will be reduced by 30%

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. Hard soil mixed with Kankar / boulders, Morrum

Excavation including loading unloading disposal and dressing of excavated rock within initial lead of 50m and lift upto 1.5m in dry or moist including dressing of excavated area, de-watering wherever required complete in all respect. Soft / Disintegrated rock

Hard rock not requiring blasting

Phylite & other Rock requiring nominal blasting

Hard rock (dry or moist) requiring blasting (where hardness of rock is more than 2) including disposal of excavated material in the designated spoil bank / embankment, dressing of excavated material and dewatering with all leads & lifts of excavation and disposal. The contractor is free to use the usable excavated stone else where for which any transition expenditure & royalties, tax etc if required to be paid then it will be liability of contractor as the cost of usable stone has already been deducted from the rate.

Add extra over item No.1 to 8 for disposal of excavated material abovei initial lift of 1.5 m and for every additional lift of 1.5 m or part there of including loading and un- loading wherever required Add extra for over all depth of excavation above 1.5m and upto 3m

Extra lead over item no 1 to 8 of excavated material Extra lead over item no 1 to 8 of excavated material Beyond initial lead of 50 m & upto 250 m

Extra lead over item no 1 to 8 of excavated material Add extra over item 10 (a) for lead beyond 250m & upto 750m (for average 1/2Km).

Nominal mix of Plain Cement Concrete well mixed and laid in position using 20% max permissible limit of plums above 160 mm and up to 450mm, including curing and finishing etc including all leads of all construction materials complete in all respect with well graded crusher broken stone aggregate. The plums shall be distributed evenly and shall be not closer than 150 mm from the surface.Max size of Aggregate 20 mm PCC Nominal Mix 1:2:4with plum,

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 :3coarse 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

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 all leads of all construction materials including curing etc. complete.In cement sand mortar (1:6)

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 superstructure including curing all leads of all construction materials including curing etc. complete.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: 20MM

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: 75mm

side shuttering including propping etc. complete (to achieve finish F 2 Retaining wall, counterfort, abutment, wing walls up stream or downstream slope facings of dams and open faces of construction joints etc

Drilling holes of 35 mm diameter for anchor rods. i) Upto 1.50 m. depth c/c 1.0m

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

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

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)

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 mortar1:3(1 cement :3coarse 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

Providing, laying and fixing in position RCC spun or hume pipe with collars (ISI 458-2003) in required size packed in gasket for hume or spun yarn & neatly finished with rich grout of cement mortar 1:3 perfectly air tight including testing of joints. 1200mm Labour Charges only

Providing, laying and fixing in position RCC spun or hume pipe with collars (ISI 458-2003) in required size packed in gasket for hume or spun yarn & neatly finished with rich grout of cement mortar 1:3 perfectly air tight including testing of joints. 1200mm NP3

Refilling the excavated earth (excluding rock) in trenches, plinth side of foundations etc.in layers not exceeding 20cm in depth,consolidating each deposited layer by ramming and watering including cost of water,loading and un-loading wherever required with cost of dewatering wherever required

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