Providing and laying 25 mm thick OGPC including construction of of pucca drain and walling on road from Mangla Mata Link road in km 1st

Amount

Earth work in excavation by mechanical means (Hydraulic excavator) over areas (Exceeding 30 cm in depth, 1.5 Mtr. in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.50 M, disposed earth to be leveled and neatly dressed in Ist Kms (All kinds of soils 50%, Ordinary rock 30% and Hard rock requiring blasting or any other means 20%)

Filling available excavated earth as obtained from earth work in bulk excavation in layers not exceeding 200MM in thickness including the watering compacting & rolling with 80-100 KN Road Roller. (All leads and lifts complete.)

Providing and laying in position Cement concrete of specified grade excluding the cost of centering and shuttering – all work upto plinth level.1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size Crushed) (Including Carriages)

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering-All work upto plinth level in 1:3:6(1cement: 3 coarse sand: 6 graded stone aggregate 20mm nominal size using plums (size not over 160mm split nallah stone or quarry stone @ 30% of grass volume) crushed (Including Carriages)

Providing and laying (Drain Bed) 50mm thick with cement concrete 1:2:4 ( 1 cement: 2 course sand : 4 graded stone aggregate 20mm nominal size) crushed (Including Carriages)

Centring and shuttering including strutting propping etc. & removal of form work for

Foundations, footings, bases of columns

Stone filling hand packed excluding cost of stones (Including Carriages)

Supplying, stacking and laying 53 mm to 22.4 mm water bound macadam with specified stone aggregate stone screening and binding material including screening, sorting, spreading to template and consolidation with power road roller of 8 to 10 tonne capacity etc. complete base course with 53 mm to 22.4mm size including stone screening 11.2 mm size. (Including carriages)

25mm thick open graded premix carpet using hot mix plant & paver finisher 2.25 cum & 1.12 cum of stone chippings of 13.2mm and 11.2mm size respectively per 100 sqm and 52 Kg & 56 Kg of hot bitumen per cum of stone chippings of 13.2mm & 11.2mm size respectively consolidated with road roller of 6 to 9 tonne capacity including tack coat with hot straight run bitumen of grade 80/100 spraying with mechanical operated spray unit fitted on bitumen boiler cleaning and preparing the existing road surface as per specifications complete. Finally the surface finished with seal coat of premixed fine aggregate @ 0.60 cum per 100 Sqm and bitumen @ 128 Kg/Cum of fine aggregate consolidated with road roller (Including cost of Tar) (Including carriages)

Filling/dressing of Berms by way of providing and filling of granaular earth/river bed material to both sides of the road including rolling, laid to slope towards drain and edge of road (Including Carriages)

rajeev kumar contractor

Ravi Kant