Construction of R.C.C. drain from Vipin Singh House towards Shiv mandir ward no 03

Earth work in excavation in foundation trench in Hard soil (Vide classification of Soil item B) and disposal of excavated earth as obtained to a distance upto 50 M. including all lifts, levelling, ramming the foundation trenches, removing roots of trees, shurbs all complete as per approved design, building specification and direction of E/I.(5.1.1)

Providing coarse clean sand filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/I. ( 5.1.10)

Providing designation 75B one B/F/Soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I. (5.6.3)

P/V and laying in position specification grade of RCC M-200 excluding the cost of centering ,shuttering , finishing and reinforcement all work plinth level in bed 5.3.9 BCD

Providing R.C.C. M-200 nominal mix of (1:1.5:3) in various component of canal structure with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of E/I. (5.3.10) wall

Centaring and Shuttering including struting,Proping etc.and removal of from for Foundation, Footing, based of columns,etc for mas concrete do-do E/I (5.3.17.2)BCD

Providing 12mm cement plaster (1:3) with clean coarse sand of F.M 1.5 including screening, curing with all leads and lilftsof water. Scaffolding taxes and royalty all complete as per specification and direction of E/I. (5.7.1)

Providing 1.5 mm cement punning including curing ,carriage of water with all leads and lifts as per building specification and Direction of E/I

Providing and laying R.C.C M-200 with nominal mix of (1:11/2:3) in deck slab BEAMS, Suspended floors roofs having slop up to 15° landings, balconies ,shelves, chajjas, lintel ,bands plain window sills, staircases and spiral stair cases above plinth level up to floor, excluding the cost of centering , shuttering , finishing and reinforcement , job as per specification and direction of E/I. (5.3.11)

Providing TMT bar reinforcement (tor) steel) as per approved design drawing, removal of rust, cutting, bending, including supplying annealed wire, placing M.S rods in position all complete job as per specification and direction of E/I.( 5.5.5) 10MM