Re construction of road side drains along old Nangal Una road both side drains from Basdehra chowk to H/o Smt. Banti Devi in ward no.07 , M C Mehatpur Basdehra

Amount

Demolition of cement concrete below GL up to 1.50 mtrs. disposal of un- serviceable material within a lead of 20.00 mtrs. Un –reinforced cement concrete up to 15 mm thickness.

Demolition below GL 1.50 mtrs. depth in/c stacking of serviceable materials and disposal of un –serviceable materials within 20 .00 mtrs. lead and in/c cutting the necessary reinforcement and separating from R.C.C /R. B works Reinforced cement concrete work

Excavation in foundation trenches etc. ,in earth work , lift up to 1.50 mtrs. ,stacking the excavated soil not more than 3.00 mtrs. clear from the edge of excavation and then returning the stacked soil in 15cm layers, when required into the plinth and sides of foundations etc. ,consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed within a lead of 20 mtrs. (Pick Work )

P /L C.CONC. 1 : 4 : 8 (1 cement : sand :8 Graded stone aggregate of 40 mm nominal size) and curing complete.

Providing form work with steel plates 3.15 mm thick welded with angle iron in frame 30 angle iron in frame 30 x 30x5 mm so as to give a fair finish in/c centering , shuttering ,strutting and propping etc. with wooden battens and ballies, height of propping and centering below supporting floor to ceiling not exceeding 4.00 mtrs.and removal of the same for instu reinforced concrete and plain concrete work in :- Vertical walls

Flat surfaces etc.

Edges of slab/breaks in floors etc.

P/L cement concrete. 1:2: 4 :( 1cement : 2 sand :4 Graded stone aggregate of 20 mm nominal size) and curing complete excluding the cost of form work and reinforcement.

Providing tor steel reinforcement for RCC work in/c bending, binding and placing in position properly.

15 mm thick cement plaster in single coat on rough / fair side of brick walls for interior plastering upto floor two level including arrises ,internal rounded angles ,chamfers and / or rounded angles not exceeding 80 mm in girth and finished even and smooth in cement mortar 1:4 (1cement : 4 sand )

Disposal of excavated earth / demolished material by mechanical transportation up to a lead of 3.00 KM in/c loading and un-loading complete

Harpal Singh

Jeevan Bhardwaj

DINESH KUMAR