Renovation of 02 nos. Public toilet blocks at MHC near community center in market and near booth no. 95 to 101, MHC, Manimajra under the jurisdiction of MCPH Division no.2, Chandigarh

Regrading terracing of mud phaska covered with tiles or brick, in cement mortar by dismantling tiles or bricks, removing mud plaster, preparing the surface of mud phaska to proper slope, relaying mud plaster gobri leaping and tiles or bricks, grouted in cement mortar 1:3 (1 cement : 3 fine sand), including replacing unserviceable tiles or bricks with new ones and disposal of unserviceable material to the dumping ground (the cost of the new tiles or brick excluded), all complete as per direction of Engineer-in-Charge. (DSR 14.13) 18'-2"x11'.6" = 208.84 sft Deduction (-)2x3'-0"x5'-0" = 30.00 sft 178.84 sft or 16.62 sqm

Providing gola 75x75 mm in cement concrete 1 :2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1 :3 (1 cement : 3 fine sand) as per standard design :In 75x75 mm deep chase (DSR 12.21.1) 2x(18'-2"+11'-6") = 59.32 rft 2x2(3'-0"+5'-0") = 32.00 rft 91.32 rft or 27.84 mtr

Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. (DSR 12.22)

Flush pointing with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement for flat tile bricks on top of mud phaska With F.P.S. brick tiles (DSR 14.18.1) Qty. taken as per item no. 1

Supply of New brick tiles having size 0'-9" x 0'-4.5" x 0'-1.5" 40% of item no. 1 i.e. 40% x 16.62 sqm = 6.65 sqm Number of bricks in 1 sqm= 38 nos. Therefore, no. of bricks in 16.62 sqm = 253 nos.

Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved.(DSR 15.60) 6.65 sqm x .15 mtr. = 1 cum (40% of 16.62 sq.mm)

With residual type petroleum bitumen of grade VG -10 (DSR 15.12.1)

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) (DSR 6.1.1)

12 mm cement plaster finished with a floating coat of neat cement of mix : 1:4 (1 cement: 4 fine sand) (DSR 13.7.2) Qty. taken as per item no. 10&11 85.51 + 45 = 130.51 @ 50% = 65.25 sqm