repair and maintenance work of various places in ward no.14 --1. [10.100.2]cement concrete 1:8:16 flooring 2. cement concrete 1:8:16 with stone aggregate 40 mm size in foundation and plinth. [through rate] 18.00 cum 2. [10.30.4]providing and laying of chequered precast cement concrete tiles 22 mm thick in footpath and courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). 4. ordinary cement without any pigment [through rate] 30.00 sqm 3. [11.5.1]12 mm cement plaster of mix : 1. 1:2 (1 cement: 2 fine sand) [through rate] 200.00 sqm 4. [11.78]painting two coats excluding priming coat with synthetic enamel paint in all shades on new wood work or metallic or plastered or concrete surfaces to give an even shade. [through rate] 900.00 sqm 5. [13.29.2]steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. 2. in gratings, frames, guard bar, ladder, railings, brackets, gates and similar works [through rate] 400.00 kg. 6. [17.22.1]water bound macadam gr i 1. water bound macadam grading i (without screenings for low volume roads (undesignated) providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical clause 404 of mort&h specifications [through rate] 655.85 cum 7. [17.69.2]interlocking concrete block pavement 2. providing and laying 80 mm thick isi marked interlocking paver blocks conforming to is 15658:2006/irc sp 63: 2004 of all shapes and colours in design mix cement m 40 over the bed of 30 mm thick fine sand complete in all respect. [through rate] 2691.96 sqm 8. [17.70]removal of existing ipb by manual means and disposal of dismantled material with all lead and lift as per technical specification clause 202.3. [through rate] 3600.00 sqm