Public Works Department Tender

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing TRAFFIC SIGNS-SINGLE CHEVRON (NORMAL)

Providing and laying of hot thermoplastic compound 15mm thick including reflect rising glass beads @ 250gms per sqm area thickness of 5mm is exclusive of surface applied glass beads as per IRC-35 the finished surface to be level uniform and free sleek and holes. (Repeated bars)

Providing and laying of hot thermoplastic compound 2.5 mm thick including reflect rising glass beads @ 250gms per sqm area thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC-35 the finished surface to be level uniform and free sleek and holes.Zebra Line.

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing. MAXIMUM SPEED LIMIT

Painting Two Coats on old Concrete Surfaces Painting two coats after filling the surface with synthetic enamel paint in all shades on old plastered concrete surfaces

Reflective raised Pavment markers (Road status/Cat Eye) Supply and fixing of reflective raised pavment maker with its body surface made of tough ASA (Acrlic styrene Acrylonitrite) or HIPS (Hi impact polystyren) or acrylonitrile butadiens stryenc (ABS) The maker Shall supported a load of 1335 kg tested in accordance with ASTMD 4280 and its reflective panels Shall consist of number of lenses containing single or dual prematic cabes of providing total internal reflection of the light enterning the lens face Retro reflecting surface shall not be lenses containing single or dual prismatic cubes of providing total internal reflection of the light entering the lens face. Retro – reflecting surface shall be 35 + 5° to base and area of each retro reflecting surface shall not be less than 13.0 sqcm road stuts Shall be legibly marked with name trate mark or other means of identification of the manufacture. Dimension of road studs should be not be less than 100mm x 100mm x 10mm RPM (without shank) as per ASTM RPM (with Shank)as per ASTM

Linear Delineator System (LDS) Supply & Fixing of Linear Delieator System (LDS) panels made of Micro Prismatic Retro Reflective Sheeting type XI duly laminated on thin aluminium foil to a unique corrugated shape to provide Retro Reflection across wide range of observations and external angles. Eatch LDS panel Should be of nominal length of 33 inch and each ridge shall be approximately 0.34 inch high. Each LDS panel is to be firmly fixed on existing concrete/brick work with 16 Nos fastner / scew as per IRC : 79-2019

Median Marker Providing and Fixing of Median Markers as per IRC 79-2019 which shall be made of combination of tough, high impact resisrant molded thermoplastic body along with florescent yellow color retro-reflective type XI sheeting with minium exposed reflective area 285 square mm and with rebound property. the reflective sheeting should confirm to type XI Florescent yellow sheeting as per IRC 67 2012 and ASTM D4956-11. the flexible median marker shall have overall height of minimum 180mm body thickness of minimum 2mm and shank depth of minimum 30mm. the retro- reflective sheeting shall be on both sides of the fiexible median marker and shall be edge protected with no exposed edges which will prevent edge lifting, vandalism, sheeting damage, etc. the edge of sheeting should not come out easily by putting nails, sharp obects etc. the logo of the manufacturer shall be embossed on either side of the bode. the product design has to with stand all natural impacts and should not get damaged if any pedestrian stamp on top of it intentionally or unintentionally the product should bend up to 90 degree on both sides without breakge or damge. The product shall be tested for reboundbility & tensile test as per IRC 79-2019 and governmemt lab test reort shall be submitted along with tenter. If somehow tender pre qualification condition do not ask for government report then the report shall be submitted to engineer-in-charge before finalization of bill. the rate shall incude all materals, labour, equipment, fabrication, transporttation, erection installation and incidentals all complete as per direction of the Engineer-in charge.

Excavation in foundation in ordinary soil ( Loam clay or sand) including lift up to 1.5 meter (5ft) and lead upto 30m (100ft) and including filling,watering & ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as direction by the Engineer-in-charge upto a distance of 30m(100ft) from the foundation trenches.

Cement concrete with 20 mm (1/2'') gauge approved stone ballast, approved coarse sand. cement in the proportion 4:2:1 including supply of all materials,labour and tools and plants etc. required for proper completion of the work.

R.C.C. work with cement approved coarse sand and 2 cm (3/4") gauge approve stone ballast in the proportion of 1:1.5:3 in lintels of doors and windows excluding supply of reinforcement and its binding wire and including its fixing and binding the same with 24 B.W.G.G.I binding wire . (as per S.I. No-289 in R.C.C. median)

Mild steel or iron in plain work such as reinforced concrete or reinforced brick work (when not included in an over all rates) wrought torequired shape as necessary including bending for proper completion of the work and including supply of all steel and wastage & over lapping & hooks as per S.I. No-504