Public Works Department Tender

Construction of Embankment with approved materials deposited at site obtained from road way cutting and excavation from drain and foundation of other structures graded with desired compaction,etc., complete as per directions of the Engineer incharge of work..

Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom , including cost and conveyance of all materials with all lead and lift,loading and unloading, usage charges of Machinery and equipments,transportation charges, labour charges, and all other incidental charges etc., complete as per standard technical specification, and directions of the Engineer incharge of work.

Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction, including cost and conveyance of all materials with all lead and lift, loading and unloading, usage of Machinery and equipments, transportation charges, labour charges, and all other incidental charges etc., complete as per standard technical specification, and directions of the Engineer in charge of work. As per MoRTH specification clause No. 505 complete in all respects.

Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction, including cost and conveyance of all materials with all lead and lift, loading and unloading, usage of Machinery and equipments, transportation charges, labour charges, and all other incidental charges etc., complete as per standard technical specification, and directions of the Engineer in charge of work. As per MORTH specification clause No. 507 complete in all respects

Providing and laying in position plain cement concrete Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates for leveling course for all works in foundation, The granite/trap/basalt crushed graded coarse aggregate and fine aggregate shall be as per relevant IS Code machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, curing, and all the other appurtenances required to complete the work as per technical specification, (The cost of steel reinforcement shall be paid separately) including cost and conveyance of all materials with all lead and lift,loading and unloading, usage charges of Machinery and equipments,transportation charges, labour charges, and all other incidental charges etc., complete as per standard technical specification, and directions of the Engineer incharge of work.

Supplying, Fitting and Placing TMT Fe 550 bar Reinforcement in sub-structure/Superstructure including cost and conveyance of all materials with all lead and lift,loading and unloading, usage charges of Machinery and equipment,transportation charges, labour charges, and all other incidental charges etc., complete as per standard technical specification, and directions of the Engineer incharge of work. MORTH Specification No.1600 & 2200 Note: The Unit may pl.be read as "Tonne "

Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row, fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets, including cost and conveyance of all materials with all lead and lift,loading and unloading, usage charges of Machinery and equipments, transportation charges, labour charges, curing and all other incidental charges etc., complete as per standard technical specification, and directions of the Engineer incharge of work. Clause 1101.6. 1000 mm dia

Retro-Reflectorised Traffic Signs: Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2012. (viii) 60 cm circular, including cost and conveyance of all materials with all lead and lift,loading and unloading, usage charges of Machinery and equipments, transportation charges, labour charges, and all other incidental charges etc., complete as per standard technical specification, and directions of the Engineer incharge of work.

Retro-Reflectorised Traffic Signs: Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2012. (xii) 60 cm x 45 cm rectangular.,including cost and conveyance of all materials with all lead and lift, loading and unloading, usage charges of Machinery and equipments, transportation charges, labour charges, and all other incidental charges etc., complete as per standard technical specification, and directions of the Engineer incharge of work.

Direction and Place Identification Signs upto 0.9 m2 Size Board.: Providing and erecting direction and place identification retro reflectorised sign as per IRC:67:2012 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing,including cost and conveyance of all materials with all lead and lift,loading and unloading, usage charges of Machinery and equipments,transportation charges,labour charges,and all other incidental charges etc., complete as per standard technical specification, and directions of the Engineer incharge of work. Note: The Unit may pl.be read as "Sqm"

Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015. The finished surface to be level, uniform and free from streaks and holes, including cost and conveyance of all materials with all lead and lift, loading and unloading, usage charges of Machinery and equipments,transportation charges, labour charges, and all other incidental charges etc., complete as per standard technical specification, and directions of the Engineer incharge of work.

Providing and laying in Reinforced cement concrete for all Basement & surface level works, return wall, retaining wall, sunken floors etc. The granite/trap/ basalt crushed graded coarse aggregates and fine aggregates shall be as per relevant IS Code machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including cost & conveyance of all materials with all lead & lift, labour charges, curing and all other incidental charges etc., complete as per standard technical specification, and directions of the Engineer in charge of work.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.