Public Works Department Tender

Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90 kg per m2 using mechanical means,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 incharge of work.

Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.25 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 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 Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.4% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 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 incharge of work.

Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision,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 incharge of work.

Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lead, & lift transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2,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 incharge of work.

Earth work excavation in Ordinary/soft rock upto 300 mm.depth for Foundation by mechanical means for all works & depth upto 0.30 M , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work

Construction of Embankment with approved materials deposited at site obtained from roadway cutting and excavation from drain and foundation of other structures graded with 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 incharge of work.

Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lead & lift transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work.

Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1101.6. 750 mm dia,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 incharge of work.

Providing and erecting a "W" metal beam crash barrier system comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811,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 incharge of work.

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 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 and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No W/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, 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 incharge of work.

Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc 200 m stone (precast),including cost and conveyance of all materials with all lead and lift,loading and unloading, usage 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.

Direction and Place Identification Signs with size more than 0.9 m2 size Board. Providing and erecting direction and place identification retroreflectorised 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 exceeding 0.9 m2 fixed over back support frame of min 40 x 40 x 5mm angle mounted on a mild steel circular pipe 65 NB, irmly 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, 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 incharge of work.

Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, 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 incharge of work. as per clause 401 For Grading -V Material

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, 3.2 mm 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. 90 cm equilateral triangle,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 incharge of work.

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, 3.2 mm 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. 60 cm circular,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 incharge of work.

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, 3.2 mm 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. 90 cm high octagon,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 incharge of work.

Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. inclusive of 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 incharge of work. By Mechanical Means using Dozer

Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushedgraded coarse aggregates and fine aggregates as per relevant ISCodes machine mixed, laid in layers not exceeding 150 mm thickness,well compacted using plate vibrators, including all lead & lift, cost of all materials of good quality, labour, Usage charges of machineries, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & its fabrication charges shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates including cost of Form work,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 incharge of work.

Supplying, Fitting and Placing TMT Fe 550 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications,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 incharge of work.

Providing and laying in Reinforced cement concrete for all Basement & surface level works, return , retaining walls, sunken floors etc. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, using good quality of materials, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement is to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates form work for,including cost and conveyance of all materials with all lead and lift,loading and unloading, usage 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. including cost and labour for formwork for Retaining wall.