Public Works Department Tender

Providing Cement mortar 1:6 (1 cement : 6 fine sand) including cost of all materials, labour and usage charges of machinery complete as per the direction of engineer incharge of work. ---- Including cost and conveyance of all materials, Labour, Hire charges of Machineries and Equipment's with all lead and lifts, loading and unloading charges etc.. Complete as directed as per specification and direction of Engineer in-charge of the work.

Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse ggregates and fine aggregatesas per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (cost of form work is included) ---- Including cost and conveyance of all materials, Labour, Hire charges of Machineries and Equipment's with all lead and lifts, loading and unloading charges etc.. Complete as directed as per specification and direction of Engineer in-charge of the work.

Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications ---- Including cost and conveyance of all materials, Labour, Hire charges of Machineries and Equipment's with all lead and lifts, loading and unloading charges etc.. Complete as directed as per specification and direction of Engineer in-charge of the work.

Providing and laying of Filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. ---- Including cost and conveyance of all materials, Labour, Hire charges of Machineries and Equipment's with all lead and lifts, loading and unloading charges etc.. Complete as directed as per specification and direction of Engineer in-charge of the work.

Providing and laying of Filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. ---- Including cost and conveyance of all materials, Labour, Hire charges of Machineries and Equipment's with all lead and lifts, loading and unloading charges etc.. Complete as directed as per specification and direction of Engineer in-charge of the work.

Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification. Granular material ---- Including cost and conveyance of all materials, Labour, Hire charges of Machineries and Equipment's with all lead and lifts, loading and unloading charges etc.. Complete as directed as per specification and direction of Engineer in-charge of the work.

Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications. Stone/Boulder ---- Including cost and conveyance of all materials, Labour, Hire charges of Machineries and Equipment's with all lead and lifts, loading and unloading charges etc.. Complete as directed as per specification and direction of Engineer in-charge of the work.

Laying Boulder Apron in Crates of Synthetic Geogrids Providing, preparing and laying of geogrid crated apron 1 m x 5 m, 600 mm thick including excavation and backfilling with baffles at 1 m interval, made with geogrids having characteristics as per clause 704.2, joining sides with connectors/ring staples, top corners to be tie tensioned, placing of suitable cross interval ties in layers of 300 mm connecting opposite side with lateral braces and tied with polymer braids to avoid bulging, constructed as per clause 704.3 filled with stone with minimum size of 200 mm and specific gravity not less than 2.65, packed with stone spalls, keyed to the foundation recess in case of sloping ground and laid over a layer of geotextile to prevent migration of fines, all as per clause 704 and laid as per clause 2503.3 and approved design. ---- Including cost and conveyance of all materials, Labour, Hire charges of Machineries and Equipment's with all lead and lifts, loading and unloading charges etc.. Complete as directed as per specification and direction of Engineer in-charge of the work.

Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specifications. ---- Including cost and conveyance of all materials, Labour, Hire charges of Machineries and Equipment's with all lead and lifts, loading and unloading charges etc.. Complete as directed as per specification and direction of Engineer in-charge of the work.

Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification. ---- Including cost and conveyance of all materials, Labour, Hire charges of Machineries and Equipment's with all lead and lifts, loading and unloading charges etc.. Complete as directed as per specification and direction of Engineer in-charge of the work.

Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (Batching Plant). ---- Including cost and conveyance of all materials, Labour, Hire charges of Machineries and Equipment's with all lead and lifts, loading and unloading charges etc.. Complete as directed as per specification and direction of Engineer in-charge of the work.

Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 m2 ---- Including cost and conveyance of all materials, Labour, Hire charges of Machineries and Equipment's with all lead and lifts, loading and unloading charges etc.. Complete as directed as per specification and direction of Engineer in-charge of the work.

Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, 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 ---- Including cost and conveyance of all materials, Labour, Hire charges of Machineries and Equipment's with all lead and lifts, loading and unloading charges etc.. Complete as directed as per specification and direction of Engineer in-charge of the work.

Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, 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, Labour, Hire charges of Machineries and Equipment's with all lead and lifts, loading and unloading charges etc.. Complete as directed as per specification and direction of Engineer in-charge of the work.

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 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. Using Screening Crushable type such as Moorum or Gravel ---- Including cost and conveyance of all materials, Labour, Hire charges of Machineries and Equipment's with all lead and lifts, loading and unloading charges etc.. Complete as directed as per specification and direction of Engineer in-charge of the work.

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rollingwith 3 wheeled steel/ vibratory roller 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. Using Screening Type B (11.2mm agg) ---- Including cost and conveyance of all materials, Labour, Hire charges of Machineries and Equipment's with all lead and lifts, loading and unloading charges etc.. Complete as directed as per specification and direction of Engineer in-charge of the 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, Labour, Hire charges of Machineries and Equipment's with all lead and lifts, loading and unloading charges etc.. Complete as directed as per specification and direction of Engineer in-charge of the work.

Road Delineators Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79 and the drawings ---- Including cost and conveyance of all materials, Labour, Hire charges of Machineries and Equipment's with all lead and lifts, loading and unloading charges etc.. Complete as directed as per specification and direction of Engineer in-charge of the work.

Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 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, Labour, Hire charges of Machineries and Equipment's with all lead and lifts, loading and unloading charges etc.. Complete as directed as per specification and direction of Engineer in-charge of the work.

Direction and Place Identification Signs upto 0.9 m2 Size Board.Providing and erecting direction and place dentification 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, Labour, Hire charges of Machineries and Equipment's with all lead and lifts, loading and unloading charges etc.. Complete as directed as per specification and direction of Engineer in-charge of the work.

Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous urfaceProviding 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, Labour, Hire charges of Machineries and Equipment's with all lead and lifts, loading and unloading charges etc.. Complete as directed as per specification and direction of Engineer in-charge of the work.

Type - A, "W" : Metal Beam Crash Barrier Replacement of "W" metal beam crash barrier 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, Labour, Hire charges of Machineries and Equipment's with all lead and lifts, loading and unloading charges etc.. Complete as directed as per specification and direction of Engineer in-charge of the work.

Traffic Signages & Other Appurtenant Works MoRTH 806 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 RW/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 cylindrcal 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, to the Engineer. ---- Including cost and conveyance of all materials, Labour, Hire charges of Machineries and Equipment's with all lead and lifts, loading and unloading charges etc.. Complete as directed as per specification and direction of Engineer in-charge of the work.

Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. 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, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Cost of form work is included) ---- Including cost and conveyance of all materials, Labour, Hire charges of Machineries and Equipment's with all lead and lifts, loading and unloading charges etc.. Complete as directed as per specification and direction of Engineer in-charge of the work.

Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. 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, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates (Cost of form work is included) ---- Including cost and conveyance of all materials, Labour, Hire charges of Machineries and Equipment's with all lead and lifts, loading and unloading charges etc.. Complete as directed as per specification and direction of Engineer in-charge of the work.

Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. 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. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ( Cost of form work is included) ---- Including cost and conveyance of all materials, Labour, Hire charges of Machineries and Equipment's with all lead and lifts, loading and unloading charges etc.. Complete as directed as per specification and direction of Engineer in-charge of the work.

Supplying fitting & placing TMT Fe 550 bar reinforcement to super structure complete as per Specifications ---- Including cost and conveyance of all materials, Labour, Hire charges of Machineries and Equipment's with all lead and lifts, loading and unloading charges etc.. Complete as directed as per specification and direction of Engineer in-charge of the work.

Tack coat on Granular surface treated with primer: Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.25 kg/m2 on Granular surface cleaned with mechanical broom ---- Including cost and conveyance of all materials, Labour, Hire charges of Machineries and Equipment's with all lead and lifts, loading and unloading charges etc.. Complete as directed as per specification and direction of Engineer in-charge of the 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. By Mechanical Means using Dozer In area of light jungle ---- Including cost and conveyance of all materials, Labour, Hire charges of Machineries and Equipment's with all lead and lifts, loading and unloading charges etc.. Complete as directed as per specification and direction of Engineer in-charge of the work.