Public Works Department Tender

Vol-3, P.No. 16, Sl.No. 3.11 - Preparation and Surface Treatment of Formation. Preparation and surface treatment of formation by removing mud and slurry, watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade, profile and rolling with 8-10 t smooth wheeled roller, complete as per clause 310. ---- including cost of all materials, labor ,HOM,l

Vol-1, P.No. 7, Sl.No. 1.7 - Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter 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 appurtenances required to complete the work. In all kinds of soils upto 300 mm depth ---- including cost of all materials, labor ,HOM,l

Vol-1, P.No. 8, Sl.No. 1.12 - 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 appurtenances required to complete the work. ---- including cost of all materials, labor ,HOM,l

Vol-3 ,P.No. 15, Sl.No. 3.6 - Construction of Subgrade and Earthen Shoulders 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 of all materials, labor ,HOM,l

Vol-3 , P.No. 19, Sl.No. 4.2 B (V) - Construction of Granular Sub-Base Construction of Granular Sub-Base of equired grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401, (v) For Grading -V Material ---- including cost of all materials, labor ,HOM,l

Vol-3 , P.No. 26, Sl.No. 4.17 - Wet Mix Macadam (Plant mix method Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. ---- including cost of all materials, labor ,HOM,l

Vol-3 ,P.No. 29, Sl.No. 5.1 A (i) - Prime Coat over WMM/WBM 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 0.70 kg per m2 using mechanical means. ---- including cost of all materials, labor ,HOM,l

Vol.3 ,P.No. 43, Sl.No. 5.32 - Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom ---- including cost of all materials, labor ,HOM,l

Vol-3 , P.No. 33, Sl.No. 5.8 (ii) C - Bituminous Macadam Grading - II for traffic 20 MSA 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 of all materials, labor ,HOM,l

Vol-3 , P.No. 43, Sl.No. 5.31 - Semi Dense Bituminous Concrete Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading remixed 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 of all materials, labor ,HOM,l

Vol.3 (P.No.74, Sl.No. 8.43 ) MoRTH - 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 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, to the Engineer. ---- including cost of all materials, labor ,HOM,l

Vol.3 (P.No. 64, Sl.No. 8.5 A (IV) - Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 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, 3.2mm 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:67:2022.60 cm equilateral triangle ---- including cost of all materials, labor ,HOM,l

Vol-3, P No-69, S No-8.25(i) - Metal Beam Crash Barrier-type - A, "W" : Metal Beam Crash Barrier- 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 of all materials, labor ,HOM,l

Vol-3 ,P.No. 57, Sl.No. 8.19 - Boundary pillar Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting ---- including cost of all materials, labor ,HOM,l

Vol 3,Pg no 56,Sl.no 8.10 (803) - Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces (Vol -3, Pg no-56, Slno-8.10 (803)) ---- including cost of all materials, labor ,HOM,l