Public Works Department Tender

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. Ref to MoRT&H : IRC - 504 ---- with all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work. (Exclusive of GST)

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 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. Ref to MoRT&H : IRC - IRC-37:2018 ---- with all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work. (Exclusive of GST)

1.7 - Manual Means - Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded with desired compaction. (Royalty shall be recovered @ Rs. 60.00/m³) ---- with all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work. (Exclusive of GST)

8.6.A.xii - Retro-Reflectorised Traffic Signs - Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 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:67:2022. - 60 cm x 45 cm rectangular. Ref to MoRT&H : IRC - 801 ---- with all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work. (Exclusive of GST)

8.43 - Supplying and Fixing of Molded Shank Raised Pavement Markers / Cats 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 manufacturers 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. Ref to MoRT&H : IRC - MoRTH 806 ---- with all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work. (Exclusive of GST)

3.5 - Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead. Ref to MoRT&H : IRC - 305.4.3 ---- with all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work. (Exclusive of GST)

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/m2 using mechanical means. Ref to MoRT&H : IRC - 502 ---- with all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work. (Exclusive of GST)

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. Ref to MoRT&H : IRC - 305 ---- with all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work. (Exclusive of GST)

8.15 - 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. Ref to MoRT&H : IRC - 803 ---- with all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work. (Exclusive of GST)

8.29.i - Cable Duct Across the Road - Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:98-1997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings. - Single row for one utility service ---- with all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work. (Exclusive of GST)

4.1.A.v - Granular Sub-Base - Plant Mix Method - 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, complete as per clause 401 - For Grading -V Material. Ref to MoRT&H : IRC - 401 ---- with all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work. (Exclusive of GST)

8.16.i - Kilometre Stone - Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc - 5th kilometre stone (precast). Ref to MoRT&H : IRC - 805 ---- with all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work. (Exclusive of GST)

8.16.ii - Kilometre Stone - Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc - Ordinary kilometer stone (precast). Ref to MoRT&H : IRC - 805 ---- with all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work. (Exclusive of GST)

8.16.iii - Kilometre Stone - 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). Ref to MoRT&H : IRC - 805 ---- with all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work. (Exclusive of GST)

8.6.A.iii - Retro-Reflectorised Traffic Signs - Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 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:67:2022. - 75 cm equilateral triangle. Ref to MoRT&H : IRC - 801 ---- with all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work. (Exclusive of GST)

2.10.iv.b - Dismantling of Structures - Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead - Dismantling Stone Masonry - By Manual Means - Rubble stone masonry in cement mortar. ---- with all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work. (Exclusive of GST)

5.4 - Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) ---- with all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work. (Exclusive of GST)

2.1.6 - Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. - Mix 1:2:4 Using 20 mm nominal size graded crushed coarse aggregates ---- with all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work. (Exclusive of GST)

8.19.1 - Providing Flush/ Ruled pointing: Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) after raking joints to depth nicely lin- ing, including cost of materials, labour, curing as per specifications and as per directions of Engineer-in-charge. ---- with all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work. (Exclusive of GST)

8.10 - Painting Two Coats on New Concrete Surfaces - Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces. Ref to MoRT&H : IRC - 803 ---- with all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work. (Exclusive of GST)

5.4.ii - Tack coat on Granular surface treated with primer - Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on Granular Surface. Ref to MoRT&H : IRC - 503 ---- with all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work. (Exclusive of GST)