Public Works Department Tender

1.8 - Manual Means - 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 the cost and conveyance of all materials, Curing, cost of labour hire charges of equipment and machinery, all lead and lift, loading and unloading charges, transportation and all other incidental charges etc., complete the work shall be carried out as per standard technical specifications and as per the directions of the Engineer-in-charge of the work.

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) ---- including the cost and conveyance of all materials, Curing, cost of labour hire charges of equipment and machinery, all lead and lift, loading and unloading charges, transportation and all other incidental charges etc., complete the work shall be carried out as per standard technical specifications and as per the directions of the Engineer-in-charge of the work.

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 rollerto achieve the desireddensity. Ref to MoRT&H : IRC - 406 ---- including the cost and conveyance of all materials, Curing, cost of labour hire charges of equipment and machinery, all lead and lift, loading and unloading charges, transportation and all other incidental charges etc., complete the work shall be carried out as per standard technical specifications and as per the directions of the Engineer-in-charge of the work.

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 ---- including the cost and conveyance of all materials, Curing, cost of labour hire charges of equipment and machinery, all lead and lift, loading and unloading charges, transportation and all other incidental charges etc., complete the work shall be carried out as per standard technical specifications and as per the directions of the Engineer-in-charge of the work.

5.33 - 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. Ref to MoRT&H : IRC - 503 ---- including the cost and conveyance of all materials, Curing, cost of labour hire charges of equipment and machinery, all lead and lift, loading and unloading charges, transportation and all other incidental charges etc., complete the work shall be carried out as per standard technical specifications and as per the directions of the Engineer-in-charge of the work.

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 ---- including the cost and conveyance of all materials, Curing, cost of labour hire charges of equipment and machinery, all lead and lift, loading and unloading charges, transportation and all other incidental charges etc., complete the work shall be carried out as per standard technical specifications and as per the directions of the Engineer-in-charge of the work.

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 ---- including the cost and conveyance of all materials, Curing, cost of labour hire charges of equipment and machinery, all lead and lift, loading and unloading charges, transportation and all other incidental charges etc., complete the work shall be carried out as per standard technical specifications and as per the directions of the Engineer-in-charge of the work.

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 ---- including the cost and conveyance of all materials, Curing, cost of labour hire charges of equipment and machinery, all lead and lift, loading and unloading charges, transportation and all other incidental charges etc., complete the work shall be carried out as per standard technical specifications and as per the directions of the Engineer-in-charge of the work.

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 ---- including the cost and conveyance of all materials, Curing, cost of labour hire charges of equipment and machinery, all lead and lift, loading and unloading charges, transportation and all other incidental charges etc., complete the work shall be carried out as per standard technical specifications and as per the directions of the Engineer-in-charge of the work.

Volume-3, P.No 55, Item No 8.7 - 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 the cost and conveyance of all materials, Curing, cost of labour hire charges of equipment and machinery, all lead and lift, loading and unloading charges, transportation and all other incidental charges etc., complete the work shall be carried out as per standard technical specifications and as per the directions of the Engineer-in-charge of the work.

Volume-3, P.No 67, Item No 8.17 - 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-79-2019 and the drawings ---- including the cost and conveyance of all materials, Curing, cost of labour hire charges of equipment and machinery, all lead and lift, loading and unloading charges, transportation and all other incidental charges etc., complete the work shall be carried out as per standard technical specifications and as per the directions of the Engineer-in-charge of the work.

Volume-3, P.No 54, Item No 8.5(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, 3.2 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 equilateral triangle ---- including the cost and conveyance of all materials, Curing, cost of labour hire charges of equipment and machinery, all lead and lift, loading and unloading charges, transportation and all other incidental charges etc., complete the work shall be carried out as per standard technical specifications and as per the directions of the Engineer-in-charge of the work.