Public Works Department Tender

3.4.ii - Scarifying Existing Granular Surface to a Depth of 50 mm by Mechanical Means using Hydraulic excavator. Ref to MoRT&H : IRC - 305.4.3 ---- All the items in the tender include all lead, lifts, loading unloading, transportation, labour, hire charges of machinery curing forconcrete works, cost and conveyance of all material and all other such incidental charges necessary for successful completionof works as per the detailed technical specification and direction of Engineer in charge of this 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 ---- All the items in the tender include all lead, lifts, loading unloading, transportation, labour, hire charges of machinery curing forconcrete works, cost and conveyance of all material and all other such incidental charges necessary for successful completionof works as per the detailed technical specification and direction of Engineer in charge of this work

4.2.B.v - Granular Sub-Base - By Mix in Place Method - Construction of Granular Sub-Base of required 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 - For Grading -V Material. Ref to MoRT&H : IRC - 401 ---- All the items in the tender include all lead, lifts, loading unloading, transportation, labour, hire charges of machinery curing forconcrete works, cost and conveyance of all material and all other such incidental charges necessary for successful completionof works as per the detailed technical specification and direction of Engineer in charge of this 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 ---- All the items in the tender include all lead, lifts, loading unloading, transportation, labour, hire charges of machinery curing forconcrete works, cost and conveyance of all material and all other such incidental charges necessary for successful completionof works as per the detailed technical specification and direction of Engineer in charge of this 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 ---- All the items in the tender include all lead, lifts, loading unloading, transportation, labour, hire charges of machinery curing forconcrete works, cost and conveyance of all material and all other such incidental charges necessary for successful completionof works as per the detailed technical specification and direction of Engineer in charge of this 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 ---- All the items in the tender include all lead, lifts, loading unloading, transportation, labour, hire charges of machinery curing forconcrete works, cost and conveyance of all material and all other such incidental charges necessary for successful completionof works as per the detailed technical specification and direction of Engineer in charge of this 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 ---- All the items in the tender include all lead, lifts, loading unloading, transportation, labour, hire charges of machinery curing forconcrete works, cost and conveyance of all material and all other such incidental charges necessary for successful completionof works as per the detailed technical specification and direction of Engineer in charge of this work

5.20.i - Close Graded Premix Surfacing/Mixed Seal Surfacing - Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm (Type-A) or 13.2 mm to 0.09 mm (Type-B) aggregates using VG- 30 bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix plant of capacity not less than 40/60 TPH, laying and rolling with a Smooth wheeled roller finishing to required level and grade. - Type - A. Ref to MoRT&H : IRC - 508 ---- All the items in the tender include all lead, lifts, loading unloading, transportation, labour, hire charges of machinery curing forconcrete works, cost and conveyance of all material and all other such incidental charges necessary for successful completionof works as per the detailed technical specification and direction of Engineer in charge of this work

1.7 Vol-1 - 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) ---- All the items in the tender include all lead, lifts, loading unloading, transportation, labour, hire charges of machinery curing forconcrete works, cost and conveyance of all material and all other such incidental charges necessary for successful completionof works as per the detailed technical specification and direction of Engineer in charge of this work