Public Works Department Tender

COMMON SR 2023-24,Vol-3, Sl.No. 3.6 ,P.No -17 - 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. 300-2 305 (COMMON SR 2023-24,Vol-3, Sl.No. 3.6 ,P.No -17) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work.

COMMON SR 2023-24, Vol-3 Sl.No.4.17 ,P.No - 26. - 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. (COMMON SR 2023-24, Vol-3 Sl.No.4.17 ,P.No - 26.) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work.

COMMON SR 2023-24, Vol-3, Sl.No.16.28 ,P.No -149 - Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383:2016:, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant, curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. (COMMON SR 2023-24, Vol-3, Sl.No.16.28 ,P.No - 149) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work.

COMMON SR 2023-24, Vol-3 Sl.No.5.1.A.(i), P.No -31 - 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 0.70kg per m2 using mechanical means. 502 (COMMON SR 2023-24, Vol-3 Sl.No.5.1.A.(i), P.No - 31) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work.

COMMON SR 2023-24, Vol-3, Sl.No.5.3.(i), P.No - 31 - Tack coat on Bituminous surface Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom (COMMON SR 2023-24, Vol-3, Sl.No.5.3.(i), P.No - 31) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work.

COMMON SR 2023-24, Vol-3 Sl.No.5.8 -ii (C) P.No 30 - Bituminous Macadam Grading - II for traffic less than 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 (COMMON SR 2023-24, Vol-3 Sl.No.5.8 -ii (C) ,P.No - 30) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work.

COMMON SR 2023-24, Vol-3 Sl.No. 5.31, P.No - 43 - Semi Dense Bituminous Concrete Providing and laying Semi Dense Bituminous Concrete with40/60 TPH capacity hot mix plant batch type using crushedaggregates 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. IRC-37: 2018 (COMMON SR 2023-24, Vol-3 Sl.No. 5.31, P.No - 43) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work.

COMMON SR 2023-24, Vol-3 Sl.No. 8.7 ,P.No - 65 - Direction and Place Identification Signs upto 0.9 m2 Size Board. 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 35x 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 60cm, 60 cm below ground level as per approved drawing (COMMON SR 2023-24, Vol-3 Sl.No. 8.7 ,P.No - 65) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work.