Public Works Department Tender

Code 4.2 v - 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 By Mix in Place Method For Grading V Material PWD SR 2023-24 Volume 3 Pg no .23 Item Code 4.2 v ---- including cost and conveyance of all materials. labour, hire charges of machineries and equipments with all lead and lifts, loading and unloading charges etc... complete as directed as per the specification and direction of Engineer-in-charge of the work and all item rates

Code 16.29 - Providing and Fixing Informatory Sign Board of State Highway Development Project Providing and fixing of typical informatory sign board with Logo for State Highway Development Project as per specifications and drawing. i The board will be a composite unit consisting of three plates of Aluminium Composite Materials ACM material specifications as per Clause 1701.3.7. The top most platewill be in diamond shape of 600mm x 600 mm size riveted over welded M.S. angle iron frame of 25 mm x 25mm x 5 mm size on back on edges. The middle plate will be 1200 mm x 150 mm size riveted over welded M.S. angle iron frame of 25mm x 25mmx 5 mm size on back on edges. The main lower most plate will be 1500 mm x 600 mm size riveted over welded M.S. angle iron frame of 25 mm x 25 mm x 5 mm size. Welding of all the sheets over angle iron frame will be done neatly to have plain surface on one side. The angle iron frames of the lower most plate and the middle plate will be welded to two No. 75 mm x 75 mm 12 SWG sheet tubes posts placed at 1125 mm apart centre to centre. The top of the middle plate will be flushed with the top of 75 mm dia medium steel tube posts and these posts will be embedded in cement concreteM15 grade blocks of 450 mm x 450 mm x 600 mm below ground level. The height of bottom of the lower most plate will be 1200 mm from normal ground level and the bottom of middle plate will be 100 mm above the top level of the lower most plate. The diamond shaped plate mounted over angle iron frame will be connected to middle plate by square medium steel section of 47 mm x 47 mm thickness 12 SWG having a spacing of 100 mm between the diamond shaped plate and middle plate and this square section will be welded to the bottom point of the diamond shaped plate. ii The lettering and borders etc. of middle and bottom PWD SR 2023 24 Volume 3 Pg no .150 Item Code 16.29 ---- including cost and conveyance of all materials. labour, hire charges of machineries and equipments with all lead and lifts, loading and unloading charges etc... complete as directed as per the specification and direction of Engineer-in-charge of the work and all item rates

Code 2.5 - Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness.(ii) By Mechanical Means using Dozer (A) In area of light jungle ---- including cost and conveyance of all materials. labour, hire charges of machineries and equipments with all lead and lifts, loading and unloading charges etc... complete as directed as per the specification and direction of Engineer-in-charge of the work and all item rates

Code 4.17 - 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. PWD SR 2023-24 Volume 3 Pg no .26 Item Code 4.17 ---- including cost and conveyance of all materials. labour, hire charges of machineries and equipments with all lead and lifts, loading and unloading charges etc... complete as directed as per the specification and direction of Engineer-in-charge of the work and all item rates

Code 5.1A i - 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. PWD SR 2023-24 Volume 3 Pg no .31 Item Code 5.1A i ---- including cost and conveyance of all materials. labour, hire charges of machineries and equipments with all lead and lifts, loading and unloading charges etc... complete as directed as per the specification and direction of Engineer-in-charge of the work and all item rates

Code 5.3 - 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. PWD SR 2023-24 Volume 3 Pg no .31 Item Code 5.3 ---- including cost and conveyance of all materials. labour, hire charges of machineries and equipments with all lead and lifts, loading and unloading charges etc... complete as directed as per the specification and direction of Engineer-in-charge of the work and all item rates

Code 5.12 C - Dense Graded Bituminous Macadam Grading - II for trafficLesser than20 MSAProviding and laying Dense Graded Bituminous Macadam with40/60 TPH capacity HMP using crushed aggregates of specifiedgrading, premixed with bituminous binder VG-30, @ 4.5 per centby weight of total mix and filler, transporting the hot mix to worksite, laying with mechanical paver finisher to the required grade,level and alignment, rolling with smooth wheeled, vibratory andtandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. PWD SR 2023-24 Volume 3 Pg no .35 Item Code 5.12 C ---- including cost and conveyance of all materials. labour, hire charges of machineries and equipments with all lead and lifts, loading and unloading charges etc... complete as directed as per the specification and direction of Engineer-in-charge of the work and all item rates

Code 5.16 C - Bituminous Concrete Grading II for traffic Lesser than20 MSAProviding and laying Bituminous Concrete with 40/60 TPHcapacity hot mix plant using crushed aggregates of specifiedgrading, premixed with bituminous binder VG-30, @ 5.4 percent of mix and filler, transporting the hot mix to work site,laying with mechanical paver finisher to the required grade,level and alignment, rolling with smooth wheeled, vibratory andtandem rollers to achieve the desired compaction as per MORTHspecification clause No. 507 complete in all respects. PWD SR 2023-24 Volume 3 Pg no .38 Item Code 5.16 C ---- including cost and conveyance of all materials. labour, hire charges of machineries and equipments with all lead and lifts, loading and unloading charges etc... complete as directed as per the specification and direction of Engineer-in-charge of the work and all item rates

Code 5.22 - Mastic Asphalt Providing and laying 25 mm thick mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-29, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated fine grained hard stone chipping of 13.2 mm nominal size at the rate of 0.005 m3 per 10 m2 and at an approximate spacing of 100 mm c/c in both directions, pressed into surface when the temperature of surfaces is not less than 1000 degrees Centigrade, protruding 1 mm to 4 mm over mastic surface, all complete as per clause 516 ---- including cost and conveyance of all materials. labour, hire charges of machineries and equipments with all lead and lifts, loading and unloading charges etc... complete as directed as per the specification and direction of Engineer-in-charge of the work and all item rates

1.8 - 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 (COMMON SR 2023-24, Vol-1, SI.No. 1.8, P.No - 7) ---- including cost and conveyance of all materials. labour, hire charges of machineries and equipments with all lead and lifts, loading and unloading charges etc... complete as directed as per the specification and direction of Engineer-in-charge of the work and all item rates

1.7 - 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. (COMMON SR 2023-24, Vol-1, SI.No. 1.7, P.No - 7) ---- including cost and conveyance of all materials. labour, hire charges of machineries and equipments with all lead and lifts, loading and unloading charges etc... complete as directed as per the specification and direction of Engineer-in-charge of the work and all item rates

2.8(ii) - 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, By Mechanical Means. A. Cement Concrete Grade M-15 & M-20 (COMMON SR 2023-24, Vol-3 Sl.No. 2.8 (ii), A ,P.No - 10) ---- including cost and conveyance of all materials. labour, hire charges of machineries and equipments with all lead and lifts, loading and unloading charges etc... complete as directed as per the specification and direction of Engineer-in-charge of the work and all item rates

10.5 - Filling Pot-holes and Patch Repairs with Bituminous concrete, 40mm (using VG-30 Grade Bitumen) Filling Pot-holes and Patch Repairs with Open-GradedPremix surfacing, 20mm (using VG-30 Grade Bitumen) - Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 510 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 COMMON SR 2023-24, V-3,Pg. No. 91 I. No.10.5 ---- including cost and conveyance of all materials. labour, hire charges of machineries and equipments with all lead and lifts, loading and unloading charges etc... complete as directed as per the specification and direction of Engineer-in-charge of the work and all item rates