Public Works Department Tender

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.PCC Grade M-15 using batching plant & manual placing.As per MORTH Data Book & Specification clause 15.11(1500,1700&2100) case -II

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.RCC Grade M-25 using batching plant,Transt Mixture & Concrete Pump.As per MORTH Data Book & Specification clause15.11(E)case -I

Plain/Reinforced Cement Concrete for wall & slab etc. complete as per Drawing and Technical Specifications.RCC Grade M-25 using batching plant,Transt Mixture & Concrete Pump.As per MORTH Data Book & Specification clause 15.12(1500,1700&2100) B

Providing and laying Rainforced Cement concrete M-40 grade complete as per drawing and Technical Specifications.RCC Grade M-40 using Batching Plant ,Transit Mixture & Concrete Pump.As per MORTH Data Book & Specification clause 15.12 E

Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications.As per MORTH Data Book & Specification clause 15.18

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. As per MORTH Data Book & Specification clause 15.13(1600)

Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.As per MORTH Data Book & Specification clause 15.24(710.1.4 of IRC -78 & 2504.2)

Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications.As per MORTH Data Book & Specification clause 15.14(2706&2200)

Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification.As per MORTH Data Book & Specification clause 16.05-2504

Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications.As per MORTH Data Book & Specification clause 16.04-2504

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC (M 20)

Construction of granular sub-base by providing close graded material, 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.As per MORTH Data Book & Specification clause 4.01-401

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 grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means.As per MORTH Data Book & Specification clause 5.01-502 A(I)

Providing and applying tack coat with bitumen VG10 using Bitumen pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with air compressor.As per MORTH Data Book & Specification clause 5.02-503(II)

Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects.

Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects

Construction of Subgrade and Earthen Shoulders with Material with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.

Road Delinator Providing and fixing of standard metal Delineator as per IRC 79 -2019 consisting of minimum Retro reflactive unit exposed area of 330 sqcm in white colour,full cube corner micro prismatic non metallic retroreflective sheeting on each side conforming with IRC 67-2012 and meeting the cofficient of retro reflection value as per ASTM D 4956 type XI table specification ,The Delineator shall be painted with powder coat of minimum 40 micron thickness, on top of which Retro reflective sheeting shall be pasted on both side.The structure shall be manufactured in roll forming process and shall have height not less than 800 mm above the ground ,width not less than 100mm and shall extend not more than 300mm below the ground while being installed .The front and back face of the Delineators should be curved with radius of not more than 200mm & width delta angle (or central angle of curve) laying between 20 Degree & 30 Degree ,to increase the visibility of the Delineator for vehicals moving in continous curves. The Delineator shall have grooves acroos the length to make the Reflective sheets bundel -proof . The Retroreflactive sheeting shall be tested for 3 year weathering test in indian condition as per IRC 67-2012 & proof of the same in form of Government report shall be uploded which Quoting tender. If some how tender pre qualification condition do not ask for government report than the report shall be submitted to Engineer -in -charge before finilization of bill .The deleneator is ment for application on gaps in median ,traffic island ,dangerous bends ,round about ,narrow brides etc.Or as desired by site Engineer.

Laying 1000 mm dia Np3 pipe for diversion of water.

Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.As per MORTH Data Book & Specification clause 3.16-3.5