Public Works Department Tender

5.31 - 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. ---- including cost and conveyance of all materials all lead and lift, loading and unloading, hire charges of machinery and equipments, transportation charges labour charges and all other incidental charges etc., complete as per standard technical detailed specification and as per approved design and drawing and directions of the Engineer in charge of the work.

2.5.2 - Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Rates are including formwork charges) ---- including cost and conveyance of all materials all lead and lift, loading and unloading, hire charges of machinery and equipments, transportation charges labour charges and all other incidental charges etc., complete as per standard technical detailed specification and as per approved design and drawing and directions of the Engineer in charge of the work.

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. ---- including cost and conveyance of all materials all lead and lift, loading and unloading, hire charges of machinery and equipments, transportation charges labour charges and all other incidental charges etc., complete as per standard technical detailed specification and as per approved design and drawing and directions of the Engineer in charge of the work.

2.2.3 - Providing and laying in position Cement Concrete for all Foundation works.The granite/trap/basalt crushed graded coarse aggregates and fine aggregatesas per relevant IS Codes machine mixed with super plasticizers laid in finishedlayers, well compacted using needle vibrators, including all lead & lifts, costof all materials, quality confirming to the requirements of relevant IS codes,labour, Usage charges of machinery, curing and all the other appurtenancesrequired to complete the work as per technical specifications M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Rates are including formwork charges) ---- including cost and conveyance of all materials all lead and lift, loading and unloading, hire charges of machinery and equipments, transportation charges labour charges and all other incidental charges etc., complete as per standard technical detailed specification and as per approved design and drawing and directions of the Engineer in charge of the work.

1.23 - Providing and Filling in foundation with granite / trap broken metal 100mm. anddown size & with approved sand including hand packing, ramming, watering,including cost of all materials and labour with all lead and lift complete as perspecifications. ---- including cost and conveyance of all materials all lead and lift, loading and unloading, hire charges of machinery and equipments, transportation charges labour charges and all other incidental charges etc., complete as per standard technical detailed specification and as per approved design and drawing and directions of the Engineer in charge of the work.

5.9(ii)C - 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 at 3.3 percentage 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 ---- including cost and conveyance of all materials all lead and lift, loading and unloading, hire charges of machinery and equipments, transportation charges labour charges and all other incidental charges etc., complete as per standard technical detailed specification and as per approved design and drawing and directions of the Engineer in charge of the work.

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. (Royalty shall be recovered @ Rs. 60.00/m3) ---- including cost and conveyance of all materials all lead and lift, loading and unloading, hire charges of machinery and equipments, transportation charges labour charges and all other incidental charges etc., complete as per standard technical detailed specification and as per approved design and drawing and directions of the Engineer in charge of the work.

5.10(i) - Prime Coat over WMM/WBM (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/m2 using mechanical means. ---- including cost and conveyance of all materials all lead and lift, loading and unloading, hire charges of machinery and equipments, transportation charges labour charges and all other incidental charges etc., complete as per standard technical detailed specification and as per approved design and drawing and directions of the Engineer in charge of the work.

2.4.3 - Providing and laying in position Cement Concrete for all Sub structures ofbuilding, Irrigation works, Sub structure works of bridges, Drain works &other parallel works from 0.50m to 3.50 m height. The granite/trap/basaltcrushed graded coarse aggregates and fine aggregates as per relevant ISCodes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, includingall lead & lifts, cost of all materials of quality, confirming to the requirementsof relevant IS codes, labour, Usage charges of machinery, curing and all otherappurtenances required to complete the work as per technical specifications M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Rates are including formwork charges) ---- including cost and conveyance of all materials all lead and lift, loading and unloading, hire charges of machinery and equipments, transportation charges labour charges and all other incidental charges etc., complete as per standard technical detailed specification and as per approved design and drawing and directions of the Engineer in charge of the work.

2.11 (II) - RECONSTRUCTION OF BOX CULVERT Dismantling of existing structures like culverts, bridges, retainingwalls and other structure comprising of masonry, cement concrete,wood work, steel work, includingT&Pandscaffoldingwherevernecessary, sorting the dismantled material, disposal of unserviceablematerial and stacking the serviceable material with all lifts and lead (iv) Dismantling Stone Masonry ---- including cost and conveyance of all materials all lead and lift, loading and unloading, hire charges of machinery and equipments, transportation charges labour charges and all other incidental charges etc., complete as per standard technical detailed specification and as per approved design and drawing and directions of the Engineer in charge of the work.

1.14.1 - Earth work excavation for Foundation by mechanical means for all works &depth upto 3 m, as per drawing and technical specifications, including settingout, shoring, strutting, barricading, caution lights, including dressing ofexcavated surfaces, disposing off or levelling the excavated earth or sorting& stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5m including cost of labour, tools, usage of machinery & other appurtenacesrequired to complete the work 1.14.1Mechanical Means In all kinds of soils Depth upto 3 m ---- including cost and conveyance of all materials all lead and lift, loading and unloading, hire charges of machinery and equipments, transportation charges labour charges and all other incidental charges etc., complete as per standard technical detailed specification and as per approved design and drawing and directions of the Engineer in charge of the work.

12.4 (A) - Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laiddown in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soiland bigger size towards the wall and provided over the entiresurface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawingand Technical Specification. ---- including cost and conveyance of all materials all lead and lift, loading and unloading, hire charges of machinery and equipments, transportation charges labour charges and all other incidental charges etc., complete as per standard technical detailed specification and as per approved design and drawing and directions of the Engineer in charge of the work.

4.2(v) - Granular Sub-base - 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 ---- including cost and conveyance of all materials all lead and lift, loading and unloading, hire charges of machinery and equipments, transportation charges labour charges and all other incidental charges etc., complete as per standard technical detailed specification and as per approved design and drawing and directions of the Engineer in charge of the work.

2.1.2 - Providing and laying in position Cement Concrete for levelling course forall works in foundation. The granite/trap/basalt crushed graded coarseaggregates and fine aggregates as per relevant IS Codes machine mixed, laid inlayers not exceeding 150 mm thickness, well compacted using plate vibrators,including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete thework as per technical specifications.Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates ---- including cost and conveyance of all materials all lead and lift, loading and unloading, hire charges of machinery and equipments, transportation charges labour charges and all other incidental charges etc., complete as per standard technical detailed specification and as per approved design and drawing and directions of the Engineer in charge of the work.