Public Works Department Tender

Item Code : 1.14, Vol -1 Item Description : Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated 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 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work

1219 3818 RCC pipe NP3 1000 mm dia & 2.5 M long m

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( sl no4.2 vol 3) For Grading -II Material m3

Item Code : (MoRTH Sec 503 vol 3 page 145) Item Description : Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.20 kg/m2 on the preparedbituminous surface cleaned with mechanical broom(MoRTH Sec 503 vol 3 page 145)

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 0.90 kg per m2 using mechanical means. Volume-3 p.No 29 I.No 5.1

|Item Code : (vol 3 sl 5.8c pag no 31) Item Description : 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 (vol 3 sl 5.8c pag no 31)

Item Code : (21-Aother items Item No 1)( Item Description : 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 tosite, laid over a previously prepared surface with mechanicalpaver finisher to the required grade, level and aligment androlled as per MoRTH V revision.(21-Aother items Item No 1)

Item Code : Sl.no.2.1.2, Volume-1 USR of 2021-22 Item Description : Item Code : Sl.no. 2.1.2, Volume - 1 USR of 2021-22 Item Description : Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates

Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement to be paid separately) & providing, removing form work etc..Sl.no. 2.2.1.1, Volume - 1

Item Code : 20.29 vol 3 Item Description : Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any othertype as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum sizeof coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity andappropriate 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 asper drawing), spreading the concrete with shovels, rakes,compacted using needle, screed and plate vibrators andfinished in continuous operation including construction joints, , primer, sealant , curing of concrete slabs for 14- days, and water finishing to lines and grade as per drawingand 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

Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) 2.1.4 Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates

Item Code : sl.no. 9.3 vol 3 Item Description : Item Code : sl.no. 9.3 vol 3 Item Description : Supplying, Fitting and Placing TMT Fe 500 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications. SL.No. 9.3, vol - 3