Public Works Department Tender

16.8.b - Surface Drains in Soil - Construction of unlined surface drains of average cross- sectional area 0.40 m2 in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. - Mechanical Means. Ref to MoRT&H : IRC - 307 ---- Item including cost and conveyance of of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work

1.7 - Manual Means - 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) ---- Item including cost and conveyance of of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work

1.8 - Manual Means - 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. ---- Item including cost and conveyance of of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work

4.2.B.v - Granular Sub-Base - By Mix in Place Method - 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 - For Grading -V Material. Ref to MoRT&H : IRC - 401 ---- Item including cost and conveyance of of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work

4.17 - 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 rollerto achieve the desireddensity. Ref to MoRT&H : IRC - 406 ---- Item including cost and conveyance of of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work

16.28 - 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. Ref to MoRT&H : IRC - 1501 ---- Item including cost and conveyance of of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work

3.6 - 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. Ref to MoRT&H : IRC - 305 ---- Item including cost and conveyance of of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work

8.29.i - Cable Duct Across the Road - Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:98-1997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings. - Single row for one utility service ---- Item including cost and conveyance of of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work

1.14.1 - Mechanical Means - 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. In all kinds of soils Depth upto 3 m ---- Item including cost and conveyance of of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work

2.1.3 - Providing and laying in position 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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. - Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates ---- Item including cost and conveyance of of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work

2.3.1 - Providing and laying in Cement Concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. 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, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. - M 20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- Item including cost and conveyance of of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work

8.17 - Road Delineators - Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79-2019 and the drawings. Ref to MoRT&H : IRC - 806 ---- Item including cost and conveyance of of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work

8.18 - Boundary pillar / Guard Stone - Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting. Ref to MoRT&H : IRC - 807 ---- Item including cost and conveyance of of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work

8.7 - Direction and Place Identification Signs upto 0.9 m2 Size Board. - Providing and erecting direction and place identification retro- reflectorised sign as per IRC:67:2022 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 35 x 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 60 cm, 60 cm below ground level as per approved drawing. Ref to MoRT&H : IRC - 801 ---- Item including cost and conveyance of of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work