Public Works Department Tender

VOL-1,PG.NO:16,I.NO:2.2.3 - Providing and laying in position 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- 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 specification and direction of Engineer in-charge of the work.

VOL-1,PG.NO:16,I.NO:2.4.3 - Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 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, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of 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 ---- 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 specification and direction of Engineer in-charge of the work.

VOL-1,P.NO:16,I.NO:2.4.3 - Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 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, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of 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 ---- 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 specification and direction of Engineer in-charge of the work.

VOL-1,PG.NO:18,I.NO:2.11h - Steel Fabrication Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. All other type of structures ---- 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 specification and direction of Engineer in-charge of the work.

VOL-3,PG.NO:117,I.NO:12.4 - 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. ---- 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 specification and direction of Engineer in-charge of the work.

VOL-3,PG.NO:117,I.NO:12.1 - 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 ---- 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 specification and direction of Engineer in-charge of the work.

VOL-3,PG.NO:117,I.NO:12.3A - Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification Granular material ---- 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 specification and direction of Engineer in-charge of the work.

vol-3,pg.no:121,i.no:13.2A - Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (Batching Plant) ---- 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 specification and direction of Engineer in-charge of the work.

VOL-3,PG.NO:129,I.NO:14.4A - 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 Stone/Boulder ---- 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 specification and direction of Engineer in-charge of the work.

VOL-3,PG.NO:121,I.NO:13.7 - Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification ---- 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 specification and direction of Engineer in-charge of the work.

VOL-3,PG.NO:121,I.NO:13.5 - Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical SpecificationsConstruction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications ---- 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 specification and direction of Engineer in-charge of the work.

VOL-1,PG.NO:7,I.NO: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. ---- 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 specification and direction of Engineer in-charge of the work.

VOL-3,PG.NO:26,I.NO: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 roller to achieve the desired density ---- 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 specification and direction of Engineer in-charge of the work.

VOL-3,PG.NO:50,I.NO:6.5 - Pavement Quality M30 grade Concrete (RMC) with OPC & GGBS laid using Paver Construction of M30 Grade un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with OPC @ 270 kg/m3 and GGBS@ 90 kg/m3 , coarse and fine aggregate conforming to IS 383:2016, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design transported to site, laid with a paver finisher, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures, curing compound, steel channels, finishing to lines and grades as per drawing. ---- 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 specification and direction of Engineer in-charge of the work.