Construction of an approach road from Luhari Khachpada to Umariyapada (Forest area) (1st call)

Amount

Earthwork for embankment including breaking clods dressing with all lead lift (including watering and consolidation ) from borrow area within 0.50 KM lead (executed with mechanised efforts/machinaries)

Earthwork in cutting in all sort of soil and soft murrum including converying and spreading the stuff embankment as and where directed within 200meter from the end of cutting with all required lead and lift (including watering and rolling)

Supply and stacking of graded stone aggregate of following sizes for WBM road crushed stone aggregate for hard quality upto 63mm size including royalty carriage at site of work including filling of measure boxes as directed by engineer incharge etc complete

Supply and stacking of murrum including royalty and carriage at site of work including filling measure boxes as directed by engineer incharge etc complete

Spreading the stone aggregate for rolling and WBM including filling the intersectices to required camber and gradient (excluding spreading of blindage 40 to 63mm size aggregate)

Spreading blindage on road crust filling the gaps in metal and levelling to camber and gradient as directed Murrum

Providing, laying, spreading and compacting specified graded stone aggregates Using machine crushed metal 40mm to 63mm size at a rate of 0.50 Cu.mt./10 Sq.mt. 22.4mm to 40mm Machine crushed blast trap metal at a rate of 0.25 Cu.mt./10 Sq.mt., 5.60mm to 22.4mm Machine Crushed metal at a rate of 0.75 Cu.mt./10 Sq.mt. and natural sand having 5.60mm to 75mm micron to be used a rate of 1.80 Cu.mt./10 Sq.mt. in sub base course 0.25 Cm. thick including premixing the material at OMC in mechanical mixture including carriage of mix material by tipper to at site of work, spreading in uniform in two layer with motor grader for sub-base & compacting with vibratory roller to achieve the desired density (as per design and mix determined density) including all require materials, labour machinery, lighting, guarding, barricading etc. complete as per most specification and as directed by Engineer in charge.

Providing, laying spreading Wet Macadam(300mm) thick in base course by mechanical mean and compacted graded stone aggregates by using 40mm machine crushed black trap metal at a rate of 0.40Cu.mt/10Sq.mt, 20mm nominal size machine crushed metal to be used at a rate of 1.35Cu.mt/10Sq.mt, 10mm nominal size machine crushed metal to be used at a rate of 1.20Cu.mt/10Sq.mt coarse sand to be used at a rate of 0.60Cu.mt/10Sq.mt and stone dust to be used at a rate of 0.40Cu.mt/10Sq.mt to wet mix design specification including pre-mixing the material with water to OMC in mechanical mixture (wet mix macadam plant) including carriage of mix material by tipper to the site of work etc. complete as per Most specification and directed by engineer-in-charge.

Providing and laying 50mm thick compacted I.e 70mm Lean bituminous macadam with tack coat at 5.00kg/10sq.mt using stone chips as per gradation, VG-30 (60/70) asphalt at the rate of 3.50% by weight of aggregates by hot mix hot laid process including providing and operating required plant machinery cost of fuel and lubricant, labour, consolidation charges, cleaning the surface etc. in requires grade and chamber etc. complete

Providing and laying 40mm thick compacted I.e 55mm looose Bituminious macadam with tack coat at 5.00kg/10sq.mt using stone chips as per gradation and VG-30 (60/70) asphalt at the rate of 4.0% by weight of aggregates by hot mix hot laid process including consolidation, providing and operating required plant machinery, cost of fuel lubricant, labour charges, cleaning the etc. in requires grade and chamber tec. Complete

Providing and Laying 20mm thick compacted Mixed Seal Surfacing Macadam using stone aggregate as per gradation by hot mix hot laid process using the binder VG-30 (60/70) penetration bitument at the rate of 5.00% by weight of aggregate including consolidation, providing and operating plant and machinery cost of fuel, oil, lubricants labour charges and cleaning the surface etc.in required gradeamd camber including laying the tack coat at the rate of 2.5 Kg/10 Sq.mt. etc. complete.

Providing and laying asphalt painting on paver surface with VG-30 (60/70) penetration bitumenat the rate of 7.5kg/10 sq.mt. and spreading of stone dust on painted surface at therate of 0.08 cu.mt./10 sq.mt. including cleaning etc. complete

Excavation for foundation upto 1.50m depth including sorting out and stacking useful materials and disposing off the excavated stuff upto 50 meter lead A loose or soft soil.

Excavation for foundation upto 1.5 m depth including sorting out and stacking of useful materials and disposing off the excavated stuff upto 50 Meter lead.(E)Hard Rock

Providing and laying cement concrete 1:3:6 (1 cement :3 coarse sand :6 hand borken aggregate 40mm nominal size) and curing complete excluding cost of formwork in [A] Foundation and Plinth (more than 10 ton)

Providing and laying ordinary cement concrete 1:1.5:3 ( 1 cement :1.5 coarse sand : 3 graded stone aggregate 20mm nominal size) and curing complete excluding cost of formwork and reinforcement for reinforced concrete work in foundation footing base column and mass concrete in wall

Providing TMT bar FE 415 reinforcement for RCC work including bending binding and placing in position complete upto floor two level (upto 10 ton)

Supplying and fixing reinforced concrete heavy duty non pressure pipes with collar for culverts carrying heavy traffice as per IS 458-1991 specifications including setting the pipes in CM 1:2 watering and laying (to level or slope) of class Np3 of following internal diameter 600mm dia (more than 10 ton)

Supplying and fixing reinforced concrete heavy duty non pressure pipes with collar for culverts carrying heavy traffice as per IS 458-1991 specifications including setting the pipes in CM 1:2 watering and laying (to level or slope) of class Np3 of following internal diameter 900mm dia (more than 10 ton)

Supplying and fixing reinforced concrete heavy duty non pressure pipes with collar for culverts carrying heavy traffice as per IS 458-1991 specifications including setting the pipes in CM 1:2 watering and laying (to level or slope) of class Np3 of following internal diameter 1200mm dia (more than 10 ton)

Providing and fixing PVC pipes 6kgf/sq.cm 110mm diameter for weep hole 83.8939 M.T. Asphalt VG-30 @ `.37,071/- M.T.

M/s Raj Construction Co.