Construction of link road from Old Panchayat Ghar to Muslim Mohalla Brow-Andhoi, Morah Raipur by way of earthwork in filling, 01 No. 1.00 mtr span, 01 No. 2.00 mtr span, Retaining wall, Breast wall, P/L 75 mm thick Wet Mix Macadam, 50 mm thick Bitumi

Amount

Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) & for shafts, wells, cesspits & the like not exceeding 10 sqm on plan, incl. dressing of sides & ramming of bottoms , incl. disposal or filling of excavated earth wherever required as per the directions of Engineer-in-charge .

Providing & laying in position cement concrete of specified grade incl. curing but excluding the cost of centring and shuttering. All work upto plinth level with 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) incl. all leads, lifts & carriage of material by MT/ H.L.

Providing & laying in position cement concrete of specified grade incl. curing but excluding the cost of centring and shuttering. All work upto plinth level with:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) including all leads, lifts and carriage of material by MT / H.L

Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) incl. attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses,string or lacing courses, parapets,coping, bed blocks, anchors blocks, plain window sills, fillets etc upto floor V level, incl. curing but excluding the cost of centring, shuttering and finishing with 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) incl. all leads, lifts & carriage of material by MT/ H.L.

Providing & laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) incl. all leads, lifts & carriage of material by MT/ H.L.

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Cold twisted bars incl. all leads, lifts & carriage of material by M.T. / H.L.

Centering and shuttering including strutting, propping etc. and removal of form for:

Foundations, footings, bases of columns etc. for mass concrete.

Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.

Columns, pillars, piers, abutments, posts and struts

Suspended floors, roofs, landings, balconies and access platforms.

Edges of slabs and breaks in floors and walls above 20 cm wide

Dumping of stones including cost of stones in horizontal or slopes level including all leads, lifts and carriage of material by MT / H.L.

Hand packing stones in wire crates including the cost of stones,wire crates, all leads, lifts and carriage of material by MT / H.L.

Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to Wet Mix Macadam ( W M M ) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density complete as per specifications and directions of Engineer-in-Charge.

Providing and laying 50 mm thick Bituminous Macadam compacted thickness with bitumen of grade VG-30 @ 3.5% (percentage by weight of total mix) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density including tack coat @ 0.75 kg/sqm complete as per specifications and directions of Engineer-in-Charge.

Providing and laying 25 mm Thick Semi- Dense Bituminous Concrete compacted thickness with bitumen of grade VG- 30 @5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification including tack coat @ 0.50 kg/sqm on bitumen surface and 0.75 kg/sqm on WBM surface complete and as per directions of Engineer-in-Charge.

Supplying and laying including digging, carrying by lorry, filling River Bed Material incl. watering & consolidation in layers to specified lines, camber, grades and cross sections.Finished work including material , labour all leads, lifts and carriage of material by MT/HL. ( for berm filling)

kamlahotmixplant

SHIV HOT MIX PLANT