WIDENING OF MAIN ROAD AND CONSTRUCTION OF NEW LINK ROAD RCC DRAIN ALONG THE ROAD SIDE RCC CULVERTS AND PCC TOE WALL AT NEW INDUSTRIAL ESTATE KARTHOLI BARI BRAHAMANA SAMBA

Amount

Clearing jungle including uprooting of rank vegetation, grass, brushwood, trees and saplings of girth up to 30 cm measured at a height of 1m above ground level and removal of rubbish outside the periphery of the area as directed by the Incharge Engineer.

Supplying and filling of RBM (including royalty) by mechanical transport up to a lead of 20 km including Ramming, watering and capaciting with Power Road Roller in layers not exceeding 20cm in trenches, plinth, sides of foundation etc. complete.

Providing & Laying spreading Water Bound Macadam (G-II shingling) with nallah/crushed stone agg. And binding material and compacting with uniform thickness to proper grade and camber to template and consolidation with Power Road Roller of 8 to 10 tonne capacity.Complete job to the required density. (Finished work including material and labour) 63 mm to 45 mm size of stone agg. including including crusher dust & stone screening of size 13.2 mm) inclusive of all carriages complete job.

Providing & Laying spreading Water Bound Macadam (G-I Metaling) with nallah/crushed stone agg. And binding material and compacting with uniform thickness to proper grade and camber to template and consolidation with Power Road Roller of 8 to 10 tonne capacity.Complete job to the required density. (Finished work including material and labour) 53 mm to 22.4 mm size of stone agg. including crusher dust & stone screening of size 13.2 mm) inclusive of all carriages complete job.

Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075mm) to wet mix macadam (WMM) 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 8to10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge

Providing and laying bituminous macadam 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, complete as per specifications and directions of Engineer-in-Charge. 16.63.1 50 to 100 mm average 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. 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.5% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity over and including tack coat complete job.

Providing and laying semi- dense Bituminous concrete 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, complete and as per directions of Engineer-in-Charge. 16.64.1 25 mm 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. 25 mm 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 Drum Type Hot Mix Plant of 60-90 TPH capacity including tack coat complete job.

Providing and applying 2.5 mm thick road marking strips (retro-reflective) of specified shade/colour using hot thermoplastic material by fully/semi-automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with Applicable specifications.

Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed by the Incharge Engineer. (All kinds of soils)

Providing and laying in position cement concrete of specified grade including curing, centring and shuttering. All work upto plinth level with: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) including all carriages complete job.

Providing and laying in position specified grade of reinforced cement concrete including curing, centering, shuttering, finishing. All works upto plinth level 1:1.5:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) including all carriages complete job.

Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including 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, including curing, centring, shuttering and finishing with. 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including all carriages complete job.

Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°,landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing, centring, shuttering, finishing with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size). including all carriages complete job.

Providing and laying in position cement concrete of specified grade including curing, centring and shuttering. All work upto plinth level with: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including all carriages complete job.

Providing and laying in position cement concrete of specified grade including curing, centring and shuttering. All work upto plinth level with: 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) including all carriages complete job.

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating eachdeposited layer by ramming and watering including all leads, lifts and carriages complete job.

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level (Thermo-Mechanically Treated bars of grade Fe-500 D or more) including all carriages complete job.

TBA INFRASTRUCTURE PVT LTD

M/s Sourabh Construction Pvt. Ltd.