Construction of road from H/o Sh. Balkar Singh at village Qusba Sallan by way of construction of pucca drain, Retaining wall, Edge wall with drain and P/L 15 cm thick WBM grade-II, WMM and 25 mm thick SDBC in Km 1st. under DP

Amount

Earth work in bulk excavation all kinds of soil by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth , all leads and lifts as directed by Engineer-in-Charge.

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 or filling of excavated earth as directed, incl. all leads and lifts: All kinds of soil

Providing and laying in position cement concrete of specified grade including 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 and laying in position cement concrete of specified grade including 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) incl. all leads, lifts & carriage of material by MT/ H.L.- All work upto plinth level.

Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete incl. all leads, lifts & carriage of material by MT/ H.L.

Providing and 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 agg. 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 & binding all complete upto plinth level Cold twisted bars incl. all leads, lifts & carriage of material by M.T/H.L.

Centring and shuttering including strutting propping etc and removal of form work for

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

Suspended floors, roofs, landings, balconies and access platforms

Providing , laying, spreading and compacting crushed stone aggregate of 63 mm to 45 mm sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming of 13.2 mm nominal size (Type - A) screening/binding material as stone dust to fill up interstices of coarse aggregate, watering and compacting to the required density, finished work to be measured including all leads, lifts and carriage of material by MT/ H.L. (conforming to clause 404 of MORT&H specifications).

Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to Wet Mix Macadam (W M M) specification incl. 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 & 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 Agg.) prepared in Drum Type Hot Mix Plant of 60-90 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 incl. 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 including watering & consolidation in layers to specified lines, camber, grades and cross sections. Finished work incl. material , labour all leads , lifts and carriage of material by MT/HL.

M/s Sujan Singh