Construction of road from Sumb road to S.T. Basti Amala via Samlah by way of Earth Work in cutting / filling, Constt. Of 1.00 Mtr Span RCC Culvert (03 Nos) Breast Wall (100 Mtr) Retaining Wall (250 Mtr) Pucca Drain (525 Mtr) Crates, P/L 150mm thick

Amount

Earth work in bulk excavation by mechanical means (Hydraulic excavator) over areas in all classification of soils and disposal of excavated earth and refilling the available excavated earth wherever required incl. levelling, dressing, ramming, watering and rolling etc. as per directions of Engineer-in-charge with all leads / lifts and carriage complete job.

Earth work in excavation by mechanical means (Hydraulic excavator) in trenches, foundation, drains pipes cable etc. in all classification of soils and disposal of excavated earth and refilling the available excavated earth wherever required incl. levelling, dressing, ramming, watering and rolling etc. as per directions of Engineer-in-charge with all leads / lifts and carriage complete job.

Earth work in rough excavation, banking excavated earth in layers not exceeding 20 em in depth, breaking clods, ,- watering, rolling each layer with half tonne roller or wooden or steel rammers, and rolling every third and top -most layer with power roller of minimun 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or tilling up ground depressions, All kinds of soil, with all leads and lift carriage complete ( RBM Filling )

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: a) 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) with all leads and lifts carriage complete

b) 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) with all leads and lifts carriage complete( Foundations).

c) 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) with all leads and lifts carriage complete ( Walls).

Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centenng. shuttering, finishing and reinforcement-All work upto plinth level.1.1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size) with all leads and lifts carriage complete

Cement concrete flooring 1:2:4 ( 1 cement: 2 coarse sand . : 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete.50 mm thick with 20mm nominal size stone aggregate. Crushed.with all leads and lifts carriage complete

Centering and shuttering including strutting, propping etc. and removal of form work for:- a) Foundations, footings, bases for columns.

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

c) walls any thickness including attached pilasters, buttresses, plinth and string courses etc.

d) Edges of slabs and breaks in floors and walls Above 20 cm wide

Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.Thermo-Mechanically Treated bars.

Dumping of Stones in horizontal Level incl. Cost of stones with all leads and lifts carriage complete

Dry random rubble masonry with hard stone in foundation and plinth Using Nallah stone without bond stone.with all leads and lifts carriage complete

Providing and laying damp-proof course 50m thick with cement concrete 1:2:4 (1 cement : 2 coarse sand: 4 graded stone aggregate 20mm nominal size) Crushed with all leads and lifts carriage complete

12mm Cement plaster of mix:1 : 6 ( 1 cement : 6 coarse sand) with all leads and lifts carriage complete

Hand-packing stones in wire-crates of mechanical woven double and twisted , hexagonal wire mesh gabion zinc coated mesh type 100 x120mm mesh wiere dia 2.70mm salvage wire dia 3040mm lacing wire dia 2.20mm ( as per national / international standards crate size 6 x1.2 x1.2mtr including cost of crates and stones ( Cost of crates shall be deducted at stock rate if supplied departmentaly ) with all leads and lifts carriage complete

Consolidation of subgrade with power road roller of 8 to 12 tonne capacity including making good the undulations etc. with earth or quarry spoils etc. and rerolling the subgrade

Providing / laying water bound macadam with specified stone aggregate stone screening and binding material including screening, sorting, spreading to template and consolidation with power road roller 8 to 10 tonne capacity etc. complete. Base course with 63mm to 45mm size including stone screenings 13.2mm size ( 150mm thick ) with all leads and lift carriage complete.

Providing/ Laying water bound macadam with specified stone aggregate stone screening and binding material including screening, sorting, spreading to template and consolidation with power road roller of 8 to 10 tonne capacity etc. complete . Base course with 53mm to 22.4mm size including stone screenings 11.2 mm size ( 75mm thick ) with all leads and lift carriage complete.

Providing and applying tack coat using hot straight run bitumen of grade –VG-10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications, On W.B.M. @ 0.75 Kg/sqm.

Providing and laying 50 mm th. 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.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. etc. Complete Job ( In stretches )

Providing and laying 25 mm th. 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, leveland alignment and rolling with smooth wheeled, vibratory and tandemrollers to achieve the desired compaction and density as per specification,complete and as per directions of Engineer-in-Charge.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 etc. Complete Job

Designing / Commisioning / Construction of Motorable Bridge 14 mtrs clear Span (Double Lane) RCC Bridge on turn key Basis incl. Soil testing, Investigation, supply of all drawings duly vetted by Design Directorate / NIT and Cost of Approaches upto approach Slab incl. all leads and Lifts carriage complete Job

VARUN JAMWAL, GOVT. CONTRACTOR

MANIER HUSSAIN

M/S SAINT SOLDIER ENGINEERS & CONTRACTORS PVT LTD