Construction Of Road From Railway Station to Ton Talab under UT Capex Road Sector (New Work) for the year 2025-26.

Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains,pipes,cables etc. (not exceeding 1.5m in width) and for shafts, wells cesspits and the like not exceeding 10sqm on plan,including dressing of sides and ramming of bottoms lift upto 1.50m,including getting out excavated earth and disposal of surplus excavated earth as directed,within a lead of 50meters. All kind of soil 100%

Earth work in bulk excavation 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 lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge.

All kinds of soil -80%

Ordinary rock=20%

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc.in layers not exceeding 20 cm in depth , consolidating each deposited layer by ramming and watering , lead upto 50 m and lift upto 1.5 m.

Providing & laying in position cement concrete of specified grade excluding the cost of centering & shuttering —All work upto plinth level 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40mm nominal size)

Providing & laying in position cement concrete of specified grade excluding the cost of centering & shuttering—All work upto plinth level 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

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 etcupto floor V level, including 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)

Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete.40mm thick with 20 mm nominal size stone aggregate

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 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)

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-500D or more.

Centering & shuttering including strutting, propping etc. & removal of form work for

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

Roofs , suspended floors, balconies , Chhajjas etc

Edges of slab above 20 cm wide

Retaining walls, return walls, wall (any thickness) including attached pilasters, buttresses, plinth & string courses etc.

Dumping of stones including the cost of stone in horizontal on level.

Carriage of material by Mechanical Transport from source to site of work including loading, unloading & stacking complete.

Sand for an average distance of 27 Km

Stone aggregate above 40 mm for lead of 27.0 Km

Stone aggregate below 40mm for lead of 27.0 Km

Stones for avg 27 km by MT

Disposal of excavated earth / dismantled material/rubbish etc. average lead 5.00 km

Consolidation of sub grade with power road roller of 8-12 tonne capacity including making good the undulations etc. with earth or quarry spoiuls etc. and re-rolling the sub grade

Supplying and stacking at site Graded crushed stone aggregate of size 63 mm to 45 mm

Supplying and stacking at site Stone screening of size 13.2 mm nominal size (Type A)

Supplying and stacking at site crusher dust .

Laying, spreading and compacting stone aggregate of specified 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 requisite type of screening /binding material to fill up interstices of coarse aggregate, watering and compacting to the required density.

Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) 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 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.

Providing and applying tack coat using hot straight run bitumen of grade – VG-30, 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. 16.38.1 On W.B.M. @ 0.75 Kg/sqm

Providing and laying 50 mm thick bituminious 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 specification and direction of Engineer -in- charge 50 to 100 mm average compacted thickness with bitumen of grade VG -30 @3.5%(percentageby weight of total mix) Batch Type Hot Mix Plant of 100-120 TPH capacity.

Providing and laying tack coat using hot straight run bitumens of grad-VG-30 including heating the bitumen, spraying the bitumens with mechnically operated spray unit fitted on bitumen boiler ,clenaing and preparing the existing road surface as per specifications.On Bitunen surface @0.50 kg/sqm

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-Charge25 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.

Providing and applying 2.5mm thick road marking strips (retro-reflective) of specified shade/colour using hot thermoplastic material by fully/semiautomatic 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.

Providing & laying non-pressure of specified class RCC pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete 1000 mm dia RCC pipe (Laying by manuals / mechanical means)

Crates of mesh type 10*12 (D=100 mm) ZN+ PVC coated. Mesh wire diameter 2.70/3.70mm (I.D / O.D)

Hand packing stones in wire crates including cost of crates and stones.

Supply of stones in crates