Development of various road by way of Upgradation with allied links and Bridge at Baila Patai, Thazwudur, Pather Mohalla, Mir Baaz Mohalla, Arigam Shamasabad at Dragger Khansahib

Preperation of subgrade by excavating earth to an average of 22.5cm depth, dressing to camber and consolidation with road roller of 8-12 tonne capacity including making good the undulations etc. and disposal upto 50 meters.

Providing and laying of Granular Sub base (GSB) with nallah aggregate size 90mm including consolidation with 80-100KN road roller to the required gradient camber and density including all carriages.

Supplying, stacking , laying , spreading and compacting of Graded crushed stone agg. Of (63mm to 45mm size) WBM G-II in uniform thickness including rolling with PRR 8-10 Tone capacity in stages to proper grade and camber applying and brooming requisite type of stone screening 13-2mm size and binding material to fill up the interstics of coarse agg. watering compacting to required density (finished work shall be paid) with all leads, lifts and carriages as involved upto site of work complete job.

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 with all leads lifts carriages complete upto site of work

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 including all carriages complete

On WBM [email protected]/sqm

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. 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-10 @ 3.5% (percentage by weight of total mix) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.

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. 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 10 @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.

Providing and laying seal coat of premixed fine aggregate ( passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG-10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface including rolling and finishing with road roller all complete including all carriages

Providing and applying 2.5mm 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

1x6 MT RCC culvert

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, within a lead of 50 metres:All kinds of soil :

Providing and laying of stone soling hand packed tightly including watering ramming , Consolidation with hand rammer including all costs of material and All carriages, leads, lifts upto Site of work complete

P/L in position cement conc. of specified grade including curing but excluding the cost of centering and shuttering. All work upto plinth level. 1:4:8(1cement:4 coarse sand : 8 crushed graded stone agg. 40 mm size crushed).

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)

Reinforced cement concrete work in walls ( any thickness) M-25 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)

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 but excluding the cost of centring, shuttering, finishing and reinforcement with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)

Centring and shuttering incl. strutting, proping etc and removal of form work:-

Foundations, footings, bases for columns

Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs andsteps etc.

Suspended floors, roofs, landings, balconies and access platforms

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding incld. Cost of binding wire etc incld. All leads lifts carriages, all complete Thermo-Mechanically Treated bars of grade Fe-500D or more

Back filling of stone boulders behind R/walls abuts including all cost and carriages complete

Carriage of different materials by Mechanical transport. Incl. loading, un-loading & stacking and all leads lifts carriages.

Sand agg for av.lead of 40.00 KM

Stone agg. av lead of 20 KM

Construction of R/walls

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, within a lead of 50 metres:All kinds of soil :

Providing and laying of stone soling hand packed tightly including watering ramming , Consolidation with hand rammer including all costs of material and All carriages, leads, lifts upto Site of work complete

P/L in position cement conc. of specified grade including curing but excluding the cost of centering and shuttering. All work upto plinth level. 1:4:8(1cement:4 coarse sand : 8 crushed graded stone agg. 40 mm size crushed).

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work above plinth level with: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

Centring and shuttering incl. strutting, proping etc and removal of form work:-

Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs andsteps etc.

Back filling of stone boulders behind R/walls abuts including all cost and carriages complete

Carriage of different materials by Mechanical transport. Incl. loading, un-loading & stacking and all leads lifts carriages.

Sand agg for av.lead of 20.00 KM

Stone agg. av lead of 20 KM

Construction of Kacha Drain

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, within a lead of 50 metres:All kinds of soil :

Construction of Cement concrete drain

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, within a lead of 50 metres:All kinds of soil :

Providing and laying of stone soling hand packed tightly including watering ramming , Consolidation with hand rammer including all costs of material and All carriages, leads, lifts upto Site of work complete

P/L in position cement conc. of specified grade including curing but excluding the cost of centering and shuttering. All work upto plinth level. 1:4:8(1cement:4 coarse sand : 8 crushed graded stone agg. 40 mm size crushed).

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)

12mm thick 1:4 mix cement concrete plaster

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 50 mm thick with 20mm nominal size stone aggregate

Centring and shuttering incl. strutting, proping etc and removal of form work:-

Foundations, footings, bases for columns

Carriage of different materials by Mechanical transport. Incl. loading, un-loading & stacking and all leads lifts carriages.

Sand agg for av.lead of 40.00 KM

Stone agg. av lead of 20 KM

P/L of RCC spun pipes

Providing and laying of RCC spun /MS pipes for cross drainages incl. excavation of trenches upto required depth and jointing of pipes with cement slurry and jute yarn incl. all carriages and providing of proper cushion over the pipe surface complete (pipes to be laid at different spots) incl. cost of pipes complete incl. dewatering if any.(Pipes shall be supplied departmentally)

12"dia RCC pipes

18"dia RCC pipes

36"dia RCC pipes

Demoliation RCC work manullay /mechanicall including stcking of steel bars

Maintenance Cost for 5 Years

1st Year 10%

2nd Year 15%

3rd Year 20%

4th Year 25%

5th Year 30%