Construction of Approach Road at Kankaha Mohanlalganj Lucknow

Dag belling 15 cm (6") deep in one line aligned, with flags and jhandis as directed by Engineer in incharge Dag belling shall be two each for each painted surfaces

Construction of granular sub-base by providing close graded material, spreading in uniform layers with on prepared surface, meong by mix in place method at OMC, and compacting with vibratory roller to achieve the desired density complete in all respect and as per relevant clause of MORT & H section-401.

Providing, Laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site laying in uniform layers with paver in sub base/base course on well prepared surface and compacting with vibratory roller to Lachieve the density

Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means including supply of all materials, labour T&P etc. required for proper completion of the work as per MORT&H specification No. 502 (5.1)and as per dierction of the Engineer in charge.

Providing & laying Dense Graded bituminous macadam with hot mix 100-120 TPH hot mix plant producing an average out put of 75 tonnes per hour using crushed aggregate of specified grading, premixed with bituminous binder@ 4.0 to 4.5% weight of total mix and filler transporting the hot mix fo work site, Laying with hydrostatic paver finisher with sensor controller to required grade, level & alignment & rolling with smooth wheeled vibratory and tandem rollers to achieved the desired compaction complete in all respects & as per relevant clauses of MORT & H section-507 (VG-30)

18.00M Wide Road

Providing & laying binumanous Concrete 30 min with bigher capacity type hot mix plant producing an average out put of 75 tonnes per hour using crushed aggregate of specified grading, premixed with buuminous binder. 54% weight of total mix and filler transporting the hot mix to work sde Laying with hydrostatic paver finisher with sensor controller to required grade, level & alignment & rolling with smooth wheeled vibratory and tandem rollers to achieved the desired compaction complete im all respects & as per relevant clauses of MORT & H section-507

Providing & applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.35kg/sqin on the prepared bituminous/granular surface cleaned with mechanical broom including supply of all materials, labour T&P etc required for proper completion of the work as per MORT&H specification and as per dierction of the Engineer in charge.

Providing and laying of hot applied thermo- plastice compound 2.5mm thick including reflectorising glass beads @ 250gms per sqm area thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level uniform and free from streaks and holes.

Brick on Edge soling with S.O.B Bricks including excavation of earth laying of Bricks in proper alignment and level along road edge complete as per direction of E/I.

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 1000 m and lift upto 1.5 m, as directed by Engineer-in-charge.

Providing and laying Cement concrete 1.6:12 1cement: 6 coarse sand: 12 graded stone ballast 40 mm nominal size) including supply of all material, labour and T&P etc. required for completion of the work and form work,curing complete also including.

Class 150 brick work in 1:6 (1 cement: 6 Coarse sand) mortar in foundation & plinth including supply of all material, labour and T&P etc required for completion of the work.

Supply and fixing of 80mm thick Precast cement concerete and Fly Ash Zig Zag-Shape rubber moulded Interlocking paver blocks ISI mark confirming to IS 15658-2006 with top layer of minimum 5 mm thickness of O.P.Cement smooth high gloss finish, skid resistant; manufactured from rubber moulds through vibro-compression mechanism. The compressive strength of concrete paver block shall not be less than 40 Mpa and weigt 4.5 kg per including cost of material, with a blanket layer of 5.00cm. thick fine sand including labour, T & P etc required for proper completion of the work as directed by Engineer-in-charge.

25 mm. thick C.C flooring in 1:2:4 Cement: Coarse Sand: Stone Grit including finished with neat coat of cement complete as per direction of E/l.