Nigam Nidhi Construction of Bitumin Road and Drain Work at Char Sahar Ka Naka Se Raja Mandi Pull. Zone 02 Ward no 09. File No.23/26X3/5.

Excavation by Manual Means Excavation for roadway in soil including loading and unloadingin/from truck for carrying suitable cut earth to embankment site and disposing off unsuitable earth with alllift sand lead up to 1000 Meter as per Section-300 of the specifications. (FOR DRAIN)

Transportation by Mechanical means including loading,unloading and stacking Sand, stone aggregate below 40 mm nominal size 2 km (FOR DRAIN)

Wet Mix Macadam Base (WMM) by Plant mix method Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam confirming to provisions of Section 406 of specifications including pre mixing 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 achieve the desired density.Deduction if paveris not used for spreading.

Providing and apply ingTackCoat with cationic bitumen emulsion (RS-1) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per Section 503 of the @0.25Kg per Sqm(normal bituminous surfaces)

Providing and laying Dense Bituminous Macadam with hot mix plant batch using crushed aggregates of specified grading,premixed with bituminous binder,transportingthe hot mix towork site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete in all respect sand as per Section 505 of the specifications. (As specified, Lime or cement will be used as filler)For GradingII (50-75 mm thickness) bitumen content 4.5% (VG-30)

Providing and laying Bituminous Concrete with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction in all respects and as per Section 507 of the specifications. For GradingII (30-45mm thickness) with VG-30 bitumen @ 5.4%

Road Marking with Ho tApplied Thermoplastic Compound with Retro-Reflectorizing Glass Beads Providing and applying 2.5 mm including reflectorising glass beds@250gm per Sqm areathick roadmarking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi-automatic thermoplastic paint applicator machine fitted withprofileshoe, glassbeads 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 as per Section 803 of specifications.

Providing and Laying Cement Concrete Grade M-20 with 20 mm graded crushed stone aggregate, mixing shall be in mechanical mixer, laying with paver compacting by use of pin, plate / screed vibrators including form work by strong steel girders fixed by spikes,separation membrane125micronthick,including cutting of joints @ 4 to 5 m interval and filling it with hot applied bituminous sealant (without dowel bars) (max. thickness 20 cm). FOR DRAIN BASE FOR DRAIN WALL

Centering and shuttering including strutting, propping etc.and removal of form for(A) :Foundations, footings, bases of columns, etc. For mass concrete.

Cement Concrete Hume pipes Providing and laying non-pressure NP3 class (Medium duty) cement concrete Hume pipes for service ducts below concrete pavement or other similar work, collar jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand).Size 600 mm dia.meter