Construction of B.T. Road and Nali Work at Ration Ki Dukan Se Bhajanlal Marriage Garden Zone No. 24 ward No. 65 file No. 20/26X3/5

Crusher Run Macadam base-providing crushed stone aggregate,depositing on a prepared surface by hauding vehicles, spreading and mixing with a motor grader, watering and compacting with a vibratory roller including all leads and lifts confirming to section 407 of specifications to form a layer of base. (a)by mix in place method i) for 53 mm maximum size

Wet mix macadam base (WMM) - Providing laying, spreading and compacting graded stone aggregate to wet mix macadam confirming to provisions of section 406 of specifications 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 achieve the desired density

prime coat-providing and applying primer coat with cationic bitumen emulsion (ssi grade) on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.70 to 1.00kg sqm using mechanical manual means and as per relevant clauses of section-502

providing and applying tack coat with cationic bitmen emulsion (RS-1)using emulsion presure distributor on the prepared bitumnous gtanular surface cleaneswithmechanical broom and as per relvant clases of cection 503@ 0.25 kg per sqm (normal bituminous)

providing and laying dense bituminous macadam with hot mix plant batch using crushed aggregates of specified grading.premixed with bituminous binder, 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 complete in all respects and as per section 505 of the specifications (As specified, lime or cement will be used as filler) for grading ll(50-75mm thickness) bitumen contrnt 4.5% (VG-30)

providing and laying bituminous concrete with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder, tranporting the hot mix to work site, laying with a 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 grading ll (30-45 mm thickness) with VG-30 bitumen @ 5.4%

Providing and applying 2.5mm including reflectorising glass beds @ 250 gms per sqm area 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 as per section 803 of specifications

Providing and fixing of category-A Bi-directional twin-moulded shank raised pavement markers/road stud made of plastic body moulded from ASA (Acrylic styrene cryometries) or HIP ( High impact polystyrene) or ABS material. Lens shall be of plastic material. the marker shall have compressive strength of 13635 kg tested accordance with ASTM D4280 and shall have flexural strength of 909 kgf. reflective panels shall consist of number of lenses containing single or dual prismatic cubes capable of providing total internal reflection of light entering the lens face. the slope or the retro-reflecting surface shall be 35+/-5 degree to the base and area of each retro reflecting surface shall not be less than 13 sqcm. when impacted in accordance with 9.4.1 of ASTM D4280, the face of the lens shall show no more than two radial cracks longer than 6.4 mm (0.25 in.) there shall be no radial cracks extending to the edge of the abrasion resistant area. there shall be no delamination. height of the marker shall not exceed 20 mm and its width shall not exceed 130 mm. moulded shank RPM shall have the shank strength of 600 kgf. head of the stud shall be smooth and shall not present any sharp edges to traffic RPM shall be of

Providing and fixing of retro-reflectrorised cautionar, mandatory and informator sign as per IRC:67 made class B type IV of high intensity grade sheeting vide section 801.3 of the specifications,2 mm thick aluminium sheeting,3 mm/4 mm thick Aluminium composite material sheet depending on the size of the sign fixed over back support frame of minimum 25*25*3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed founbapion with m25 grade cement conrete 45 cm * 45 cm * 60 cm 60 cm below brown level as per approved drowing. the sine shall be maintained as per IRC:67. Rectangular 90 cm * 75 cm

Earth work in excavation for foundation trenches for pipes/ cables or drains etc, by mechanical means / manual means (exceeding 30cm in depth ) including ramming of bottom dressing of sides disposal of excavated earth including f all lift and lead upto 50m. disposed earth to be levelled and neatly dressed. All kinds of soil