Maintenance/ Upgradation of Roads no 1,2,3,4,5,7, to B-44 to B-43, B-47 to B-50, B-61 to C-14 and A-01 to A-15 at I.A. E.P.I.P Agra, Distt-Agra.

Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. bituminous road

Construction of Granular Sub Base by providing close graded materials, mixing in a mechanical mix plant at OMC, carriage-of mixed meterial to work site, spreading in uniform layers with mortar, grader on prepared surface and compacting with vibratory roller to archieve the desired density. complete as per clause 401

Providing and 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 copacting with vibratory roller to achieve the desired density.

Providing & laying dense graded bitumanous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bitumenious binder @4per cent VG-30 by waight of total mix, transported the hot mix to work site, laying with hydrostatic paver finisher with sensor control to the required grade, level and alignment rolling with smooth wheeled vibratory and tandam rollers to achieve the desired compaction including as per MoRT&H Specifications Clause 507 Complete in all respects

Providing & laying 25 mm thick bitumanous concrete with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminious binder @ 5% per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H Specifications Clause 509 complete in al

Providing and applying tack coat with bitumen VG-10 using Bitumen pressure distributor@ 0.5 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom

Providing and applying Prime Coat with bitumen VG-10 on prepared surface of granular base including clearing of road surface and spraying primer at the rate of O.70 Kg/Sqm using mechanical means

Providing and laying of hot applied thermoplastic compound 2.50 mm thick including reflecturing glass beads@ 250 gm persq. mtr. Area thickness 2.50 mm is exclusive of surface applied glass beads as per !RC- 35 the finished surface to be level, uniform and free from streaks and holes

Supply & Fixing ofraised pavement markerwith made ofPlastic body of RPM/R?ad Stud Shall be moulded from ASA (Acrylic Styrene Acrylonitrfle) or HIPS(High-lmoact Polystyrene) orAcrylonitrite Butadien Styrene (ABS) or any other suitable material approved by the Engineer. The Marker shall support a load of 13.635 kg tested in accordance with ASTM D4280. The Reflective panels shall consist of number of lenses containing single or dual prismatic cubes capable of providing total internal reflection of the light entring the lens face. Lenses shall be mould of methyl methecrylate confirming to ASTM D788 of equivalent. The slop or retro-reflecting surface shall preferably be 35-+-1-5 degree to base and the area of each retro reflecting surface shall not be less than 13.00 sq.cm. the marker height shall not be less than 10mm and shall not exceed 20 mm & width shall not exceed 130 mm.The base of the marker shall not be flat within 1.3 mm all road studs shall be legibly marked with the name, trade or other means of identification of the manufacture. epoxy installations.excess adhesive around the edge of the marker, excess adhesive on the payment and adhesive on the exposed surfaces of the markers shall be immedietly removed. The contractor shall submit a two year warranty for staisfactory field performance including stipulated retro reflectance of the reflecting panel, to the Engineer. In addition a two year warranty for satisfactory infield performance of the finished road marker shall also be given by the contractor who carries out the work of fixing of refelective road markers. In case the markers are displaced, damaged, get worn out or lose their reflectivity compared to stipulated standards, the contractor would be required to replace all such markers within 15 days of the intimation from the Engineer, at his own cost. The rate shall include all materials, labour, T&P, transportation, installation and incidentials all complete as perdirection ofthe Engineer-in-Charge. RPM (with shank) Rate taken as per S