CWE/GGN/FT-34/2025-26 REPAIR/ RESURFACING OF ROADS INCLUDING ROAD FURNITURE IN AOR OF GE (AF) FARIDABAD UNDER GE (AF) FARIDABAD

M & L for preparing existing black top surfaces by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt including removing material to low lying area from MoD land complete all as specified and as directed.

M & L for applying evenly priming/ tack coat with paving bitumen of VG-10 grade at penetration at 5 Kg per 10 Sqm complete all as specified and as directed.

M&L for Repairs to pot holes any depth, not exc 1 sqm each including sweeping free from dust and mud, or water , scoring sunken surfaces in roads, paths, etc. cutting around edges to at least 25 mm in depth, making good by filling in screened & graded road metal (including supply of road metal), watering, rolling and well ramming surface of road and applying tack coat @ 5 kg per 10 sq m, putting in premixed bituminous macadam, well rammed and sealed with 5.50 % binder content by weight of total mix and well rammed (including supply of premixed macadam, binder and chippings). depth of potholes exc 30 mm complete all as specified and as directed.

M&L for bituminous premixed semi dense asphaltic concrete 30 mm consolidated thickness using paving bitumen (VG-30) 5.5% binder content and filler by weight of total mix as per design mix, spread by means of self propelled mechanically spreader/paver, rolled and compacted to required camber and gradient complete , by using Vibro compactor roller 8 to 12 tonne capacity all as specified. NOTE: (i) The mix design tests shall be carried out only in SEMT wing/Govt approved lab/National test House/Engineering College as approved by the GE before commencement of work. (ii) In the even of variation in the mix design in the percentage of binder content on minus side the difference in quantity of binder content will be adjusted as per actual rate of procurement or market rate, which is more of Grade VG-30 bitumen. However no adjustment shall be applicable if excess quantity of binder content is used/ approved in the execution of work under this ite. (iii) Thickness of semi dense asphaltic concrete and qualities of materials as mentioned in particular specification /SSR are the minimum. The quoted rate shall also be deemed to include for provision of more materials in comparison to those mentioned/ specified in the item, if shape all as directed by the GE. (iv) Hot mix plant of adequate capacity shall be used for heating and mixing stone and fine aggregate and binder (Bitumen) and semi dense asphaltic concrete shall be laid in single layer with self propelled mechanical paver all as directed by the GE. (iv) Contractor's quoted rates shall be deemed to include all these aspects.

M&L for Road marking strips, lines, dashes, arrows, letter etc of 2.50 mm thick (reflective type) on new road / pavement and the like surfaces, not less than 10 cm wide with hot thermo plast material @ 5 Kg/sqm of white or golden, yellow by fully automatic thermoplastic paint applicator machine and profile shoe heater, driven by skilled operator on road surface complete all as per MORTH specification complete all as specified and directed.

S&F in replacement of 100 cm diameter outdoor road safety convex mirror of imported outdoor Polycarbonate with 130 degree + actual viewing angle, equipped with adjusting swivel and mounting bracket for infinite adjustment complete all as specified and directed.

S&F retro reflective sign board of size 3'.3"x5' fixed both sides on stainless steel frame. The board shall be made of Aluminium composite Panel (ACP) sheet 3 mm thick fixed on SS 304 series hollow tubular section of 40mm dia. The board shall be sheated with reflective tape of blue colour letter shall be writted colour writing of approved shape. the sign board supported on 2 Nos post of 60mm dia stainless steel pipe 304 series 3m long with round moulded design on top. Pipe fixed in ground with PCC 1:2:4 type B2 (using 40mm graded stone aggregate) upto depth 0.45m inlcuidng necessary excavation and PCC complete all as specified and directed.

S&F retro reflective sign board of size 2'x3' fixed both sides on stainless steel frame. The board shall be made of Aluminium composite Panel (ACP) sheet 3 mm thick fixed on SS 304 series hollow tubular section of 40mm dia. The board shall be sheated with reflective tape of blue colour letter shall be writted colour writing of approved shape. the sign board supported on 2 Nos post of 60mm dia stainless steel pipe 304 series 3m long with round moulded design on top. Pipe fixed in ground with PCC 1:2:4 type B2 (using 40mm graded stone aggregate) upto depth 0.45m inlcuidng necessary excavation and PCC complete all as specified and directed.

Dismentling of existing MS road sign board of size 3'.3"x5' complete all as specified and as directed.

Dismentling of existing MS road sign board of size 2'x3' complete all as specified and as directed.