CWE/GGN/FT-01/2025-26 REPAIR/RESURFACING OF ROADS INCLUDING ROAD FURNITURE IN AOR OF GE (AF) FARIDABAD

Amount

Scarifying or picking gravelled, macadam or bituminous macadam surface in area n exc 400 Sqm and depth exc 50mm deep but n exc 100 mm including removing n exc 50m and stacking complete all as specified and as directed.

M&L for 7.5 cm thick (compacted thickness) WBM, with coarse aggregates of grading 2 (63 to 40mm size) or of grading 3 (50 to 20mm size) granite or basalt trap crushed stones, spreading, rolling and consolidation to gradient and camber required complete all as specified and directed.

M&L preparing unsurfaced water bound surface by brushing with wire brushes for removing mud cackes etc sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirts etc complete all as specified and as directed .

M&L 75 mm thick or less consolidated thickness Premixed Bituminous macadam of grade VG-30 penetration and using 12 to 25 mm graded crushed preheated stone aggregate, laid with the help of mechanical paver and rolled compacted to required gradient and camber with VIBRATORY ROLLER COMPACTOR of 8-12 tonne using 4% binders by weight to mix to make good depression/ pot holes complete all as specified and as directed. Note:- (a) The job design formula shall be got down from 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. (b) As a result of job mix formula, if quantity of binder content works out to be more than 4% than no extra payment shall be made to the contractor and in case its quantity works out be less than 4% than minimum binder content of 4% givne herein above shall be provided. (c) The Job design shall be got down from approved lab and shall be approved by GE before commencement of work.

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) rolling and well ramming surface of road complete all as specified and as directed.

M&L for applying evenly a priming/tack coat with bituminious primer of grade VG-10 at 10 kg per 10 Sqm over surface complete all as specified and as directed .

M&L preparing black top surface by brushing with wire brushes for removing caked mud etc., sweeping with brooms and finally fanning the cleaned surface with mechanical air compressor to remove all loose dirt including applying evenly priming tack coat with Bitumen Primer using paving bitumen of VG-10 @ 5 kg per 10 sqm complete all as specified and as directed.

M&L 30 mm thick consolidated thickness Bituminous Premixed semi dense ashphaltic concrete using combined graded aggregate ie crushed stone coarse aggregate, fine aggregate (sand) and fille (inherent filer/OPC 43 grade) of physical properties as specified and as per table given (refer SSR Part-I 2009), preheated mixed with 5.5% binder (VG-30) content by weight of total mix, laid and spread means of self propelling mechanical spreader/paver, rolled and compacted to required camber and gradient with VIBRATORY ROLLER COMPACTOR 8-12 tonn complete all as specified and as directed. Note:- (a) The job design formula shall be got down from 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. (b) As a result of job mix formula, if quantity of binder content works out to be more than 5.5% than no extra payment shall be made to the contractor and in case its quantity works out be less than 5.5% than minimum binder content of 5.5% givne herein above shall be provided. (c) The premix semi-dense asphltic concrete shall be procured form computerized hot mix plant as approved by GE. (d) The vintage of sensor paver shall not be more than 05 years

S&F in repair outdoor road safety convex mirror of 100 cm dia made of imported outdoor polycarbonate with 130 degree + actual viewing angle equipped eith adjusting swivel and mounting bracket for infinite adjustment complete all as specified and directed

M&L for thermoplastic paint on black top surface or existing painted surface applied hot mixing plant of heating of thermo plastic material to a standard temprature with gas and laying standard thickness of approx 2 mm by using thermo plastic material @ 6.50 Kg/sqm and glass beads @ 250 Gms/sqm complete all as specified and directed

Supply and fix solar cat eye aluminum alloy shall (100% water proofing design according to IP65) of size 125mm x 125mm x 25mm (shank 65mm) of high efficiency Mono crystaline solar panel 2.4V/ 0.3 watt one NI-ed rechargeable battery (1.2V/ 1600MA) consisting of super bright LED with 10,000 to 18,000 mcd completed as per manufactures instructions etc complete all as specified and as directed.

S&F Cat Eyes of aluminium alloy body solid of size 100 x 100 x 20 mm with PAMA striplers reflectors fixed on the road by using and incl MS stud of suitable size model No DA-972 as per manufacturer instructions complete all as specified and directed.

Taking down existing old u/s cat eye, solar reflector complete all as specified and directed

Dimolition of cement concrete (Unreinforced) in ground floors and paving not exc 15cm thickness (below or above ground level) in sub base complete all as specified and directed.

M&L 100 mm thick PCC type D-2, 1:4:8 (using 40mm graded aggregate) as in sub base complete all as specified and directed.

Providing and laying 80mm thick factory made chamfered edge cement concrete paver block of M-30 grade with approved colour, design & pattern as in footpath , parks, lawn, drive way or light traffic parking etc of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of coarse sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver block as per required size and pattern, finishing and sweeping extra sand complete all as specified and directed.

Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jonted with cement mortar 1:3 (1 cement : 3 coarse sand) including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required and demolition of old kerb stone and clearing off the premises complete all as specified and directed.

M&L for preparation of new or previously untreated plastered or concrete surface and applying two coats of weather coat over a coat of primer complete all as specified and directed.

M&L 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.

M&Lretro 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" x 5' complete all as specified and directed.

Dismentling of existing MS road sign board of size 2'x 3' complete all as specified and directed.

Net Contract Sum will be after deducting Sch of Credit of Rs 41950.00

Bijender Singh (BID ID -3295228)

NAVEEN KUMAR TYAGI (BID ID -3296248)

PAWAN KUMAR (BID ID -3295288)

Sansun Contractors Pvt Ltd (BID ID -3296679)

Singh Associates (BID ID -3296666)

R K GOEL ABHEY KUMAR JAIN (BID ID -3290475)