Tender For Ward 6 Vedvyaspuri Road Divider From Raf Center To Power House, Repair Of Road Divider On Side Track, Road Improvement Work By Interlocking Tiles And Hotmix Plant. - Earth Work In Filling Including 12 Km Lead 2 M-150 Brick Work In 1:4 One Cem, meerut-Uttar Pradesh

Tender For Ward 6 Vedvyaspuri Road Divider From Raf Center To Power House, Repair Of Road Divider On Side Track, Road Improvement Work By Interlocking Tiles And Hotmix Plant. - Earth work in filling including 12 KM lead 2 M-150 brick work in 1:4 one cement and four course sand . mortar in foundation and plinth including supply of all materials labour, T & P etc required for proper complition of the work 3 12 mm thick plaster 1:4 with Cement and four course sand including supply all material and labour, T & etc. 4 Cement Concrete with 2.0 cm. gaug;e Approved stone grid coarse sand & cement in the proportion of 4:2:1 including , T&P etc. 5 Providing laying spreading and compacting graded stone aggregate to wet mix mecadamspecification including premixing the material withat OMC in mechaicalmix plantcarriageof mix material by tipper to site,laying in uniform layers with paver in sub base/basecourse on well prepared surface and compatingwith vibratory roller to achiver the desired density including all Tand P taxesand labour cess etc. as directed by engineer in chargeetcall complete ( REF to morth specification no 401) 6 Providing & laying tack coat with bitumen VG-10using bitumen pressure distributor at the rate of 020 KG per sqm on the prepared bituminous surface cleaned with mechanical broom (Ref to Mort&H Specification No 503) 7 Providing and laying dense graded bituminous macadam with higher capacitybatch type HMPusing crushed aggregates of specified grading premixed with bituinous binder@ 4.50 per cent by weight of total mix and filler transporting the hot mix to work site laying with a hydrostatic paver finished to the reqrired grade level and alignment rolling with smooth wheeled vibratory and tandem rollers to achieve the desired compaction (Ref. to MortH Specification No 505 complete in all respacts 8 Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates from approved quarry of specified grading premixed with bituminous binder (CRMB.55) @ 5.20 Per cent of mix and filler, transporting the hot mix to work site laying with smooth wheeled vibratory and tander rollers to achieve the desired compaction (Ref. to Mort&H Specification No 509) Adjustment for bitumen shall be done as per job mix formula and E-in-C letter No 2651 Dt 27-07-12 9 Providing & laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms /sq.mt.area . Thickness of 2.5 mm inclusive of surface applied glass beads as per I.R.C uniform and free from steaks and holes. 10 Reflective raised pavement markerwith shanks providing and fixing of raised pavement marker with twin shanks of adequate length anchored with epoxy/bitumin adhasive of approved make (cat eye) type x-ASTMD-4956-04 Avery dennision /3 m(USA MAKE) HEAVY molded body of poly carbonate ,ASA,HIPS ORABS Able to support a load of 13.665MT as per given morth circuler no RW/NH33023/10/97/DO-III dated 11.6.1997 11 Supply and laying 53mm to 22.4mm size stone aggregate. 12 consolidtion of stoneby hand rammer i/c openingout stacks sorting kankar into three sizes,repairing patches in existing road surface with kankar making medhi to retain water andramming and also i/c carriage of metal upto 30 mtr carriage of water 200 mtr supply and maintenance of barriers and all tools and plants required for proper completion of work ,kanker to be supplied to the contractor free at sitebut upto 10cm loose thick coat but excluding roller charge 13 Supplying & fixing 80 mm thick Precast colour cement concreteI shapeinter locking paver block ISI mark confirming to IS 15658-2006 with top layer of minimum 5mm thickness having plan dimention 200x( 160+120mm) of op cement , smooth high gloss finish, skid resistant,manufactured from rubur moulds through vibro -compression mechanism. The compressive strength of concrete pavar block shall not be less than40MPa and weight 4.5 kg per no.including cost of meterial, with blanket layer of 4.00cm thick fine sandincluding labour T& P etc required for proper completion of the work as directed by Engineer-in-charge. colour tiles 14 Providing wall putty on new surface with approved 15 Painting on divider 1 priming and two coats ofenamel paint 16 Supply/ fixing of black granite stone sign boardwith cutting of given maters as per direction of engineer in charge in all complete

Sr No	CorrigendumDate	Corrigendum	CorrigendumType	NewSubmissionDate
1	15-03-2025	DATE	Date	18-03-2025

INR 5900 /-

INR 1540468.0 /-

INR 2.68 Crore /-