RESURF WITH BC, CORR WK WITH DBM , BERM FILL, LINE MARKING, S AND F RD STUD ON RD NORTH CAMP FP 03 FP 05,RD DEVASAR PT 186,RD PT 201 EAST CAMP,RD MAHAJAN MACHARANWALI,RD BHURIYADHORA PT 214,RD DEVASAR MAUWALITALIA OF 101 RCC 49TF IN RAJ

Amount

PART-I ROAD NORTH CAMP FP-03 - FP-05(LAKHORCHOTI-PT 186) FROM KM 0.000 TO KM 10.260

Providing and laying for resurfacing works by 3.00 cm thick (compacted) Bituminous Concrete (BC) layer with HMP mix precoated stone chips having physical requirement / grading / mix composition requirements as per table 500-11/16/17 respectively mixed with minimum 5.4% binder asphalt VG-30 by weight of total mix and 2% cement / lime by weight of total aggregate (for filler) all as specified in clause 505.2.4 of MORT&H specifications for road and bridge work (fifth revision) including cleaning of road surface, applying tack coat, laying by sensor paver finisher, rolling and compaction to specified compacted thickness , all as specified in special conditions and particular specifications and as directed by Engineer-in-Charge/ OC Contract.

Providing and laying 5.0 cm thick (compacted ) DBM for correction work with precoated stone aggregate physical requirements/grading/mix composition requirement as per Table - 500-8/9/10 respectively of MORT&H specifications for road and bridge works(Fifth revision) with minimum 4.50% binder asphalt VG-30 by weight of total mix all as specified in clause 505 of MORT&H specifications for road &bridge work (Fifth revision) including cleaning of road surface applying tack coat,rolling and compaction to speceified compacted thickness ,all as specified in special conditions and particular specifications and as directed by Engineer-in-Charge/ OC Contract.

Road marking of Centr line and Edge line marking with hot applied thermoplastic paint (2.5 mm thick) conforming to clause 803.4 of MORTH specifications for road and bridge works (fifth revision) including preparation of surface and application. All as specified in special conditions and particular specifications and as directed by Engineer-In-Charge /OC Contract.

Providing and fixing of road Studs (cats eye) 100x100 mm ,diecast in aluminium ,resistant to corrosive effect of salt and grit fitted with lens reflectors, intalled in asphalt surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar ,all as per BS 893 (Part4) 1973 .All as specified in special conditions and particular specifications and as directed by Engineer-In-Charge /OC Contract.

PART-II ROAD DEVASAR - PT 186 FROM KM 0.000 TO KM 15.840

Providing and laying for resurfacing works by 3.00 cm thick (compacted) Bituminous Concrete (BC) layer with HMP mix precoated stone chips having physical requirement / grading / mix composition requirements as per table 500-11/16/17 respectively mixed with minimum 5.4% binder asphalt VG-30 by weight of total mix and 2% cement / lime by weight of total aggregate (for filler) all as specified in clause 505.2.4 of MORT&H specifications for road and bridge work (fifth revision) including cleaning of road surface, applying tack coat, laying by sensor paver finisher, rolling and compaction to specified compacted thickness , all as specified in special conditions and particular specifications and as directed by Engineer-in-Charge/ OC Contract.

Providing and laying 5.0 cm thick (compacted ) DBM for correction work with precoated stone aggregate physical requirements/grading/mix composition requirement as per Table - 500-8/9/10 respectively of MORT&H specifications for road and bridge works(Fifth revision) with minimum 4.50% binder asphalt VG-30 by weight of total mix all as specified in clause 505 of MORT&H specifications for road &bridge work (Fifth revision) including cleaning of road surface applying tack coat,rolling and compaction to speceified compacted thickness ,all as specified in special conditions and particular specifications and as directed by Engineer-in-Charge/ OC Contract.

Road marking of Centr line and Edge line marking with hot applied thermoplastic paint (2.5 mm thick) conforming to clause 803.4 of MORTH specifications for road and bridge works (fifth revision) including preparation of surface and application. All as specified in special conditions and particular specifications and as directed by Engineer-In-Charge /OC Contract.

Providing and fixing of road Studs (cats eye) 100x100 mm ,diecast in aluminium ,resistant to corrosive effect of salt and grit fitted with lens reflectors, intalled in asphalt surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar ,all as per BS 893 (Part4) 1973 .All as specified in special conditions and particular specifications and as directed by Engineer-In-Charge /OC Contract.

PART-III ROAD PT 201 - EAST CAMP FROM KM 0.000 TO KM 3.660

Providing and laying for resurfacing works by 3.00 cm thick (compacted) Bituminous Concrete (BC) layer with HMP mix precoated stone chips having physical requirement / grading / mix composition requirements as per table 500-11/16/17 respectively mixed with minimum 5.4% binder asphalt VG-30 by weight of total mix and 2% cement / lime by weight of total aggregate (for filler) all as specified in clause 505.2.4 of MORT&H specifications for road and bridge work (fifth revision) including cleaning of road surface, applying tack coat, laying by sensor paver finisher, rolling and compaction to specified compacted thickness , all as specified in special conditions and particular specifications and as directed by Engineer-in-Charge/ OC Contract.

Providing and laying 5.0 cm thick (compacted ) DBM for correction work with precoated stone aggregate physical requirements/grading/mix composition requirement as per Table - 500-8/9/10 respectively of MORT&H specifications for road and bridge works(Fifth revision) with minimum 4.50% binder asphalt VG-30 by weight of total mix all as specified in clause 505 of MORT&H specifications for road &bridge work (Fifth revision) including cleaning of road surface applying tack coat,rolling and compaction to speceified compacted thickness ,all as specified in special conditions and particular specifications and as directed by Engineer-in-Charge/ OC Contract.

Road marking of Centr line and Edge line marking with hot applied thermoplastic paint (2.5 mm thick) conforming to clause 803.4 of MORTH specifications for road and bridge works (fifth revision) including preparation of surface and application. All as specified in special conditions and particular specifications and as directed by Engineer-In-Charge /OC Contract.

Providing and fixing of road Studs (cats eye) 100x100 mm ,diecast in aluminium ,resistant to corrosive effect of salt and grit fitted with lens reflectors, intalled in asphalt surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar ,all as per BS 893 (Part4) 1973 .All as specified in special conditions and particular specifications and as directed by Engineer-In-Charge /OC Contract.

PART-IV ROAD MAHAJAN - MACHARANWALI FROM KM 0.542 TO KM 17.473

Providing and laying for resurfacing works by 3.00 cm thick (compacted) Bituminous Concrete (BC) layer with HMP mix precoated stone chips having physical requirement / grading / mix composition requirements as per table 500-11/16/17 respectively mixed with minimum 5.4% binder asphalt VG-30 by weight of total mix and 2% cement / lime by weight of total aggregate (for filler) all as specified in clause 505.2.4 of MORT&H specifications for road and bridge work (fifth revision) including cleaning of road surface, applying tack coat, laying by sensor paver finisher, rolling and compaction to specified compacted thickness , all as specified in special conditions and particular specifications and as directed by Engineer-in-Charge/ OC Contract.

Providing and laying 5.0 cm thick (compacted ) DBM for correction work with precoated stone aggregate physical requirements/grading/mix composition requirement as per Table - 500-8/9/10 respectively of MORT&H specifications for road and bridge works(Fifth revision) with minimum 4.50% binder asphalt VG-30 by weight of total mix all as specified in clause 505 of MORT&H specifications for road &bridge work (Fifth revision) including cleaning of road surface applying tack coat,rolling and compaction to speceified compacted thickness ,all as specified in special conditions and particular specifications and as directed by Engineer-in-Charge/ OC Contract.

Road marking of Centr line and Edge line marking with hot applied thermoplastic paint (2.5 mm thick) conforming to clause 803.4 of MORTH specifications for road and bridge works (fifth revision) including preparation of surface and application. All as specified in special conditions and particular specifications and as directed by Engineer-In-Charge /OC Contract.

Providing and fixing of road Studs (cats eye) 100x100 mm ,diecast in aluminium ,resistant to corrosive effect of salt and grit fitted with lens reflectors, intalled in asphalt surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar ,all as per BS 893 (Part4) 1973 .All as specified in special conditions and particular specifications and as directed by Engineer-In-Charge /OC Contract.

PART-V ROAD BHURIYADHORA - PT 214 FROM KM 0.000 TO KM 7.020

Providing and laying for resurfacing works by 3.00 cm thick (compacted) Bituminous Concrete (BC) layer with HMP mix precoated stone chips having physical requirement / grading / mix composition requirements as per table 500-11/16/17 respectively mixed with minimum 5.4% binder asphalt VG-30 by weight of total mix and 2% cement / lime by weight of total aggregate (for filler) all as specified in clause 505.2.4 of MORT&H specifications for road and bridge work (fifth revision) including cleaning of road surface, applying tack coat, laying by sensor paver finisher, rolling and compaction to specified compacted thickness , all as specified in special conditions and particular specifications and as directed by Engineer-in-Charge/ OC Contract.

Providing and laying 5.0 cm thick (compacted ) DBM for correction work with precoated stone aggregate physical requirements/grading/mix composition requirement as per Table - 500-8/9/10 respectively of MORT&H specifications for road and bridge works(Fifth revision) with minimum 4.50% binder asphalt VG-30 by weight of total mix all as specified in clause 505 of MORT&H specifications for road &bridge work (Fifth revision) including cleaning of road surface applying tack coat,rolling and compaction to speceified compacted thickness ,all as specified in special conditions and particular specifications and as directed by Engineer-in-Charge/ OC Contract.

Road marking of Centr line and Edge line marking with hot applied thermoplastic paint (2.5 mm thick) conforming to clause 803.4 of MORTH specifications for road and bridge works (fifth revision) including preparation of surface and application. All as specified in special conditions and particular specifications and as directed by Engineer-In-Charge /OC Contract.

Providing and fixing of road Studs (cats eye) 100x100 mm ,diecast in aluminium ,resistant to corrosive effect of salt and grit fitted with lens reflectors, intalled in asphalt surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar ,all as per BS 893 (Part4) 1973 .All as specified in special conditions and particular specifications and as directed by Engineer-In-Charge /OC Contract.

PART-VI ROAD DEVASAR - MAUWALITALIA FROM KM 0.000 TO KM 8.100

Providing and laying for resurfacing works by 3.00 cm thick (compacted) Bituminous Concrete (BC) layer with HMP mix precoated stone chips having physical requirement / grading / mix composition requirements as per table 500-11/16/17 respectively mixed with minimum 5.4% binder asphalt VG-30 by weight of total mix and 2% cement / lime by weight of total aggregate (for filler) all as specified in clause 505.2.4 of MORT&H specifications for road and bridge work (fifth revision) including cleaning of road surface, applying tack coat, laying by sensor paver finisher, rolling and compaction to specified compacted thickness , all as specified in special conditions and particular specifications and as directed by Engineer-in-Charge/ OC Contract.

Providing and laying 5.0 cm thick (compacted ) DBM for correction work with precoated stone aggregate physical requirements/grading/mix composition requirement as per Table - 500-8/9/10 respectively of MORT&H specifications for road and bridge works(Fifth revision) with minimum 4.50% binder asphalt VG-30 by weight of total mix all as specified in clause 505 of MORT&H specifications for road &bridge work (Fifth revision) including cleaning of road surface applying tack coat,rolling and compaction to speceified compacted thickness ,all as specified in special conditions and particular specifications and as directed by Engineer-in-Charge/ OC Contract.

Road marking of Centr line and Edge line marking with hot applied thermoplastic paint (2.5 mm thick) conforming to clause 803.4 of MORTH specifications for road and bridge works (fifth revision) including preparation of surface and application. All as specified in special conditions and particular specifications and as directed by Engineer-In-Charge /OC Contract.

Providing and fixing of road Studs (cats eye) 100x100 mm ,diecast in aluminium ,resistant to corrosive effect of salt and grit fitted with lens reflectors, intalled in asphalt surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar ,all as per BS 893 (Part4) 1973 .All as specified in special conditions and particular specifications and as directed by Engineer-In-Charge /OC Contract.

Shree Karni Traders

M/s Baghla trading company