PROVIDING LAYING AND COMPACTING OF 03 CM THICK BITUMINOUS CARPET AND CORRECTION WORK WITH 03 CM THICK BITUMINOUS MACADAM AT DIFFERENT LOCATIONS BETWEEN KM 9PT301 TO 15PT925 ON SHERGOAN MORSHING ROAD FOR AS PART A BETWEEN KM 6PT757 TO KM 11PT235 ON

BETWEEN KM 9.301 TO 15.925 ON SHERGOAN-MORSHING ROAD Part 'A'

Providing, laying and compacting Bituminous Macadam layer (BM) to a consolidated thickness of 03 cm including preparation of surface and application of a tack coat of bitumen emulsion complying with IS 8887 (a) 0.3 Kg per square meter area on existing bituminous road surface as preparatory to the super imposition of BM mix with pre-coated aggregate graded as per table No.500-7 and satisfying the physical requirement as per table No.500-6 of MoRT&H specification (Fifth Revision) mixed with minimum 3.4% by weight of total mix as binder in accordance to Table 500-1 as per MoRT&H specification for Road and Bridge works (Fifth Revision) and as per mix design/job mix formula approved by OC Contract for correction work before laying of 30 mm thick BC. The work shall be completed in all respect involving all cost of material, transportation, laying, labour, compensation etc.

Providing, laying and compacting Bituminous concrete to a consolidated thickness of 03 cm including application of tack coat of bitumen emulsion complying with IS 8887 (a) 0.3 Kg per square meter area on existing bituminous surface as preparatory to the super imposition of BC mix for carrying out resurfacing works with pre-coated aggregate conforming to table 500-16 and satisfying the requirement of table 500-17 mixed with minimum 5.4% binder asphalt in accordance to Table 500-1 by weight of total mix and 2% cement by weight of mix (for filler) all as specified as per MoRT&H specification for Road and Bridge (Fifth Revision)and as per mix design/job mix formula approved by OC Contract. The work shall be completed in all respect including all cost of material, transportation, laying, labour, compensation etc.

BETWEEN KM 6.757 TO KM 11.235 ON MORSHNG-PHUDUNG ROAD Part 'B'

Providing, laying and compacting Bituminous Macadam layer (BM) to a consolidated thickness of 03 cm including preparation of surface and application of a tack coat of bitumen emulsion complying with IS 8887 (a) 0.3 Kg per square meter area on existing bituminous road surface as preparatory to the super imposition of BM mix with pre-coated aggregate graded as per table No.500-7 and satisfying the physical requirement as per table No.500-6 of MoRT&H specification (Fifth Revision) mixed with minimum 3.4% by weight of total mix as binder in accordance to Table 500-1 as per MoRT&H specification for Road and Bridge works (Fifth Revision) and as per mix design/job mix formula approved by OC Contract for correction work before laying of 30 mm thick BC. The work shall be completed in all respect involving all cost of material, transportation, laying, labour, compensation etc.

Providing, laying and compacting Bituminous concrete to a consolidated thickness of 03 cm including application of tack coat of bitumen emulsion complying with IS 8887 (a) 0.3 Kg per square meter area on existing bituminous surface as preparatory to the super imposition of BC mix for carrying out resurfacing works with pre-coated aggregate conforming to table 500-16 and satisfying the requirement of table 500-17 mixed with minimum 5.4% binder asphalt in accordance to Table 500-1 by weight of total mix and 2% cement by weight of mix (for filler) all as specified as per MoRT&H specification for Road and Bridge (Fifth Revision)and as per mix design/job mix formula approved by OC Contract. The work shall be completed in all respect including all cost of material, transportation, laying, labour, compensation etc.

BETWEEN KM 0.000 TO KM 16.000 ON PHUDUNG- MANDALA ROAD Part 'C'

Providing, laying and compacting Bituminous Macadam layer (BM) to a consolidated thickness of 03 cm including preparation of surface and application of a tack coat of bitumen emulsion complying with IS 8887 (a) 0.3 Kg per square meter area on existing bituminous road surface as preparatory to the super imposition of BM mix with pre-coated aggregate graded as per table No.500-7 and satisfying the physical requirement as per table No.500-6 of MoRT&H specification (Fifth Revision) mixed with minimum 3.4% by weight of total mix as binder in accordance to Table 500-1 as per MoRT&H specification for Road and Bridge works (Fifth Revision) and as per mix design/job mix formula approved by OC Contract for correction work before laying of 30 mm thick BC. The work shall be completed in all respect involving all cost of material, transportation, laying, labour, compensation etc.

Providing, laying and compacting Bituminous concrete to a consolidated thickness of 03 cm including application of tack coat of bitumen emulsion complying with IS 8887 (a) 0.3 Kg per square meter area on existing bituminous surface as preparatory to the super imposition of BC mix for carrying out resurfacing works with pre-coated aggregate conforming to table 500-16 and satisfying the requirement of table 500-17 mixed with minimum 5.4% binder asphalt in accordance to Table 500-1 by weight of total mix and 2% cement by weight of mix (for filler) all as specified as per MoRT&H specification for Road and Bridge (Fifth Revision)and as per mix design/job mix formula approved by OC Contract. The work shall be completed in all respect including all cost of material, transportation, laying, labour, compensation etc.

Mr. Sankatha Prasad Jaiswal