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| 1 | PART A- BETWEEN KM 0.00 TO KM 5.127 ON ROAD NORTHERN BY PASS |
| 2 | Correction work with Dense Bituminous Macadam 50 mm thick compacted with HMP using crushed aggregates of specified grading, premixed with bituminous binder VG 10 @ 4.5 % (min) by weight of total mix all as specified. |
| 3 | Providing and applying tack coat as per clause 503 of MORT&H Specifications for Road and Bridge Work (Vth revision) and all as specified. |
| 4 | Providing and layingBituminous Concrete layer 40 mm thick compactedwith HMP using crushed aggregates of specified grading, mixed with bituminous binder VG-10 Grade @ 5.4% (min) by weight of total mixall as specified |
| 5 | Providing and laying road marking with thermoplastic paint (2.5 mm thick) including preparation of surface as per clause 803.4 of MORT&H Specifications for Road and Bridge Work (Vth revision) and all as specified. |
| 6 | Providing and fixing of road stud 100x100 mm diecast in aluminum, resistant to corrosive effect of salt and grit, fitted with lens reflectors, installed in concrete or asphaltic 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 clause 804of MORT&H Specifications for Road and Bridge Work (Vth revision) and all as specified. |
| 7 | PART-B BETWEEN KM 4.800 TO KM 6.250 ON ROAD GANGTOK-CHUNGTHANG |
| 8 | Correction work with Dense Bituminous Macadam 50 mm thick compacted with HMP using crushed aggregates of specified grading, premixed with bituminous binder VG 10 @ 4.5 % (min) by weight of total mix all as specified. |
| 9 | Providing and applying tack coat as per clause 503 of MORT&H Specifications for Road and Bridge Work (Vth revision) and all as specified. |
| 10 | Providing and layingBituminous Concrete layer 40 mm thick compactedwith HMP using crushed aggregates of specified grading, mixed with bituminous binder VG-10 Grade @ 5.4% (min) by weight of total mixall as specified |
| 11 | Providing and laying road marking with thermoplastic paint (2.5 mm thick) including preparation of surface as per clause 803.4 of MORT&H Specifications for Road and Bridge Work (Vth revision) and all as specified. |
| 12 | Providing and fixing of road stud 100x100 mm diecast in aluminum, resistant to corrosive effect of salt and grit, fitted with lens reflectors, installed in concrete or asphaltic 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 clause 804of MORT&H Specifications for Road and Bridge Work (Vth revision) and all as specified. |
| 13 | PART C- BETWEENKM 0.00 TO KM 1.540 ON SWASTIK APPROACH ROAD |
| 14 | Correction work with Dense Bituminous Macadam 50 mm thick compacted with HMP using crushed aggregates of specified grading, premixed with bituminous binder VG 10 @ 4.5 % (min) by weight of total mix all as specified. |
| 15 | Providing and applying tack coat as per clause 503 of MORT&H Specifications for Road and Bridge Work (Vth revision) and all as specified. |
| 16 | Providing and layingBituminous Concrete layer 30 mm thick compactedwith HMP using crushed aggregates of specified grading, mixed with bituminous binder VG-10 Grade @ 5.4% (min) by weight of total mixall as specified |
| 17 | Providing and laying road marking with thermoplastic paint (2.5 mm thick) including preparation of surface as per clause 803.4 of MORT&H Specifications for Road and Bridge Work (Vth revision) and all as specified. |
| 18 | Providing and fixing of road stud 100x100 mm diecast in aluminum, resistant to corrosive effect of salt and grit, fitted with lens reflectors, installed in concrete or asphaltic 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 clause 804of MORT&H Specifications for Road and Bridge Work (Vth revision) and all as specified. |
