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| 1 | PART-I: PROVIDING, LAYING AND COMPACTION OF BITUMINIOUS READY MIX(HMP) FOR BC 30 MM THICK AND CORRECTION WORK WITH BM 50 MM THICK, APPLYING TACK COAT, ROAD MARKING, ROAD STUD AND BERM FILLINGON TEZU(TCP)-LOHITPUR-SHIVAJINAGAR-TEZU ROAD |
| 2 | Providing, laying and Compaction of 30 mm thick Bituminous concrete as perMoRT&H specifications for road and bridge works mixed with binder asphalt Bitumen as per Job Mix formula min 5.4% by weight of total mix and 2% filler by weight of mix conforming to the required specifications for filler as per Table 500.9 of MoRT&H specifications for road and bridge works (5th revision) and rolled to the required specification complete in all respect all as specified and directed by Engineer-In-chargebetween km 0.000 to 12.840 (net length 12.840 km) on Tezu(Tcp)-Lohitpur-Shivajinagar-Tezu road of 1444 BCC under 48 BRTF/Project Udayak in Arunachal Pradesh State. |
| 3 | Providing and applying Tack Coat using emulsion pressure distributer @2.5 Kg/10 Sqm (RS-1 grade) or using paving bitumen using bitumen pressure distributer on prepared bituminous/ granular surface cleaned with mechanical broom, all complete as per clause 503 of MoRT&H Specification for Road & Bridge (5th Revision) complete in all respect all as specified and directed by Engineer-In-Chargebetween km 0.000 to 12.840 (net length 12.840 km) on Tezu(Tcp)-Lohitpur-Shivajinagar-Tezu road of 1444 BCC under 48 BRTF/Project Udayak in Arunachal Pradesh State. |
| 4 | Providing, laying and Compaction of 50mm thick BM (Bituminous Macadam) for correction works with pre coated stone chips grading conforming to Table-500-7 and aggregates satisfying the physical requirement of table 500-6 of MoRT&H specifications for road and bridge works (5th revision) mixed with 3.4% bitumen by mass of total mix and rolled/compacted as per MoRT&H specifications (5th Revision) to the required specification complete in all respect all as specified and directed by Engineer-In-Chargebetween km 0.000 to 12.840 (net length 12.840 km) on Tezu(Tcp)-Lohitpur-Shivajinagar-Tezu road of 1444 BCC under 48 BRTF/Project Udayak in Arunachal Pradesh State |
| 5 | Providing and applying Road marking with thermoplastic paint (2.5 mm thick) conforming to MORT&H clause 803.4 including preparation of surface complete in all Respect as specified and directed by Engineer -In –Chargebetween km 0.000 to 12.840 (net length 12.840 km) on Tezu(Tcp)-Lohitpur-Shivajinagar-Tezu road of 1444 BCC under 48 BRTF/Project Udayak in Arunachal Pradesh State |
| 6 | Providing and fixing of road stud 100x100 mm, diecast in aluminium, 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 dedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part4) 1973 as specified in ParticularSpecifications and notes of Sch ‘A’ and as directed and approved by Engineer-in-Charge between km 0.000 to 12.840 (net length 12.840 km) on Tezu(Tcp)-Lohitpur-Shivajinagar-Tezu road of 1444 BCC under 48 BRTF/Project Udayak in Arunachal Pradesh State |
| 7 | Earth work in embankment by filling with earth free from roots etc spreading in layers not exceeding 30 cm including watering and finishing to required slope and level not exceeding 1.5m high above the base in ordinary soil for bothside berm of width 0.90 mtrcomplete in all Respect as specified and directed by Engineer -In –Charge between km 0.000 to 12.840 (net length 12.840 km) on Tezu(Tcp)-Lohitpur-Shivajinagar-Tezu road of 1444 BCC under 48 BRTF/Project Udayak in Arunachal Pradesh State |
| 8 | PART-II: PROVIDING, LAYING AND COMPACTION OF BITUMINIOUS READY MIX(HMP) FOR BC 30 MM THICK AND CORRECTION WORK WITH BM 50 MM THICK, APPLYING TACK COAT, ROAD MARKING, ROAD STUD AND BERM FILLINGON INTERNAL ROAD 48 BRTF |
| 9 | Providing, laying and Compaction of 30 mm thick Bituminous concrete as perMoRT&H specifications for road and bridge works mixed with binder asphalt Bitumen as per Job Mix formula min 5.4% by weight of total mix and 2% filler by weight of mix conforming to the required specifications for filler as per Table 500.9 of MoRT&H specifications for road and bridge works (5th revision) and rolled to the required specification complete in all respect all as specified and directed by Engineer-In-charge between km 0.000 to 2.050 (net length 2.050 km) oninternal road 48 BRTF road of 1444 BCC under 48 BRTF/Project Udayak in Arunachal Pradesh State. |
| 10 | Providing and applying Tack Coat using emulsion pressure distributer @2.5 Kg/10 Sqm (RS-1 grade) or using paving bitumen using bitumen pressure distributer on prepared bituminous/ granular surface cleaned with mechanical broom, all complete as per clause 503 of MoRT&H Specification for Road & Bridge (5th Revision) complete in all respect all as specified and directed by Engineer-In-Chargebetween km 0.000 to 2.050 (net length 2.050 km) oninternal road 48 BRTF road of 1444 BCC under 48 BRTF/Project Udayak in Arunachal Pradesh State. |
| 11 | Providing, laying and Compaction of 50mm thick BM (Bituminous Macadam) for correction works with pre coated stone chips grading conforming to Table-500-7 and aggregates satisfying the physical requirement of table 500-6 of MoRT&H specifications for road and bridge works (5th revision) mixed with 3.4% bitumen by mass of total mix and rolled/compacted as per MoRT&H specifications (5th Revision) to the required specification complete in all respect all as specified and directed by Engineer-In-Chargebetween km 0.000 to 2.050 (net length 2.050 km) oninternal road 48 BRTF road of 1444 BCC under 48 BRTF/Project Udayak in Arunachal Pradesh State. |
| 12 | Providing and applying Road marking with thermoplastic paint (2.5 mm thick) conforming to MORT&H clause 803.4 including preparation of surface complete in all Respect as specified and directed by Engineer -In –Chargebetween km 0.000 to 2.050 (net length 2.050 km) oninternal road 48 BRTF road of 1444 BCC under 48 BRTF/Project Udayak in Arunachal Pradesh State |
| 13 | Providing and fixing of road stud 100x100 mm, diecast in aluminium, 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 dedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part4) 1973 as specified in ParticularSpecifications and notes of Sch ‘A’ and as directed and approved by Engineer-in-Charge between km 0.000 to 2.050 (net length 2.050 km) oninternal road 48 BRTF road of 1444 BCC under 48 BRTF/Project Udayak in Arunachal Pradesh State |
| 14 | Earth work in embankment by filling with earth free from roots etc spreading in layers not exceeding 30 cm including watering and finishing to required slope and level not exceeding 1.5m high above the base in ordinary soil for bothside berm of width 0.90 mtrcomplete in all Respect as specified and directed by Engineer -In –Chargebetween km 0.000 to 2.050 (net length 2.050 km) oninternal road 48 BRTF road of 1444 BCC under 48 BRTF/Project Udayak in Arunachal Pradesh State |
