Bypasses. The details of the existing road sections proposed to be bypassed are as follows: 1 Panchgram Bypass From Km 22+680 of NH-37 to NH-6 (Old NH-44) near Xxxxxxxxx Pt.-I Village. Km 16+330 to Km 27+300 10.970
(vi) Nil The dates on which the Authority shall provide Right of Way of Construction Zone to the Contractor on different stretches of the Site are stated below:
(1) (2) (3) (4) (5)
(i) Full Right of Way (full width) 16+300 to 16+960 16+960 to 17+050 17+050 to 17+450 17+450 to 18+580 18+580 to 27+300 0+660 0+090 0+400 1+130 8+720 6050603560 90% ROW ofConstruction Zone to be handed over on Appointed Date and balance within 150 days from Appointed date
(a) Stretch
(b) Stretch
(c) Stretch
(d) Stretch
(e) Stretch
(ii) Part Right of Way (part width) (a) Stretch 15+500 to 15+700 0+200 30 On appointed date (b) Stretch 15+700 to 16+300 0+600 30 (Average)
(iii) Balance Right of Way (width) 90% ROW of (a) Stretch 15+500 to 15+700 0+200 15 Construction Zone to be (b) Stretch 15+700 to 16+300 0+600 30(Average) handed over on Appointed Date and balance within 150 days from Appointed date Annex – III (Schedule-A) Alignment Plans The existing alignment of the Project Highway shall be modified in the following sections as per the alignment plan indicated below:
(i) The alignment of the Project Highway is enclosed in alignment plan. Finished road level indicated in the alignment plan shall be followed by the contractor as minimum FRL. In any case, the finished road level of the project highway shall not be less than those indicated in the alignment plan. The contractor shall, however, improve/upgrade the Road profile as indicated in Annex-III based on site/design requirement.
(ii) Traffic Signage plan of the Project Highway showing numbers & location of traffic signs is enclosed. The contractor shall, however, improve/upgrade upon the traffic signage plan as indicated in Annex-III based on site/design requirement as per the relevant specifications/IRC Codes/Manual.
Bypasses. The details of the existing road sections proposed to be bypassed are as follows:
Bypasses. Supplier will make every reasonable effort to ensure a quality standard of .5% or less per month for Bypasses. Bypasses are measured by dividing the total number of Bypasses by the same month’s total number of new WA’s.
Bypasses. The details of the existing road sections proposed to be bypassed are as follows: (As per Clause 8.3 (i)) The dates on which the Authority shall provide Right of Way of Construction Zone to the Contractor on different stretches of the Site are stated below: 31+080 31+150 70 40 31+150 31+180 30 30 31+180 31+300 120 40 31+300 31+400 100 30 31+400 31+449 49 18 (ii) Part Right of Way (part width) 29.030 29.490 460 7 On Appointed date
Bypasses. The details of the existing road sections proposed to be bypass are as follows: 1 Jirania Existing: 462.300 to 466.600 Design: 249+300 to 252+300 Existing: 4.300 Km Design: 3.00 Km 2 Ranibazar Existing: 471+000 to 475+100 & 0.00 to 1.300 Design: 257+600 to 261+600 Existing: 5.400 Km Design: 4.00 Km
Bypasses. USACE will not construct bypasses for County Roads 16, 36 or 81 during improvement or relocation construction.
Bypasses. The details of the existing road sections proposed to be bypassed are as follows: 1 Badarpur Bypass From NH-6 (Old NH-44) existing Chainage Km 197.280 near Xxxxxxxxx Pt.-I Village to Km 209+850 of Old NH-44. Km 27+300 to Km 37+700 10.400
Bypasses. If there is only one (1) service line and the water service cannot be interrupted, a second backflow preventer may be installed in parallel with the first. Under no circumstances will a backflow preventer be bypassed by unprotected piping.
Bypasses. (a) Barmer-Sindari- Jalore Section Sl. No. Name of Bypass Existing Chainage Design Chainage Length (km) (b) Ahore-Bali-Mundara (Sanderao-Mundara) Section Sl. No. Name of Bypass Existing Chainage Design Chainage Length (km)
