Border Roads Organisation Tender

With following details all as specified in particular specifications and as per MoRT&H Specification (Vth revision) for Roads and Bridge Work as per details mentioned below: (i) Length of approach road (a) Sanklang side approach - 100 Mtr (b) Toong side approach - 10 Mtr (ii) Fmn Wks for Rough Excavation in SMB/SR/HR and Embankment Filling = 3591.50 Cum (iii) Construction of Pmt structure as per drawings provided by Department. Details of Structures to be made :- Sanklang side (Home Bank), (a) B/S(Breast /Sausage)WALL X 1 M -12.50 Nos (b) Toe WALL 8(L) X 1(H)(1st, 2nd, 3rd & 4th step) in PCC 1:3:6 - 10.50 Nos (c) Retaining WALL 8(L) X 4(H) in PCC 1:3:6 - 06 Nos (d) Retaining WALL 8(L) X 4.5 (H) in PCC 1:3:6 - 03 Nos (e) Retaining WALL 8(L) X 6(H) in PCC 1:3:6 - 2.5 Nos Toong side (Far Bank) (a) Retaining WALL 8(L) X 6(H) in PCC 1:3:6 - 02 Nos (b) Toe WALL 8(L) X 2 (H) (2 steps) - 04 Nos Approach slab : As per Approved design (b) 12(W) X 4 (L) X 0300 (T) (iii) Surfacing works: As per MORT&H Specifications for Road and Bridge works (Fifth revision ) Para 401 to 520 (a) GSBC 150 mm thick(1st layers) in 7.60 mtr width (b) GSBC 100 mm thick(2nd layers) in 7.60 mtr width (b) WMM 75 mm thick (in 03 layers) in 7.30 mtr width (c) DBM 50 mm thick in 7.00 mtr width (d) BC 40 mm thick in 7.00 mtr width (e) Prime Coat and Tack Coat Note :-All the specifications should be as per MORT&H specifications and relevant IS codes as directed by Engg-In-Charge