Tender For Repair Renovation Damages On Deoli Khalai Dharikupper Road 0/00 To 8/00(Sh:- Construction Of Retaining Wall At Rd 1/135-1/160, Retaining Wall In Wire Crate At Rd 0/790-0/805 & Boundary Wall At Rd 2/110-2/130, Boundary Wall In Wire Crate At, Rohru-Himachal Pradesh
TDR : 55206668
Tender Notice
BOQ
5 Days Left
Rohru
Himachal Pradesh
Tender For repair renovation Damages On Deoli Khalai Dharikupper Road 0/00 To 8/00(Sh:- Construction of Retaining Wall At Rd 1/135-1/160, Retaining Wall In Wire Crate At Rd 0/790-0/805 & Boundary Wall At Rd 2/110-2/130, Boundary Wall In Wire Crate At
Name of Work:- RR Damages on Deoli Khalai Dharikupper road 0/00 to 8/00(SH:- C/O R/Wall at RD 1/135-1/160, R/Wall in wire crate at RD 0/790-0/805 & B/Wall at RD 2/110-2/130, B/Wall in wire crate at RD 2/435-2/465)
Sl. No.
Item Description
1
Excavation in soil in Hilly Area by manual means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per drawing and Technical Specification Clause 1603. and as per HPPWD, specification of 1990 volume-I as directed by the Engineer in Charge
2
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.as directed by the Engineer-in-Change
3
Plain/reinforced cement concrete (1:6:12) in open foundation complete as per drawings and technical specification Clauses 802, 803, 1202 and 1203.as directed by the Engineer-in-Change
4
Plain/reinforced cement concrete (1:4:8) in open foundation complete as per drawings and technical specification Clauses 802, 803, 1202 and 1203.as directed by the Engineer-in-Change
5
Stone masonary in cement mortar for sub structure complete as as per drawings and technical specification Clauses 702, 704,1202 and 1204 rendam rubble masonary in cement mortar 1:6 .as directed by the Engineer-in-Change
6
Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301 Please Enable Macros to View BoQ information
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