Tender For Repair Renovation Damages On Link Road To Village Jharashli Km 0/00 To 1/300 (Sh:- Construction Of Boundary Wall At Rd 0/215 To 0/255 And Boundary Wall In Wire Crate At Rd 0/970 To 0/985), Jubbal-Himachal Pradesh
TDR : 55150586
Tender Notice
BOQ
Expired
Jubbal
Himachal Pradesh
Tender For repair renovation Damages On Link Road To Village Jharashli Km 0/00 To 1/300 (Sh:- Construction of Boundary Wall At Rd 0/215 To 0/255 And Boundary Wall In Wire Crate At Rd 0/970 To 0/985)
Name of Work:- R/R Damages on link road to Village Jharashli km 0/00 to 1/300 (SH:- C/O B/Wall at RD 0/215 to 0/255 and B/Wall in wire crate at RD 0/970 to 0/985)
Sl. No.
Item Description
1
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 any lead and lift , dressing of sides and bottom and backfilling in trenches with excavated suitable material.useful material available from excavation to be properly stacked and handed over to the department free of cost including all leads and lifts, as per HPPWD, specification of 1990 volume-I or as directed by the Engineer-In-Charge
2
Providing and Laying concrete concrete 1:6:12 (1cement: 6 sand: 12 graded stone aggregate 40mm nominal size)for plain/reinforced concrete in open foundations complete as per drawing and technical specification clauses 802, 803, 1202 and 1203 including all leads and lifts, as per HPPWD, specification of 1990 volume-I or as directed by the Engineer-In-Charge
3
Stone Random rubble masonry in cement mortar 1:6(1 cement : 6 sand) complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.including all leads and lifts, or as per HPPWD,. Specification of 1990 Volume-I, asdirected by the Engineer-In-Charge.
4
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 including all leads and lifts as per HPPWD, specification of 1990 volume-I as directed by the Engineer-In-Charge Please Enable Macros to View BoQ information
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