Tender For Repair Renovation Damages On Link Road From Ghyan Kaira Sojla To Jaga Mata Mandir Lihar Kelvi Km 4/600 To 5/510 (Sh- Construction Of Boundary Wall At Rd 4/795 To 4/820), Jubbal-Himachal Pradesh
TDR : 54547023
Tender Notice
BOQ
Expired
Jubbal
Himachal Pradesh
Tender For repair renovation Damages On Link Road From Ghyan Kaira Sojla To Jaga Mata Mandir Lihar Kelvi Km 4/600 To 5/510 (Sh- Construction Of Boundary Wall At Rd 4/795 To 4/820)
Name of Work:- R/R Damages on link road from Ghyan Kaira Sojla to Jaga Mata mandir lihar Kelvi Km 4/600 to 5/510 (SH- Construction of B/wall at Rd 4/795 to 4/820)
Sl. No.
Item Description
1
Excavation in soil in Hilly Area in all kind of sand by mechanical/manual means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto any lead and lift as per Technical Specification Clause 1603.1 and as per HPPWD, specification of 1990 Volume-I, or 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 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
3
Providing and Laying concrete concrete 1:4:8 (1cement: 4 sand: 8 graded stone aggregate 40mm nominal size) 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
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
5
Providing weapholes in brick masonry / stone masonry /plain reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending through the full with of the structures with slop of 1(v):20(H) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204.3.7 Please Enable Macros to View BoQ information
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