Tender For Repair Renovation Damages On Sainji Astani Road Km 0/00 To 3/910 (Sh:- Construction Of Retaining Wall At Rd 0/790-0/800, 0/495-0/504, 3/165-3/170, 3/530-3/560 ), Rohru-Himachal Pradesh
TDR : 54646701
Tender Notice
BOQ
5 Days Left
Rohru
Himachal Pradesh
Tender For repair renovation Damages On Sainji Astani Road Km 0/00 To 3/910 (Sh:- Construction of Retaining Wall At Rd 0/790-0/800, 0/495-0/504, 3/165-3/170, 3/530-3/560 )
Name of Work:- RR Damages on Sainji Astani road Km 0/00 to 3/910 (SH:- C/O R/Wall at RD 0/790-0/800, 0/495-0/504, 3/165-3/170, 3/530-3/560 )
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
Dry masonry with hard stone (first or second sort) in superstructure above plinth level and upto floor five level complete including carriage of material in all leads and lifts as per direction of the Engineer in Charge.
7
Providing and laying of back filling behind abutment wing wall and return walls with complete as per drawing & technical specification clause 1204.3.8 as directed by the Engineer-in-Change Please Enable Macros to View BoQ information
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