Tender For Repair Renovation Damage On Umladwar Pharog Khalawan Khadd Road Km 0/00 To 12/500 (Sh:- Construction Of Retaining Wall At Rd 4/450-4/470, Boundary Wall At Rd 4/200-4/230, 2/775-2/795, 4/880-4/895, 4/940-4/960, Boundary Wall In Wire Crate 2, Rohru-Himachal Pradesh
TDR : 55042336
Tender Notice
BOQ
6 Days Left
Rohru
Himachal Pradesh
Tender For repair renovation Damage On Umladwar Pharog Khalawan Khadd Road Km 0/00 To 12/500 (Sh:- Construction of Retaining Wall At Rd 4/450-4/470, Boundary Wall At Rd 4/200-4/230, 2/775-2/795, 4/880-4/895, 4/940-4/960, Boundary Wall In Wire Crate 2
Name of Work:- R/R Damage on Umladwar Pharog Khalawan Khadd road KM 0/00 to 12/500 (SH:- C/O R/Wall at RD 4/450-4/470, B/Wall at RD 4/200-4/230, 2/775-2/795, 4/880-4/895, 4/940-4/960, B/Wall in Wire Crate 2/850-2/865)
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 1603.1 as directed by the Engineer-in-Change
2
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
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 1:6 (1Cement :6 sand) for sub-structure complete as per drawings and technical specification Clauses 702, 704,1202 and 1204 including carriage of material within all leads and lifts as per directions of Engineer in charge
6
Construction of dry rubble masonary for retaining wall , brest walls , reventment walls and parapets etc.for sub-structure and super structure complete as per drawings and technical specification Clauses 704.6,1302.5 .as directed by the Engineer-in-Change
7
Providing and laying of boulder apron laid in wire crates with 4 mm (four) milimetre dia Gl wire conforming to 18280 and IS: 4826 in 100 mm x 100 mm ( hundred milimetre x hundred molimetre) mesh (woven diagonally) including 10 (ten) percent extra for laps end joints laid with stone boulders weighing not less than 2 5 (twenty five)kilogramme each as per drawing and MORD Technical Specifications Clause 1301 and as per the direction of the Engineer-in-Charge including carriage of material through al! modes of transportation within ail leads and lifts and other incidentals. Please Enable Macros to View BoQ information
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