Tender For Repair Renovation Damages To Range Office Bashla To Khanori Rohaldhar Road Km 0/0-2/00 (Sh:- Construction Of Boundary Wall At Rd 0/640-0/760 & Construction Of Unlined Surface Drain At Rd 0/0-1/500, Rohru-Himachal Pradesh
TDR : 55255979
Tender Notice
BOQ
Expired
Rohru
Himachal Pradesh
Tender For repair renovation Damages To Range Office Bashla To Khanori Rohaldhar Road Km 0/0-2/00 (Sh:- Construction of Boundary Wall At Rd 0/640-0/760 & Construction of Unlined Surface Drain At Rd 0/0-1/500
Name of Work:- R/R Damages to Range office Bashla to Khanori Rohaldhar road km 0/0-2/00 (SH:- C/O B/Wall at RD 0/640-0/760 & C/O unlined surface drain at RD 0/0-1/500
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 with in all leads and lifts as per directed by the Engineer-in-Change
2
Earthwork in excavation for structures as per 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. with in all leads and lifts as per 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 within all leads and lifts as per directions of Engineer in charge
4
Randon Rubble Stone masonary in cement mortar 1:6 (1 Cement : 6 sand) for foundation complete as as per drawings and technical specification Clauses 702, 704,1202 and 1203 including carriage of material within all leadsa and lifts as per directions of Engineer in charge
5
Providing weephole in brick masonary /stone masonary ,plain/ rainforced concrate abutment wing wall, return wall with 100mm dia AC pipe extending through the full width of the structures with slpoe of 1 (V):20(H) towards drawing face complete as per drawings and technical specification Clauses614,709,1204.3.7.as directed by the Engineer-in-Change
6
Construction of unlined surface drains of average cross-sectional area 0.40sqm in soil to specified lines, grades, levels and dimensions. Excavate d material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. Please Enable Macros to View BoQ information
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