Tender For Repair Renovation Damage To Badiyara To Diswani Road Km 0/00 To 8/00 (Sh:- Construction Of Boundary Wall In Repair Renovation Stone Masonary Cm 1:6 At Rd 1/750-1/770,2/690-2/715,5/120-5/135 & W/C 1/425-1/430,1/680-1/687.50,2/330-2/335,5/05, Rohru-Himachal Pradesh
TDR : 54625350
Tender Notice
BOQ
5 Days Left
Rohru
Himachal Pradesh
Tender For repair renovation Damage To Badiyara To Diswani Road Km 0/00 To 8/00 (Sh:- Construction of Boundary Wall In repair renovation Stone Masonary Cm 1:6 At Rd 1/750-1/770,2/690-2/715,5/120-5/135 & W/C 1/425-1/430,1/680-1/687.50,2/330-2/335,5/05
Name of Work:- R/R Damage to Badiyara to Diswani road KM 0/00 to 8/00 (SH:- C/O B/Wall in R/R stone masonary cm 1:6 at Rd 1/750-1/770,2/690-2/715,5/120-5/135 & W/C 1/425-1/430,1/680-1/687.50,2/330-2/335,5/055-5/070 & HPC 900mm Dia i/c tone masonary cm 1:6 for wing wall both side RD 1/670,3/930)
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
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
4
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
5
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
6
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
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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