Tender For Repair Renovation Damage To Machoti Dhara Chopoti Kui Road 0/00 To 9/00(Sh:- Construction Of Retaining Wall At Rd 0/950 To 0/970,3/560 To 3/590 Boundary Wall At Rd 3/200 To 3/230), Shimla-Himachal Pradesh
TDR : 55159801
Tender Notice
BOQ
5 Days Left
Shimla
Himachal Pradesh
Tender For repair renovation Damage To Machoti Dhara Chopoti Kui Road 0/00 To 9/00(Sh:- Construction of Retaining Wall At Rd 0/950 To 0/970,3/560 To 3/590 Boundary Wall At Rd 3/200 To 3/230)
Name of Work:- RR Damage to machoti Dhara Chopoti Kui road 0/00 to 9/00(SH:- C/o R/wall at Rd 0/950 to 0/970,3/560 to 3/590 B/wall at Rd 3/200 to 3/230)
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
Plain/reinforced cement concrete (1:4:8) 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
5
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
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
Stone filling behind R/wall and wing wall and return walls with granular material complete as per MORD technical specification clause 1204.3.8 as directed by the Engineer-in-Change Please Enable Macros to View BoQ information
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