Tender For Mps/2025/1050, Repair Of (Repair Of) Repair Renovation Damages On Khali Mod Surah Doghari Shikaran Road Km 0/000 To 7/100 (Sh:- Construction Of Retaining Wall In Plain Cement Concrete 1:4:8 At Rds. 2/360 To 2/374.50, Mandi-Himachal Pradesh
TDR : 56083777
Tender Notice
BOQ
9 Days Left
Mandi
Himachal Pradesh
Tender For Mps/2025/1050, repair of (Repair Of) repair renovation Damages On Khali Mod Surah Doghari Shikaran Road Km 0/000 To 7/100 (Sh:- Construction Of Retaining Wall In Plain Cement Concrete 1:4:8 At Rds. 2/360 To 2/374.50
Name of Work:- MPS/2025/1050, R/O (Repair of) RR Damages on Khali Mod Surah Doghari Shikaran road km 0/000 to 7/100 (SH:- Construction of Retaining wall in PCC 1:4:8 at Rds. 2/360 to 2/374.50
Sl. No.
Item Description
1
Earth work in excavation for structure as per drawing and technical specification clause 305.1 including setting out construction of shoring and bracing removal of stump and other deleterious material and disposal up to any lead , lifts and dressing of sides and bottom and backfilling in trenches with excavated suitable material ordinary soil including carriage of materialwithin all leads and lifts and other incidental and as per the direction of the Engineer-in-Charge.
2
Providing and Laying 1:4:8 ( one cement : four sand : eight graded crashed stone aggregateand curing complete including cost of form work for plain reinforced concrete in in open foundations complete as per drawing and technical specification clauses 802, 803, 1202 and 1203 including carriage of materials , with in all leads .lifts as per direction of Engineer - in - charge .
3
Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification clause 1204.3.8 granular material including carriage of material within all leads and lifts and other incidental and as per the direction of the Engineer-in-Charge.
4
Providing weep hole in brick masonry / stone masonry /plain reinforced concrete abutment wing wall return wall with 100 mm ( one hundred millimetre ) dia PVC pipe extended through the full width of the structures with slope of 1 (v) :20 (H) towards drawing face complete as per drawing and technical specification clause 614,709& 1204.3.7 including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in-Charge. Please Enable Macros to View BoQ information
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