Tender For Mpr/2025/511 Construction Of Protection Wall In Village Khunagi Near Khunagi Khad Gram Panchayat Murhag Distt. Mandi Hp. (Sh:- Removal Of Muck/Debris & Construction Of Protection Wall)., Mandi-Himachal Pradesh
TDR : 56083786
Tender Notice
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10 Days Left
Mandi
Himachal Pradesh
Tender For Mpr/2025/511 Construction Of Protection Wall In Village Khunagi Near Khunagi Khad Gram Panchayat Murhag Distt. Mandi Hp. (Sh:- Removal Of Muck/Debris & Construction Of Protection Wall).
Name of Work:- MPR/2025/511 Construction of Protection wall in Village Khunagi Near Khunagi Khad Gram Panchayat Murhag Distt. Mandi HP. (SH:- Removal of Muck/Debris & Construction of Protection wall).
Sl. No.
Item Description
1
Removal of land slide in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slops and disposal of cut material with in any lift and lead upto any lead as per technical specification 302.3.5 and 1611 as per direction of Engineer in charge with in all leads lifts and carriage of materials and other incidentals.
2
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.
3
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 .
4
Providing and laying of boulder apron laid in wire crates with 4mm ( four millimeter dia ) G.I wire conforming to 1.5,280 and 1.5, 4826 in 100mm x 100 ( one hundred in to one hundred millimeters ) in much (woven diagonally ) including 10% extra for laps and joints laid with stone boulders weighing not less than 25 kg ( twenty five kilo gram ) each as per drawing including carriage of materialwithin all leads and lifts and other incidental and as per the direction of the Engineer-in-Charge.
5
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.
6
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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