Tender For Restoration And Rain Damaged On Link Road Village Bassi Km 0/00 To 10/00 (Sh:- Construction Of Wire Crate In Retaining Wall With Toe Wall Plain Cement Concrete 1:4:8 At Rds 0/060 To 0/075, 0/345 To 0/360 , 0/165 To 0/175, , 1/495 To 1/510, Mandi-Himachal Pradesh
TDR : 56083778
Tender Notice
BOQ
9 Days Left
Mandi
Himachal Pradesh
Tender For Restoration And Rain Damaged On Link Road Village Bassi Km 0/00 To 10/00 (Sh:- Construction Of Wire Crate In Retaining Wall With Toe Wall Plain Cement Concrete 1:4:8 At Rds 0/060 To 0/075, 0/345 To 0/360 , 0/165 To 0/175, , 1/495 To 1/510
Name of Work:- Restoration and Rain Damaged on Link Road village Bassi km 0/00 to 10/00 (SH:- Construction of wire crate in Retaining wall with Toe wall PCC 1:4:8 at Rds 0/060 TO 0/075, 0/345 to 0/360 , 0/165 to 0/175, , 1/495 to 1/510 and 4/165 to 4/180 & PCC R/wall at Rds 1/105 to 1/120 ,1/615 to 1/630 , 3/660 to 3/672 ) Under PDNA 2023
Sl. No.
Item Description
1
Earthwork in excavation for structures 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 including carriage of material within all leads and lifts and other incidentals and as per directions of Engineer-in-charge.
2
Providing and laying plain concrete 1:4:8( 1 cement : 4 sand :8 graded stone aggregate 40 mm nominal size) in open foundation complete as per drawings and technical specification including carriage of material within all leads and lifts and other incidentals and as per directions of Engineer-in-charge.
3
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 all leads ,lifts of material and technical specification clause 1301. within all leads , lifts and carriage of materials and other incidentals .
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& 1206.6 complete including carriage of materials within all leads and lifts and other incidental.
5
Back filling with granular material behind abutment, wing wall and return wall complete as per drawings and technical specification clauses 1206.3 and 1604.7 complete including carriage of material within all leads and lifts and other incidentals and as per directions of Engineer-in-charge.
6
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. Please Enable Macros to View BoQ information
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