Tender For Restoration Of Rain Damages On Chharour Nallah To Barogi Road Km 0/00 To 7/850 (Sh:- Construction Of Wire Crated Breast Wall Wall At Rd 2/790 To 2/820, 4/280 To 4/340, 4/560 To 4/600 & Construction Of Plain Cement Concrete Edge Wall At Rd, Bhuntar-Himachal Pradesh
TDR : 54885104
Tender Notice
BOQ
Expired
Bhuntar
Himachal Pradesh
Tender For Restoration Of Rain Damages On Chharour Nallah To Barogi Road Km 0/00 To 7/850 (Sh:- Construction Of Wire Crated Breast Wall Wall At Rd 2/790 To 2/820, 4/280 To 4/340, 4/560 To 4/600 & Construction Of Plain Cement Concrete Edge Wall At Rd
Name of Work:- Restoration of rain damages on Chharour Nallah to Barogi road km 0/00 to 7/850 (SH:- Construction of wire crated Breast wall wall at Rd 2/790 to 2/820, 4/280 to 4/340, 4/560 to 4/600 & construction of PCC edge wall at RD 3/370 to 3/420 )
Sl. No.
Item Description
1
Excavation in hilly area in manual means including cutting and trimming of sides, slopes and disposal of excavated earth work with a lift upto 1.50 mtr (One point fifty metre) and lead up to 20 mtr (Twenty metre) as per drawing and technical specification clause 1603.1.1 within all kind of soil within all leads and lift of materials and as per direction of Engineer-in- charge.
2
Earth work in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, any dressing removal of stumps and other deleterious material and disposal upto any lead of 50 mtr (Fifty metre) and lift complete including dressing of sides and bottom and backfilling in trenches with excavated material in ordinary soil within all leads and lift of materials and as per direction of Engineer-in-charge.
3
Providing and laying of boulder apron laid in wire crates with 4 mm (Four millimetre) dia GI wire conforming to IS: 280 and IS: 4826 in 100 mm x 100 mm (One hundred x One hundred millmetre) mesh (woven diagonally) including 10 percent extra for laps and joints laid with stone boulders weighing not less than 25 kg (Twenty five kilogram) within all leads and lift including carriage of materials and as per direction of Engineer-in- charge.
4
Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications clause 802, 803,1202 and 1203 PCC grade M-10 nominal mix 1:3:6 (One cement : Three sand : Six graded stone aggregate ) within all leads and lift including carriage of materials in all respect and as per direction of 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. within all leads and lift including carriage of materials and as per direction of Engineer-in- charge. Please Enable Macros to View BoQ information
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