Tender For Restoration Of Rain Damages On Dohranallah To Barahar Road Km. 0/000 To 10/000 . (Sh:- Construction Of Plain Cement Concrete Retaining Walls/Breast Walls / Wire Crate Walls & Reinforced Cement Concrete Hume Pipe Culvert 900 Mm Dia (Np3) At, Kullu-Himachal Pradesh
TDR : 54570716
Tender Notice
BOQ
2 Days Left
Kullu
Himachal Pradesh
Tender For Restoration Of Rain Damages On Dohranallah To Barahar Road Km. 0/000 To 10/000 . (Sh:- Construction Of Plain Cement Concrete Retaining Walls/Breast Walls / Wire Crate Walls & Reinforced Cement Concrete Hume Pipe Culvert 900 Mm Dia (Np3) At
Name of Work:- Restoration of rain damages on Dohranallah to Barahar road Km. 0/000 to 10/000 . (SH:- Construction of PCC Retaining walls/Breast walls / wire crate walls & RCC Hume pipe culvert 900 mm Dia (NP3) at KM-7/700 to 7/720, 9/200 to 9/215 & 8/600 to 8/625 & 4/180 ,4/400, 5/200& 8/020).
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 concrete for plain/ reinforced concrete 1:6:12 (One cement :Six sand : Twelve graded stone) aggregate in open foundations complete as per drawing and technical specification clause 802,803,1202 and 1203 within all leads and lift including carriage of materials and as per direction of Engineer-in- charge.
4
Providing and laying of boulder apron laid in wire crates with 4mm (Four millimetre ) dia GI wire conforming to IS: 280 and IS: 4826 in 100mm x 100mm (One hundred millimetre x One hundred millimetre ) mesh (woven diagonally ) including 10(Ten) percent extra for laps and joints laid with stone boulders weighing not less than 25 kg. (Twenty five kilogram ) each as per drawing and technical specifications clause 1301 within all leads and lift of materials and as per direction of Engineer-in- charge.
5
Providing and laying concrete for plain/reinforcement conc. In open foundation as per drawing and technical specification clause 802,803,1202 and 1203 PCC grade 1:4:8 (One cement: Four sand: Eight graded stone) nominal mix within all leads and lift including carriage of materials and as per direction of Engineer-in- charge.
6
Stone masonry work in cement mortar in sub structure complete as per drawing and technical specifications clause 702,704,1202 and 1203 coursed rubble masonry (2nd sort) in cement mortar 1:5(one cement: Five sand) within all leads and lift of materials and as per direction of Engineer-in- charge.
7
Providing and laying reinforced cement concrete pipe NP3 for culverts on 1st class bedding of granular material in single row including fixing collar with cement mortar 1:2(one cement : two sand)but excluding protection work and back filling and concrete work in head walls and parapets as per technical specification clause 1106 with in all leads and lifts of materials as per direction of Engineer-In-Charge.
8
Providing weep holes in brick masonry/ stone masonry/plain reinforced concrete abutment, wing wall, return wall with 100mm (One hundred millimetre) dia PVC pipe extending through the full with of the structures with slope of 1(v):20 (H) towards drawing face complete as per drawing and technical specification clauses 614,709,1204.3.7. within all leads and lift of materials and as per direction of Engineer-in- charge.
9
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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