Tender For Bench Development And Its Protection Work For Construction Of Enm Store Near Ph Site Of Pakal Dul Hep, Cvppl, Kishtwar, Jnk, Kishtwar-Jammu And Kashmir
TDR : 51673146
Tender Notice
Corrigendum Details
BOQ
Expired
Kishtwar
Jammu And Kashmir
Corrigendum : Tender For Bench Development And Its Protection Work For Construction Of Enm Store Near Ph Site Of Pakal Dul Hep, Cvppl, Kishtwar, Jnk
Name of Work: Bench development and its protection work for construction of E&M store near Power House site of Pakal Dul HE project, CVPPL, Kishtwar, J&K
Sl. No.
Item Description
1
Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. Hard Rock (Blasting Prohibited)
2
Providing and laying in position cement concrete of specified grade including curring but excluding the cost of centering and shuttering. All work upto plinth level with 1:2:4 ((1 cement : 2 coarse sand : 4 graded stone aggregate40 mm nominal size)
3
Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
4
Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012,MORTH Clause 2500, of required size, Mesh Type 10x12 (D=100 mm with tolerance of ± 2%) Zinc coated, Mesh wire diameter 3.0mm, mechanically edged/selvedge with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2mm, supplied @ 3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per direction of Engineer-in-charge.
5
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more.
6
Providing and Laying of non-woven stabilized polypropylene, mechanically bonded through needle-punching a geotextile of 300 gsm filter between pitching and embankment slopes on which pitching is laid to prevent escape of the embankment material through the voids of the stone pitching/cement concrete blocks as well as to allow free movement of water without creating any uplift head on the pitching.
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