Providing Protection wall for the Tower No 94 and 97 at 66kV Bhakra Una Transmission Line Under HPPTCL PIU Tahliwal at Una Distt Una HP

BOQ For Tower No. 94

Demolishing stone rubble masonry manually/be mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per directionof Engineer in Charge. In cement Mortar. (Item code : 15.9.2)

Removal of slip in all kind of soils ( including saturated soils but excluding boulders and rocky portion requiring blasting upto a distance of 20m disposing of un-serviceable materials , stacking serviceable materials and neatly dressing the surface. (Item Code: 07150000)

Earth work in excavation by mechanical means (Hydraulic excavator/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer in charge. All kind of soil. (Item code: 2.6.1)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering- All work up to plinth level: 1:5:10 (1 cement: 5 coarse sand:10 graded stone aggregate 40 mm nominal size) (Item Code: 4.1.10)

Centering and shuttering including strutting, propping etc and removal of form work for: Retaining walls, return walls, walls any thickness) including attached pilasters, buttresses etc (Item Code: 4.3.2)

Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc. upto floor five level, excluding the cost of centering, shuttering and finishing: 1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate 20 mm nominal size) (Item Code: 4.2.5)

Stone filling behind retaining walls (Item Code: 1133000000)

Providing weapholes in brick masonry / stone masonry /plain reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending through the full with of the structures with slop of 1(v):20(H) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204.3.7

Providing and 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 3.0 mm, mechanically edged/selvedged with partitions at every 1 m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.20mm, supplied @3% by weight of Gabion Boxes, filled with boulders with least dimensions of 200 mm, as per drawing, all complete as per direction of Engineer=in-charge. (Item Code: 16.94)

Random rubble masonry with hard stone in super structure above plinth level and upto floor five level, inclduing leveling up with cement concrete 1:6: 12 with Cement Mortar 1:6 (Item Code: 7.2.1)

Excavating, supplying and filling of local earth (including royalty) by mechanical transport also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinths etc. complete.

Steel reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete above plinth level. TMT bars of grade Fe-500D or more (Item 5.22A.6)

BOQ For Tower No. 97

Removal of slip in all kind of soils ( including saturated soils but excluding boulders and rocky portion requiring blasting upto a distance of 20m disposing of un-serviceable materials , stacking serviceable materials and neatly dressing the surface. (Item Code: 07150000)

Earth work in excavation by mechanical means (Hydraulic excavator/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer in charge. All kind of soil. (Item code: 2.6.1)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering- All work up to plinth level: 1:5:10 (1 cement: 5 coarse sand:10 graded stone aggregate 40 mm nominal size) (Item Code: 4.1.10)

Centering and shuttering including strutting, propping etc and removal of form work for: Retaining walls, return walls, walls any thickness) including attached pilasters, buttresses etc (Item Code: 4.3.2)

Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc. upto floor five level, excluding the cost of centering, shuttering and finishing: 1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate 20 mm nominal size) (Item Code: 4.2.5)

Stone filling behind retaining walls (Item Code: 1133000000)

Providing weapholes in brick masonry / stone masonry /plain reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending through the full with of the structures with slop of 1(v):20(H) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204.3.7

Steel reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete above plinth level. TMT bars of grade Fe-500D or more (Item 5.22A.6)