Balance work C/o link road from Mehli Bridge to village Thathi and Plahi to village Pargana km. 0/0 to 2/130

Amount

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm (thirty centimeter) in depth, 1.5 m(one point five metre) in width as well as 10 sqm(ten square metre) on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m,(one point five metre) as directed by Engineer-in-charge. All kinds of soil, as per the direction of the Engineer-in-charge including entire carriage of material within all leads and lfts and other incidentals.

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., up to floor five level, excluding the cost of centering, shuttering and finishing: 1:5:10 (one cement : five coarse sand) : ten graded stone aggregate 40 mm (forty millimeters nominal size). as per the direction of the Engineer-in-charge including entire carriage of material within all leads and lfts and other incidentals.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:3:6 (one Cement : three coarse sand): six graded stone aggregate 40 mm( forty millimeters nominal size), as per direction of Engineer- in -Charge, including entire carriage of material within all leads and lifts and other incidentals.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:4:8 (one cement: four sand: eight graded stone aggregated 40mm (forty millimeters) nominal size, as per the direction of the Engineer-in-charge including entire carriage of material within all leads and lfts and other incidentals.

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 3.0 mm, (three point zero millimeter ) mechanically edged/selvedged 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, (two point two millimeters) supplied @ 3% (three percent) by weight of Gabion boxes, filled with boulders with least dimension of 200 mm,( two hundred millimeters) as per drawing, all complete as per direction of Engineer-in-charge including entire carriage of material within all leads and lfts and other incidentals.

Back filling behind abutment wing wall and return wall complete as per drawings and technical specification clause 1204.3.8 as per direction of Engineer-in-charge including entire carriage of material within all leads and lfts and other incidentals.

Providing weep holes in brick/stone masonry/ plain/ reinforced concrete abutment, wing walls, return walls, retaining walls and breast wall with 110mm( one hundred ten millimeter) dia PVC pipe De-plast/finolex/ vectus pipe having pressure 4kg.per centimeter square. (four kilograme per centimeter square ) extending through the full width of the structures with slopes of I(V): 20(H) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204.3.7 as per direction of Engineer- in -Charge, including entire carriage of material within all leads and lifts and other incidentals.

Providing and erecting ‘W’ metal beam crash barrier comprising of 3mm(three millimeters) thick corrugated sheet metal beam rail 70cm(seventy centimeters) above road/ground level, fixed on ISMC series channels vertical post, 150x75x5mm(one hundred fifty into seventy five into five millimeters) spaced 2mtr. centre to center, 1.8mtr. height 1.1mtr. below ground/road level all steel parts and fitments to be galvanized by hot dip process, all fittings to confirm to IS 1367 metal beam rail to be fixed on the vertical post with a spacer of channel section 150x75x5mm ( one hundred fifty into seventy five into five millimeters), 330mm (three hundred thirty millimeter) long complete as per clause 810 as per direction of Engineer- in -Charge, including entire carriage of material within all leads and lifts and other incidentals.

MOHINDER PAL GOVT. CONTRACTOR