Haryana Urban Development Authority Tender

[4.8.1]Earth work in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead up to 50 m and lift up to 1.5 m : 1. All kinds of soil

[6.1.6]Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 6. 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)

1/6.2.2 Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etx., up to floor four level, excluding the cost of centering, shuttering and finishing: 1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) 1.80 x (0.139 x 0.139 plus 0.114 x 0.114)/2 = 0.0289 Cum @ Rs. 3477 Per Cum Rs. 100.48 2/6.33.6 Steel reinforcement for R.C.C. works, where not included in the complete rate or RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding and placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement, Thermo-Mechanically Treated bars of grade Fe-500D or more. 6 mm dia 4 No. Bas = 1.80 x 4 = 7.20 Mtr. Rings 10 No. @ 0.32 Mtr. (Av. Length) = 3.20 Mtr. Total = 7.20 plus 3.20 = 10.40 Mtr. @0.22 Kg. Per Mtr. = 2.29 Kg. @ Rs. 61.00 Per Kg. Rs. 139.69 3/NS Extra for steel shuttering pattern, as specified in Architectural drawings 1.80x2x2(0.139 plus 0.144)/2 = 0.91 Sqm @ 85/- Per Sqm (L.S.) Rs. 77.35 4/9.1 Hoisting R.C.C. lintels and placing in position up to floor IV level 0.0289 Cum @ Rs.1615/- Per Cum Rs. 46.67 5/N.S. Providing and fixing of Steel hooks 5 Nos. @ Rs. 20/- Each Rs. 100.00 Item 6/N.S. Carriage of RCC pole at Site of work Rs. 30.00 Total Rs. 494.19 Item