Construction of boundary wall around newly under construction Girls Hostel along with supply and filling of tibba sand IGU Meerpur

Amount

Earthwork in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30cm in depth, 1.5meter in width as well as 10sqm on plan) i/c getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5m, as directed by the Engineer-in-Charge. 4.12.1 All kind of soils

Providing and laying in position cement concrete of specified grade excluding the cost of centering & shuttering -All work below plinth level and up to floor IV level. 6.1.6 1:4:8(1 Cement:4 coarse sand (zone-III:8 graded stone aggregate 40mm N/S.

Providing and laying in position cement concrete of specified grade excluding the cost of centering & shuttering -All work below plinth level and up to floor IV level. 6.1.1 1 : 1 ½: 3 ( 1 Cement: 1 ½ coarse sand (zone-Ill) : 3 cum Graded stone aggregate 20 mm nominal size)

Supply & Installation of pre-cast compound wall of required design (To be decided by the authority before supply of material) and shape having panels of size 2100mm x300mm x50mm with 3 nos. high tensile longitudinal bars of 3mm dia. Including columns of 150mm x150mm with 7nos. High tensile bars of 3mm dia.)

Providing and fixing of Y shape angle of 50x50x5mm duly grouted in the column with anchor grout and providing three nos. horizontal barbed wire fencing and throughout concertina coil over horizontal wires.

Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required (For fabrication of Main Entry gate of Hostel). 13.29.2 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works

Loading, unloading & transportation charges of earth---- Lead up to 10km

Excavating, supplying and filling of local earth (including royalty) cum by mechanical transport up to a lead of 1 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.

Constructing masonry Chamber 120x120x100 cm inside, in brick work in cement mortar 1 :4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1 :2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1 :3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design:- 22.176.1 With common burnt clay non-modular bricks of class designation 7.5

Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor four level, exclu-ding cost of centering, shuttering, finishing and reinforcement:- 6.15.1 1: 1½:3 (1 cement : 1½coarse sand(zone-111) : 3 graded stone aggregate 20 mm nominal size)

Centering and shuttering including strutting, propping etc. and removal of form work for :- 6.29.3 Columns, piers, abutments, pillars, posts and struts

Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect below plinth level Note:- Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work , excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. 6.33.6 Thermo-Mechanically Treated bars of grade Fe-500Dor more

M/S RAMESH CHAND YADAV