RECONSTRUCTION OF COLLAPSED BOUNDARY WALL AT

Amount

Earth work in excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out all type of soil and disposal of excavated earth lead upto 50 m and lift upto 1.5m, complete all as specifed and as directed.

Earth work in excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out ordinary rock and disposal of excavated earth lead upto 50 m and lift upto 1.5m,complete all as specifed and as directed. Note for Item No 1 & 2 : The quoted rate is inclusive of bailing of water as the excavation is required to be carried out adjacent to pond. The contractor has to make pumping arrangement as required at site

Earth work in excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 1.5 in depth, but not exc 3.00m depth and 1.5 m in width as well as 10 sqm on plan) including getting out ordinary rock and disposal of excavated earth lead upto 50 m and lift upto 1.5m,complete all as specifed and as directed.

Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick with soils,complete all as specifed and as directed.

Removing excavated material exc. 50 m but n exc. 1.5 km and depositing where directed,complete all as specifed and as directed.

Forming embankments including raising (or lowering) earth, spreading in layers n exc. 30 cm thick; watering, ramming/rolling and finishing to required size, shape, etc., n exc. 6 m high from base,complete all as specifed and as directed.

PCC 1:4: 8 type D-2 using 40 mm graded aggregate as in Foundation, filling and mass concrete,complete all as specifed and as directed.

Reinforced cement concrete M-25 Design Mix (using 20 mm graded stone aggregate) as in Beams, cantilevers, bressummers, lintels over 1.5m span,complete all as specifed and as directed.

Formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs, etc. also splays between floors and beams, etc. fair finishes surfaces of concrete,complete all as specifed and as directed.

M&L 10mm dia and over mild steel TMT bar, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.90 mm dia or securing with clips complete all as specified and directed.

M&L TMT bars 6mm to 8mm dia over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips, complete all as specifed and as directed.

Supply only PVC SWR conduit pipes 110mm dia in any length with rubber ring joints laid in trenches or in floor or as in weep holes,complete all as specifed and as directed. NOTE :- (i) Rate for fixing of PVC SWR pipe is deemed to be included in respective item of stone masonry work. (ii) No separte deduction of volume occupied by PVC SWR pipes (weepholes) shall be made from item of stone masonry work.

M&L hand packing broken stone or boulders (any thickness) at back of walls over arches etc and raising (or lowering) to the required level,complete all as specifed and as directed.

Demolition of stone boulder masonry, built in cement mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles complete all as specified and as directed.

M&L for Walling of squared rubble,regular coursed well bonded,bedded and solidly hearted stone masonry Secunderabad type built in cement mortar 1:6, complete all as specified and directed. Note : Rate shall be inclusive of providing and fixing RCC bond stone of sectional size 200mm x 200mm x full thickness of wall in cement concrete (1:1 1/2 : 3), type A-1, 04 Nos 10mm dia reinforcement of Grade Fe 550 and strirrups of size 8mm dia Fe 550 @ 125mm C/C. Nos of bond stone shall be provided as per SSR provision.

M & L Flush pointing to Stone masonry Secunderabad type in cement mortar 1:4,complete all as specifed and as directed.

Mild steel angle as framed brackets of angles or other section for angle iron frame in fencing including cutting tops to shape as directed. drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc., and similar work conforming to Fe-290 Gde E-165 including tarring of embedded portion of posts in PCC /stone masonry complete all as specified and directed.

Framed work such as grills, gratings, etc.. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work con- forming to Fe.290.Gde-E-165,complete all as specifed and as directed.

Galvanised. 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails straining bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. as directed (each line wire to be measured), complete all as specified and directed.

S&F Razor edge concertina coil, 610mm dia consisting of spirals with sharp edged taped of 0.5mm thick, crimped to 2.6mm dia high tensile steel wire duly galvanized as per IS 4454 with scrapper barb having 51 spirals with 125 clips (when streched to a length of 6m, wt of each coil shall be 8 to 9 kgs approx) and fixed to MS frame work 'Y' shaped and placed at 1.5m apart and tied with GI stapled/clip to retain horizontal including provision of necessary both nuts etc., complete all as specified and directed.

M&L Boulder pitching, grouted with cement and sand mortar (1:6), hand packed tightly complete all as specified and directed

M&L Hard core, broken stone/boulders to gauge n exc 63 mm,complete all as specified and as directed.

M&L Cement concrete type B-2, 1:2:4 using 40mm graded stone aggregate 200mm thick as in sub-floors,sub-bases, floors and pavings, etc. complete all as specified and as directed.

S&F 600mm in Bore of pipe of Reinforced concrete pipes, class NP2, laid and jointed complete with collars,complete all as specified and as directed.

M&L Cement concrete type C-2, (1:3:6) using 40mm graded stone aggregate as in in foundations filling, mass concrete as in embedding of post hole and haunching of NP2 Pipe etc complete all as specified and directed.

M&L cement concrete type B1 (1:2:4) using 20mm graded stone aggregate as in in roof kerbs or mud stops, rounded or chamfered on edges copings, like including weathering, slightly rounded or chamfered angles and throating including necessary formwork,complete all as specified and as directed.

Preparation of new surfaces of steel surfaces of any description, over 10cm width or girth and applying two coat of synthetic enamel paint over a coat of red oxide primer, complete all as specified and directed.

Preparation of new surfaces of steel surfaces of any description, not exceeding 10cm width or girth and applying two coat of synthetic enamel paint over a coat of red oxide primer, complete all as specified and directed.

VERMA BROTHERS

M/s. P S REDDY

Maruthi international

Rajesh Engineering Consultants