CONSTRUCTION OF SECURITY WALL AROUND THE MARRIED ACCOMODATION AT CANAL QUARTER IN MIRAN SAHIB MIL STN UNDER GE JAMMU

Amount

Note :-Execution of work vide Srl item No 1 to 42 of BOQ shall strictly be followed as per Drg No CEPZ/STD-170/17 sheet 1/1 for security wall purose However cost of any of the minor items shown in Drg No CEPZ/STD-170/17 but leftout indvertantly shall be deemed to be included in the quoted rates of other BOQ items.

Demolition of brickwork built in cement mortar complete all as specified and as directed.

Dismantling wrought iron or mild steel work of any description complete all as specified and as directed.

Dismantling structural steel work including doors,gates but excluding framed trusses etc complete all as specified and as directed.

Dismantling of steel barbed wire, any type complete all as specified and as directed.

Surface excavation not exc 30cm deep and averageing 15 cm deep and getting out in any type of soil complete all as specified and as directed.

Earth work in excavation by mechanical means (Hydraulic excavator) in over areas (not exceeding 1.5 m in depth, ) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5m, complete all as specified and as directed.

Earth work in excavation by mechanical means not exceeding 1.5mtr deep (Hydraulic excavator)/ in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. complete all as specified and as directed.

Returning, filling in including spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick in any type of soil complete all as specified and as directed.

Removing excavated material to a distance not exc 50 mtr and depositing where directed at a level not exc 1.5 m above the starting point complete all as specified and as directed.

Hard core of gauge 63mm, deposited,spread and levelled in layers not exc 15 cm thick, watered and rammed to a true surface complete all as specified and as directed.

Brick work with fly ash bricks having crushing strength not less than 75 Kg/Sqm, straight or curved on plan exceeding 6 m mean radius with old size bricks built in cement mortar 1 : 4 complete all as specified and as directed.

Half Brick work with fly ash old size bricks having crushing strength not less than 75 Kg/Sqm, straight or curved on plan exceeding 6 m mean radius with old size bricks built in cement mortar 1:4 complete all as specified and as directed.

Rendering 15mm thick on fair faces brick surfaces in cement mortar 1 : 4 finished even and smooth without using extra cement complete all as specified and as directed.

All as per description of Srl item No 13 here-in-before but other than fair face of brick work complete all as specified and as directed.

Rendering 10mm thick in cement mortar 1:4 on fair face of brick work or concrete surfaces finished fair even and smooth without using extra cement complete all as specified and as directed.

Cement concrete 1:2:4 Type B1 Using 20mm graded crushed stone aggregate, as in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs not provided for in Item 04028, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, of complete all as specified and as directed.

RCC M-25 design mix using 20mm graded crushed stone aggregate as in foundation, including raft, fooling fdn beams, plinth beams bases for columns and mass concrete complete all as specified and as directed.

RCC M-25 design mix using 20mm graded crushed stone aggregate as in beams, cantilivers, bressummers, lintel over 1.5m span complete all as specified and as directed.

RCC M-25 design mix using 20mm graded crushed stone aggregate as in columns , pillars, piers, posts and struts etc complete all as specified and as directed.

PCC 1:3:6 type C-2 using 40mm graded crushed stone aggregate as in surface channel and drains complete all as specified and as directed.

Cement concrete 1:3:6 type C-2 using 40 mm graded crushed stone aggregates in foundation filling and mass concrete complete all as specified and as directed.

Providing precast cement concreet 1:2:4 type B-1 using 20 mm graded crushed stone aggregates as in cover slab, width of cover slab n exc 75 cm each, including formwork as complete all as specified and as directed.

Extra for forming fair finished drain or drain channel 30 cm inner girth in cement concrete using extra cement including forms moulds mitred stopped ends etc complete all as specified and as directed.

Form work to sides of concrete foundation footing base of columns and raft beams sides and soffits (if any) of foundation and plinth beams and similar work vertical or to batter for rough finished surfaces, complete all as specified and as directed.

Form work to sides and soffits of floor or roof beams, beam haunching, lintel etc rough finished surfaces of concrete flats complete all as specified and as directed.

Form work to sides of pillars, posts, struts, pier, columns square, rectangular or polygonal rough finished surface of concrete complete all as specified and as directed.

TMT bars (Fe 500),10 mm dia and over in reinforcement cut to length, bent to shape required incl bending spirally cranking, hooping for columns, hooking ends and binding with and incl mild steel wire (annealed) not less than 0.9mm dia or securing with clips, complete all as specified and as directed.

TMT bars (Fe 500), 5mm dia and over upto and including 10mm dia as in stirrups, hooking ends and binding with mild sleet wire not less than 0.90mm dia complete all as specified and as directed.

Mild steel angle iron work in posts, struts, sections fixed independently without connecting plate as in swan neck fencing of Fe-410-w(gde E-250A complete all as specified and as directed.

Framed work as in grills, gratings, etc. with end of bar shouldered and/or riveted or forged into spikes, framed guard bars, barred iron doors, ladders, frame baluster, walk ways, railings, framework of water tanks and similar work conforming to Fe.290.Gde-E-165 complete all as specified and as directed.

Framed work such as steel doors, gates or other section or angle, Fe-410-W Gde E-250 of quality "A' complete all as specified and as directed.

Galvanised 2 strand steel barbed wire 2.24mm dia, barbed with 2.00 mm dia barbs at 75mm spacing, straining and fixing to any standard rails and straining bolts including securing or typing at crossing with and provisions of galvanised mild steel wire stapples or steel pins etc complete all as specified and as directed.

Applying two coats of cement based paint over concrete or newly plastered suraces of walls including preparing over a priming coat etc complete all as specified and as directed.

Painting two coats of synthetic enamel paint over a coat of red oxide primer including preparing the new untreated steel surfaces of any description over 10cm in width or girth complete all as specified and as directed.

60mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour, design & pattern as in footparth, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand; complete all as specified and as directed.

Broken glass coping on top of wall fixed in cement mortar 1:3 complete all as specified and as directed.

Concetrina coil of 600 mm dia, securing or tying including provision of MS wire stapples or steel pins etc complete all as specified and as directed.

75mm thick cement concrete 1:2:4 type B2 Using 40mm graded crushed stone aggregates as in flooring finshed even and fair complete all as specified and as directed.

25 mm thick pre-formed filler for expansion joint/crumple joint complete all as specified and as directed.

100mm thick Cement concrete 1:3:6 type C-2 using 40mm graded crushed stone aggregates, as in flooring finished even and fair complete all as specified and as directed.

Supply only 25 mm bore GI pipe medium grade complete all as specified and as directed.

All as per description Srl item No 41 here-in-before but 20 mm bore complete all as specified and as directed.

AJAY GANDOTRA

DES RAJ NAGPAL CONTRACTORS PVT.LTD

M/S VED PAUL MAHAJAN

bamral builder

JCC ENGINEERS PRIVATE LIMITED