PROVN OF DEFICIENT PARKING SHED AND ALLIED INFRASTRUCTURE AT AFS JAIPUR

Demolition of stone/ boulders masonary built in mud mortar including all quoins arches, pillars etc complete all as specified and directed by Engineer-in-Charge.

Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits,manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out soft/ intergated rock complete all as specified and directed by Engineer-in-Charge.

Material & labour for PCC 1:4:8 type D-2 using 40mm graded stone aggregate as in foundationand mass concrete, complete all as specified and directed by Engineer-in-Charge. .

Material & labour for walling of random rubble regular coursed, well bounded ,bedded ad solidly heartewd stone masonary built in cement mortar 1:4, complete all as specified and directed by Engineer-in-Charge.

Material & labour for except stone for walling of random rubble regular coursed, well bounded ,bedded ad solidly heartewd stone masonary built in cement mortar 1:4, complete all as specified and directed by Engineer-in-Charge.

Material & labour for cement concrete type B1, 1:2:4, using 20mm graded stone aggregate as in coping /plinth course pedestal etc complete all as specified and directed by Engineer-in-Charge.

Material & labour for broken stone or boulder for hardcore of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface etc complete all as specified and directed by Engineer-in-Charge.

Material & labour for sand filling under floors or in foundations including watering and consolidation complete soil of any type for filling etc complete all as specified and directed by Engineer-in-Charge.

Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm, complete all as specified and directed by Engineer-in-Charge. .

Removing excavated material to a distance exc 250 m and n.exc 500 m complete all as specified and directed by Engineer-in-Charge.

Material & labour for rendering 15mm thick on fair faces of brick or stone masonary in CM (1:4) finished even and smooth without using extra cement complete all as specified and directed by Engineer-in-Charge.

Material & labour for prepration of newly plastered previously untreated surface of walls and applying two coats of cement base paint over and including a coat of primer complete all as specified and directed by Engineer-in-Charge.

Material & labour for use and waste of formwork to flat surface to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick for rough finished surface of concrete complete all as specified and directed by Engineer-in-Charge.

Material & labour TMT bars 10mm dia and over, cut to length, bent to shaperequired, 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 specified

Material & labour for reinforcement cement concrete type A-1, 1:1.5:3 (M-20), Nominal mix using 20 mm graded stone aggregates as in slab supported on walls , beams and column in floors , roofs landing balconies,canopies, deck slab and slab and in shelves and the like complete all as specified and directed by Engineer-in-Charge.

Material & labour for precast reinforcement cement concreet (nominal mix) , type B-1,1:2:4 (using 20 mm grade stone aggregates ) as in manhole cover including necessary formwork complete all as specified and directed by Engineer-in-Charge.

Material & labour for TMT bars 5 mm dia and over cut to including bars 10mm dia,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 specified and directed by Engineer-in-Charge.

Material & labour 110mm ia PVC SWR pipes double socketed in any length with rubber ring joints fixed to wall etc complete all as specified and directed by Engineer-in-Charge.

Supply & fix PVC (SWR) bend any radius, complete all as specified and directed by Engineer-in-Charge.

Excavating in post holes (or similar holes) each n exc 0.5 cu. m, getting out, returning,filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, watering and removing surplus soil to adistance not exceed 50m and making good surface , work in hard /dense sil ,complete all as specified and directed by Engineer-in-Charge.

Material & labour for PCC 1:3:6 type C-2 using 40mm graded stone aggregates as in Cement concrete in foundations, filling and mass concrete work complete all as specified and directed by Engineer-in-Charge.

Material & labour rolled sections for vally gutter as in main and cross beams, hip and jack rafters; purlins where connected to common rafters and running rails and guides for sliding doors; fixed with angle cleats or other connecting plates etc conforming Fe -290 ,Gde E-165 complete all as specified and directed by Engineer-in-Charge.

Supply & fix for steel work in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to I. S.1161- 1979 grade St.-240 complete all as specified and directed by Engineer-in-Charge.

Supply & fix for plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachment conforming to Fe-410W (Gde-250) Quality A complete all as specified and directed by Engineer-in-Charge.

Supply & fix for pre- painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding, fixed with self tapping screws complete all as specified and directed by Engineer-in-Charge.

Supply & fix for pre-painted galvalume aluminum zinc coating GI based plain steel sheet 0.50mm thick of any colour for vally gutter having tensile strength of 550 Mpa as in roof covering/cladding or vally gutter to wall, fixed with self tapping screws complete all as specified and directed by Engineer-in-Charge.

Material & labour for prepration of steel surfaces and applying two aoatss of syntetic enamel paint exceeding 10 cm width or girth over a coat of red oxide primer complete all as specified and directed by Engineer-in-Charge.

Material & labour brick work with sub clas 'B" bricks ,straight or curved on plan exc 6m mean radius , built in cement mortar 1;4 complete all as specified and directed by Engineer-in-Charge.

Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out hard/ dense soil complete all as specified and directed by Engineer-in-Charge.

Demolition of stone slabs and tiles laid bedded and pointed any mortar of any description or thickness in floors, aprons etc complete all as specified and directed by Engineer-in-Charge.

Material & labour for 75mm thick cement concreet type C-2, 1:3:6, (40 mm graded stone aggregates) as in sub base complete all as specified and directed by Engineer-in-Charge.

Providing and laying 80mm thick factory made chamfered edge cement concrete paver block of M-30 grade with approved colour, design & pattern as in footpath, 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 coarse 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 fine sand and cutting of paver block as per required size and pattern, finishing and sweeping extra sand complete all as specified and directed by Engineer-in-Charge.

Material & labour for prepration of newly or previously untreated brick/concrete surface and applying two coats of synthetic enamel paint over a coat of priming paint plaster exc 10cm width or girth not otherwise described complete all as specified and directed by Engineer-in-Charge.

Supply & fix steel tubular swaged poles complete with cast iron base plate, finial taper plug, bolts, nuts & screws as specified type 410 SP-22 (8.5 metres long) complete all as specified and directed by Engineer-in-Charge.

Supply and fix PVC insulated, unarmoured, PVC sheathed copper cable, two core 2.5 sqmm, 1100 volts grade including connection from juction box to light fitting complete all as specified and directed by Engineer-in-Charge.

Supply, laying and testing cable XLPE Insulated ,screened, PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty) 1100 Volts grade with stranded aluminium conductor of size 6 Sqmm, 2 Core complete all as specified and directed by Engineer-in-Charge.

Supply & fix XLPE insulated, armoured heavy duty electric cable with aluminium conductor, 1100 volts grade, cross-sectional area 4 sq. mm 2 core complete all as specified and directed by Engineer-in-Charge.

Removing excavated materials not exceeding 50 mtrs away and depositing where directed at a level not exceeding 1.5 mtrs above the starting point complete all as specified and directed by Engineer-in-Charge.

Material & labour for providing plane cement concrete type B-2 (1:2:4) (using 40 mm graded stone aggregate) as in foundation filling mass concrete complete all as specified and directed by Engineer-in-Charge.

Supply and fixing LED light fitting 20W, 220V,AC with driver,including connecting up with three core flexible copper conductor cable of suitable size from ceiling rose complete all as specified and directed by Engineer-in-Charge.

Supply & fix ceiling rose surface bakelite 3 terminals 63.5 x 17 mm complete all as specified and directed by Engineer-in-Charge.

Material & labour for wiring for circuit/ submain wiring (2x1.5 sq. mm +1x1.5 sq. mm earth wire) in and including PVC conduit along with earth wire with the following sizes of FR is PVC insulated copper conductor, single core cable in surface/ recessed as required complete all as specified and directed by Engineer-in-Charge.

Supply & fix for sheet metal enclouser for DB , 2 way single door, 240V complete all as specified and directed by Engineer-in-Charge.

Supply and fixing for 240V, 10 KA 'B' curve miniature circuit breaker (MCB) of single poles and current carrying capacity 6 to 32 AMP, in the MCB DB Complete with connection testing and commissioning complete all as specified and directed by Engineer-in-Charge.

Please Enable Macros to View BoQ information