8940 REPAIRS TO PATH HARD STANDING AND FENCING AT MALAD COMPLEX AND COD, AFMSD KANDIVALI UNDER GE NORTH MUMBAI

Amount

Demolition of brick work/stone/boulder block masonry, built in cement mortar or cement lime mortar including all quoins, arches, pillars, PCC coping etc and removing of debris outside MD land complete all as specified and as directed by Engineer-in-Charge.

Demolition of reinforced cement concrete of any description, in any position, not other wise specified including removal of debris out side MD land complete all as specified and as directed by Engineer-in-charge. (Note:-Reinforcement cut as required to facilitate demolition).

Excavation in trenches, not exceeding 1.50 m wide and not exceeding 1.5 m in depth, for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc not exceeding 10 sq m on plan and not exceeding1.5 m in depth and getting out soft/loose soil complete all as specified and as directed by Engineer-in-Charge.

Material and labour for hardcore broken stone or boulders of gauge not exceeding 63mm, deposited, spread and levelled in layers not exceeding 15 cm thick, watered and rammed to a true surface at transformer yard complete all as specified and directed by Engineer-in-Charge.

Material and labour for plain cement concrete 1:4:8 type D2 (using 40mm graded stone aggregate) as in foundation, filling and mass concrete, foundation for stagging complete all as specified and as directed by Engineer-in-Charge.

Material and labour for Mild steel TMT bars 10 mm dia and 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 0.9 mm dia by placing in position new reinforcement bars including tack welding to existing reinforcement bars complete all as specified and as directed by Engineer-in-Charge

Material and labour for Mild steel TMT bars 5mm dia and over up to and including 10mm dia as in stirrups, spacers and binders, cut to length bent to shape required including cranking bending spirally for hooping for columns hooking ends complete all as specified and as directed by Engineer-in-Charge.

Material and labour for Formwork to sides of concrete foundations, footings, base of columns, rafts and raft beams, sides and soffits of foundations and plinth beams etc. for rough finished flat surfaces of concrete complete all as specified and as directed by Engineer-in-Charge.

Material and labour for Formwork to sides of pillars, posts, struts, piers, columns, etc. for rough finished square or rectangular surfaces of concrete complete all as specified and as directed by Engineer-in-Charge.

Material and labour for reinforced cement concrete M-30 (design mix) (using 20mm graded stone aggregate) as in foundation, footing, bases of columns, raft and raft beams, plinth beams, mass concrete and similar work etc complete all as specified and as directed by Engineer-in-Charge.

Material and labour for Reinforced cement concrete M-30 (design mix) (using 20mm graded stone aggregate) as in columns, pillars, piers, posts and sruts, etc. complete all as specified and as directed by Engineer-in-Charge.

Material and labour for brick work with sub class "B" bricks straight or curved on plan exceeding 6 mtr mean radius with old size bricks and built in cement mortar (1:6) complete all as specified and as directed by Engineer-in-Charge

Material and labour for cement concrete 1:2:4 type B-2 using 40mm graded stone aggregate as in benching of manhole and for surface channels including necessary form work complete all as specified and as directed by Engineer-in-Charge.

Material and labour for rendering 15mm thick (10 + 5) plaster in cement mortar (1:4) on fair faces of the brick or concrete surfaces and finished the surface even and fair without using extra cement complete all as specified and as directed by Engineer-in-Charge

Material and labour for 10 mm thick plastering in cement mortar (1:6) on brick or concrete/hollow block surfaces of wall and finishing the surface even & smooth without using extra cement complete all as specified and as directed by Engineer-in-Charge

Material and labour for preparation of new plastered of walls and applying two coat of cement base paint complete all as specified and as directed by Engineer-in-Charge..

Material and labour for Providing, cement concrete type B1 1:2:4 (using graded stone aggregates 20.0mm) 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, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, as directed including necessary form work complete all as specified and as directed by Engineer-in-Charge.

Material and labour for broken glass coping on top of wall in cement mortar (1:3), 25 thick rendering with rounded or weathered finish and before mortar has set, glass (of bottle or thick glass) broken to approximate 63 mm gauge firmly embedded @ 10 Kg glass per sqm of rendered surface complete as specified in SSR Part-I.

Returning, filling in including spreading, leveling, watering and well ramming soil in layers not exceeding 25 cm thick complete all as specified and as directed by the Engineer-in-Charge

Removing excavated material to a distancenot exceeding 50 m and depositing where directed at a levelnot exceeding 1.5 mtr above the starting point complete all as specified and as directed by Engineer-in-Charge

Dismantling wrought iron or mild steel work of any description not otherwise provided for complete all as specified and as directed by Engineer-in-Charge.

Supply and fix framed brackets for swan neck frame on top of boundary or any other uses of angle or tees with web flanges cut to a shape,drilled and counter sunk for screw,incl bending and welding angle asnecessary plates,riveting etc, confirming to Fe-290 Grade E-165 complete including all as specified and directed by Engineer in charge.

Supply and fix galvanized 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 crossing with and provn of galvanized mild steel wire staples or steel pins etc as directed (each line of wire to be measured), complete all as specified and as directed by Engineer-in-Charge.

Restraining & resecuring of existing galvanized 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings including making good complete (each line of wire to be measured) all as specified and as directed by Engineer-in-Charge.

Supply and fix razor type concertina coil, SG hot galvanised spring tensile wire, 145 to 150 newton per sqmm, zinc coating 250-300 gm per sqm, dia of coil when unstreched 600mm, minimum No of coils 10 per running meter after laying, hot dipped razor ribbon tape of size 0.50 mm thick, 19mm wide before wrapping on central core wire, fixed with 1.66 mm thick GI clips 25 Nos, per running metre and special nut bolts for holding 'Z' coils together and extra two rows parallel wire of 10 gauge complete all as specified and as directed by Engineer-in-Charge Note :- The length shall be measured along the centre-line of the perimeter of fencing.

Supply and fix 10mm dia MS round bars cut to length bent to shape for stifners etc and similar work complete all as specified and as directed by Engineer-in-Charge.

Supply and fix flat iron including fixing clamps or support to chain link fencing,wind ties and fixed to post with all fittings as directed by Engineer - in- Charge.

Supply and fix Mild steel screw bolts (machine made) with hexagonal or square heads at one end and screwed the other, screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, exceeding 5cm & not exceeding 10cm long all as specified and directed by Engineer-in-Charge..

Supply and fix Chain link fencing in repair of size 50x50mm mesh size made of 10 gauge GI wire streched and fixed to fencing post all as specified and directed by Engineer-in-Charge.

Material and labour for MS framed work such as grills , gratings, etc with ends of bars shouldered and /or riveted or forged into spikes, framed guard bars, framed work of garbage bin, barred iron doors, ladders, framed balusters, walk ways, railings, framework of watertanks and similar work conforming to FE 290 Gde 165 etc. complete all as specified and as directed by Engineer-in-Charge.

Material and labour for preparing of new painted steel surfaces of any description exceeding 10 cm in width or girth and applying two coat of synthetic enamel paint, tint as approved with all necessary staging, scaffolding, etc as required complete all as specified and directed by the Engineer- in - Charge. Make : Jenson & Nicholson-Broach / Asian Paints Ltd - Apcolite / Berger Paints Ltd - Luxol / Shalimar Paints - Superlac

Demolition of cement concrete in ground floors and pavings, exceeding 15cm thickness (below or above ground level) and removal of debris outside MD land including site clearance complete all as specified and as directed by Engineer-in-Charge

Material and labour for 75mm thick plain cement concrete 1:4:8 type D2, using 40mm graded stone aggregate as in sub base for flooring finished even and fair complete all as specified and as directed by Engineer-in-Charge.

Material and labour for sand cushioning / filling under floors or in foundations including watering and consolidation 25mm average thickness complete all as specified and as directed by Engineer-in-Charge

Material and labour for machine pressed precast concrete interlocking paver block of any shape and size conforming to IS 15658-2006 of 60mm thickness, M-35 grade with grey cement and pigment complete all as specified and as directed by Engineer-in-Charge. Make: Mehtab Tiles/Indore/M/S Ultra Tiles/NITCO/Topaz Tiles/Navya Tiles Jodhpur

Material and labour for precast cement concrete 1:2:4 type B1, using 20mm graded stone aggregate as in kerb stone and the like, set in cement mortar 1:6 including weathering slightly rounded or chamfered angles and throating, complete all as specified and as directed by Engineer-in-Charge

Material and labour for 150mm thick Plain Cement Concrete 1:2:4 type B2, using 40mm graded stone aggregate as in flooring for hard standing, finished even and smooth without using extra cement including spike rolling or making impressions of expanded metal whilst concrete is green complete all as specified and as directed by Engineer-in-Charge.

Material and labour for forming 10mm thick Contrcation(dummy) joints filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound, Grade ‘A’ for slab thickness of concrete slab 100mm complete all as specified and as directed by Engineer-in-Charge.

Material and labour for forming 12mm thick expansion joints filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound, Grade ‘A’ for slab thickness of concrete slab 100mm complete all as specified and as directed by Engineer-in-Charge.

Jay Jyotirling construction co.