CONSTRUCTION OF FUEL OIL LUBRICANT SHED AT ENGR STATIC WKSP EME KHADKI UNDER GE MH RH KHADKI

Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out in soft and loose soil complete all as specified and directed.

Excavating in trenches, n exc 1.5 mtr wide and n exc 1.5 mtr in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sqm on plan and n exc 1.5 mtr in depth and getting out in soft/loose type of soil complete all as specified and directed.

Returning filling in including spreading, levelling, watering and well ramming in layers not exc 25cm in soft/loose soil complete all as specified and directed.

Removing surplus excavated material to distance not exc. 50 mtr and depositing where directed at a level not exc. 1.50 mtr above the starting point complete all as specified and directed.

Material and Labour for plain cement concrete, 1:4:8 type D-2 (using 40 mm graded stone aggregate) as in foundation, filling and mass concrete complete all as specified and directed.

Material and Labour for Reinforced cement concrete (design mix) in M-25 (20mm graded stone aggregates) in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and directed.

Material and Labour for Reinforced cement concrete (design mix) in M-25 20mm graded stone aggregates for Columns, pillars, piers, posts and struts complete all as specified and directed.

Material and Labour for Reinforced cement concrete (design mix) in M-25 (20mm graded stone aggregates) in roof Beams, cantilevers, bressummers, lintels over 1.5mtr span complete all as specified and directed.

Material and Labour for Reinforced cement concrete (design mix) in M-25 20mm graded stone aggregates in roof Slab supported in walls beams and columns in roof ,Landing, balconies, deck slabs and in shelves and similar work complete all as specified and as directed.

Material and Labour for Formwork to sides of concrete foundations, footings, bases of columns, raft 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 directed.

Material and Labour for Formwork to sides of pillars, posts, struts, piers, columns and stanchions Square, Circular rectangular on plan or polygonal complete all as specified and directed.

Material and Labour for 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.on flat rough surface complete all as specified and directed.

Material and Labour for Formwork to soffits of suspedded slabs such as roof slabs, floor slabs landings and similar work ,vertical or to batter for rough finished flat surfaces of concrete complete all as specified and directed.

Material and Labour for rendering 15mm thick in CM 1:4 on fair faces of brick work or concrete surfaces finished even and smooth (without using extra lime or cement) complete all as specified and directed.

Material and Labour for rendering 15mm thick in CM 1:6 on fair faces of brick work or concrete surfaces finished even and smooth (without using extra lime or cement) complete all as specified and directed.

Material and Labour for rendering 10mm thick in cement mortar 1:3 on ceiling surface, finished even and smooth without using extra cement complete all as specified and directed.

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 or securing with clips complete all as specified and directed.

Material and Labour for mild steel TMT bars 6 mm to 8 mm dia as in stirrups, spacers and binders, 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 or securing with clips complete all as specified and directed.

Material and Labour for precast cement concrete block masonry 1:3:6, type C1 (20mm graded stone aggregate) with solid blocks, exc. 10cm in width and, setting in cement mortar 1:6 complete all as specified and directed.

Material and Labour for PCC 1:2:4 type B-0 (using 12.50 mm graded stone aggregate), as in lintels upto 1.5 m clear span, cills, steps, sesmic and other similar bands, plinth course, string courses, lacinng courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, water troughs and the like including weathering, slightly rounded or chamfered angles & throating as directed including necessary form work as required complete all as specified and directed.

Material and Labour for Moorum/red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick, spread, levelled and rammed including watering complete all as specified and directed.

Material and Labour for Hardcore of broked stone or boulder gauge exc 63mm but n. exc 100mm, deposited , spread and levelled in layers n.exec 15 cm thick, watered and rolled/rammed to a tue surface complete all as specified and directed.

Material and Labour for machine cut kota stone slab flooring 20mm to 25mm thick in flooring but one piece as in treads of straircase etc over cement screed base laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete, over and included 15 mm thick screed bed or bedding in CM 1:6 for laying floor finishes, complete all as specified and directed.

All as item No 23 here in before but in skirting but one piece for step riser over and incl 10 mm thick rendering in CM 1:4 to receive kota stone/slab etc complete all as specified and directed.

Material and Labour for 75mm thick, PCC (1:3:6), Type C-1, using 20mm graded stone aggregate as in Plinth protection etc surface finished even and fairwithout using extra cement including necessary form work if required, provision of vertical joints at 2 mtr centre to centre complete all as specified and directed.

Supply and Fixing Steel ventilator with top hung shutter including hinges, steel peg stay, complete with glazing bars, complete all as specified and directed.

Supply and Fixing mild steel work in framed work such as grills framed guard bars, gratings, ladders etc with ends of bars shouldered and / or riveted or forged into spikes and similar work (Fe-290, Gde E-165) complete all as specified and directed.

Material and Labour for 1.25 mm thick of laths Steel rolling shutters, without ball bearing, as specified including top cover, an choring rod, hasp and staple and one shop coat of primer; erected in position as indicated, complete with gear operated type with chain wheel and hand chain incl Safety lever locks mild steel with 4 levers for rolling shutter Ball bearing for rolling shutters complete all as specified and directed.

Material and Labour for applying two coats of synthetic enamel paint over and including a coat of red oxide or zinc chromate primer including preparation of new steel or iron surfaces exc 10 cm width or girth, complete all as specified and directed.

Material and Labour for applying two coat of oil bound distemper over and including a coat of primer to newly plastered surface including preparation of new plastered surfaces to wall complete all as specified and directed.

Material and Labour for applying three coats of white wash to newly plastered surface of ceiling including preparation complete all as specified and directed.

Material and Labour for applying two coats of cement base paint on plastered surfaces of walls including preparation of new surface complete all as specified and directed.

Material and Labour for applying roof treatment as under :- (i) Providing 10mm thick (average) rendering in cement mortar 1:3 mixed with WPC as per manufacturer's instruction (to be measured separately as supply only) for levelling to a true surface and to receive new roof treatment complete. (ii) Providing a coat of bitumen primer @ 0.40 Litre/Sqm over plastered surfaces of roof including parapet surfaces. (iii) Providing one layer of APP based polymeric membrane of approved manufacturer, 3mm thick, weight not less than 3.50 Kgs per Sqm, reinforced with polyester non woven fabric (weighing not less than 150 Gms/Sqm). Polymeric membrane shall be taken to a height 60cm (minimum) and then inserted inside the groove of parapet wall and shall be finished by a membrane flashing. (Note:(a) Laying of APP based polymeric membrane shall be done by torch application method or as per manufacturar's instruction. (b) Side overlaps shall be minimum 75mm and end laps shall be minimum 100mm and sealing all overlaps and joints as per manufacturer's instructions. (c) The make of polymeric membrane shall be as per PS Specification of CA. (iv) Applying two coats of bituminous aluminium paint on top of APP membrane.

Excavating in post holes (or similar holes) in hard/dence soil each n exc 0.5 cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm complete all as specified and directed.

Material and Labour for PCC 1:2:4 type B2 ( 40 mm graded stone agggrgates) as in foundation of rails post etc.complete all as specified and directed.

Material and Labour for MS Angle or tee section, fixed to fencing post with the help of bolts/nuts independently , without connecting plates, etc. (cut to ordinary length i.e. within 20 mm of the length indicated) (Fe-410 W Gde E-250, Quality A) complete all as specified and directed.

Supply and Fixing MS angle iron in fencing posts & struts 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 complete all as specified and directed.

Supply only Chain link MS galvanisd fencing, any size or type weight not exceed 4kg per sqm (size of mesh and dia of wire as directed by Engg-In-Charge) complete all as specified and directed.

Fixing only chain link fencing including line wires, any mesh, size and type to any type of standards, rails, straining bolts, etc. including provision of binding wire complete all as specified and directed.

Supply and Fixing Mild steel screw bolts (machine made) with hexagonal or square heads at one end and screwed the other to be fitted with washers and one hexagonal or square nuts, complete all as specified and directed.

Supply and Fixing 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. complete all as specified and directed.

Supply and Fixing 10 mm dia MS round bars for tightening of chain link fencing woven through chain link & fitted completely (Fe-410 W Gde E-250 Quality A) complete all as specified and directed.

Material and Labour for preparing new steel surfaces over 10 cm width or girth & applying two coats of synthetic enamel paint over and including a coat of red oxide primer complete all as specified and directed.

Excavating over areas, n exc 1.5 mtr deep and getting out n.exc 10 Sqm on plan and getting out hard/dense soil complete all as specified and directed.

Material and Labour for providing, precast cement concrete 1:2:4 set in cm 1:6, type B1, (20 mm graded stone aggregate) in window or door cills, lintels, bressummers, steps, quoin blocks (for use with masonry), string courses, copings, kneelers, kerb stones, pier caps, columns, posts, boundary pillars, bed plates, pintle blocks, anchorage blocks, bonders (for stone walling), corbels, brackets, etc.(of any section indicated), with plain fair faces, including chamfers weatherings, throating etc. and setting in mortar complete with joints to match complete all as specified and directed.

Material and Labour for broken stone hardcore of gauge n exc. 63mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface complete all as specified and directed.

Material and Labour for providing cement concrete 1:4:8, type D2, (40 mm graded stone aggregate) 100 mm thick as in sub base finished even and fair to receive top layer complete all as specified and directed.

Material and Labour for sand filling under floors or in foundation including watering and consolidation complete all as specified and directed.

Material and Labour for 80mm thick coloured Pre-Polished machine pressed interlocking rubburised and glossy finish paver block any shape and size conforming to IS 15658-2006 of M-40 Grade laid complete all as specified and directed.

Material and Labour for Air termination single pointed copper rod 12 mm dia and 300 mm long fixed to one end of GI pipe of dia 40mm fixed with suitable size of flat iron clamps , bolts nuts and washers etc complete all as specified and directed.

Material and Labour for Copper strip 25 mm x 3 mm with bakalite saddles fixing at specefied distance along with screws etc for roof conductor above test point complete all as specified and directed.

Material and labour for earthing with copper earth plate electrode 600mm x 600mm x 3mm thick, burried directly in ground vertically to a depth of not less than 2.25 mtr below ground level connected to copper strip 25mm x 3mm thick, by means of copper brazzing made out of copper steel and 40 mm dia PVC pipe for protection of earth lead and connected to control board or transformer neutral earth or as directed including earthing pit of size 450mm x 450mm x 300mm (outer size) wall thickness 100mm made in PCC (1:3:6) type C-1 (40 mm graded stone aggregate) and pre-cast reinforced cover slab of size 450mm x 450mm x 80mm thick made with MS XPM Jalli, RCC (1:1.5:3) (20 mm graded stone aggregate), with one handle made out of 8 mm dia round bar, 20mm dia GI pipe 'light grade' for watering funnels, wire mesh and provided charcoal or cole salt of alternative layers of 15 cm including necessary earth work of size 300mm x 900mm, depth 2.50mtr and testing complete all as specified and directed.

Material and Labour for earth test point block made out of gun metal or phosphrous bronze size 75mm x 75mm x 25mm drilled and screwd including 3 nos, 8 mm dia 25 mm long hexagonal head screw complete all as specefied and directed.