PROVN OF CONSTRUCTION OF 18M X 12M OPEN PLINTH WITH SHED, 40 X SELF DRIVEN AIR CIRCULATORS AND EXTERNAL E/M SERVICES IN VARIOUS UNITS UNDER GE GWALIOR

Amount

Excavating in trenches n exc 1.5 m wide and n exc 1.5 m in depth for foundation etc or for shaft etc n exc 10 sqm on plan and n exc 1.5m in depth and getting out in soft/loose soil complete all as specified and directed.

Surface excavation n.exc 30cm (not exceeding) 30cm deep and getting out complete all as specified and directed.

M&L PCC 1:4:8 type D2 using 40mm graded stone aggregate in sub base of floor, ramp etc, complete all as specified and directed.

M&L brick work with sub class 'B' bricks straight or curved on plain exc 6 m mean radius built in CM 1:6, complete all as specified and directed.

M&L for rendering 10 mm thick on fair faces of brick work or concrete surfaces in CM 1:6 finishing the surface fair and even complete all as specified and as directed by Engr-in-Charge.

Moorum/Red Bajri filling in floors and pavings laid in layers not exceeding 15cm thick, spread, levelled and rammed including watering complete all as specified and directed.

Hard core of broken stone or boulders of gauge not exceeding 63mm, deposited, spread and levelled in layers not exceeding 15cm thick, watered and rammed to a true surface complete.

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

Removing excavated materials (Soils) exc 50 m and depositing where directed a level n exc 1.5m above the starting point in soils, complete all as specified and directed.

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

M&L RCC M-25 Design Mix (using 20 mm graded stone aggregates) in footing, plinth beams, bases for columns etc complete all as specified and directed (reinforcement to be measured separately).

Use and waste from work to sides of concrete, foundation, footings, bases of column, raft and raft beams, sides and soffits (if any) of foundation and plinth beams and similar work, vertical or to batter, rough finished surface of concrete (flat) completed all as specified and directed.

M&L for sand filling under floors or in foundations including watering and consolidation complete all as specified and directed

M&L for 60 mm thickness rubber moulded machine pressed precast concrete interlocking paver block M-35 any shape and size, confirming to IS 15658-2006 in coloured glossy finish rubber mould casted laid dry over sand cushioning complete all as specified and directed.

S&F Mild steel TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending for columns, hooking for columns, hooking ends and binding with and including mild steel wire(annealed) not less than 0.9mm dia or securing with clips

S&F Mild steel TMT bars 6 to 8mm dia, cut to length, bent to shape required, including cranking, bending for columns, hooking for columns, hooking ends and binding with and including mild steel wire(annealed) not less than 0.9mm dia or securing with clips

M&L PCC 1:3:6 type C12, 75 mm thick (using 40 mm graded stone aggregate) finished even and fair as in plinth protection including forming of joints 03mtr and joint filled with bitumin and sand mixture in 1:1 ratio complete all as specified and directed.

M&L PCC (1:2:4) Type- B1 using 20 mm graded aggregate 75 mm thick as in floor finishing without using extra cement.

M&L rolled sections 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 of Fe-410-W (Gde-250) quality 'A' complete all as specified and directed.

S&F steel work in tubelar trasses and tubular vertical post including special shaped washer etc complete using ERW or induction but welded tubes conferming to IS-1161-1979 grade St-240 completed all as specified and directed.

M&L preparation or new steel and iron surfaces of any description and apply two coats of synthetic enamel paint over a coat of red oxide primer completed all as specified and directed..

M&L, applying two coats of cement base paint including preparation of newly plastered surface of walls complete all as specified and as directed.

S&F 0.50 mm thick pre -painted galvalume aluminium zinc coating GI based corrugated steel sheet of an colour haviing tensile strength of 550 Mpa as in roof covering /cladding to wall,fixed with self tapping screws as specified.

S&F 0.50 mm thick pre -painted galvalume aluminium zinc coating GI based steel sheet of an colour haviing tensile strength of 550 Mpa as in roof covering /cladding to wall,fixed with self tapping screws as in ridge specified.

Supply and fixing wind driven air roof turbine ventilators made out of superior quality stainless steel with pre fabricated base plate made of polycorbonate or FRP of the size 24" including all the arrangements and required materials to install on the roof of the structure complete all as required at site.

M&L for removing of asbastoc cement sheet from the roof.

S&F Fibre glass reinforced translucent corrugated sheeting with two corrugation side lap fixe with coach screw and washer in roof, wall etc..

M&L cutting and making surface of asbastoc sheet suitable for fixing the self driven air circulator fan.

Excavation in trenches not exceeding 1.5m wide and not exc. 1.5m depth and getting out in hard/dense soil complete all as specified and as directed.

M&L for sand cushioning in trenches for cable protection including consolidation complete all as directed.

M&L for Sub class 'B' bricks laid dry width wise across the line of cable in treanchs as cable protection complete all as specified and directed by engr in charge.

Supply, laying, jointing and testing, XLPE insulated, armoured,heavy duty, electric LT UG cable with multi stranded aluminium conductor, 1100 Volts grade, of size 4 core 25 Sqmm

All as per item No. 32 but size 16 Sqmm 4 Core.

All as per item No. 32 but size 16 Sqmm 2 core.

M & L for GI Pipe light grade complete with fittings laid in floor/ trenches/ wall as cable protection of 80 mm dia all as specified and directed

S&F copper tube terminal heavy duty-BS-4579 of size 25 Sqmm.

Boring of holes under road, pavement, hard standing by trenchless technology using ultra sound technique and necessary machine alongwith provisioning of DWC-HDPE pipe, 150mm bore confirming IS-14930 Part-I & II fixing on wall/in bore hole/ in trenches.

S&F mild steel TMT bars 5mm dia and over upto and including 10mm dia in stirrups, spaces and binders including mild steel wire(annealed) not less than 0.9mm dia or securing with clips completed all as specified and directed.

S & F tube Medium grade galvanised with all fitting laid in trenches, of 25mm dia complete all as specified and directed.

S & F gun metal gate valves with iron wheel head screwed at both ends for iron pipes of 25mm dia complete all as directed.

Cutting of existing Cast iron pipes in position for insertion of new tees, for branch connection of 25mm dia from bore of pipe 80/100/150 mm dia.

Excavation in trenches not exceeding 1.5m width and not exceeding 1.5m depth and getting out for laying of pipe etc in soft/loose soil.

Returning, filling including spreading, levelling, watering and well ramming in layers not exceeding 25cm in hard/dense soil.

Removing excavated surplus hard/dense soil to a distance not exceeding 50M and depositing where directed and at a level not exceeding 1.5M above the starting point.

Babatia super works

M.S. ENGINEERS

M/S ISLAM AND BROTHERS

mahamaya constructions

M/s Yashika Enterprises

M/s Sagar Construction

M/s Ratan Lal Jain and Co.