PROVN OF DOUBLE LAYER CHAIN LINK FENCING AND CONCERTINA COIL ON HARDSTANDING AROUND TECHNICAL AREA AT ABOHAR UNDER GE(AF) BHISIANA

Amount

Excavation to post holes or similar holes each not exc 0.5 cum getting out returning filling in and ramming earth or broken rubble mixed with earth around in layers n exc 25 cm , watering and removing surplus soils to a distance not exc 50m and making good surfaces in hard soils.

M&L for PCC type B-1, 1:2:4 using 20mm graded stone aggregate for foundation/post filling and mass concrete etc.

S&F angle iron fencing post and struts including cutting tops to shape as directed, drilling holes, notching for wire etc and 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.

S&F framed work as in door or gates of angle or other section with gusset plates, rails, braces and similar work conforming to Fe-290 Gde E-165 Complete.

S&F MS Screw bolts ( machine made) with hexagonal or square heads at one end and screwed the other or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut length exc. 5 cm but not exc 10 cm long 11 to 15mm dia of shank.

Supply only chain link MS galvanised fencing incl line wire 50x50mm mesh any size and any type complete all as specified and directed. (Thickness of wire between 2.70 to 3.00mm)

Fixing only chain link fencing incl line wires, any mesh, size and type to any type of standards, rails, straining bolts etc including provn of binding wire complete.

M&L for round bars 10mm dia and over cut to length bent to shape required incl cranking, bending spirally for hoping for columns, hooking ends and binding with and incl MS Wire (annealed) not less than 0.9mm dia or securing with clips.

S&F GI two strand, steel barbed wire 2.24mm dia, barbed with 2mm dia barbs @ 75mm spacing and straining and fixing to any type of standard rail, straining bolts, inlc securing or tying at crossing with and provn of galvanised mild steel wire staples or steel pins etc comple all as specified (Each line of wire to be measured.)

M&L two coats of synthetic enamel paint to new steel surfaces over a coat of red oxide primer surfaces of any description exc 10 cm in witdth or girth

M&L preparing new steel surfaces and applying two coats of syn thetic enamel paint over a coat of red oxide primer surface area not exc. 10cm in width or girth

S&F concertina coil 980mm dia ( 56 turns per coil) expendable 12 to 14 mtr,(medium barbs) barbs length 24 + 1mm pitch between two barbs 35+ 1 mm, thickness of tap 0.50mm dia of spring core wire 2.6mm laying on PCC including securing or typing at crossing with and provn of galvanised mild steel wire, staples or steel pins etc complete all as specified and directed.

Surface excavation n exc 30cm deep and averaging 15 cm deep and getting out in soft/loose soil

Removing excavated material n exc 50m and depositing where directed at a level n exc 1.5m above the starting point

Returning, filling including spreading, leveling, watering and well ramming in layers n.exc 25 cm in soil complete all as specified and directed

M&L for 75 mm thick PCC 1:4:8 type D-2 using 40mm graded stone aggregate as in sub base complete all as specfied and as directed.

M&L for 75 mm thick PCC 1:3:6 type C-2 using 40mm graded stone aggregate complete all as specfied and as directed.

M&L for forming contraction (Dummy) joints 65mm deep x 10mm wide filled with sealing compound of grade 'A' complete and all as specfied and as directed.

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 for foundation and getting out loose/soft soil. (Soft/loose soil)

PCC 1:4:8 type D-2 using 40mm graded stone aggregate as in foundation filling etc complete all as specified.

Material and labour for brick work built in CM (1:6) straight or curved on plan exceeding 6 metre mean radius using sub class ‘B’ bricks (Old size bricks) complete all as specified and as directed.

M&L for Damp proof coarse to horizontal surfaces in cement concrete 1:2:4 Type Bo 25mm thick incuding necessary form work complete all as specified and as directed.

M & L for Form work to soffits of suspended slabs such as roof slab,floor slabs, landing and similar work for rough finish surface complete all as specified and as directed.

M & L for Form work to sides of concrete columns, raft and raft beamss, and similar work for rough finish surface complete all as specified and as directed.

M&L for Reinforced cement concrete M-25 (Design Mix) B-1 using 20mm graded stone aggregate as in plinth beam, tie beams,bends on walls, complete all as specified and as directed.

M&L for mild steel TMT bars 10mm dia and over, cut to length, bent to shape, required, including cranking, bending spirallly for hoopin for columns, hooking ends & binding with & including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips quality complete all as specified and as directed.

All as per item No 26 above but 6 to 8mm dia as in stirrups.

M&Lfor Providing Precast cement concrete louvers and jallies 40mm thick (measured solid), including all mouldings but excluding frames Type B0 1:2:4 (12.5mm graded aggregates) set in cement mortar 1:4 Complete.

Material and labour for 15mm thick cement plaster in CM (1:4) on fair faces of brick or concrete surfaces and finishing the surface even and smooth (without using extra cement) etc.

Material and labour for preparation of new plastered surfaces and applying two coats of cement base paint on concrete surfaces complete all as specified and directed.

Dismantling Posts or Struts (wood, steel or R.C.C ) any section, including taking out embedded portion in concrete , brick work , masonary etc.

M/s BHUPINDRA ENGINEERING WORKS

M/s Luxmi Constructions

POOJA CONSTRUCTION COMPANY

GUPTA AND ENGINEERS

AABIA CONSTRUCTION

Aman Enterprises

M/s Vee Kay Associates

M/s BALDEV SINGH