REPAIR TO BOUNDARY WALL, DRAINS, FOOT PATH, HARD STANDING AND ETC. UNDER ZONE-I AREA OF GE MCEME SECUNDERABAD

Amount

Demolition of old brick work /stone boulder of any description and in any position not othterwise specifically provided for, complete all as specificed and directed by Engineer-in-Charge.

M&L for brick work with fly ash, modular bricks straight or curved on plan exc 6m mean radius built in CM 1:6, complete all as specificed and directed by Engineer-in-Charge.

M&L for walling of random rubble, uncoursed, well bonded, bedded and solidly hearted, built in cement mortar 1:6 complete all as specificed and directed by Engineer-in-Charge.

M&L for Extra over stone walling for hammer dressing to face stones with and dressing of face beds and joints, as specified, of random rubble walling, uncoursed or brought upto courses maximum depression on face from straight edge held against the dressed surface n exc. 40mm complete all as specificed and directed by Engineer-in-Charge.

M&L for Extra over stone walling for hammer dressing to face stones with and dressing of face beds and joints, as specified, of random rubble walling, uncoursed or brought upto courses maximum depression on face from straight edge held against the dressed surface n exc. 20mm complete all as specificed and directed by Engineer-in-Charge.

M&L for raised pointing to random or polygonal rubble, uncoursed or brought upto courses in cement mortar 1:4 complete all as specificed and directed by Engineer-in-Charge.

M&L rendering 15mm thick on stone masonry surfaces or surface other than fair face of brick-work in cement mortar 1:4 and finishing the surface even and smooth without using extra cement complete all as specificed and directed by Engineer-in-Charge.

M&L rendering 10mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:6 and finishing the surface even and smooth without using extra cement including taking down cement plaster of any description, complete all as specificed and directed by Engineer-in-Charge.

M&L rendering 1 5mm thick in CM 1:6 on external surfaces of of brick work or concrete surfaces finished even and smooth without using extra cement, complete all as specificed and directed by Engineer-in-Charge.

M&L for preparation of newely plasted surfaces of walls and applying two coats of cement base paint over a coat of alkali resistant paint, complete all as specificed and directed by Engineer-in-Charge.

Demoltion of old cement Concrete of any description and in any position not otherwise specifically provided, complete all as specificed and directed by Engineer-in-Charge.

M&L for 100mm thick PCC 1:4:8 type D2 using 40mm graded stone aggregate as in sub base etc., complete all as specificed and directed by Engineer-in-Charge.

M&L for 50 mm sand filling under floors or in foundations including watering and consolidation spread, rolled and consolidated to gradient and camber required, complete all as specificed and directed by Engineer-in-Charge.

M&L for Machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 60mm thickness, M-35 Grade with grey cement and pigment, complete all as specificed and directed by Engineer-in-Charge.

Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing), removing serviceable tiles to store and rubbish off the premises, complete all as specificed and directed by Engineer-in-Charge.

M&L for 20 mm thick screed bed or bedding layer of mortar in cement mortar 1:6 for laying floor finishes, complete all as specificed and directed by Engineer-in-Charge.

M & L for chequered cement concrete tiles 30 cm x 30 cm x 25 mm thick, set jointed and pointed in neat cement slurry with grey cement and pigments, complete all as specificed and directed by Engineer-in-Charge.

M&L for Cement concrete type B- 0, 1:2:4 (12.5mm graded aggregate) for coping or chamfered on edges, complete all as specificed and directed by Engineer-in-Charge.

M&L for 100 mm thick cement concrete type B-1, 1:2:4 (20mm graded aggregate) as in floor finished even and smooth without using extra cement complete all as specificed and directed by Engineer-in-Charge.

Demolition of precast concrete block masonry, built in cement mortar incl all quoins, arches, pillars, etc. but excluding ashlar facings, dressed stonework and precast concrete articles, complete all as specificed and directed by Engineer-in-Charge.

M&L for precast cement concrete Type C1, 1:3:6 (16 mm graded aggr) solid block masonry exc 10 cm in width and set in CM 1:6, complete all as specificed and directed by Engineer-in-Charge.

M&L cement concrete type C2 1:3:6, using 40mm stone aggregate in surface channel and drains etc, complete all as specificed and directed by Engineer-in-Charge.

M&L for plain cement concrete 1:4:8 type D2 using 40mm graded stone aggregate as in surface channel or drain, complete all as specificed and directed by Engineer-in-Charge.

S&F in PVC (SWR) 100/110 mm bore single socketed pipes in any length with rubber ring joints, complete all as specificed and directed by Engineer-in-Charge.

Demolition of old reinforced cement concrete of any descritpion, complete all as specificed and directed by Engineer-in-Charge.

M&L for precast cement concrete 1:2:4, type B1 (using 20 mm graded stone aggregate), as in man holes cover slabs etc including necessary form work and set in CM 1:6, complete all as specificed and directed by Engineer-in-Charge. Note:- Reinforcement will be measured and paid seperately

M&L for Mild steel TMT bars 10mm 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 MS wire (annealed) not less than 0.9 mm dia or securing with clips, complete all as specificed and directed by Engineer-in-Charge.

Dismantling fencing wire mesh, any type, complete all as specificed and directed by Engineer-in-Charge.

Dismantling posts or struts (wood, steel or R.C.C.) embeded in Concrete, brick work, ground masonry, etc. any section, including taking out embedded portion and making good disturbed ground complete all as specificed and directed by Engineer-in-Charge.

Excavation in post holes each n exc 0.50m getting out returning filling and remaining earth or broken rubble mixed with earth around in layers n exc 25cm getting out in hard/dense soil complete all as specificed and directed by Engineer-in-Charge.

S&F Mild steel angle iron as posts and struts in fencing including cutting tops to shape as directed, drilling hole including all necessary drilling, bolting or riveting etc and similar work conforming to Fe 290 Gde E 165 complete all as specificed and directed by Engineer-in-Charge.

M & L for PCC (1:3:6) type C2( using 40mm graded agg) as in foundation, filling and mass concrete etc.complete all as specificed and directed by Engineer-in-Charge.

Supply only chain link fenching of size 75x75 mm mesh of cages with 3.15 to 4 mm dia Mild Steel Galvanised Wire, complete all as specificed and directed by Engineer-in-Charge.

Fixing only Chain Link Fencing 75X75mm Mesh or Cages with 3.15 to 4 mm dia Mild Steel Galvanised Wire lapped, Straining and Binding with including Mild Steel Wire (annealed) not less than 0.9 mm dia, complete all as specified and as directed.

M&L Mild Steel Flat (Size=40x5 ) as Bands, etc. to Fencing Post with Ends of Bar shouldered and/or riveted or forged into Spikes, Framed Guard Bars and Similar Work, etc. conforming to Fe-410-0 or Fe-310-0 including all necessary drilling, bolting or riveting, etc., complete all as specified and as directed.

Mild steel 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,10mm dia neck, length of bolt n exc 5cm long complete all as specified and directed

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

Supply and Fix in repair Glavanised, 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 provision of galvanised mild steel wire, staples or steel pins etc as directed (each line wire to be measured) all as specified and directed by Engineer-in-Charge

Supply and fixing in repair concertina coil fencing with punched tape concertina coil 600mm dia having 50 Nos rounds per 6 metre length, up to 2.50m height of wall on angle iron Y-shaped bracket placed 2.40m to 3.00m apart and horizontal barbed wire, stud tied with G.I staples and G.I clips to retain horizontal, etc with reinforced barbed tape/spring core (2.5mm thick) wire of high tensile strength of 165kg/sqmm with tape (0.52 mm thick) and weight not less than 43.478 gm/metre, all as specified and directed by Engineer-in-Charge. Note:- Y angle iron bracket and horizontal barbed wire will be measured and paid separately.

M & L Preparation of new or previously untreated steel surfaces of any description, over 10 cm in width or girth and applying two coats of synthetic enamel paint over a coat of red oxide, zinc chrome primer, complete all as specificed and directed by Engineer-in-Charge.

Repairs to steel gate exc 1.20m and n.exc 5.50m in length such as removing hinges and removing the gate of any size as required and replacing with new hinges ( any type ) and placing the gate back to original position and enhancing smooth working by including welding , painting to match existing colour complete. Note : Small articles such as repair to designer shapes , name plates are inclusive in teh quated rate.