SPL REPAIRS TO BOUNDARY WALL OF FEME NEAR MAHAKALI TEMPLE AREA AT MCEME UNDER GE MCEME SECUNDERABAD

Amount

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

Excavating in trenches n exc 1.5m wide and not exc 1.5m depth; for foundation, etc not exc 10 sqm on plan and getting out in hard/dense soil complete all as specified and as directed by Engineer-in-Charge..

Returning filling in including spreading levelling watering and well ramming in layers not exceeding 25cm in soft and loose soil complete all as specified and as directed by Engineer-in-Charge..

Removal of excavated soil to a distance not exceeding 50m and depositing where directed at a level not exceeding 1.5m above starting point complete all as specified and as directed.by Engineer-in-Charge.

M &L for PCC 1:4:8 type D2 using 40mm graded aggregate in foundation/mass concrete for footing and steps complete all as specified and as directed.by Engineer-in-Charge.

M&L 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, rough finished complete all as specified.and directedby Engineer-in-Charge.

M&L for reinforced cement concrete (design mix) M-25 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 by Engineer-in-Charge.

M&L for formwork to sides of concrete pillars, posts, struts, piers, columns and stanchions , rough finished complete all as specified.and directed by Engineer-in-Charge.

M&L for reinforced cement concrete ( design mix) M-25 in columns, pillars, piers, posts and struts complete all as specified.and directed by Engineer-in-Charge.

M&L for formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including sup-ports, overhangs, etc. also splays between floors and beams, etc , rough finished complete all as specified.and directed by Engineer-in-Charge.

M&L for reinforced cement concrete ( design mix) M-25 beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified.and directed by Engineer-in-Charge.

M&L for TMT bar 10 mm dia and over cut to length bent to shape required, including cranking, bending, spirally for hooping for column hooking ends and binding with and including mild steel steel wire (annealed ) not less than 0.90 mm dia or seccuring with clips quility confirming to Deformed or twisted bars complete all as specified.and directed by Engineer-in-Charge.

All as per item above , but 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders complete all as specified.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.

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 Rendering 15 mm thick cement plaster on fair faces of brick work/concrete in cement mortar 1:6, finished even and smooth without using extra cement complete all as specified and directedby Engineer-in-Charge.

M&L for preparation of new plaster surface of wall and applying two coat of cement base paint over a coat of primer complete all as specified 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.

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.

Supply and fix 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 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 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 .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.

STANDARD AGENCIES

GNV Engg Services

SRI BHAVANI ENTERPRISES

NEWS CONSTRUCTIONS

K CHANDRAPAL REDDY

K LAKSHMAN SINGH AND CO