PROVN OF CHAIN LINK FENCING WITH GATE, PCC FLOORING AT GOLF WEIR, PROVN OF RCC RETAINING WALL NEAR INDIRA BLOCK AND SECURITY FENCING AT NILGIRI 1 TO 4 UNDER GE DSSC WELLINGTON.

Amount

Rough excavation n.exc 1.5m deep and getting out in hard/ dense soil complete all as specified and as directed.

Rough excavation n.exc 1.5m deep and getting out in hard rock complete all as specified and as directed.

M & L for hard core of broken stone or boulders of guage exc 63mm but n.exc 100 mm deposited, spread and levelled in layers n.exc 15cm thick, water and rolled/ rammed to a true surface complete all as specified and as directed.

M & L for providing 100mm thick cement concrete (1:3:6) type C-1 (using 20mm graded stone aggregate) as in floors and pavings etc., all as specified and as directed.

M & L for providing 150mm thick cement concrete (1:2:4) type B-1 (using 20mm graded stone aggregate) as in floors and pavings etc., all as specified and as directed.

M & L for forming 20mm thick wide and 150mm depth expansion joints with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound Grade 'A' complete all as specified and as directed.

M & L for forming Construction (Dummy joints) 150mm deep and 10mm wide filled with sealing compound Grade 'A' complete all as specified and as directed.

Removing excavated material (soil) to a distance exc 250m but n.exc 500m and depositing where directed at a level n exc. 4.5 m above the starting point complete all as specified and as directed.

M & L for removal of silt, soil, debris and cleaning of check dam upto of 6.00m depth including taking down hard/dense soils / stones / spoils and throwing the silt /mud /spoils/stones where directed at a level n. exc 1.5Km including transportation complete all as specified and as directed.

M & L for digging out roots up to any depth, of girth of tree exc 30cm and n.exc 100 cm filling holes and levelling off ground, stacking of serviceable material and removing ofunserviceable material to a distance n.exc 50m and clearing site complete all as specified and as directed.

Excavating over areas, n.exc 1.5 m deep and getting out in hard/ dense soil complete all as specified and as directed.

Excavating over areas, n.exc 1.5 m deep and getting out in hard rock complete all as specified and as directed.

Excavating over areas, exc 1.5 m and n.exc 3.00m deep and getting out in hard/ dense soil complete all as specified and as directed.

Excavating over areas, exc 3.00m deep and n.exc 4.50m deep and getting out in hard/ dense soil complete all as specified and as directed.

Removing excavated material to a distance n.exc. 50m and depositing where directed at a level n.exc 1.5 m above the starting point all as specified and as directed.

Returning, filling in trenches, including spreading, levelling, watering and well ramming in layers n.exc 25 cm in hard/ dense soil complete all as specified and as directed.

M & L for hand packing with broken stone or boulders with aggregate of gauge 40 to 80 mm in back of walls/ Back side abutment at weep holes areas and raising (or lowering) to the required level., complete all as specified and as directed.

M & L for cement concrete (1:4:8) type D-2 (using 40mm graded stone aggregate) in foundations, fillings and mass concrete complete all as specified and as directed.

M & L for cement concrete (1:3:6) type C-1 (using 20mm graded stone aggregate), as in coping including necessary form work complete all as specified and as directed.

M & L for walling of random rubble, uncoursed well bonded bedded and solidly hearted, built in CM (1:6) including bond stones complete all as specified and as directed. Note. Hammer dressing to face stones will be measured and paid separately.

M & L for providing precast cement concrete (1:2:4), type B-1 (using 20mm graded stone aggregate) as in bonders stone walling of any section indicate, with plain fair faces and setting in CM (1:4) complete with joints to match all as specified and as directed. Note : Qty deducted from RR masonry.

Description all as per Item No 20 above but except stone complete all as specified and as directed. Note : Serviceable stone obtained from Item No 36 shall be reused.

Extra over stone walling for Hammer dressing to faces stones and dressing of face of beds and joints as specified of random rubble walling uncoursed or brought up to course with maximum depression on face straight edge held against the dressing surface n.exc 40mm complete all as specified and as directed.

M & L for keyed pointing to random or polygonal rubble uncoursed or brought upto courses in CM (1:4) complete all as specified and as directed.

S & F for 110mm bore PVC(SWR) pipes, type 'B', single socketed in any length with rubber ring joints fixed to walls complete all as specified and as directed.

M & L for excavating in post holes (or similar holes) in hard/ dense soil n.exc 0.5 cum, getting out , returning, filling in and ramming earth or broken rubble mixed with earth around in layer n.exc 25 cm complete all as specified and as directed.

Excavation in trenches, n.exc 1.5m wide and n.exc 1.5m in depth, for foundation etc or for shafts, wells, cesspits, manholes, pier holes and n.exc 1.5m in depth and getting out in hard/ dense soil complete all as specified and as directed.

M & L for PCC (1:3:6) type C-2 (using 40 mm graded stone aggregate) in foundations, filling and mass concrete complete all as specified and as directed.

S & F for mild steel angle iron post and struts in fencing 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 etc and similar work conforming to Fe-290 Gde E- 165 complete all as specified and as directed.

Supply only Chain link MS galvanised fencing, any size or type complete all as specified and as directed.

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

S & F 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, n.exc 5cm long with dia of neck 5 to 10 mm complete all as specified and as directed.

S & F for mild steel round 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 mild steel wire (annealed) not less than 0.9mm dia or securing with clips for chain link fencing conforming to Fe-410-W (Gde.E-250) quality-A or Fe 290 (Gde - E-165) all as specified and as directed.

S & F Galvanised 2 strand, steel barbed wire 2.24 mm 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 as directed. Note : Each line wire to be measured.

M & L for preparation of new or previously untreated steel surfaces of any description, over 10 cm width or girth, not otherwise described and applying two coats of synthetic enamel paint over a coat of red oxide zinc chrome primer complete all as specified and as directed.

Demolition of brick work or stone / boulder masonry, built in cement mortar, including all quoins, arches, pillars etc but excluding ashlar facing, dressed stone work and precast concrete articles etc complete, all as specified and as directed.

Demolition of un-reinforced cement concrete of any description and in any position not otherwise specifically provided for and removing rubbish off the premises all as specified and as directed.

Excavation over areas, n. exc.1.5 mtr deep and getting out in soft / loose soil complete all as specified and as directed.

M & L for RCC (Design Mix M-25) (using 20 mm graded stone aggregates) as 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 as directed.

M & L for RCC (Design Mix M-25) (using 20 mm graded stone aggregates) as in walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses., complete all as specified and as directed.

M & L for use and waste of timber as in 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 fair finished surfaces of concrete flat all as specified and as directed.

M & L for use and waste of timber as in formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter, for fair finished surfaces of concrete flat all as specified and as directed.

S & F 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 mild steel wire (annealed) not less than 0.9mm dia or securing with clips., complete all as specified and as directed.

Description all as per Item No 43 above but 6 mm to 8mm dia and over as in strirups spaces etc., complete all as specified and as directed.

S & F 75mm bore PVC (SWR) pipes, type 'B', single socketed in any length laid in RCC retaining walls as in weep holes., complete all as specified and as directed.

S & F Hand packing with broken stone or boulders (any thickness) at back of walls over arches etc. and raising (or lowering) to the required level., complete all as specified and as directed.

Rough excavation n.exc 1.5m deep and getting out in soft/loose soil all as specified and as directed.

Removing excavated material (soil) to a distance exc. 1.50 Km but n exc. 5 Km and depositing where directed complete all as specified and as directed.

M & L for preparing new surfaces of walls and applying two coats of cement base paint (white or tinted) complete all as specified and as directed.

M & L for use and waste of timbering as planking and strutting for retaining the sides of excavated soil for construction of retaining wall, including wales , sturts,open poling boards, proper steel prop supports etc, as may be necessary, fixing and removal, for height up to 5.00 mtr complete all as specified and as directed.

M & L for providing 150 mm dia perforated MS tubes, light grade (dia of holes not less than 10 mm and not greater than 15 mm at suitable spacing to collect water, only half portion of peripheral area of pipe to be perforated) including supplying and covering with Geo synthetic cloth all around the pipe for retaining earth complete all as specified and directed. note:- Geo synthetic cloth will be covered all around of the perforated pipe and shall be approved standard make.

M & L for PCC (1:2:4) type B-1 (using 20mm graded stone aggregate) as in coping,cills ,string courses, apex stone, bed plates, kerbs, bands, lintels n.exc 1.5m length etc including necessary form work, weathering, slightly rounded or chamfered angles and throating all as specified and directed.

M & L for precast cement concrete block masonry (1:3:6) type C-1 with solid block, exc 10 cm in width and setting in CM (1: 6) complete all as specified and as directed.

M & L for rendering 15 mm thick in CM (1:4) on stone masonry surfaces/block wall other than fair faces of brick work, finished fair and even complete all as specified and as directed.

M & L for providing 100 mm thick cement concrete (1:2:4) type B-2, (using 40 mm graded stone aggregate)as in foot path, hard standing, finished even and fair complete all as specified and as directed.

M & L for providing PCC (1:3:6) type C-2 (using 40 mm graded stone aggregate) as in surface channel & drain etc., for maintaining slope and free flow of water including cleaning of drain required for work complete all as specified and directed.

Removing excavated material (soil) to a distance exc 250m but n.exc 500m and depositing where directed at a level n.exc 1.50 m above the starting point all as specified and as directed.

M & L for hardcore of gauge n exc. 63mm (broken stone or boulders ), deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface all as specified and directed.

M & L for providing 75mm thick cement concrete (1:3:6) type C-2 (using 40mm graded stone aggregate) as in plinth protection/ retaining wall etc., complete all as specified and as directed.

M & L for chequered cement concrete pre-polished coloured tiles of size 300mm x 300mm x 25mm thick set including steps and risers, jointed & pointed in neat cement slurry in floors with grey cement & pigment, laid over and including 20mm thick screed bed or bedding layer in CM (1:6) complete all as specified and as directed.

Removal of bushes, shurbs and vegetation by surface dressing n.exc 15 cm deep in hard/dense soil complete all as specified and as directed.

S & F mild steel frame works such as joist, channel, angle or tee sections, posts, rafters, purlins, trusses, connecting plates, etc., fixed independently conforming to Fe-410-W (Gde E-250) quality-A complete all as specified and as directed.

S & F 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, exc 5cm but n.exc 10cm long with dia of neck 5 to 10 mm complete all as specified and as directed.

M & L for RCC (Design Mix M-25) (using 20 mm graded stone aggregates) as in columns, pillars, piers, posts and struts complete all as specified and as directed.

M & L for use and waste of timber as in form work to sides of pillars, posts, struts, piers, columns and stanchions for rough finished surfaces of concrete square, rectangular or polygonal complete all as specified and directed.

M & L for rendering 15 mm thick in CM (1:4) on fair surfaces of concrete/ brick surfaces, finishing the surface fair and even complete all as specified and as directed.

S & F for mild steel framed work as in doors or gates of angle iron or other section with gusset plates, rails, braces, etc complete drilled for fixing of steel sheeting or other covering door etc to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive of steel sheeting or other covering , running rails and guides ) and hanging , also fastening and fixing conforming to Fe 410-W (Gde- E- 250) quality- A all as specified and as directed.

Removal of surplus excavated soil to a distance n.exc 1.00 Km and depositing where directed at a level n.exc 1.50 m above the starting point all as specified and as directed.

Demolition of cement concrete (unreinforced) in ground floors and pavings/hard standing n exc 15 cm thickness (below or above ground level) all as specified and as directed.

JK BUILDERS

ACE PROMOTERS

S.RAMACHANDRAN

K.AYYAPPAN

GUNASEKARAN AND CO

GMS Builders

KRA Engineering and Construction

AR Mohamed Yakub and Co

sree devi construction