PROVISION OF RETAINING WALL IN FRONT OF HILL VIEW 23 AMC HOUSE OF MH WELLINGTON AND HORIZONTAL ROPE SHED 50 X 30 AT AVA HILL OF MRC WELLINGTON UNDER GE WELLINGTON

Amount

Excavation over areas, not exceeding 1.5m deep and getting out in hard / dense soil all as specified and directed.

Rough excavation not exceeding 1.5m deep and getting out as in hard/ dense soil and all as specified and directed.

Dismantling of structural steel works including doors, gates but excluding framed truss etc all as specified and directed.

Excavating in post holes (or similar holes) each in hard/ dense soil not exceeding 0.5 cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, watering and removal of excavated materials to a distance not exceeding 50mtr and making good surfaces, complete all as specified and directed

Dismantling expanded metal not exceeding 4kg/sqm any thickness or mesh, fixed with steel or wood fillets if any all as specified and directed.

Mild Steel posts 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 or riveting, etc.,and similar work conforming to Fe 290 Gde E - 165 complete all as specified and directed.

Fixing only Mild Steel posts 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 or riveting, etc.,and similar work conforming to Fe 290 Gde E - 165 complete all as specified and directed. Note: Dismantled steel post / struds shall be refixed as directed.

Supply only Chain link MS galvanised fencing, any size (or) type of 3mm to 4mm dia wire complete all as specified and directed.

Fixing only chain link fencing including line wire, any mesh, any size galvanised mild steel to any type of strandard rails, straining bolts etc complete, all as specified and directed.

Excavating in trenches, not exceeding 1.5 m wide and not exceeding 1.5 m in depth; for foundation, etc. not exceeding 10 sq m on plan and not exceeding 1.5 m in depth and getting out in hard/ dense soil complete all as specified and directed.

Plain cement concrete 1:4:8 type D2 (using 40 mm graded stone aggregate) as in foundation, filling and mass concreting, complete all as specified and directed.

Rolled mild steel framed work as in doors or gates of angle or other section with gussest plates, rails, braces, etc, complete drilled for fixing of steel sheeting or other covering doors etc, to be prepared for hanging and 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 complete conferming to Gde Fe 410 W (Gde E-250) all as specified and directed.

Reinforced cement concrete (nominal mix) Type B1, 1:2:4 using 20 mm graded stone aggregate as in foundations, including rafts, footing, foundations, beams, plinth beams, bases for columns, etc., basement slabs, under reamed piles and mass concrete etc complete all as specified and directed.

Reinforced cement concrete (nominal mix) Type B1, 1:2:4, using 20mm graded stone aggregate as in columns, pillars, piers, posts and struts all as specified and directed.

Use and waste of formwork to sides of concrete foundations, footings, base of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams, and similar work; vertical or to batter flat surface rough finished complete all as specified and directed.

Use and waste of formwork to sides of pillars, posts, struts, piers, columns and stanchions with rough finished surface of concrete complete all as specified and directed.

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 all as specified and directed.

Steel reinforcement for concrete with Mild steel TMT bars 5mm dia and over cut and upto and including 10mm dia stirrups, spacers and binders, cut to length, bent to shape required, incl cranking, bending spirally for hooping for columns, hooking ends and binding with and incl mild steel wire (annealed) not less than 0.90mm dia or securing with clips all as specified and directed.

Preparation of new or untreated steel surfaces of any description not otherwise described over 10cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide zinc chrome primer all as specified and directed.

Applying two coats of cement based paint, over a coat of alkali resistant primer including preparation of newly plastered surfaces complete all as specified and as directed.

Preparation of old steel surfaces of any description and applying one coat of synthetic enamel paint, not exceeding 10cm in width or grith when unconnected with other painting or when painted in a different tint all as specified and as directed.

Demolition of cement Concrete (unreinforced) in ground floors and pavings not exceeding 15 cm thickness including floor finisg complete all as specified and directed.

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

Pre-cast cement concrete block masnory with solid block exceeding 10cm in width and setting in mortar 1:6 type C1 1:3:6 using 20mm graded stone aggregate complete all as specified and directed

Chequered cement concrete coloured tiles 30 cm x 30 cm x 20-22 mm thick, with grey cement and pigments, set, jointed and pointed in neat cement slurry in floors, steps etc over and including 15 mm thick screed bed in CM 1 :6 complete all as specified and as directed.

Chequered cement concrete coloured tiles 30 cm x 30 cm x 20-22 mm thick, with grey cement and pigments, for work on vertical surfaces as in skirting, dados and risers of steps set, jointed and pointed in neat cement slurry in floors, over and including rendering 10 mm thick screed bed in CM 1 :4 complete all as specified and as directed.

Rendering 15mm thick in cement mortar 1:6 on brick work or concrete surfaces, finished even and smooth without using extra cement all as specified and directed.

Walling of random rubble, uncoursed, well bonded, bedded and solidly hearted, built in cement mortar 1:6 and pointing the dressed surface with same mortar as the work proceeds all as specified and directed.

PVC (SWR) pipes 110 mm dia single socketed in any length with rubber ring joints laid in trenches or in floors all as specified and as directed.

Hammer dressing to face stones and dressing of face beds and joints, as specified, of random rubble walling, uncoursed or brought up to courses with maximum depression on face from straight edge held against the dressed surface not exceeding 40mm all as specified and directed.

Keyed pointing to random or polygonal rubble masonry uncoursed or brought upto courses in cement mortar (1:4) all as specified and as directed.

Plain Cement concrete type B-1, 1:2:4 using 20mm graded stone aggregate as in copings including necessary form work all as specified and directed.

Broken stone / boulders loose filling with aggregates of gauge 40 to 80 mm in back of walls complete all as specified and directed.

Returning, filling in including spreading, levelling, watering and well ramming in layers not exceeding 25cm thick each, complete all as specified and directed

Removing of excavated soil/ material not exceeding 50m and depositing where directed at a level not exceeding 1.5 m above the starting point complete all as specified and directed.

Excavating in trenches, not exceeding 1.5 m wide and not exceeding 1.5 m in depth; for foundation, etc. not exceeding 10 sq m on plan and not exceeding 1.5 m in depth and getting out in soft/ disintegrated rock complete all as specified and directed.

Raised pointing to random or polygonal rubble, uncoursed or brought upto courses in cement mortar 1:4 all as specified and directed.

Rough excavation not exceeding 1.5m deep and getting out as in soft/ disintegrated rock and all as specified and directed.

Sand filling under floors or in foundations including watering and consolidation all as specified and directed

Spreading levelling layer not exceeding 25cm with soil well ramming with watering filling under floors all as specified and directed.

Removing excavated soil/ material to a distance exceeeding 500m and not exceeding 1.5Km and depositing where directed at a level not exceeding 1.5 m above the starting point complete all as specified and directed.

Plain cement concrete Type B1 1:2:4 using 20mm graded stone aggregate as in coping all as specified and directed.

Steel work in square/rectangualr tubular trusses/vertical members/purlins etc. including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to I. S.11611979 grade St.-240 etc con- forming to Fe.290.Gde-E-165 including painted one shop coat of zinc chromate primer paint (including preparation of surface) at Contractor’s workshop before fabrication all as specified and directed.

Plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachment con- forming to Fe.290.Gde-E-165 all as specified and directed.

Pre-painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50 mm thick of any colour having tensile strength of 550 Mpa as in roof covering / cladding to wall, fixed with self tapping screws all as specified and directed.

Pre- painted galvalume aluminum zinc coating GI based Plain steel sheet as in ridge of 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering and on chajjas fixed with self tapping screws all as specified and directed.

Surface excavation not exceeding 30cm deep and averaging 20cm deep and getting out in hard/ dense soil all as specified and as directed.

Hardcore of broken stone gauge not exceeding 63 mm, deposited, spread and levelled in layers not exceeding 15 cm thick, watered and rammed to a true surface all as specified and directed.

Plain cement concrete 1:5:10 type E-2 using 40mm graded aggregate in sub base 100mm thick all as specified and directed.

Plain cement concrete 1:5:10 type E-2 using 40mm graded aggregate in sub base 75mm thick all as specified and directed.

100mm thick PCC 1:1.5:3, type B1 using 20mm graded stone aggregate as in floors/ pavings ets complete all as specified and directed.

Chequered cement concrete coloured tiles 30 cm x 30 cm x 25 mm thick, with grey cement and pigments, set, jointed and pointed in neat cement slurry in floors, steps etc over and including 20 mm thick screed bed in CM 1 :4 complete all as specified and as directed.

All as per item No 52 hereinbefore but in skirting, dados and risers of steps including coat 10mm thick in cement mortar 1:3 complete all as specified and directed.

Removing excavated soil/ material to a distance exceeeding 250m and not exceeding 500m and depositing where directed at a level not exceeding 1.5 m above the starting point complete all as specified and directed.

GUNASEKARAN AND CO

GMS Builders

Sree Constructions