PROVISION OF RETAINING WALL AT STABLE HILL OF MRC AND STORM WATER DRAIN HL METHA SPORTS COMPLEX AT GHAI TRG AREA AT MRC WELLINGTON UNDER GE WELLINGTON

Amount

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

Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing), removing serviceable tiles to store and rubbish off the premises all as specified and directed.

Hardcore of broken stone or boulders of gauge not exceeding 63 mm, deposited, spread and levelled in layers not exceeding 150mm 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 75mm thick all as specified and directed.

100mm thick Plain cement concrete 1:2:4 type B-1 using 20mm graded stone aggregate as in floors/ pavings etc all as specified and directed.

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

Machine Pressed precast concrete interlocking paver block rubberised any shape and size conforming to IS- 15658 - 2006 of 60 mm thickness M-35 Grade with grey cement and no pigment complete all as specified and directed.

All as per item No 7 hereinbefore but except stone received from retrieved material all as specified and directed.

Fixing only Mild steel Framed work such as grill, grating etc with ends of bars shouldered and /or riveted or forged into spikes, framed guard bars, barred iron door, ladders, framed balusters walk aways, railing, framework of water tanks and simialr work conforming to Fe290 Gde E-165 all as specified and directed.

Mild steel Framed work such as grill, grating etc with ends of bars shouldered and /or riveted or forged into spikes, framed guard bars, barred iron door, ladders, framed balusters walk aways, railing, framework of water tanks and simialr work conforming to Fe290 Gde E-165 all as specified and directed.

Preparation of old painted steel surfaces and steel based materials of any description not other wise over 10 cm width or girth and applying two coat of synthetic enamel paint 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.

Cutting holes not exceeding 400Sqcm but not exceeding 0.1 Sqm through brick/stone walls made in cement mortar and making good in cement mortar 1:3 or cement concrete 1:2:4 type B-1 complete all as specified and directed.

Rough excavation not exceeding 1.5m deep and getting out as in any type of soil all as specified and directed.

Excavation over areas, not exceeding 1.5m deep and getting out in any type of soil 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.

Stone 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.

Extra over stone walling for 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 C-1, 1:3:6 using 20mm graded stone aggregate as in coping, cills, string courses, apex stone, bed plates, kerbs and the like including rounded or chamfered on edges including necessary form work straight or curved 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.

Demolition of Concrete in ground floors and pavings not exceeding 15 cm thickness (below or above ground level) 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.

Rendering 10mm thick on fair faces of brick work/ PCC block masonry work or concrete surfaces in cement mortar 1:4 finished even and smooth without using extra cement complete all as specified and directed.

Forming fair finished drain or channel of 45 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred / stopped ends etc complete all as specified and directed.

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

Surface dressing not exceeding 15 cm deep in any type of soil 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. or for shafts, wells, cesspits, manholes, pier holes, etc. not exceeding 10 Sq m on plan and not exceeding 1.5 m in depth and getting out in any type of soil 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 1.5m above the starting point complete all as specified and directed.

Mild steel TMT bars 10mm dia and over, cut to length, bent to shape as 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 etc complete all as specified and directed.

Precast cement concrete 1:2:4 type B1 using 20 mm graded stone aggregate as in landings, cover slab (for manholes etc) and similar work including necessary form work and set in cement mortar 1:4 complete all as specified and directed. Note :- Reinforcement shall be measured and paid separately.

K S MUTHU CONSTRUCTTIONS

Sree Constructions