PROVISION OF SITE DEVELOPMENT AND SECURITY WALL AT WILLINGTON ISLAND, KOCHI

Amount

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

Earth work in excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out in any type of soil complete all as specified and directed.

Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in any type of soil complete all as specified and directed.

Excavation in Post holes (for monkey bolts)in hard/dense soil each n.exc 0.5 cum getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceedubg 25cm, watering, and removing surplus soil to a distance n exc 50m and making good surface complete all as specified and directed.

Removing excavated material (Soil) n exc. 50m depositing where directed complete all as specified and directed.

Removing excavated surplus soil to a dist exc. 250m and n. exc 500m and depositing where directed at a level n. exc 1.5m above the starting point complete all as specified and directed.

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

Moorum/red bajri filling in floors or pavings, laid in layers n exc. 30 cm thick, spread, levelled and rammed including raising (or lowering) earth, spreading in layers n exc. 30 cm thick; watering, ramming/rolling and finishing to required size, shape, etc., n exc. 1.5m high from base complete all as specified and directed.

Rolling and consolidation of formation surfaces in cutting with using 8 to 12 tonne power roller complete all as specified and directed.

M&L for solling or sub base with broken boulders or quarried stone, interstices filled, surface formed and rolled and consolidated to required gradient and camber spread thickness 200 mm complete all as specified and as directed.

M&L for 150 mm thick PCC 1:3:6 (Type C 2 ) using 40 mm graded stone aggregate complete all as specified and as directed.

M&L for 50 mm thick sand filling under floors etc including watering and consolidation complete all as specified and as directed.

M&L Machine pressed precast concrete interlocking paver block, with grey cement and pigment, any shape and size confirming to IS 15658-2006 of 80 mm thickness M-50 Grade, complete all as specified and as directed .

M&L for preperation of surface and applying two coats of cement based paint over one coat of primer complete all as specified and directed.

M&L for Precast PCC 1:2:4 type B-1 using 20 mm graded aggragate for kerb stone including necessary form work complete complete all as specified and directed.

M&L for Cement concrete 1:4:8 Type D2 (40mm graded aggregate) in foundations, filling and mass concrete complete all as specified and directed.

M&L for Cement concrete 1:2:4 type B-1 using 20 mm graded broken stone as in foundation , filling and mass concrtete complete all as specified and directed.

M&L for RCC M-30 design Mix Concrete using 20 mm graded stone aggregate for under reamed pile foundation all as specified and as directed.

Material & Labour for RCC M25 grade concrete (Design Mix -using 20mm graded stone aggregate) as in footing, foundation beams etc.complete all as specified and directed.

Material & Labour for RCC M25 grade concrete (Design Mix -using 20mm graded stone aggregate) 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 directed.

Material & Labour for RCC M25 grade concrete (Design Mix -using 20mm graded stone aggregate) as in slabs rested on walls/columns including attached pilasters etc complete all as specified and directed.

M&L for RCC M-30 mix design using 20 mm graded aggregate as in concrete for beams all as shown on drawing and all as specified and as directed.

Material & Labour for RCC M30 grade concrete (Design Mix -using 20mm graded stone aggregate) as in columns, pillars, piers, posts and struts complete all as specified and directed.

Material & Labour for RCC M30 grade concrete (Design Mix -using 20mm graded stone aggregate)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 directed.

M&L pre-cast cement concrete block masonry with solid blocks design mix type C4 or C5 PCC block, exc 10cm in width and setting in mortar 1:6 complete all as specified and as directed.

M&L for Reinforced concrete pipe of 450 mm dia bore of class NP-3 laid and jointed complete with collars all as specified and directed.

M&L for Plain cement concrete 1:3:6 type C2 using 40mm graded stone aggregate as in concrete bed to drain pipes including packing under and haunching against the sides of pipes with concrete after they are laid and tested of 450mm bore complete all as specified and directed.

M&L for Rendering 15 mm thick in cement mortar 1:4 on brick work or concrete surfaces finished even and smooth without using extra cement complete all as specified and directed.

M&L for Rendering 10 mm thick in CM 1:4 on fair faces of brickworks or concrete surface finished even and smooth complete all as specified and directed.

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, flat rough finished surfaces complete all as specified and directed.

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

M &L for formwork to faces/soffit of slabs etc exceeding 125 mm thick flat rough finished surfaces complete all as specified and directed.

M &L for Formwork to edges of concrete flats, treads, breaks in floors,window cills, concrete rail ings, openings in concrete walls, floor and roofs n exc 20 cm wide and sides of RCC/PCC bands in walls, horizon tal or sloping and similar work exc 10cm but n exc 20cm wide rough finished surfaces complete all as specified and directed.

M&L for Formwork to sides and soffits of floor or roof beams, beam haunch ings, girders, bressummers, lintels, cantilevers, shelves including sup- ports, overhangs, etc. also splays between floors and beams, etc. complete all as specified and directed.

M&L for Formwork to sides of pillars, posts, struts, piers, columns and stanchions including sup- ports, overhangs, etc. also splays between floors and beams, etc.complete all as specified and directed.

Supply and fixing only PVC (SWR) pipe 75 mm bore for perforated holes complete all as specified and directed.

M&L for carrying out non destructive integrity test on RCC Piles all as per IS 2911 (Part 4) 2013 including mobilising and removing the testing equipments from site after testing is completed all as specified and directed.

M&L for carrying out Initial load test (compression load, lateral load and uplift load test) of cast in situ piles of 450 mm dia as per IS 2911 (Part 4) including mobilising and removing the testing equipments from site after testing is completed all as specified and directed. (Note :- Providing and installing test piles shall measured and paid seperatly)

M&L for carrying out Routine Load test (verticle load /lateral load/ uplift load test) all as per IS 2911 (Part 4) 2013 for 450 mm dia cast in situ piles including mobilising and removing the testing equipments from site after testing is completed all as specified and directed.

M&L for Preperation of new plastered surface of walls and applying two coats of cement based paint over a coat of primer complete all as specified and directed.

S&F framed brackets of angles or tees with web and flanges cut to shape, including bending and welding angles, riveting etc confirming to Fe-290, Gde-E-165 complete all as specified and directed.

M&L for Preperation of new steel surfaces of any description over 10 cm in width or girth and apply two coats of synthetic enamel paint over one coat of redoxide primer all as specified and as directed.

S&F Concertina Coil of 700 mm outer dia madeout of 2.60 mm dia spring steel wire dipped in corrosion preventive fluid (rusilo 901) of castrol make each coil having min 50 turns (circles) covering 6 m and an average weight not less than 8.57 Kg (plus or minus 5 %) incl handle and spike at both ends of coil errected in position on top of mild steel angle by fixing with 1.70 mm GI wire for securing incl necessary welding to MS Sections etc all as specified and directed.

M&L for Galvanised steel 2 strand barbed wire 2.24 mm dia barbed with 2 mm dia barbs at 75 mm spacing and straining and fixing to any type of standard rail straining bolts, including securing or tying at crossing with and provn of galvanised mild steel wire, staples or steel pins complete all as specified and directed.

M&L for TMT bars (CRS/HCRM/CRM) steel of grade Fe-500 D bars 10mm dia and over cut to length, bent to shape required including cranking, bending spirally or hooping for columns hooking ends and binding with MS wire (annealed ) not less than 0.90 mm dia.complete all as specified and directed.

M&L for TMT bars (CRS/HCRM/CRM) but 5mm dia and over upto and including 10mm dia conforming to IS-1786 in Helical, spacers and binders complete all as specified and directed.

M&L for 100 mm Unplasticised PVC pipes of pressure rating 10 kgf/cm2 fixed complete to walls, ceilings or in floors etc., any type of pipe complete all as specified and directed.

M&L for Framed work such as grills,gratings, etc..with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work con- forming to Fe.290.Gde-E-165 Extra only over Item for portions framed and hung as gates, including pintle hinges, stops, hand-made sliding bolts, etc. for ornamental and intricate design complete all as specified and directed.

M & L walling of random rubble masonry, uncoursed, well bonded and solidly hearted in cement mortar 1:4 complete all as specified and as directed.

ROY CONSTRUCTION CO

FUTURE ONE FACILITY MANAGEMENT

A2Z ENGINEERS AND PILE FOUNDATIONS

Agarwal Jagdish Construction Company Pvt. Ltd.

VIJAY CONSTRUCTIONS

Kurian And Varghese

M.J.JOY AND COMPANY

DEENS GROUP