PROVN OF GAZEBO AND GARBAGE BINS AT VARIOUS LOCATIONS AT ICGS PIPAVAV UNDER GE (I) CG PORBANDAR

Amount

Schedule 'A' B/R

Material & Labour for fibre dustbin of different shape (dolphin, tree trunk, rabbit, frog, strawberry etc.) with Min capacity 40 -60 Litre including fixed and placed on plinth/platform in Cement Mortar 1:4, complete all as specified and directed by Engineer-in-charge.

Material & Labour for fibre dustbin of different shape (dolphin, tree trunk, rabbit, frog, strawberry etc.,) with Min capacity 60 -800 Litre including fixed and placed on plinth/platform in Cemnt Mortar 1:4, complete all as specified and directed by Engineer-in-charge.

Material & Labour for dustbin 2 Nos Wet/Dry double container min capacity 40 Litre mounted on MS pipe 65mm vertical 3 nos pipe, horizontal 1 no pipe 40mm dia including lid including one coat of factory coat red oxide primer and synthetic enamel paint of different colour, complete all as specified and directed by Engineer-in-charge. Make : Sintex/Diplast/Adharcila

Material & Labour for dustbin 1 Nos Wet/Dry double container min capacity 40 Litre mounted on MS pipe 65mm vertical 3 nos pipe, horizontal 1 no pipe 40mm dia including lid including one coat of factory coat red oxide primer and synthetic enamel paint of different colour, complete all as specified and directed by Engineer-in-charge. Make : Sintex/Diplast/ Adharcila

Excavating in trenches, not exceeding 1.5 Metre wide and not exceeding 1.5 Metre in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. not exceeding 10 Sqm on plan and not exceeding 1.5 Metre in depth and getting out in soft and loose soil, complete all as specified and directed by Engineer-in-charge.

Material & Labour for PCC 1:4:8 type D-2 (40mm graded crushed stone aggs) as in foundation concrete, filling and mass concrete for manholes etc., complete all as specified and directed by Engineer-in-charge.

Material and labour for glazed ceramic coloured tiles 300 x 450 x 7 to 8 mm thick , first quality, as on skirting, dados, walls etc set and jointed in neat cement slurry and pointed in white cement with pigment to match the shade of tiles over and including 10mm thick rendering in cement mortar 1:3, complete all as specified and directed by Engineer-in-charge.

Material & Labour for preparation of new surface of any description over 10 cm width or girth and applying one coat of synthetic enamel paint over a coat of red oxide primer, complete all as specified and directed by Engineer-in-charge.

Material & Labour for preparation new plastered surfaces and applying two coats of cement base paint on new wall surfaces including all necessary wetting and curing, complete all as specified and directed by Engineer-in-charge.

Material & Labour for Plain Cement Concrete 1:4:8 type D-2 (using 40mm graded stone agg) as in foundation, filling and mass concrete, complete all as specified and directed by Engineer-in-charge.

Material & Labour for (Porbandar stone of size 20cm x40 cm) Walling of squared rubble, regular coursed, well bonded, bedded and solidly hearted, built in cement mortar (1:4), complete all as specified and directed by Engineer-in-charge.

Material & Labour for rendering 15mm thick in cement mortar 1:4 on concrete/stone masonary surfaces finished even and fair without using extra cement, complete all as specified and directed by Engineer-in-charge.

Material & Labour for preparation of new plastered surfaces of wall and applying two coats of 100 % Premium acrylic emulsion paint having VOC less than 50 gm/ltrs and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/ 10 sqm all as per the manufacturer’s instructions, complete all as specified and directed by Engineer-in-charge.

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

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

Material & Labour for RCC M-30 (Design Mix), using 20mm graded stone aggregate for 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.

Material & Labour for RCC M-30 (Design Mix) (using 20mm graded stone agg) as in Beams and a like, complete all as specified and directed by Engineer-in-charge.

Material & Labour for RCC M-30 (Design Mix), using 20mm graded stone aggregate, as in Columns, pillars, piers, posts and struts, complete all as specified and directed by Engineer-in-charge.

Material & Labour for RCC M-30 (Design Mix), using 20mm graded stone aggregate for Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like, complete all as specified and directed by Engineer-in-charge.

Use and waste of formwork to the sides of concrete footing, base of columns, plinth beams and similar work for vertical or to batter rough finished surfaces of concrete, complete all as specified and directed by Engineer-in-charge.

Use and waste of formwork to sides and soffits of beams, bands and the like for rough finished surface of concrete, complete all as specified and directed by Engineer-in-charge.

Use and waste of formwork to the sides of rectangular columns for rough finished surfaces of concrete, complete all as specified and directed by Engineer-in-charge.

Use and waste of Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) rough finished surfaces of concrete, complete all as specified and directed by Engineer-in-charge.

Use and waste of Formwork to edges of concrete flats, treads, breaks in floors, window cills, concrete railings, openings in concrete walls, floor and roofs not exceeding 20 cm wide and sides of RCC/ PCC bands in walls, horizontal or sloping and similar work exceeding 10cm but not exceeding 20cm wide, complete all as specified and directed by Engineer-in-charge.

Material & labour for Mild steel CRS 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 directed by Engineer-in-charge.

All as per item here-in-before, 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.

Material & Labour for cement concrete 1:2:4, type B-1 (using 20mm graded stone aggregate) in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, including necessary form work, complete all as specified and directed by Engineer-in-charge.

Material & Labour for 15 to 18mm thick granite (of any type) work (table rubbed and polished) for wall lining (veneering to wall) 12mm thick in cement mortar (1:3) and pointing with white cement (1:2) using marble dust with admixture of pigment to match with shade of granite, complete all as specified and directed by Engineer-in-charge.

Supply & Fixing, Fabrication and Painting of 100% detachable Victorian Style Decorative Ornamental Cast Iron Gazebo by ISO Certified Company. Overall size of Gazebo should be 4600mm x 4600mm in Square Shape & total height is 3970mm.The roof should be in square shape 5220mm x 5220mm. Special cut pattern roofing like slate or wooden shakes. Multilayer roofing shingles made of Bitumen shingles should be resistant to harmful environmental impacts, decay, corrosion, fire damage. These shingles manufactured on a base of APP modified bitumen compound fixed with torch-on application. Roof should be fix on decorative ornamental Combo Cast Iron Pole of height 2660mm & MS pipe on top of pole to support roof structure. Thickness of all cast iron part must be 10-12mm. For fixing of Top Grill & Support Corner Grill on Pole, Pole must have M.S Pipe. Cast iron support corner grill - quantity 08 Nos. Customize combo Bottom Railing Quantity - 11 Nos. Specification – 1340mm x 690mm, Fabricated with D type MS pipe for handrail. Nut Bolt for connecting all these parts should be of SS 304 grade. Welding process shall be done by Metal Inert Gas (MIG) welding process using Carbon Dioxide (CO2) gas. Color specification & finishing process must follow as per the ISI standard. All parts must be clean by SHOT blasting process. Further parts are painted in 4-layer coating (Coating thickness-125 to 150 micron) in which first layer with epoxy primer (to prevent corrosion), second layer with epoxy base color, than third layer polyurethane (PU) metallic paint (Gold/Green/Copper/Silver) & final layer of polyurethane (PU) lacquer (to prevent ultra-violets ray). (Material Specifications):-All this above cast iron components must be of FG-150 grade as per IS210 (2009) standard, Hardness must being range between 130BHN to180 BHN. Cast iron must have Chemical composition of Carbon -3.0% to4.0%, Silicon- 1.0% to 2.0%, magnesium -0.5% to 0.7%, sulphur -0.02% to 0.04% & phosphorous-0.07% to 0.09%, complete all as specified and directed by Engineer-in-charge.

vijay infraprojects pvt ltd (BID ID -3230645)

M/S Unicon Engineering co (BID ID -3228974)