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| 1 | Demolition of unreinforced cement concrete in ground floors and paving\"s nexc 15 cm thickness (below or above ground level) complete all as specified and as directed by Engineer-in-charge. |
| 2 | Excavating in post holes (or similar holes) each n exc 0.5 cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm in soft/loose soil complete all as per specified and as directed by Engineer-in-charge. |
| 3 | M & L for PCC(1:4:8) type D-2(using 40mm graded crushed stone aggregate) as in foundation filling and mass concrete, complete all as specified and directed by Engineer-in-charge. |
| 4 | S&F of MS steel work in tubular trusses including special shaped washers etc., complete using ERW or induction butt welded tubes confirming to IS 1161- 1979 graded St 240, complete all as per specified and as directed by Engineer-in-charge. |
| 5 | Supply and fixing of Pre-painted galvalume aluminium zinc coating GI based corrugated or semi-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 or J hooks, complete all as specified and as directed by Engineer-in-charge. |
| 6 | S&F of Pre-painted galvalume aluminium zinc coating GI based plain 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 or J hooks, complete all as specified and as directed by Engineer-in-charge. |
| 7 | M&L for preparation of new or previously untreated steel or iron surface of any description and applying two coats of synthetic enamel paint over a coat of red oxide, primer over 10cm width or girth complete all as specified and as directed by Engineer-in-charge. |
| 8 | M&L for hardcore of guage not exc. 63mm deposited, spread and levelled in layers not exc. 15 cm thick, watered and rammed to a true surface of broken stone or boulders, complete all as per specified and as directed by Engineer-in-charge. |
| 9 | M&L for 100 mm thick PCC type C-2, 1:3:6 (using 40 mm graded aggregate) as in sub base of flooring, plinth protection/ footpath/ hardstanding finishing cement concrete surface even and fair, complete all as specified and as directed by Engineer-in-charge. |
| 10 | Providing and laying of 60mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour, design & pattern as in footparth, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand, complete all as per specified and as directed by Engineer-in-charge. |
| 11 | M&L for brick work with fly ash old sized Bricks straight or curved on plan exc 6m mean radius built in Cement mortar 1:6, complete all as specified and as directed by Engineer-in-charge. |
| 12 | M&L for rendering 15 mm thick on fair faces of brick work or concrete surfaces in CM 1:4 including,surface even & fair without using extra cement, complete all as specified and as directed by Engineer-in-charge. |
| 13 | S&F of Powder Coating anodised aluminium (minimum thickness of powder coating 50 micron) frame for doors, windows, ventilators with one or more rebates including joining cleat for fixing etc., complete all as per specified and as directed by Engineer-in-charge. |
| 14 | S&F of 4 mm thick sheet glass of ordinary quality in squares not exc. 0.5 sqm in each pane glazing with oil putty complete all as per specified and as directed by Engineer-in-charge. |
| 15 | M&L for fabrication and fixing of powder coated aluminium door shutter fixed with rubber gasket, stopper, cleats, handles etc complete for aluminium frame of size 101.6mm x 44.45mm x 2mm and section of bottom and top rail of section114mmx44.45mmx2mm thick and and lock rail shutter frame of 83mm x 44.45mm x 2 mm with and including panels of 5.5 mm thick plain/frosted float glass, and with anodised aluminium snap beading of size 18.2mmx16.66mm scred for fixing fully including double action door spring hydraulically regulated made up of 1.25 mm thick aluminium alloy sheet foundation box, main body with stainless steel cover, governing pivot made of brass, other parts made of mild steel heavy duty and all necessary fittinngsand EPDM rubber packing each shutter shall be provided with two decorative type aluminium disc handle of 150 mm dia per shutter, 1 no heavy duty door shutter 1no 200mm long aluminium tower bolt per shutter complete all as specified and as directed by the Engr-in-Charge. |
| 16 | S&F of WPC louvers wall panneling (profile sheet) width varies from 10mm to 17mm and width varies from 150mm to 300mm inclusive of necessary fittings, fixtures, grids and capping/fillets reuired at site as per manufacture specifications etc complete ali as spefied & directed etc complete all as specified and directed. Make-Rajshree or equivalent. Note: The size, pattern and colour of WPC louvers panneling shall be approved by Engineer-in-charge |
| 17 | Excavation in trenches n.exc 1.5m wide and n. exc 1.5 m in depth for foundation etc or for shafts, wells, cesspits, manholes, pier holes etc n. exc 10 sqm on plan and n.exc 1.5m in depth and getting out in soft/loose soil complete all as per specified and as directed by Engineer-in-charge. |
| 18 | M&L for precast cement concrete PCC 1:2:4 type B0 (using 12.5 mm graded Aggregate) as in blocks, louvres and jallies, 35mm thick (measured solid), including all mouldings and similar articles with plain faces set in cement mortar 1:4, complete all as specified and as directed by Engineer-in-charge.Note:- Pre cast frame shall be measured and paid separately |
| 19 | M&L for providing plain cementconcrete type C-1, 1:3:6, (using 20 mm graded stone aggregate), as in copings, bed block for filing hollow space of steel chowkhats, fixing of hold fast, kneelers, apex stones, bed plates, water troughs and the like including weathering, slightly rounded or chamfered angles & throating as directed including necessary form work, complete all as per specified and as directed by Engineer-in-charge. |
| 20 | M&L for rendering 15 mm thick on fair faces of brick work or concrete surfaces in CM 1:6 including, surface even & smooth without using extra cement, complete all as specified and as directed by Engineer-in-charge. |
| 21 | Removing excavated material exc 50 m but not exc. 100 m anddepositing where directed at a level not exc. 1.5 m above starting point complete all as per specified and as directed by Engineer-in-charge. |
| 22 | Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing), removing serviceable tiles to store and rubbish off the premises complete all as per specified and as directed by Engineer-in-charge. |
| 23 | M&L for vitrified Ceramic tiles dark shade 10 mm thick (square/ rectangular) polished, area of each tiles exceeding 0.42 sqm but not exceeding 1.00 sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match over 15 mm thick screed in CM (1:6), complete all as specified and as directed by Engineer-in-charge.Note:- Design and pattern shall be approved by Engr-in-charge /GE at the time of execution of work. |
| 24 | M&L for vitrified Ceramic tiles dark shade 10 mm thick (square/ rectangular) polished, area of each tiles exceeding 0.42 sqm but not exceeding 1.00 sqm, on vertical surfaces such as skirting, dados and risers to stepsetc., set and jointed in neat cement slurry and pointed in white or Coloured cement to match over 15 mm thick screed in CM (1:6), complete all as specified and as directed by Engineer-in-charge.Note:- Design and pattern shall be approved by Engr-in-charge /GE at the time of execution of work. |
| 25 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required, complete all as per specified and as directed by Engineer-in-charge. |
| 26 | M&L for preparation of newly plastered of wall for applying two or more coats of 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre 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 over new surfaces, complete all as specified and as directed by Engineer-in-charge. |
| 27 | Returning,filling in, including spreading, levelling, watering and well ramming in layers n exc 25cm complete all as per specified and as directed by Engineer-in-charge. |
| 28 | Supply only Liquid water proofing compound confirming to IS complete all as per specified and as directed by Engineer-in-charge. |
| 29 | M&L for preparing newly plastered surfaces of walls and applying three coats of white wash complete all as specified and as directed by Engineer-in-charge. |
| 30 | M&L for precast cement concrete PCC 1:2:4 type B0 (using 12.5 mm graded Aggregate) as in blocks, louvres and jallies, 25mm thick (measured solid), including all mouldings and similar articles with plain faces set in cement mortar 1:4, complete all as specified and as directed by Engineer-in-charge.Note:- Pre cast frame shall be measured and paid separatelyNOTE:-The contract sum shall be calculated by deducting the amount shown in Credit Schedule attached to this tender, from total amount of Schedule \"A\"/BOQ. |
