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| 1 | Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed All kind of Soil 25 meter beyond 1 m from cutting edge |
| 2 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:1:5:10 |
| 3 | Dry random rubble masonry with hard stone in foundation and plinth: Without bond stone (Nallah) |
| 4 | Providing and laying in positionplum cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:1:3:6 eith 30% plum |
| 5 | Providing and laying in position reinforced cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:1:2:4 |
| 6 | Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in :cement mortar 1:6 (1 cement; 6 course sand) |
| 7 | Extra for brick work in super structure above plinth level |
| 8 | Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 1.60mm thickness, including hinges jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25mm, or base ties of 1.60mm pressed, mild steel welded or rigidly fixed together by mechanical means, including M.S pressed butt hinges 2.5mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge: Profile B Fixing with adjustable lugs with split end tail to each jamb |
| 9 | Providing and laying in position reinforced cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:1:1.5:3 |
| 10 | Reinforcement for RCC work complete job |
| 11 | Centering and shuttering including strutting, propping etc. and removal of form work for:foundation |
| 12 | Centering and shuttering including strutting, propping etc. and removal of form work for:beams |
| 13 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc including priming coat with approved steel primer all complete.Fixed to steel windows by welding |
| 14 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. |
| 15 | Structural steel work in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete 10.2.2 Welded |
| 16 | Providing corrugated G. S. sheet roofing including vertical/curved surface fixed with polymer coated J or L hooks, bolts and nuts 8mm diameter with bitumen and G.I limpet washers or with G.I. limpet washers filled with white lead,including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (upto any pitch in horizontal/vertical or curved surface)excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.12.1.5 0.5 mm thick with zinc coating not less than 275 gram/m² |
| 17 | Providing ridges or hips of width 60cm overall width plain G.S. sheets fixed with polymer coated J. or L hooks, bolts and nuts 8mm dia G.I. limpet and bitumen washers complete.0.50 mm thick with zinc coating not less than 275 gram/m2 |
| 18 | Providing wood work in frames of false ceiling, partitions etc. sawn and fixed in position : Budloo / Fir wood |
| 19 | Providing and fixing glazed shutters 30mm thick for doors, windows and clerestory windows using 4mm thick float glass panes including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws. Second class teak wood |
| 20 | Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge. (Note: -Butt hinges and necessary screws shall be paid separately).Second class teak wood |
| 21 | 15 mm thick cement plaster in 1:6 mix |
| 22 | P/F 6mm thick plywood with necessary nails etc |
| 23 | Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours and shades, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), including grouting the joint with white cement and matching pigments etc. complete. Size of tile 600x600 mm |
| 24 | Providing and applying white cement based putty of specified thickness, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 1 mm thick |
| 25 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade on New work (two or more coats) over and including priming coat with water thinnable cement primer |
| 26 | Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound) content less than 50 grams/ liter of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour. |
| 27 | Carriage of cement from source to site by mechanical transport or animal transport or by head load (STA) |
| 28 | Carriage of Sand from source to site by mechanical transport or animal transport or by head load (STA) |
| 29 | Carriage of Stone Aggregates below 20mm from source to site by mechanical transport or animal transport or by head load (STA) |
| 30 | Carriage of Stone Aggregates above 40mm from source to site by mechanical transport or animal transport or by head load (STA) |
| 31 | Carriage of bricks from source to site by mechanical transport or animal transport or by head load (STA) |
| 32 | Carriage of stones from source to site by mechanical transport or animal transport or by head load (STA) |
| 33 | Carriage of steel from source to site by mechanical transport or animal transport or by head load (STA) |
| 34 | CIB( citizen information board of Granite Stone) ( complete job) |
