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| 1 | Earth work in excavation in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. |
| 2 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) |
| 3 | Brick work with F.P.S. bricks of class designation 75 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand). |
| 4 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in : cement mortar 1:4 (1 cement : 4 coarse sand) |
| 5 | Providing and laying in position reinforced cement concrete of specified grade excluding the cost of centeringshuttering, finishing and reinforcement- all works up to plinth level-in 1:1.5:3 ( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominial size) |
| 6 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. |
| 7 | Brick Work with F.P.S. bricks of class designation 75 in superstructure above plinth level up to floor five level in all shapes and sizesin cement mortar 1:6 ( 1 cement :6 c/ sand ) |
| 8 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). |
| 9 | Reinforcement for RCC work including straightening, cutting, bending,placing in position and binding all complete. InThermo Mechanicallt Treatedbars. |
| 10 | 12 mm cement plaster of mix 1:4 (1 cement: 4 fine sand) |
| 11 | 12 mm cement plaster of mix1:6 (1 cement: 6 fine sand) |
| 12 | 15 mm cement plaster of mix1:6 (1 cement: 6 fine sand) |
| 13 | Centering and shuttering including strutting , ropping etc and removal of form for foundations, footing, bases of columns,etc for mass concrete. |
| 14 | Centering and shuttering including strutting , ropping etc and removal of form for suspended floors, roofs, landing, balconies and access platform. |
| 15 | Centering and shuttering including strutting , ropping etc and removal of form for lintels, beams, plinth beams, girders, bressumers and cantilevers. |
| 16 | Centering and shuttering including strutting , ropping etc and removal of form for columns, pillars, piers, abutments, posts and struts. |
| 17 | Steel work welded in built up section/framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using steel etc. as required. |
| 18 | Providing and fixing T -iron frames for doors, windows and ventilators of MS tee sections, joints mitred and welded with 15x3 mm lugs 10 cm long embeded in cement concrete blocks 15 x10 x10 cm of 1:3:6 ( 1 cement :3 coarse sand :6 graded stone aggregate 20 mm nominial size ) or with wooden plugs and screws or rawl plugs and screws or with dash fastneror with fixing clips or with bolts and nuts as require including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. |
| 19 | Providing and fixing M.S. Tubular frames for doors, windows,ventilators and cupboard with L-Type section made of 1.60mm thick M.S. Sheet, joints mitred and welded and grinded finish profiles required size with 15x3mm lugs 10cm long embedded in cement concrete blocks 15x10x10cm of 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as required including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primers. Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 20 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes |
| 21 | Cement concrete flooring 1:2:4 ( 1 cement : 2 coarse sand:4 graded stone aggregate finished with a floating coat of neat cement including cement slurry , but excluding the cost of nosingof steps etc. complete 40 mm thick with 20 mm nominial size stone aggregate. |
| 22 | Providing and fixing glass strips in joints of terrazo/ cement concrete floors. 40 mm wide and 4 mm thick. |
| 23 | Cement plasterskirting ( up to 30 cm height) with cement mortar 1:3 ( 1 cement :3 coarse sand) finished with a floating coat of neat cement. 18 mm thick |
| 24 | Providing and fixing ISI marked flush door shutters confirming to IS;2202 (part i) non decorative type , core of block board construction with frame of ist class hard woodand well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. 35 mm thick including ISI marked stainless steel butt hinges with necessary screws. |
| 25 | Providing and fixing of alluminiumsliding doorbolt ISI marked anodised( anodic coating not less than grade AC 10 as per is :1868 ) tranparent or dyed to required colouror shade with necessary screws complete: 250x16 mm |
| 26 | Providing and fixing of alluminium Tower bolt ISI marked anodised( anodic coating not less than grade AC 10 as per is :1868 ) tranparent or dyed to required colouror shade with necessary screws complete: 200x10 mm |
| 27 | Providing and fixing of alluminium handle ISI marked anodised( anodic coating not less than grade AC 10 as per is :1868 ) tranparent or dyed to required colouror shade with necessary screws complete: 125 mm |
| 28 | Providing and fixing of alluminiumhanging floor doorstopperISI marked anodised( anodic coating not less than grade AC 10 as per is :1868 ) tranparent or dyed to required colouror shade with necessary screws complete: Twin rubber stopper. |
| 29 | Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 5.5 mm thick glass panes |
| 30 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 110 mm diameter |
| 31 | Providing and fixing white vitreous china laboratory sink with C.I. brackets, C.P. brass chain with rubber plug, 40 mm C.P brass waste and 40mm C.P. brass trap with necessary C.P. brass unions complete, including painting of fittings and brackets, cutting and making good the wall wherever required : Size 600x450x200 mm |
| 32 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work, 15 mm dia nominal bore |
| 33 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc. Internal work - Exposed on wall 20 mm dia nominal bore |
| 34 | Providing and fixing G.I. Pipes complete with G.I. fittings and clamps, i/c making good the walls etc. concealed pipe, including painting with anti corrosive bitumastic paint, cutting chases and making good the wall : 15 mm dia nominal bore |
| 35 | Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. 15 mm nominal bore |
| 36 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. |
| 37 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 15 mm nominal bore |
| 38 | Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931, 15mm nominal bore |
| 39 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture |
| 40 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture[Rate (125.80 - 50.70 = 75.10)] |
| 41 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade New work (two or more coats) over and including priming coat with cement primer |
| 42 | Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm |
| 43 | Providing and laying cement concrete in retaining walls, return walls, walls (anythickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing: 1:1½:3 (1 cement : 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size). |
| 44 | Excavation in hilly area in ordinary rock not requiring blasting by mechanical means without using Dozer including cutting and trimming of slopes and disposal of cut material with a lift upto 1.5 m and lead upto 20 m as per Clause 1603.2. |
| 45 | Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction |
| 46 | Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction |
| 47 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203: Nominal mix 1:2:4 (Hand mixed |
