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| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means 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 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed.-All kinds of soil |
| 3 | 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. -All kinds of soil |
| 4 | Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering --All work upto plinth level:a) 1:4:8 ( 1 Cement: 4 fine sand : 8 graded well burnt brick aggregate 40 mm nominal size) |
| 6 | Centering shuttering including struttings, propping etc. and removal of form work for:a) Foundations, footings, bases for columns. |
| 7 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and skirting courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size) |
| 8 | d) Suspended floors, roofs, landings, balconies and access platform with shuttering ply |
| 9 | e) Edges of slabs and breaks in floors and walls under 20 cm. wide |
| 10 | g)Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply |
| 11 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete uptoplinth level.Thermo-Mechanically Treated bars of grade Fe-500D or mor |
| 12 | First class brick work in foundation and plinth including cost of all materials as required complete:-In cement mortar 1:6 ( 1 cement : 6 fine sand ). |
| 13 | Providing and laying cement concrete 1:2:4 (1 cement : 2 fine sand : 4 graded well burnt brick aggregate) flooring finished with a floating coat of neat cement including cement slurry, rounding of edges and strips etc. complete.A)40 mm thick with 20 mm well burnt brick aggregate. |
| 14 | 6 mm cement plaster of mixIn cement mortar 1:3 ( 1 cement : 3 fine sand ). |
| 15 | 12 mm cement plaster of mixIn cement mortar 1:6 ( 1 cement : 6 fine sand ). |
| 16 | 15 mm cement plaster on the rough side of single or half brick wall of mix:In cement mortar 1:6 ( 1 cement :6 fine sand ). |
| 17 | 15 mm cement plaster on the rough side of single or half brick wall of mix:In cement mortar 1:4 ( 1 cement : 4 fine sand ). |
| 18 | Neat cement punning. |
| 19 | Providing and fixing G.I. pipes of medim class as per IS : 1239 with latest amendment complete with G.I. fittings and clamps, including cutting and making good the walls etc. complete as per CPWD specification and direction of the Engineer - in charge.Internal work - Exposed on wall. a)15 mm nominal bore |
| 20 | b)20 mm nominal bore |
| 21 | c)25 mm nominal bore |
| 22 | d)32 mm nominal bore |
| 23 | Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete as per CPWD specification and direction of the Engineer - in - charge.(New work). a)20 mm nominal bore |
| 24 | b)25mm nominal bore |
| 25 | c)32mm nominal bore |
| 26 | d)40mm nominal bore |
| 27 | Providing and fixing G.I. pipes of medim class as per IS : 1239 with latest amendment complete with G.I. fittings including trenching and refilling etc. complete as per CPWD specification and direction of the Engineer - in - charge. External worka)40 mm nominal bore |
| 28 | b)50mm nominal bore |
| 29 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end):a)32 mm nominal bore |
| 30 | Providing and fixing gun metal non-return valve of approved quality (screwed end):a)32 mm nominal bore |
| 31 | Providing and fixing ball valve (brass) of approved quality High or low pressure, with plastic floats complete :a)25 mm nominal bore |
| 32 | Cutting holes upto 30x30 cm in walls including making good the same :i) With 1st class bricks. |
| 33 | Cutting holes upto 15x15 cm in R.C.C. floors and roofs for passing drain pipe etc. and repairing the hole after insertion of drain pipe etc. with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including finishing complete so as to make it leak proof. |
| 34 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 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. |
| 35 | Charge. |
