|
| 1 | 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 up to 50m and lift up to 1.5m, and excluding of disposed earth to be leveled and neatly dresses (DSR 2.6.1-2.36) |
| 2 | 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 remming of bottoms,lift upto 1.5 m,including getting out the excavated soil and disposal of surplus excavated soil as directed, within lead of 50m. All kinds of soil (DSR 2.8.1-2.36) |
| 3 | Carriage of earth by mechanical transport including loading, unloading Lead of 2 km complete in all respect to the entire satisfaction of the Engineer-In-Charge. |
| 4 | Preparation of sub grade including trenching rough dressing of soil, final dressing of earth to give level and camber, watering, rolling with a road roller and compaction of bed complete in all respect. |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size) DSR 4.1.10 |
| 6 | Brick work with F.P.S. bricks of class designation 75 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) (DSR 6.1.1) |
| 7 | Brick work with machine moulded perforated F.P.S. bricks of class designation 125 conforming IS : 2222-1991 in exposed brick work including making horizontal and vertical grooves 10mm wide 12 mm deep complete from ground level upto plinth level in cement mortar 1: 4 (1 cement: 4 coarse sand). |
| 8 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level :1:1½:3 (1 Cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size). (DSR : 4.1.2) |
| 9 | Centring and shuttering including strutting, propping etc. and removal of form for : Edges of slabs and breaks in floors and walls: Under 20 cm wide (DSR 5.9.16.1) |
| 10 | Providing and fixing M.S flat Revolving gate with 4 panel having flat size 50 x12 mm 1'-4\\" long of each panel welded with 75mm dia MS pipe 2'-3\\" long for revolving shutters and 2'-3\\" high above ground level and 3'-6\\" below ground level and 5 No's M.S square bars of 45 degree angle at 6'' center to center between the 2 No's horizontally M.S flat 50 x 12mm including the 1 No's M.S. pipe 50mm dia in posts having 4'-6\\" long with 1no's M.S. Flat 40x10mm at bottom under post to be provided the 4 panel revolveing and gate shall be properly embedded in cement concrete 1:2:4 be painted with two coats of approved quality paint over one coat of primer complete in all respect to the entire satisfication of Engineer- in-Charge. |
| 11 | Dismantlling of existing M.S. flat railing on brick masonary toe wall or on ground and removing of CC 1:2;4 block of size 1'-0\\"x0'-9\\"x1'-0\\" complete in all respect to the entire satisfaction of Engineer-in-Charge. |
| 12 | Refixing and repair (no new member) of old MS flat railing on brick masonary toe wall or on ground by providing CC 1:2:4 block of size 1'-0\\"x0-9\\"x1'-0\\" including cost of applying 2coats of synthetic enamel paint of approved brand complete in all respect to the entire satisfaction of Engineer-in-Charge. |
| 13 | Providing and laying position cement concrete of specified grade excluding the cost of centring and shuttering , All work plinth level: - 1:2:4 (:1 cement : 2 coarse sand : 4 graded stone agg 12.5mm nominal size Complete in all respect to the entire satisfaction of the Engineer-In-Charge.(DSR 4.1.3) |
| 14 | 15mm cement plaster of mix: 1:4 (1 cement: 4 coarse sand) to the entire satisfaction of Engineer-in-Charge. (DSR 13.5.1) |
| 15 | Pointing on brick work or brick flooring with cement mortar 1:3 (1 cement : 3 fine sand) Flush/ Ruled/ Struck or weathered pointing to the entire satisfaction of Engineer-in-Charge. (DSR 13.31.1) |
| 16 | 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. (DSR 13.46.1) |
| 17 | Providing and applying JK putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete.(DSR 13.26) |
| 18 | Providing and fixing M.S. flat railing having flat size 50x12mm having 6'-0\\" long and 2'-3\\" high above ground level and 1'-0\\" below ground level welded with 2no's M.S. flat 40x10mm horizontally at 6” upper and 6” from bottom and 10no's M.S. square bars of 45 degree angle at 6\\" center to center between the 2no's horizontally M.S. flat 40x10mm including the cost of 2no's 12mm dia nut and bolts with 2no's M.S. pipe of 19mm dia and 3\\" long sleeve piece. The bottom of vertical ounter M.S. flat 50x12mm shall be provided with 9\\" long anchorage piece of MS flat 50x12mm welded at bottom and railing shall be properly embedded in cement concrete 1:2:4 block of size 1'-0\\"x0'-9\\"x1'-0\\". The complete railing shall be painted with two coats of approved quality paint over one coat of primer complete in all respect to the entire satisfaction of Engineer-in-Charge. |
| 19 | Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. as required. (DSR 10.25.2) Please Enable Macros to View BoQ information |
