Redevelopment of Green belt adjoining community center Sector 39 C and D, Chandigarh, under Landscaping

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)

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)

Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix). as per direction of Engineer-in-charge. (DSR 15.2.1)

Taking out existing kerb stones of all types from footpath/ central verge, including removal of mortar etc., disposal of unserviceable material to the C&D plant, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in- Charge. (DSR 16.82)

Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the C&D plant, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.(D.S.R-16.83)

Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. (DSR 15.7.4)

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 (The rate includes carriage of stone agreegate from C & D plant MC Chd)

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)

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)

Brick work with old dismantling bricks available at site in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand)

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).

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)

Carriage of building rubbish by mechanical transport including loading, unloading Lead of 23-24 km complete in all respect to the entire satisfaction of the Engineer-In-Charge.

Removing mortar from bricks and cleaning bricks including stacking within a lead of 50 m (stacks of cleaned bricks shall be measured): From brick work in cement mortar as per direction of Engineer in charge. (DSR 15.8.3)

18mm Thick Rubbed Red Stone Flooring Over 20mm Thick Base Of Cement Mortar 1:5 (1 Cement :5 Fine Sand) With Joints 3mm Thick, Side Buttered With Cement Mortar 1:3 (1 Cement: 3 Stone Dust) Admixed With Same Mortar Red Sand Stone.

Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. Engineer-in-Charge.( DSR 15.56)

Dismantling wall tile work fixed in cement slurry including stacking material within 50 metres lead.for thickness of tiles 10mm to 25mm.

Providing and Fixing Morbi Tiles (thickness to be specified by the manufacture of approved make over 12mm thick bed of cement mortar 1:3)(1 cement : 3 coarse sand) and jointing with cement slurry @ 3.3Kg per Sqm complete in all respect to the entire satisfaction of the Engineer-In-Charge.

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.

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.

Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : One or more coats on old work. (DSR 14.54.1)

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.

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. (DSR 2.25)

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