CONSTRUCTION OF TOE WALL UNDER M.S.FLAT RAILING IN PARK NEAR TRAFFIC LIGHTS POINT RAIPUR KHURD,CHANDIGARH UNDER WARD DEVELOPMENT FUND.

Dismantling, of existing M.S. Flat Railing on ground by dismantling C.C. 1:2:4 block of size 1-0”X9”X1’-0” complete in all respect.

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.

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)

Providing and fixing M.S. flat railing having flat size 50x12mm,(2"x1/2") 4'-0" high(3' high above ground level) welded with 2no's M.S. flat 38x10mm horizontally at distancwe 9.5" upper and 9.5” from bottom and 1no's M.S. flat 25x10mm on the lower side of top M.S. flat including 8mm M.S. square bars of 45 degree angle at 6" center to center between the 2no's horizontally M.S. flat iron. The rates also includes the cost of 2 No. 12mm dia nut and bolts with 2no's M.S. pipe of 19mm dia and 3" long imbeded in ceme sleeve piece embedded in cement concrete 1:2:4 block of size 1'-0"x0'-9"x1'-0" and painted with three 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 gate having flat size 50 x12 mm having 6'-0" long of each openable shutter and 3'-3" high above ground level and ,1'-0" below ground level welded with 2 no's M.S flat 40 x10mm including horizontally at 6' upper and 6' from bottom and 10 no's M.S square bars of 45 degree angle at 6'' center to center between the 2 no's horizontally M.S flat 40 x 10mm including the 2 no's M.S. Channel 75x40mm in posts having 2no's channel welded to form post of size 75x80mm & 6'-0" long with lugs 1'-3" long 2no's M.S. Flat 40x10mm at bottom under each post to be provided on both sides of shutter with 2 no's hinges for openable arrangements with sliding bolt for locking arrangements 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.

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.

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. (2.8.1-2.36)

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.

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

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).(6.1.1)