5TH KILOMETER STONE TYPICAL DESIGN FOR NH, SH & MDR

DETAIL OF MEASUREMENTS 1. Excavation in foundation 1x0.80x0.55x0.60 =0.264cum. 2. P/L CC 1:4:8 1x0.80x0.55x0.60 =0.264cum. 3. P/L RCC 1:2:4 Rectangular portion 1x0.50x0.25x1.275 =0.159cum.Semi circular portion 1xxx0.25x0.25 4. Cement plastering 6mm thick Rectangular portion 2x0.50x0.695 2x0.25x0.695 Semi circular portion 2xxx0.25 1xx0.25x0.25 5. Cement plastering 15mm thick 2x0.50x0.13 2x0.25x0.13 =0.130 m =0.065 m =0.195 m =16.56kg. kutaal =0.0245cum. 0.184cum. =0.695 m =0.348 m =0.196 m =0.196 m 1.435 m

6. Providing tor steel reinforcement0.184 @ 90Kg/cum.

ORDINARY KILOMETER STONE TYPICAL DESIGN FOR NH, SH & MDR

DETAIL OF MEASUREMENTS 1. 1.Excavation in foundation 1x0.65x0.55x0.60 =0.215cum. 2. P/L CC 1:4:8 1x0.65x0.55x0.60 =0.215cum. 3. P/L RCC 1:2:4 Rectangular portion 1x0.35x0.25x0.935 =0.082cum.Semi circular portion 1xxx0.175x0.25 =0.012cum. 0. 094cum. =0.270m =0.134 m =0.096 m =0.137m 0.637 m =0.091 m =0.065 m =0.156 m =8.46kg. kutaal 4. Cement plastering 6mm thick Rectangular portion 2x0.35x0.385 2x0.25x0.385 Semi circular portion 2xxx0.175 1xx0.175x0.25 5. Cement plastering 15mm thick 2x0.35x0.13 2x0.25x0.13 6. Providing tor steel reinforcement 0.094 @ 90Kg/cum.

O D & VILLAGE ROAD KILOMETER STONE TYPICAL DESIGN

DETAIL OF MEASUREMENTS1. Excavation in foundation 2. P/L CC 1:4:8 1. P/L RCC 1:2:4 . 4. Cement plastering 6mm thick Top 5. Cement plastering 15mm thick 2x0.35x0.13 2x0.18x0.13 6. Providing tor steel reinforcement 0.059 @ 90Kg/cum. =5.31kg. =0.091 m =0.047 m =0.138 m 2x0.35x0.385 2x0.18x0.385 1x035x0.18 =0. 270m =0. 139 m =0.063m 0.472 m 1x0.65x0.48x0.60 =0.187cum. 1x0.65x0.48x0.60 =0.187cum. 1x0.35x0.18x0.935 =0.059cum.

kutaal

BOUNDARY STONE TYPICAL DESIGN

S. NO. 1 2 3 4 5 6

TYPE OF STEEL BAR MAIN BAR TOP MOST STRIP 1ST FROM TOP STRIP 2ND FROM TOP STRIP 3RD FROM TOP STRIP BOTTOM MOST STRIP

NO. OF BARS 2 1 1 1 1 1

DIA OF BAR 8 6 6 6 6 6

LENGTH OF BARS 1840 370 405 445 475 510

DETAIL OF MEASUREMENTS1. 2. Excavation in foundation P/L CC 1:3:6 1x0.50x0.50x0.75 1x0.50x0.50x0.75 1xxx1/2(0.10+0.075)0.90 0.023 @ 90Kg/cum. =0.188cum. =0.188cum. =0.023cum. =2.07kg kutaal

3. P/L RCC 1:1:3 . 4. Providing tor steel reinforcement