q Road Deluxe

QUANTITY CALCULATION SOFTWARE

Done By : - V.VeeraPandiyan

This Software is Helfpul in finding the Highways Quantities for calculating the Cost of the Projects

Q ROAD DELUXE - HIGHWAYS

QUANTITY CALCULATION SOFTWARE

Done By : - V.VeeraPandiyan

This Software is Helfpul in finding the Highways Quantities for calculating the Cost of the Projects

NEXT

Q ROAD DELUXE - HIGHWAYS

QUANTITY CALCULATION FOR HIGHWAYS

1) TYPICAL CROSS SECTION FOR NEW ROADSA) 4 LANE WITH MEDIANB) 2 LANE FOR NEW ROAD

2) TYPICAL CROSS SECTION FOR WIDENINGA) 2 LANE TO 4 LANE ECCENTRICB) 2 LANE TO 4 LANE CONCENTRIC

3) TYPICAL CROSS SECTION FOR SERVICE ROADS

4) OTHER CIVIL WORKS AND MISCELLENEOUS ITEMS

5) MEDIAN OPENING

6) BUS BAYS

7) TRUCK LAYBYES

8) TOLL PLAZA

9) BRANCH ROADS OR JUNCTIONS

10) EARTH WORK CALCULATIONS

QUANTITY CALCULATION FOR HIGHWAYS

TYPICAL CROSS SECTIONS FOR NEW ROADS

A) 4 LANE WITH MEDIANLENGTH OF TYPE - m

1.3 1.52.3 2 7 0.25 4.5 0.25

3

0.750.6 BM 0.075

BC 0.05 DBM 0.075 GSB

WMM 0.25BC

DBM 0.25BM 0.25

WMMGSBSSG

QUANTITIESB) 2 LANE FOR NEW CONSTRUCTIONENGTH OF TYPE - B m

1.3

D10

TYPE TOTAL LENGTH OF THIS TYPE

D49

TYPE THE LENGTH OF THIS TYPE

2.3 2 2.5 7 2.5

WMM 0.25BC 0.05 DBM 0.075

BM 0.075GSB

TYPICAL CROSS SECTIONS FOR NEW ROADS

SLOPE OF EMBANKMENT 2

1.5 1.37 2 2.3

0.450.9 3

0.75

0.60.2

SSG 0.5

QUANTITIES


1.3

2 2.3BC

DBM 0.25475 BM 0.25

950 WMMGSBSSG

SSG 0.5

0.2

TYPICAL CROSS SECTIONS FOR WIDENING

A) 2 LANE TO 4 LANE ECCENTRICLENGTH OF TYPE - m

1.3 1.52.3 2 7 0.25 4.5 0.25

0.450.9

3 7

0.750.6 BM 0.075

BC 0.05 DBM 0.075 GSB

BC WMM 0.25DBM 0.25

BM 0.25WMMGSBSSG

QUANTITIESB) 2 LANE TO 4 LANE CONCENTRICLENGTH OF TYPE - m

1.3 1.52.3 2 7 0.25 4.5 0.25

0.453 0.9 7 EXISTING

D10


D47


0.750.6 BM 0.075

BC 0.05 DBM 0.075 GSB

BCDBM 0.25 WMM 0.25

BM 0.25WMMGSBSSG

TYPICAL CROSS SECTIONS FOR WIDENING


2 1.37 1.5 2.3 BC 0.05

DBM 0.075BM 0.05

EXISTING 3

0.75

0.60.2

SSG 0.5

QUANTITIES


2 1.37 1.5 2.3 BC 0.05

DBM 0.075BM 0.05

3

0.75

0.60.2

SSG 0.5

TYPICAL CROSS SECTIONS FOR SERVICE ROADS

A) SERVICE ROADSENGTH OF TYPE - A 261 mNO. OF SIDES 2 Nos.

0.78750.7875 2.5 7

GSB 0.2SDBC 0.025 BM 0.05

WMM 0.25GSB

D9

TYPE THE LENGTH OF THIS TYPE

D10

TYPE THE NO. OF SIDES

TYPICAL CROSS SECTIONS FOR SERVICE ROADS

SLOPE OF EMBANKMENT 1.5

0.78752.5 0.7875

SDBCBM 0

0.525 WMM 00.7875 GSB 0.05

GSBSSG

SSG 0

0

QUANTITIES

QUANTITY CALCULATION FOR NEW CONSTRUCTION OF 4 LANE WITH MEDIAN

S.NO. DESCRIPTION NOS. LENGTH WIDTH DEPTH QUANTITY UNIT

1 SUB GRADE 1 0 30.6 0.5 0 cum

2 GRANULAR SUB BASE 1 0 28.6 0.2 0 cum

3 WET MIX MACADAM 1 0 18.5 0.25 0 cum

4 BITUMINOUS MACADAM 1 0 17.8 0.075 0 cum

5 DENSE BITUMINOUS MACADAM 1 0 17.5 0.075 0 cum

6 BITUMINOUS CONCRETE 1 0 17.5 0.05 0 cum

7 PRIME COAT OVER WMM 1 0 18.5 0 sqm

8 TACK COAT OVER PRIMER 1 0 18.5 0 sqm

9 TACK COAT 1 OVER BM 1 0 17.8 0 sqm

10 TACK COAT 2 OVER DBM 1 0 17.5 0 sqm

11 PCC BY BM 1 0 0 cum

12 PCC TACK COAT 1 0 0 sqm

13 OVERLAY BY DBM 1 0 0 cum

14 OVERLAY BY BC 1 0 0 cum

15 TACK COAT OVER BM PCC 1 0 0 sqm

16 TACK COAT OVER DBM 1 0 0 sqm

17 EARTHERN SHOULDERS 2 0 2 0.45 02 0 0.2025 0

0 cum

18 KERB LENGTH 2 0 0 Rm

19 MEDIAN FILL 1 0 4.25 0.75 0 cum

QUANTITY CALCULATION FOR NEW CONSTRUCTION OF 2 LANE WITH MEDIAN


1 SUB GRADE 1 0 20.6 0.5 0 cum




5 DENSE BITUMINOUS MACADAM 1 0 14 0.075 0 cum

6 BITUMINOUS CONCRETE 1 0 14 0.05 0 cum




10 TACK COAT 2 OVER DBM 1 0 14 0 sqm







17 EARTHERN SHOULDERS 2 0 2 475 02 0 225625 0

0 cum


19 MEDIAN FILL 1 0 0 cum

QUANTITY CALCULATION FOR ECCENTRIC WIDENING


1 SUB GRADE 1 0 23.6 0.5 0 cum










11 PCC BY BM 1 0 7 0.05 0 cum

12 PCC TACK COAT 1 0 7 0 sqm

13 OVERLAY BY DBM 1 0 7 0.075 0 cum

14 OVERLAY BY BC 1 0 7 0.05 0 cum

15 TACK COAT OVER BM PCC 1 0 7 0 sqm

16 TACK COAT OVER DBM 1 0 7 0 sqm


0 cum


19 MEDIAN FILL 1 0 4.25 0.75 0 cum

QUANTITY CALCULATION FOR CONCENTRIC WIDENING


1 SUB GRADE 1 0 23.6 0.5 0 cum


3 WET MIX MACADAM 1 0 11 0.25 0 cum




7 PRIME COAT OVER WMM 1 0 11 0 sqm

8 TACK COAT OVER PRIMER 1 0 11 0 sqm



11 PCC BY BM 1 0 7 0.05 0 cum

12 PCC TACK COAT 1 0 7 0 sqm

13 OVERLAY BY DBM 1 0 7 0.075 0 cum

14 OVERLAY BY BC 1 0 7 0.05 0 cum

15 TACK COAT OVER BM PCC 1 0 7 0 sqm

16 TACK COAT OVER DBM 1 0 7 0 sqm


0 cum


19 MEDIAN FILL 1 0 4.25 0.75 0 cum

QUANTITY CALCULATION FOR SERVICE ROADS


1 SUB GRADE 1 261 13.575 0 0 cum

2 GRANULAR SUB BASE 1 261 13.575 0 0 cum

3 GSB 1 261 7.1 0.2 371 cum

4 WET MIX MACADAM 1 261 7 0.25 457 cum

5 BM 1 261 7 0.05 92 cum

6 SDBC 1 261 7 0.025 46 cum

7 PRIME COAT OVER WMM 1 261 7.1 1,854 sqm

8 TACK COAT OVER PRIMER 1 261 7.1 1,854 sqm

9 TACK COAT 1 OVER BM 1 261 7 1,827 sqm

10 TACK COAT 2 OVER DBM 1 261 7 1,827 sqm







17 EARTHERN SHOULDERS 2 261 2.5 0.525 6862 261 0.20671875 108

794 cum


19 MEDIAN FILL 1 261 0 cum

QUANTITIES FOR MEDIAN OPENINGS

TOTAL LENGTH OF THE PROJECT m

NUMBER OF MEDIAN OPENINGS 0 Nos.

LENGTH OF THE MEDIAN OPENING 25 m

WIDTH OF MEDIAN OPENING 4.5 m

DESCRIPTION NOS. LENGTH WIDTH DEPTH QUANTITY UNITSUB GRADE 0 25 4.5 0.5 0 cumGSB 0 25 4.5 0.2 0 cumWMM 0 25 4.5 0.25 0 cumBM 0 25 4.5 0.075 0 cumDBM 0 25 4.5 0.075 0 cumBC 0 25 4.5 0.05 0 cumPRIME COAT OVER WMM 0 25 4.5 0 sqmTACK COAT OVER PRIMER 0 25 4.5 0 sqmTACK COAT OVER BM 0 25 4.5 0 sqmTACK COAT OVER DBM 0 25 4.5 0 sqmKERB LENGTH DEDUCTION 0 25 0 Rm

QUANTITIES FOR MEDIAN OPENINGS

BC 0.05DBM 0.075BM 0.075WMM 0.25GSB 0.2SSG 0.5

QUANTITY CALCULATION FOR BUS BAYS

NUMBER OF BUS BAYS Nos.

FIRST TAPER LENGTH 100 mSECOND TAPER LENGTH 50 mSTRAIGHT PORTION 30 mTOTAL LENGTH OF BUS BAY 180 m

WIDTH OF BUS BAY 7 m

WIDTH OF RAISED VERGE 2.5 m

DESCRIPTION NOS. LENGTH WIDTH DEPTH QUANTITY UNITSUB GRADE 0 100 3.5 0.5 0

0 50 3.5 0.5 00 30 7 0.5 0

0 cumGSB 0 100 3.5 0.2 0

0 50 3.5 0.2 00 30 7 0.2 0

0 cumWMM 0 100 3.5 0.25 0

0 50 3.5 0.25 00 30 7 0.25 0

0 cumBM 0 100 3.5 0.075 0

0 50 3.5 0.075 00 30 7 0.075 0

0 cumDBM 0 100 3.5 0.075 0

0 50 3.5 0.075 00 30 7 0.075 0

0 cumBC 0 100 3.5 0.05 0

0 50 3.5 0.05 00 30 7 0.05 0

0 cum

PRIME COAT OVER WMM 0 0 0 sqmTACK COAT OVER PRIMER 0 0 0 sqmTACK COAT OVER BM 0 0 0 sqmTACK COAT OVER DBM 0 0 0 sqm

KERB LENGTH 0 360 00 120 0

0 Rm

PASSENGER SHELTERS 0 0 Nos.

EARTH FILL IN RAISED PORTION 0 240 2.5 0.35 0 cum

CC TILES AREA 0 240 2.5 0 sqm

QUANTITY CALCULATION FOR BUS BAYS


DEPTH OF RAISED PORTION 0.35

QUANTITY CALCULATION FOR TRUCK LAYBYES

NUMBER OF TRUCK LAYBYES Nos.

FIRST TAPER LENGTH 80 mSECOND TAPER LENGTH 100 mSTRAIGHT PORTION 150 mTOTAL LENGTH OF TRUCK LAY BYE 330 m

WIDTH OF TRUCK LAY BYE 10.5 m

WIDTH OF RAISED VERGE 3 m

DESCRIPTION NOS. LENGTH WIDTH DEPTH QUANTITY UNITSUB GRADE 0 80 5.25 0.5 0

0 100 5.25 0.5 00 150 10.5 0.5 0

0 cumGSB 0 80 5.25 0.2 0

0 100 5.25 0.2 00 150 10.5 0.2 0

0 cumWMM 0 80 5.25 0.25 0

0 100 5.25 0.25 00 150 10.5 0.25 0

0 cumBM 0 80 5.25 0.075 0

0 100 5.25 0.075 00 150 10.5 0.075 0

0 cumDBM 0 80 5.25 0.075 0

0 100 5.25 0.075 00 150 10.5 0.075 0

0 cumBC 0 80 5.25 0.05 0

0 100 5.25 0.05 00 150 10.5 0.05 0

0 cum

PRIME COAT OVER WMM 0 0 0 sqmTACK COAT OVER PRIMER 0 0 0 sqmTACK COAT OVER BM 0 0 0 sqmTACK COAT OVER DBM 0 0 0 sqm

KERB LENGTH 0 660 00 340 0

0 Rm

PASSENGER SHELTERS 0 0 Nos.

EARTH FILL IN RAISED PORTION 0 500 3 0.35 0 cum

CC TILES AREA 0 500 3 0 sqm

QUANTITY CALCULATION FOR TRUCK LAYBYES


DEPTH OF RAISED PORTION 0.35

TOLL PLAZA QUANTITIES

NUMBER OF TOLL PLAZA 0 Nos.

LENGTH OF THE RIGID PAVEMENT 150 m

WIDTH OF THE RIGID PAVEMENT 20 60 AVERAGE 40 m

NUMBER OF SERVICE LANES 11 Nos.

DESCRIPTION NOS. LENGTH WIDTH DEPTH QUANTITYSUB GRADE (SSG) 0 150 40 0.5 0GRANULAR SUB BASE (GSB) 0 150 40 0.15 0DRY LEAN CONCRETE (DLC) 0 150 40 0.15 0PAVEMENT QUALITY CONCRETE (PQC) 0 150 40 0.34 0MEDIAN KERB LENGTH 22 40 880MEDIAN EARTHFILL FOR SERVICE LANES 11 40 1.5 0.5 330CHEQUERED TILES AREA 11 40 1.5 660

TOLL PLAZA QUANTITIES

SG 0.5GSB 0.15DLC 0.15PQC 0.34

UNITcumcumcumcumRmcumsqm

PRIMARY OR MAJOR INTERSECTIONS

LENGTH OF MAJOR BRANCH ROAD (TAPER) 50 m

LENGTH OF STRAIGHT PORTION 50 m

WIDTH OF BRANCH ROAD 7 m 14 m

NUMBER OF THE ROADS 0 Nos.

LENGTH OF THE KERB 30 m

DESCRIPTION NOS. LENGTH WIDTH DEPTH QUANTITYSUB GRADE 0 50 10.5 0.5 0

0 50 7 0.5 00

GSB 0 50 10.5 0.2 00 50 7 0.2 0

0WMM 0 50 10.5 0.25 0

0 50 7 0.25 00

BM 0 50 10.5 0.075 00 50 7 0.075 0

0DBM 0 50 10.5 0.075 0

0 50 7 0.075 00

BC 0 50 10.5 0.05 00 50 7 0.05 0

0

PRIME COAT OVER WMM 1 0 0TACK COAT OVER PRIMER 1 0 0TACK COAT OVER BM 1 0 0TACK COAT OVER DBM 1 0 0

KERB LENGTH 0 60 00

EARTH FILL IN RAISED PORTION 0 30 2.5 0.35 0

CC TILES AREA 0 30 2.5 0

SECONDARY OR MINOR INTERSECTIONS

LENGTH OF MAJOR BRANCH ROAD (TAPER) 30 m

LENGTH OF STRAIGHT PORTION 40 m

WIDTH OF BRANCH ROAD 5 m 10 m

NUMBER OF THE ROADS 0 Nos.

LENGTH OF THE KERB 20 m

DESCRIPTION NOS. LENGTH WIDTH DEPTH QUANTITYSUB GRADE 0 30 7.5 0.5 0

0 40 5 0.5 00

GSB 0 30 7.5 0.2 00 40 5 0.2 0

0WMM 0 30 7.5 0.25 0

0 40 5 0.25 00

BM 0 30 7.5 0.075 00 40 5 0.075 0

0DBM 0 30 7.5 0.075 0

0 40 5 0.075 00

BC 0 30 7.5 0.05 00 40 5 0.05 0

0

PRIME COAT OVER WMM 1 0 0TACK COAT OVER PRIMER 1 0 0TACK COAT OVER BM 1 0 0TACK COAT OVER DBM 1 0 0

KERB LENGTH 0 40 00

EARTH FILL IN RAISED PORTION 0 20 2.5 0.35 0

CC TILES AREA 0 20 2.5 0

PRIMARY OR MAJOR INTERSECTIONS


DEPTH OF RAISED PORTION 0.35 m

WIDTH OF THE MEDIAN 2.5 m

UNIT

cum

cum

cum

cum

cum

cum

sqmsqmsqmsqm

Rm

cum

sqm

SECONDARY OR MINOR INTERSECTIONS

BC 0.05DBM 0.075BM 0.075WMM 0.25

GSB 0.2SSG 0.5

DEPTH OF RAISED PORTION 0.35 m

WIDTH OF THE MEDIAN 2.5 m

UNIT

cum

cum

cum

cum

cum

cum

sqmsqmsqmsqm

Rm

cum

sqm

EARTHWORK CALCULATIONS

CREST : SSG 0.5 INTERVAL OF SECTIONSGSB 0.2WMM 0.25 EMBANKMENT SLOPEBM 0.075DBM 0.075BC 0.05

1.15 m

CUTTING QUANTITY CALCULATIONS

CHAINAGE GROUND LVL FRL CREST WIDTH LENGTH

0 1.15 -1.15 -1.15 0250 1.15 -1.15 -1.15 250500 1.15 -1.15 -1.15 250750 1.15 -1.15 -1.15 250

1000 1.15 -1.15 -1.15 2501250 1.15 -1.15 -1.15 2501500 1.15 -1.15 -1.15 2501750 1.15 -1.15 -1.15 2502000 1.15 -1.15 -1.15 2502250 1.15 -1.15 -1.15 2502500 1.15 -1.15 -1.15 2502750 1.15 -1.15 -1.15 2503000 1.15 -1.15 -1.15 2503250 1.15 -1.15 -1.15 2503500 1.15 -1.15 -1.15 2503750 1.15 -1.15 -1.15 2504000 1.15 -1.15 -1.15 2504250 1.15 -1.15 -1.15 2504500 1.15 -1.15 -1.15 2504750 1.15 -1.15 -1.15 2505000 1.15 -1.15 -1.15 2505250 1.15 -1.15 -1.15 2505500 1.15 -1.15 -1.15 2505750 1.15 -1.15 -1.15 2506000 1.15 -1.15 -1.15 2506250 1.15 -1.15 -1.15 2506500 1.15 -1.15 -1.15 2506750 1.15 -1.15 -1.15 2507000 1.15 -1.15 -1.15 2507250 1.15 -1.15 -1.15 2507500 1.15 -1.15 -1.15 2507750 1.15 -1.15 -1.15 2508000 1.15 -1.15 -1.15 2508250 1.15 -1.15 -1.15 2508500 1.15 -1.15 -1.15 2508750 1.15 -1.15 -1.15 2509000 1.15 -1.15 -1.15 2509250 1.15 -1.15 -1.15 2509500 1.15 -1.15 -1.15 250

DIFF IN DEPTH

CUTTING DEPTH

9750 1.15 -1.15 -1.15 25010000 1.15 -1.15 -1.15 25010250 1.15 -1.15 -1.15 25010500 1.15 -1.15 -1.15 25010750 1.15 -1.15 -1.15 25011000 1.15 -1.15 -1.15 25011250 1.15 -1.15 -1.15 25011500 1.15 -1.15 -1.15 25011750 1.15 -1.15 -1.15 25012000 1.15 -1.15 -1.15 25012250 1.15 -1.15 -1.15 25012500 1.15 -1.15 -1.15 25012750 1.15 -1.15 -1.15 25013000 1.15 -1.15 -1.15 25013250 1.15 -1.15 -1.15 25013500 1.15 -1.15 -1.15 25013750 1.15 -1.15 -1.15 25014000 1.15 -1.15 -1.15 25014250 1.15 -1.15 -1.15 25014500 1.15 -1.15 -1.15 25014750 1.15 -1.15 -1.15 25015000 1.15 -1.15 -1.15 25015250 1.15 -1.15 -1.15 25015500 1.15 -1.15 -1.15 25015750 1.15 -1.15 -1.15 25016000 1.15 -1.15 -1.15 25016250 1.15 -1.15 -1.15 25016500 1.15 -1.15 -1.15 25016750 1.15 -1.15 -1.15 25017000 1.15 -1.15 -1.15 25017250 1.15 -1.15 -1.15 25017500 1.15 -1.15 -1.15 25017750 1.15 -1.15 -1.15 25018000 1.15 -1.15 -1.15 25018250 1.15 -1.15 -1.15 25018500 1.15 -1.15 -1.15 25018750 1.15 -1.15 -1.15 25019000 1.15 -1.15 -1.15 25019250 1.15 -1.15 -1.15 25019500 1.15 -1.15 -1.15 25019750 1.15 -1.15 -1.15 25020000 1.15 -1.15 -1.15 25020250 1.15 -1.15 -1.15 25020500 1.15 -1.15 -1.15 25020750 1.15 -1.15 -1.15 25021000 1.15 -1.15 -1.15 25021250 1.15 -1.15 -1.15 25021500 1.15 -1.15 -1.15 25021750 1.15 -1.15 -1.15 25022000 1.15 -1.15 -1.15 25022250 1.15 -1.15 -1.15 25022500 1.15 -1.15 -1.15 25022750 1.15 -1.15 -1.15 25023000 1.15 -1.15 -1.15 250

23250 1.15 -1.15 -1.15 25023500 1.15 -1.15 -1.15 25023750 1.15 -1.15 -1.15 25024000 1.15 -1.15 -1.15 25024250 1.15 -1.15 -1.15 25024500 1.15 -1.15 -1.15 25024750 1.15 -1.15 -1.15 25025000 1.15 -1.15 -1.15 25025250 1.15 -1.15 -1.15 25025500 1.15 -1.15 -1.15 25025750 1.15 -1.15 -1.15 25026000 1.15 -1.15 -1.15 25026250 1.15 -1.15 -1.15 25026500 1.15 -1.15 -1.15 25026750 1.15 -1.15 -1.15 25027000 1.15 -1.15 -1.15 25027250 1.15 -1.15 -1.15 25027500 1.15 -1.15 -1.15 25027750 1.15 -1.15 -1.15 25028000 1.15 -1.15 -1.15 25028250 1.15 -1.15 -1.15 25028500 1.15 -1.15 -1.15 25028750 1.15 -1.15 -1.15 25029000 1.15 -1.15 -1.15 25029250 1.15 -1.15 -1.15 25029500 1.15 -1.15 -1.15 25029750 1.15 -1.15 -1.15 25030000 1.15 -1.15 -1.15 25030250 1.15 -1.15 -1.15 25030500 1.15 -1.15 -1.15 25030750 1.15 -1.15 -1.15 25031000 1.15 -1.15 -1.15 25031250 1.15 -1.15 -1.15 25031500 1.15 -1.15 -1.15 25031750 1.15 -1.15 -1.15 25032000 1.15 -1.15 -1.15 25032250 1.15 -1.15 -1.15 25032500 1.15 -1.15 -1.15 25032750 1.15 -1.15 -1.15 25033000 1.15 -1.15 -1.15 25033250 1.15 -1.15 -1.15 25033500 1.15 -1.15 -1.15 25033750 1.15 -1.15 -1.15 25034000 1.15 -1.15 -1.15 25034250 1.15 -1.15 -1.15 25034500 1.15 -1.15 -1.15 25034750 1.15 -1.15 -1.15 25035000 1.15 -1.15 -1.15 25035250 1.15 -1.15 -1.15 25035500 1.15 -1.15 -1.15 25035750 1.15 -1.15 -1.15 25036000 1.15 -1.15 -1.15 25036250 1.15 -1.15 -1.15 25036500 1.15 -1.15 -1.15 250

36750 1.15 -1.15 -1.15 25037000 1.15 -1.15 -1.15 25037250 1.15 -1.15 -1.15 25037500 1.15 -1.15 -1.15 25037750 1.15 -1.15 -1.15 25038000 1.15 -1.15 -1.15 25038250 1.15 -1.15 -1.15 25038500 1.15 -1.15 -1.15 25038750 1.15 -1.15 -1.15 25039000 1.15 -1.15 -1.15 25039250 1.15 -1.15 -1.15 25039500 1.15 -1.15 -1.15 25039750 1.15 -1.15 -1.15 25040000 1.15 -1.15 -1.15 25040250 1.15 -1.15 -1.15 25040500 1.15 -1.15 -1.15 25040750 1.15 -1.15 -1.15 25041000 1.15 -1.15 -1.15 25041250 1.15 -1.15 -1.15 25041500 1.15 -1.15 -1.15 25041750 1.15 -1.15 -1.15 25042000 1.15 -1.15 -1.15 25042250 1.15 -1.15 -1.15 25042500 1.15 -1.15 -1.15 25042750 1.15 -1.15 -1.15 25043000 1.15 -1.15 -1.15 25043250 1.15 -1.15 -1.15 25043500 1.15 -1.15 -1.15 25043750 1.15 -1.15 -1.15 25044000 1.15 -1.15 -1.15 25044250 1.15 -1.15 -1.15 25044500 1.15 -1.15 -1.15 25044750 1.15 -1.15 -1.15 25045000 1.15 -1.15 -1.15 25045250 1.15 -1.15 -1.15 25045500 1.15 -1.15 -1.15 25045750 1.15 -1.15 -1.15 25046000 1.15 -1.15 -1.15 25046250 1.15 -1.15 -1.15 25046500 1.15 -1.15 -1.15 25046750 1.15 -1.15 -1.15 25047000 1.15 -1.15 -1.15 25047250 1.15 -1.15 -1.15 25047500 1.15 -1.15 -1.15 25047750 1.15 -1.15 -1.15 25048000 1.15 -1.15 -1.15 25048250 1.15 -1.15 -1.15 25048500 1.15 -1.15 -1.15 25048750 1.15 -1.15 -1.15 25049000 1.15 -1.15 -1.15 25049250 1.15 -1.15 -1.15 25049500 1.15 -1.15 -1.15 25049750 1.15 -1.15 -1.15 25050000 1.15 -1.15 -1.15 250

50250 1.15 -1.15 -1.15 25050500 1.15 -1.15 -1.15 25050750 1.15 -1.15 -1.15 25051000 1.15 -1.15 -1.15 25051250 1.15 -1.15 -1.15 25051500 1.15 -1.15 -1.15 25051750 1.15 -1.15 -1.15 25052000 1.15 -1.15 -1.15 25052250 1.15 -1.15 -1.15 25052500 1.15 -1.15 -1.15 25052750 1.15 -1.15 -1.15 25053000 1.15 -1.15 -1.15 25053250 1.15 -1.15 -1.15 25053500 1.15 -1.15 -1.15 25053750 1.15 -1.15 -1.15 25054000 1.15 -1.15 -1.15 25054250 1.15 -1.15 -1.15 25054500 1.15 -1.15 -1.15 25054750 1.15 -1.15 -1.15 25055000 1.15 -1.15 -1.15 25055250 1.15 -1.15 -1.15 25055500 1.15 -1.15 -1.15 25055750 1.15 -1.15 -1.15 25056000 1.15 -1.15 -1.15 25056250 1.15 -1.15 -1.15 25056500 1.15 -1.15 -1.15 25056750 1.15 -1.15 -1.15 25057000 1.15 -1.15 -1.15 25057250 1.15 -1.15 -1.15 25057500 1.15 -1.15 -1.15 25057750 1.15 -1.15 -1.15 25058000 1.15 -1.15 -1.15 25058250 1.15 -1.15 -1.15 25058500 1.15 -1.15 -1.15 25058750 1.15 -1.15 -1.15 25059000 1.15 -1.15 -1.15 25059250 1.15 -1.15 -1.15 25059500 1.15 -1.15 -1.15 25059750 1.15 -1.15 -1.15 25060000 1.15 -1.15 -1.15 25060250 1.15 -1.15 -1.15 25060500 1.15 -1.15 -1.15 25060750 1.15 -1.15 -1.15 25061000 1.15 -1.15 -1.15 25061250 1.15 -1.15 -1.15 25061500 1.15 -1.15 -1.15 25061750 1.15 -1.15 -1.15 25062000 1.15 -1.15 -1.15 25062250 1.15 -1.15 -1.15 25062500 1.15 -1.15 -1.15 25062750 1.15 -1.15 -1.15 25063000 1.15 -1.15 -1.15 25063250 1.15 -1.15 -1.15 25063500 1.15 -1.15 -1.15 250

63750 1.15 -1.15 -1.15 25064000 1.15 -1.15 -1.15 25064250 1.15 -1.15 -1.15 25064500 1.15 -1.15 -1.15 25064750 1.15 -1.15 -1.15 25065000 1.15 -1.15 -1.15 25065250 1.15 -1.15 -1.15 25065500 1.15 -1.15 -1.15 25065750 1.15 -1.15 -1.15 25066000 1.15 -1.15 -1.15 25066250 1.15 -1.15 -1.15 25066500 1.15 -1.15 -1.15 25066750 1.15 -1.15 -1.15 25067000 1.15 -1.15 -1.15 25067250 1.15 -1.15 -1.15 25067500 1.15 -1.15 -1.15 25067750 1.15 -1.15 -1.15 25068000 1.15 -1.15 -1.15 25068250 1.15 -1.15 -1.15 25068500 1.15 -1.15 -1.15 25068750 1.15 -1.15 -1.15 25069000 1.15 -1.15 -1.15 25069250 1.15 -1.15 -1.15 25069500 1.15 -1.15 -1.15 25069750 1.15 -1.15 -1.15 25070000 1.15 -1.15 -1.15 25070250 1.15 -1.15 -1.15 25070500 1.15 -1.15 -1.15 25070750 1.15 -1.15 -1.15 25071000 1.15 -1.15 -1.15 25071250 1.15 -1.15 -1.15 25071500 1.15 -1.15 -1.15 25071750 1.15 -1.15 -1.15 25072000 1.15 -1.15 -1.15 25072250 1.15 -1.15 -1.15 25072500 1.15 -1.15 -1.15 25072750 1.15 -1.15 -1.15 25073000 1.15 -1.15 -1.15 25073250 1.15 -1.15 -1.15 25073500 1.15 -1.15 -1.15 25073750 1.15 -1.15 -1.15 25074000 1.15 -1.15 -1.15 25074250 1.15 -1.15 -1.15 25074500 1.15 -1.15 -1.15 25074750 1.15 -1.15 -1.15 25075000 1.15 -1.15 -1.15 25075250 1.15 -1.15 -1.15 25075500 1.15 -1.15 -1.15 25075750 1.15 -1.15 -1.15 25076000 1.15 -1.15 -1.15 25076250 1.15 -1.15 -1.15 25076500 1.15 -1.15 -1.15 25076750 1.15 -1.15 -1.15 25077000 1.15 -1.15 -1.15 250

77250 1.15 -1.15 -1.15 25077500 1.15 -1.15 -1.15 25077750 1.15 -1.15 -1.15 25078000 1.15 -1.15 -1.15 25078250 1.15 -1.15 -1.15 25078500 1.15 -1.15 -1.15 25078750 1.15 -1.15 -1.15 25079000 1.15 -1.15 -1.15 25079250 1.15 -1.15 -1.15 25079500 1.15 -1.15 -1.15 25079750 1.15 -1.15 -1.15 25080000 1.15 -1.15 -1.15 25080250 1.15 -1.15 -1.15 25080500 1.15 -1.15 -1.15 25080750 1.15 -1.15 -1.15 25081000 1.15 -1.15 -1.15 25081250 1.15 -1.15 -1.15 25081500 1.15 -1.15 -1.15 25081750 1.15 -1.15 -1.15 25082000 1.15 -1.15 -1.15 25082250 1.15 -1.15 -1.15 25082500 1.15 -1.15 -1.15 25082750 1.15 -1.15 -1.15 25083000 1.15 -1.15 -1.15 25083250 1.15 -1.15 -1.15 25083500 1.15 -1.15 -1.15 25083750 1.15 -1.15 -1.15 25084000 1.15 -1.15 -1.15 25084250 1.15 -1.15 -1.15 25084500 1.15 -1.15 -1.15 25084750 1.15 -1.15 -1.15 25085000 1.15 -1.15 -1.15 25085250 1.15 -1.15 -1.15 25085500 1.15 -1.15 -1.15 25085750 1.15 -1.15 -1.15 25086000 1.15 -1.15 -1.15 25086250 1.15 -1.15 -1.15 25086500 1.15 -1.15 -1.15 25086750 1.15 -1.15 -1.15 25087000 1.15 -1.15 -1.15 25087250 1.15 -1.15 -1.15 25087500 1.15 -1.15 -1.15 25087750 1.15 -1.15 -1.15 25088000 1.15 -1.15 -1.15 25088250 1.15 -1.15 -1.15 25088500 1.15 -1.15 -1.15 25088750 1.15 -1.15 -1.15 25089000 1.15 -1.15 -1.15 25089250 1.15 -1.15 -1.15 25089500 1.15 -1.15 -1.15 25089750 1.15 -1.15 -1.15 25090000 1.15 -1.15 -1.15 25090250 1.15 -1.15 -1.15 25090500 1.15 -1.15 -1.15 250

90750 1.15 -1.15 -1.15 25091000 1.15 -1.15 -1.15 25091250 1.15 -1.15 -1.15 25091500 1.15 -1.15 -1.15 25091750 1.15 -1.15 -1.15 25092000 1.15 -1.15 -1.15 25092250 1.15 -1.15 -1.15 25092500 1.15 -1.15 -1.15 25092750 1.15 -1.15 -1.15 25093000 1.15 -1.15 -1.15 25093250 1.15 -1.15 -1.15 25093500 1.15 -1.15 -1.15 25093750 1.15 -1.15 -1.15 25094000 1.15 -1.15 -1.15 25094250 1.15 -1.15 -1.15 25094500 1.15 -1.15 -1.15 25094750 1.15 -1.15 -1.15 25095000 1.15 -1.15 -1.15 25095250 1.15 -1.15 -1.15 25095500 1.15 -1.15 -1.15 25095750 1.15 -1.15 -1.15 25096000 1.15 -1.15 -1.15 25096250 1.15 -1.15 -1.15 25096500 1.15 -1.15 -1.15 25096750 1.15 -1.15 -1.15 25097000 1.15 -1.15 -1.15 25097250 1.15 -1.15 -1.15 25097500 1.15 -1.15 -1.15 25097750 1.15 -1.15 -1.15 25098000 1.15 -1.15 -1.15 25098250 1.15 -1.15 -1.15 25098500 1.15 -1.15 -1.15 25098750 1.15 -1.15 -1.15 25099000 1.15 -1.15 -1.15 25099250 1.15 -1.15 -1.15 25099500 1.15 -1.15 -1.15 25099750 1.15 -1.15 -1.15 250100000 1.15 -1.15 -1.15 250100250 1.15 -1.15 -1.15 250100500 1.15 -1.15 -1.15 250100750 1.15 -1.15 -1.15 250101000 1.15 -1.15 -1.15 250101250 1.15 -1.15 -1.15 250101500 1.15 -1.15 -1.15 250101750 1.15 -1.15 -1.15 250102000 1.15 -1.15 -1.15 250102250 1.15 -1.15 -1.15 250102500 1.15 -1.15 -1.15 250102750 1.15 -1.15 -1.15 250103000 1.15 -1.15 -1.15 250103250 1.15 -1.15 -1.15 250103500 1.15 -1.15 -1.15 250103750 1.15 -1.15 -1.15 250104000 1.15 -1.15 -1.15 250

104250 1.15 -1.15 -1.15 250104500 1.15 -1.15 -1.15 250104750 1.15 -1.15 -1.15 250105000 1.15 -1.15 -1.15 250105250 1.15 -1.15 -1.15 250105500 1.15 -1.15 -1.15 250105750 1.15 -1.15 -1.15 250106000 1.15 -1.15 -1.15 250106250 1.15 -1.15 -1.15 250106500 1.15 -1.15 -1.15 250106750 1.15 -1.15 -1.15 250107000 1.15 -1.15 -1.15 250107250 1.15 -1.15 -1.15 250107500 1.15 -1.15 -1.15 250107750 1.15 -1.15 -1.15 250108000 1.15 -1.15 -1.15 250108250 1.15 -1.15 -1.15 250108500 1.15 -1.15 -1.15 250108750 1.15 -1.15 -1.15 250109000 1.15 -1.15 -1.15 250109250 1.15 -1.15 -1.15 250109500 1.15 -1.15 -1.15 250109750 1.15 -1.15 -1.15 250110000 1.15 -1.15 -1.15 250110250 1.15 -1.15 -1.15 250110500 1.15 -1.15 -1.15 250110750 1.15 -1.15 -1.15 250111000 1.15 -1.15 -1.15 250111250 1.15 -1.15 -1.15 250111500 1.15 -1.15 -1.15 250111750 1.15 -1.15 -1.15 250112000 1.15 -1.15 -1.15 250112250 1.15 -1.15 -1.15 250112500 1.15 -1.15 -1.15 250112750 1.15 -1.15 -1.15 250113000 1.15 -1.15 -1.15 250113250 1.15 -1.15 -1.15 250113500 1.15 -1.15 -1.15 250113750 1.15 -1.15 -1.15 250114000 1.15 -1.15 -1.15 250114250 1.15 -1.15 -1.15 250114500 1.15 -1.15 -1.15 250114750 1.15 -1.15 -1.15 250115000 1.15 -1.15 -1.15 250115250 1.15 -1.15 -1.15 250115500 1.15 -1.15 -1.15 250115750 1.15 -1.15 -1.15 250116000 1.15 -1.15 -1.15 250116250 1.15 -1.15 -1.15 250116500 1.15 -1.15 -1.15 250116750 1.15 -1.15 -1.15 250117000 1.15 -1.15 -1.15 250117250 1.15 -1.15 -1.15 250117500 1.15 -1.15 -1.15 250

117750 1.15 -1.15 -1.15 250118000 1.15 -1.15 -1.15 250118250 1.15 -1.15 -1.15 250118500 1.15 -1.15 -1.15 250118750 1.15 -1.15 -1.15 250119000 1.15 -1.15 -1.15 250119250 1.15 -1.15 -1.15 250119500 1.15 -1.15 -1.15 250119750 1.15 -1.15 -1.15 250120000 1.15 -1.15 -1.15 250120250 1.15 -1.15 -1.15 250120500 1.15 -1.15 -1.15 250120750 1.15 -1.15 -1.15 250121000 1.15 -1.15 -1.15 250121250 1.15 -1.15 -1.15 250121500 1.15 -1.15 -1.15 250121750 1.15 -1.15 -1.15 250122000 1.15 -1.15 -1.15 250122250 1.15 -1.15 -1.15 250122500 1.15 -1.15 -1.15 250122750 1.15 -1.15 -1.15 250123000 1.15 -1.15 -1.15 250123250 1.15 -1.15 -1.15 250123500 1.15 -1.15 -1.15 250123750 1.15 -1.15 -1.15 250124000 1.15 -1.15 -1.15 250124250 1.15 -1.15 -1.15 250124500 1.15 -1.15 -1.15 250124750 1.15 -1.15 -1.15 250125000 1.15 -1.15 -1.15 250


250 m SPACING OF CHUTE DRAINS

2 m PITCHING WIDTH

FILTER MEDIA WIDTH

CUTTING QUANTITY CALCULATIONS FILLING QUANTITY CALCULATIONS HIGH EMBANKEMTNT AREA

QUANITTY WIDTH DEPTH LENGTH QUANTITY DEPTH

0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 0

AVERAGE CUTTING

QUANTITY

AVERAGE FILLING QUANTIT

Y

0 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 0

0 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 0

0 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 0

0 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 0

0 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 0

0 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 0

0 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 0

0 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 0

0 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 0

CUTTING FILLING0 0

CUM CUM

NUMBER OF CHUTE DRAINS

LENGTH OF CHUTE DRAINS

NUMBER OF DISSIPATION CHAMBER

STONE PITCHING AROUND CHUTE DRAIN

FILTER MEDIA BELOW PITCHING


SPACING OF CHUTE DRAINS 25 m

PITCHING WIDTH 1 m DEPTH 0.3

FILTER MEDIA WIDTH 1 DEPTH 0.1

HIGH EMBANKEMTNT AREA TURFING AREA

WIDTH LENGTH QUANTITY DEPTH WIDTH LENGTH

0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0

HYPO TENOUS

AVERAGE HIGH EMB. AREA

HYPO TENOUS

0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0

WIDTH TOT. LENGTH AREA0 0 0

SQM Rm SQM

NUMBER OF CHUTE DRAINS 0 Nos.

LENGTH OF CHUTE DRAINS 0 Rm

NUMBER OF DISSIPATION CHAMBER 0 Nos.

STONE PITCHING AROUND CHUTE DRAIN 0 Cum

FILTER MEDIA BELOW PITCHING 0 Cum


TURFING AREA

QUANITY

00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 0

AVERAGE TURFING

AREA

0 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 0

0 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 0

0 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 0

0 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 0

0 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 0

0 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 0

0 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 0

0 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 0

0 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 0

AREA0

SQM

MISCELLENEOUS ITEMS AND OTHER CIVIL WORKS

1) CLEARING AND GRUBBING 0.00 Hectares

2) DISMANTLING OF BITUMINOUS COURSESLENGTH OF RECONSTRUCTION STRETCH mWIDTH OF THE EXISTING PAVEMENT mDEPTH OF THE BITUMINOUS LAYER m

QUANTITY OF BITUMINOUS LAYER 0 cum

3) DISMANTLING OF NON BITUMINOUS LAYERLENGTH OF RECONSTRUCTION STRETCH 0 mWIDTH OF THE EXISTING PAVEMENT 0 mDEPTH OF NON BITUMINOUS LAYER m

QUANTITY OF NON BITUMINOUS LAYER 0 cum

4) STRIPPING OF TOP SOILLENGTH OF WIDENING OR OVERLAY mWIDTH OF WIDENING mLENGTH OF NEW ROAD mWIDTH OF NEW ROAD mDEPTH OF STRIPPING 0.15 m

STRIPPING QUANTITY 0 cum

5) EARTH WORK EXCAVATIONTOTAL CUTTING QUANTITY 0 cumCUTTING IN ALL TYPES OF SOILS 0 cum *CUTTING IN SOFT ROCK 0 cum *CUTTING IN HARD ROCK 0 cum *

6) EMBANKMENT FORMATIONTOTAL FILLING QUANTITY 0 cumFILLING QUANTITY BY BORROW AREA 0 cum *FILLING QUANTITY USING ROADWAY EARTH -132 cum *

7) MEDIAN FILLINGTOTAL MEDIAN FILLING QUANTITY 330 cumMEDIAN FILL USING BORROW AREA 198 cumMEDIAN FILL USING EXCAVATED EARTH 132 cum

8) FLYASH EMBANKMENT

EMBANKMENT USING FLYASH 0 cum

9) CURVESRmRmRm

MEDIAN CROSS DRAIN 0 RmLONGITUDINAL MEDIAN DRAIN 0 RmNO OF CATCHPITS 0 Nos.

LENGTH OF THE CURVE (< 1000 m RADIUS)LENGTH OF CURVE ( FRL1 < FRL2 )LENGTH OF CURVE ( FRL1 > FRL2 )

LENGTH OF UNLINED DRAIN RmLENGTH OF LINED / PCC DRAIN RmLENGTH OF LINED / RCC DRAIN RmRAIN WATER HARVESTING SUMP / CHAMBER 0 Nos.

10) NP4 PIPES FOR ROAD CROSSINGSNUMBER OF MAJOR JUNCTIONS Nos.NUMBER OF MINOR JUNCTIONS Nos.LENGTH OF MAJOR PIPE RmLENGTH OF MINOR PIPE Rm

TOTAL LENGTH OF MAJOR PIPE 0 RmTOTAL LENGTH OF MINOR PIPE 0 Rm

EXCAVATION FOR MAJOR PIPE 0 cumEXCAVATION FOR MINOR PIPE 0 cum

COMPACTED EARTH FILL BELOW PIPES 0 cum

PCC BEDDING BELOW PIPES 0 cum

11)

RCC BOUNDARY STONES 0 Nos.

0 Nos.

KM STONES 0 Nos.

HECTAMETER STONES 0 Nos.

12) NUMBER OF BUS SHELTERS 0 Nos.

13) LANE MARKINGSEDGE LINE MARKINGS 0 sqmCENTRE LINE MARKING 0 sqmSTOP LINE MARKINGS 0 sqm

14) PAINTING OF THE KERBSLENGTH OF THE CHANNEL KERBS 522 mLENGTH OF THE NON CHANNEL KERBS 880 mWIDTH OF THE CHANNEL KERB 0.45 mWIDTH OF NON CHANNEL KERB 0.45 m

KM, 5th KM STONES ETC.,

5th KM STONES

PAINTING AREA IN KERBS 631 sqm

15) MARKING ON STRUCTURESNUMBER OF STRUCTURES FOR MARKINGS Nos.

STRUCTURE MARKINGS 0 Nos.

16) SIGN BOARDS

CAUTIONARY SIGNS (TRIANGLE 900 MM SIZE) 0 Nos.MANDATORY SIGNSOCTAGON FOR STOP 0 Nos.TRIANGULAR 900 MM 0 Nos.CIRCULAR 600 MM DIA 0 Nos.ROOT MARKER SIGN BOARDS 0 Nos.ADVANCE SIGN FOR BB, TB, TP…… 0 Nos.DESTINATION SIGNS 0 Nos.ADVANCE DIRECTION SIGNS Nos.RE ASSURANCE SIGNS Nos.FACILITY SIGNS Nos.

17) ARROW MARKINGS

NUMBER OF JUNCTIONS 1 Nos.NUMBER OF JUNCTIONS 2 Nos.NUMBER OF MEDIAN OPENS Nos.NUMBER OF STRUCTURES Nos.

ARROW 1 0 Nos.ARROW 2 0 Nos.ARROW 3 0 Nos.ARROW 4 0 Nos.ARROW 5 0 Nos.ARROW 6 Nos.ARROW 7 Nos.

18) W - BEAM METAL CRASH BARRIER

LENGTH OF METAL CRASH BARRIER 0 Lm

MISCELLENEOUS ITEMS AND OTHER CIVIL WORKS

NOTE: * - INDICATES FOR PLAIN AND ROLLING TERRIAN ONLYSOIL % 0.93 60 % SOIL 0 cumSOFT % 0.05HARD % 0.02

NOTE : * - INDICATES ONLY FOR GOOD EXCAVATED EARTHBORROW % 0.4EXCAVATION % 0.6

BORROW % 0.6EXCAVATION % 0.4

AVAILABILITY YES

WIDTH OF MEDIAN 4.5 mSPACING OF CATCHPIT 200 m

RAIN WATER HARVESTINGSPACING @ RURAL 500 mSPACING @ URBAN 200 m

H45

TYPE YES / NO FOR USING FLYASH IN EMBANKMENT

DIAMETER OF PIPEMAJOR PIPE 1.2 m SIDES 0.3 mMINOR PIPE 1.2 m DEPTH 1.8 mDEPTH OF EARTH FILL 0.3 mPCC DEPTH 0.1 m

TOTAL LENGTH OF PROJECT mSPACING OF BOUNDARY 100 m

4 LANE LENGTH m2 LANE LENGTH mSERVICE ROAD LENGTH mEDGE LINE WIDTH 0.15 m 0.15CENTRE LINE WIDTH 0.1 m 6JUNCTION NUMBERS Nos. 0.1WIDTH OF JUNCTIONS m

3 3

STOP0.2

NUMBER OF JUNCTIONS 1 Nos.NUMBER OF JUNCTIONS 2 Nos.NUMBER OF MEDIAN OPENS Nos.NUMBER OF STRUCTURES Nos.NUMBER OF BUS BAYS Nos.NUMBER TRUCK BAYS Nos.NUMBER OF TOLL PLAZA Nos.NUMBER OF VILLAGES Nos.

1 2 3

7

4 5 6

NUMBER OF STRUCTURES Nos.LENGTH OF BARRIER IN APP 100 mLENGTH OF HIGH EMBANKMENT 0 m

* - INDICATES FOR PLAIN AND ROLLING TERRIAN ONLY

* - INDICATES ONLY FOR GOOD EXCAVATED EARTH

ABSTRACT FOR QUANTITY CALCULATIONS

S.NO DESCRIPTION UNIT NEW 4 LANE NEW 2 LANE BUS BAY TOLL PLAZA TOTAL

1 SUB GRADE cum 0 0 0 0 0 0 0 0 0 0 0

2 GRANULAR SUB BASE cum 0 0 0 0 0 0 0 0 0 0 0

3 WET MIX MACADAM cum 0 0 0 0 371 0 0 0 0 371

4 BITUMINOUS MACADAM cum 0 0 0 0 457 0 0 0 0 457

5 DENSE BITUMINOUS MACADAM cum 0 0 0 0 92 0 0 0 0 92

6 BITUMINOUS CONCRETE cum 0 0 0 0 46 0 0 0 0 46

7 PRIME COAT OVER WMM sqm 0 0 0 0 1,854 0 0 0 0 1854

8 TACK COAT OVER PRIMER sqm 0 0 0 0 1,854 0 0 0 0 1854

9 TACK COAT 1 OVER BM sqm 0 0 0 0 1,827 0 0 0 0 1827

10 TACK COAT 2 OVER DBM sqm 0 0 0 0 1,827 0 0 0 0 1827

11 PCC BY BM cum 0 0 0 0 0 0

12 PCC TACK COAT sqm 0 0 0 0 0 0

13 OVERLAY BY DBM cum 0 0 0 0 0 0

14 OVERLAY BY BC cum 0 0 0 0 0 0

15 TACK COAT OVER BM PCC sqm 0 0 0 0 0 0

16 TACK COAT OVER DBM sqm 0 0 0 0 0 0

17 EARTHERN SHOULDERS cum 0 0 0 0 794 794

18 CHANNEL KERB LENGTH Rm 0 0 0 0 522 0 522

19 KERB WITHOUT CHANNEL Rm 0 0 0 880 880

20 MEDIAN FILL cum 0 0 0 0 0 0 0 0 330 330

21 CC TILES AREA sqm 0 0 0 660 660

22 DRY LEAN CONCRETE (DLC) cum 0 0

23 PAVEMENT QUALITY CONCRET cum 0 0

ECCENTRIC WIDENING

CONCENTRIC WIDENING

SERVICE ROADS

COLLECTOR ROADS

BRANCH ROADS

MEDIAN OPENINGS

TRUCK LAYBYE

Documents

q Road Deluxe