13th rabill in strecture

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RUNNING ACCOUNT BILL NO:13th STRUCTURE: Item No.24.00 Earth work S.No Chainage Side Length Breadth Depth From To 1 19+100 19+165 R/S 65 1.9 1.45 2 22+920 22+940 L/S 20 1.9 1.45 3 22+180 22+240 R/S 60 1.9 0.95 4 22+850 22+920 L/S 70 1.4 0.9 5 23+100(A1+A2) R/S 2*5.8 3.1 (5.3+1.8)/ TOTAL Item No.25.00 SAND FILLI S.No Chainage Side Length Breadth Depth From To 1 19+100 19+165 R/S 65 1.9 0.15 2 22+920 22+940 L/S 20 1.9 0.15 22+180 22+240 R/S 60 1.9 0.15 3 22+850 22+920 L/S 70 1.4 0.15 4 23+100(A1+A2) R/S 2*5.8 3.1 0.15 TOTAL Item No. 26.00 P.C.C(1:3 S.No Chainage Side Length Breadth Depth From To 1 19+100 19+165 R/S 65 1.9 0.15 2 22+920 22+940 L/S 20 1.9 0.15 3 22+180 22+240 R/S 60 1.9 0.15 4 22+850 22+920 L/S 70 1.4 0.15 5 23+100(A1+A2) R/S 2*5.8 3.1 0.15 TOTAL S.No Chainage Side Length Breadth Depth From To 1 19+100 19+165 R/S 65 1.7 0.25 2 22+920 22+940 L/S 20 1.7 0.25 3 22+180 22+240 R/S 60 1.7 0.25 4 19+100 19+165 R/S 65 (1.5+1.233)/2 0.8 5 22+920 22+940 L/S 20 (1.5+1.233)/2 0.8 LEVEL(M-15)

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Page 1: 13th Rabill in Strecture

RUNNING ACCOUNT BILL NO:13th

STRUCTURE:Item No.24.00 Earth work

S.No Chainage Side Length Breadth Depth QtyFrom To

1 19+100 19+165 R/S 65 1.9 1.45 179.082 22+920 22+940 L/S 20 1.9 1.45 55.103 22+180 22+240 R/S 60 1.9 0.95 108.304 22+850 22+920 L/S 70 1.4 0.9 88.205 23+100(A1+A2) R/S 2*5.8 3.1 (5.3+1.8)/2 127.66

TOTAL 558.33

Item No.25.00 SAND FILLING

S.No Chainage Side Length Breadth Depth QtyFrom To

1 19+100 19+165 R/S 65 1.9 0.15 18.53

2 22+920 22+940 L/S 20 1.9 0.15 5.7022+180 22+240 R/S 60 1.9 0.15 17.10

3 22+850 22+920 L/S 70 1.4 0.15 14.704 23+100(A1+A2) R/S 2*5.8 3.1 0.15 5.39

TOTAL 61.42

Item No. 26.00 P.C.C(1:3:6)

S.No Chainage Side Length Breadth Depth QtyFrom To

1 19+100 19+165 R/S 65 1.9 0.15 18.532 22+920 22+940 L/S 20 1.9 0.15 5.703 22+180 22+240 R/S 60 1.9 0.15 17.104 22+850 22+920 L/S 70 1.4 0.15 14.705 23+100(A1+A2) R/S 2*5.8 3.1 0.15 5.39

TOTAL 61.42

S.No Chainage Side Length Breadth Depth QtyFrom To

1 19+100 19+165 R/S 65 1.7 0.25 27.632 22+920 22+940 L/S 20 1.7 0.25 8.503 22+180 22+240 R/S 60 1.7 0.25 25.50

4 19+100 19+165 R/S 65 (1.5+1.233)/2 0.8 70.725 22+920 22+940 L/S 20 (1.5+1.233)/2 0.8 21.76

Item No.28.1 BELOW GROUND LEVEL(M-15)

Page 2: 13th Rabill in Strecture

6 22+180 22+240 R/S 60 (1.5+1.233)/2 0.8 67.207 22+850 22+920 L/S 70 (1.2+.92)/2 0.8 59.36

8 23+100(A1+A2) R/S 2*5.8 2.90 0.4 13.459 23+100(A1+A2) R/S 2*5.8 2.50 0.4 11.60

10 23+100(A1+A2) R/S 2*5.8 (2.5+2.1/)2 0.4 10.6711 23+100(A1+A2) R/S 2*6.0 (2.1+1.77)/2 0.8 18.58

TOTAL 334.96

Item No.28.2 ABOVE GROUND LEVEL(M-15)

S.No Chainage Side Length Breadth Depth QtyFrom To

1 19+100 19+165 R/S 65 (1.233+.5)/2 2.2 123.842 22+920 22+940 L/S 20 (1.233+.5)/2 2.2 38.103 22+180 22+240 R/S 60 (1.3+.5)/2 1.7 91.804 22+850 22+920 L/S 70 (0.92+.5)2 1.2 59.645 23+100(A1+A2) R/S 2*6.0 (1.77+.5)/2 3.065 41.74

TOTAL 355.12

Item No.37.00 Retaining wall& wing WALL STEEL(HYSD BARS):

S.No Chainage Length Breadth Depth QtyFrom To

1 19+100 19+165 2941.472 22+920 22+9403 22+180 22+240 1661.674 22+850 22+920 1444.455 23+100(A1+A2) 1406.59

TOTAL 7454.18

Item No.36.00 Retaining wall WEEP HOLES:

S.No Chainage Side NO'S Length Breadth QtyFrom To

1 19+100 19+165 R/S 1 65.00 1.23 79.9519+100 19+165 R/S 1 65.00 0.8 52.0019+100 19+165 R/S 1 65.00 0.5 32.5022+920 22+940 L/S 1 20.00 1.23 24.6022+920 22+940 L/S 1 20.00 0.8 16.0022+920 22+940 L/S 1 20.00 0.5 10.0022+180 22+240 R/S 1 60.00 1.3 78.0022+180 22+240 R/S 1 60.00 0.7 42.0022+850 22+920 L/S 1 70.00 0.92 64.40

Page 3: 13th Rabill in Strecture

22+850 22+920 L/S 1 70.00 0.5 35.0023+100(A1+A2) R/S 2 5.00 1.77 17.7023+100(A1+A2) R/S 2 5.00 1.2 12.0023+100(A1+A2) R/S 2 5.00 0.8 8.0023+100(A1+A2) R/S 2 5.00 0.5 5.00

TOTAL 477.15

Page 4: 13th Rabill in Strecture

Remarks

Retaining wallRetaining wallRetaining wallRetaining wallWING WALL

Remarks

Retaining wallRetaining wallRetaining wallRetaining wallWING WALL

Remarks

Retaining wallRetaining wallRetaining wallRetaining wallWING WALL

Remarks

Retaining wallRetaining wallRetaining wall

Retaining wallRetaining wall

Page 5: 13th Rabill in Strecture

Retaining wallRetaining wall

WING WALL 1ST FOOTINGWING WALL 2ND FOOTINGWING WALL 3RD FOOTINGWING WALL Aubtment

Remarks

Retaining wallRetaining wallRetaining wallRetaining wallWING WALL Aubtment

Remarks

Retaining wallRetaining wallRetaining wallRetaining wallWING WALL Aubtment

Remarks

Retaining wallRetaining wallRetaining wallRetaining wallRetaining wallRetaining wallRetaining wallRetaining wallRetaining wall

Page 6: 13th Rabill in Strecture

Retaining wallWING WALLWING WALLWING WALLWING WALL

Page 7: 13th Rabill in Strecture

Abstracts.no tipe of work unit rate qty amount remarks

1 Earth work cum 89.9 558.33 50193.872 sand cum 252.26 61.42 15493.813 p.c.c (1:3:6) cum 4101 61.42 251883.44 Below g.l cum 4609.2 334.96 15438985 Above g.l cum 4287.2 355.12 15224706 weephole RMT 100.47 477.15 47939.267 steel M.T 65408.35 7.454 487553.8

Total 3919432

Excess 4.71% 4104038

Page 8: 13th Rabill in Strecture

Physical status

S.No Item Status up to 31st july 20151 Earth work Complete up to 23+000 KM2 Gsb coarse grade Complete up to21+000 KM3 Gsb close Complete up to 21+000 KM4 Wmm Complete up to 21+000 KM (1st layer only)5 BM Complete up to 19+000 KM6 SDBC Complete up to 19+000 KM7 H.P. Culverts 5 Nos Complete8 Widening culverts 13 Nos complete9 Re construction culverts 1 Nos Complete

10 toe wall 850 mts Complete11 Retaining eall 550 mts Complete

Assistant Engineer Dy. Executivet EngineerDharamagade (R&B) Sec-I Dharamagade (R&B)Sub Dv

Dharamagade

Name of the work: Widening & strengthening to Dharamgada-Golamunda-Sinapali road (MDR-111) from km 0/000 to 2/000 and16/000 24/000 under CRF Scheme for 2013-14.