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e - Tender Notice No. For 2016-2017 31.01 Drawing

Drawing - e Tenders · abutment section abutment raiding returns pier 28.964 7.65 8.25 5.85 9.125 0.915 0.3 10.25 0.9150.3 0.3 7.5 ... height of bank formation level ground or road

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e - Tender Notice No. For 2016-2017

31.01

Drawing

533

534

535

536

Nalla Bed Slope L - Section SCALE HOR 1:1000VER 1:100

Name of Work:Construction of Major Bridge Across Old Dhamani Bamani Nala Near Krishna River Between MSH to Ankali Old Dhamani Bamani Nilaji Krishna Ghat Dhavali Mhaisal Road MDR -44 @ KM 2/800 In Tal - Miraj , Dist - Kolhapur. ( Under Nabard - xxi )

Chn.

RLs.

HFL=538.300

RTL=544.39

0.3 0.30.9 0.9

1:20 1:209.31 9.31

1.831 1.831

1:5 1:51:6 1:6

0.94 0.94

9.31 9.31

0.9 0.9

4.167

4.167 4.167

1.782 1.782

8

6.7 6.7

10.25 10.25

7 70.3

0.3

SECTIONAL ELEVATION

8.25

7.5

8.25

8.25

4.434 4.434

8.779

FOUNDATION PLAN

Name of Work:Construction of Major Bridge Across Old Dhamani Bamani Nala NearKrishna River Between MSH to Ankali Old Dhamani Bamani Nilaji Krishna Ghat DhavaliMhaisal Road MDR -44 @ KM 2/800 In Tal - Miraj , Dist - Kolhapur. ( Under Nabard - xxi )

Back Water Lvels = 542.970

544.26

534.01533.71

532.01

544.26

534.01533.71

533.41533.41 0.35 0.1

0.9

28.11428.164

0.4

0.652 2

8 8

2.63.05

2.450.75

0.45

0.6

0.15533.41533.23

534.01

532.01 532.01

533.41 533.26

534.010.35

0.10.9

8.2

4.65.05

4.45 0.75

0.45 0.6

9.31

0.612.74 2.74

0.61

0.150

0.915

0.3

0.915

0.3

6.484

0.612.742.74

0.61

0.150

0.915

0.3

6.263

0.915

0.3

6.484

29.376

29.064

28.16427.852

3.239 2.6 2.443.079

5.0795.2394.64.44

29.376

29.064

28.16427.852

9.5388.3099.2098.779

9.99

1.681

0.9

1.681

0.9

4.167

6.66.6

1:5 1:6

0.94

9.31

0.9

1.782

0.350.1

0.9

1:5

0.94

9.31

1.782

2

0.4

0.94

9.31

0.6

0.835

3.16

1:4

0.350.1

0.9

0.3 0.9

1:20 9.31

1.831

534.01

533.66

533.56532.66

543.32

543.62 543.62

543.32 543.32

543.62 543.62

543.32

544.34

534.01

533.66

533.56532.66

543.62543.32

544.02

544.26

543.32

543.62

534.01

533.66

533.56532.66

543.32

544.26 544.26

543.32

534.01 534.01

543.62

543.32

534.01

533.66

533.56532.66

ABUTMENT SECTION

ABUTMENT RAIDING RETURNSPIER

28.964

7.65

8.25

5.85

9.125

0.915

0.3

10.25

0.9150.3

0.3

7.5

Box Retuns

Chn.

RLs.

HFL=538.855

DEFINE CROSS SECTION @ D/S 55.00 METER

Name of Work:Construction of Major Bridge Across Old Dhamani Bamani Nala Near Krishna River Between MSH to Ankali Old Dhamani Bamani Nilaji Krishna Ghat Dhavali Mhaisal Road MDR -44 @ KM 2/800 In Tal - Miraj , Dist - Kolhapur. ( Under Nabard - xxi )

Compartment No. I Compartment No. II Compartment No. III

DEPTH OF CUTTING

HEIGHT OF BANK

FORMATION LEVEL

GROUND OR ROADSURFACE LEVELS

VERTICAL ALIGNMENT

CHAINAGE

DATUM LINE RL. 538

539

540

541

542

543

544

545

546

547

548

R.T.L

FORMATION

R.T.L - 544.390

DATUM LINE RL. 538

539

540

541

542

543

544

545

546

547

548

DEPTH OF CUTTING

HEIGHT OF BANK

FORMATION LEVEL

GROUND OR ROADSURFACE LEVELS

VERTICAL ALIGNMENT

CHAINAGE

L-SECTION SCALE HOR 1:1000VER 1:100

Name of Work : Construction of Major Bridge Across Old Dhamani Bamani Nala Near Krishna River Between MSH- to Ankali Old Dhamani Bamani Nilaji Krishana Ghat Dhavali Mhaisal Road M,D,R.- 44 @ CH - 2-800 In Tal -Miraj , Dist - Sangali

1.8

1.380.98

1:4

0.6

0.3

@ CH - 2/320 TO 2/365 3.183.78

1.84

1.398

0.6

2.5

1.74

0.3

1.06

0.68

2.5

1:6

1:4

1:1

@ CH -

.

.

.

.

0.6

2.5

.

0.3

.

.

.

.

1:4

1:1

@ CH -

.

.

.

.

0.6

2.5

.

0.3

.

.

.

1:6

1:4

1:1

@ CH -

.

.

.

.

0.6

2.5

.

0.3

.

.

.

1:6

1:4

1:1

@ CH -

Name of Work:Construction of Major Bridge Across Old Dhamani Bamani Nala NearKrishna River Between MSH to Ankali Old Dhamani Bamani Nilaji Krishna Ghat DhavaliMhaisal Road MDR -44 @ KM 2/800 In Tal - Miraj , Dist - Kolhapur. ( Under Nabard - xxi )