Box Culvert DWG Block for AutoCAD

Box Culvert DWG Block for AutoCAD

This has been designed for village road where low intensity of traffic exist. The Box culvert may be termed as small bridge

Drawing labels, details, and other text information extracted from the CAD file:

plan, reinforcement in jaliin jali, in abutement wing, side view of box culvertview of box culvert, reinforcement in abutementin abutement, nos. rod, mm nos. rod, nos. rod, mm vertical bars, mm horizontal bars, mm reinforcement bars, mm nos. main bars, cross section of the slabsection of the slab, reinforcement details of the slabdetails of the slab, rcc parapet, rcc wing wall, rcc abutement, mm horizontal bars, mm vertical bars, mm rod, stone soling, boulder pitching, rcc foundation, name of work const. of box culvert at thokwam rongpi gaon, name of block amri development block, name of vdc duar amla, estimated amount rs. five only, name of block amri development block, name of vdc duar amla, name of block amri development block, name of vdc duar amla, name of work const. of box culvert at thokwam rongpi gaon, name of block amri development block, name of vdc duar amla, estimated amount rs. five only, top viewview, approach road, boulder piching for anti scouring measure, up stream, down stream, name of work const. of box culvert at thokwam rongpi gaon, name of block amri development block, name of vdc duar amla, estimated amount rs. five only, name of work const. of box culvert at thokwam rongpi gaon, estimated amount rs. five only, name of work const. of box culvert at thokwam rongpi gaon, estimated amount rs. five only

Raw text data extracted from CAD file:

\A1;2.40 \A1;2.55 \A1;2.55 \A1;1.05 \A1;1.05 \A1;4.60 \A1;1.05 \A1;1.05 \A1;2.50 \A1;2.50 \A1;1.95 \A1;1.95 \A1;1.50 \A1;0.45 \A1;3.098 \A1;3.098 \A1;0.45 \A1;0.45 \A1;4.00 \A1;0.45 \A1;1.05 \A1;1.05 \A1;0.45 \A1;0.45 \A1;0.20 \A1;2.40 \A1;4.00 \A1;0.20 \A1;2.28 \A1;0.13 \A1;0.80 \A1;0.80 \A1;0.16 \A1;0.16 \A1;1.80 \A1;1.80 \A1;2.85 \A1;2.85 \A1;1.50 \A1;2.00 \A1;3.50 \A1;2.55 \A1;2.55 \A1;2.40 \A1;1.50 \A1;1.50 \A1;0.45 \A1;0.15 \A1;0.60 \A1;0.20 \A1;0.20 \A1;3.73 \A1;0.30 \A1;0.30 \A1;9.00 \A1;5.21 \A1;5.21 \A1;9.00 5 5 5 5 5 5 5 5 5 5 PLAN PLAN 5 5 5 5 5 5 5 5 5 5 \W8.24616; REINFORCEMENT IN JALIIN JALI \W1.85058; \LREINFORCEMENT IN ABUTEMENT & WING \W6.51227; SIDE VIEW OF BOX CULVERTVIEW OF BOX CULVERT \W8.87119; REINFORCEMENT IN ABUTEMENTIN ABUTEMENT 10MM DIA, 2.55 M LONG, 7 NOS. M/S(T) ROD \W0.35113; 10MM DIA, 2.55 M LONG, \W0.35113; 7 NOS. M/S(T) ROD \W0.42761; 10MM DIA, 2.55 M LONG, \W0.42761; 7 NOS. M/S(T) ROD 10MM DIA, 2.55 M LONG, 7 NOS. M/S(T) ROD \W2.29963; 10MM DIA, \W2.29963; 4.60 M LONG, \W2.29963; 6 NOS. \W2.29963; M/S(T) ROD \W4.42313; 10 MM DIA, 1.05 M LONG, 10 NOS. \W4.42313; M/S(T) ROD \W4.42313; 10 MM DIA, 1.05 M LONG, 10 NOS. \W4.42313; M/S(T) ROD \W1.48160; 10 MM DIA, 1.05 M LONG, \W1.48160; 10 NOS. M/S(T) ROD \W0.48627; 10 MM DIA, 1.05 M LONG, \W0.48627; 10 NOS. M/S(T) ROD 5 5 5 5 \W2.29963; 10MM DIA, \W2.29963; 1.05 M LONG, \W2.29963; 17 NOS. \W2.29963; M/S(T) ROD \W0.32543; 12 MM DIA, @ 0.30 M C/C \W0.32543; VERTICAL BARS \W0.32543; 12 MM DIA, @ 0.30 M C/C \W0.32543; VERTICAL BARS \W0.32120; 12 MM DIA, @ 0.30 M \W0.32120; C/C VERTICAL BARS 12 MM DIA, @ 0.30 M C/C VERTICAL BARS 12 MM DIA, @ 0.30 M C/C VERTICAL BARS \W1.44786; 8 MM DIA, @ 0.30 M C/C \W1.44786; HORIZONTAL BARS \W1.44786; 8 MM DIA, @ 0.30 M C/C \W1.44786; HORIZONTAL BARS 5 5 A1 A2 A3 A4 A5 A6 A7 A8 A9 A10 A11 A12 A13 A14 A15 A16 A17 A18 A19 A20 A21 A22 A23 A24 A25 A26 B1 B2 B3 B4 B5 B6 B7 B8 B9 B10 B11 B12 B13 B14 B15 B16 B17 B18 B19 B20 B21 B22 B23 B24 5 5 B25 B26 B27 B28 B29 B30 B31 B32 B33 B34 B35 B36 B37 B38 B39 B40 B41 B42 5 5 5 5 5 5 \W5.84231; 8 MM DIA,4.00M \W5.84231; LONG,42NOS. \W5.84231; REINFORCEMENT \W5.84231; BARS \W2.01684; 12 MM DIA, 4.46 M LONG, \W2.01684; 26 NOS. MAIN BARS \W2.92511; CROSS SECTION OF THE SLABSECTION OF THE SLAB \W5.28325; REINFORCEMENT DETAILS OF THE SLABDETAILS OF THE SLAB 5 1.80 5 5 5 5 5 5 5 5 5 5 RCC PARAPET WALL, 0.45 X 0.30 (1:1.5:3) RCC WING WALL (1:1.5:3) RCC ABUTEMENT (1:1.5:3) 0.45 5 \W1.44786; 8 MM DIA, @ 0.30 M C/C \W1.44786; HORIZONTAL BARS 12 MM DIA, @ 0.30 M C/C VERTICAL BARS 0.60 0.20 5 \W2.02493; 10 MM DIA, M/S(T) ROD STONE SOLING BOULDER PITCHING RCC FOUNDATION (1:1.5:3) Name of Work : Const. of Box Culvert at Thokwam Rongpi gaon u/BRGF/ 2014-15 Name of Block : Amri Development Block Name of VDC : Duar Amla Estimated Amount : Rs. 5,00,000.00 (Rupees Five Lakhs) only Name of Block : Amri Development Block Name of VDC : Duar Amla Name of Block : Amri Development Block Name of VDC : Duar Amla Name of Work : Const. of Box Culvert at Thokwam Rongpi gaon u/BRGF/ 2014-15 Name of Block : Amri Development Block Name of VDC : Duar Amla Estimated Amount : Rs. 5,00,000.00 (Rupees Five Lakhs) only 5 5 5 9.00 5.21 5.21 9.00 \W5.23101; TOP VIEWVIEW APPROACH ROAD APPROACH ROAD C U L V E R T BOULDER PICHING FOR ANTI SCOURING MEASURE BOULDER PICHING FOR ANTI SCOURING MEASURE \W8.78031; UP STREAM \W5.58573; DOWN STREAM Name of Work : Const. of Box Culvert at Thokwam Rongpi gaon u/BRGF/ 2014-15 Name of Block : Amri Development Block Name of VDC : Duar Amla Estimated Amount : Rs. 5,00,000.00 (Rupees Five Lakhs) only Name of Work : Const. of Box Culvert at Thokwam Rongpi gaon u/BRGF/ 2014-15 Estimated Amount : Rs. 5,00,000.00 (Rupees Five Lakhs) only Name of Work : Const. of Box Culvert at Thokwam Rongpi gaon u/BRGF/ 2014-15 Estimated Amount : Rs. 5,00,000.00 (Rupees Five Lakhs) only

Drawing labels, details, and other text information extracted from the CAD file:

plan, reinforcement in jaliin jali, in abutement wing, side view of box culvertview of box culvert, reinforcement in abutementin abutement, nos. rod, mm nos. rod, nos. rod, mm vertical bars, mm horizontal bars, mm reinforcement bars, mm nos. main bars, cross section of the slabsection of the slab, reinforcement details of the slabdetails of the slab, rcc parapet, rcc wing wall, rcc abutement, mm horizontal bars, mm vertical bars, mm rod, stone soling, boulder pitching, rcc foundation, name of work const. of box culvert at thokwam rongpi gaon, name of block amri development block, name of vdc duar amla, estimated amount rs. five only, name of block amri development block, name of vdc duar amla, name of block amri development block, name of vdc duar amla, name of work const. of box culvert at thokwam rongpi gaon, name of block amri development block, name of vdc duar amla, estimated amount rs. five only, top viewview, approach road, boulder piching for anti scouring measure, up stream, down stream, name of work const. of box culvert at thokwam rongpi gaon, name of block amri development block, name of vdc duar amla, estimated amount rs. five only, name of work const. of box culvert at thokwam rongpi gaon, estimated amount rs. five only, name of work const. of box culvert at thokwam rongpi gaon, estimated amount rs. five only

Raw text data extracted from CAD file:

\A1;2.40 \A1;2.55 \A1;2.55 \A1;1.05 \A1;1.05 \A1;4.60 \A1;1.05 \A1;1.05 \A1;2.50 \A1;2.50 \A1;1.95 \A1;1.95 \A1;1.50 \A1;0.45 \A1;3.098 \A1;3.098 \A1;0.45 \A1;0.45 \A1;4.00 \A1;0.45 \A1;1.05 \A1;1.05 \A1;0.45 \A1;0.45 \A1;0.20 \A1;2.40 \A1;4.00 \A1;0.20 \A1;2.28 \A1;0.13 \A1;0.80 \A1;0.80 \A1;0.16 \A1;0.16 \A1;1.80 \A1;1.80 \A1;2.85 \A1;2.85 \A1;1.50 \A1;2.00 \A1;3.50 \A1;2.55 \A1;2.55 \A1;2.40 \A1;1.50 \A1;1.50 \A1;0.45 \A1;0.15 \A1;0.60 \A1;0.20 \A1;0.20 \A1;3.73 \A1;0.30 \A1;0.30 \A1;9.00 \A1;5.21 \A1;5.21 \A1;9.00 5 5 5 5 5 5 5 5 5 5 PLAN PLAN 5 5 5 5 5 5 5 5 5 5 \W8.24616; REINFORCEMENT IN JALIIN JALI \W1.85058; \LREINFORCEMENT IN ABUTEMENT & WING \W6.51227; SIDE VIEW OF BOX CULVERTVIEW OF BOX CULVERT \W8.87119; REINFORCEMENT IN ABUTEMENTIN ABUTEMENT 10MM DIA, 2.55 M LONG, 7 NOS. M/S(T) ROD \W0.35113; 10MM DIA, 2.55 M LONG, \W0.35113; 7 NOS. M/S(T) ROD \W0.42761; 10MM DIA, 2.55 M LONG, \W0.42761; 7 NOS. M/S(T) ROD 10MM DIA, 2.55 M LONG, 7 NOS. M/S(T) ROD \W2.29963; 10MM DIA, \W2.29963; 4.60 M LONG, \W2.29963; 6 NOS. \W2.29963; M/S(T) ROD \W4.42313; 10 MM DIA, 1.05 M LONG, 10 NOS. \W4.42313; M/S(T) ROD \W4.42313; 10 MM DIA, 1.05 M LONG, 10 NOS. \W4.42313; M/S(T) ROD \W1.48160; 10 MM DIA, 1.05 M LONG, \W1.48160; 10 NOS. M/S(T) ROD \W0.48627; 10 MM DIA, 1.05 M LONG, \W0.48627; 10 NOS. M/S(T) ROD 5 5 5 5 \W2.29963; 10MM DIA, \W2.29963; 1.05 M LONG, \W2.29963; 17 NOS. \W2.29963; M/S(T) ROD \W0.32543; 12 MM DIA, @ 0.30 M C/C \W0.32543; VERTICAL BARS \W0.32543; 12 MM DIA, @ 0.30 M C/C \W0.32543; VERTICAL BARS \W0.32120; 12 MM DIA, @ 0.30 M \W0.32120; C/C VERTICAL BARS 12 MM DIA, @ 0.30 M C/C VERTICAL BARS 12 MM DIA, @ 0.30 M C/C VERTICAL BARS \W1.44786; 8 MM DIA, @ 0.30 M C/C \W1.44786; HORIZONTAL BARS \W1.44786; 8 MM DIA, @ 0.30 M C/C \W1.44786; HORIZONTAL BARS 5 5 A1 A2 A3 A4 A5 A6 A7 A8 A9 A10 A11 A12 A13 A14 A15 A16 A17 A18 A19 A20 A21 A22 A23 A24 A25 A26 B1 B2 B3 B4 B5 B6 B7 B8 B9 B10 B11 B12 B13 B14 B15 B16 B17 B18 B19 B20 B21 B22 B23 B24 5 5 B25 B26 B27 B28 B29 B30 B31 B32 B33 B34 B35 B36 B37 B38 B39 B40 B41 B42 5 5 5 5 5 5 \W5.84231; 8 MM DIA,4.00M \W5.84231; LONG,42NOS. \W5.84231; REINFORCEMENT \W5.84231; BARS \W2.01684; 12 MM DIA, 4.46 M LONG, \W2.01684; 26 NOS. MAIN BARS \W2.92511; CROSS SECTION OF THE SLABSECTION OF THE SLAB \W5.28325; REINFORCEMENT DETAILS OF THE SLABDETAILS OF THE SLAB 5 1.80 5 5 5 5 5 5 5 5 5 5 RCC PARAPET WALL, 0.45 X 0.30 (1:1.5:3) RCC WING WALL (1:1.5:3) RCC ABUTEMENT (1:1.5:3) 0.45 5 \W1.44786; 8 MM DIA, @ 0.30 M C/C \W1.44786; HORIZONTAL BARS 12 MM DIA, @ 0.30 M C/C VERTICAL BARS 0.60 0.20 5 \W2.02493; 10 MM DIA, M/S(T) ROD STONE SOLING BOULDER PITCHING RCC FOUNDATION (1:1.5:3) Name of Work : Const. of Box Culvert at Thokwam Rongpi gaon u/BRGF/ 2014-15 Name of Block : Amri Development Block Name of VDC : Duar Amla Estimated Amount : Rs. 5,00,000.00 (Rupees Five Lakhs) only Name of Block : Amri Development Block Name of VDC : Duar Amla Name of Block : Amri Development Block Name of VDC : Duar Amla Name of Work : Const. of Box Culvert at Thokwam Rongpi gaon u/BRGF/ 2014-15 Name of Block : Amri Development Block Name of VDC : Duar Amla Estimated Amount : Rs. 5,00,000.00 (Rupees Five Lakhs) only 5 5 5 9.00 5.21 5.21 9.00 \W5.23101; TOP VIEWVIEW APPROACH ROAD APPROACH ROAD C U L V E R T BOULDER PICHING FOR ANTI SCOURING MEASURE BOULDER PICHING FOR ANTI SCOURING MEASURE \W8.78031; UP STREAM \W5.58573; DOWN STREAM Name of Work : Const. of Box Culvert at Thokwam Rongpi gaon u/BRGF/ 2014-15 Name of Block : Amri Development Block Name of VDC : Duar Amla Estimated Amount : Rs. 5,00,000.00 (Rupees Five Lakhs) only Name of Work : Const. of Box Culvert at Thokwam Rongpi gaon u/BRGF/ 2014-15 Estimated Amount : Rs. 5,00,000.00 (Rupees Five Lakhs) only Name of Work : Const. of Box Culvert at Thokwam Rongpi gaon u/BRGF/ 2014-15 Estimated Amount : Rs. 5,00,000.00 (Rupees Five Lakhs) only

Language	English
Drawing Type	Block
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Other
Measurement Units
Footprint Area
Building Features
Tags	autocad, block, box, culvert, designed, DWG, kläranlage, Road, traffic, treatment plant, village