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$$\text{LOT COVERAGE} = \frac{\text{TOTAL}}{\text{LOT AREA}}$$
$$\text{FLOOR AREA RATIO} = \frac{\text{EXISTING HOUSE}}{\text{LOT AREA}} + \frac{\text{ADDITION LOWER FLOOR}}{\text{LOT AREA}} + \frac{\text{ADDITION UPPER FLOOR}}{\text{LOT AREA}} + \frac{\text{EXISTING GARAGE}}{\text{LOT AREA}} = A$$
$$\text{GENERAL NOTES}$$
$$\text{PROJECT TEAM}$$
- Owner: NAME/COMPANY
- Street Address: CITY, STATE 98XXXX
- PH: XXX-XXX-XXXX
- Contact: NAME
- Contractor: NAME/COMPANY
- Address: CITY, STATE 98XXXX
- Ph: XXX-XXX-XXXX
- Contact: NAME
- Contractor Lic. #: UBI #
- (MAX SHEET SIZE: 24" X 36")
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002.jpg
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$$\text{FOUNDATION & LOWER FLOOR FRAMING PLAN}$$
$$0 \leq 1/4^a = 1'-0'' \text{ OR } 1/8^a = 1'-0'' \text{ PREFERRED}$$
$$\text{SIZE AND LOCATION OF REINFORCING}$$
$$\text{SLAB ON GRADE NOTE REINFORCING}$$
$$\text{SIZE, SPACING, EMBEDMENT OF ANCHOR BOLTS TYP.}$$
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$$\text{NOTE NUMBER OF STUDS TO SUPPORT HEADERS} = \frac{\text{NOTE NUMBER OF STUDS TO SUPPORT HEADERS}}{\text{NOTE NUMBER OF STUDS TO SUPPORT HEADERS}}$$
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$$\textcircled{1}$$ \begin{array}{l} \textcircled{1}$ \textbf{LOWER ROOF & UPPER FLOOR FRAMING PLAN} \\ \textcircled{1}$ (SCALE: 1/4" = 1'-0" OR 1/8" = 1'-0" PREFERRED) \end{array} $$
$$\textcircled{2}$$ \begin{array}{l} \textcircled{2}$ \textbf{UPPER ROOF FRAMING PLAN} \\ \textcircled{2}$ (SCALE: 1/4" = 1'-0" OR 1/8" = 1'-0" PREFERRED) \end{array}
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$$\text{ELEVATION} = \frac{\text{EXISTING OVERHANG}}{\text{DOWNSPOUT LOCATION}} + \frac{\text{FINISH MATERIAL}}{\text{DOWNSPOUT LOCATION}} + \frac{\text{EXISTING GRADE}}{\text{CRAWLSPACE VENTILATION}}$$
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$$\text{GLAZING AREA} = \frac{\text{GLAZING U-FACTOR}}{\text{VERTICAL}} \times \text{OVERHEAD}$$
$$\text{DOOR U-FACTOR} = \frac{\text{DOOR U-FACTOR}}{\text{VERTICAL}} \times \text{OVERHEAD}$$
$$\text{CEILING} = R - ###$$
$$\text{VAULTED CEILING} = R - ###$$
$$\text{WALL ABOVE GRADE} = R - ###$$
$$\text{WALL INTERIOR BELOW GRADE} = N/A$$
$$\text{WALL EXTERIOR BELOW GRADE} = N/A$$
$$\text{FLOOR} = R - ###$$
$$\text{SLAB ON GRADE}$$
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008.jpg
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$$\text{LOT COVERAGE} = \frac{\text{TOTAL}}{\text{LOT AREA}}$$
$$\text{FLOOR AREA RATIO} = \frac{\text{EXISTING HOUSE}}{\text{LOT AREA}} + \frac{\text{ADDITION LOWER FLOOR}}{\text{LOT AREA}} + \frac{\text{ADDITION UPPER FLOOR}}{\text{LOT AREA}} + \frac{\text{EXISTING GARAGE}}{\text{LOT AREA}} = A$$
$$\text{GENERAL NOTES}$$
$$\text{PROJECT TEAM}$$
- Owner: NAME/COMPANY
- Street Address: CITY, STATE 98XXXX
- PH: XXX-XXX-XXXX
- Contact: NAME
- Contractor: NAME/COMPANY
- Address: CITY, STATE 98XXXX
- Ph: XXX-XXX-XXXX
- Contact: NAME
- Contractor Lic. #: UBI #
- (MAX SHEET SIZE: 24" X 36")
|
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009.png
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$$\text{MODUS OPERANDI}:$$
1. **AMMUNITION FOR CASTING OF PRECAST PSC SLAB UNITS, RCC SLABS, BALLAST RETAINERS, FOOTWALKS, ITC, C, AREA OF WATER WAY (UPTO STD V.C.)**
- For the existing bridge refer completion drawing No.: CAO/C/TR/S/MBR-NR/2142-024.
- For details of DROP / CURTAIN / TIE WALLS refer PC'S LETTER No. 71/W/BRIDGE POLICY, dated 10/11/12.2015.
- Work plan section refer drawing No.: CAO/C/TR/S/MBR-NR/2142-024.
- For details of RCC SLAB as per design.
2. **WORKS EXECUTION ARRANGEMENTS :**
1. As per the RAILWAY BOARD LETTER No. 2022/TRANSCEIL/CVILCRS, dated 21.06.2022, PCS SANCTION should be taken before execution of work.
2. Imposition of suitable sped restriction on existing main line at bridge location as per site requirements.
3. If should be ensured that the junction of exg. & pro. bridges are made leak proof.
**WORKS EXECUTION ARRANGEMENTS :**
1. Submit completion drawing of gad in original daylight by the predefined after immediate completion of the work in accordance with Parra 911 of Indian Railway Works Manual.
2. The approved design calculations of NQN standard superstructure and substructure are submitted to the construction department for record purpose.
3. Approval is given only for general arrangements. The super structure is as per proposed drawing for abutment works and plant & machinery for execution of the work without affecting the traffic on the existing line.
4. Construction of foundation, substructure etc., as per approved drawing duly completed between existing and proposed track shall be provided as per site requirements.
5. It should be ensured that the junction of exg. & pro. bridges are made leak proof.
**IMPORTANT NOTES OF HQRS :**
1. Construction organisation has to submit completion drawing of gad in original daylight by the predefined after immediate completion of the work in accordance with Parra 911 of Indian Railway Works Manual.
2. The approved design calculations of NQN standard superstructure and substructure are submitted to the construction department for record purpose.
3. Approval is given only for general arrangements. The super structure is as per proposed drawing for abutment works and plant & machinery for execution of the work without affecting the traffic on the existing line.
4. Construction of foundation, substructure etc., as per approved drawing duly completed between existing and proposed track shall be provided as per site requirements.
5. It should be ensured that the junction of exg. & pro. bridges are made leak proof.
**SPECIAL NOTES :**
1. Existing bridge details and levels checked by division.
2. Divisional officers have seen the general arrangements. All technical details and design etc., has been checked by concerned design section of construction organisation as per PCS LETTER No. w.7/JRB/Bridge Policy, dated 25.10.2019, while excavating foundation of proposed bridge is safe for disperSION of proposed bridge 251 loading.
**NOTE :**
1. All dimensions are shown in millimetres unless otherwise specified and levels are shown in metres.
2. Proposed works are shown in red existing works shown in black and dismantling works shown in metre.
3. This drawing is prepared based on data collected from site.
4. Formation level shown in the drawing is as per longitudinal section.
5. Safety of the exg. bridge to be ensured in all aspects while executing proposed bridge works.
6. Depth of foundation shown in the drawing is tentative. The actual depth shall be as decided by the engineer in charge.
7. An accordion pressure for various RCC / mass concrete works shall be in accordance with IPS concrete bridge code 2014.
8. In case ready mix concrete is to be used the mix shall be in conformity with accordance with IPS concrete bridge code for other aspects which are not covered by C.A.E. is 929% shall be adhered to.
9. All concrete works shall be mechanically mixed and vibrated.
10. All RCC surfaces coming in contact with soil should be painted with bitumen or coal of approved quality if allowed to fill the earth.
11. Whip holes of 75/1000 p/cac pipes are to be provided at 1000 mm/c² both vertically and horizontally in staggering in retaining walls.
12. Whip holes of 75/1000 p/cac pipes are to be provided at 1000 mm/c² both vertically and horizontally in staggering in retaining walls.
13. Mackail fillet and ditter media shall be required at 1000 mm/c² both vertically and horizontally in staggering in retaining walls.
14. Angle of repose of back fillet shall not be less than 35°.
15. Safety of the exg. bridge to be ensured in all aspects while executing proposed bridge works.
16. CRS permission shall be obtained prior to commencement of work considering AMA 1302 (Clause 21G) of IPPM.
17. Bed slope should be adjusted as per site condition by competent authority.
18. Bed slope should be designed for 251-2008 loading standards.
19. The proposed extension bridge should be designed for 251-2008 loading.
20. The proposed extension bridge should be designed for 251-2008 loading.
21. The proposed extension bridge should be designed for 251-2008 loading.
22. The proposed extension bridge should be designed for 251-2008 loading.
23. No construction joint shall normally be allowed in concrete works without special precautions for movement of heavy materials and plant & machinery for execution of the work without affecting the traffic on the existing line.
24. Temperature spared restriction to be imposed during dismantling/drilling / extension of existing structure.
25. Temperature spared restriction to be imposed during execution of work as per IPPM, if required.
26. The surface reinforcement is to be provided as per existing standard.
27. All dimensions and levels should be verified and reconciled before execution.
28. Dump shall be done as per规程 for construction of the proposed bridge.
29. The pitching shall be provided for a length as per code provision.
30. Longitudinal drain between existing and proposed track shall be provided as site requirements.
**SPECIFICATIONS :**
Exposure condition moderate as per IRRC with latest A&C sups.
Grade of concrete for various RCC/mass concrete work shall be in accordance with IPS concrete bridge code 2014 where IPS concrete bridge code is silent, IPS concrete bridge code is recommended to be provided by IPS concrete bridge code.
All works are carried out as per the following:
i) I.R. unified standard specification for works including all correction sups.
ii) I.R. unified standard specification for works including all correction sups.
iii) I.R. unified standard specification for works including all correction sups.
iv) I.R. unified standard specification for works including all correction sups.
v) I.R. unified standard specification for works including all correction sups.
vi) I.R. unified standard specification for works including all correction sups.
vi) I.R. unified standard specification for works including all correction sups.
vi) I.R. unified standard specification for works including all correction sups.
vi) I.R. unified standard specification for works including all correction sups.
vi) I.R. unified standard specification for works including all correction sups.
vi) I.R. unified standard specification for works including all correction sups.
vi) I.R. unified standard specification for works including all correction sups.
vi) I.R. unified standard specification for works including all correction sups.
vi) I.R. unified standard specification for works including all correction sups.
vi) I.R. unified standard specification for works including all correction sups.
vi) I.R. unified standard specification for works including all correction sups.
vi) I.R. unified standard specification for works including all correction sups.
vi) I.R. unified standard specification for works including all correction sups.
vi) I.R. unified standard specification for works including all correction sups.
vi) I.R. unified standard specification for works including all correction sups.
vi) I.R. unified standard specification for works including all correction sups.
vi) I.R. unified standard specification for works including all correction sups.
vi) I.R. unified standard specification for works including all correction sups.
vi) I.R. unified standard specification for works including all correction sups.
vi) I.R. unified standard specification for works including all correction sups.
vi) I.R. unified standard specification for works including all correction sups.
vi) I.R. unified standard specification for works including all correction sups.
vi) I.R. unified standard specification for works including all correction sups.
vi) I.R. unified standard specification for works including all correction sups.
vi) I.R. unified standard specification for works including
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010.png
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$$\text{MODUS OPERANDI} : \begin{array}{l}
1. \text{FOR THE EXISTING MAIN LINE AT THE BRIDGE LOCATION INSTALL TEMPORARY ENGINEERING SPEED INDICATORS AS PER IRPWM. IMPPOSE SPEED RESTRICTION AS PER IRPWM AND ALLOW TRAFFIC AT RESTRICTED SPEED. \\
2. \text{BETWEEN THE MOVEMENT OF TRAINS EXCAVATE THE FOUNDATION OF THE PROPOSED BRIDGE i.e. PROPOSED RCC BOX AND RETURN WALLS ETC., TO THE REQUIRED DEPTH BY USING SUITABLE EQUIPMENT, TOOLS & PLANTS DULY PROTECTING EXISTING BRIDGE BY WAY OF SHEET PILING ETC. FOR CONSTRUCTION OF THE PROPOSED BRIDGE. \\
3. \text{PREPARE THE GROUND WELL BY RAMMING ETC. AS NECESSARY AS PER SITE REQUIREMENTS). LAY BOULDER FILLING, SAND FILLING (IF REQUIRED) AND CONSOLIDATE WELL THEN LEVELLING COURSE AND ALLOW TO SET. \\
4. \text{CONSTRUCT THE PROPOSED RCC BOX AND SQUARE RETURNS "IN SITU". IT SHOULD BE ENsURED THAT AT THE JUNCTION WHERE THE PROPOSED RCC BOX ABUTS THE EXISTING DN LINE BRIDGE IS MADE LEAK PROOF BY SUITABLE MEANS, LAY CONTROLLED CEMENT CONCRETE WEARING COAT ON BOTTOM SLAB OF PRO. RCC BOX TO REQUIRED SLOPE. CURE AND ALLOW TO SET AS PER CODEAL PROVISIONS AND ENsURE SAFETY OF THE EKG. BRIDGE DURING CONSTRUCTION OF THE PROBRIDGE. \\
5. \text{THEN FILL UP THE EARTH AS PER COAL PROVISIONS IN LAYERS OF 300mm AND RAM WELL. AFTER COMPLETION OF MAIN WORK OF PROPOSED BRIDGE i.e. RCC BOX, SQUARE RETURNS ETC., PROTECTIVE WORKS LIKE FLOORING, PITCHING, STEPS ETC., ARE TO BE DONE. PITCHING TO BE DRY PITCHING AS PER PARA 818 OF IRBM. \\
6. \text{ON THE EXEG. MAIN LINE RESTORE THE TRAFFIC TO NORMAIL SECTIONAL SPEED GRADUALLY IN STAGES AS PER IRPWM.}\\
7. \text{LAY AND DINK THE PROPOSED LINES AS PER SCHEDULES. COMPLETE THE REMAINING WORKS IN ALL RESPECTS.}\\
9. \text{DURING THE MOVEMENT OF MEN, MACHINE & MATERIAL DURING EXECUTION OF WORK. ALL PRECAUTIONS SHALL BE TAKEN TO ENsure that NO UNSAFE CONDITIONS DEVELOP FOR MOVEMENT OF TRAINS AND EXG. BRIDGE.}
\end{array}$$
**REFERENCES :**
1. For details of RCC box refer DRG No. RDSO/B 10155/2 of size 2.00x1.80m (1.00m fill height).
2. For existing bridge completion drawing refer DRG No. CAO/C/BR/25-98(COMP).
3. For details of weep holes and back filling refer DRG No. GM/W/C/BR/1453-90.
4. For details of engineering indicators refer DRG No. GM/W/C/BR/2570-2009.
5. For details of drip/purge/curtain toe walls refer PCE's letter No. 71/BR/BRIDGE POLICY, dated 10/11/2015.
6. Working plan section refer drawing No.: CAO/C/T/R/S/MBNR-DHNE/2182-2024.
7. For ESP of ULINDAKONDA station refer DRG No.: CAO/C/SC/VARDS/HYB/UKD/1512-2024.
**WORKS EXECUTION ARRANGEMENTS :**
1. As per the railway board letter No. 2022/TRANSCELL/CIVIL/CRS, dated 21.06.2022, PCE sanction should be taken before execution of work.
2. Imposition of suitable speed restriction on existing main line at bridge location as and when required as per IRPWM.
3. Work to be executed as per the MODUS OPERANDI given in the drawing.
**IMPORTANT NOTES OF HQRS :**
1. Construction organisation has to submit completion drawing of GAD in original duly signed by the officials after immediate completion of the work in accordance with Para 911 of Indian Railway Works Manual.
2. HQRS approval given is only for general arrangements. The super structure is as per RDO/Drawing. Structural drawing for abutment, wing and return walls for proposed bridge to be designed to 251 loading 2008 and got approved by competent authority.
3. The approved design calculations of non standard super structure and substructure if any shall be submitted to PCE office /SCR/CF for record purpose.
**CERTIFICATES :**
DYCE/C/ISC certifies that:
1. The details of existing bridge such as span, clear height, levels and flow direction etc., as per site condition.
2. Loading standard of the existing bridge is MBG-1987 as per completion drawing.
3. SBC of the soil is 15.05 t/sqm at 1.50m depth & proposed RCC box is on non erodible strata.
4. The bridge is not having any past history as per data taken from Hyderabad division.
5. The bridge is not under vulnerable list.
**SPECIAL NOTE :**
While excavating for foundation of proposed bridge, safety of adjacent exg. bridges should be ensured.
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[{"model_id": "zai-org/GLM-OCR", "model_name": "GLM-OCR", "column_name": "markdown", "timestamp": "2026-02-09T04:16:05.561633", "task": "formula", "temperature": 0.01, "top_p": 1e-05, "repetition_penalty": 1.1, "max_tokens": 16384}]
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011.png
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$$
\text{ING CAPACITY OF SOIL} = 42.00 \text{ t/sqm}
$$
$$\text{SURE ON SOIL UNDER WING WALL} = 31.28 \text{ t/sqm}
$$
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[{"model_id": "zai-org/GLM-OCR", "model_name": "GLM-OCR", "column_name": "markdown", "timestamp": "2026-02-09T04:16:05.561633", "task": "formula", "temperature": 0.01, "top_p": 1e-05, "repetition_penalty": 1.1, "max_tokens": 16384}]
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012.png
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$$\text{SPECIFICATIONS}:\quad \begin{array}{l}
\text{1. EXPOSURE CONDITION MODERATE AS PER INCIDE WITH LATEST AAC SUPP}\\
\text{2. CRAFTED CONCRETE FOR VOLVULATION CAUSED BY HS CONCRETED BRIDGE CODE 2014 WHERE HS CONCRETED BRIDGE CODE IS LEVELT}\\
\text{3. ALL WORK ARE CARRIED OUT AS PER THE FOLLOWING}\\
\text{4. ALL WORK ARE CARRIED OUT AS PER THE FOLLOWING}\\
\text{5. ALL WORK ARE CARRIED OUT AS PER THE FOLLOWING}\\
\text{6. ALL WORK ARE CARRIED OUT AS PER THE FOLLOWING}\\
\text{7. ALL WORK ARE CARRIED OUT AS PER THE FOLLOWING}\\
\text{8. ALL WORK ARE CARRIED OUT AS PER THE FOLLOWING}\\
\text{9. ALL WORK ARE CARRIED OUT AS PER THE FOLLOWING}\\
\text{10. ALL WORK ARE CARRIED OUT AS PER THE FOLLOWING}\\
\text{11. ALL WORK ARE CARRIED OUT AS PER THE FOLLOWING}\\
\text{12. ALL WORK ARE CARRIED OUT AS PER THE FOLLOWING}\\
\text{13. ALL WORK ARE CARRIED OUT AS PER THE FOLLOWING}\\
\text{14. ALL WORK ARE CARRIED OUT AS PER THE FOLLOWING}\\
\text{15. ALL WORK ARE CARRIED OUT AS PER THE FOLLOWING}\\
\text{16. ALL WORK ARE CARRIED OUT AS PER THE FOLLOWING}\\
\text{17. ALL WORK ARE CARRIED OUT AS PER THE FOLLOWING}\\
\text{18. ALL WORK ARE CARRIED OUT AS PER THE FOLLOWING}\\
\text{19. ALL WORK ARE CARRIED OUT AS PER THE FOLLOWING}\\
\text{20. ALL WORK ARE CARRIED OUT AS PER THE FOLLOWING}\\
\text{21. ALL WORK ARE CARRIED OUT AS PER THE FOLLOWING}\\
\text{22. ALL WORK ARE CARRIED OUT AS PER THE FOLLOWING}\\
\text{23. ALL WORK ARE CARRIED OUT AS PER THE FOLLOWING}\\
\text{24. ALL WORK ARE CARRIED OUT AS PER THE FOLLOWING}\\
\text{25. ALL WORK ARE CARRIED OUT AS PER THE FOLLOWING}\\
\text{26. ALL WORK ARE CARRIED OUT AS PER THE FOLLOWING}\\
\text{27. ALL WORK ARE CARRIED OUT AS PER THE FOLLOWING}\\
\text{28. ALL WORK ARE CARRIED OUT AS PER THE FOLLOWING}\\
\text{29. ALL WORK ARE CARRIED OUT AS PER THE FOLLOWING}\\
\text{30. ALL WORK ARE CARRIED OUT AS PER THE FOLLOWING}\\
\text{31. ALL WORK ARE CARRIED OUT AS PER THE FOLLOWING}\\
\text{32. ALL WORK ARE CARRIED OUT AS PER THE FOLLOWING}\\
\text{33. ALL WORK ARE CARRIED OUT AS PER THE FOLLOWING}\\
\text{34. ALL WORK ARE CARRIED OUT AS PER THE FOLLOWING}\\
\text{35. ALL WORK ARE CARRIED OUT AS PER THE FOLLOWING}\\
\text{36. ALL WORK ARE CARRIED OUT AS PER THE FOLLOWING}\\
\text{37. ALL WORK ARE CARRIED OUT AS PER THE FOLLOWING}\\
\text{38. ALL WORK ARE CARRIED OUT AS PER THE FOLLOWING}\\
\text{39. ALL WORK ARE CARRIED OUT AS PER THE FOLLOWING}\\
\text{40. ALL WORK ARE CARRIED OUT AS PER THE FOLLOWING}\\
\text{41. ALL WORK ARE CARRIED OUT AS PER THE FOLLOWING}\\
\text{42. ALL WORK ARE CARRIED OUT AS PER THE FOLLOWING}\\
\text{43. ALL WORK ARE CARRIED OUT AS PER THE FOLLOWING}\\
\text{44. ALL WORK ARE CARRIED OUT AS PER THE FOLLOWING}\\
\text{45. ALL WORK ARE CARRIED OUT AS PER THE FOLLOWING}\\
\text{46. ALL WORK ARE CARRIED OUT AS PER THE FOLLOWING}\\
\text{47. ALL WORK ARE CARRIED OUT AS PER THE FOLLOWING}\\
\text{48. ALL WORK ARE CARRIED OUT AS PER THE FOLLOWING}\\
\text{49. ALL WORK ARE CARRIED OUT AS PER THE FOLLOWING}\\
\text{50. ALL WORK ARE CARRIED OUT AS PER THE FOLLOWING}\\
\text{51. ALL WORK ARE CARRIED OUT AS PER THE FOLLOWING}\\
\text{52. ALL WORK ARE CARRIED OUT AS PER THE FOLLOWING}\\
\text{53. ALL WORK ARE CARRIED OUT AS PER THE FOLLOWING}\\
\text{54. ALL WORK ARE CARRIED OUT AS PER THE FOLLOWING}\\
\text{55. ALL WORK ARE CARRIED OUT AS PER THE FOLLOWING}\\
\text{56. ALL WORK ARE CARRIED OUT AS PER THE FOLLOWING}\\
\text{57. ALL WORK ARE CARRIED OUT AS PER THE FOLLOWING}\\
\text{58. ALL WORK ARE CARRIED OUT AS PER THE FOLLOWING}\\
\text{59. ALL WORK ARE CARRIED OUT AS PER THE FOLLOWING}\\
\text{60. ALL WORK ARE CARRIED OUT AS PER THE FOLLOWING}\\
\text{61. ALL WORK ARE CARRIED OUT AS PER THE FOLLOWING}\\
\text{62. ALL WORK ARE CARRIED OUT AS PER THE FOLLOWING}\\
\text{63. ALL WORK ARE CARRIED OUT AS PER THE FOLLOWING}\\
\text{64. ALL WORK ARE CARRIED OUT AS PER THE FOLLOWING}\\
\text{65. ALL WORK ARE CARRIED OUT AS PER THE FOLLOWING}\\
\text{66. ALL WORK ARE CARRIED OUT AS PER THE FOLLOWING}\\
\text{67. ALL WORK ARE CARRIED OUT AS PER THE FOLLOWING}\\
\text{68. ALL WORK ARE CARRIED OUT AS PER THE FOLLOWING}\\
\text{69. ALL WORK ARE CARRIED OUT AS PER THE FOLLOWING}\\
\text{70. ALL WORK ARE CARRIED OUT AS PER THE FOLLOWING}\\
\text{71. ALL WORK ARE CARRIED OUT AS PER THE FOLLOWING}\\
\text{72. ALL WORK ARE CARRIED OUT AS PER THE FOLLOWING}\\
\text{73. ALL WORK ARE CARRIED OUT AS PER THE FOLLOWING}\\
\text{74. ALL WORK ARE CARRIED OUT AS PER THE FOLLOWING}\\
\text{75. ALL WORK ARE CARRIED OUT AS PER THE FOLLOWING}\\
\text{76. ALL WORK ARE CARRIED OUT AS PER THE FOLLOWING}\\
\text{77. ALL WORK ARE CARRIED OUT AS PER THE FOLLOWING}\\
\text{78. ALL WORK ARE CARRIED OUT AS PER THE FOLLOWING}\\
\text{79. ALL WORK ARE CARRIED OUT AS PER THE FOLLOWING}\\
\text{80. ALL WORK ARE CARRIED OUT AS PER THE FOLLOWING}\\
\text{81. ALL WORK ARE CARRIED OUT AS PER THE FOLLOWING}\\
\text{82. ALL WORK ARE CARRIED OUT AS PER THE FOLLOWING}\\
\text{83. ALL WORK ARE CARRIED OUT AS PER THE FOLLOWING}\\
\text{84. ALL WORK ARE CARRIED OUT AS PER THE FOLLOWING}\\
\text{85. ALL WORK ARE CARRIED OUT AS PER THE FOLLOWING}\\
\text{86. ALL WORK ARE CARRIED OUT AS PER THE FOLLOWING}\\
\text{87. ALL WORK ARE CARRIED OUT AS PER THE FOLLOWING}\\
\text{88. ALL WORK ARE CARRIED OUT AS PER THE FOLLOWING}\\
\text{89. ALL WORK ARE CARRIED OUT AS PER THE FOLLOWING}\\
\text{90. ALL WORK ARE CARRIED OUT AS PER THE FOLLOWING}\\
\text{91. ALL WORK ARE CARRIED OUT AS PER THE FOLLOWING}\\
\text{92. ALL WORK ARE CARRIED OUT AS PER THE FOLLOWING}\\
\text{93. ALL WORK ARE CARRIED OUT AS PER THE FOLLOWING}\\
\text{94. ALL WORK ARE CARRIED OUT AS PER THE FOLLOWING}\\
\text{95. ALL WORK ARE CARRIED OUT AS PER THE FOLLOWING}\\
\text{96
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[{"model_id": "zai-org/GLM-OCR", "model_name": "GLM-OCR", "column_name": "markdown", "timestamp": "2026-02-09T04:16:05.561633", "task": "formula", "temperature": 0.01, "top_p": 1e-05, "repetition_penalty": 1.1, "max_tokens": 16384}]
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013.png
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$$\text{OPEN TERRACE}$$
$$\text{OPEN TO SKY}$$
$$\text{1.50M WIDE CORRIDOR}$$
$$\text{ROOM 3.60x4.20}$$
$$\text{ROOM 3.60x4.20}$$
$$\text{ROOM 3.60x4.20}$$
$$\text{ROOM 3.60x4.20}$$
$$\text{ROOM 4.83x4.20}$$
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[{"model_id": "zai-org/GLM-OCR", "model_name": "GLM-OCR", "column_name": "markdown", "timestamp": "2026-02-09T04:16:05.561633", "task": "formula", "temperature": 0.01, "top_p": 1e-05, "repetition_penalty": 1.1, "max_tokens": 16384}]
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Document OCR using GLM-OCR
This dataset contains OCR results from images in minhpvo/ocr-input using GLM-OCR, a compact 0.9B OCR model achieving SOTA performance.
Processing Details
- Source Dataset: minhpvo/ocr-input
- Model: zai-org/GLM-OCR
- Task: formula recognition
- Number of Samples: 13
- Processing Time: 2.3 min
- Processing Date: 2026-02-09 04:16 UTC
Configuration
- Image Column:
image - Output Column:
markdown - Dataset Split:
train - Batch Size: 16
- Max Model Length: 8,192 tokens
- Max Output Tokens: 16,384
- Temperature: 0.01
- Top P: 1e-05
- GPU Memory Utilization: 80.0%
Model Information
GLM-OCR is a compact, high-performance OCR model:
- 0.9B parameters
- 94.62% on OmniDocBench V1.5
- CogViT visual encoder + GLM-0.5B language decoder
- Multi-Token Prediction (MTP) loss for efficiency
- Multilingual: zh, en, fr, es, ru, de, ja, ko
- MIT licensed
Dataset Structure
The dataset contains all original columns plus:
markdown: The extracted text in markdown formatinference_info: JSON list tracking all OCR models applied to this dataset
Reproduction
uv run https://huggingface.co/datasets/uv-scripts/ocr/raw/main/glm-ocr.py \
minhpvo/ocr-input \
<output-dataset> \
--image-column image \
--batch-size 16 \
--task formula
Generated with UV Scripts
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