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Social Welfare Department

  • Opening Date

    07 Oct 2019

  • Closing Date

    05 Nov 2019

  • Tender Amount

    Refer document

  • EMD

    ₹ 1,00,000

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Summary

Supply Of Food Materials And Other Articles To Pre Matric & Post Matric Hostels, Coming Under Social Welfare, Department Doddaballapura Taluk, Bangalore Rural District

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Type Table showing salient dimensions of Foot Bridge w (mm) 1 2 3 4 d (mm) 1500, 2000 2500, 3000 weep Holes Filter Medium L H d h f f 1 b1 b2 b B 600 200 x200 mm Composite type structure handrails 1 2 0 0 d f LONGITUDINAL SECTION Road level Center line 2 0 0 Kerb 200 x 200 mm WW h b2 b1 B b Toe wall 300 x 450 mm Composite type structure handrails HALF PLAN AT BOTTOM HALF PLAN AT TOP h 1 1 2 3 4 5 6 7 11 12 h 11 12 H (mm) L (mm) h (mm) h1 (mm) b1 (mm) 0.3 L 0.3L 0.2L 0.2L 0 . 3 h 1 0 . 2 h 1 b2 (mm) b (mm) B (mm) f (mm) 1500, 2000 2500, 3000 1500, 2000 2500, 3000 1500, 2000 2500, 3000 3000 6000 9000 12000 2000 3000 4000 4000 5000 6000 6000 7000 8000 1600 3300 5000 6600 200 350 500 700 200 350 500 700 500 1050 1600 2400 300 600 900 1350 1000 2000 3000 4400 1400 2400 3400 4800 200 350 500 700 df (mm) 1500 1000 1500 2000 SBC not less than T/m2 10 15 18 10 REINFORCEMENT DETAILS Bar Mark Scheduled of Reinforcement of Foot Bridge 1 4 6 Type 1 #12 @ 250 c/c Type 2 Type 3 Type 4 2 3 5 7 8 9 10 #12 @ 250 c/c #10 @ 250 c/c #10 @ 250 c/c #10 @ 250 c/c #10 @ 250 c/c #10 @ 250 c/c #10 @ 250 c/c #10 @ 250 c/c #10 @ 250 c/c #10 @ 250 c/c #10 @ 250 c/c 11 12 #16 @ 200 c/c #16 @ 250 c/c #16 @ 250 c/c #16 @ 250 c/c #12 @ 250 c/c #12 @ 250 c/c #10 @ 250 c/c #10 @ 200 c/c #12 @ 250 c/c #10 @ 200 c/c #12 @ 175 c/c #10 @ 200 c/c #20 @ 175 c/c #20 @ 250 c/c #20 @ 250 c/c #20 @ 250 c/c #16 @ 250 c/c #16 @ 250 c/c #12 @ 250 c/c #12 @ 175 c/c #12 @ 200 c/c #12 @ 200 c/c #20 @ 150 c/c #12 @ 200 c/c #25 @ 175 c/c #25 @ 250 c/c #25 @ 250 c/c #25 @ 250 c/c #20 @ 250 c/c #20 @ 250 c/c #12 @ 250 c/c #16 @ 250 c/c #16 @ 250 c/c #16 @ 250 c/c #25 @ 150 c/c #16 @ 250 c/c Note: - 1. Figured dimensions shall be taken. Do not scale the drawing. All Reduced levels are in meters and dimensions are in millimeters 2. Concrete shall be M25 grade for RCC and M15 for PCC with 20mm down size metal. 3. Reinforcement steel used shall be TMT bars Fe 500 grade conforming to IS 1139-1966 (or) 1789-1966 with upto date amendments. 4. Dimensions of steel reinforcement shall be taken as indicated only. 5. Lap length/ Development length (Ld) shall be 45 times dia of the reinforcement bar and lapping of bars shall be staggered and not more than 50% of the bars shall be lapped at a section. 6. Clear cover to reinforcement shall be 50 mm (min) foundation, 40 mm on earth face and 30mm on other face for substructue. 7. Filter material filling behind the Abutment and Returns wall is 600mm thick (min). 8. Weep holes of 100mm dia of PVC pipe 6 Kg/Sqcm @1.50m c/c 1 in 20 slope (staggered) to be provided in abutments & returns wall from 500mm above GL. 9. This drawing do not bear any risk or responsibility for any field lapses or faulty workmanship. 10. The bar bending diagram shown are for the guidance only, The contractor should prepare the bar bending schedules subject to the approval of the Engineer - in- charge. 11. Design is for a live load of 425 kN /m2 only. 12. Free board shall be as per IRC norms. Ld or 0.6b1 GOVERNMENT OF KARNATAKA PUBLIC WORKS, PORTS & INLAND WATERTRANSPORT DEPARTMENT, BANGALORE TYPICAL STRUCTURAL DRAWING FOR SHAALA SAMPARKA SETHU U/S D/S f1 (mm) 200 200 200 200 # 8 links @ 300 C/C vertical for every third bar X X SECTION X-X 5 6 10 9 8 4 4 3 3 1 1 2 2 Earth face Shape 0 . 2 h 1 0 . 3 h 1 Ld or 0.6b2 Ld or 0.6 b2 0.3L 0.2L Ld or 0.6b1 Ld Ld Ld Ld w wearing coat 1 0 0 5 0 Drainage pipe d Composite type structure handrails Kerb 200 x 200 mm f 1 d f H h 1 V1 V w Y f 1 U Z V V 1 w+2U Y Y w C/S Details of Kerb SECTION Y-Y (RETAINING WALL) Type Table showing salient dimensions of Retaining wall w (mm) 1 2 V (mm) 1500,2000 2500,3000 Z (mm) U (mm) V1 (mm) Y (mm) 1500,2000 2500,3000 3000 4000 200 200 300 400 300 300 300 400 S S (mm) Depends on Ground Profile Depends on Ground Profile SBC not less than T/m2 10 10 Bar Mark Schedule of

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