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Public Works Department

Haveri, Karnataka

  • Opening Date

    26 Feb 2019

  • Closing Date

    13 Mar 2019

  • Tender Amount

    ₹ 95,72,124

  • EMD

    ₹ 1,91,400

Summary

Construction Of Bridge At Km 2.85 On Aremallapur-kudarihal Mdr In Ranebennur Taluka Of Haveri District.

Documents

8.000 8.000 DECK SLAB DECK SLAB 0.750 0.750 1.100 1.400 1.100 4.250 5.000 0.900 2.100 0.800 4.400 0.800 1.800 1.800 5.000 2.100 2.100 5.000 2.95 1.10 1.35 0.23 0.50 8.00 0.80 8.00 0.80 4.40 14.40 4.90 2.95 1.35 1.10 0.50 0.27 BRIDGE PLAN 10.00 5.000 2.950 1.350 0.500 1.100 LONGITUDINAL SECTION (SECTION Y-Y) OF BRIDGE RETAINING WALL RETAINING WALL RETAINING WALL RETAINING WALL ABUTMENT PIER ABUTMENT RETAINING WALL 3.800 0.500 5.000 3.800 0.500 5.000 RETAINING WALL 3.500 3.500 DIRT WALLDIRT WALL PIER CAPABUTMENT CAP ABUTMENT PIER Y-Y Y-Y RL. 94.417M RL. 97.467M(NBL) RL. 98.967M(HFL) RL. 100.692M(RTL) SBC =18.30 T/M^2 DEPTH=1.8M Grade of Steel ( Fe) : 500N/mm^2 Grade of Concrete (Fck ): M25 NOTE: PROJECT : TITLE : PARTICULARSREV. NO.DATE SIGN. BRIDGE PLAN AND SECTION DATE :-18-19 GENERAL NOTES 01/01 PUBLIC WORKS PORT & INLAND WATER TRANSPORT GOVERNMENT OF KARNATAKA C & B (NORTH), DHARWAD CHECKED BY:VERIFIED BY: CHIEF ENGINEER C & B (NORTH ), DHARWAD APPROVED BY ASSISTANT ENGINEER TECHNICAL ASSISTANT(DESIGN) DRG. NO. JMSD/HAVERI/MEDLERI/B/26 SUPERINTENDING ENGINEER(DESIGN) Construction of Bridge @KM 2.85 on Aremallapur Kudarihal Road in Ranebennur Taluk of Haveri District. 1) DO NOT SCALE THE DRAWING. FOLLOW ONLY WRITTEN DIMENSIONS. ALL DIMENSIONS ARE IN MILIMETERS UNLESS OTHERWISE MENTIONED. 2) CEMENT TO COMFORM TO THE SPECIFICATIONS IN I.S.-269-1989, I.S.8112-1982 AND OTHER RELEVENT APPLICABLE STDS. 3) THE SLUMP OF CONCRETE SHALL BE CHECKED AS PER IS:516 CONCRETE SHOULD HAVE THE SLUMP OF 50-75mm 4) AGGREGATES SHALL CONFIRM TO CL 302.3 OF IRC:21-1987(1997)AND MAX. AGGREGATE SIZE SHOULD NOT EXCED 40mm 5)IN CASE ALLOWABLE SOIL BEARING CAPACITY IS LESS THAN ACTUAL BEARING PRESSURE THE SOIL SHOULD BE STABILISED TO ACHIVE SAME 6) FABRICATION SHOULD CONFORM TO I.S.456-2000, I.S.13926, I.S.2502 7) MIN. CLEAR COVER TO ANY REINFORCEMENT INCLUDING STIRRUPS SHALL BE 50 mm UNLESS OTHERWISE SHOWN IN DRAWINGS 8) LAPS TO BE STAGGERED & NOT MORE THAN 50% OF BARS SHALL BE SPLICED AT ONE SECTION. 9) ADEQUATE CHAIRS, COVER BLOCKS TO BE PROVIDED FOR REINFORCEMENT 10) DEVELOPMENT LENGTH OF 50 TIMES THE DIAMETER TO BE ADOPTED FOR ALL LAPINGS 11) CONSTRUCTION JOINTS, SHALL BE AS PER I.S. 11817. 12) ALL DIMENSIONS ARE IN METER UNLESS MENTIONED OTHERWISE. Construction of Bridge @KM 2.85 on Aremallapur Kudarihal Road in Ranebennur Taluk of Haveri District. EXICUTIVE ENGINEER(DESIGN) JALAVAHINI MANAGEMENT SERVICES PVT. LTD. "SARALA" BUILDING, PLOT NO 14, JAYANAGAR, II ND CROSS, PH :- 2775052, TELE FAX:- 0836- 2773226 DHARWAD-580 001 BANGALORE DHARWAD STRUCTURAL ENGINEERS

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